NCG020797_COMPLETE FILE - HISTORICAL_20170306

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STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT N0.
1V -7 q 7
DOC TYPE
9k, HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ Jul I 03o
YYYYMMDD

-- - STORMWATER-DIVISION CODING SHEET• -.
RESCISSIONS.
[PERMIT NO.
DOC TYPE
� COMPLETE FILE -HISTORICAL
DATE OF
.RESCISSION
❑ .�I � V� �
YYYYMMDD

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NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
03/06/2017
Mathews Sand & Gravel, Inc.
Attn: Shane Eason
PO Box 2151
Smithfield, NC 27577
Subject: COMPLIANCE EVALUATION INSPECTION
Mathews Sand & Gravel, Inc.
Mathews Pit # 3, Certificate of Coverage-NCG020000
NPDES Stormwater General Permit-NCG020797
Johnston County
Mr. Eason:
Donald R. van der Vaart
Secretary
On February 24, 2017 a site inspection was conducted for the Mathews Pit # 3 facility located at 5121 Devils
Racetrack Road, Johnston Co. County, North Carolina. A copy of the Compliance Inspection Report is
enclosed for your review. Tony Gandy the plant manager was also present during the inspection and his time
and assistance is greatly appreciated. The site visit and file review revealed that the subject facility is
covered by NPDES Stormwater General Permit-NCG020797, Certificate of Coverage NCG020000, Permit
coverage authorizes the discharge of stormwater from the facility to receiving waters designated as Hannah
Creek, a Class C waterbody in the Neuse River Basin.
As a result of the inspection, the facility was found to be out of compliance with the conditions of the
NCG020797 permit. Please refer to the enclosed Compliance Inspection Report for additional comments and
observations made during the inspection.
Please be advised that violations of the NPDES Stormwater General Permit are subject to a civil
penalty assessment of up to $25,000 per day for each violation. If you or your staff has any questions,
comments, or needs assistance with understanding any aspect of your permit, please contact me at (919)
791-4200 or by e-mail at [e-mail].
Sincerely,
f
Thad Valentine
Senior Environmental Specialist
Enclosure
cc: RRO - Land Quality Section, Stormwater Files-NCG020000
Division of Energy, Mineral, and Land Resources
Land Quality Section
Fayetteville Regional Office, 225 Green Street - Suite 714, Fayetteville, North Carolina 28301
Phone: [phone] FAX: [phone] Internet: http:liportal.ncdenr.org/web/Ir/
An Equal Opportunity I Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

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Compliance Inspection Report
Permit: NCG020797 Effective: 03/17/16 Expiration: 09130/20 Owner: Matthews Sand & Gravel Inc
SOC: Effective: Expiration: Facility: Matthews Plt 3
County: Johnston PO Sox 2151
Region: Raleigh
Smithfield NC 27577
Contact Person: Shane Eason Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 02/2412017 EntryTime: 10:OOAM
Primary Inspector: Thaddeus W Valentine
Secondary Inspector(s):
Certification:
Phone:
Exit Time: 12:00PM
Phone:
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: ❑ Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG020797 Owner -Facility: Matthews Sand & Gravel Inc
Inspection Date: 02/24/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The facility has none of the documentation required by thier permit nor is there any analytical or qualitative data or
monitoring. Please contact your environmental consultant and obtain this information. If thesse records are not being kept
then request that your consultant assemble all the required documentation and begin the sampling. This permit will stay in
effect and all requirements of the permit should be maintained until the reclamation of the mine is complete. -
Page: 2

Permit: NCG020797 Owner - Facility: Matthews Sand & Gravel Inc
Inspection Date: D2124l2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ❑ ®❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ®❑ ❑
Comment: No analytical data available
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑ ❑
# Were all outfalls observed during the inspection? ❑ ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ ❑ ❑
Comment: No qualitative monitoring found
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑ 0 ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑ ®❑ ❑
# Does the facility provide all necessary secondary containment?
❑ ❑ ❑
# Does the Plan include a BMP summary?
❑ ■ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑ 0 ❑ ❑
# Does the facility provide and document Employee Training?
❑ ®❑ ❑
# Does the Plan include a list of Responsible Party(s)?
❑ ®❑ ❑
# Is the Plan reviewed and updated annually?
❑ ■ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
❑ E ❑ Cl
Has the Stormwater Pollution Prevention Plan been implemented?
❑ ®❑ ❑
Comment: No documentation available
Page: 3

Decemher 9, 2015
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
Matthews Sand & Gravel [tic
Attn: Wade Mason
PO Box 2151
Smithfield, NC 27577
PAT MCCRORY
u
DONAt_D R. VAN DER VAART
Subject: NPDES Stormwater Permit Coverage Renewal COC #NCG020797
Dear Permittee:
S
TRACY DAVIS
1)irrrrnr
For coverage under NPDES General Permit NCG020000, the Division of Energy, Mineral and Land
Resources (DEMLR) is forwarding herewith the reissued Certificate of Coverage and
Stormwater/Wastewater General Permit. This permit is reissued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between the state of North
Carolina and the U.S. Environmental Protection Agency, dated October 15. 2007 (or as subsequently
amended.) The following information is included with your permit package:
• New Certificate of Coverage
• Stormwater/Wastewater General Permit
• Technical Bulletin for (lie General Permit
• Discharge Monitoring Report (DMR) Forms
• Annual Discharge Monitoring Report Forms
• Qualitative Monitoring Report Forms
The General Permit authorizes discharges of Stormwater and/or wastewater (as applicable to your site),
and it specifies your obligations with respect to discharge controls, management, monitoring and record
keeping. Please review the new permit to familiarize yourselfwith all changes in the reissued permit.
Significant changes to the General Permit are outlined in the Technical Bulletin.
Your coverage under the General Permit is transferable only through the specific action of DE-MI-R. This
permit does not affect the legal requirements to obtain other permits which may be required by the N.C.
Department of Environmental Quality, nor does it relieve the permittee from responsibility for
compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order,
judgment or decree.
If you have any questions regarding this permit package please contact the DEMLR Stormwater
Permitting Program at 919-707-9220.
Sincerely,
for Tracy E. Davis, P.Ia., C.P.M
Cc: Stormwater Permitting Files
Sate of Nur1h CaTO11na I I'M isonmental Quatity I Fncrgy. Mineral and land Resource,
1612 Mail Ser%ice Center 1 51 "- North Salisbury Street I Raleigh. NC'-7699-1612
919 707 92M T

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
GENERAL PERMLT-NO. NCG020000
CERTIFICATE OF COVERAGE No. NCGO20797
STORMWATER AND WASTEWATER 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,
Matthews Sand & Gravel Inc
is hereby authorized to operate approved wastewater treatment system(s) and discharge
stormwater and/or wastewater, as approved in the original permit/application or
subsequent permit modification, from a facility located at:
Matthews Pit 3
PO Box 2151
Smithfield
Johnston County
to receiving waters designated as Swan Pond, a class C;NSW water in the Neuse River
Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, Ill, and IV of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective October 1, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day October 1, 2015.
for Tracy E. Davis, P.E., CPM
Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

WDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Ms. Wade Eason
Matthews Sand & Gravel, Inc
PO Box 21512
Smithfield, NC 27577
Dear Mr. Eason:
Division of Water Quality
Coleen H. Sullins
Director
November 18, 201 1
Subject: General Permit No. NCG020000
Matthews Pit 93,
COC NCG020797
Johnston County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on July 7, 2011, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state — NPDES
general permit. ']'his permit is issued pursuant to the requirements of North Carolina General Statute 143-
215.1 and the Memorandurn of Agreement between North Carolina and the US Environmental Protection
Agency dated October 15, 2007 (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.
Per the requirements of the Neuse Riparian Buffer Rule, all Stormwater drainage to stream
buffers, from portions of this site that have been constructed after July 22, 1997, must be discharged
through a correctly designed level spreader or another device that meets diffuse flow requirements per
15A NCAC 213 .0233. Diffuse Flow requirements are described in Chapter 8 of the North Carolina
Stormwater BMP Manual, available at: http:llportal.rtcdenr.orp-lweb/wq/ws/sulbmp-inanual.
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 pert -nit that may be required.
If you have an), questions concerning this permit, please contact Brian Lowther at telephone
number [phone].
Sincerely,
for Coleen H. Sullins
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch One
1617 Mail Servioe Center, Raleigh, North Carolina 27699-1617 NorthCarolina
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service' 1-877-623-6748 JVaturally
Intemet: www ncwaterquality.org
An Equal Opportunity l AM(mative Acton Employer

Lowther, Brian
From: Witherspoon, Lauren
Sent: Monday, August 22, 2011 8:29 AM
To: Lowther, Brian
Subject: RE: O&M Plan for NCG020797
We don't have any concerns about issuing this facility a permit.
I talked to the consultant a while back about this and let him know that the O&M plan was sufficient for this project.
He will be providing me well data on a quarterly basis and we will adjust if we need to as work on the site increases.
Thanks,
Lauren
From: Lowther, Brian
Sent: Friday, August 19, 2011 1:19 PM
To: Witherspoon, Lauren
Subject: RE: O&M Plan for NCG020797
Thanks Lauren. That would be great if you could talk to the permittee and let me know if your office has any concerns
about issuing this facility a COC for this general permit.
Brian
Brian C. Lowther
Environmental Engineer
NCDENR I DWQ I StOrnlWatC:r Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Email: bri ni.lowthrr(ia)nccicnr. ov
Website: http://portal.nedenr.ortglweb/wq/ws/su
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: Witherspoon, Lauren
Sent: Friday, August 19, 2011 11:04 AM
To: Lowther, Brian
Subject: RE: 0&M Plan for NCG020797
I can communicate to the permittee if you need me to. I can provide comments for our office on this one,
Lauren
From: Lowther, Brian
Sent: Friday, August 19, 2011 10.19 AM
1

To: Witherspoon, Lauren
Subject: RE: O&M Plan for NCG020797
Lauren,
as
Thanks for getting back to me about this. Do you want me to communicate with the permittee about your comments?
We usually get the,RO to coordinate and approve the 0&M;plans.separate from the permit. Also, I have attached the
NOI to get comments from your office to see if the permit may be issued. In our guidance, it says that Mitch Hayes has
Johnston County. Should I send an email to him for comments or can you give me regional office comments for this
permit? Please let me know and thanks again for the help with this one.
Brian
Brian C. Lowther
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit E
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Email: bria��.lo��therlaincdenr.��ov
Website: htt :// 2rtal.ncdeiir.org/web/wq/ws/su
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: Witherspoon, Lauren
Sent: Monday, August 01, 2011 11:18 AM
To: Lowther, Brian; Wehner, Judy
Cc: AndrewC&drbrls.com
Subject: RE: 0&M Plan for NCG020797
I have received and reviewed the 0&M plan for the Matthews Pit #3. The O&M plan is sufficient for this type of activity
and extent of the wetlands in this area. If, at any time, DWQ believes that the data is not producing accurate
information, we may require more information. We will receive data quarterly starting 3 months after the initiation of
excavation. This report should include the 3 months of data*after excavation and one month of data that was obtained
prior to excavation. The two wells should be placed in the wetland adjacent to the activity.
If you have any questions or comments please feel free to email or call me.
Thanks,
Lauren
From: Lowther, Brian
Sent: Tuesday, July 19, 2011 4:19 PM
To: Witherspoon, Lauren
Subject: 0&M Plan for NCG020797
Hey Laura,
2

J
I received a mining permit application for Matthews Pit #3 and the consultant said he was working with you on the O&M
plan. Did you get a copy of their submittal? They sent one to me with the N01. I wanted to check to see if you needed
me to send it. Thanks.
Brian
Brian C. Lowther
Environmental Engineer
NCDENR I DWQ I Stonnwater Pennittinb Unit
1617 Mail Service Center, Raleigh, NC 276997,161.7„
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Email: I�rian.in«rtl�crlir�nc cicnr.�c�v
Website: http://portal.nedenr,org/web/wq/ws/su
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.
3'

A74i"R27i
NCDNR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Ms. Wade Eason
Matthews Sand& Gravel, Inc
PO Box 21512
Smithfield, NC 27577
Dear Ms. Eason:
Division of Water Quality
Colleen H, Sullins
Director
July 7, 201.1
Subject: General Permit No. NCG020000
Matthews Pit #3, NCG020797
Johnston County
Dee Freeman
Secretary
JUL 1 5 201.1
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Matthews Sand & Gravel, Inc on July 1, 2011. The
application included a copy of an associated application for a mining permit submitted to the Division of
Land Resources (DLR). Please be aware that the issuance of an NPDES permit is contingent upon the
issuance of an associated mining permit from DLR. Our office will process your stormwater permit
application once a DLR mining permit has been issued for your project.
Please also be aware that if your project is located near wetlands, your NPDES permit will require
dewatering operations without wetland impacts. The specific requirements for mine dewatering at facilities
near wetlands can be found in the text of the general NPDES mining permit number NCG 020000 available
on our website, b-ttp://portal.ncdenr.org/webhlvq/ws/su/npdessw. See Part III, Section E of the permit. An
approved Operation and Monitoring Plan is required for NPDES-permitted mining facilities and may be
required prior to permit issuance. Discharging mine dewatering wastewater without Plan approval will be
subject to enforcement action. A Plan for your facility must be submitted to the Washington Regional Office
within 60 days of your receipt of an NPDES permit- We encourage you to contact the Raleigh Regional
Office at [phone] to address any wetland concerns for your facility in order to ensure a successful
NPDES application review.
If you have any questions concerning the NPDES permit approval process, please contact me at telephone
number [phone].
Sincerely,
)--� Z.:,-��
Brian Lowther
Environmental Engineer
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Unit Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location; 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service 1-877-623-6748 NorthCaTolina
Internet: www.ncwatsrquality.org Naturally
An Equa{ Upporlunily 1 Af6rmalive Arlian Employer f�!

PACKAGEFOR
O&M PLAN
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JUL 0 1 2011
JUL 2 12011

t e • Division of Water Quality / Surface Water Protection
NCDENR National Pollutant Discharge Elimination System
Na . C.F ... 9ewNrMe:Nr or
iNVIi ncN .No NISt1RI1 RC]O cs
NCG020000
NOTICE OF INTENT
FOR AGI'sNCY USI:ONLY
Dale Received .
Year
Month I Day
Certilicarc of emerge
21C11141-7
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Permit Assigned to
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National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code -14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow ?-Zl/
stormwater contaminated with or that has come in contact with, any overburden, raw m
products, finished products, byproducts or waste products located on the site of such o
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES -general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i_e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'.
For existing mining sites that require an Authorization to Operate (A TO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of any new treatment components at an„existing site requires an
ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle wastewater at mining sites will require an ATC rp for
to construction per 15A NCAC 2H .0138. Please see the NCG020000 General Permit for details about which
treatment facilities require an ATC (summarized in Table 1 below). The authorization to construct or continue
to operate will be issued at the same time as the Certificate of Coverage (COC) for the NCG02 permit. Design of
treatment facilities must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities subject to the ATCIATO requirements in the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
Page 1 of 9
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to perform
such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed and sealed
by a P.E.
SWU-NCG02-NOI Last revised 06/07/2010

NCG020000 N.O.I.
and sealed by a Professional Engineer (P.E.) or qualified staff along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1: Summary of Wastewater Permit Requirements
Quarterly
Monitoring?
Requires
A to C?
Mine Dewatering (MD)
Yes
No
Yes
No
MD Discharges that do not need treatment
other than E&SC to meet permit conditions
✓
✓
MD Discharges that need treatment other than
E&SC to meet permit conditions
✓
✓
Process Wastewater
Other Recycle
✓
✓
Closed Loop Recycle
✓
✓
Any Other Process WW
✓
✓
I"Ai
For questions, please contact the DWQ Regional Office for your area. (See page 7)
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Owner Name Matthews Sand & Gravel Inc
Owner Contact Wade Eason
Street Address P.O. Box 2151
City Smithfield State NC ZIP Code 27577
Telephone No. 919-934-9941 Fax: [phone]
E-mail Address [e-mail]
2) Location of facility producing discharge:
Facility Name Matthews Pit 3
Facility Contact
Street Address
City
County
Telephone No.
Wade Eason
P.O. Box 2151
Smithfield
Johnston
919-934-9941
Contact E-mail selco2ra'7.embarg.com
3) Physical Location Information:
State NC —ZIP Code 27577
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). 1-95 south, take exit 90, head south on US701 for +1-
2000', turn left on SR 1009, (devils racetrack road), go +/$.3 miles to the entrance on the left.
4) Latitude 35d 24' 20" Longitude -78d 18' 18" (degrees, minutes, seconds)
Page 2 of 9
SWU-NCG02-NOI Last revised 6/7/2010

NCG020000 N.O.I.
Permits:
S) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility
Date operation is to begin ASAP
❑ Existing
❑ New Permit not applicable — ATC request only. NPDES Permit Number
fi) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 1 4 3 5
7) Provide a narrative description of the types of minerals mined at this facility: Sand
8) Is this mine an inactive mine site?
X No
❑ Yes If yes, do you posses an "Inactive Renewal" from DLR and notified the DWQ Regional Office or
have you certified to the DWQ that the site has been stabilized? ❑ No ❑ Yes
9) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
X No If No, please indicate the status of the Mining Permit application: In review, submitted 5/11/11
❑ Yes If yes, please provide the Mining Permit number: Please also provide a
copy of your DLR Mining Permit with this DWQ application.
Note: DWQ cannot issue a COC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
10) Does this facility have any other NPDES permits?
X No
❑ Yes 1f yes, list the permit numbers for all current NPDES permits for this facility:
11) Does this facility have any Non -Discharge permits (ex: recycle permits)?
X No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
12) Does total area of this mine site include ready -mix and asphalt areas?
X No
❑ Yes If yes, do they have DWQ stormwater permits (if owned by the same company)? ❑ No ❑ Yes
(provide permit number )
If not owned by the same company, who is the owner?
13) Will this mining operation precede development activities at this site?
X No
❑ Yes
14) Is this mine located within one of the 20 Coastal Counties and will it add more than 10,000 ft2 of impervious
surface?
X No
Page 3 of 9
SWU-NCG02-NOI Last revised 6/7/2010

NCG020000 N.OJ.
❑ Yes if yes, you may be required to apply for an additional state stormwater permit. Check with your
local Regional Office. See contact information and checklist below.
15) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basin, or the Randleman or Jordan
Water supply Watersheds?
❑ No
X Yes If yes, what size stream buffers are included on site? 50 ft. Please show buffers in site plans.
Discharge Points, Receiving Waters & Wetlands:
16) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Gar Gut
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known): C;NSW
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must be
approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage under
NCG020000 cannot be granted. No new discharges of wastewater are permitted in receiving
waters classified as WS-I or freshwater ORW. Wastewater discharges to Saltwater ORW will
not be approved under the NCG02 General Permit.
17) If your facility has wastewater discharges and they are to HWQ, PNA waters (Primary Nursery Areas) waters;
what is the flow rate? N/A (See http://www.ncdmf.net/maps/FNA maps/index.html, for map)
18) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Onsite: Stormwater: 3 Mine dewatering: 1 T Process Wastewater Overflow: 1
Offsite: Stormwater: Mine dewatering: Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: Basins 1-3 are for stormwater, Basin 4 is for mine
dewatering and process wastewater.
See attached calculations and explanations. _..
a) Is your mine dewatering and discharging? (Answer only if you are dewatering)
X No
❑ Yes If yes, where to? Surface Waters and/or Wetlands (on -site or off -site)
Other (on -site or off -site) Describe:
b) Are you dewatering but not discharging? (Answer only if you are dewatering)
fir[•7
X Yes If Yes, please explain how you are dewatering, and where that water will be directed:
design basins to non -discharge stormwater control specs. See attached calculations
Page 4 of 9
5WU-NCG02-NOI Last revised 6/7/2010

NiCG020000 N.O.I.
19) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
❑ No
X Yes
Note: Wetlands must be CLEARLY DELINEATED on the site plan- Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (O&M) Plan that has been approved by the
Division.
For sites that may drain wetlands — approval of a Pumping O&M plan may be required prior to
coverage under this general permit. The Pumping O&M Plan should be submitted to the
appropriate Regional Office and must be approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of pumping and to establish any pumping regime necessary to reduce impacts, and (2). Detailed
plans to maintain surrounding hydrology and respective monitoring to demonstrate compliance. See
checklist at end of document. Contact your local Regional Office for questions specific to your mine.
20) If you are dewatering, are there wetlands or surface waters within 400' of the mine pit perimeter?
❑ No
X Yes If yes, what distance are they from the mine pit perimeter? 50 feet.
21) Have you been required to obtain a 404/401 Certification permits?
X No
❑ Yes If yes, please briefly describe below (include information such a required mitigation, BMPs, setbacks,
and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as necessary:
22) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
❑ No X Yes If yes, please attach to application submission.
Stormwater BMPs:
23) Does this facility employ any best management practices for stormwater control?
❑ No X Yes If yes, please briefly describe: Basins, temporary diversions and silt fence have been
designed to handle the stormwater
24) Does this facility have a Stormwater Pollution Prevention Plan?
X No ❑ Yes
If yes, when was it implemented? One will be implemented once permit is received
25) Will vehicle maintenance activities occur at this facility?
X No ❑ Yes
Page 5 of 9
SWU-NCG02-NOI Last revised an12010

NCG020000 N.O.I.
Wastewater Treatment Facilities:
26) Will mine dewatering discharges occur? (An ATC/ATO is required for wastewater treatment facilities'
dewatering discharges where EBSC devices alone will not meet effluent limits and/or protect water quality
standards).
❑ No
X Yes
27) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless closed -loop recycle system)
❑ No
X Yes
If yes, answer the following questions for each 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)] Sys 4 4�,v. 4.-���cF
Does this facility employ chemical additives to flocculate suspended solids? X No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina.
c. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
28) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
❑ No
X Yes If so, include information to demonstrate protection from flooding. (Minimum design requirements for
treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
Other:
29) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste: NIA
Page 6 of 9
SWU-NCG02-NOI Last revised 6R12010

NCG020000 N.O.I.
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:_
Vendor address:
30) Are you applying for a mining permit in the same location as a previously permitted mine?
X No
❑ Yes If yes, specify permit number and name if known:
31) Does your site have an active landfill within the mining permit boundary?
0Me
❑ Yes If yes, specify type: ❑ LCID ❑ Other:
32) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? See permit
text online for secondary containment requirements.
X No
❑ Yes
Final Checklist:
This application will be returned as incomplete unless all of the following items have been included and_
initialed for. Please show that the following required information has been included by initialing in each
spa below.
Fee of $100 made payable to NCDENR
Completed application and all supporting documents
Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
opy of a county map or other general location map that shows the mining site and nearest major roads
Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
�5 shows site location in relation to nearby streams, wetlands, and other waters, etc.
,�l�� ✓ 2 copies of large-scale site plan with topographical lines with all outfalls, applicable buffers and wetlands
/clearly delineated I �j G -(
✓ A copy of your DLR mining permit ��� /� ��� t�
= A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 22 above.
,L/AwIf mine site is in one of the 20 Coastal Counties,
• Applicant has checked with the appropriate regional office to verify the need for a Coastal; State
Stormwater permit. Regional Office Contact:
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas and total drainage area.
-ZIf the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the following and contact your local regional office about a Pumping O&M Plan (see below
for contact information). You may be required to provide an approved Pumpinn O&M plan Priorto
NCG02 issuance.
2 copies of detailed Full Size Plans delineating areas on the plans and listing acreage (including:
wetlands, ditches, well -placements, pits, borrow areas, overburden storage, stormwater controls/BMPs,
vehicle maintenance areas, settling basins, product process (such as screening, stockpiles, waste
piles), total drainage area, impervious surface percentages (if state sw programs apply), applicable
buffers, and access and/or haul roads).
Well information (design, depths, maintenance)
✓Physical monitoring for the wetlands areas
—7"7Settling pond sizing information, if applicable
Page 7 of 9
SWU-NCG02-NOI Last revised 6/7/2010

NCG020000 N.O.I.
���vel spreader design, if applicable
✓ Details about dewatering method
:Cone of influence calculations
✓Description of measures to prevent erosion and flooding
Ebescription & information about 401/404 permits that have been obtained
Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
/applicable)
r/ I have contacted my local regional office about a Pumping O&M Plan.
Regional Office Contact: _Lauren Witherspoon Date contacted: 06/20/11
-OR-
I will not any impact nearby wetlands, surface waters or groundwater by dewatering.
A- er-1
y
If an ATC or ATO is required, three (3) sets of plans, specifications, and design calculations, signed, sealed,
and dated by a P.E. ATC and ATO requirements in NCG02000 are summarized in Table 1 on Page 2 of
this NOI (see the permit text for more details). Plans shall show all pertinent design features, including the
location of the outfall(s). If stormwater is flowing off -site, the plan must show that stormwater will not be
mixed with wastewater.
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 this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
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.
Page 8 of 9
SWU-NCG02-NOI Last revised 617l2010

NCG020000 N.o.l.
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 Signing: Wade Eason
Title: Owner �-,
Applicant)
(Date Signed)
Notice of Intent must be accompanied by a check or money order far $100.00 made payable to NCDENR.
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.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office
... [phone]
Mooresville Office
... [phone]
Raleigh Office ........
[phone]
Washington Office ...[phone]
Wilmington Office...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 9 of 9
SWU-NCG02-NOI Last revised 6/7/2010

NCG02 --- Notice of Intent
Question 27) a
I have included in my calculation a spreadsheet taken from the NCDOT website
to design a dewatering basin. The design volume is 85 g/m, provided by contractor,. The
retention time is 2 hr and other design criteria is given on the spreadsheet.
The contractor purposes to use a Honda 4hp pump with 2" suction/discharge ports, and
plans to run it at 85 g/m to process the sand.

�..�_ _. Aft ��\i�� , � � 1 �r � 4y``•'•�
j---.._, �..^..�-s•.},�,` _R- 's A - .».. �� I�' ....`-- _ • _ f .•�:. �.+ ��_ �..�. rr �' .ter, •_ !�, � «_� `'^` �y�
`.. yam. ``JJ�, :•_r,` _ L.t 4• -/ter 4� fJ � f' 1. �
k\v
t
MCI;
4'''?tip~'� -.. �.•_,' •'.,S �
.r ,. .I IN ��� s ir/" r e 4 C r•lry $
gF �r-•�..!�' � fit. � �•„ "`-=-•- -� i•''�' '� ': �
•:./`• ,[ ,. 3 ~3.Er ..#'f` — is
fe—
lei
fifi '' I'�„•��� r-f
I

Dennis Ray Blackmon, .R.L.S.
1023C W. Market Street
PO Box 1401
Smithfield, NC 27577
June 28, 2011
Jennifer Jones
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: NCG02 - Notice of Intent
Matthew Pit #3
Johnston County
Dear Mrs. Jones,
Telephone [phone]
Fax [phone]
JUL 0 r 2011
Please find attached a NCG02 -- Notice of Intent. I have put together 2 sets and
calculations for the O&M plan for Lauren and 3 sets with calculations for your review.
The wetland delineation map that is enclosed is a copy of the map we sent to the corps of
engineers. They said it looked OK and they would get the signed map out soon. As soon
as I get a signed copy I'll forward it to you.
If you need anything else please call or email me and I'll address the comments.
Thanks for your cooperation!
Please copy my office with any comments or questions regarding this project.
Andrew Hodge, PE
PO Box 1401
Smithfield, NC 27577
Phone #[phone]
Email andrew @drbrls.com
If you have any questions or need any additional information, please give me a call at
919-934-3490.
Sincere ;
s
rew W. Hodge, A.E.

