NCG020200_COMPLETE FILE - HISTORICAL_20120523

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IV CC, p a
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
p q OJ of Q 5 � 3
YYYYMMDD

O�0 VN A DE Michael F, Easley, Governor
William G. Ross Jr., Secretary
7� North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 12, 2006
Mr. Donald M. Moe .
Martin Marietta Materials Inc.
PO Box 30013
Raleigh, NC 27622-0013
Subject: Stormwater General Permit NCG020000
Operations and Maintenance Reminder
Martin Marietta - Pollocksville
COC Number NCG020200
Jones County
Dear Permittee:
Our records indicate that you have been issued a Stormwater General Permit and a Certificate
of Coverage for your facility. These permits have specific conditions that must be met in order for you
to be in compliance with your permit. It is your responsibility, as the permit holder, to read and
comply with the conditions contained in the permit.
It is our responsibility, as the issuing authority, to make sure that the operation and
maintenance of your facility complies with the conditions contained in your permit. To assist you in
complying with these conditions, we are attaching a Technical Bulletin specific to your permit
requirements. We are currently in the process of developing our inspection schedule. Therefore, you
should have all of your records up to date as we may be contacting you in the near future to set up
an inspection of your facility.
If you have any questions, please do not hesitate to contact Samir Dumpor, Pat Durrett or
myself at [phone].
Sincerely
AI Hodge, Supervisor
Washington Regional Office
Surface Water Protection Unit
Encl.
CC: WaRO files
North Carolina Division of Water Quality Internet: h2o.enr.state.nc,us
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NOrthCarolina
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February 7, 2005
Donald M Moe
Martin Marietta Materials Inc
PO Box 30013
Raleigh, NC 276220013
Michael F. Easlev, Governor
William Co. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
1) 'nn of Water Quality
RECERVIE
FEB 2 1 2005
DWO-WARO
Subject: NPDES Stormwater Permit Coverage Renewal
Martin Marietta- Pollocksvill e
COC Number NCG020200
Jones County
Dear Permittee:
In response to your renewal application for continued coverage under general permit NCG020000 the Division of Water
Quality (DWQ) is forwarding herewith the reissued.stormwater general permit. Please review the new permit to familiarize
yourself with the changes in the reissued permit. The general permit authorizes discharges of stormwater and some types of
wastewater. You must meet the provisions of the permit for the types of discharges present at your facility. 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 December 6, 1983,
The following information is included with your permit package:
• A new Certificate of Coverage
A copy of General Stormwater Permit NCG020000
• A copy of a Technical Bulletin for the general permit
• Five copies of Discharge Monitoring Report (DMR) Forms - wastewater and stormwater
• Five copies of Qualitative Monitoring Report Form
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require modification
or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other
permits which may be required by DENR or 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 Bethany Georgoulias of the Central Office Stormwater
Permitting Unit at [phone], ext.529.
Sincerely,
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Washington Regional Office
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
Internet: h2o.enr.state.nc.uslsulstormwater.html 512 N. Salisbury St. Raleigh, NC 27604
One
No -thCarolina
J1vaturallY
Phone [phone] Customer Service
FAX [phone]
An Equal OpportunitylAffErmalive Action Employer — 50% Recycledll0% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020200
STQRMWATER AND PROCESS 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,
Martin Marietta Materials Inc
is hereby authorized to discharge stormwater and to operate treatment systems and discharges associated
with mine dewatering wastewater and process wastewater from a facility located at
Martin Marietta-Pollocksville
E Of Us#17 On Sri 004
Pollocksville
Jones County
to receiving waters designated as Trent River, a class C;Sw,NSW stream in the Neuse River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, Il,
Ill, IV, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective February 7, 2005.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day February 7, 2005
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

' " 4 State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
ROBERT WINCHESTER
MARTIN MARIETTA - POLLOCKSVILLE
P. O. BOX 30013
RALEIGH. NC 27622
Dear Permittee:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENV}RONMENT AND NATURAL RESOURCES
December 17, 1999
i
DEC 15 1999 I )
Subject: Reissue - NPDES Stormwater erJASHINGTON RECIO14AL Of ICE
Martin Marietta - Pollocksvill OWO
COC Number NCG020200
Jones County
In response to your renewal application for continued coverage under general permit NCG020000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued stormwater 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 December 6, 1983.
The following information is included with your permit package:
* A copy of general stormwater permit NCG020000
* Five copies of the Analytical Monitoring form and five copies of the Qualitative Monitoring form
* A copy of a Technical Bulletin on this permit which outlines permit components and
addresses frequently asked questions
* A Certificate of Coverage for your facility
* DWQ fee schedule
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require
modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility
for compliance with any other applicable federal, slate. or local law rule, standard, ordinance, order, judgment, or
decree.
Please note that in 1998 Senate Bill 1366 established changes to the permit fee structure for DWQ permits effective
January 1, 1999. This change requires that you pay an annual fee to assure continued coverage under this permit.
You will be invoiced for this fee beginning next year. A copy of the current fee schedule is included with this letter.
If you have any questions regarding this permit package please contact Tony Evans of the Central Office Stormwater
and General Permits Unit at [phone], ext. 584
Sincerely,
for Kerr T. Stevens
Director, Division of Water Quality
cc: Central Files
Washington Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020200
STORMWATER AND PROCESS 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,
MARTIN MARIETTA
is hereby authorized to discharge stormwater and to operate or continue operation of treatment systems and
discharges associated with mine dewatering and process wastewater from a facility located at
MARTIN MARIETTA - POLLOCKSVILLE
EAST OF U.S.# 17, ON SR 1004
POLLOCKS VILLE
JONES COUNTY
to receiving waters designated as the Trent River in the Neuse River Basin in accordance with the effluent
limitations. monitoring requirements, and other conditions set forth in Parts I, II, 1I1, IV, V, and VI of General
Permit No. NCG020000 as attached.
This certificate of coverage shall become effective December 17, 1999.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day December 17, 1999.
for Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