Neal .C. Floyd & Associates, Inc.
June 28, 2011
Andrew Hodge, PE
Dennis Blackmon E urveying, RLS
1023 C West Mark, ;t Street
Smitbfleid, NC 275 77
RE: M&hcws Pit 4 3: overall soil evaluation
Dear Andrew,
I evaluated the site - a detemtine the dominate soil ebaracteristicsisoU series to help establish the
base pm -ammeters nee ded for design. I have characterized the overall soil conditions and Will
include them in the report. Based on my field boring analysis, the soil series most prevalent in
the non -wetland are is Alti vista due to the evidence of the seasonal high water table between
20 — 32" and occumnice of Bt with redoxy-morphic throughout the Bt horizon.
The borbigs are cba,icterized as having a 0-10 inch sandy loans Ap, underlain by a clay (10 YR
5/6) yellowish brook n clay loam Bt1 to a depth of 20 to 26 inches. The yellowish brown (10 YR
3!6) ciay loam At2 ranges from 26 to 33 inches in depth. The Bt2 bas prominent strong brown
(7.5 YR 5/6) pale blown (10 YR 6J3) and gray (10 YR 7/1) mottles indicating flit seasonal water
,able. These redoxi norphic features are prevalent throughout the Bt2. Increasing depth in time
Profile indicates a (0 YR 7/1) gray matrix. Based on the Bt occurrence and the prominent gray
mottles betwftr: 24 to 32 inches, the dominant series is Altivista not state or Tarboro. Therefore
the use o#'soil parltnieters for Altivista is reasonable for Pit # 3.
If you have any que ,lions or
a
Neal C. Floyd
LSS # 1039
please contact me.
6-621 Arbor(; -antic Way / 'R4 i lTt CAROLINA 27615 1 919-422-Co4'.;

U
L
a
�

n
/+I �.V^S.?r � J �.•� .� �-'. i.r.r � �-hi j c'I

Permit No. NCGO20000
and process areas. Analytical monitoring for stormwater discharges shall be performed for
parameters as specified in Tables 1 through 3. All analytical monitoring shall be performed
during a representative storm event as defined below.
Monitoring Exemption
Analytical monitoring is not required For any basin or pond designed to contain the 25-year, 24-
hour storm (see Part Vll, Definitions) without discharging, and that can regain capacity to hold silch
an event within five (5) days' time through means other than discharge to surface waters. A basin
or pond that meets this provision is considered a non -discharging stormwater control.
Table 1. Analytical Monitoring Requirements for Stormwater Discharges from Mining
Activities
Discharge
Characteristics
Units
Measurement
Fre uen 1
Sample
Type2
Sample
Location3
Settleable Solids
ml I
Semi-annual
Grab
SDO
Total Suspended Solids
m I
Semi-annual
Grab
SDO
Turbidi
NTU
Semi-annual
Grab
SDO, or U,D4
Total Rainfa115
inches
Semi-annual
--
--
Event Durations
minutes
Semi-annual
Estimate
--
Total Flow6
MG
Semi-annual
Estimate
SDO
Footnotes:
1, Measurement Frequency: Twice per year during a representative storm event, as defined for this permit.
FailUre to complywi h i-annuali rin in acoLr_dance with permit terMs for jiny-sixmanth
monitoring {period immediaC- lily triggers -monthly monitorit�g_for�he remaining Hermit term.
2. Grab samples shall be collected within the First 30 minutes of discharge. For sites where multiple outfalls
are separated by distances that preclude collection within 30 minutes of each discharge event is not
feasible, begin collection procedures within 30 minutes and continue until all outfalls with discharges are
sampled. Documentation explaining why it was not possible to take samples within the first 30 minutes
must be kept in the SPPP.
3. Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless
representative outfall status (ROS) has been granted and documented by the Division of Water Quality. A
copy of the letter granting ROS shall be kept on site.
4. Turbidity may be monitored at the Stormwater Discharge Outfall. Alternatively, the permittee may
choose to monitor turbidity in the receiving water, directly upstream and downstream of the stormwater
discharge outfall(s).
S. For each sampled representative storm event the total precipitation must be recorded. An on -site rain
gauge or local rain gauge reading must be recorded.
6. Total flow shall be: (a) measured continuously, or (b) calculated based on the amount of area draining to
the outfall, the amount of impervious area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event. Total rainfall precipitation and
duration of the rainfall event refers to the representative storm event sampled.
All analytical monitoring shall be performed during a representative storm event at each
stormwater discharge outfall (SDO). The permit allows the permittee to monitor turbidity at the
SDO or up- and downstream of the SDO; however, the permittee should consider regular turbidity
sampling up- and downstream of the discharge(s) when feasible to ensure compliance with water
quality standards.
Part III Page 5 of 16 Pages

STAGE
- STORAGE
WIDTH
LENGTH
BOTTOM DIMENSIONS
50
100
2
:1 SIDE SLOPES
STAGE
ELEVATION CONTOUR AREA INCREMENTAL STORAGE
CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
5000
0
0
0.5
93.5
5304
2576
2576
1
94
5616
2730
5306
1.5
94.5
5936
2888
8194
2
95
6264
3050
11244
2.5
95.5
6600
3216
14460
3
96
6944-e--,
3386
17846
3.5
96.5
7296
3560
21406
4
97
7656 i
3738
25144
i
f Y-
V
Y.

154 Soil Survey
TABLE 15.--PHYSICAL AND CHEMICAL, PROPERTIES OF THE SOILS
(The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated)
Soil name and
map symbol
I I
IDenthl
) I
1 I
Clay
I I
I Moist (Permeability
I bulk I
I density I
I I I I
lAvailablel Soil {Shrink -swell I
I water (reaction! potential I
Icapacity I I I
Erosion I
factors I Organic
1 I matter
K 1 T I
I In I
Pct
I
g/cc
I
In/hr
I In/in
pH
1
I
I Pct
AaA--------------
1 0-111
10-20
11.30-1.501
2.0-6.0
!0.12-0.2013.6-6.5
ILow---------- 10.241
5 1 .5-3
Altavista
111-471
18-35
!1.30-1.501
0.6-2.0
10.12-0.2013.6-6.0
;Low ---------- 10.241
1
147-601
I
---
I
i
---
I
I
---
i ---
I---
f------------- I ----
I
I
AmB�:
f
i
I
I I
I
I
Appling---------
1 0-101
5-30
11.45-1.651
2.0-6.0
10.08-0.13i4.5-6.5
{Low ---------- i0,151
4 i .5-2
110-611
25-60
ii.25-1.451
0.6-2.0
10.15-0.1714.5-5.5
ILow---------- 10.281
1
161-861
20-50
I1.25-1.451
0.6-2.0
IO.l2-0.16i4.5-5.5
ILow---------- 10.281
1
186-991
---
i
---
I
---
1 ---
---
I------------- I ----
I
I
Mar boro--------f
I
0-6 1
5-2C
I
!1.30-1.601
I
2.0-6.0
10.09-0.1414.5-6.5
i I
iLow---------- !0.201
i
I
5 1 .5-2
1 8-48i
35-65
1.20-1.50;
0.6-2.0
!0.14-0.1614.5-6.0
ILow---------- 10.201
1
14"n-701
30-60
11.20-1.501
C.6-2.0
10.12-0.1814.5-6.0
ILow---------- 10.201
1
AsA--------------!
! I
0-111
--26
i1.40-1.701
I
2.0-6.0
1
10.10-G.1514.5-6.0
I I
!Low ---------- 10.20!
4 1 .5-2
Aucusra
Iii-431
2C-35
i1.35-1.601
0.6-2.0
10.12-0.18}4.5-6.0
ILow---------- 10.24E
I
l42-6C1
---
---
I
C,o-20.0
---
1
---
-------------'
I
AuA--------------
I
1 0-22;
2-12
!:.60-1.701
>6-C
10.04-C.0914.5-6.5
ILow---------- 10.101
5 1 .5-1
Autryviile
122-31!
10-2�
1.40-1_001
2.0-a.0
10.Oc-G._314.5-`'.=
ILow---------- 10.101
i
!31-56!
_-8
.1.60-1.701
>6.0
IC.03-C.08i4.5-5.5
{Low ---------- 10-101
1
0.6-2.3
!e.1C-0.1514.7-5
5
Low ---------- iC-.-
,
I
Bb---------------i
0-;3i
2-"_E
1.25-1.551
0.6-2.1,
1C.:2-0.1£14.5-5.5
!Low----------iC.201
5 .5-2
Bibb
.-3-601
2-1-6
!1.30-1.60!
0.6-2.0
iC.12-C.20I4.5-5.5
ILow---------- 10.37E
BnA--------------
1 0-521
ii,3o-'
60)
6.0-20
!0.03-0.0714.5-6.0
1Low---------- 10.101
5 I 5-1
Blanton
152-971
12-40
I1.60-1.701
0.2-2.0
10.10-0.15[4.5-5,5
ILow---------- 10.201
1
BOA --------------
1 1
1 0-281
2-8
I
11.30-1.701
1
6.0-20
1
10.04-0.08!4.5-6.0
1 1
ILow---------- 10.101
1
1
5 1 .5-2
Sonneau
128-531
13-35
11.40-1.601
0.6-2.0
10.10-0.1514.5-5.5
ILow---------- 10.201
1
153-71]
15-40
€1.40-1.601
0.6-2,0
10.10-0.1614.5-5.5
{Low ---------- 10.201
1
CeB--------------
1 I
1 0-9 I
5-20
f
11.30-1.501
1
2.0-6.0
f
10.12-0.1414.5-6.5
1
1 1
ILow---------- 10.281
1
1
4 1 .5-2
Cecil
1 9-721
35-70
11.30-1.5C!
0,6-2.0
10.13-0.15!4.5-5.5
ILow---------- 10.28E
1
CeC--------------
1 1
1 0-151
5-20
1
!1.30-1.501
1
2.0-6.0
1
10.12-0.1414.5-6.5
1
1 1
ILow---------- 10.281
1
1
4 1 .5-2
Cecil
115-521
35-70
11.30-1.501
0.6-2.0
10.13-0.1514.5-5.5
ILow---------- 10.261
1
152-601
---
I
---
I
---
I ---
I---
1------------- I ----
I
I
Ch---------------
I I
1 0-6 1
10-35
I
11.30-1.60!
I
0.6-2.0
I
10.15-0.2414.5-6,5
I
I I
ILow---------- 10.281
I
I
5 1 1-4
Chewacla
1 6-321
18-35
11.30-1.601
0.6-2.0
10,12-0.2014.5-6.5
ILow---------- 10.28!
1
132-441
18-35
11.30-1.501
0.6-2.0
10.15-0.2414.5-7.8
ILow---------- 10.32i
1
144-601
---
I
---
I
---
I ---
I
---
I ------------- I ----
I
€
COB, COC---------
I I
1 0-6 1
3-10
I
11.30-1.701
I
2.0-6.0
I
10.06-0.1014.5-5.5
I
I I
ILow---------- 10,151
I
I
4 1 <1
Cowarts
1 6-341
25-40
11.30-1.501
0.2-2,0
10,10-0.1614.5-5.5
ILow---------- 10.281
1
134-691
18-35
11,45-1.751
0.06-0.6
10,10-0.1414.5-5.5
1
1
ILow---------- 10.24E
1
DoA--------------
1 1
1 0-101
5-10
1
11.35-1.501
1
2.0-6.0
10.08-0.1513.6-5.5
1 1
ILow---------- 10,281
1
1
5 1 .5-1
Dogue
110-551
35-50
11.45-1.601
0.2-0.6
10.12-0.1913.6-5.5
{Moderate-----10.281
I
155-751
5-30
11.30-1.501
0.6-6.0
10.05-0.1413.6-5.5
ILow---------- 10.17I
1
FaA--------------
1 1
1 0-13j
5-20
1
€1.40-1.651
1
6.0-20
1
10.06-0.0914-5-5.5
1
1 1
]Low ---------- 10,281
i
I
5 1 .5-2
Faceville
113-651
I I
35-55
11.25-1.601
I
I
0.6-2.0
10.12-0.1814.5-6,0
I
I
[Low ---------- 10.37E
I I
I
1
I
See footnote
at end
of table,

:lam
.t
I f
�f U L

STAGE - STORAGE
WIDTH LENGTH
BOTTOM DIMENSIONS 40 80
2 :1 SIDE SLOPES
STAGE
ELEVATION
CONTOUR AREA
INCREMENTAL STORAGE
CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
3200
0
0
0.5
93.5
3444
1661
1661
1
94
3696
1785
3446
1.5
94.5
3956
1913
5359
2
95
4224
2045
7404
2.5
95.5
4500
2181
9585
3
96
4784
2321
11906
3.5
96.5
5076 !
2465
143(1
4
97
5376
i
2613
16984

lite
4��- L5
/� .� rci� �c�=
�✓ i��
/r X
r
4
i

�k�
Ll

BOTTOM DIMENSIONS
2 A SIDE SLOPES
STAGE - STORAGE
WIDTH LENGTH
38 76
STAGE ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
2888
0
0
0.5
93.5
3120
1502
1502
1
94
3360
1620
3122
1.5
94.5
3608
1742
4864
2
95
3864
1868
6732
2.5
95.5
4128
1998
8730
3
96
4400 ��
2132
10862.�
3.5
96.5
4680
4
97
4968 j
2412
15544 }

0
Dewatering Basin Design 'items in red are inputs
Version 2.27.09
The volume of the borrow pit dewatering basin will be based on a 2 hour retention time. Using
the formula V= 8.0203 * Q * t where, V is volume in cubic feet, Q is the pump rate in gallons, per
minute (GPM), and t is the retention. time in hours. The pump rate is not to exceed 1,000 GPM
60 000 GPM).
STEP 1: Input required variables
Pump Rate:
Retention Time:
Required Volume:
35 GPM
2 hours
1363.451 fts
STEP 2: Design of the Dewatering Basin
The volume of the borrow pit dewatering
basin will be based on a 2 hour retention
time. The pump rate shall not exceed
1,000 GPM (60,000 GPH). The contractor
may desire a greater retention time for
managing turbidity; however, work
associated with this increased volume will
be considered incidental.
Final Required Volume: 1363.461 ft3
Design Depth: 3 'not o exceed _ :eel
Proposed Basin Side Slopes: 2.0 :1 side slopes -mus::,e at least I.5: i or `latter
OPTIONS
2:1 (L: W)
3:1 (L: W)
Suggested Top Width (ft):
16
13
Suggested Top Length (ft):
32
39
Final Design ToR Width ft:
24
17
Final Design Top Length ft:
40
51
Final Design Depth ft :
3
3
Verily Storage {ft'}
1464.00
1521.00OK OK
Comments:
The dewatering basin shall be designed in accordance with the Sorrow Pit
Dewatering Basin Detail Drawing.

O
]veal C. Floyd & Associates, Inc,
June 28, 2011
Andrew Hodge, PE
Dennis Blackmon E urveying, RLS
1023 C West Mark, 2 Street
Snuthfield, NC 275 77
RE: Mathews Pit # 3- overall soil cvaluation
Dear Andrew,
I evaluated the site, o determine the dominate soil characteristicsisoil series to help establish the
base pw=eters needed for design. I have characterized the overall soil conditions aW will
include them in the report. Based on my field boring analysis, the soil series most prevalent in
the non -wetland are is A.ltiAsta due to the evidence of the seasonal high water table between
20 -- 32" and occurt ence of Bt with redoxy-rnorphic throughout the Bt horizon.
The borbigs are characterized as raving a 0-10 inch sandy loam A.p, underlain l'y a clay (10 YR
5/6) yelkrwisb brow n clay loam BtI to a depth of 20 to 26 inches. The yellowixh brown (10 YR
5/6) clay loam BC j anges ftm 26 io 33 inches in depth. The Bt2 has prominem strong brown
(7.5 YR 5/6) pale bi own (10 YR 613) and gray (10 YR 7/1) mordes indicating the seasonal water
Lab►c. These redoxi norphic features are prevalent throughout the W. Increasing depth in the
profile iridicates a (' 0 YR 7/1) gray matrix. Based on the Bt occurrence and the, prominent gray
mottles between 24 to 32 inches, the dominant series is Altivista not state or Tarboro. Therefore
the use of soil paranleters for Altivista is reasonablc for Pit 4 3.
if you have any que :tuns or
Neal C. Floyd
LSS #1 1039
6621 Arbor G •antic catty
please contact me.
CAROUNA 2761 S 1 919-422-674f

a

41!/ U � � rJ %� i�
C/ �
s 2 '�
��J
I r��
��� � �
!�

Permit No. NCG020000
and process areas. Analytical monitoring for stormwater discharges shall be performed for
parameters as specified in Tables 1 through 3. All analytical monitoring shall be performed
during a representative storm event as defined below.
Monitoring Exemption
Analytical monitoring is not required for any basin or pond designed to contain the 25-year, 24-
hour storm (see Part VII, Definitions) without discharging, and that can regain capacity to hold such
an event within five (5) days' time through means other than discharge to surface waters. A basin
or pond that meets this provision is considered a non -discharging stormwater control.
Table 1. Analytical Monitoring Requirements for Stormwater Discharges from Mining
Activities
Discharge
Characteristics
Units
Measurement
Frequencyl
Sample
Type2
Sample
Location3
Settleable Solids
mi 1
Semi-annual
Grab
SDO
Total Suspended Solids
m l
Semi-annual
Grab
SDO
Turbidity4
NTU
Semi-annual
Grab
SDO, or U,D4
Total Rainfalls
inches
Semi-annual
--
Event Durations
minutes
Semi-annual
Estimate
--
Total Flow6
MG
Semi-annual
I Estimate
I SDO
Footnotes:
1. Measurement Frequency: Twice per year during a representative storm event, as defined for this permit.
Failure to_comuly with semi_ -annual monitoring in accordance with permit terms for any six-month
monitoring period immediately triggers monthly monitoring for the remaining permit term.
2. Grab samples shall he collected within the first 30 minutes of discharge. For sites where multiple outfalls
are separated by distances that preclude collection within 30 minutes of each discharge event is not
feasible, begin collection procedures within 30 minutes and continue until all outfalls with discharges are
sampled. Documentation explaining why it was not possible to take samples within the first 30 minutes
must be kept in the SPPP.
3. Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless
representative outfall status (ROS) has been granted and documented by the Division of Water Quality. A
copy of the letter granting ROS shall be kept on site.
4. Turbidity may be monitored at the Stormwater Discharge Outfall. Alternatively, the permittee may
choose to monitor turbidity in the receiving water, directly upstream and downstream of the stormwater
discharge outfall(s).
5. For each sampled representative storm event the total precipitation must be recorded. An on -site rain
gauge or local rain gauge reading must be recorded.
6. Total flow shall be: (a) measured continuously, or (b) calculated based on the amount of area draining to
the outfall, the amount of impervious area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event. Total rainfall precipitation and
duration of the rainfall event refers to the representative storm event sampled.
All analytical monitoring shall be performed during a representative storm event at each
stormwater discharge outfall (SDO). The permit allows the permittee to monitor turbidity at the
SDO or up- and downstream of the SDO, however, the permittee should consider regular turbidity
sampling up- and downstream of the discharge(s) when feasible to ensure compliance with water
quality standards.
Part III Page 5 of 16 Pages

BOTTOM DIMENSIONS
2 :1 SIDE SLOPES
STAGE - STORAGE
WIDTH LENGTH
50 100
STAGE ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
tt
sf
cf
cf
0
93
5000
0
0
0.5
93.5
5304
2576
2576
1
94
5616
2730
5306
1.5
94.5
5936
2888
8194
2
95
6264
3050
11244
2.5
95.5
6600
3216
14460
3
96
6944�
3386
17846 -t-
3.5
96.5
7296 \
3560
21406
4
97
7656 1
3738
25144
f
r
r�
i
c�•=/ 477� f
rr rr vILI j

154 Sail Survey
TABLE 15.--PHYSICAL. AND CHEMICAL PROPERTIES OF THE SOILS
(The symbol < means less than; > means more than. Entries under "Erosion factors--V apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated)
Soil name and
map symbol
! I
IDepthl
I I
I 1
Clay
I !
I Moist (Permeability
I bulk I
I density 1
I I I I Erosion I
lAvailablel Soil IShrink-swell I factors I Organic
I water Ireactionl potential I I I `matter
Icapacity I I K f T !
I In I
Pot
!
g/cc 1
In/hr
I
In/in
I
pH
I I
I
I Pct
AaA--------------f
0-111
10-20
11.30-1.501
2.0-6.0
10.12-0.2013.6-6.5
ILow---------- 10.241
5 ! 1.5-3
Altavista
J11-471
18-35
11.30-1.501
0.6-2.0
10.12-0.2013.6-6.0
ILow---------- 10.241
1
j47-601
I
---
I
I
---
---
I
---
I
---
I------------- I ----
I
I ,
Am9":
I
I I
I
!
I
I
!
I
I
I I
I I
I
I
I
I
Appling---------
1 0-101
5-30
11.45-1.651
2.0-6.0
10.08-0.1314.5-6.5
ILow---------- 10.151
4 1 .5-2
I10-611
25-6C
I1.25-1.451
0.6-2.0
10.15-0.1714.5-5.5
ILow---------- 10.281
1
161-861
20-50
!1.25-1.451
C.6-2.0
I0.12-0.1614.5-5.5
ILow---------- 10.2BI
1
I
I------------- I -_
--I
I
Marlboro --------
1 0-6 1
5-2C
11.30-1.601
E
2.0-6.0
I0.09-0.1414.5-6.5
I
I I
ILow---------- 10.201
I
I
5 1 .5-2
1 6-48;
35-65
1'-.20-1.50!
0.6-2.0
10.14-0.1614.5-6,0
}Low ---------- {4.201
I
146-701
30-60
11.20-1.501
0.6-2.0
10.12-0.1814.5-6.0
i
(Low ---------- I0.201
1
AsA--------------!
I
0-111
5-2C
i
11.40-1.701
2.0-6.0
C.10-G.1514.5-6.0
i
I 1
!Low ---------- 10.201
I
!
4 1 .5-2
A%;Z;sca
I1-i-431
2C•-3E
11.35-1,601
0.6-2.0
I0.12-0.1214.5-6.0
ILow---------- 10.241
143-601
---
j
--- I
0.6-2C.G
:
I
---
!------------- !----I
I
AuA--------------I
11.60-1.701
>6.0
IC,04-0.0914.5-6.5
!Low ---------- 10.101
5 1 .5-1
Autryvilie
l22-31!
10-25
1.40-1.601
2.C-6.0
IC.08-0.13J4.5-5.5
(Low ---------- I0.101
1
1-.1- cI
-.-C
I-.6G-1.7C1
>6.0
;C.03-0.0814.5-5.5
ILow---------- 10.101
1
;56-701
1C'-
!
.4G-1.601
G.6-2.C`
10._G-0.-5l4.5-...5
,low ---------- 10.171
!
B�---------------
0-23;
2-_
1.z5-1.551
C.6-2.c
1e.
2-e.1s!<._-_
..
1LOw---------- i•O.:ci
5-2
Bi7b
;:3-601
2-16
11.30-1.601
0.6-2.0
IC.'_2-C.20[4.5-5.5
ILow---------- 10.371
i
BnA--------------
i 1
1 0-52I
i-7
1
1i.30-1.601
I
6.0-20
i
1C.C3-G.G7I4.5-5.0
!
;Low ---------- l0.101
1
5 1 -i
Blanton
152-971
12-40
1=.60-1.701
0.2-2,0
10.10-0.15I4.5-5.5
JLow---------- I0.201
1
BOA --------------
1 1
1 0-281
2-8
1
11.30-1.701
1
6.0-20
1
10.04-0.0814.5-6.0
1
1 1
ILow---------- 10.101
1
1
5 1 .5-2
Bonneau
128-531
13-35
11.40-1.60j
0.6-2.0
10.10-0.1514.5-5.5
ILow---------- 10.20I
E
153-71!
15-40
11.40-1.601
0.6-2.0
10.10-0.1614.5-5.5
(Low ---------- 10.201
E
COB --------------
I i
1 0-9 i
5-20
I
11.30-1.501
I
2.0-6.0
I
10.12-0.1414.5-6.5
I
I I
ILow---------- 10.281
I
4 1 .5-2
Cecil
19-721
35-70
11.30-1.501
0.6-2.0
10.13-0.15I4.5-5.5
ILow---------- l0.281
1
CeC--------------
I 1
1 0-151
5-20
1
11.30-1.501
1
2.0-6.0
1
10.12-0.1414.5-6.5
1
! 1
#Low ---------- 10.281
1
!
4 1 .5-2
Cecil
115-521
35-70
11.30-1.501
0.6-2.0
I0.13-0.1514.5-5.5
ILow---------- 10.281
1
152-601
---
I
--- !
---
I
---
I
---
I------------- I ----
I
I
Ch---------------
I I
1 0-6 l
10-35
I
11.30-1.601
0.6-2.0
i
10.15-0.2414.5-6.5
I
I I
ILOw---------- 10.281
!
i
5 1 1-4
Chewacla
1 6-32!
18-35
11.30-1.60I
0.6-2.0
10.12-0.2014.5-6.5
ILow---------- 10.281
1
132-441
18-35
11.30-1.501
0.6-2.0
10.15-0,2414.5-7.8
ILow---------- !0.32!
1
144-601
---
I
--- I
---
I
---
I---
I ------------- { ----
I
I
COB, CoC---------
I
1 0-6 1
3-10
11.30-1.701
I
2.0-6.0
I
10.06-0.1014.5-5.5
I
I I
ILow---------- 10.151
I
I
4 1 <1
Cowarts
1 6-341
25-40
!1.30-1.501
0.2-2.0
I0.10-0.1614.5-5.5
ILow---------- 10.261
1
134-691
18-35
11.45-1.751
0.06-0.6
I0.10-0,1414.5-5.5
(Low ---------- 10.241
1
DOA --------------
1 1
1 0-101
5-10
1
11.35-1.501
1
2.0-6.0
1
10.OB-0.1513.6-5.5
1
1 1
ILow---------- 10.28I
1
1
5 1 .5-1
Dogue
110-551
35-50
11.45-1.601
0.2-0.6
10.12-0.1913.6-5.5
IModerate----- 10.281
1
155-751
5-30
11.30-1.501
0.6-6.0
10.05-0.1413.6-5.5
ILow---------- 10.171
1
FaA--------------
I I
1 0-131
5-20
I
J1.40-1.651
I
6.0-20
I
10.06-0,0514.5-5.5
I
I i
ILow---------- 10.281
I
I
5 1 .5-2
Faceville
113-651
1 1
35-55
11,25-1.601
1
1
0.6-2.0
10.12-0.1814.5-6.0
1
1
ILow---------- 10.371
1 1
1
1
1
See footnote
at end
of table.

i s 9 t7
a
1 f
a

STAGE - STORAGE
WIDTH LENGTH
BOTTOM DIMENSIONS 40 80
2 :1 SIDE SLOPES
STAGE
0
0.5
1
1.5
2
2.5
3
3.5
4
ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
ft
sf
cf
cf
93
3200
0
0
93.5
3444
1661
1661
94
3696
1785
3446
94.5
3956
1913
5359
95
4224
2045
7404
95.5
4500
2181
9585
96
4784
2321
11906
96.5
5076
2465
97
5376
2613
16984 rr
�
J
Ir
F

P/ CS
r
'i
'� t
7_r

r
//
iF� S rr i �[ 3
I�
i� � I
' _., }
� -- /� t /-� _ (l- � �- � �- �/Yam}
- Y�zo�
�� �Cr /�" '� �.r� GJ � G + � — �� �r 4..- C F' � � �+F?/� �-, ~aril V C.I r
r
� ���� S .�. � SC c _ � 3. C Gam" :� � �_
� r
�y — �I/+ /
f

BOTTOM DIMENSIONS
2 :1 SIDE SLOPES
STAG E - STO RAG E
WIDTH LENGTH
38 76
STAGE ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
2888
0
0
0.5
93.5
3120
1502
1502
1
94
3360
1620
3122
1.5
94.5
3608
1742
4864
2
95
3864
1868
6732
2.5
95.5
4128
1998
8730
3
96
4400
2132
10862
3.5
96.5
4
1
4
97
4968 j
2412
15544 f