40
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
HORACE S. WILSON
MARTIN MARIETTA-POLLOCKSVILLE
P. O. BOX 30013
RALEIGH NC 27622
Dear Permittee:
September 30,1993
RECEIVED
WASHINGTON OFFICE
OCT 0 71993
D. E. M.
Subject: MARTIN MARIETTA-POLLOCKSVILLE
Certificate of Coverage NCG020200
General Permit NCGO20000
Formerly NPDES Permit NCO080438
Jones County
The Division of Environmental Management has recently evaluated all existing individual permits for potential
coverage under general permits currently issued by the Division. 15A N.C.A.C. 2H .0127 allows the Division to
evaluate groups of permits having similar discharge activities for coverage under general permits and issue
coverage where the Division finds control of the discharges more appropriate in this manner. The Division has
determined that the subject discharge qualifies for such coverage. Therefore, the Division is hereby issuing the
subject Certificate of Coverage under the state-NPDES general permit no. NCG020000 which shall void NPDES
Permit NC0080438. This Certificate of Coverage is issued pursuant to the requirements of North Carolina and the
US Environmental Protection Agency Memorandum of Agreement dated December 6,1983 and as subsequently
amended.
If any parts, measurement frequencies or sampling requirements contained in this general permit are unacceptable to
you, you have the right to submit an individual permit application, associated processing fee and letter requesting
coverage under an individual permit. Unless such demand is made, this decision shall be final and binding. Please
take notice this Certificate of Coverage is not transferable. Part II, EA. addresses the requirements to be followed
in case of change of ownership or control of this discharge.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement wastewater treatment or disposal facilities. Construction of any
wastewater treatment facilities will require issuance of an Authorization to Construct from this Division.
Failure to abide by the requirements contained in this Certificate of Coverage and respective general permit may
subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C. Please note that the general permit does require
monitoring in accordance with federal law. The monitoring data is required to be submitted to the Division no later
than January 31 for the previous year in which sampling was required to be performed.
Post Office Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled -10% post -consumer paper

Page 2
® HORACE S. WILSON
MARTIN MARIETTA-POLLOCKSVILLE
Certificate of Coverage No. NCG020200
The issuance of this Certificate of Coverage is an administrative action initiated by the Division of
Environmental Management and therefore, no fees are due at this time. In accordance with current rules, there
are no annual administrative and compliance monitoring fees for coverage under general permits. The only fee
you,will"be responsible for is a renewal fee at the time of renewal. The current permit expires August 31, 1997.
This coverage will remain valid through the duration of the attached general permit. The Division will be
responsible for the reissuance of the general permit and at such time, you will be notified of the procedures to
follow to continue coverage under the reissued permit. Unless you fail to follow the procedures for continued
coverage, you will continue to be permitted to discharge in accordance with the attached general permit.
The issuance of this Certificate of Coverage does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be required by the Division of Environmental Management
or permits required by the Division of Land Resources, the Coastal Area Management Act or any Federal or
Local other governmental permit that may be required.
If you have any questions or need additional information regarding this matter, please contact either the
Washington Regional Office, Water Quality Section at telephone number 919/ 946-6481, or a review engineer
in the NPDES Group in the Central Office at telephone number 919/733-5083.
cerely,
A. Preston Howa , Jr., P.E.
cc: Washington Regional Office
Central Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECEIVED
W,aSHINGTON OFFICE
OCT C 71943)
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020200 D. E R1.
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUNTANT 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,
MARTIN MARIETTA-POLLOCKSVILLE
is hereby authorized to discharge stormwater from a facility located at
MARTIN MARIETTA-POLLOCKSVILLE
Jones County
to receiving waters designated as the TRENT RIVER/NEUSE RIVER BASIN
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II,
III and IV of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective November 1, 1993.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, September 30, 1993.
A. Preston Howard r., P.E.,Director
Division of Environmental Management
By Authority of the Environmental Management Commission
0

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Martin Marietta Materials, Inc.
Pollocksville Quarry
Mine Permit Renewal
Permit No. 52-07
P.O. Box 30013
Raleigh, NC 27622-0013
919-781-4550
May 2012
RECEiVED.:,.
MAY ll �Op
DWQ-WARO
RECEIVED
LAND QUALITY SECTION
'01 k.. ! -

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Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the permittee.
r � �
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: Pollocksville Quarry DLR Permit #: 52-07 County: Jones Applicant's Email:
Nuwan.wi'esuri a martinmarietta com
Applicant's Mailing Address: PO Box.30013, Raleigh, NC 27622-0013 Mine Physical Address:_
YES NO Date Commencing
Is this mine a new mine? 177 �}
Have land disturbing activities
started? Date? r r
'Latitude:35.0039 Longitude:-77.2552
Please return comments to (at DLR CO): Judy Wehner
Comments due by: 6112112
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? No
Comments: NCG020200 permit existing and active. No comments on renewal.
Watershed/Stream Name & Classification: Neuse River Basin,Trent River, class C:Sw;NSW
DWQ Compliance Status of Mine: NIA
Does this mine (or previous owner) have DWQ back fees to pay? No if yes, amount: NIA
Is this mine an active permit in BIMS? yes
YES NO
NPDES permit required?
;, 3,•:
r 2, ..'
f
NPDES permit existing?
r (Permit #NCG020200)
;If'an NPDES permit iis• not required :i`s DWQ
r
still concerned. about wetland degradation
,
by ewatering?
Should permittee contact DWQ RO
immediately? (e.g. to schedule a site visit if
IJ , RO Contact Name:
r
mine has already begun digging or is
Contact Reason:
dewatering without DWQ permit)
401 Wetlandr Cert. equired?�`f'=v
401 Wetland Cert. existing?
r Permit #
Mi
DoesDWQ RO'have enough, inform'ation.to
determine if a 401 certification i -required?-
Rwv SPntamhar 7nin

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the permittee.
Q t
YES NO
Are wetlands -disturbed at'this site?
r
Does DWQ RO suspect or know of nearby
r
r
wetlands to the site?
r,JD
Is a wetland delineation required:prior to
r Consultant
DWQ issuing the permit?
r Onsite?
r
C� Offsite?
Stream Determination Needed?
r
Stream -Determination Completed?
r
3 j
Does DWQ RO need a statement that no
wetlands/streams are disturbed
r
r
for this project from applicant?
Buffer Determination Needed?
r
r
Buffer Determination Completed?
r
r
Recycle system permit existing?* =
r � Permit # '
.`
New Recycle System permit required?*
r
Enough information to determine?
Non -discharge permit existing?*
r Permit t#.
r'
Does this applicant need to contact the
regional of Central DWQ Office to
r
determine if a State Stormwater Permit is
needed?
r Unknown.
Will wastewaters discharge to HQW waters
r
r 7Q10
Permittee
must
with a 7010=0? **
Flow:
determine.
r Has Violation
r O&M Requirements
r HQW/7Q10 Concerns
Does DWQ require DLR to hold the permit
r' Pay back fees or renew
(e.g. so DWQ can review it further-oc
DWQ permit
r Other.
r
because DWQ requires more information')
Please describe the reason'to.'
hold the permit
RO contact:.,F.
v
Hoid U, it:il:
Mine must wait to dewater until an O&M plan is
r
approved?
"The NPDES SW and WW permit NCG020000 covers closed -too rec cle systems, designed to exclude all stormwater run-ott from
the sLstem and operate at or below two -feet of freeboard. These systems may be permitted by a Non -discharge Recycle_System
Permit from the Aquifer Protection Section (APS), OR may instead be i2ermitted under NCG020000 to eliminate an additionalpermit.
Rav SPnfAmhPr 9nio

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the permittee.
a:
Recycle systems that do not meet those criteria are considered discharging systems, and are su�ect to the NCG020000 discharge
permit.
**To obtain 7Q10 flows, permittees must contact the DWQ StommwaterPermitting Unit. If DWQ does not have a flow estimate for a
specific stream, pemtittees will be asked to obtain one. Permittees should contact J, Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7010 flow. USGS will not determine a 7Q10 now for tidally influenced water bodies.
***1f there is not enough information to -give a complete answer, write in the space provided what you will need to answer this question
completely. if you reauire DLR to hold the oerrnit until further notice, indicate that in the question below.
Reviewed by:
DWQ RO Surface Water: Washington Regional Office: Samir Dumpor Date: May 30 2012
RO Aquifer Protection Section: Regional Office: Date:
SPU DWQ Central Office Reviewer (if applicable):
Rav Santamhar 9nin

Martin Marietta Materials
P.O. Box 30013
Raleigh, North Carolina 27622-0013
Telephone [phone]
HAND DELIVERED
May 18, 2012
Ms..lanct S. Boyer, PE
State Mining Specialist
NCDENR — Division of Land ReSOUrces
Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Martin Marietta Materials, Inc
Pollocksville Quarry (Permit No. 52-07)
10-Year Mine Permit Renewal
Dear Madam:
We would like to request a 10-year Mine Permit renewal for our Pollocksville Quarry. No modifications
are being requested at this time.
Please find enclosed the following:
The completed original Mine Permit application, Which includes the Mine Map, Details Sheet,
Reclamation Map, USGS vicinity mal), Revegetation Plan and a signed Land Entry Agreement.
• Four copies of the application, along with accompanying dOCUrnents.
• $1,000 check to cover the cost ofthe Permit renewal fee.
I f you have any questions, please contact me at [phone].
Sincerely,
NUwan Wijesuriya
Environmental Engineer
ENC: MINE PERMIT APMACA'rIoN
cc: Greg Meadows, Ray "Thatcher, Brian North - w/o enclosures