Dewatering Basin Design `items in red are inputs
Version 2.27.09
The volume of the borrow pit dewatering basin will be based on a 2 our retention time. Using
the formula V= 8.0203 * Q * t where, V is volume in cubic feet, Q is the pump rate in gallons per,
minute (GPM), and t is the retention time in hours. The pump rate is not to exceed 1,000 GPM
(60,000 GPH).
STEP 1: Input required variables
Pump Rate:
Retention Time:
Required Volume:
35 GPM
2 hours
1363.451 ft'
STEP 2: Design of the Dewatering Basin
The volume of the borrow pit dewatering
basin will be based on a 2 hour retention
time. The pump rate shall not exceed
1,000 GPM (60,000 GPH). The contractor
may desire a greater retention time, for
managing turbidity; however, work
associated with this increased volume will
be considered incidental.
Final Required Volume: 1363.451 its
Design Depth: ono, to exceed 3 Jee,
Proposed Basin Side Slopes: 2.0 :1 side slopes `must beat !east 1.5: 1, or Flatter
OPTIONS
2:1 (L: M
3:1 (L:149
Suggested Top Width (ft):
16
13
Suggested Top Length (ft):
32
39
Final Design Top Width ft :
20
17
Final Design Top Length (ft):
40
51
Final Design Depth (ft):
3
3
Verity storage ►ft'1
1464.00
OK
1521.00
OK
The dewatering basin shall be designed in accordance with the Borrow Pit
Dewatering Basin Detail Drawing.
Comments:

Skaggs_Method_summary.txt
Skaggs Method Program
Determination of Lateral Effect of Roadside Ditch or Borrow Pit
version 1.2.0
Copyright 2006-2007 North Carolina State University
written in C# Language by Brian D. Phillips
Last software update: February 28,2007
Project Run Date and Time: 6/28/2011 11:45:52 AM
Project Information
------------------------------------------------------------------
Project Title/Description: MATTHEWS PIT 3
soil series or ID: ALTAVISTA
User Name: ANDREW HODGE
site Parameters
------------------------------------------------------------------
Impoundment Type: 2 (1=Roadside Ditch 2= Borrow Pit)
state: North Carolina
County: ]ohnston
surface Storage: 2 inch
Depth to water surface: 1 ft
T25 value: 6.3 days
Depth to Restrictive Layer: 30 ft
Drainable Porosity: 0.035
weighted Hydraulic conductivity: 1.3825 inch/hour
Hydraulic Conductivity Data by Layer
Bottom Depth of Layer (in} Conductivity (in/hr)
Layer 1 11 4.00
Layer 2 360 1.30
Layer 3 0 0
Layer 4 0 0
Layer 5 0 0
►J
---------------------------;------------------
- Lateral -Effect:
_-38_5-ft-----/--'-----_-'--------
-----------------------7 --------------------
y"
LS /
Page 1

SI TC
SR 1009
.►0llN,57'UN CO, NC
WETLAND DELINEA TION
svnvcr FOR
MATTHEW SAND .AND GRAVEL, INC
PROPERTY OF
RA YMOND A MASSENGILL JR & DA VID BR YAN STANFIELD
DELINEATION BY
NA'Al, PLOYII AND ASSOCIAV,,S
6621 11 HP lle GRAND WAY
ltiAld;M11, NORTH CAR'OI,INA 27(i l i
PlIONh' (919)422—(,74 5 FAX [phone]
FIELD SURVEY AND MAP BY
DENNIS .RAY BLA CKMON, RLS
Land Sr rveying - Land Development C'onsidtai , — Afnl?plllg
1023C IVE'S7' A1ARKIq' ,5'7'1►'Is'I,7' — P. U. BOX 1401
,SM1771FIf LP. NC 27 5 i i PlIONI;': 934 —: 490
THIS CERTIFIES THAT THIS COPY OF Tl IIS PLAT ACCUII'i11 L r_ Y
DEPICTS THE BOUNDARY OF THE JURISDIC I"!ON OF S� C IION 404
OF THE CLEAN WATER ACT AS DETERMINED UY THE
UNDERSIGNED ON IHIS OATF. UNLESS 111F_RE IS A CIIANGL IN
THE LAW OR OUR PUBL ISI IED REGUL A 17ONS, T I-115
DETERMINATION OF SECTION 404 JURISOICRON MAY 13E FFL1!_1)
UPON FOR A PERIOD NOT TO F_XCEED FIVE YEARS FROM 11115'
DATE. THIS DC1I=RMINATION WAS MADE UTILIZING 711E 1987
CORPS OF ENGINEERS WE71_AND5 DELINEAHON MANUAL.
REGULATORY OFFICIAL
71RE
DATE
USACE ACTION I0_
51ANDARD OF PRACTICE CLRWICATE
1. H REBY C!_=111JFY 71141- 11-11S PLA1' WAS DRAWN
FI'OM AN ACIUA!_ SClls'Vl_Y PI=0v6JRA4CO UNDER MY
l.Jll r f- C 1 SLIVEA'VISION.
1,01S PLAT WAS !'Rf PAl?f U 1N ACCORDANCE WIT1-I
TJ'1F_ STANDARDS OF PRACI7CF OF NOAVY
CAr�OI_IfyA�j �WIINFSS MY HANJJ ANO Of I ICIN_ S1=AL
� IC is vt lz�_ A. D. 201 1
vjk)NAL. ' L UINI YOf, L - 1,574
.SAL i
1
PAGE 1 OF 4
M:\LAND PROJECTS R2 \ MATTHEW PIT\ DWG \ MATTHEW PIT 3—WETLANDS MAP. DWG

NOTES•
1) WETLAND LIMI75 DETERMINED FROM FIELD SURVEY BY NEAL FLOYD and
ASSOCIATES (SOIL SCIEWISF) AS SURVEYED BY DENNIS RAY BLACKMON, PLS
ON APRIL 7-26, 2011
THIS CERTIFIES MAT T141S COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF TIIE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINEO BY TII[
UNOF_RS1GNCll ON 1111S DATE. UNLESS 11IFRE LS A 04ANC1_ IN
THE LAW OR OUR PUBLISHED REGULATIONS. THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY 13F fiE1IC0
UPON FOR A PERIOD NOT TO EXCEED FIVE YF_ARS FROM THIS
DATE. 1111S OF-T£RMINAIION WAS MADF_- URL17_INC IIIE 19117
CORPS OF ENGINEERS WETLANDS DF_ONEATION MANUAL.
REGutATO1r)" OFFICIAL
rM E
DATE
USACF ACTION lD-__
SIANOAPO 01- PRAClIC'k CERTIFICATE
I, HEREBY CER71FY 7h1AT 1141S. PIA F Wit S DRAWN
I -ROM AN AC7l.1AL SURVEY I-'(=15'F01?ti11_U UNDER MY
01A,CC' I ` UP1: IN)VISICaN.
IMI.S PLAT WAS PINY-ARFI) IN ACCORDANCE MIl-I
THE S IANDARDS OF PRi1 C71CI-- OF NOR 17-1
CAROL INA, 1411 TNES�Y HAND AND OMCIA!_ SF_AL
f Rl7F �` C` t CJ 8'1117VF. 'op, L - 1374
SEAL
O VERALL MAP
DATf_: 1)G/o611 ! ?yt�'; •.:=.t�'.';:::.. y
PACE 2 OF 4
M:\L4ND PROJECTS R2\MATTHEW P/T\DWG\MATTHEW PIT 3—WETLANDS MAP.DWG

N/F
ROAWD STUART MAS'SENGILL
OB 1874, PG I J8
WV WDS /
NON — WI_ TLANUS
c
Tl f/S CL RTIFIES 111AT T111S COPY OF 71115 PI.A7 ACCURA l EL Y
DEPICTS 711C DOUNDARY OF ME 1Urf$0/C710N OF 50G710N -104
OF TIIE CLEAN WATER ACT AS V 7L-RM1NCl? T3Y Off-
UNDLRSICNED ON THIS DATE UNLESS (HERE 15 A CHANCE IN
TIIE LAW OR OUR P(IRLISTIED REGULATIONS, 1111S
DETFRMINATION OF SECTION 404 J1,1RISDICTICIN 41AY L,'F RF1.IF_D
UPON FOR A PERIOD NOT 70 EXCEED FIVE YEARS FROM THIS
VATF THIS DE7FRMINATION 4 AS MADE U111.17ING 7111_- 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL,
REGULATORY OfIIQA1
71I L f
DATE."
USACC % rION 10
I
y
RAYMOND A MASSENGILL
08 3927, PG 95
fL000WAY
y
1
y �
I4�
1�
I;cc7�
yOC
1j m
1�
10S
y
1
4
DVVTD BRYAN
B J526,
1`
1
1
WL7UWDS
WETLAND
LINE `-",,-,,,, ;Vr
STANFIELD
PG 162
r=
WE7l11NU _
LINE
. q
r1
rh
JR
1
0
Slq tZ
STANDARD OF PRACTICE" CERTIFICATE It NIF
RAMONA MARIAH KNIGHT
!, TiEREf3Y CER77FY T1 fAT T1I15 PLAT WAS DRAWN D8 1316 PG 850
j
FROM AN ACTUAL SURVEY PERFORMED UNOER M1
DIRECT SUPERVISION,
THIS PLAT WAS PREPARE[) IN ACCORDANCE WIIN
THE STANDARDS OF PRACTICE OF NOR771
CAROLttNA WITNESS-4W NAND AND OFFICIAL SL�"AL
THIS J &k F � 05" , A.D. 2011
PROFESSIONAL ZANO f4JRVEYOR 1-1374
7r9''in•'l( 4j"
NON --WETLANDS
NOTE:
ALL POINTS ARE
COMPUTED POINTS UNLESS
OTHERWISE NOTED
N/F
JULIAN STEWART
IL
DB 2812, PG 630
llr
�5
I.-h'!;l1NG fill!!
Fis�\ r 'CONTROL
16.
n
N%F
JULIAN R STEWART'
DS 3610, PG 770
Ens
CONTROL
CORNER"
A
SEE SHEET 4 OF 4
FOR LINE TABLE
SCALE. 1 "-200'
DATE: 06106111
PAGE.' 3 OF 4
SEAL
M:\LAND PROJECTS R2 \ MATTHEW PI T\ DWG \ MATTHEW PIT 3- WETLANDS MAP. DWG

1.1)
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—
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- ................
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- --
IJ
---"1.i111
----194.;19
---- 1-23
---
1',54.43
LJII
I. 3; I
STANDARD OF PI?AC7A'Cf AMIICAIF
1, NEREM' CERIIf Y 111AT MIS PLAT WAS URAWN
FROM AN ACIUAE SURVEY PERFORMED UNDER AW
DIRECT SUPERVISION.
THIS PLAT WAS PREf'ARF_D IN ACCOR)ANCF- 141111
ME S7AN0ARVS Of- PRACTICE OF NORTH
CAROLrA, VII-N�FSS 11ANO AND OFT-ICIAL SEAL
Tf11s A,v ,LLLi
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hH7'21'L'l"W
MIS 11 fA1 IIr1 , COPY Of- MIS PLAT ACCOR111f.'0'
lJLI'lC1S 1NL l.IUI1Nl)ARY OI 1111_ J(JRISUICIION 01' SECIIC)N 404
Of' lI1C GI AN 1011Vl7 ACT AS UF7F_f;A11NF1) BY ME
UNUFRSIGNEU ON 71115 DAIF, UNLESS IIIL-RC IS A CIIANCT.- IN
111E LAW Of? OUR PORL1511CU REGUTAPONS, OTIS
01-1FRAfIN111ION Of- SFCIION 404 JURISOIC71ON MAY IMF R1: -1EI)
UPON FOR A PERIOD NOT 10 EXCEFU FA/F )EARS FROM 11-115
DAIS. !lll: U1=1I.17MINAUUN 1,171S MAOC flllT_IIINi: !I IC 1987
CORPS 0! FNGINIFRS IVEILANUS DEJ-lNFAIION MANIJAI-.
Pf.6 flAWRY 011'1CIA1.
7171.0 --
PA1f' —
UOCT Ar110r; W_
DATE: 06106111
PA GE. 4 OF 4
M." \ LAND 11pl? 'OTS R2 \ MATTHEW PIT\ DWG \ MAT7HEW PIT 3— WETLANDS MAP. DWG

ENGINEERING
CALCULATIONS

A Wor

�zG/
7Z)6 -A-- -, / nn �. - J" 7 .: -a � f' / . v
V
i
•

.01
;r ---n,

Permit No, NCG020000
and process areas. Analytical monitoring for stormwater discharges shall be performed for
parameters as specified in Tables 1 through 3. All analytical monitoring shall be performed
during a representative storm event as defined below.
Monitoring Exemption
Analytical monitoring is not required for any basin or pond designed to contain the 25-year, 24-
hour storm (see Part V11, Definitions) without discharging, and that can regain capacity to hold such
an event within five (5) days' time through means other than discharge to surface waters. A basin
or pond that meets this provision is considered a non -discharging stormwater control.
Table 1. Analytical Monitoring Requirements for Stormwater Discharges from Mining
Activities
Discharge
Characteristics
Units
Measurement
Frequencyl
Sample
Type2
Sample
Location3
Settleable Solids
ml 1
Semi-annual
Grab
SDO
Total Suspended Solids
mg/1
Semi-annual
Grab
SDO
Turbidity4
NTU
Semi-annual
Grab
SDO, or U,D4
Total Rainfalls
inches
Semi-annual
--
-
Event Durations
minutes
Semi-annual
Estimate
--
Total Flow6
MG
Semi-annual
Estimate
SDO
Footnotes:
1. Measurement Frequency: Twice per year during a representative storm event, as defined for this permit.
Fair to comply -with serrti an iin alppitorir�gj"cordance with ermit terms €or any si_ x month
monitoring period immediately triggers me_nthl=onAoring for -the re -maims nermitlerm.
2. Grab samples shall be collected within the first 30 minutes of discharge. For sites where multiple outfalls
are separated by distances that preclude collection within 30 minutes of each discharge event is not
feasible, begin collection procedures within 30 minutes and continue until all outfalls with discharges are
sampled. Documentation explaining why it was not possible to take samples within the first 30 minutes
must be kept in the SPPP.
3. Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless
representative outfall status (ROS) has been granted and documented by the Division of Water Quality. A
copy of the letter granting ROS shall be kept on site.
4. Turbidity may be monitored at the Stormwater Discharge Outfall. Alternatively, the permittee may
choose to monitor turbidity in the receiving water, directly upstream and downstream of the stormwater
discharge outfall(s),
S. For each sampled representative storm event the total precipitation must be recorded. An on -site rain
gauge or local rain gauge reading must be recorded.
6. Total flow shall be: (a) measured continuously, or (b) calculated based on the amount of area draining to
the outfall, the amount of impervious area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event. Total rainfall precipitation and
duration of the rainfall event refers to the representative storm event sampled.
All analytical monitoring shall be performed during a representative storm event at each
stormwater discharge outfall (SDO). The permit allows the permittee to monitor turbidity at the
SDO or up- and downstream of the SDO; however, the permittee should consider regular turbidity
sampling up- and downstream of the discharge(s) when feasible to ensure compliance with water
quality standards.
Part III Page 5 of 16 Pages

1�10(iG
BOTTOM DIMENSIONS
2 .1 SIDE SLOPES
STAGE - STORAGE
WIDTH LENGTH
50 100
STAGE ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
5000
0
0
0.5
93.5
5304
2576
2576
1
94
5616
2730
5306
1.5
94.5
5936
2888
8194
2
95
6264
3050
11244
2.5
95.5
6600
3216
14460
3
96
6944d--,_
3386
17846
3.5
96.5
7296
3560
- - 21406
4
97
`
7656
3738
25144

• • • DISCLAII'AER ...
Johnston County assumes no legal !esponsit�Dy for ,.he inlormalinif represented hele.
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(The scale is only accuratevi,ien printed landscape on a 8.5x11Ili size shcc,, with ^e page snling. i

154
Soil Survey
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
(The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated)
Soil name and
map symbol
I I
!Depth!
1
I
Clay
I I
I Moist IPe=eability
1. bulk I
I density I
I I I I Erosion !
!Available! Soil (Shrink -swell I factors I Organic
{ -water !reaction! potential I I ! matter
Icapacity 1 I 1 K I T
I In I
Pct
f g/cc
I
In/hr
I In/in
I
pH
I I !
I Pat
AaA--------------
1 0-111
10-20
11.30-1.501
2.0-6.0
10.12-0.2013.6-6.5
!Low ---------- 10.24j
5 1 .5-3
Altavista
111-471
16-35
11.30-1.501
0.6-2.0
10.12-0.20;3.6-6.0
!Low ---------- 10.24j
1
147-601
I I
---
I ---
I
I
I
---
I --_
I
I---
I
I -------------I----;
I I I
I
I
AcnB *:
Appling---------
I I
1 0-101
5-30
i
I1-45-1.651
I
2.0-6.0
I
10.08-0.13j4.5-6.5
I ! I
ILow---------- 10.151
I
4 j .5-2
110-611
35-60
;1.25-1.451
0.6-2.0
10.15-0.1714.5-5.5
ILow---------- 10.281
1
161-861
20-50
11.25-1,451
0.6-2.0
10.12-0.1614.5-5.5
!Low ---------- 10-281
1
186-99(
---
! ---
I
---
I ---
I
---
------------- I ---- 1
.I
Marlboro --------
I
1 0-8 1
5-2C
!
!1.30-1.601
I
2.0-6.0
I
10.09-0.1414.5-6.5
I
E I I
iLow---------- 10.201
I
5 1 .5-2
1 6-48;
35-65
'1.20-1.501
0.6-2.0
10.14-0.1814.5-6.0
ILow---------- 10.201
I
146-701
30-60
1.20-1.50;
0.6-2.0
10.12-0.:614.5-6.0
jLow---------- 10.20E
1
AsA--------------!
I
0-111
5-2u
;1.40-1.70I
I
2.0-6.0
I0.10-0.1514.5-6.0
;Low ---------- 10.201
4 1 .5-2
3+tct to
;-1-431
2G-35
i'- 35-'-.601
0.6-2.0
10_-2-0.1814.5-6.0
I:.ow----------10.241
1
!4Z-601
---
---
C.6-20.0
1
I ----'
AuA--------------1
0-221
2-10
;_.60-1.701
>6.0
l0.04-0.0914.5-6.5
1Low ---------- 10.101
5 1 .5-1
Autryville
;22-31;
10-25
::.40-1.601
2.0-6.0
O.Oc-0.'�
_-Iti
5- .J
(LOW ---------- I I
I
!31-58!
2-8
;1.60-1.701
>6.0
1C.C3-0.0814.5-5.5
;Low ---------- 10.101
I
;_8-7p1
1C __
_.4G--.601
C.c-_.0
10.:0-0.:5;4.
-_.a
i_ow----------iC.- 1
I
Bb---------------
1 0-23I
2-'-5
1.25-1.551
0.6-2.0
I
1C.:2-G.19JC
-5.5
! I I
(Low ---------- 10.20!
5 1 5-2
Bi b
;23-601
2-1fi
11.30-1.601
0 6-2.0
10.12-C.20i4.5-5.5
ILow---------- 10.371
I
BnA--------------
1 0-521
i-7
;1.30-1.601
6.0-20
!0.03-G.07l4,5-6.0
;Low----------10.10!
5
Blanton
152-971
12-40
11.60-1.701
0.2-2.0
10.10--0.1514,5-5.5
ILow---------- 10.201
1
BOA --------------
! 0-281
2-8
11.30-1.701
6.0-20
10.04-0.0814.5-6.0
1Low---------- 10.101
5 E .5-2
Bonneau
128--531
13-35
11.40-1.601
0.6-2.0
10.10-0.1514.5-5.5
1Low---------- 10.201
153-711
15-40
11.40-1.601
0.6-2.0
10.10-0.1614.5-5.5
1Low---------- 10.201
I
CeB--------------
1 1
1 0-9 1
5-20
1
11.30-1.501
1
2.0-6.0
1
;0.12-0.1414.5-6.5
1
1 1 ;
ILow---------- 10.281
1
4 I .5-2
Cecil
1 9-721
35-70
11.30-1.501
0.6-2.0
10.13-0.1514.5-5.5
1Low---------- 10.281
;
CeC--------------
I I
1 0-15I
5-20
I
!1.30-1.501
I
2.0-6.0
#
10.12-0.1414.5-6.5
I
I I I
!Low ---------- 10.291
I
4 1 5-2
Cecil
115-521
35-70
11.30-1.501
0.6-2.0
10.13-0.15l4.5-5.5
1Low---------- 10.281
1
I------------- I - ---I
I
Ch---------------
! I
1 0-6 1
10-35
I
11.30-1.601
I
0.6-2.0
I
10.15-0.24f4.5-6.5
I
I I I
ILOw---------- 10.281
I
5 ! 1-4
Chewacla
1 6-321
18-35
11.30-1,601
0.6-2.0
10.12-0.2014,5-6.5
(Low ---------- 10.281
;32-441
18-35
11.30-1.501
0.6-2.0
10.15-0.2414.5-7.8
(Low ---------- 10.321
1
l44-601
---
I ---
I
___
I ___
I---
I-------------I----I
I
COB, CoC---------
f I
1 0-6 1
3-10
I
11.30-1.701
I
2.0-6.0
I
10.06-0.1014.5-5.5
I
I I 1
(Low ---------- 10.151
1
4 <1
Cowarts
1 6-341
25-40
11.30-1.501
0.2-2.0
10.10-0.1614.5-5.5
1Low---------- 10-281
i
134-691
18-35
11,45-1.751
0.06-0.6
10.10-0,1414.5-5.5
;Low ---------- 10.241
1
DoA--------------
1 1
1 0-101
5-10
1
;1.35-1.50!
1
2.0-6.0
1
10.08-0.1513.6-5.5
1
1 1 1
1Low---------- 10.281
1
5 1 .5-1
Dogue
110-551
35-50
11.45-1.601
0.2-0.6
10.12-0.1913.6-5.5
IModerate-----10.281
1
155-751
5-30
11.30-1.50{
0.6-6.0
10.05-0,1413.6-5.5
1Low---------- 10.171
1
FaA--------------
I I
1 0-131
5-20
I
11.40-1.65{
i
6.0-20
I
10.06-0.0914.5-5.5
I
I I I
1Low---------- 10.281
5 1 .5-2
Faceville
113-651
1 I
35-55
I1-25-1.601
I
I
0.6-2.0
10.12-0.1814.5-6.0
I
I
1Low---------- 10.371
I I I
1
I
See footnote
at end
of table.

V
t �
G

j � (/
/�1�� �
a :� � y. ��� �� ���
1 .� J J /
.-�z /�
��
� Y J
i
I _
i
� � � � � � �i � ��/ �% tom/ / -� f� 5' �9 ���
J /'
If --��. ___.__ ..-.
-----�___ �-__--� Z -� � _ �-3 �- ------..-------�----- -- �--------��-�---------�--- .

BOTTOM DIMENSIONS
2 :1 SIDE SLOPES
GS � it
STAGE -STORAGE
WIDTH LENGTH
40 80
STAGE ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
ft
5f
cf
cf
0
93
3200
0
0
0.5
93.5
3444
1661
1661
1
94
3696
1785
3446
1.5
94.5
3956
1913
5359
2
95
4224
2045
7404
2.5
95.5
4500
2181
9585
3
96
4784 ----)
2321
11906
3.5
96.5
5076 i
2465
4
97
5376 f
2613
16984
r

Ls
7_r
5 i
r �
*�` GZ 7l 7S C

,6 -- S:-, -z 3
/� v ../ �I � l '� �..: � �-,S / � �� is — _' r' �•.

Ggf�
BOTTOM DIMENSIONS
2 :1 SIDE SLOPES
STAGE - STORAGE
WIDTH LENGTH
38 76
STAGE ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
2888
0
0
0.5
93.5
3120
1502
1502
1
94
3360
1620
3122
1.5
94.5
3608
1742
4864
2
95
3864
1868
6732
2.5
95.5
4128
1998
8730
3
96
4400 ��
2132
10862
3.5^
�96.5
4680
2270
— 3132
4
97
4968 1
2412
15544

Dewatering Basin Design 'items in red are inputs
Version 2.27.09
e volume of the borrow pit dewatering basin will be basea on a 2 hour retention time: Using
the formula V= 8.0203 * Q * t where, V is volume in cubic feet, Q is the pump rate in gallons. per
minute (GPM), and t is the retention time in hours. The pump rate is not to exceed 1,000 GPM
(60,000 GPH).
STEP 1: Input required variables
Pump Rate:
Retention Time:
Required Volume:
85 GPM
2 hours
1363.451 ft'
STEP 2: Design of the Dewatering Basin
The volume of the borrow pit dewatering
basin will be based on a 2 hour retention
time. The pump rate shall not exceed
1,000 GAM (60,000 GPH). The contractor
may desire a greater retention time for
managing turbidity; however, work
associated with this increased volume will
be considered incidental.
Final Required Volume: 1363.451 tt'
Design Depth: 3 not �o exceed 3 feet,
Proposed Basin Side Slopes: 2.0 :1 side slopes 'm«st tie at least 1.3:1 or `fatter
OPTIONS
2:1 (L: M
3:1 (L: K9
Suggested Top Width (ft):
16
13
Suggested Top Length (ft):
32
39
Final Design Top Width (ft):
20
17
Final Design Top Length (ft):
40
51
Final Design Depth (ft):
3
3
Verify Storage (fe)
1464.00
1521.00OK OK
The dewatering basin shall be designed in accordance with the Borrow Pit
Dewatering Basin Detail Drawing.
Comments:

PUMPING OPERATION AND MONITORING PLAN
MATTHEWS PIT 3
Johnston County
PUMPING OPERATION:
The pumping or dewatering of the mine is purposed to be performed as follows:
During workings hours; lam to 5 pm the water from the pit is to be used to process the
sand. The pumping rate is purposed to be at a maximum of 80 g/m. The overflow from
processing the sand will flow through a ditch or diversion which will be put in place, it
will flow to a basin designed to handle this flow without discharge from the site.
During non -working hours; 5pm to lam the mine is purposed to be dewatered by
pumping the water to this same basin at a maximum rate of 35 g/m. Again this basin is
designed to handle this pumping rate without discharge from the site.
MONITORING PLAN:
Before construction begins the contractor will place two monitoring wells on site at
locations shown on the attached map. These monitoring wells will be 12" perforated
pipes installed in the ground a minimum of 10'. When the ground water has settled into
the pipe, an initial measurement shall be taken. After that; a measurement shall be taken
monthly on a date set by the contractor. These monthly readings shall be logged and
submitted to NCDWQ quarterly. NCDWQ will review the data and increase or decrease
the monitoring schedule and/or submittal period. The purpose of monitoring these wells
is to demonstrate compliance and ensure a reduction of impact to the wetlands.
STRATEGIC PLAN:
Should the monitoring wells indicate an impact to the wetlands, the contractor shall
contact NCDWQ to determine a course of action. For example, maybe the dewatering
can be released at an alternate location on site or a different method of mining begins,
such as "cell mining".
NCDWQ contact person — Lauren Witherspoon — 919-791-4200.