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Martin Marietta Materials
AMA
'
VENDOR NO.
D/a7E .
CHECK,NO
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171987
05/02/12
1287543
P.O. BOX 30013 RALEIGH NORTH CAROLINA 27622 0013
.DATE;i
iNV01C! !CREDIT
GROSS AMT :; ..
;:: , _',. AD 3 ;dESC
04/27/12
17198799008042712
1,000.00
pollocksville quarry 1
1,000.00
THE ATTACHED CHECK IS IN PAYMENT TOTAL:
1,000.00
0.00
1,000.00
FOR ITEMS DESCRIBED ABOVE
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Wit'�..
Martin Marietta Materials `z °
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-"P.O. BOX 30013 RALEIGH, NORTH CAROLINA 21622-0013
CHECK AMOU12
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$*.***1,000.00
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;PAY To
NC DENR''&
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1628 MAIL SERVICE CENTER'
RALEIGH NC 27699-1628
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AUTHORIZED SIGNATURE
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11
APPLICATION FOR A MINING PERMIT
1
NORTH CARO:LI:NA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1 1. Name of Mine Pollocksville
River Basin Neuse
Latitude (decimal degrees to four places) 35.01 1 1
.Longitude (decimal degrees to four places) 77.2097
Name of Applicant*
Martin Marietta Materials Inc.
County
.]ones
Pernaanent address for receipt of official mail** P.O. Box 30013, Raleigh, NC 27622
Telephone [phone] Alternate No.
1 4. Mine Office Address To be assigned
0
Telephone To be assiwied
Mine Manager Mr. GregMeadows
We hereby certify that all details contained in this Permit Application are true and correct to the best of
our knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
***Signature
1 Print Name Mr. Paxton I3adham
Date,�� CD/1 2-
Title Vice President I-andll-nyironmental
*
This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond„
(security) that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74--51 provides that the Department shall grant or deny an application for a permit within 60 days of
receipt of a complete application or, if a public hearing is held, within 30 days following the hearing and the
filing of any supplemental information required by the Department. All questions must be addressed and all
required reaps provided before this application can be considered complete. Attach additional sheets as
needed.

APPLICATION FOR A MINING PERMIT
NOTE: All of the following questions must be thoroughly answered regarding your mining operation
for the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed
mine map.
' A. GENERAL CHARACTERISTICS OF THE MINE
1. Answer all of the following that apply:
❑ If this is an application for a NEW permit, indicate the total acreage at the site to be covered by
the permit (this is the acreage that the "new permit" fee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned:
Acres leased: Property owner if leased:
If this is an application for RENEWAL of a mining permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit: Mining Permit No.: 52-07
Total permitted acreage (this is the acreage that the "renewal" fee will be based upon): 331.7
❑ If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: `Total permitted acreage:
Does the modification involve acreage within the previously approved permitted boundary?
Yes ❑ No ❑. If yes, indicate the acreage to be covered by this modification (this is the
acreage that the "major modification" fee will be based upon):
Does the modification involve acreage outside the previously approved permitted boundary?
Yes ❑ No ❑. If yes, indicate the additional acreage to be covered by this
modification: . (NOTE: you must complete all of Section F. of this application
Form entitled Notification of Adjoining Landowners).
1
I
Of this acreage to be added to the permit, will any portion of this acreage be affected (i.e.:
disturbed, ground cover removed) by the mining operation? Yes ❑ No ❑ (If no, a
"minor modi f ication" fee of $100.00 is required, despite the "undisturbed" acreage to be added).
If yes, indicate the acreage to be affected within the acreage to be added to the permit (the total
acreage to be added to the permit is the acreage that the "major modification" fee will be based
upon):
If this is an application I.or TRANSFER of a mining permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO
BE PAID FOR THE REQUESTED PERMIT ACTIONS) AND CORRESPONDING ACREAGE
NOTED ABOVE
2. Name of all materials mined: Marine Limestone
3. Mining method:
❑Hydraulic Dredge
Dragline & Truck
Other (explain): Dril
®Front-end Loader & Truck El shovel & Truck
Self -loading Scraper
4. a. Expected maximum depth of mine (feet) 80
1 Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)

1
APPLICATION FOR A MINING PERMIT
b. Expected average depth of mine (feet) 62
LF
0
11
0
0
0
1
0
0
1
I
IIas any area(s) at this site been Mined in the past? Yes ❑
If yes, when and by whom was this activity conducted?
1
6. Number of years for which the permit is requested (10 years maximum): 10 years
B. MAPS
Clearly mark and label the location of your mining operation on six fi copies of a 7.5-minute
quadrangle and a county highway map. These maps, in addition to six (6) copies_ of all mine maps
and reclamation snaps, must be submitted with each permit application.
7.5-minute quadrangles may be obtained from the N.C. Geological Survey:
Mailing Address: Physical Address:
1612 Mail Service Center OR 512 North Salisbury Street, 5t1, Floor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
www. ifeoloLyv.enr.state, nc.Lis/
County highway maps may be obtained from the N.C. Department of Transportation:
North Carolina Department of Transportation — Geographic information Systems (GIS)
Mailing Address:
NCDOT GIS Unit
1587 Mail Service Center
Raleigh, North Carolina 27699-1587
Physical Address:
NCDOT GIS Unit
3401 Carl Sandberg Court
Raleigh, North Carolina 27610
[phone]
www.ncdot.orglit/gisCoiiiact/default.litml
2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on
the maps along with their corresponding (approximate) acreage. As a reminder, mining
permits can only be issued for up to 10 years; thus, ail mine and reclamation mans must only
denote those activities that are intended to be conducted during the life of the mining permit.
All maps must be off a scale sufficient (see miniinum requirements listed below) to clearly illustrate
the following, at a minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights -of way.
b. Existing or proposed permit boundaries.
C. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants (processing plants may be described as to location
and distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on -site haul roads.
1. Location of planned and existing on -site buildings.
in. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners of record, both public and private, of all tracts of land that are adjoining the
mining permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by
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APPLICATION FOR A MINING PERMIT
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the lessor of the aline tract, names of owners of record of tracts adjoining these tracts, that are
within 1,000 feet of the mining permit boundary, must be provided on the mine map.
p. Names of owners of record, both public and private, of all tracts of land that are adjoining the
mining permit boundary which lie directly across and are contiguous to any highway, creek,
stream, river, or other watercourse, railroad track, or utility or other public right-of-way. If an
adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract,
names of owners of record of tracts adjoining these tracts, that are within 1,000 feet of the
mining permit boundary, must be provided on the mine map(s). NOTL: "highway" means a
road that has four lanes of travel or less and is not designated as an Interstate I-lighway.
n. Map legend:
1. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding names
7. Date prepared and revised
S. Name and title of person preparing map
Map scales should meet the following guidelines:
PERMITTED ACREAGE MAP SCALE
0-49 Acres 1 inch = 50 feet
50-199 Acres I inch = 100 feet
200+ Acres 1 inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable il'they clearly illustrate the above items)
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APPLICATION FOR A MINING PERMIT
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A table/chart must be provided on the mine neap that clearly lists the approximate acreage of
tailings/sediment ponds, stockpiles; wastepiles, processing area/haul roads, mine excavation and any other
major aspect of the mining operation that is proposed to be affected/disturbed during the life of'the mining
permit. A table/chart similar to the f-ollowing will be acceptable:
CATEGORY
AFFECTED ACREAGE
"failings/Sediment Ponds
4
Stockpiles
20
Wastepiles
22.5
Processing Area/Haul Roads
25
Mine Excavation
36
Other (Explain)
Total Disturbed Acreage
107.5
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS
IN THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUESTIONSISTAT'EMENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED
COMPLETE WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON
THE MINE MAPS.

APPLICATION FOR A MINING PERMIT
C. PROTECTION OF NATURAL RESOURCES
1. Describe in detail the Sequence of events for the development and operation ofthe mine and reference
the sequence to the mine nzap(s). Attach additional sheets as needed.
Areas adjacent to the initial pit are stripped to marine limestone by dirt haulers or our contractors.
rI'his disturbed area is made to drain back to the pit or to approved erosion control structures. The
' sequence of the initial pit, stripped areas and future pit areas is shown on the submitted Mine Map.
2. Describe specific erosion control measures to be installed prior to land disturbing activities and
during mining to prevent offsite sedimentation (include specific plans for sediment crud erosion
control for mine excavation(s), haste piles, access/nine roads and process areas), and give a detailed
sequence of installation and schedule for maintenance of the measures. Locate and label all sediment
and erosion control we'asures on the !nine map(5) and provide typical Goss-sectiol?slcoi?strttctior7
details of each me'astire. 1 rignhecring designs and calculations are required to Jilstll:y the adequacy of
any proposed measures.
Erosion control measures are noted in the attached Mine Map. Details for all structures have been
submitted and approved through past submittals.
3. a. Will the operation involve washing the material mined, recycling process water, or other waste water
handling? Yes ® No ❑. [i yes, briefly describe all such processes including any chemicals to be
used.
'file Mine discharge will be made up of stormwater and groundwater that collects in the pit area.
Most of this water falls directly into the pit; the remainder comes from area drainage and groundwater
seepage. All of this water flows into a pit sump and is pumped out of the pit as required. From there
it flows to a clarification pond before being discharged off property. The NI'DES General Stormwater
Permit allows for the use of chemical flocculants from the Division of Water Quality's approved list
of polymers. As such flocculants from the approved list maybe used from time to time as needed to
maintain water quality.
All process water from washing of material is handled through a closed -loop recycle system of
settling ponds.
b. Wilt the operation involve discharging fresh or waste water from the mine or plant as a point
discharge to the waters of the State? Yes ® No ❑. If yes, briefly describe the nature of the
discharge and locate all proposed discharge points (along with their method of stabilization) on your
mine map(s).
The site is permitted to discharge pit water, process water and stormwater by means of General
Stormwater Permit No. NCG020200 issued by the NC Division of Water Quality. Mine dewatering
will occur from the pi sump o receiving waters designated as Trent River. Stormwater discharges
may occur from the sediment basins shown oil the Mine Map.
c. Will any part of the proposed mine excavation(s) extend below the water table? Yes ® No ❑.
If yes, do you intend to dewater tlhe excavation(s)? Yes ® No ❑.
If yes, what impact, if any, will mine dewatering have on neighboring wells? Estimated withdrawal
rate in gallons per day: See comments below . Locate all exisling wells on the nine nwp(s) that
lie within 500 feet of the proposed exc(wation area. Provide data to support any conclusions or
statements made, including any monitoring well data, well construction data and current water
withdrawal rates. Indicate whether the proposed mine locale is served by a public water system or
private wells.
1'he operation will certainly withdraw more than 100 000 Jallons per da y.exact water withdrawal
rates will be established once the site is nil operation. once tile pit has been established, operations of
this type typically withdraw water at rates in tile range of several million gallons per day. With the
1'rent River in close proximity, some of this water may be surface water infiltration. Actual rates will
be recorded and reported to the Division of Water Resources.