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f is

Neal C. Floyd & Associates, Inc.
June 28, 2011
Andrew Hodge, PE
Dennis Blackmon urveying, RL5
1023 C West Maul, I Street
Smithfield, NC 27577
RE: Mathews Pit # 3- overall soil evaluation
Dear Andrew,
I evaluated the site o determine the dominate soil characteristics/soil series to help establish the
base parameters nerded for design. I have characterized the overall soil conditions and will
include them in the report, Based on my field boring analysis, the soil series most prevalent in
the non-tvetlwid are 3 is Altivista due to the evidence of the seasonal ]sigh water table between
20 — 321' and occur nice of Bt with redoxymorphic throughout the Bt horizon,
The borings are cba,-acteriZed as having a 0-10 inch sandy loam fop, underlain by a clay (10 YR
5/6) yellowish brow n clay Foam Btl to a depth of 20 to 26 inches. The yeilowirlr brown (10YR
5/6) clay loam Bt2 ranges from 26 to 33 inches in depth The Bt2 bas prominent strong brown
(7.5 YR :5/6) pale bi own (10 YR 6/3) and gray (10 YR 7/1) mottles indicating t11e seasonal water
table. These redoxi norphic features are prevalent throughout the Bt2. Inaressi,"tg depth in the
profile indicates a (0 YR 7/1) gray matrix. Based on the Bt occurrence and the: prominent gray
mottles between 24 ,o 32 inches, the domimt series is Altivista not state or Tarboro. Therefore
the use of soil paran:eters for Altivista is rmornable for Pit 4 3.
if you have any que ,tions or
Neal C.Floyd
LSS 0 10:39
6621 Arbor G -an de Way
, please contact me.
CAROLNA 27615 / 919.422.674_�

7,7
i J}
J I '�7
i
i

skaggs_Method_Summary.txt
Skaggs Method Program
Determination of Lateral Effect of Roadside Ditch or Borrow Pit
version 1.2.0
Copyright 2006-2007 North Carolina State University
written in C# Language byy Brian D. Phillips
Last software Update: February 28,2007
Project Run Date and Time: 6/28/2011 11:45:52 AM
Project Information
------------------------------------------------------------------
Project Title/Description: MATTHEWS PIT 3
Soil Series or ID: ALTAVISTA
User Name: ANDREW HODGE
site Parameters
-----------------------------------------------------------------
Impoundment Type: 2 (1=Roadside Ditch 2= sorrow Pit)
state: North Carolina
county: 7ohnston
surface Storage: 2 inch
Depth to water surface: 1 ft
T25 value: 6.3 days
Depth to Restrictive Layer: 30 ft
Drainable Porosity: 0.035
weighted Hydraulic Conductivity:' 1.3825 inch/hour
Hydraulic Conductivity Data by La er
Bottom Depth of Layer (in Conductivity (in/hr)
Layer 1 11 4.00
Layer 2 360 1.30
Layer 3 0 0
Layer 4 0 0
Layer 5 0 0
—'---------------------------- ; ------------------
----------------------------------------------
Lateral Effect: 38.5 ft /
j--------------------------7 --------------------
---------------------
Page

1
f
f
I
i
3
� �y Sr•�+ � rj' �r yiy�f �� }1i'y/J/�1/9�

Permit No. NCG020000
and process areas. Analytical monitoring for stormwater discharges shall be performed for
parameters as specified in Tables 1 through 3. All analytical monitoring shall be performed
during a representative storm event as defined below.
Monitoring Exemption
Analytical monitoring is not required for any basin or pond designed to contain the 25-year, 24-
hour storm (see Part Vil, Definitions) without discharging, and that can regain capacity to hold such
an event within five (S) days' time through means other than discharge to surface waters. A:basin
or pond that meets this provision is considered a non -discharging stormwater control.
Table I. Analytical Monitoring Requirements for Stormwater Discharges from Mining
Activities
Discharge
Characteristics
Units
Measurement
Frequencyl
Sample
Type2
Sample
Location3
Settleable Solids
mI I
Semi-annual
Grab
SDO
Total Sus ended Solids
mg/1
Semi-annual
Grab
SDO
Turbidi
NTU
Semi-annual
Grab
SDO, or U,D4
Total Rainfalls
inches
Semi-annual
--
--
Event Durations
minutes
Semi-annual
Estimate
--
Total Flow6
MG
Semi-annual
Estimate
SDO
F Lio :
1. Measurement Frequency: Twice per year during a representative storm event, as defined for this permit.
Failure to comply with semi-annual monitoring in accprdan�e with emit terms ,for ,ar)y six-month
monitoring period immediately riggers rrignthly monitoriag,for the remaining,-Vermit term.
2. Grab samples shall be collected within the First 30 minutes of discharge. For sites where multiple outfalls
are separated by distances that preclude collection within 30 minutes of each discharge event is not
feasible, begin collection procedures within 30 minutes and continue until all outfalls with discharges are
sampled. Documentation explaining why it was not possible to take samples within the first 30 minutes
must be kept in the SPPP.
3. Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless
representative outfall status (ROS) has been granted and documented by the Division of Water Quality. A
copy of the letter granting ROS shall be kept on site.
4. Turbidity may be monitored at the Stormwater Discharge Outfall. Alternatively, the permittee may
choose to monitor turbidity in the receiving water, directly upstream and downstream of the stormwater
discharge outfall(s).
5. For each sampled representative storm event the total precipitation must be recorded. An on -site rain
gauge or local rain gauge reading must be recorded.
6. Total flow shall be: (a) measured continuously, or (b) calculated based on the amount of area draining to
the outfall, the amount of impervious area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event. Total rainfall precipitation and
duration of the rainfall event refers to the representative storm event sampled.
All analytical monitoring shall be performed during a representative storm event at ach
stormwater discharge outfall (SDO). The permit allows the permittee to monitor turbidity at the
SDO or up- and downstream of the SDO; however, the permittee should consider regular turbidity
sampling up- and downstream of the discharge(s) when feasible to ensure compliance with water
quality standards.
Part III Page 5 of 16 Pages

0
BOTTOM DIMENSIONS
2 :1 SIDE SLOPES
STAGE -STORAGE
WIDTH LENGTH
50 100
STAGE ELEVATION CONTOUR AREA INCREMENTAL. STORAGE CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
5000
0
0
0.5
93.5
5304
2576
2576
1
94
5616
2730
5306
1.5
94.5
5936
2888
8194
2
95
6264
3050
11244
2.5
95.5
6600
3216
14460
3
96
6944-fr
3386
17846
3.5
96.5
7296
3560
21406
4
97
7656 1
3738
25144
r
1
i�
jAV z
r

DISCLAPMER ...
Johnston County assumes ro tepal rosponsit:ifily to! the infornatian !er resented 1•ete.
a 5
StA
w
pp,
- = AaA
-:
r
5t t�
Y1k i�tr �'n 4 °• S .. '�'�Y
scale 1 inch = 1000 'eel
(The SLase is o,4 acct!rale w; ien orinted lands, -we on a 8.5x i iin size sheet vri-h na Dane sewing,)
Dale f:'ay 9. 2011
„Is<e
�i.r.`.!C+i
4, i.W

154
Soil Survey
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
{The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated}
I I
I
I
I
I
I I Erosion I
Soil name and
IDeothl
Clay
!
Moist !Permeability
(Available!
Soil
IShrink-swell I factors I Organic
map symbol
I i
bulk I
I water
Ireactionl potential i I
I matter
I
density I
Icapacity
i
-j--
I I K I
-
T I
In I
Pet
19/ec
I
In/hr
I In/in
I
pH
I I
I Pet
AaA--------------
! 0-111
10-20
11.30-1.501
2.0-6.0
10.12-0.2013.6-6.5
ILow---------- 10.241
5 1 .5-3
Altavista
111-471
18-35
11.30-1.501
0.6-2.0
10.12-0.2013.6-6.0
ILow---------- 10.24!
1
I------------- I ----!
I
AmB•:
Appling---------
1 0-101
5-30
11.45-1.651
2.0-6.0
10.08-0.13i4.5-6.5
ILow---------- 10.151
4 1 .5-2
!10-611
35-60
11,25-1.451
0.6-2.0
!0.15-0.17J4.5-5.5
ILow---------- 10,281
1
i61-86!
20-50
11.25-1.451
0.6-2.0
10.12-0.1614.5-5.5
(Low ---------- 10.281
1
86-991
---
---
---
---
I
---
I-------------I----I
I
Marlboro--------J
! I
0-8 1
5-2D
I
11.30-1.601
I
2.0-6.0
!
i0.09-0.1414.5-6.5
1
I I I
!Low ---------- 10.201
!
5 1 .5-2
1 8-48!
35-65
11.20-1.50!
0.6-2.0
10,14-0,1814.5-6.0
ILow---------- 10.201
1
146-70i
30-60
l:.20-1.501
0.6-2.0
10.12-0-1814.5-6.0
ILow---------- 10,201
1
AsA--------------1
0-111
5-2D
i'-.40-1.701
2.0-6.0
!0.'�G-G.15!4.5-E.0
!Low ---------- 10.20j
4 1 .5--2
Auc,.:_ta
1'1-431
2G-35
11.25-1.601
G.6-2.0
10.12-0.18j4._-6.0
!Low ---------- !0.241
I
I43-601
---
!
--- 1
0.6-20.0
? ---
---
!-------------l----I
!
AuA--------- _�-__
22
I 0-�-i
2-1�
i:.60-:.7C1
>6.0
IC.04-0.0914.5-6.5
ILow----------10.101
5 j � ,
_-�
Auz=vvilie
i22-311
10-25
!:.40-1.60!
2.0-6.0
ILow---------- 10.1C!
1
>6.0
10,03-C•.0614.5-`_.5
ILow---------- 10-10!
1
----------
I
Bb---------------
0-2
_-_,.
11.25
.._5I
s-«.,.
ILox-- .,I
5 .5-2
Bibb
I1.30-:.601
0,6-2-0
10.12-0.2C14.5-5.5
!Low ---------- 10.371
1
BnA--------------
J 0-521
i-7
11.30-1,601
6.0-20
!0.C3-0.C714,5-6.0
(Low ---------- 10.101
--
Blanton
152-971
:2-40
11.60-1.701
0.2-2.0
10.10-0.1514,5-5.5
(Low ---------- 10.20!
1
BOA --------------
1 1
1 0-281
2-e
1
11.30-1.701
1
6.0-20
1
10.04-0.0814.5-6.0
1
1 1 1
ILow---------- 10.101
1
5 1 .5-2
Bonneau
126-531
13-25
11.40-1.601
0.6-2.0
10.10-0.1514.5-5.5
(Low ---------- 10.201
1
153-711
15-40
11.40-1.601
0.6-2.0
10.10-0.1614.5-5.5
ILow---------- 10.201
I
CeB--------------i
I I
0-9 1
5-20
I
11,30-1,501
I
2.0-6.0
I
10.12-0,1414.5-6.5
!
I I !
ILow---------- 10.281
!
4 1 .5-2
Cecil
9-721
35-70
11,30-1.501
0.6-2.0
10.13-0.1514.5-5-5
ILow---------- 10.281
1
CeC--------------1
1 1
0-151
5-20
I
11.30-1.501
I
2.0-6.0
10.12-0.1414.5-6.5
I
I I I
!Low ---------- 10,281
I
4 1 .5-2
Cecil
115-521
35-70
!1.30-1.501
0.6-2.0
10.13-0.1514,5-5.5
[Low ---------- 10.261
1
152-601
---
I
--- I
---
I ---
I---
I ------------- I ---- I
I
Ch---------------
I i
1 0-6 1
10-35
11.30-1.601
I
0.6-2.0
I
10.15-0.2414.5-6.5
I
I I I
ILow---------- 10.281
I
5 1-4
Chewacla
1 6-321
18-35
11.30-1.601
0.6-2.0
10.12-0.2014,5-6.5
ILow---------- 10.281
i
132-441
18-35
11.30-1.501
0.6-2.0
10.15-0.2414.5-7.8
ILow---------- 10.321
!
144-601
---
I
--- I
---
I ---
I---
I------------- I ---- I
I
COB, CoC---------
I I
1 0-6 1
3-10
I
11.30-1.701
I
2.0-6.0
I
10.06-0.1014.5-5.5
I
I I I
ILow---------- 10.151
I
4 1 <1
Cowarta
1 6-341
25-40
11.30-1.501
0.2-2.0
10.10-0,1614.5-5.5
ILow---------- 10.281
1
134-691
18-35
11,45-1.75I
0.06-0.6
10.10-0,1414.5-5.5
ILow---------- 10.241
1
DoA--------------
1 3
I 0-10t
5-10
I
J1.35-1.50!
1
2.0-6.0
I
10.08-0-1513.6-5.5
I
I I I
1Low---------- 10.281
I
5 1 .5-1
Dogve
110-551
35-50
11.45-1.601
0.2-0.6
10.12-0.1913.6-5.5
IModerate----- !0.281
1
155-751
5-30
11.3G-1.501
0.6-6.0
40.05-0.1413.6-5.5
ILow---------- 10.171
1'
F&A--------------
1 1
1 0-131
5-20
1
11.40-1.651
1
6.0-20
!
10.06-0.0914.5-5.5
I
i I
!Low ---------- !0.281
I
5 1 .5-2
Faceville
113-651
1 1
35-55
11.25-1.601
1
1
0.6-2.0
10.12-0.1814.5-6.0
1
1
ILow---------- 10.371
! 1 1
1
1
See footnote at end of table.

a l
y
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JT
li
i

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I

r3 <s,
BOTTOM DIMENSIONS
2 :1 SIDE SLOPES
STAGE - STORAGE
WIDTH LENGTH
40 80
STAGE ELEVATION CONTOUR AREA INCREMENTAL STORAGE CUMLATIVE STORAGE
f#
sf
cf
cf
0
93
3200
0
0
0.5
93.5
3444
1661
1661
1
94
3696
1785
3446
1.5
94.5
3956
1913
5359
2
95
4224
2045
7404
2.5
95.5
4500
2181
9585
3
96
4784 _
2321
- _2465 — -
11906
- -
3.5
96.5
5076 ti
14371
4
97
5376 i�
2613
16984
t
!
�r

Le, �0 j
E
I
7_ z�
I
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,
i�'le

v
Ile

r
STAG E - STO RAG E
WIDTH
LENGTH
BOTTOM DIMENSIONS
38
76
2
:1 SIDE SLOPES
STAGE
ELEVATION CONTOUR AREA INCREMENTAL
STORAGE
CUMLATIVE STORAGE
ft
sf
cf
cf
0
93
2888
0
0
0.5
93.5
3120
1502
1502
1
94
3360
1620
3122
1.5
94.5
3608
1742
4864
2
95
3864
1868
6732
2.5
95.5
4128
1998
8730
3
96
4400 �
2132
10862.__�
4 97 4968
2412
15544

Dewatering Basin Design 'items in red are inputs
Version 2.27.09
The volume of the borrow pit dewatering basin will be based on a 2 hour retention time. Using
the formula V= 8.0203 * Q * t where, V is volume in cubic feet, Q is the pump rate in gallons per
minute (GPM), and t is the retention time in hours. The pump rate is not to exceed 1,000 GPM
(60,000 GPH .
STEP 1: Input required variables
Pump Rate:
Retention Time:
Required Volume:
s5 GPM
2 hours
1363.451 ft'
STEP 2: Design of the Dewatering Basin
The volume of the borrow pit dewatering
basin will be based on a 2 hour retention
time. The pump rate shall not exceed
1,000 GPM (60,000 GPH). The contractor
may desire a greater retention time for
managing turbidity; however, work
associated with this increased volume will
be considered incidental.'
Final Required Volume: 1363.451 f'
Design Depth: 3 'noz Ito exceed 3 feet
Proposed Basin Side Slopes: 2.0 :1 side slopes 'rr-Lrst be at least 1.5:1, or rla*+er
OPTIONS
2:1 (L: K9
3:1 (L: lM
Suggested Top Width (ft):
16
13
Suggested Top Length (ft):
32
39
Final Design Top Width ft :
20
17
Final Design Top Length (ft):
40
51
Final Design Depth (ft):
3
3
Verify Storage (ft3)
1464.00
1521.00OK OK
The dewatering basin shall be designed in accordance with the Borrow Pit
Dewatering Basin Detail Drawing.
Comments:

PUMPING OPERATION AND MONITORING PLAN
MATTHEWS PIT 3
Johnston County
PUMPING OPERATION:
The pumping or dewatering of the mine is purposed to be performed as follows:
During workings hours; lam to 5 pm the water from the pit is to be used to process the
sand. The pumping rate is purposed to be at a maximum of 80 g/m. The overflow from
processing the sand will flow through a ditch or diversion which will be put in place, it
will flow to a basin designed to handle this flow without discharge from the site.
During non -working hours; 5pm to lam the mine is purposed to be dewatered by
pumping the water to this same basin at a maximum rate of 35 g/m. Again this basin is
designed to handle this pumping rate without discharge from the site.
MONITORING PLAN:
Before construction begins the contractor will place two monitoring wells on site at
locations shown on the attached map. These monitoring wells will be 12" perforated
pipes installed in the ground a minimum of 10'. When the ground water has settled into
the pipe, an initial measurement shall be taken. After that; a measurement shall be taken
monthly on a date set by the contractor. These monthly readings shall be logged and
submitted to NCDWQ quarterly. NCDWQ will review the data and increase or decrease
the monitoring schedule and/or submittal period. The purpose of monitoring these wells
is to demonstrate compliance and ensure a reduction of impact to the wetlands.
STRATEGIC PLAN:
Should the monitoring wells indicate an impact to the wetlands, the contractor shall
contact NCDWQ to determine a course of action. For example, maybe the dewatering
can be released at an alternate location on site or a different method of mining begins,
such as "cell mining".
NCDWQ contact person — Lauren Witherspoon — 919-791-4200.

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SITE
SR 1009
.1011N,S7'ON ('U, N(:
WETLAND DELINEATION
sonvrr FOR
MATTHEW SAND AND GRAVEL, INC
PROPERTY OF
RA YMOND A MASSENGILL JR & DA VID BR YAN STANFIELD
DELINEATION BY
NEAL F'10)'I) AN]) /I�SSU(`IA7L+�S
6621 ARBOR GRAND WA Y
RALA'I6'11, NON77l ('AROLIN11 7615
PHONE' (9191)422-624 5 fill" (l11S1)fi�(i—I1;�11 x
FIELD SURVEY AND MAP BY
DENNIS RAY BLA CKMON, RLS
I,trrrd Srrr ref ttl,{� - bond 11eve-luplllolrf. (.'vtl.srrll<.trlf. - Happing
101?3C rYL'.57' A1A Iti lCL'7' S'7114L'L17' — I'. O. ROX 1,101
SAIIHIFIELU, NC 275 7 i' P11 UNIT: 9.34 --3 l90
THIS CERTIFICS THAT THIS COPY OF MIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY T)IE
UNDERSIGNED ON 11-IIS [)Alf_. UNLESS I7-11=RE IS A CHANCL. IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAT' LIE RELIED
UPON FOR A PERIOD NOT TO 1=XCCE1) FIVE YI=AA'S FROM IRIS
DATE'. THIS DETERMINATION WAS MADC UTILIZING ME 1981
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
RFGULAT01;Y OMCIAL
TITLE
DATE
USACf ACTION 1D
.STANDARD OF PRACTICE CF_f?11FICATC
1, Hl=1z'f_=&Y CI_-li'17FY TH111- 1I-1Iti
PLAT WAS DRAWN
1--ROM AN ACTUAL SURVI-Y P1-
R1 ORMED UNDER MY
VIA' I_ C I' S UPEAVISION.
11IIS PLAT WAS PI; L PAI?L!? IN
ACCORDANCE W/TI !
TTIF aTANDARDS OF PRACTICE
OF NOA'TI-I
CAROL IIyA, WNESS Il4Y NANO
ANO 01TICIAI. SrAL
IIII.`_, _m OF is ►n
,A.D. 201 1
4 V;jhw'i4 ( URt/LY(-)R L-- I J74
PAGE 1 OF 4
M:\LAND PROJECTS R2\MATTHEW PIT\DWG\MATTHEW PIT 3—WETLANDS MAP.DWG

1 '1\
\ 1
1 1
NOTES•
1) WETLAND LIMITS DETERMINED FROM FIELD SURVEY BY NEAL FLOYD and
ASSOCIATES (SOIL SCIENTIST) AS SURVEYED BY DENNIS RAY BLACKMON, PIS
ON APRIL 7-26, 2011
THIS CERTIFIES THAI 11115 COPY OF THIS PLATACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED 8Y THE
UNDERSIGNED ON 11IIS DATE. UNLESS 711F.RF 1S A {;HANr;L- IN
THE- LAW OR OUR I'UHLISIIED h'EGULATIONS. 7111S
DETERMINATION OF SECTION 404 JURISDICTION MAY BE REIIEO
UPON FOR A PERIOD NOT TO EXCEED FIVE YF_ARS FROM THIS
DATE. THIS OFFERMINATION WAS MADE UTTI_IZING lift_ 191?7
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
RECULArORY OFPCOt
TfaF
DAIS
USACE ACTION 10_
SIANDAM) OF PRAC FICr_- CI_-I�'11I7CA77=
1, r rFRL"OY CFR77FY TI fAT 1-111S I-YAT WAS DRAWN
rROM AN ACR,111L SURVFY PERFORMED UNDER MY
Urls'1_ (; I;LJI'1.-=1`'I�ISIUN.
I111.5 PLAT RA S PREPARE0 IN ACCORDANCE W111-1
111E STANDARDS OF f--1RAC7rCF_ OF NOIs'II-r
CA1�'Or_INA, WIrNFSS )' !LAND AND car-llcrAf_ fl1L
I f 11, k.ut_t A.D. 201 1
`01
tgomn D-OR L- I J 74
OVERALL MAP
F: 1 "= 500'
DATE; or-,o311 1
PA6•F 2 Of - ?
M. \LAND PROJECTS R2 \ 141ATTHEW P1T\ DWG \ MATTHEW PIT 3—WETLANDS MAP. DWG

N/F
RONALD STUART IIIASSENGILL
DR 1874, PG T38
N8 iW.;'77. ?)5.00
/ L31
WMADS /
NON—WL TLWDS
c
17.3
T111s CCk 1I17F5 1l i.Ar THis COPY OF MIS M AI ACCURA WL Y
DEPICTS 171E 600NDAAY OF TTIE JURISDICTION of Sl_c1roN toll
Or T1rE CLEAN WATER ACT AS DETERMINI-0 13Y ME
UNDEf%S1CNE0 ON MIS DAIS. UNLESS THERE IS A CHANCE IN
ME LW OR OUR PUB1 r511ED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY OF REI.IFD
UPON FOR A P£R100 NOT 10 EXCEED FIVC YEARS 1-ROM MIS
DATE THIS DETERMINATION WAS MADE U1111[ING 111E 1987
CORPS OF ENGINEERS WEILANOS DELINEATION MANUAL.
REGUTA70R)' OFVICIAI.
7rrLF
RATE
USArC ACUON 10_
R4MOND A MASSENGILL
08 3927, PG 95
FL000wiY
1
1
1
WETLANDS
1
v
r
WETLAND
LINE y
DtVID BRYAN STANFIELD
8 3526. PG 162
r •.,,; S1F�;1,.��'�.t.. 1 -sir
if nffllf{
1
WMANO
LINE
r,
JR
r,
I
STANDARD 01- PRACTICE CER71FIC111E It NIF
R4MONA MARIAH lCN1GHT
1, HERETiY CERITFY 1TTAT 17115 PLAT WAS DRAWN D8 1316 PG 850
FROM AN ACTUAL .SURVEY PERFORMED UNDFR MZ
DIRECT SUPERVISION.
THIS PLAT WAS PREPARED IN ACCORDANCT= W1Tii
THE STANDARDS OF PRACTICE OF NORTH
CAROL NA WITNESS HAND AND OFFICIAL SFAt
TFil , ; _ _ *a '?01 1
PROFESSIONAL LAND :URVFYOR L - I J74
NON—WVLOOS
N/F
JULIAN STEWART
08 2812, PG 630
----{
1.X61ING PAIR
Ds
EIS\1\11" F CPO TROT
N/F
JULMN R STE'WART
D9 J610, PG 770
EIS
"CONTROL
CORNER'
r 1�
NOTE.,
ALL POINTS ARE
COMPUTED POINTS UNLESS
OTHERWISE NOTED
S
SEE SHEET 4 OF 4
FOR LINE TABLE
SCALE: 1 "--200'
DATE: 06106111
PAGE: 3 OF 4
sLnL
M. \ LAND PROJECTS R2 \ MA TTHEW P1 T \ DWG \ MATTHEW PIT 3- WETLANDS MAP. DWG

STANDARD OF PRACRCC CE-RTIFICAIF_
I, 14CRE13)' C_ERIIFY THAT TI11S PLA1 wAS I.rRAWN
FROM AN ACTUAL SURVEY PERFORAIE_IJ UNDER AW
olrEcT SUPERVISION.
11IIS PLAl WAS PREPARED IN ACCORDANCE_ W1111
THE STANOARDS OF PRACIICE OF NOR711
CAROL A, VITNESS�` HAND AND OFFICIAL_ SEAL
TI 11S A� �l u �T ! �� VA D. �01 I
PRorCssNJW11LAN0'"36'�!r
S£fiL 13
1�C�` 4 SI`.,
k
SEAL. >r
L-137�1 r:;
III- 1,/1131-f
I_Irlr
1_#_rIII III
KAR1rJ(;
LI
1r:,s,6-0
rlul 0';381w'
L,
229.00
SII°:39,_2 w
- --- 1 , ----
41E.00
sjo,:15.30,u
S,-i 3';35'38'C �
I.7
Ii(3.U0
W813(J':38 w1
flll•l"IJ13•:11'w
P1,1 IP)6_f:I
f_ 1 _ 4?
—-rJ15.4:3 4'L I
15
1,11
--_-IAA
111 ),50
r119''1£3'r':3'I_'
-
- -t 7 9P
v �I'l?1"59'n2'1_I
FJ7.10
S',-W,^521f271WI
�I-?_3
�l'S4A3
'r1S39'Sf?'18'W,
Lr_'A
9.1,46
rd79'15,101V
1`11511S91401w�
_ I
--
I-f�
—159.6 t
.
_... _ 'S4U'l7A81-
7111S C1.7111-11:S TIMI MIS COPY Or MIS l-'r_Ar ACC(J1M7Q '
UITICIS WE VOUNDARY Of III/- JURISDICTION OI- SI:(-'I1f)N 404
01 IIIE 0.EAN iVAII ' ACT A.S DEILRAIINEU !3Y llll
UNUEI;SICNF_D ON MIS DAJf. UNLESS 7110TE IS A CIIANGE_ IN
Illy I.AW UR OUR PUPOSUL-0 REGULA7I0NS, 11115
D 1RAPAIMION OE S'fCIION 404 JURISOICIION AIRY &1- RELICS
UPON EOIZ A 1`41?100 1101 IO f,k'CEfD FIVE )EA1iS f 1sOAf 11115
VA1l_. 1111 ; 01= 1L-RblINA710N KAS AIADE 11111.171NC: 171E 1087
r-r?fi'Pa OF ENGINI_�LRS WL ILANDS OELJNEATION A1ANIJAL.
r1 r:lrr n rnI,T orr r[."MI.
PA
u�sCL' nrx6u rn_-_
DATE: 06106111
PAGE: 4 OF 4
M: \ LAND ,, PRGR°t'TS R2 j MATTHEW P1 T\ DWG \ MA7THEW PIT 3—WETLANDS MAP. DWG

STATE OF NORTI-I CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020797
STORMWATER, MINE DEWATI]R1NG, AND PROCESS WAT1--R 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,
Matthews Sand & Gravel, Inc.
is hereby authorized to discharge stormwater, mine dewatering and process wastewater, from a
facility located at
Matthews Pit #3
Near Devils Racetrack Rd - 35' 24' 20". -78' IS' 18"
Smithfield, NC
Johnston County
to receiving waters designated as Swan Pond, a class C; NSW water in the Neuse River Basin, in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III, IV, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective November 18, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day November 18, 2011.
fr Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