APPLICATION FOR A MINING PERMIT
The surrounding area is served by the county water system, in addition to private wells.
All known well locations within 500 feet of the proposed excavation are depicted oil tile Mine Map.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality permits) (i.e., non -discharge, NPDES, Stormwater, etc.) from
' the Division of Water Quality, Water Quality Section. In addition, the applicant is required to
register water use with the Division of Water Resources if the operation withdraws more than 10,000
gallons per day and needs a capacity use permit from the Division of Water Resources if the
operation lies in a capacity use area and withdraws more than 100,000 gallons per day`
The site is registered under the NC Division of Water Resources, Water Withdrawal Registration
program and has a Central Coastal Plain Capacity Use Permit No. CU3036. The site is permitted to
discharge pit water, process water and stormwater by means of General Storimwater Permit No.
NCG020200 issued by the NC Division of Water- Quality.
4. a. Will the operation involve crushing or any other air contaminant emissions? Yes ® No ❑.
If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the
Division of Air Quality or local governing body.
Air Permit No.: 07047 issued by the NC Division of Air Quality covers the site.
b. Flow will dust from stockpiles, haul roads, etc., be controlled?
Plant emissions will be controlled by a wet suppression system. Haul roads and stockpiles will be
controlled by tlhe use of a water truck equipped with powered rear spray and front mounted water
cannon.
5. a. A buffer will be required between any mining activity and any mining permit boundary or right-
of-way. It may be an unexcavated buffer (no excavation, but roadways, berms and erosion &
sedimentation control measures may be installed within it), an undisturbed buffer (no disturbance
within the buffer whatsoever), or a combination of the two, depending upon the site conditions.
Note that all buffers must be located within the mining permit boundaries.
Flow wide a buffer will be maintained between any ruining activity and any mining permit
boundary or right-of-way at this site? A minimum buffer oi'25 feet is recommended, although a
wider buffer may be needed ciepeihdiing on site conditions. Show all ba ffer localions and ividths
on the mine maj)(s).
Buffers between the pit edge and adjoining properties including the Trent River, Mill Creek and
West Branch will be a minimum of 200 feet as outlined in the existing Permit.
b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing
activities within the mining permit boundaries and any natural watercourses and wetlands unless
smaller undisturbed buffers can be justified. Depending on site conditions, a buffer wider than
50 feet may be needed.
How wide an undisturbed buffer will be maintained between any land disturbing activities within
8 the mining permit boundaries and any natural watercourses and wetlands at this site? Show all
I7'i fpr locations and widths on the in ne map(S).
Buffers between the pit edge and adjoining properties including the 'Trent River, Mill Creek and
West Branch will be a minimum of 200 feet as outlined in the existing Permit.
H

APPLICATION FOR A MINING PERMIT
' 6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit
boundaries during mining. Minimum 2 horizontal to 1 vertical slopes or flatter for clayey
material and minimum 3 horizontal to I vertical slopes or flatter for sandy material are generally
required, unless technical justification can be provided to allow steeper slopes.
As shown on the Mine Map, the mine excavation will not extend close enough to the property
boundaries to create a landslide boundary.
b. Proi,ide a cross-se'clron on the lime incrp(s) ,ft)r all fill slopes (be'i"Ins, ivastepiles, oiVerburden
disposal areas, etc.), clearly indicating the intended side slope gradient, installation of any
' benches anchor slope drains (i0th supporting design infoi-oration) rf needed, and the inelhod of
.final stabilization.
The final side slopes for all fill areas will be 2:1 minimum. Upon completion of fill area, the area
will be seeded and stabilized. Cross -sections are shown on the Details Sheet.
c. In excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes
including specifications for benching and sloping. Cross -sections for all cut slopes musl he
provided on the rnine niap(s).
Final excavation slopes of unconsolidated materials will be 2:1. Where the height of a cut face
warrants, a bench will be cut to slope toward the face of cut and drain to the pit excavation.
d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide cross -
sections of the urine excavation clearly noting the angles of the cut slopes, wiciths of all safely
benches and mine benches, and the expected inaxlinuin clepth of the excai,alion.
Bench widths vary from 20' — 100'. The average height is 40'.
7. Describe other methods to be taken during mining to prevent physical hazard to any neighboring
dwelling house, public road, public, commercial or industrial building from any mine excavation.
Locale all such struelures on the mine i nap if 'lhey ai-e within 300 feel of any proposed excavation.
The mine excavation will not extend close enough to the property boundaries to cause any physical
damage to any adjacent concern noted. All quarry shots are designed to prevent excessive vibrations.
Seismograph recordings are taken (luring each shot event. The quarry shots are scheduled normally
about mid -day and will be observed by our neighbors as distant thunder lasting less than a second.
Depending upon production requirements, the event occurs one to three times a weeks. Structures within
300 feet are noted on the Mine map.
8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall
area and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate
boulder barriers may be acceptable high wall barricades. ff construction detcril/ci-oss-seclion crud
location of each type' of barricade to be used must be indicated on the rnine 117cr1)(1�.
A boulder barrier will be used around the perimeter of any high wall area. The barrier will be put ill
place upon the completion ofstripping activities.
9. Are acid producing minerals or soils present? Yes ❑ No N.
If yes, how will acid water pollution from the excavation; stockpiles and waste areas be controlled?

1
APPLICATION FOR A MINING PERMIT
10. a. Describe specific plans (including a schedule of implementation) for screening the operation
from public view such as maintaining or planting trees, bushes or other vegetation, building
berms or other measures. Shotiv the location of all visual screening on the mine map(y) and
1 provide cross -sections through all proposed berms or proposed spacing, sizes and Species for
tree plantings.
Existing; trees, terrain and berms will effectively screen our operations from nearby roads or
homes. Trees and vegetation will be planted on the berms and in such areas as to promote future
long; -term screening; and soil stability.
1 b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated?
There are no publicly owned parks, forest or recreation areas adjacent to the quarry.
1 11. Will explosives be used? Yes ® No ❑.
117 yes, specify the types of explosive(s) and describe what precaution(s) will be used to prevent
physical hazard to persons or neighboring property from flying rocks or excessive air blasts or ground
1 vibrations. Depending on the mine's location to nearby structures, more detailed technical information
may be required on the blasting program (such as a third -party blasting study). I ocote the nearest
offsite occupied structures) to the proposed ercaration(s) on the mine mop and indicate its
approximate distance to the proposed eicaration.
Explosives will be utilized to extract the rock from the earth. The principal explosive material is
1 ammorutim nitrate, commonly used as fertilizer. Blasting; will be conducted by our contractor.
No explosives will be stored onsite.
A shot pattern is used that minimizes the air and ground vibrations and provides the best rock
1 breakage. Energy expended as excess air blast or ground vibration is wasted energy and it is our
intent to develop the most efficient blasting procedures possible.
1 Shots will normally occur from one to three times a week and will be observed as distant thunder
lasting; less than a second.
Permanent records are maintained on each shot, which indicate the shot pattern, loading, delays,
1 lime, weather, and all other pertinent data.
12. Will fuel tanks, solvents, or other chemical reagents be stored on -site? Yes ® No ❑.
If yes, describe these materials, how they will be stared and method of containment in case of .spill.
Indicate the location(s) of all storage facilities on the mine map(s).
Diesel fuel; bulk oil, used oil and gasoline are to be stored inside approved containment
structures that meet all required fire protection codes. An approved dealer such as Noble Oil will
handle solvents. The quarry will have a Spill Prevention, Control and Countermeasure Plan
(SPCC) in place to handle any potential spills.
I

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APPLICATION FOR A MINING PERMI'C
D. RECLAMATION PLAN
1. Describe your intended plan for the final reclamation and subsequent use of all affected lands and
' indicate the sequence and general methods to be used in reclaiming this land. This must include the
method of reclamation of settling ponds and/or sediment control basins and the method of restoration or
establishment of any permanent drainage channels to a condition minimizing erosion, siltation and other
pollution. This informcaion must be illustrated on a reclamation map and must correspond directly wilh
the information provided on the mine map(s). In addition, design information, including typical
cross -sections, of any permanent channels to be constructed as part of the reclamation plan and the
localion(s) of all permanent channels must be indicated on the reclamation rnap.
Disturbed areas, berms, etc., will be revegetaled in accordance with the seeding schedule as provided.
The excavation itself will be allowed to fill with groundwater and could be utilized for water storage,
recreation, wildlife sanctuary oi- other uses.
' 2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes ® No ❑.
If yes, illustrate the location of the body(s) of writer on the recicnnation map and provide a scaled
cross -sections) through the proposed body(y) of mauler. The minimum water depth must be at least 4
feet, measured from the normal low water table elevation, unless information is provided to indicate that
a more shallow water body will be productive and beneficial at this site.
Will the body(s) of water be stocked with fish? Yes ❑ No Z.
.lf yes, specify species.
The pit will remain as permanent water storage rise. The ultimate depth of the pit will determine the
average depth of water- in the pit at the time operations are terminated.
3. Describe provisions for safety to persons and to adjoining property in all completed excavations in rock
including what kind of permanent barricade will be left. Acceptable permanent barricades are
appropriate fencing, large boulders placed end -to -end, etc. Construction details and locations o_f all
permanent barricades most be shoii)n on the reclamation map.
A perimeter fence will be placed around all excavations upon completion of the mining operation.
4. Indicate the rnethod(s) of reel arnation of overburden, refuse, spoil banks or other such on -site mine
waste areas, including specifications for benching and sloping. Pfinal cross -sections and locations
.for such areas must be provided on the reclamation inol).
Overburden is cast back into the pit. Overburden piles, refuse, spoil banks or• other mine waste areas
existing at final reclamation will be graded and compacted to slopes of 2:1 or flatter and will be
vegetated in accordance with the attached seeding sclicdule. The areas will be graded to prevent pooling
and stagnation of water and to control stormwater runoff. Old or existing overburden piles that are
adequately stabilized and vegetated will remain in their current configuration.
S. a. Describe reclamation of processing facilities, stockpile areas, and on -site roadways.
The processing plant and any remaining stockpiles will be removed from the site. The plant and
stockpile area will be graded, scarified and re -vegetated in accordance with the attached seeding
schedule. I"urthermore, on -site roadways that are stabilized will be left in place and be allowed to re -
vegetate naturally; others will be graded, scarified and re -vegetated.
Erosion control measures necessary for final reclamation will be cleaned out and placed in good
working order.
b. Will any on -site roadways be left as part of the reclamation? Yes ® No ❑.
If yes, idenlify such roadways on the reclamation tnap and provide details on permanent road and
dilch line slabilization.