I LOCATION MAP:
ro
VIA.
N
The Cowb Une J1,
FU
qf .7 z
J�
r
. �C-4­
�JJ1z
V
Matthews Pi
4P
f
&rur
pond
7
'k Gialool
.,7
NCG020797
Mho scale 1,-24,000
Matthews Sand & Gravel, Inc
Matthews Pit 3
Lad tude: 3511 24' 20" N
Longitude: 780 18' 18" W
County: Johnston
Receiving Stream: Swan Pond
Stream Class: C; NSW
Sub -basin: 03-04-04 (Neuse River Basin)
Facility Location

ti
4
N
a
c
v
APPLICANT NAME - MA_TTHEW SAND & GRAVEL INC.
SITE MINE NAME - MAT THEW PI T #3
SR )009
COUNTY - JOHNSTON
SR sp
VICINITY MAP
NO SCALE
SEEDING SCHEDULE v)
Lime — 2 tons/acre (3 tons/acre in Clay Soils)
FERTILIZER — 1000 Ibs/acre — 10/10/10
SEED NIF
W LOUGLAS RHODES
Temporary Seeding DB 2450, PG 125
Summer — German Millet, 40 lbs/acre
W' t
rn er — Rye (Grain), 120 Ibs/acre
Permanent Seeding
K31 Tall Fescue, 150 Ibs/acre _
MULCH — 2 tons/acre — Small Grain Straw
Anchor — Asphalt Emulsion @ 300 gal/ac
�1
NOTES:
l /
— BEFORE ANY EXCAVATION CAN BEGIN, THE CONSTRUCTION ENTRANCE, TEMPORARY SEDIMENT
TRAP, TEMP DIVERSION DITCHES AND ALL SILT FENCING MUST BE INSTALLED. THE SEDIMENT TRAP
MUST BE CHECKED FOR CAPACITY AFTER EACH MAJOR STORM EVENT AND WHEN IT REACHES 1/2
CAPACITY, IT MUST BE CLEANED OUT.
— THE PIT BOUNDARY WILL ONLY BE CLEARED AS NEEDED. BEGINNING AT THE NORTH END AND
WORKING SOUTH. THE AREA WILL BE CLEARED, TOPSOIL WILL BE STOCKPILED, USED TO CREATE
BERM OR FILL IN EXISTING WATERHOLE. THEN THE BORROW MATERIAL CAN BE EXCAVATED. THE
WATER USED TO WASH OR SEPARATE THE SAND WILL DRAINED TO THE SEDIMENT TRAP AS SHOWN.
THIS TRAP WILL GROW AS THE PIT IS EXCAVATED AND WILL EVENTUALLY BECOME THE POND.
— HAUL ROAD DITCHES ARE EXISTING AND ESTABLISHED, AND SHALL BE SEEDED AS NECESSARY.
— THE 100YR FLOOD PLAIN ENCOMPASSES THE ENTIRE PERMIT BOUNDARY.
— PERMIT BOUNDARY IS THE PROPERTY LINE ON THE EAST SIDE AND AS MARKED ELSEWHERE
LEGEND
oo2o2o�°°0°00o�0.
TD
— EARTHEN BERM -
SILT FENCE
TEMPORARY SEDIMENT TRAP
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY DIVERSION DITCH
DRAINAGE SWALE
EARTHEN BERM
REVISION DESCRIPTION
ED AS PER NCDENR COMM
CATEGORY
AFFECTED ACREAGE
Tailing/Sediment Ponds
0. 16 AC
Stockpiles
0.23 AC
Wastepile
0.05 AC
Processing Area \ Haul Road
1.20 AC
Mine Excavation
19.96 AC
Permit Boundary
25.52 AC
DATE ENGINEER'CARU"'��.,
i 28 1 1 r
••'• Ci4'F:
r SEAL
21(94
E'L
IA
r' l�/ pIs G1•� imp' Q�' O.
1 1-1 1 1-1 1 1-1 1 1=1 1 1-1 1 1-1 1 1-1 1 1-1 1
TYPICAL CROSSECTION
TOPSOIL & WASTE
STOCKPILE
MIN 1 '
DEPTH
4
3' WIDE
BOTTOM
TYPICAL
DRAINAGE SWALE
f1— 4 '
� I
EARTHEN BERM
WN BY.
AWH DENNIS RAY BLA CKMON, RLS
:INE�ER:
LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPPING
E. 1023C WEST MARKET STREET PO BOX 1401
SMITHFIELD, NC 27577 PHONE.- 919-934-3490
NIF �\
RONALD STUART MASENGILL
OB 1874, PG 138 — — \g� I I
6
` SKr FENCE + I
W771 GU7U7
PDWIT
\ LYRY CINE 5p•\REZONING�71
_ REZONING BUFFER \ _
/ I UNE EXISTING 1
84SIN 1 / \ WETLAND LINE24" RCP
56 I \
\
BOROM D%9NS 5OXIA7 / & fn6 / 21 SIDE SCOPES / PERMIT BOUIIDARY
MEN SFNLL BE 12' LONG Alm 32 / / \ \ / 25' UNEXGVATED
` FEET 1RYM/ BOTTOM ELEVATION ��E/ \� / �F' BUFFER -
7IKS BASIN NH.L OW AS TIE PIT S
r
\` 6 BDAC IXGVA7ID AND M9L ���/ 5� UNDISN `` NIF
\ EVENTUALLY BECAME THE PW F'6 r BU 50• EROAD � JULIAN , PG 6T
AA = 960 AC '�/ ROAD \ OB 2872, PG 630
/ / 50' UNEXGYATED BUFFER �
/ ty'EINAND A /UNE 50• REZONING BUFFER
/ � �,
` L / EXII;DNG � /BKs/N
'C7 / WPXJOUNE IXISDNG —�� / B71RM/ dMENS,'O c 38Y16 -/
/ CUTOVER 21 570E SLOPES /
�* 9 9MILL BE IO' LONG AND 32 � t /
` \ FEET FROM B7T7AM 8"A7KW
\ SOIL PATH VBECAME 7HE Pg9 \\ \ 14H = 580 AC
_ \ END EARTHEN BERM HERE I'
\ / \
SEE D£rac
` DtlYA7ER/NG &SIN �
\\ I \1
BG110W 2OX40 50' UNDISTURBED l 1
2.1 570E SLA°ES �py /Ax,So SUFFER / EXISDNG�
AND iR PUMP RILE Ar• 85 C I V �i v / W LEILAND A INE/ \ -P�� \ \
AND 2 FA4 RE7ENIXW 7ME
IM BASIN MAY BE REzal7m I/
RAYMOND A MASS£NGILL JR \ I EXISTING W 5(aso wt-P?7ME OWELLb G 1
DB 3927, PG 95--------
REZONING UNf 1 FIfLO A / HUN17NG�6'AMP A
If
\ �NOtRY
\+ FLOGOIMIY 50' RfP,ONING 1 ?
BUfFFFFR EXIS77NG
WOODUNE
DAWD BRYAN STANF7
DB 3526, PG 162
1
I
i
TYPICAL CROSSECTION
PIT EXCAVATION
MENT �1
r RS
�J
�+ SIT IT.AY,£ TO BE #/STALLED ALONG
D4TFE POW B LOWDORY WE I IF /
AALICE7VT 10 i FKAADS AS 9L MN
+ 70 AELAIFATE POW BOUNOWY I 550' T A
Alm PTV= MEU;4NDS
+ / DRAINAGE SWALE FROM W 50' UNEXGVATED BUFFER / —
'' PROCESSING AREA TO AND 50" REZONING BUFFER \ L
DEWATERING BASIN
o
1 2014C It, w V��j/ ''/' E71sELDc
c�
m
,4
IASTALL SILT FENCE AT THE
70E OF PROPOSED B07#1
WEIUWD
1 / LINE ; MOSLE PLWT, _
r OROCEZING_ A� J
PEAYlT _ �vc�rz�n `� PII �
6YX/NA1RY UIE
EA7 1MIEh5LGWS IOXBI 1 50' uNDISRASFD
I + BUFFER
2.1 SEE SLOPES
MEW SFNCL BE 12' LONG AAD 32 / I AT
FEACF
FEET FROM BOTTOM fLEYATX`
W I ( WH CIHIt7 5p' / \
716 " WL E'ifM7LV1Y
BECOIE 0£ Poe EXIS77NG WAIERHOLE 0 EARTHEN BERM TO BEGIN HERE
AI = 648 ,a 1 \ _ �ALONG EXISTING ROAD NORTH TO
+ • / ,`r THE EXISTING WOODLINE
WETLAND 1 ' 't i SEE DETAIL
LINE + - 1 S)'iSDWG .•Q NIF '
JULIAN R STEWART
DB 3610, PG 770
+ �+ �4 EX/577 MATWEWPIT /9-6AU1-
% � � EL7Eq ROAD TO BEGIN HERE—
�'��� APPROXIMATELY 11,200 LF
\l. P)FANT
\
BXAICi.; CAV5781/CTX.N+ENTRANCE
\
uNVD au,, E� _ EN>R+vc> TO THE PIT
rER
TElW.'MY DMERSION 70
DWE CLEAN WATER
NIF /
RAMONA MARIAM KNIGHT'
OB 1316 PG 850
I
I
I \ _ R,OBERT RAN'S ZMIMASSENGILL, JR I
DB 547-PG-441 �� \
1-- I
PIT
1
>
EXISTING ROAD T0,113E USED v\
_ 1AS HAUL-ROAD_ND PART,,---.,
OF PERMIT BOUNDARY TO
BEGIN HERE, A ,EXTENTIONv
\, 1+ FROM MINING PERMIT 15141
�+ D=NG
CLIENT PROJECT
MATTHEW SAND &GRAVEL, INC MATTHEW PIT #3
SHEET TITLE:
MINE MAP HORIZONTAL SCALE. VERTICAL SCALE DATE DWG J:
1 "=100' N/A 03/30/11 03-32A
OF 4

T 7-1 T 1

CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT AND STORMWATER PERMIT
(IF APPLICABLE).
2. BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY.
THE CONTRACTOR SHALL NOTIFY THE AGENCY (OR
AGENCIES) THAT ISSUED THE GRADING AND STORMWATER
PERMIT(S), AS TO THE DATE THE LAND DISTURBING
ACTIVITY WILL BEGIN. DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION, RALEIGH, N.C. 919-791-4200.
JOHNSTON COUNTY STORMWATER ADMINISTRATOR 919-209-8JJJ
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, CHECK DAMS, PERMANENT LEVEL SPREADERS OR OTHER
EROSION CONTROL MEASURES SHOWN ON THE APPROVED
PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL 919-791-4200 DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION, RALEIGH, N.C. FOR ON SITE
INSPECTION AND CERTIFICATE OF COMPLIANCE.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES
AS NEEDED. ROUGH GRADE SITE.
6. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS
WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED
MEASURES AS SHOWN ON THE PLAN. INSTALL THE APPROPATIVE
SIZED OUTLET DISSIPATER AS SHOWN ON THE PLANS AS INDIACTED IN
THE PIPE CHART. BEGIN CONSTRUCTING BUILDINGS, ECL
Z STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE
WITH VEGETATION, PAVING, DITCH LININGS, ETC.
8. GROUNDCOVER MUST BE APPLIED TO INACTIVE DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER 1S
SHORTER, ON TEMPORARY AREAS, 15 WORKING DAYS OR 90 CALENDAR
DAYS, WHICHEVER IS SHORTER, ON PERMAINMENT AREAS, 21 CALENDAR
DAYS, ON EXPOSED SLOPES, AND 15 WORKING DAYS OR 60 CALENDAR
DAYS, WHICHEVER IS SHORTER IN SENSITIVE WATERSHEDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS
ARE STABILIZED COMPLETELY, CALL FOR INSPECTION
(SEE NOTE #4 ABOVE).
10. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS,
SILT FENCING, SEDIMENT BASINS, ECT, AND SEED OUT OR
PAVE ANY RESULTING BARE AREAS.
ANY STORMWATER RETENTION POND SHALL BE CLEANED
(SEDIMENT REMOVED) AND RECONSTRUCTED TO ELEVATION
AND VOLUME SPECIFICATIONS AS NOTED ON PLANS.
ALL REMAINING PERMANENT EROSION CONTROL DEVICES
SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR
FINAL SITE INSPECTION (SEE NOTE 14 ABOVE).
12. OBTAIN A CERTIFICATE OF COMPLETION.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 5 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED (150 IBS/ACRE) ON A FRESHLY PREPARED SEEDBED AND
COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
IF STAND IS OVER 607. DAMAGED, RE-ESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
SOIL PREPARATION
• AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS /N CLAY SOIL)
• FERTILIZER - 1,000 LBS/ACRE - 10/10/10
• SUPERPHOSPHATE - 500 LBS/ACRE - 209. ANALYSIS
• MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
• ANCHOR - ASPHALT EMULSION ® 300 GALS/ACRE
SEEDING SPECIFICATIONS
FILTER OF 1 INCH DIAMETER
/ 57 WASHED STCNEI
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
STEEL FENCE POST
WIRE FENCE -
HARDWARE CLOTH -
FILTER OF 1 INCH DIAMETER
/ 57 WASHED STONE
FLOW DID RE�01
1. TEMPORARY SEEDING
• SUMMER: GERMAN MILLET, 40LB/ACRE - MAY 1 THRU AUG 15
• FALL & WINTER. RYE (GRAIN), 120 LB/ACRE - AUG 15 THRU MAY 1
2. PERMANENT SEEDING
• TALL FESCUE, 80 LB/ACRE
• SERICEA LESPEDEZ4, 20 LB/ACRE
• KOBE LESPEDEZA, 10 LB/ACRE
-SILT FENCE FABRIC `HARDWARE CLOTH '-STEEL FENCE POST
ON WIRE FENCE ON
W1R€ FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
I _ STEEL FENCE POST SET I
FRONT VIEW AND SILT FENCE FABRIC 6 MCHEAS INTO
THE TRENCH
SILT FENCE WITH OUTLET
NOT TO SCALE
- IY•A/a r Smrsdard. and Sear fi.�udnnr
------------ yT---------------- ,l
Plan View
y
«,trr
rw-4ro5'
cross-Sechm View
ROCK CHECK DAM
NOT TO SCALE
MAINTENAN('=
ANTICIPATE SUBMERGENCE AND DEPOSTDON ABOVE THE CHECK DAM AND EROSION
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGES
IMMEDTATELi. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE
RIPRAP LINER IN THAT POR77ON OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECT70N.
Grade
tea" '2"ie 0!version ridge
=1�1
Illll.� Geotexl•Ie -� �i I+ 1 g' Publicroad
faoric -Ill+.=�11NL=111V1=11HI=,I,;;-
= ur.=
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
WITH DIVERSION RIDGE WHERE GRADE EXCEEDS 2X
2-3'
coarse agyregare
Fy,.. nm. r,..a Q n.vra,a+aq�. �r.a„!.�:a a. m..,,elo, �. ugasrat•„ v.swccl
. 4
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
MAINTENANCE NOT TO SCALE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPORESSING WITH 2 INCH STONE. AFTER EACH RAINFALL,
INSPECT ANY STRUC77JRE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR ]RACKED ONTO PUBLIC ROADWAYS.
REVISION DESCRIPTION DATE ENGINEER CAR ""., DRAWN BY.'
ADDED DEWATERING BASIN 06 28 11 �`Q AWH/AH
�Q4tiSS
Q 9� ENGINEER.'
SEAL
TA TE
z4-11-
fg✓. G,>tl 'cnppx, GTarel �;,m: Waalsiywn see peperxne+l a Ecdogy
3m a+. - nn
MAINTENANCE -
INSPECT ROLLED EROSION CONTROL
PRODUCTS (RECP) AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (112
INCH OR GREATER) RAIN FALL EVENT 'T
REPAIR IMMEDIATELY. °"
GOOD CONTACT WITH THE GROUND -1h r -,-i
MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.
ANY AREAS OF THE RECP THAT ARE memtra.rkaa w, n�aw rn
DAMAGED OR NOT IN CLOSE CONTACT
WITH THE GROUND SHALL BE 5a k-wc,pkm b..
REPAIRED AND STAPLED. nwm mm and Mfk*
IF EROSION OCCURS DUE TO POORLY
CONTROLLED DRAINAGE, THE PROBLEM
SHALL BE FIXED AND THE ERODED
AREA PROTECTED.
MONITOR AND REPAIR THE RECP AS _
NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
u:udgiit/ucr.giwa tampo.vyGblun.nmfrvn.M rmateprereei
u.-ae s.l uml vegnsaf be�cTaf aafeN�f M6
v �..G tluivcb wm W T wfw.�u u[aadq 6 H/fc NWa wcWaa M rtmf> amnl
.,v.a
DITCH LINER
NOT TO SCALE
�< 2' min top T
Steep cut 6 freeboard
or fill I I ` ': 7Hi u A
slope
2:1 slope
or flatter
PERMANENT DIVERSIONS
MAINTENANCE NUI IU t)UALL
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUT= AND
MAKE 77MELY REPAIRS AS NEEDED. MAINTAIN THE VEGETA77ON IN A VIGOROUS,
HEALTHY CONDIT70N AT ALL TIMES.
GompaC:ed so`I
Fiver. a.m� iemP�Y eaeCm dver-vm 3ke-
6?D.1
f'nanw annrnna,w
TEMPORARY DIVERSIONS
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE CAREFULLY CHECK OUTLETS AND MAKE 77MELY REPAIRS
AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND 774E CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
DENNIS RAY BLACKMON, RLS
LAND SURVEYING • ENGINEERING e LAND DEVELOPMENT CONSULTING e MAPPING
1023C WEST MARKET STREET - PO BOX 1401
SMITHFIELD, NC 27577 PHONE: [phone]
BORROW PIT DEWATERING BASIN DETAIL
SAL 1d'TU:
OETMIM SOON PIT OEOI7ERZ'B HA870 ®I7�INlD10
• - 1.0113 ` 0 • T. W= Y Is Y.'1LlSE t1f' G A
FW FLOW RATE S�fl)� AIM T F5 QElIlE83M lE QiI.
USE Umon RATE W 1000 ON AND A RN=111
DEPLTERM TINE OF Z Ham.
RISER SNAIL BE A NISI-FERIWATTD IMMITH OR 009BIMATED
WITERI& IM A FLU TPTRO.
CDNBTK= THE COIR FTSM IIJFM IM A MTEREM
THAT NNETN THE SPECIFIIY MIM OF THE WIR FIDRN
ORT 8111,1810011. PND'VLAWN P1101vo a 1r TRi CONTRACT.
MVIM Id ETEEL FW4 CIF THE 8W-FAFT9®1
ABLE STEEL TYPE. IWALL TM PWM
NITN RO RM TW S' OF TIE POST APPEANLa
DAME THE 9R0.iD.
ATTACH TIE 1OIR FIBER PAT TO THE STEEL
POM NM WIRE Of ariEa A=-7TAXE NEAAM
AND STAPLID INTO THE 3011TIM AND DOR ttO!®
CP THr PABIN IEITN IN• STAPLFs.
INSTALL TYPE E FILTT31 FABRIC ON grOEMI WO MI)
NOTMR OF WIN AT MET AN SHS IN THE DETAIL.
USE THE TYNOA L SECTION 8HOIN MR TIE
WNW FLY DENATBUNB WEIR AN A ELIDE. TIE
NASA NAY NAVE ANY TYPE CdFiSMTSCN AS . AN
RIFPIOIENr VOLIIEE IS PIDYIDW AND PROYISIM
EARM VIDGE
ARE PAR£ FCdI A N24-PERPORATA RISER.
PDR
OD" NEE FOR H�mB PITT CEUTTF. � MAIM.
TIE Boom FIT otsm" a WIN 4= IN %vi
AND BUSENAT ON SPEGIN IG SITE NEC+322111INIS
AN NEU AS FFD'G 9 0=57NICTION OPEUTINIR.
MERIT T® 8E8 LGGATIOr AINI NffiEA PIPE
N/{THILLL FOP AP�IaOYAL FRIER TO CONBTtCiibl.
Tr-R•1 r -
�' .'� �_
PISS THE EFFUJW INTO THE NMI PIT 331111ITUaNO
AMAIN TO A ■H10A MAIN DF E M. Napa T'OP OF
EM7h 0M.
PNOYIDE A Fr%E EME•AY VISSIPA7IlA W AT THE
✓'
OUTLET OF THE PW oacwm HOW #= CITRIC OF
A�
rwi
IE
TALM UNFb IR ACCONAVIDE WITS ROAOEIa'
TEEA
CC FR* LE !TEFL PDiTN
wujc A8 O mim a78.02 FOR OUTLET WO WTO1.
TNMMLE
TYPICAL SECTION VIEW
LAIN,
UNE
PIT DEWATERING BASIN
NOT TO SCALE
FRONT VIEW
N10ES:
ISE S11-T FENCE ONLY WHEN DRAINAGE ARFA
jOES NOT EXCEED 1/4 ACRE AND NEVER IN
0EAS OF CONCENTRATED FLOW
'OF. REPAIR OF SILT FENCE
tAIUJF,ES, USE N0. 57
`IAS.'ED STONE
i0R ANCHOR WHEN SILT FENCE
�S FRDTECTING CATCH BASIN.
NOT TO SCALE
MIN. -2 1/2 GA. -
'aRMIENATE
GRADE
f
r- STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
of
FILL SLOPE
17
Z
S
n GRACE
1
6' MAIN. COVER OVER SKIRT'
N
ANCPOR SKIRT AS
DIRECTED BY ENGINEER
S'DE VIEW
STANDARD TEMPORARY SILT FENCE
AMNIENANCE "ur "' 3'm"
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFEC77VZ REPLACE IT
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND TO
STABILIZE IT AFTER THE CON77?IBU77NG DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
PROJECT
MATTHEW SAND &GRAVEL, INC MA TTHE W PIT #3
HEFT TITLE:
EROSION AND SEDIMENT CONTROL HORIZONTAL SCALE: VERTICAL SCALE. DATE: DWG X:
DETAIL SHEET N/A N/A 1 03/30/11 03-32A
3 OF 4
IpT

' Kk 410 A.k I LEI LL7;.z1 .,0 wwwou w � Ansolda,
01WO
WWII A QUOR! 1 it ISM A
I Vol "W7700
WOM! n 11.

/ SITE
SR 1009
APPLICANT NAME - MATTHEW SAND & GRAVEL INC.
MI NE NA ME - MATTHEW PIT #3
COUNTY - JOHNSTON
11A$
SR PIP
,y1
rrnn 1'�'
VICINITY MAP
NO SCALE
SEEDING SCHEDULE
Lime — 2 tons/acre (3 tons/acre in Clay Soils)
FERTILIZER — 1000 Ibs/acre — 10/10/10
SEED
Temporary Seeding
Summer — German Millet, 40 Ibs/acre
( I I II
IVF
RONALD STUART AIASSENGILL
DB 1874, PG 138 -� A
aF I I
I I
� sat FEW \ ;
WW amET v_
POW
P7XI WW7Y LAW 1. 50 (1�ON/NC -
REZONING BUFFER LINE EXISTING
8g57N /1 l A WFWAND LINE - 24- RCP
BOTTOM 50XIOO � / � -- A' P
SShaPPES /
{ PERMIT BOU DARY
MEN — - IY "MSG AND 32 \ I 25' UNEXC4VA7ED '
� FEET FROM SOT70M EZMTIOV
6 /
J\/
/
��. _ /
BUFFER
-
7MS 84SN NEL GROW AS THE PR
\\
R6 ED
N/F
7S BUM DrAVAIED AND NWL
�\ 50'
ONOISTU
ExISnN�
\
RT
JULfAN STPC
EKMUKLY BECOME THE POW
\ LN = 9.60 AC
?r`��
OVfr
7 ' 50,
ROAD
��50�' UNfXGYA1E0 BUFFER
6J
DB 2812, PG 630
J
/
AND
�
_
ANn 50' REZONING BUFFER
�
<v
U /
/LINE
Pff
�\
j9XAVARY/
E""Z
-
WOOPUNF
--
EXISTING
0 / BDITDM OAIERWGI'RS ism
CUTOvER
2:1 SIDE SLOPES
f
NEW & L BE TO' LONG AND 3.2
--------
\
\ FEET FROM BOT70M RM70V
---
LISTING 9
PATH \
I A Im 84SN WI1L EMNTb LY
V BECOME THE ---
i
----
NIF ��C1
501L
WI - .580 AC /
W DOUGLAS RHODLS \
\ \
I
w \
HERE \
03 2450, PG 125
\
,-
- 1
END EARTHEN BERM
\ i
SEE DETAIL
V /'
Winter — Rye (Grain), 120 Ibs/acre
Permanent Seeding I I
K31 Tall Fescue, 150 Ibs/acre
MULCH — 2 tons/acre — Small Grain Straw
Anchor — Asphalt Emulsion 0 300 golVac w) \ \
i
l v >
NOTES: �\ 1
— BEFORE ANY EXCAVATION CAN BEGIN, THE CONSTRUCTION ENTRANCE, TEMPORARY SEDIMENT
TRAP, TEMP DIVERSION DITCHES AND ALL SILT FENCING MUST BE INSTALLED. THE SEDIMENT TRAP
MUST BE CHECKED FOR CAPACITY AFTER EACH MAJOR; STORM EVENT AND WHEN IT REACHES 1/2
CAPACITY, IT MUST BE CLEANED OUT.
— THE PIT BOUNDARY WILL ONLY BE CLEARED AS NEEDED. BEGINNING AT THE NORTH END AND
WORKING SOUTH. THE AREA WILL BE CLEARED, TOPSOIL WILL BE STOCKPILED, USED TO CREATE
BERM OR FILL IN EXISTING WATERHOLE. THEN THE BORROW MATERIAL CAN BE EXCAVATED. THE
WATER USED TO WASH OR SEPARATE THE SAND WILL L)RAINED TO THE SEDIMENT TRAP AS SHOWN.
THIS TRAP WILL GROW AS THE PIT IS EXCAVATED AND �WILL EVENTUALLY BECOME THE POND. =1 = l
— HAUL ROAD DITCHES ARE EXISTING AND ESTABLISHED, AND SHALL BE SEEDED AS NECESSARY.
— THE 100YR FLOOD PLAIN ENCOMPASSES THE ENTIRL PERMIT BOUNDARY.
— PERMIT BOUNDARY IS THE PROPERTY LINE ON THE EAST SIDE AND AS MARKED ELSEWHERE
LEGEND
=> TD
EARTHEN BERM
SILT FENCE
TEMPORARY SEDIMENT TRAP
TEMPORARY CONSTRUC11ON
ENTRANCE
TEMPORARY DIVERSION DITCH
DRAINAGE SWALE
EARTHEN BERM
CATEGORY
AFFECTED ACREAGE
Tailin Sediment Ponds
1 0. 16 AC
Stockpiles
0.23 AC
wastepile
0.05 AC
Processin Area Haul Road
1.20 AC
Mine ',Excavation
19.96 AC
Permit Boundary
25.52 AC
C—)
TYPICAL CROSSECTION
TOPSOIL & WASTE
STOCKPILE
MIN I'
1 DEPTH
4
3' WIDE
BOTTOM
TYPI CA L
DRAINAGE SWALE
REV. NO. REVISION DESCRIPTION DATE ENGINEER e�'P�;oCAR0</, DRAWN er.
v 1 REVISED AS PER NCDENR COMMENTS 06 28 11 �� U '"gs�''.syy AWH
ENGINEER:
4 SEAS, `
o � 21094 x
0EIYAN2M 84S1N \\ - BOuvDuel LAC
BOT70M DIAIf7V5T01✓S 20XI0 - 50' UNDISNRBED �
2.'1 SIDE SLOPES .A 0 / BUFFER EXI
AND 2 HR RETEIVUON
N TIME x I _ _ / ��.�J WERE A\ /RIVINAIE V
7MS 84SIN MAY BE RELOCATED WRri
RAYMOND A MASSENGILL ✓R EXISRNG - f ( W ( .�EASONAL-PaRrjIMEDWELiINC
DB 3927, PG 95 V--17E_zFa-G FINE I FIELD 48�, �\ HUNnNG�CA�P
A I \ J
PIT
R006wAr \ 50' RE�ONING I
\ BUF 0.R _ / EYISUNG / J
l WOODLINE / 4� % -- \I\
FOUIPMENT
SHEL�RS \,
�SD• Imo, � CJ
SILT FENCE rO BE INSTALIED ALONG / 11 ��r
ENURE PERMIT 6OUNLNRY ONE
A0.14CENT TO NET ANDS AS SHOWN.,
\� 7iSc
A7E WETMNOS N l 50,1
50' UNEXGIVATED BUFFER /
�---
100rR FLOOD
-I
20WE �$ LdeaC
L7AN0 BRYAN STANFT£LD
DB J526, PG 162 VIM
1 WEIAND
LINE-�
PST
axAVDurY Ln
/ BOTTOM 40AM � `YBUER 50' UNDISTURBED
\
2r SIDE SLOPES
I I
HEIR SH4L RE 12' LONG AND J.2 / I \SET fERCE
FEET FROM 00
amE127TUlALL BECUOMl MI1N OLT7T£i 50'
I
\ TW
VA = ff6. ACC
4-/-4'
�I
EARTHEN BERM
DENNIS BAY DLA CKMON, ILLS
LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPPING
1023C WEST MARKET STREET - PO BOX 1401
SMITHFIELD, NC 27577 PHONE: [phone]
TYPICAL CROSSECRON
PIT EXCAVATION
WEIUND
UNE I
PIT
? DRAINAGE SWALE FROM ,?� AND 50' REZONING BUTTER
/f PROCESSING AREA TO \ L,
DEWATERING BASIN
ExisnNc � y_
FIELD
2
? _ _--A6
/ NSpLL SET FENCE X UNE
�- ME OF PROPOSED BERM
MOBILE--
PIPoGCSSIAC
SiOp(PEQ�d PIT 2
\I wIAVDARY
a
EXISRNG WATERHOLE - 0 EARTHEN BERM F0 BEGIN HERE
\ 2 ALONG EXISRNG RW NORTH TO
THE EXISBNC WOODUNE " \
e SEE DETAIL
_ ILL \ EXisnNC _ I JUL14N R/STEWART
\ O
�( � UNFyCFVa
ANO 5p' RF:;'rA NC BUFFER
/ � j TEMF+aewY D14ER5/ON TD
DffW CLEAN WATER
I � I
RAMONA MARAIO KNIGHt
OB 1316 PG 850 � \
/ I I
1 )
�---_
'11
- \ I
- OB 36f0, PG 770 ,
EX/SLANG ' » MATJHEw PB f34b1HL -
ELIL-R ROAD TO BEGIN HERE - -�--- --\
APPRQXIMATRY 11,200 LF-
\ TO SR ID0.9
iEMi714ARY MWftWWNRANCE
,gF\
ENnW pr
ROBERT RANSOMIMASSENGILL, JR
iDB 54jPa 441
( f
EXISTING ROAD TO�/BE USED
AS HAUL ROAD —AND PART,,---.
OF PERMIT BOUNDARY TO
BEGIN HERE, AN EXTENTION\, /
FROM M1NING PERMIT 15141 \\
IANc ;All
GATE
I ���_,yI
DENR - Ch+ATER QUALIT'
wetlaLwrr 8 a+,at starch
r
CLIENT: PROJECT:
MATTHEW SAND &GRAVEL, INC MA TTHEW PIT #3
SHEET TITLE:
MINE MAP HORIZONTAL SCALE: VERTICAL SCALE: DATE DWG //: SHEET.
I FF IN 0' N/ 1 03/30/11 03-32A _ 1 OF
�r7-�-� �17 �

.11
-21 L.-
T-; r7-- ry --T 7T-.j T--

CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT AND STORMWATER PERMIT
(IF APPLICABLE).
2. BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY.
THE CONTRACTOR SHALL NOTIFY THE AGENCY (OR
AGENCIES) THAT ISSUED THE GRADING AND STORMWATER
PERMIT(S), AS TO THE DATE THE LAND DISTURBING
ACTIVITY WILL BEGIN. DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION, RALEIGH, N.C. 919-791-4200.
JOHNSTON COUNTY STORMWATER ADMINISTRATOR 919-209-8333
J. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, CHECK DAMS, PERMANENT LEVEL SPREADERS OR OTHER
EROSION CONTROL MEASURES SHOWN ON THE APPROVED
PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL 919-791-4200 DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION, RALEIGH, N.C. FOR ON SITE
INSPECTION AND CERTIFICATE OF COMPLIANCE.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES
AS NEEDED. ROUGH GRADE SITE.
6. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS
WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED
MEASURES AS SHOWN ON THE PLAN. INSTALL THE APPROPATIVE
SIZED OUTLET DISSIPATER AS SHOWN ON THE PLANS AS INDIACTED IN
THE PIPE CHART. BEGIN CONSTRUCTING BUILDINGS, ECT.
7_ STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE
WITH VEGETATION, PAVING, DITCH LININGS, ETC.
8. GROUNDCOVER MUST BE APPLIED TO INACTIVE DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS
SHORTER, ON TEMPORARY AREAS, 15 WORKING DAYS OR 90 CALENDAR
DAYS, WHICHEVER IS SHORTER, ON PERMANMENT AREAS, 21 CALENDAR
DAYS, ON EXPOSED SLOPES, AND 15 WORKING DAYS OR 60 CALENDAR
DAYS, WHICHEVER IS SHORTER IN SENSITIVE WATERSHEDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS
ARE STABILIZED COMPLETELY, CALL FOR INSPECTION
(SEE NOTE 14 ABOVE).
10. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS,
SILT FENCING, SEDIMENT BASINS, ECT., AND SEED OUT OR
PAVE ANY RESULTING BARE AREAS.
ANY STORMWATER RETENTION POND SHALL BE CLEANED
(SEDIMENT REMOVED) AND RECONSTRUCTED TO ELEVATION
AND VOLUME SPECIFICATIONS AS NOTED ON PLANS.
ALL REMAINING PERMANENT EROSION CONTROL DEVICES
SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR
FINAL SITE INSPECTION (SEE NOTE 14 ABOVE).
12. OBTAIN A CER7FICATE OF COMPLETION.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED (150 1BS/ACRE) ON A FRESHLY PREPARED SEEDBED AND
COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
IF STAND IS OVER 609a DAMAGED, RE-ESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVAT70N INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
SOIL PREPARATION
• AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS /N CLAY SOIL)
• FERTILIZER - 1,000 LBS/ACRE - 10/10/10
• SUPERPHOSPHATE - 500 LBS/ACRE - 209 ANALYSIS
• MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
• ANCHOR - ASPHALT EMULSION ® BOO GALS/ACRE
SEEDING SPECIFICATIONS
FILTER OF 1 INCH DIAMETER
P 57 WASHED STONE-1
10
S�TTFENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES -�
STEEL FENCE POST
PARE FENCE
HARDWARE CLOTH -
FILTER OF I INCH DIAMETER
P 57 WASHED STONE���
FLOW DIRECTION
1. TEMPORARY SEEDING
• SUMMER: GERMAN MILLET, 40LB/ACRE - MAY 1 THRU AUG 15
• FALL & WINTER. RYE (GRAIN), 120 LB/ACRE - AUG 15 THRU MAY 1
2. PERMANENT SEEDING
• TALL FESCUE, 80 LB/ACRE
• SERICEA LESPEDEZA, 20 LB/ACRE
• KOBE LESPEDEZA, 10 LB/ACRE
I REV.
1
SIDE MEWu
SILT FENCE
FABRIC
ON WIRE FENCE
HARDWARE CLOTH
Vw wsnL rC(W,.[
PLAN VIEW
FENCE POST
f eaaarexaaxax:uurm
xa
laxaxaxxigaeraia• xaslaxresi2rmu1nt,u,rrwmruOaarauprr
euar
a iiiinai
OUKi TeKG NGNI.i, KAKU,FN[G U.V IK,
FRONT VIEW AND SILT FENCE FABRIC 6 INCHEAR INTO
THE TRENCH
SILT FENCE WITH OUTLET
NOT TO SCALE
lmniee SmnJurd und.Spec�ie,monx
____ y- \i----------------
Plan View
Cross -Section View
ROCK CHECK DAM
NOT TO SCALE
MAINTENANCE
AN77C/PATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGES
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE
RIPRAP LINER IN THAT PORTION OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND 774E DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADO
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SEC77ON.
Grade
_~'' '2°ic Diversion ritlge
_ av a•
ll'll IJjI Geotextile -� o I+ T 5'
'I PuUIC road
lahric 'I'`=17p=!II11-=f11 R�`��1U1f-II1II= 1Pq
IT
WITHONRIDGE WHERE GRADE EXCEEDSON
2a' N`L
mamaggregate ✓ e
FlPrr+eae. crate � reaps smmery ivn canto h. cvuncYoraw(.�I.a Nrvn va SY+'CC}
A
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
MAINTENANCE NOT TO SCALE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SI7F THIS MAY REQUIRE PERIODIC TOPORESSING WITH 2 INCH STONE. AFTER EACH RAINFALL,
INSPECT ANY S7RI/CTUR£ USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS
REVISION DESCRIPTION DATE ENGINEER - 0. Dy i', DRAWN BY,
ADDED DEWATERING BASIN 06 28 1 1 �`� p� a" �Ay-'. AWH/AH
OFESS/p1, -
ENGINEER:
SERL i
21(194
z �
-9y'ciNE`� Q�
, Are
1:AAR�fI w• ' j' /2- �/<
A11ti,eF-aa'
Figw.6lra'mpa>y.^.1wrtJ L.nen:'Na� S�'e 0e, Mal E<Nl y
fi[uM. mmrJ . hsgi
. a..1m s".•�. gym. ae v,:r.,enn. � .
MAINTENANCE
CecT CepM
INSPECT ROLLED EROSION CONTROL _.�� `• ��+'1
PRODUCTS (RECP) AT LEAST WEEKLY �'^•-=- �^
AND AFTER E4CH SIGNIFICANT (112
INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY. °
T1P[d.`a
GOOD CONTACT WITH 774E GROUND = IR _ �m w a I,. f 1 .. •- ,
MUST BE MAINTAINED, AND EROSION:."
MUST NOT OCCUR BENEATH THE RECP.`
ANY AREAS OF THE RECP THAT ARE rMe,mK.nkes.1 wq...F„
DAMAGED OR NOT IN CLOSE CONTACT
WITH THE GROUND SHALL BE
REPAIRED AND STAPLED.
IF EROSION OCCURS DUE TO POORLY
CONTROLLED DRAINAGE, THE PROBLEM
SHALL BE RXED AND THE ERODED
AREA PROTECTED.
MONITOR AND REPAIR THE RECP AS
NECESSARY UN77L GROUND COVER IS
ESTABLISHED.
oa.yrrwx:,�e, uvetr,g 2 h/m r.gi�e. ten�pvy °tmW,,. mm,: w•itr I,rn ra ire..-t
se.E sE sl:,nil.eg.+.tu. 2 -- beconu.tfnN�G¢n liV [Mrx1i.�11, Oefyn wYciiu u,.Cvg ° H/a[ sIgJE N(4rJe Nf rtrfy,av,
•r,.rr r...�
DITCH LINER
Steep cut
or fill
slope "o
NOT TO SCALE
21 min top
6„ freeboard
2:1 slope
or flatter
PERMANENT DIVERSIONS
MAINTENANCE NUI w JGALG
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDATEELY REMOVE ANY OBSTRUCT70NS FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION /N A VIGOROUS,
HEALTHY CONDITION AT ALL TIMES.
Compacted s 11
Figure S.Ma Temrxrary gar�w � y� 6�
z
610.1
Coarse aggregate
t6'mn
I
TEMPORARY DIVERSIONS
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR 774E
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE 71MELY REPAIRS
AS NEEDED. WHEN THE AREA PROTECTED 1S PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND 774E CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRATELY STABILIZE IT.
r" 1 IFNT-
DENNIS RAY BLA CKMON, RLS
LAND SURVEYING a ENGINEERING a LAND DEVELOPMENT CONSULTING a MAPPING
1023C WEST MARKET STREET - PO BOX 1407
SMITHFIELD, NC 27577 PHONE: [phone]
BORROW PR DEWATERING BASIN DEfAJL
CEUBVILL WrEN:
DEMMIN NDKOff PIT OEMTeuw WAM a USDA
Y - B.Oza ` a ( T.T. MT! EAM T IV EUMKEW v " IMLt/TE� Fme T 0 14IIBE MJmI81 f9.Q OF IOW UFO AM A EIRMS1�)
OE7/REAI76b TIME OF 2 HOLM,
NIIIER SBALL RE A R0N-F1RIMPoATID EDWTHI OR OOiRiAATED
MTERM RTN A 19L018I00M aii6W.
OOUNM= THE LOIN FIRM IAFFtE BATH A MIEFMAL
THAT =rM TIE 11IMMFIOATIM OF TER MID FIBER
BAT areevL PROYL820N FfDvIam DI TIE caffnv CT.
PIUNM If STEEL VMS OF IM IRILF-FANTE EIR
Mai STEEL 7WE. INSI LL TM POM
ERN EI MIIN TWA W OF THE POST A" A7LD®
AIM IN EARED.
ATTAIN IN MIR FIBER FAT TO THE STEEL
pas,& M NUE OR 0411 AC7TAal NEAIE
Off' TlIM man ism Ir 6T�JI ua.. Mt SINE AR DINIML TYPE N FILTER FAMIO CH ODRIENIAM FIND
Wm111 OP WIN AT U LET AN 9NONIN DI TIM CETAIL.
uNN THE TYPIrAL NECTIOM SOW FOR THE
saw= FIT DEMTERIN WIN N A 4MM. IM
WIN NAY MYE ANY TM C011-r19AATI0N AS LIE AB
BIFPICIENr VOl1ER L PMv= ND PROVIDIDPB
ARE BADE Fill A N24PELVMTED RM6 L
M BOT M*FF �FF. IN W100 FOR THE &WM
DDU !R$IR0 F BOMM PIT 013.TEBI6E M YA.
TM BOOM PIT COWM IS WIN NI3 A NNaml! 'I
AM DD"MM ON 7PEWN BITE FM3L E M
M NE L M PNQOBM m3mai nQ1 arwTDIe.
EMIT TIN BDN: LOCATION AM RMER. PIPE
1'-O•>< }�.
-11
IRiHQAL P08 ATIfDIA1 raft COIBiEJCTlb1.
''�
PW THE GFP-Mff INTO TIE 1 PIT ®fTER114
,
SWIM TO A MtITIq,E XFTH OF B IN. BDN TOP OF
EARTH ODE.
PItOYIDf A RFTOE 91E3gY OI1E>PATOR PAD AT iHN
•
IeIRJIBBII NII
R'J1RTN NIRTEBUIL
OUTLNT OP IRE PLED MCNMIE MINE Me OUTLET OF
R�
'
TTE MIaM VNIM IN ACCOROM NM wrow
's
COIN FIVER BAFFLE BTF.R PCl7N
NTmewn amour an.02 Fink IITLEf WO GITAN-
>91RIABLE
TYPICAL SECTION VIEW
WAIN.
UNE
PIT DEWATERING BASIN
NOT TO SCALE
FRONT VIEW
0
I
NOTES: P
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
V
FOR REPAIR OF SILT FENCE
FAILUF.ES, USE N0. 57
WASHED STONE
FOR ANCHOR WHEN SILT FENCE
IS PROTECTING CATCH BASIN.
NOT TO SCALE
MIN. ' 2 1 /2 GA.
WIR'NTEFP.MENA.TE
-S
' TRACE
STEEL POST
WOVEN WRE FABRIC
,-SILT FENCE FABRIC
I-
-
0
T FILL SLOPE
z
5 z
GRADE
6' MIN. COVER OVER SKIRT -
ANCHOR SKIRT AS
OIRECTED BY ENGINEER
S'DE VIEW
STANDARD TEMPORARY SILT FENCE
MAINTENANCE NOT TO SCALE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND TO
STABILIZE /T AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
MATTIHEW SAND & GRAVEL, Il�C
SHEET TITLE:
EROSION AND SEDIMENT CONTROL
DETAIL SHEET
PROJECT.
MATTHEW PIT #3
JTAL SCALE: VERTICAL SCALE: DATE:
N/A N/A
1 1 03-32A
OF 4
,. 'I'I.1, .. i'. i I ' i. •; .�. I I r � :Tl ;f f .rl ,x
1 °•i 1 I jell ,l. I I llr r� W r 1 f rr 'r �� r ' I �f r ilY {111r'

H
t l;

SITE
SR 1009
APPLICANT NAME — MATTHEW SAND & GRAVEL INC.
MINE NAME — MA TTHEW PIT #3
COUNTY — JOHNSTON
SR s
4\
ff ��
J�
VICINITY MAP
NO SCALE
SEEDING SCHEDULE
Lime — 2 tons/acre (3 tons/acre in Clay Soils)
FERTILIZER — 1000 Ibs/acre — 10/10/10
SEED
Temporary Seeding
Summer — German Millet, 40 lbs/acre
W' t — R G 1
NIF
W DOUGLAS RHODES
DB 2450, PG 125
In er ye t rain), 20 Ibs/acre
Permanent Seeding
K31 Tall Fescue, 150 Ibs/acre
MULCH — 2 tons acre — Small Grain Straw
Anchor — Asphalt Emulsion @ 300 gal/ac l U
N/F
RONALD STUART MASSENfLLL 1
DB 1874. PG 138 —
SIT
I
11 wWH � \ 1
11 NL14/il' (,1E 50' RLZQN/NC
REZONING BUFFER
0 LINE
WERANO LINE
BOTTOM DIAEMS0C 50X1W / � & ��
\ 21 SEE SLOPES _ � /PERMIT BOUNdWY
MR MOLL BE 12' LOAV ARID 32
FEET FROM BT70M aVIATIN
\ 776 64SW MIL LRAOW AS UE PIT
J ,\ IS 60AG E MAVAMD AW KL
EYEM ALLY KC AIE 77C POW
` DA = 9.60 AC
1 �
� I 1
l
NOTES:
— BEFORE ANY EXCAVATION CAN BEGIN, THE CONSTRUCTION ENTRANCE, TEMPORARY SEDIMENT
TRAP, TEMP DIVERSION DITCHES AND ALL SILT FENCING MUST BE INSTALLED. THE SEDIMENT TRAP
MUST BE CHECKED FOR CAPACITY AFTER EACH MAJOR STORM EVENT AND WHEN IT REACHES 1/2
CAPACITY, IT MUST BE CLEANED OUT.
— THE PIT BOUNDARY WILL ONLY BE CLEARED AS NEEDED. BEGINNING AT THE NORTH END AND
WORKING SOUTH. THE AREA WILL BE CLEARED, TOPSOIL WILL BE STOCKPILED, USED TO CREATE
BERM OR FILL IN EXISTING WATERHOLE. THEN THE BORROW MATERIAL CAN BE EXCAVATED. THE
WATER USED TO WASH OR SEPARATE THE SAND WILL DRAINED TO THE SEDIMENT TRAP AS SHOWN.
THIS TRAP WILL GROW AS THE PIT /S EXCAVATED AND WILL EVENTUALLY BECOME THE POND.
— HAUL ROAD DITCHES ARE EXISTING AND ESTABLISHED, AND SHALL BE SEEDED AS NECESSARY.
— THE 100YR FLOOD PLAIN ENCOMPASSES THE ENTIRE PERMIT BOUNDARY.
— PERMIT BOUNDARY IS THE PROPERTY LINE ON THE EAST SIDE AND A.S MARKED ELSEWHERE
LEGEND
SILT FENCE
TEMPORARY SEDIMENT TRAP
°o°00000
TEMPORARY CONSTRUCTION
ENTRANCE
TD
TEMPORARY DIVERSION DITCH
DRAINAGE SWALE
— EARTHEN BERM
EARTHEN BERM
REVISION
EVISED AS PEI
CATEGORY
AFFECTED ACREAGE
Tailing/Sediment Ponds
0.16 AC
Stockpiles
0.2J AC
Wostepile
0.05 AC
Processing Area Haul Rocd
1.20 AC
Mine Excavation
79.95 AC
Permit Boundary
25.52 AC
I I —III —I I I=11 1 11-1 1 1-11 III I I (-
TYPICAL CROSSECTION
TOPSOIL & WASTE
STOCKPILE
MIN I'
DEPTH
4
3' WIDE
BOTTOM
TYPICAL
EARTHEN BERM
EXISTING \ \
24" RCP
25' UNEX'GIVATED /
BUFFER — —
r'
���3/ LINO1`'N ' l N/F
50 6U 50, £XI�NGC\ JULIAN STEWART
\ 50' UNEXCAVATEO BUFFER DB 2812, PG 630
J
f LINE A 50' REZONING BUFFER l�
j LINE \Pff
EYJS77NG 845/N !3
W60DLINE EXIS77AIG _—� / BOTRY/ 011EICCAS 3BYZ6
CUTOVER 2'1 SW SLOPES r
MEW &WL BE 10' L04C AND 12
FUT FROM BOTTOM D"A7AW
p(6nNG 8' i 'I \ THIS 8WN INLL POFr�r�aL1Y\
SOIL_Pa \ BiBoAc/ J I
END EARTHEN BERM HERE
SEE DETAIL AV /
V A 50' / I
�i
DEWATERIAG B4SIN \ axmw LAr
BOTRW LWf]Y.70AS 2OX40 AV� j L50' UNDISTURBED
ON PUAFEN� lI4E85 � BUFFER WtLINE A Z /J/ /�j—P IVATE
AND 2 IN\� TH1S 84SIN t/ \
WELL
RAYMOND A AUSS£NGlLL JR
OB 3927, PG 95--.------ I ;a'iSONG ( ( SEASONAL-P*IMf DWELLING,
, �, �EZON/NG TINE � I FTfLO � 2 \ \/\ / HUN77NG`GAMP
r � \
I �I PT
FLOO7IYAY L50'YEZONING 1 I ? 1 6i01lIV61RY L �i
_UFrl.7 I IXlS77NG
1 wWDUNe
�-��
I i 2 1 1 ENT
SHfLMRS
SCT FENLi 1a Ef N157ACfED 'OhG � ��° I
—, IOOYR FLOW
ZONE
DAWD BRYAN STANF7ELD
/
DB 3526, PG 162
BASIN
�\ BOTTOM D EP6KK5 40X80
1 21 SLOE .SLOPES
J WEIR %I BE 12' LLMG ANC 32
FEET FROM 60TRW E1EYA7A0V
THIS 64S1N WILL EVENRbILLY
81500AE 7W FtiAV \
LA = 6.48 AC
WE7W D
LINE
PIT
%nN NnNnnrw
TYPICAL CROSSECRON
PIT EXCAVATION
DATE ENGINEER 00'HC1R l", DRAWN BY.
28 > >*�-�o�F�ssi�a� `�-. AWH ENGINEER: DENNIS RA Y BLA CKMON, RLS
a <�
} SEAL
21094 c LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING v MAPPING
1023C WEST MARKET STREET — PO BOX 140 7
SMITHFIELD, NC 27577 PHONE: [phone]
DRAINAGE SWALE
CLIENT
EMYE PvarT BOIMIOIRY LW J I
AOAILi74f TO KMOVS AS 7 MN i
TO 0112,0WATE PExsrr XUAV. r �• ' r �/
AND PR07ELT K7LAINDS 1 /'
I ORA/NACf SWAGE FROM i 50' UNE(CAVATED BUFFER --
I �PROCfSSING AREA TO AND 50" REZONING BUFFER �\
_ DEWAIERING BASIN W
V �✓ / / EXISTING 0 \
RED
INSTALL %T FVrF AT THE
70E OF PROkl;0 BUM
AAXi[Euyyr A, - --
1
F5UT 570G(PRE t PIT
/
1 / BAUI141I4RY L°'E — 6CN/AY14R)"
11 50 UNDIS6RP91BUFF
I ;Sir fEacr
-- - -- - r MqH ouaEr 5c'�
I 1 .IXIS77NG WAIERHOLE _ 0 EARTHEN BERM TO BEGIN HERE
ALONG EXISTING R040 NORTH TO
THE IXIE O NE \
e SEE ETaTAIL t \
` EZISrNVO ! �' N/F \
.uoep.Ej�AED� =( JULGW R STEWART
DB 3610, PG 770
a
t , j Ek/SnNyG w7A1LaY PIT f3-HABE �- \
! ti EL/E-R ROAD TO BEGIN HERE
APPROXIAPTRY 11,200 LF
TO SR IC09-91f
OOAf5OURY,gV ENIRAAC'£ ��
I1( -O - ^/EyGiVA7Fp BURR
d fNIRtMf� 70 7f f1l
\ 420N/A¢ BOFAEFl \
j
1E11PORARY OhfRSfON 70 \
aCrT CLLW WA>sr �� v
NIF
RAMONA M4RIA✓)1 KNIGHT
OB 1316 PG 850
j1 A ROBERRT RANN044MASSENGILL, JR
\ DB 547-PC-441
J
EXISTING ROAD TO, ,BE USED v
/ \ AS HAIIL ROAD AND PART ,,
OF PERMIT 'BQUNDARY TO i
BEGIN HERE, Aff EXTENTION\ \ /
\` FROM MINING PERMIT J5141 \ 1!
_ ' -Oil a'SMOG 1 L _ o I
G47E
MATTHEW SAND & GRAVEL, INC
SHEET TITLE:
MINE MAP
T.
MATTHEW PIT #3
TNTAL SCALE VERTICAL SCALE.
if = 200' N/A
03/30/11 1 03-32A
SHEET

A - I

CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT AND STORMWATER PERMIT
(1F APPLICABLE).
2. BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY.
THE CONTRACTOR SHALL NOTIFY THE AGENCY (OR
AGENCIES) THAT ISSUED THE GRADING AND STORMWATER
PERMIT(S), AS TO THE DATE THE LAND DISTURBING
ACTIVITY WILL BEGIN. DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION, RALEIGH, N.C. 919-791-4200.
JOHNSTON COUNTY STORMWATER ADMINISTRATOR 919-209-8333
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, CHECK DAMS, PERMANENT LEVEL SPREADERS OR OTHER
EROSION CONTROL MEASURES SHOWN ON THE APPROVED
PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL 919-791-4200 DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION, RALEIGH, N.C. FOR ON SITE
INSPECTION AND CERTIFICATE OF COMPLIANCE.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES
AS NEEDED. ROUGH GRADE SITE.
6. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS
WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED
MEASURES AS SHOWN ON THE PLAN. INSTALL THE APPROPATIVE
SIZED OUTLET DISSIPATER AS SHOWN ON THE PLANS AS INDIACTED IN
THE PIPE CHART. BEGIN CONSTRUCTING BUILDINGS, ECT.
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE
WITH VEGETATION, PAVING, DITCH LININGS, ETC.
8. GROUNDCOVER MUST BE APPLIED TO INACTIVE DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS
SHORTER, ON TEMPORARY AREAS, 15 WORKING DAYS OR 90 CALENDAR
DAYS, WHICHEVER 1S SHORTER, ON PERMANMENT AREAS, 21 CALENDAR
DAYS, ON EXPOSED SLOPES, AND 15 WORKING DAYS OR 60 CALENDAR
DAYS, WHICHEVER 1S SHORTER IN SENSITIVE WATERSHEDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS
ARE STABILIZED COMPLETELY, CALL FOR INSPECTION
(SEE NOTE 114 ABOVE).
10. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS,
SILT FENCING, SEDIMENT BASINS, ECT, AND SEED OUT OR
PAVE ANY RESULTING BARE AREAS.
ANY STORMWATER RETENTION POND SHALL BE CLEANED
(SEDIMENT REMOVED) AND RECONSTRUCTED TO ELEVATION
AND VOLUME SPECIFICATIONS AS NOTED ON PLANS.
ALL REMAINING PERMANENT EROSION CONTROL DEVICES
SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR
FINAL SITE INSPECTION (SEE NOTE 14 ABOVE).
12. OBTAIN A CERTIFICATE OF COMPLETION.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED (150 IBS/ACRE) ON A FRESHLY PREPARED SEEDBED AND
COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
1F STAND 1S OVER 609 DAMAGED, RE-ESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
SOIL PREPARATION
• AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS 1N CLAY SOIL)
• FERTILIZER - 1,000 LBS/ACRE - 10/10/10
• SUPERPHOSPHATE - 500 LBS/ACRE - 207. ANALYSIS
• MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
• ANCHOR - ASPHALT EMULSION ® 300 GALS/ACRE
SEEDING SPECIFICATIONS
FILTER OF 1 INCH DIAMETER
P 57 WASHED STONE x
as
S�A.TE:ENCf FABRIC TO Ot'ERLAP o
HARDWARE CLOTH BY 12 INCHES _
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH -
FILTER OF T INCH DIAMETER
P 57 WASHED STONE
FLOW DIgC =
1. TEMPORARY SEEDING
• SUMMER: GERMAN MILLET, 40LB/ACRE - MAY 1 THRU AUG 15
• FALL & WINTER: RYE (GRAIN), 120 LB/ACRE - AUG 15 THRU MAY 1
2. PERMANENT SEEDING
• TALL FESCUE, 80 LB/ACRE
• SERICEA LESPEDEZA, 20 LB/ACRE
• KOBE LESPEDEZA, 10 LB/ACRE
0
II
SIDS VIEW
U SILT FENCE
FABRIC
SILT FENCE FABRIC � HARDWARE CLOTH '- STEEL FENCE POST
ON "RE FENCE ON WIRE FENCE
PLAN VIEW NOTE_
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
STEEL FENCE POST SET
HARDWARE CLOTH MAXIMUM 2 FEET APAR `-WIRE FENCE
11 a .
1.1 1
U BURY WIRE FENCE, HARDWARE CLOTH,
FRONT VfEW VIED SILT FABRIC 6 INCHESS INTO
SILT FENCE WITH OUTLET
NOT TO SCALE
IYmYlrr SJenderd. end.SprceJi�ennnc
Plan View
ic T <r s,
Ld.+o. 1.5'
y -
1 - Cross-Sec!im View
ROCK CHECK DAM
NOT TO SCALE
MAINTENANCE
ANTXIFATr SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGES
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PR07ECTIVE
RIPRAP LINER /N THAT PORTION OF 77-IE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW 77-IE CHANNEL TO DRAIN 77-IROUGH 77-IE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM C.4RRY7NG SEDIMENT OVER THE DAM, ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
Grade
1 2%
Diversion ridge
= ICI
Il�il� GeolexSile -� - e I� 1 j I FvtNic road
fabric ii(=1�-=!IIII =� =JJ`u�_
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EMIT
WITH DIVERSION RIDGE 'WHERE GRADE EXCEEDS 2%
coerseaggregefe �.
rNu. ¢os ^r...i anu, .,wfaq�. caan..,v Yee bmiq,+. mseuAma, {r+�.d svnv. S1MCC}
B
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
AM NOT TO SCALE
MA/NTA/N THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC TOPORESSING WITH 2 INCH STONE. AFTER EACH RAINFALL,
INSPECT ANY STRUC71JR£ USED TO TRAP SEDIMENT AND CLEAN /T OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL 03JEC770NABLE A44TERLALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
REV. NO. REVISION DESCRIPTION DATE ENGINEER 1,1 DRAWN BY.
1 ADDED DEWATERING BASIN 06 28 11 �`s�p� AWH AH
? �FESS/ 9
QQ• 9�t ENGINEER: i
z
mayGINE�p�� ATE`/�/f�
A,
14 v0 6114 'Bmp j 4m . wan,yin, S We oep M a Eco gr
I�YA (.M=m 6'r8i. � od >osxnw
MAINTENANCE A
INSPECT ROLLED EROSION CONTROL ''- ''-PRODUCTS (RECP) AT LAST WEEKLY 1r'K Yi@.G VePTu,rn .._�aru`_u1.a .P
AND AFTER EACH SIGNIRCANT (112
INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.
*ro<d<me.a, 11
GOOD CONTACT W/77f THE GROUND k!",
MUST BE MAINTAINED, AND EROSION ` _
MUST NOT OCCUR BENEATH THE RECP.
ANY AREAS OF THE RECP THAT ARE n an n n<.n do ey ww w,r n
DAMAGED OR NOT IN CLOSE CONTACT
W17H THE GROUND SHALL BE-m,deu w.meeo:.n.
REPAIRED AND STAPLED.
IF EROSION OCCURS DUE TO POORLY
CONTROLLED DRAINAGE, THE PROBLEM ;
SHALL BE FIXED AND THE ERODED
AREA PROTECTED.
MONITOR AND REPAIR THE RECP AS
NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
Gruv Jrva M�.rl<w.n xa`T,rYc.�e..+r.vLS 8 f,/xc sn�d ecLd< Nf ,urtw<menr
DITCH LINER
NOT TO SCALE
2' min top
I r
Steep cut 6 freeboard
or fill I ' '� � 1-H 1i�u A
slope
2:1 slope
or flatter
PERMANENT DIVERSIONS
MAINTENANCE NOT TO SCALE
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPEP477ON. IMMEDIATELY REMOVE ANY OBSTRUCT70NS FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION /N A VIGOROUS,
HEALTHY CONDITION AT ALL TIMES.
:amPac:ea soil ,,.
Fipurs 8.2ue Tempwvy aartSsi 6wrsan 5yB
Coarse aggregate
3:1 ma
TEMPORARY DIVERSIONS
NOT TO SCALE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE CAREFULLY CHECK OU77.ETS AND MAKE TIMELY REPAIRS
AS NEEDED. WHEN THE ARE4 PR07ECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE /T
DENNIS RA Y BLA CKMON, RLS
LAND SURVEYING III ENGINEERING • LAND DEIELOPMENT CONSULTING • MAPPING
1023C WEST MARKET STREET - PO BOX 1401
SMITHFIELD, NC 27577 PHONE: [phone]
Cl IFIVT
BURROW PIT DEWATERING WIN DETAIL
ILL NOTES:
OE'TFRDIIIR 801IRM PIT MMTEMN BA83A S UWA
NAP Flp1 MlE • TTB`OfEw III is y� AIM T IS �7 F. � (16
HSE iAlfaHi J•L.®f MANE OF 1000 ®PE AM A�i1113H68i
PMPgERM TIE OF 2 HOI/!E,
RISER SMLL SE A Na4P MWTN a1 CMUMTEO
MTE RM MTN A FLANECAM oPr1111.
GdBTRCr THE COLA F119 SAf43B KITH A 070JAL
THAT SEFM THE &M=F2011TIEW OF TIE ma FMEN
IM7 "MOLH. PROWMON ROVOSM EN TIE WITRACT.
PMME S` STEEL POSTS OF THE SLIF-FAWTUCH
AMU STEEL. T'RE. INSTALL TM 11011718
■NTH IA WORE TWA r OF THE POST AF EARM
AIM THE SQL®.
ATTACH TNE MIR FIRER VAT TO THE XTEEL
Pam NO:TO SIDE OR OMER ACCiBr,RLLE SUM
AND STAPLED INTO THE 310171111111 AM ATE SLISISS
OF T1! MAIN 1TTH Is' smWLP9.
DWALL T"S 2 FILTER FASRIC 00 9WENL PE MIN
SOTMN M WAIN AT D1LET AN 941E1 a THE WrAEL.
IE[ THE TTPIrdL SECTION SHM I" TIE
S06RRD nT OMTOUN SAM M A IWOE. THIN
MAIN RAT SAVE AH4 TYPE 03NFtW TION AS LM AS
SRIFFIOIESr VCIV" S is P &a= AE) PBCIRBIITE
ARE NNE FOR A =11-PERFORATM RIBA.
DO WT SICCED V4 Fr. IN MIHT FOR EWTH
130" 1�RW FOR PIT BMTRUM NA
THE 8000 PIT 0B1111111SERIRS IMM UM a SPRTABLE
AND DEPEOL$1R al VEWN SITE
AS WELL AS PSG OPMTZM.
sumaT TWO B= LOCA77011 AID MER PIPE
RTIIOAL "N APPRC7AL PRIM TO Ca16TMICTIa1.
ir
1'•S's
,)1
NAP THE EFFLUM INM THE T PIT nmkT=$
i
Mal' TO A MXMA DEPTH OF a IN. SE10S TW OF
_
EARTH [Ira.
PRm+IDE A STONE ENEW 01911ZPATOR PIRO AT THE
LLLT
.' ERRTiI 0I0PJIJIL
OUTLET M THE POSP DIEOP1ME HME AID a1ftET OF
w�
THE RIM LAIM IS AOCORnIAM SIM MONISM
Gaa Fa NAFPLO STEEL PCSW
STANDARD 0 MUM 870.02 FOR OLIMEr 910 01M.
VISt2 E
TYPICAL- SECTIOq VIEMI
'AN
:JIVE
PIT DEWATERING BASIN
NOT TO SCALE
FRONT 'AE'W
r1
USE SILT FENCE ONLY WHEN DRAINAGE AREA
!)OOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
' FOR REPAIR OF SILT FENCE
FAILURES, USE N0. 57
WASHED STONE
FOR ANCHOR WHEN SILT FENCE
IS PROTECTING CATCH BASIN,
MINI. -2 1/2 GA, '
INT RMEDIATE
STEEL POST
- 'WOVEN WIRE FABRIC
-SILT FENCE FABRIC
S'DE VIEW
FILL SLOPE
GRADE
6' MIN. COVER OVER SKIRT -
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
STANDARD TEMPORARY SILT FENCE
/N NAN ivvt iv ai.nit
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE; REPLACE /T
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT,
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND TO
STABILIZE /T AFTER THE CONTRIBUTING DRAINAGE ARE4 HAS BEEN PROPERTY STABILIZED.
MATTHEW SAND & GRAVEL, INC
SHEET TITLE:
EROSION AND SEDIMENT CONTROL
DETAIL SHEET
r.
MATTHEW PIT #3
I/AL SCALE.VERTICAL SCALE DATE: DWG $:
N/A N/A 03/30/11 03-32A
OF 4

Y
�1- '.._Y-f
Y.•.�� ,� �.1,. '•� 1 •I (•
{'1t•1 /J i1 1.1 t` Y*:Ii •: ,'•�t�y,{. •,
�� t+�r �
�
s. >�, 1P'��i+..
i+l's i+• '.;sjt'�'
Gy
! '.'�, �,. t. ..
'I
t � t

_ L L;. � ': ..::e h'i_ ..:_.._ i--:.. ! �.L
APPLICANT NAME - MATTHEW SAND & GRAVEL INC.
SITE MINE NAME - MA TTHEW PIT #3
SR 1009 MM 1
COUNTY - JOhNSTON
��N8
SR s,Q
JC
VICINITY MAP
NO SCALE
SEEDING SCHEDULE
Lime — 2 tons/acre (3 tons/acre in Clay Soils)
FERTILIZER — 1000 /bs/acre — 10/10/10
SEED W DOUGLAyS RHODES
Temporary Seeding DB 2450, PG 125
Summer — German Millet, 40 lbs/acre
Winter — Rye (Grain), 120 /bs/acre
Permanent Seeding l
K31 Tall Fescue, 150 Ibs/acre
s�
MULCH — 2 tons/acre — Small Grain Straw) \
Anchor — Asphalt Emulsion @ 300 gal/ac
i
r
777
� J�
NOTES: >
— BEFORE ANY EXCAVATION CAN BEGIN, THE CONSTRUCTION ENTRANCE, TEMPORARY SEDIMENT
TRAP, TEMP DIVERSION DITCHES AND ALL SILT FENCING MUST BE INSTALLED. THE SEDIMENT TRAP
MUST BE CHECKED FOR CAPACITY AFTER EACH MAJOR STORM EVENT AND WHEN IT REACHES 1/2
CAPACITY, IT MUST BE CLEANED OUT.
— THE PIT BOUNDARY WILL ONLY BE CLEARED AS NEEDED. BEGINNING AT THE NORTH END AND
WORKING SOUTH. THE AREA WILL BE CLEARED, TOPSOIL WILL BE STOCKPILED, USED TO CREATE
BERM OR FILL IN EXISTING WATERHOLE. THEN THE BORROW MATERIAL CAN BE EXCAVATED. THE
WATER USED TO WASH OR SEPARATE THE SAND WILL DRAINED TO THE SEDIMENT TRAP AS SHOWN.
THIS TRAP WILL GROW AS THE PIT IS EXCAVATED AND WILL EVENTUALLY BECOME THE POND.
— HAUL ROAD DITCHES ARE EXISTING AND ESTABLISHED, AND SHALL BE SEEDED AS NECESSARY.
— THE 100YR FLOOD PLAIN ENCOMPASSES THE ENTIRE PERMIT BOUNDARY.
— PERMIT BOUNDARY IS THE PROPERTY LINE ON THE EAST SIDE AND AS MARKED ELSEWHERE
LEGEND
SILT FENCE
F7;1 TEMPORARY SEDIMENT TRAP
0000000o TEMPORARY CONSTRUCTION
0000000o ENTRANCE
=> TD TEMPORARY DIVERSION DITCH
i i DRAINAGE SWALE
EARTHEN BERM EARTHEN BERM
CATEGORY
! AFFECTED ACREAGE
TailinglSediment Ponds
0.16 AC
Stockpiles
0.23 AC
Wastepile
0.05 AC
Processin Area\Hou1 Road
1.20 AC
Mine Excavation
79.96 AC
Permit Boundary
25.52 AC
i
1
TYPICAL CROSSECTION
TOPSOIL && WASTE
STOCKPILE
MIN I'
DEPTH
`44
3' WIDE
BOTTOM
TYPICAL
DRAINAGE SWALE
NIF
RONALD STUART MASSENQLL
\ DB 1874, PG 138
JI
NWTl a � i7TT
� PERv�r vV I
\ bCY7NL11RY UNE 50' REZONING``-
\ \ \ REZONING BUFFER
/ LINE UIS77NC
IN 1 / \� WETLAND LINE 24' RCP
BOTTOM LYMENSM 5OX100 &
\ 2:1 SIDE ROPES / / PERMIT BOU/IDARY /
NOR &W-L BE 12' LONG AAV 12 / / \ \ / 25' UNFXCAVATED J/
�\ FEET FROM BOITOM EZEVATIOV BUFFER
— —
�� WE IXG OW AS AND ITH P? �G/ pISN l NIF
�\ EYEMLWLY BECOME DE FOND tio�/ U9U 50' ROAD
JULIAN 57EWARr
DA = 9 60 AC CWD \ \50' UNEXCAVATED BUFFER DB 281 Z PG 630
/ <�E irA7J0 AND 50' REZONING BUFFER�-
\ / LINE PIT
BOUN04RY
/ E%tnNG ,Bq$N f3
\ 41ej�� �7 OODUNE � � CCUTSRNG OVER 0 / dO �OPESOR5' 38X76
*VR -WILL 8E 10' LOAD AND 3.2 _
' \ FEET FROM BOTTOM ELEVAMY
EXISTING 8 I \ 7N6 84SIN W111 �� SOIL PATH \ BECOME THE Have
`\ \474 = 580 AG/
\ END EARTHEN BERM HERE \
A A ( 50' � I A \ SEE DETAIL A
V A A �
8WADW LINE
DEWA7ER/NG H4SlN
BOTTOM DdiDYSM 2OX40 / 50' UNDISTURBED/
T 1 SIDE SLOPES Y� ,50 BUFFER EXIS77NG`
845ED ON PUMP R47E a- 85 X l i / WEl(AND PRMATE
AND 2 FIRR RETE MON 7ME I \ LINE \ ) A
776 BIS/N IUY BE RE RATED
R4YMOND A AGISSENGILL ✓R \ AS LL
DB 3927, PG 95---.---- / 1 IX/STING I �„ ( SEASONAL HUNTING-
-C DWElliNG
, � RE GN7NG UNE � I i f7ELD dR 2 \ \\ / NUNTINC`6AMP �\ I
I 1Pyr
fL000W,1Y \ 50-6IXAND44Y
BUFFER I EXIS77NG
\ WOODUNe / \I�
{��,EOULl�11 NT \I v
l l� SHELYERS I�
J
�al
SIT FEtiCE m BE TA57Att© ALOAC
EMaeE ff TO E7LAWS 51010---
ADucavr ro �Lwus ASTO
AND PROTECT ME1fAA[5 AY �
50'
1 / 50' UNEXCAVATED BUFFER
I ORAN4GE SWALE FhbM Z
\ 1 ? PROCESSING ARIA r0 AND 50' REZONING BUFFER �, L
DEWATERING BASIN 4? /
�
1Ltl1e[ j / DOSING 0' ZONE �Q� t P�' / FIELD 1 , g /
0
DAND BRYAN STANFIELD , Z` i
DB 3526, PG 162 \Pm
INSTALL SILT FOYEAT IHE
WETLAND
LINE L0061LE.PLANT,
/ PROCSS/A0 AREA / I --- — _ J
POW STGCGIU S PVT Z ' —
\� 9aAG4 rY LAC W49DIXE HOUN44IRY s
I _ a
1 V 50' UN0/57URB£D
2121 �a�YOPES �� BUFFER-
i" ) WER 9WL 8E 12' LONG AAo J2 I SIT FDVCE
F£d I" SOTW ELE'YAWN I I T \NITN OUTLET 50'-,—
r
TFI6 7 M1E4fNR ME PUL1Y I FX15nNG WAT�RHOLE / 0 EARTHEN BERM TO BEGIN HERE \�
{ I 2' ALONG EXISTING ROAD NORTH FO
T-4 +/— 4'
�1
EARTHEN BERM
TYPICAL CROSSECTION
PIT EXCAVATION
PIT
%nni:einenv
ti THE IX6nNG WOOOLINE
REPLAN _ Q SEE DETAIL \
UNE , II Ex/slwc - I NIF
' uOB/LAj "`�NE9. JULGW R STEWART `
DB 3610, PG 770
VAFWEWP,T-,K1-74HE
�� S ELTFR ROAD FO BEGIN HERE _ _ --
'� a APPROXIA14TLIY 11,200 IF -- -- A
\ TO SR 7009
ca%
\' 7RI>7xw EN1RtNLF'\
" =+ ip & BVTRAMCF 70 THE PAT
rt2cNF BU�E'R �\
G 8&P zR \1 v
rsuF'cwARr Dn9rsioN m
tl &AART CLEAN WAkR ,
NIF
RAM044 &ARfAM KNIGHT
DB A1316 PG 550�-
I ° NIF �I
I ) I A R,OBLRT RAN A4 Ai4SSENGILL, JR I
DB 547-PGC441 /
I 1
I �
— tXIS77NG' ROAD-TO,,BE USED v
AS HA ROAD ND PART,, --
OF PERMIT BOUNDARY TO 1,
BEGIN HERE, A EXTENTIOW\ /
�FROM MINING PE,,4MIT #5141 vv
DOSDNG
0
R
REV. NO. REVISION DESCRIPTION DATE ENGINEER �i'... ""�. DRAWN BY:
�� �CARO�f CLIENT
0 1 REVISED AS PER NCDENR COMMENTS 06 28 1 1 ����p OF�gg�'�9 <,; AWH DENNIS BA Y BLA CKVION, RLS T
ENGINEER: MATTHEW SAND & GRAVEL, IN C
c Sjg4 LAND SURVEYING • ENGINEERING • LAND ?EVELOPMENT CONSULTING • ,MAPPING
�y yGlN�a, oc�,` E. 1025C WEST MARKET ST,7EET PO BOX 1404 -
SHEET TITLE:
dRF°' /h
// SMITHFIELD, NC 27577 F TONE: 919-934-3490 MINE MAP
y. �Y N [�J l .
OJECT.
AM TTHEW PIT #3
l .
ZONTAL SCALE' VER77CAL SCALE I DATE
1 "= 200' N/A 03/30/11
I OF 4
► , i 7-TT.- . I� t

APPLICANT — MATTHEW SAND & GRAVEL INC.
� S'TE MINE NAME — MA TTHEW PIT JJ
SR '009 COUNTY — JOHNSTON
SR sp
/j,0s h'S
5-
VIC1N1 TY MAP
NO SCALE
SEEDING SCHE
Lime — 2 tons/acre (3 ton.
FERTILIZER -T 1000 Ibs/acrE
SEED
Temporary Seeding
Summer — German &
Winter — Rye (Grain,
Permanent Seeding
K31 Tall Fescue, 150
MULCH — 2 tons/acre — Si
Anchor — Asphalt
N/F
RONALO STUART MASSENGILL r
DB 1874, PG 136 i
i
REV. NO.
REVISION DESCRIPTION
DATE
ENGINEER
�•" ;��.
,-, a� "Vi��1g�F,
0/4 -
SEAS ;
21094
4.
.I10,111. } .
-44
"'' `
DRAWN Br
,�WH
DENNI►�` RAY BLA CK111ON ILLS'
LAND SURVEYING ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPPING
1023C WEST MARKET STREET — PO BOX 1401
SMITHFIELD; NC 27577 PHDI�'E. 919-934-3490
CLIENT.
,Q� GRAVEL,
PROJECT
MA TTJH-F-.,
HORIZONTAL SCALE: VERTICAL SCALE: DATE
1 " = Z00N/A 03/30/:
1
REVISED AS PER NCDENR
a� 28 1 1
ENGINEER:
SHEET TITLE:
RECLAI MAT ION MAP
ATE
lr
444///
PIT #3
DWG
1 03-32A
N,
JULMN
DB 2812,
7M HERE
C
.-PARMUE DWELLII
HuunNC CAMP
NIF
jAN R STEWART
3610, PG 770
2 OF 4

I"I' Aa t [ A I,t..:..' i:., r ..: !.i. ��-�:i_LL. :...t i i",
CONSTRUCTION SEQUENCE
I. OBTAIN GRADING PERMIT AND STORMWATER PERMIT
(IF APPLICABLE).
2. BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY.
THE CONTRACTOR SHALL NOTIFY THE AGENCY (OR
AGENCIES) THAT ISSUED THE GRADING AND STORMWATER
PERMIT(S), AS TO THE DATE THE LAND DISTURBING
ACTIVITY WILL BEGIN. DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION, RALEIGH, N.C. 919-791-4200.
JOHNSTON COUNTY STORMWATER ADMINISTRATOR 919-209-8333
J. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, CHECK DAMS, PERMANENT LEVEL SPREADERS OR OTHER
EROSION CONTROL MEASURES SHOWN ON THE APPROVED
PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL 919-791-4200 DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION, RALEIGH, N.C. FOR ON SITE
INSPECTION AND CERTIFICATE OF COMPLIANCE.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES
AS NEEDED. ROUGH GRADE SITE.
6. INSTALL STORM SEWER (lF SHOWN) AND PROTECT INLETS
WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED
MEASURES AS SHOWN ON THE PLAN. INSTALL THE APPROPATIVE
SIZED OUTLET DISSIPATER AS SHOWN ON THE PLANS AS 1NDIACTED IN
THE PIPE CHART. BEGIN CONSTRUCTING BUILDINGS, ECT.
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE
WITH VEGETATION, PAVING, DITCH LININGS, ETC.
8. GROUNDCOVER MUST BE APPLIED TO INAC77VE DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS
SHORTER, ON TEMPORARY AREAS, 15 WORKING DAYS OR 90 CALENDAR
DAYS, WHICHEVER IS SHORTER, ON PERMANMENT AREAS, 21 CALENDAR
DAYS, ON EXPOSED SLOPES, AND 15 WORKING DAYS OR 60 CALENDAR
DAYS, WHICHEVER IS SHORTER IN SENSITIVE WATERSHEDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS
ARE STABILIZED COMPLETELY, CALL FOR INSPECTION
(SEE NOTE 14 ABOVE).
10. IF THE SITE 1S APPROVED, REMOVE TEMPORARY DIVERSIONS,
SILT FENCING, SEDIMENT BASINS, ECT., AND SEED OUT OR
PAVE ANY RESULTING BARE AREAS.
ANY STORMWATER RETENTION POND SHALL BE CLEANED
(SEDIMENT REMOVED) AND RECONSTRUCTED TO ELEVATION
AND VOLUME SPECIFICATIONS AS NOTED ON PLANS.
ALL REMAINING PERMANENT EROSION CONTROL DEVICES
SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR
FINAL SITE INSPECTION (SEE NOTE 14 ABOVE).
12. OBTAIN A CERTIFICATE OF COMPLETION.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED (150 IBS/ACRE) ON A FRESHLY PREPARED SEEDBED AND
COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
IF STAND IS OVER 60Z DAMAGED, RE—ESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER /S ESTABLISHED.
SOIL PREPARATION
* AGRICULTURAL LIMESTONE — 2 TONS/ACRE (3 TONS IN CLAY SOIL)
• FERTILIZER — 1,000 LBS/ACRE — 10/10/10
* SUPERPHOSPHATE — 500 LBS/ACRE — 209 ANALYSIS
* MULCH — 2 TONS/ACRE — SMALL GRAIN STRAW
" ANCHOR — ASPHALT EMULSION ® 300 GALS/ACRE
SEEDING SPECIFICATIONS
FILTER C
P 57 WI
FLOW DIR
1. TEMPORARY SEEDING
• SUMMER: GERMAN MILLET, 40LB/ACRE — MAY 1 THRU AUG 15
* FALL & WINTER: RYE (GRAIN), 120 LB/ACRE — AUG 15 THRU MAY 1
2. PERMANENT SEEDING
• TALL FESCUE, 80 LB/ACRE
' SERICEA LESPEDEZA, 20 LB/ACRE
o * KOBE LESPEDEZA, 10 LB/ACRE
Ir►1�1C1IIIIan11
SILT FENCE WITH OUTLET
NOT TO SCALE
l'm<Yiar Sfm.dard. ,d Sera 95arzriorcf
--- ----
Plan View
cross -Section View
ROCK CHECK DAM
NOT TO SCALE
MAlN7ENAN^�F
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGES
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE
RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
REMOVE SMIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
70 CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
Gracie
12% Diversion ridge
PuNic road
Izbric II(_(�.-=IU(I_=nlllf`n�=
= W—
TEMPORARY GRAVEL CONSTRUCTION ENTRANCEIEXIT
WITH DIVERSION RIDGE WHERE GRAVE EXCEEDS 2%
J700,
2-3'
coarse aggregate 1
r'ip,r. noY'yawlrn a+vatiaeF memen Y+m4nT9 T. m�etrucfm se pmd4ed tanva SNCc}
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
MAINrFNANRF NOT TO SCALE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING 77-IE
CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC TOPOR£SSING WITH 2 INCH STONE. AFTER EACH RAINFALL,
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
REVISION DESCRIPTION DATE ENGINEER +" " DRAWN BY.,
.
ADDED DEWATERING BASIN 06 28 11 �pC2ti(': /AWH AH
ENGINEER:
21 _
- 1094 z=
9y F�GINti�a'•p� c AIE
JI
Fyw. n f ]n 'm,paay cnm v L.m.'.vaan:vtm s:,ie }ya- an d Er�b9r
Qa hp 6'.ea,. yule a] -
MNNTENANCE e �,
INSPECT ROLLED EROSION CONTROL = °• Iae.ei
PRODUCTS (RECP) AT LEAST WEEKLYY••w'-=-'-••-,'--
AND AFTER EACH SIGNIFICANT (112
INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.Ll_ GOOD CONTACT WITH THE GROUNDMUST BE MAINTAINED, AND EROSION " `�'; �'MUST NOT OCCUR BENEATH THE RECP.
ANY AREAS OF THE RECP THAT ARE r.re,,..re.,, �mf Invn,bm,m«e n.rcn
DAMAGED OR NOT /N CLOSE CONTACT
WITH THE GROUND SHALL BE
5.9,a'aaY fV.<b Nb TttSi1 Ti
REPAIRED AND STAPLED. +•�••*�..=fa,a.akae.
IF EROSION OCCURS DUE TO POORLY _
CONTROLLED DRAINAGEE, THE PROBLEM
SHALL BE FIXED AND THE ERODED.i
AREA PROTECTED. j
MONITOR AND REPAIR THE RECP AS _ -
NECESSARY UN77L GROUND COVER 1S
ESTABLISHED., --,
p1ES
_Aug,,., u<eN.gE ff/su r,q:,;. empsay doaarf. mm.a sm:br„erf ra iT-.<r
vad sal unilfvrgnmu^ Y<emu uemi: aee
Vsm+.>c cbmv�f .nn m��nu unr_nq a r+/ssc fmuie mcwaa wr n;.nw:..+..a
DITCH LINER
NOT TO SCALE
►� I< 21 min top
r
Steep cut 6 freeboard
or fill ill 11
slope lu IL(11ilr
2:1 slope
or flatter
PERMANENT DIVERSIONS
MAINTENANCE NOT TO SCALE
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION /N A VIGOROUS,
HEALTHY CONDITION AT ALL TIMES.
CJMZ,ac;erl soil Z-
�:gur• n.10a Temperay gar[»tl 6rersim 3,e
Coarse aggregate
3 t max
mW
i
TEMPORARY DIVERSIONS
6 20.1
MAINTENANCE NOT TO SCALE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS
AS NEEDED. WHEN THE AREA PR07ECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT
DENNIS RA Y BLA CKMON, RLS
LAND SURVEYING P ENGINEERING • LAND DEVELOPMENT CONSULTING e MAPPING
1023C WEST MARKET STREET - PO BOX 1401
SMITHFIELD, NC 27577 PHDNE: 919-934-3490
BORROW PIT DEWATERING BASIN DETAIL
GBERAL NOTES:
OETMXR PIT 0110RTERM &I 9II3� RUED
v = 6-am • O • Tr � Y IE 10LUISE { E IE
A,i AM T IE 0M M3 i{fE (m)
IRE is Pik NtT! OF 10W 20 AND A OINIAZA
11E1PIMIL S8 TIE OF 2 HMM,
NIGER BEALL BE A RN-FEWG4ATm NIOR0MLIGATEO
MTM M 11M A FLASIS IDAtD WP _ .
CMRMCr THE MIR r1= SAFM 0M A MT9RLAL
TIMT SEM M SM1371CATIDI6 OF TE WM F18111
WIT SEB.'LAL PR IIOM FRDVMM IN TM CBMTMCT.
FIOYID! W STEEL FORE OF TIE OW-FAFT9Ei
OM 103 LVU 1�iYliF W aF n1E �BPINT AM�EARIM
ABNE IN IROIID.
ATTAM TO ISM FIBER MT TO THE STEEL
FORS III OM CO OTU& AOIN"AITLE EAIID
AM STAPLED INTO THE 3&r= AM aM SLOP®
W Tm SMIE 11TH Ir mveLn.
DWALL TYFTL 2 FILTER FABRIC E VXMN EE TIRO
Wrl'ltd M WIN AT MET M 41101111 IN TIE WTAIL.
UN THE TYIION. IEOrION MTM FOR ME
samm Fir OEMTOUN SABIN M A SUN. THE
L42M STAY SAVE MY T"F 030FI4APIATM AS LM M
SLFFIOIESr Y✓IWR IS P111 Im 40 IOOMIaN
An BADE FOS A II34­FE1NrMATW RISEL
00 101 FII Et t Fr. IN /E7$R FOR TIE 15MM
013" HEGFIRIM FCR 300M PIT DEEKTERDO 11/4731.
RE Boom PIT OI WMMA 6MIN IRS! A SIALmr;
NO OBEMrT ON 11FIGOW SITE 88211313191111
AI III M rQ goora Arml OPERATIONS.
urn r®/�, L4Rxrxor Aro TI1sEt FIFE
1._E.,r.I �..+I E•
WOT9OM POR /M'FIW19{L Ft78t 14 mNTfST10E.
11 1_�.
+�
I RSO ME cFFUJW IRTD THE 501MM PIT ZINUTMIRI+
9110111 TO A WRIMAR OHTR OF r M. !IIIEL= TOP OF.,1
UPIEARTH
OLtE.
f—mmimFIED
PRNME A STiYE SUM BIBBIPA7M EAD AT TH)
EARTH SMESLIL
OUTLET OF TM AW 1113310V 11E HIM AW WTLEr OF
TIE RISER Y4 M LE A QA OOIOM
w
M3 FZEFR SAFA3E STEEL META
117AiOARS OMIM EI8.011 FM OM" E10 12I7M.
YlRIA9LE
TYPICAL SECTIONS VIEN
LIENT.-
MATTHEW SAND & GRAVEL, INC
RAIN.
LNE
PIT DEWATERING BASIN
NOT TO SCALE
FRONT VIEW
"SE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
FOR REPAIR OF SILT FENCE
FAILURES. USE NO. 57
WASHED STONE
FOR ANCHOR WHEN SILT FENCE
IS PROTECTING- CATCH 3ASIN.
o
NOT TO SCALE
MIA. ": 1/2 GA,
INTEP.MEDIATE
WIRES
cr:ADE
STEEL POST
— WOVEN WIRE FABRIC
—SILT FENCE FABRIC
S'DE VIEW
FILL SLOPE
GRADE
l- 6" MIN. COVER OVER SKIRT -
ANCHOR SKIRT AS
DIRECTED Eh' ENGINEER
STANDARD TEMPORARY SILT FENCE
MAINTENANCE NUI IU ZA;ALt
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTAI REPLACE IT
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING 1H£ FENCE DURING CLEANOUT.
r7EMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND TO
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
HEFT TITLE:
EROSION AND SEDIMENT CONTROL
DETAIL SHEET
T.-
MA TITHE PIT #3
SCALE.. VERTICAL SCALE I DATE
1 N/A 03/30/11
SHEET
OF 4
I It A� I I I r II IF f1 1 ttr.
i! III,. 7 ilf,: I I 1..• R'I �I �i t IY\111/'
• .. r' .. .. v ... .. � , sP.,.. •n C, I en• _.. r4':• x Y; •... I , J .... cir-'Y. a1S

T
SR 1009
VICINITY M,
NO SCALE
w
�IU
DEVIL"S RACETRACK ROAD
009
THE
ONL
Y PURPOSE of THIS SHEET is
TO
SHOW
THE
PURPOSED MINE AND EXISTING
HAUL
ROAD
TO
DEVICS RACETRACK ROAD (SR1009)
REV. NO.
REVISION DESCRIPTION
DATE
ENGINEER
s��"" hl,,,
°�
,Tisi �9
4o y4`�
= SEAL
2 04
�y�ATE:
�
.�� C�jf �, ���
ff#'� �4,,
DRAWN BY.'
AWH
DENNIS Rol Y BLACKMON RLS
LAND SURVEYING • ENGINEERING • LAND DES=LOPMENT CONSULTING • MAPPING
1923C WEST MARKET STREW T - PO �OX 7 401
SMI THFIELD, NC 27577 PHCNE.- 919 - 934 -.349d
CLIENT
MATTHEW SAND & GRAVEL, INC
PROJECT
MA TTHE W PIT #3
a
a NG,NEER:
_ /'�
-
�
SHEET rirLE
OVERALL MAP
l
�( l
HORIZONTAL SCALE:
.1"= 400'
IVERIX-AL SCALE.-
1Y/A
DAiF•
03/30/11
DWG �`:
03-32A
SHEET
4 of 4
�i�[j �
i ,-'rT R',`,.i
r� r
.i. .1 Sn r�i,_ �. T;1� :7''- r,_`• `ter_.
�
6
{'J{�EF'�
�.
Lr. �'r! "'I
� Fi f I�'
' / "I'r
��, f. ��• ;i!� r'i•
ti
ht: r.. _ .... .. +
'�'I} •�'r• #�`���,.,�;�a•.f j ..Je
... .. .r .1, pt .4 '�h' 4 �. ,.�.
� � Fr:t�,���!
.. r �.r'r �. f: ..�'��•.

/ SITE
SR 1009 �//
APPLICANT NAME — MATTHEW SAND &' GRAVcL II'vC.
MINE NAME — MA TTHEW PIT J3
COUNTY — JOHNSTON
11 �$
SR sp
,y1
47
VICINITY MAP
NO SCALE
SEEDING SCHEDULE
Lime — 2 tons/acre (3 tons/acre in Clay Soils)
FERTILIZER — 7000 Ibs/acre — 10/10/10
SEED
Temporary Seeding
Summer — German Millet, 40 Ibs/acre
N/F
W DOUGLAS RHODES
DB 2450, PG 125
Winter — Rye (Grain), 120 Ibs/acre
Permanent Seeding I
K31 Tall Fescue, 150 lbs/acre 7
MULCH — 2 tons/acre — Small Grain Straw
Anchor — Asphalt Emulsion IP 300 gal/ac
�1
� 7
I r
NOTES:
— BEFORE ANY EXCAVATION CAN BEGIN, THE CONSTRUCTION ENTRANCE, TEMPORARY SEDIMENT
TRAP, TEMP DIVERSION DITCHES AND ALL SILT FENCING MUST BE INSTALLED. THE SEDIMENT TRAP
MUST BE CHECKED FOR CAPACITY AFTER EACH MAJOR STORM EVENT AND WHEN IT REACHES 1/2
CAPACITY, IT MUST BE CLEANED OUT.
— THE PIT BOUNDARY WILL ONLY BE CLEARED AS NEEDED. BEGINNING AT THE NORTH END AND
WORKING SOUTH. THE AREA WILL BE CLEARED, TOPSOIL WILL BE STOCKPILED, USED TO CREATE
BERM OR FILL IN EXISTING WATERHOLE. THEN THE BORROW MATERIAL CAN BE EXCAVATED. THE
WATER USED TO WASH OR SEPARATE THE SAND WILL DRAINED TO THE SEDIMENT TRAP AS SHOWN.
THIS TRAP WILL GROW AS THE PIT IS EXCAVATED AND WILL EVENTUALLY BECOME THE POND.
— HAUL ROAD DITCHES ARE EXISTING AND ESTABLISHED, AND SHALL BE SEEDED AS NECESSARY.
— THE 100YR FLOOD PLAIN ENCOMPASSES THE ENTIRE PERMIT BOUNDARY.
— PERMIT BOUNDARY IS THE PROPERTY LINE ON THE EAT SIDE AND AS MARKED ELSEWHERE
LEGEND
SILT FENCE
TEMPORARY SEDIMENT TRAP
°o°000°o TEMPORARY CONSTRUCTION
°oO°O°Oo ENTRANCE
TD TEMPORARY DIVERSION DITCH
i DRAINAGE SWALE
EARTHEN BERM EARTHEN BERM
CATEGORY
AFFECTED ACREAGE
Tailin Sediment
Ponds
0.16 AC
Stock iles
0.23 AC
Wastepile,
0.05 AC
Processi
T Area Haul Road
7.20 AC
Mine Excavation
19.96 AC
Permit oundory
25.52 AC
11
TYPICAL CROSSECTION
TOPSOIL & WASTE
STOCKPILE
MIN I'
1 DEPTH
4
3' WIDE
BOTTOM
TYPICAL
DRAINAGE SWALE
' I
NIF
RONALD STUART MASSENGILL
OB 1874, PG 138 ---- --
1�E I
SILT FENCEWITH OUTLU
\ i
PDW
BOTTOM 01%1EN.SM 5OX100
21 S47E SLOPES
OUR SILL BE 12' LONG AD 3.2
FEET FROM/ BOTTOM ELEVATION
\ INLS BIM NHL GROW AS THE FIT
IS BEING EXGINIIED AND NHL
\ EVENR44LLY BECOME THE POND
DA = 9.60 AC
xrxtJA�J(J 50' REZONING BUFFERNDBAYTINC/N� � iBIOd-7�
271 / WIX i/ALE EXISTING _�� 0 % BOTTOM UMIETSpI'FS JH176
CUr0WR 2:1 MX SCOPES
NFIR SWIL BE TO' LAIC AW 3.2
� FEET FROM BO11AH EIEYATA7W
\ O IsnNG B I \ TM BUN PILLEI{fNRNLLY
V -- - E501L PA iH V I V BECOME THE ' ""7"
SIN - 5.80 AC
I �
\
\
I
LINE l 50'\R ZON/NG-- /
_ \ REZONING BUTTER NT EXISTING
A MERINO LINE 24' RCP I
& AB /
PERMIT BOUI/LWRr /
\ � T 25 UNEXCAYAIED �
BUTTER
6 ` N/F
EXISHNC JULIAN STEWART
50-. ROAD \ UNEXCAYATED BUFDB 281Z PG 630
\ 50' FER
�. END EARTHEN BERM HERE "k
SEE DEFAIL v� I
DfWAffMBASIN �V BawwarLk v I
BORON AMElVSIONS ZOX40 ., ��_ 5, UNDISTURR O 2'1 SIDE SLOPES rj� / 0 BUFFER - ( EXISTING
PMUMWP
ASD 2 LR TXlw m1�iE� ` I - wfnANO ALINEV / —PRIVATE
� IBum AMY BE RaOCATtn / / NELb
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RAYMOND A MASS£NGILL JR l EXISTING ( W ( �FASONAL-PARTRUF OWELING,
DB 3927, PG 95 \ REZG`4NG UNf I FELD / HUNBNCGAMP
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I IBamPfffr
aar l
FLOOOWAY \ 50' RE�ONING I I - �/
LI
\ BUTTEER - / EXISTING , 1
�LI
}�L!7FAPMENT
SHELYERS I� _
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/ ./
SILT FENCE TO BE INSTAUED ALONGENTIRE POW 90YW I„1p!
ARAI TO N N.IND AS NSNONN
\1 TO On NEA7E PERMIT B%WawY 50•
AND PROTECT WF?L4 s I I
I I W 50' UNEXCVATED BUFFER
/ I ? DRAINAGE SWALE FROM i!� \
l ti AND 50' REZONING BUFffR
/� PROCESSING AREA TO
DEWA7ERINC BASIN
LOOYR
\Tic W eCj� EXISTING 0
ftODD /----.� Q$ �1/ FIELD �\
i � o
DAVID BRYAN STANFIELD
_ DB 3526, PG 162
INSTALL 5LT FENCE AT THE _--
10E OF PROPOSED BERM
+/— 4 '
�1
EARTHEN BERM
U
o
a¢ CL
o
REV. NO.
DESCRIPTION
VISIO S RIPTION
D28TE11
ENG/NEER
��b�` SCAR©!/y,�,
- gS/ y ' _
SEIL'
21094 s -
DRAWN en AWH
BAY BLA CKMON, RLS
LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPPING
1023C WEST MARKET STREET - PO BOX 1401
SMITHFIELD, NC 27577 PHONE.- 919-934-3490
REVISED R TS
O
ENGINEER-'DENNIS
,
I
WEILAND
LINE
f
/ PERW
BroTmAwr LME
50' UN9I57BRBED
BOTTOM DIMENSIONS 4OX80 I I� BUFFER
r — 2:1 SLUE SLOPES /
MDeIF PLANT,
NG Awl
/ - w'g PIT 2 --
��I eoiuNawr
{/J WEIR STWl BE 12' LAND AND 3.2 / `SILT FENCE
FEET FROM A77/OM ELEVATION / I WITH OIDitT 50•-
/ / 7765 BASIN NHL EYENIUAILY I W \
BECOME THE POND I I I - EXISDNG WAIERHOLE - 0 FARTHEN BERM TO BEGIN HERE
\ Z ALONG EXISTING ROAD NORTH TO
a = 6.48 I \ - _ \ I �i THE EXIS17NG WOODLINE \
° --� I Q SEE DETAIL \�
`LINE /' ExlAkOP ✓UL14N RySTEWART �\
PIT
inrnn tw
TYPICAL CROSSECTION
PIT EXCAVATION
�
� _
L� tiO.uE `-✓ I
I
� I
DB 3610, PG 770E
� a
EA'/SDryC .` MATIHETY PIT ja-FwtfL- � �
/
/
N 7FR R*D TO BEGIN HERE -
v
APPRQX1A(17E(Y 11,200 IF
TO SR 1009
40,UN�jGt1;a7Ep
9F,,fOR4RY
00YIb'!$!/ 7vN ENTRANCE �v
� d OR A ICE TO DIE PIT
REZ�NiNG �R
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/
TEMPORARY DnERsroN TD
I
I DURT CLEM WATERNIF
��
RAMON'A MARIAM
KNIGHt
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850
II
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\
I A\
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RDBERT Rk0JQM MASSENGILL, ✓R
/"DB 54jYC 441
/
EXISTING ROAD TOE�E USED
v\
1
AS HAIL ROAD AND PART
OF PERMIT BOUNDARY TO
I
BEGIN HERE, AN, EXTENTION\\
/
v \
FROM MINING PEkMIT #5141 vv
- -
/ EXISTING
\ GATE
v
CLIENT•
MATTHEW SAND & GRAVEL, INC
SHEET TITLE.
MINE MAP
PROJECT-
f
MATTHEW PIT #3
HORIZONTAL SCALE: VERTICAL SCALE: DATE DWG #: SHEET.
I "= 200 1 N/A 1 03/30/11 1 03-32A 1 of
7-
�,,' i l l i � r rAl )r.• 4'e 9' tty T1+t ra?q c I t q.. _._ _. ._ ...
i
t
LT1 tl19
:,

L:i 1 Koh) 11 jn,z, all Kmiz As! wanwu:i.y I%

CONSTRUCTION SEQUENCE
I. OBTAIN GRADING PERMIT AND STORMWATER PERMIT
(IF APPLICABLE).
2. BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY.
THE CONTRACTOR SHALL NOTIFY THE AGENCY (OR
AGENCIES) THAT ISSUED THE GRADING AND STORMWATER
PERMIT(S), AS TO THE DATE THE LAND DISTURBING
ACTIVITY WILL BEGIN. DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION, RALEIGH, N.C. 919-791-4200.
JOHNSTON COUNTY STORMWATER ADMINISTRATOR 919-209-BJJJ
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, CHECK DAMS, PERMANENT LEVEL SPREADERS OR OTHER
EROSION CONTROL MEASURES SHOWN ON THE APPROVED
PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL 919-791-4200 DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION, RALEIGH, N.C. FOR ON SITE
INSPECTION AND CERTIFICATE OF COMPLIANCE.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES
AS NEEDED. ROUGH GRADE SITE.
6. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS
WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED
MEASURES AS SHOWN ON THE PLAN. INSTALL THE APPROPATIVE
SIZED OUTLET DISSIPATER AS SHOWN ON THE PLANS AS INDIACTED IN
THE PIPE CHART BEGIN CONSTRUCTING BUILDINGS, ECT
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE
WITH VEGETATION, PAINING, DITCH LININGS, ETC.
8. GROUNDCOVER MUST BE APPLIED TO INACTIVE DISTURBED AREAS
W17HIN 15 WORKING DAYS OR JO CALENDAR DAYS, WHICHEVER IS
SHORTER, ON TEMPORARY AREAS, 15 WORKING DAYS OR 90 CALENDAR
DAYS, WHICHEVER IS SHORTER, ON PERMANMENT AREAS, 21 CALENDAR
DAYS, ON EXPOSED SLOPES, AND 15 WORKING DAYS OR 60 CALENDAR
DAYS WHICHEVER IS SHORTER IN SENSITIVE WATERSHEDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS
ARE STABILIZED COMPLETELY, CALL FOR INSPECTION
(SEE NOTE 14 ABOVE).
10. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS,
SILT FENCING, SEDIMENT BASINS, ECT., AND SEED OUT OR
PAVE ANY RESULTING BARE AREAS.
ANY STORMWATER RETENTION POND SHALL BE CLEANED
(SEDIMENT REMOVED) AND RECONSTRUCTED TO ELEVATION
AND VOLUME SPECIFICATIONS AS NOTED ON PLANS.
ALL REMAINING PERMANENT EROSION CONTROL DEVICES
SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR
FINAL SITE INSPECTION (SEE NOTE 14 ABOVE).
12. OBTAIN A CERTIFICATE OF COMPLETION.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED (150 IBS/ACRE) ON A FRESHLY PREPARED SEEDBED AND
COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
Z MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE
IF STAND IS OVER 609 DAMAGED, RE-ESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
SOIL PREPARATION
• AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS IN CLAY SOIL)
• FERTILIZER - 1,000 LBS/ACRE - 10/10/10
• SUPERPHOSPHATE - 500 LBS/ACRE - 209 ANALYSIS
• MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
• ANCHOR - ASPHALT EMULSION ® 300 GALS/ACRE
SEEDING SPECIFICATIONS
FILTER OF 1 INCH
/ 57 WASHED ST1
u9m
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES -
STEEL FENCE POST
WIRE FENCE SILT FENCE FABRIC HARDWARE CLOTH STEEL FENCE POST
HARDWARE CLOTHON WIRE FENCE ON ORE FENCE
FILTER OF 1 INCH DIAMETER PLAN VIEW K2F*
/ 57 WASHED STONE USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
FLOW DIRInCT 18 AS A REPAIR OF SILT FENCE FAILURES.
GRADE I STEEL FENCE POST SET
.IA L_= - HARDWARE CLOTH MAXIMUM 2 FEET APAR `-WIRE FENCE
1. TEMPORARY SEEDING
• SUMMER: GERMAN MILLET, 40LB/ACRE - MAY 1 THRU AUG 15
• FALL & WINTER: RYE (GRAIN), 120 LB/ACRE - AUG 15 THRU MAY 1
2. PERMANENT SEEDING
• TALL FESCUE, 80 LB/ACRE
• SERICEA LESPEDEZA, 20 LB/ACRE
• KOBE LESPEDEZA, 10 LB/ACRE
REVISION DESCRIPTION
ADDED DEWATERING BASIN
SOE VIEW i
LI SILT FENCE
FABRIC -�
NEs'few" 1.1 v_k F
ic I
-. U HQM U
BURY WIRE FENCE, HARDWARE CLOTH,
FRONT VIEW AND SILT FENCE FABRIC 6 INCHENS INTO
THE TRENCH
SILT FENCE WITH OUTLET
NOT TO SCALE
!'rani.r Srar.d. ,L. ond.Sprc fia.rnJrv..
y------------,-r,.- -
��
Y., Oeth
Plun VICW
N Tr 1
weMJai«. , 15'
1
Crass-5estion Yiew
ROCK CHECK DAM
MAINTENANCE
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
FROM HIGH FLOWS AROUND THE EDGES OF 7H£ DAM CORRECT ALL DAMAGES
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE
RIPRAP LINER /N THAT PORTION OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND T7-IE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECT70N.
Grade
Diversion ridge
ICI _ Public road
11�IL= Geolextile-� -��- Is 1S'
labriC A _ r�.=rlifi_-f1i11"�IA�iilfl -w:A= ,IT,,_
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
WITH ➢IVERSION RIDGE WHERE GRADE EXCEEDS 2X
100
2-3-
coarse ac$+egate
rq... aae. cr+a�A o-.ra,wv.m+tmap. aad:wtfmn km� •h. mmuca m G�dtan v. SY.'CD}
c
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
MAINTENANCE NOT TO SCALE
MAINTAIN THE GRAVEL PAD /N A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 INCH STONE. AFTER EACH RAINFALL,
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
DATE ENGINEER +�'�Oq `''".,, DRAWN BY.
Os 2a 1 � o�/ti '< AWH AH
of rSS! y 9 /
Q' '9� ENGINEER:
SEAT, I
21094 = /''
1 -
%9ya GIN��e''p TE
F, ✓* G 17a l..m:'Naaivigm S•a* Depa- M a Exb"y
+caere ,iwrJ+e hsgr
O.c-hp e' Tn. ca•uia oae m -1; ,q
MAINTENANCE
INSPECT ROLLED EROSION CONTROL
r
a .rt.b...!z•maka
PRODUCTS (RECP) AT LEAST WEEKLY Hnys..eo-n«„«ara.,-.'�-�=-s•--i- ..
AND AFTER EACH SIGNIFICANT (112
INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY. e' J
GOOD CONTACT WITH THE GROUND! -
MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.'
ANY AREAS OF THE RECP THAT ARE u.e.nirw:x.na.t Iug,aarm«m«+r.,.z,
DAMAGED OR NOT IN CLOSE CONTACT
WITH THE GROUND SHALL BE
REPAIRED AND STAPLED. s°�..aPspk,"�`��`«�
IF EROSION OCCURS DUE TO POORLY *C
CONTROLLED DRAINAGE, THE PROBLEM "n„°b
SHALL BE FIXED AND THE ERODED-
d
AREA PROTECTED.
MONITOR AND REPAIR 774E RECP AS° -
NECESSARY UNTIL GROUND COVER IS - -�
ESTABLISHED.
tJCfrs
.v q,..:ec.rv.f v:edy E !r,re.epu..v+er✓pny Mmh n. evRs r an�b Iwen r. «or.er
s,l.nrrl.eg.rer mea u,vy.aNd
z�y-m. �..� cbrwa �m xryn woc.�u uuc,q a nisa awa Mwaa ve �a+n«rmvr
DITCH LINER
NOT TO SCALE
►� I-w 21 min top
r
Steep cut 6 freeboard
or fill I I _r.r�- A
slope I! = 111=I1i111 Uh U=HIII�'TITI"` 111=1i11 --�
2:1 slope
or flatter
PERMANENT DIVERSIONS
MAINTENANCE 1NUI IU SCALt
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUC77ON OPERA77ON. IMMEDATELY REMOVE ANY OBSTRUCT70NS FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE IIEGETAT70N /N A VIGOROUS,
HEALTHY CONDITION AT ALL TIMES.
Compared soil �.
Fiqura 6.]qa Temporay aarlan b+c•aon �
fnarca �nnranme
16' mm crow
TEMPORARY DIVERSIONS
6201
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE 77MELY REPAIRS
AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE 774E RIDGE AND THE CHANNEL TO BLEND W17N THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
CLIENT
tEfHyIMS 1110111RON PIT OM77;'RIlA7 W42M a(FI7�'/uluB
is
PTAs PSG FLOE M; (a ,TI;�I® AT IN �T�IW
use AATmIUM MTE OF ICOD IPA AND A FINI"
OENTEAIAB TIE OF Y HOIEB.
AISM BAALL BE A 1DF-PEFFaAAtM ZORT1 OR CmALMATED
MATRALAL MTN A FLAMSO4E IPTIISI.
GQRTMXr THE COM FTB. AAFPIA RIBA A WATEFI AL
THAT BBITW THE API3:UICATIM OF TIE MM FIBER
SAT sPECLAL POVIAION PIDVMW D44 TE CONTRACT.
P1111i IV SWM POSTW OF THE IELF-FAFTEWE
Alin STEEL TYPE. INSTALL WTI BORN
PITH W NONE TWIN X OF THE FWT APPE INO
ABOVE TIE 401CM.
ATTAON TO CM FIBER IKT TO 7?IE 8'IEEL
POSIW MM WIFE M aMR AMWAILE WEAM
AID STAPLED INTO THE BOTTOM NO I!= ILAPEB
Or THP wAn WITH 1A' s mwk.
IIlrALL TYPE A FILTE7 FWMIC ON IIDIESILWEI AID
WrTAIN OF WBIA AT MET At ISIM IH THE DETAIL.
UK THE TYPIC& ACTION OHM FOR THE
501444E FIT OEaATIRUNS SAM AT A i77DE. TINT
V /
WIN BAY NAVE ANY TYPE CONFI69L1T3d! AS Im AM
LFFICIEMT VOIJANI Is P>A9YIDED me PEVISIa NG
EAKTH Dawn
AM SIDE FM A7MO4PELLAAT® RZBAI.
IFiam Fri. inTHE EA"
PI EMTES
DDDEno
A NEE F61 0r AO W4131.
TE Boom m DEWxTEAIAB b®IN ILffi III WWI/691E
i
.r
AM DEPENDENT O1 IPIW7C SITE
AB WELL AS P COITAIJI 'TIDN GMMTMU.
IAMBI TIM WN LCCA77E AND HIDER PIPE
IM{719BAL PO1 W496 Al ra= TaCF16T.or2O44.
Tr.D.s.,...1
1 r
y
PIAv In Emum Iuo THE BUM, PIT DTm7T_ArWil
I
EMIR TO A OXIMA DEPTH OF B 044. BF3.ON TOP OF
EARHI a=.
PROVIDE A FTOE 911 W 111IIEIPh7A9 PAD AT THI
•
ffilvEiLA
OIJTLEF OF THA Kw oZEL9wm NOE AMO ounm
Rii
�_
THE RIM 1115M IN A WM 5DMA7
w
iDSA TIER BAFFLE PIER 1110077
STON" OWnffi ITB.OA FOR OIrLET MID 0170.
�AtEE
TYPICAL SECTION VICK
LINE
PIT DEWATERING BASIN
NOT TO SCALE
e
FRONT VIEW
0
A
n
NDT�S:
- USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
` FOR REPAIR OF SILT FENCE
FAILURES. USE NO. 57
WAS}+,ED STONE
FOR ANCHOR WN=N SILT FENCE
IS PROTECTING CATCH BASIN,
C.,
NOT TO SCALE
2 1 /2 GA.
MRFSUEDIATE
GRADE
STEEL POST
- WOVEN WARE FABRIC
-SILT FENCE FABRIC
FILL SLOPE
i
s
Dz
GRADE
6' UIN. COVER OVER SKIRT -
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
S'DE VIEW
STANDARD TEMPORARY SILT FENCE
MA/N� NOT TO SCALE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFEC77VZ REPLACE IT
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND TO
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
PROJECT
DENNIS RA Y BLA CMON, RLS MATTHEW SAND &GRAVEL, INC
LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING a MAPPING MATTIIEW PIT 773
1023C WEST MARKET STREET - PO BOX 1401 SHEET TITLE:
SMITHFIELD, NC 27577 PHONE: [phone] EROSION AND SEDIMENT CONTROL HORIZONTAL SCALE VERTICAL SCALE' DATE: DWG:
DETAIL SHEET NIA NIA 03/30/11 03-32A
3 OF 4

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