1
APPLICATION FOR A MINING PERMIT
6. Describe the method of control of contaminants and disposal of scrap metal, junk machinery, cables,
or other such waste products of mining. (Note definition of refuse in The Mining Act of 1971.)
No off -site 14encrated waste shall be disposed of on the mine site without prior written approval
fi-om the NC Department of Environment and Natural Resources, Land Quality Section and
either the Division of Waste Management (DWM) or local governing body. If a disposal permit
has been issued by DWM for the site, a copy of said permit must be attached to this
application. All temporary and permanent refuse disposal areas must he clearly delineated on the
mine wap(s) and reclamation snap, along i0th o list of items to he disposed in .said areas.
tPlant machinery and miscellaneous junked equipment will be placed in a designated area for
eventual disposal off -site by private disposal firms. Items such as drill steel, conveyor belting, screen
cloth, cable, etc., will be disposed of in accordance with local, state, and federal regulations.
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APPLICATION FOR A MINING PERMIT
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7. Describe your plan for revegetation or other surface treatment of the affected areas. This plan must
include recommendations for year-round seeding, including the time of seeding and the amount and
type of seed, fertilizer, lime and mulch per acre. The recommendations must include general seeding
instructions for both permanent and temporary revegetation. Revegetation utilizing only tree
plantings is not acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the Division of forest Resources, Department of Environment and
Natural Resources:
c. Authorized county representatives of the North Carolina Cooperative Extension Service,
specialists and research faculty with the Colleges of Agriculture and Life Sciences and Forest
Resources at North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters referred by the Division of Forest Resources, Department of
Environment and Natural Resources;
f. N.C. I-rosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
LIME - RA'CE OF APPLICATION (tons/acre):
FERTILIZER - ANALYSIS AND RATI--, OF APPLICATION (pounds/acre):
SEED - TYPE(S) AND RAT]---(S) OF APPLICATION INCLUDING YEAR-ROUND S1 ED[NG
SCHEDULE (pounds acre): (NOTE: Include Legumes]
Seed Types: Seeding Dates: SeedinjZ Rates:
A seeding schedule provided by the Division of Land Resources, Land Quality Section is included
with this application.
MULCH - TYPE AND RATE OF APPLICA'I"ION (pounds/acre) AND METIJOD Of
ANCI-IORING:
OTHER VEGETATIVE COVERS — TYPE (S) AND RATE (S) OF APPLICATION
INCLUDING SEEDING SCI-IEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
Revegetation and/or re Forestation San approved by:
Signature �--� •.�.' Date_ �� ���2--
Print Name Nuwan Wiiesuriva
'Crtte Environmental Engineer
Agency Martin Marietta M
u
- 13 -

Rene etation Plan
After site preparation, all disturbed land areas shall be revegetated as per the following:
Permanent Seedina Saecifications
Dates Species
February 15- April 1 Kobe Lespedeza
Bahiagrass
Redtop
Winter rye (grain)
April 1- July 31 Common Bermuda
August 1- October 25 Lespedeza (unscarified)
German millet
Rate. Lbs/Acre
10
50
1
15
50
30
40
October 25- February 15 Rye (grain- temporary) 120
Soil Amendments
Lime- 2000 Ibslacre or follow recommendations from a soil test.
Fertilizer- 1000 Ibslacre 8-8-8 or 10-10-10, or follow recommendations from a
soil test.
Mulch- All seeded areas shall be mulched using small grain straw at a rate
of 2000 Ibslacre and anchored appropriately.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.

E. DETERMINATION OF AFFECTED ACREAGE AND BOND
' The follotiving bond calculation ivorksheet is to be used to establish an appropriate bond (based upon a
range of $500 to $5, 000 per affected acre) for each perrnilled mine site based upon the acreage approved
by the Department to be a fecled during the life of the ruining permit. Please insert the aphr•oxirnale
acreage, for each aspect of the ruining operation, that you intend to a ea during the life of this ruining
permit (in addition, please insert the apyopr•iate reclamation cost/acre for each categoryfroln the
Schedule of Reclamation Costs provided with this applicalion form) OR you can defer- to the Department to
calculate vour bond for you based upon vorn- mays and standard reclamation costs:
A security bond has been posted by Martin Marietta Materials, Inc. pursuant to N.C.G.S. 74-54 in the
form of a $500,000 blanket bond.
IF. NOTIFICATION OF ADJOINING LANDOWNERS
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Since this permit renewal does not involve expanding the existing permit boundary, adjoining landowner
notification is not regUired.
-14-

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our
lands or operation during regular business hours for the purpose of making necessary field inspections or
investigations as may be reasonably required in the administration of the Mining Act of 1971 pursuant to G.S.
74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on
the land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order
to cant' out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered
pursuant to G.S. 74-59.
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LANDOWNER:
Signature:
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Print Name: Mr. Elva Morton
(Title, if applicable)
Company
(If applicable)
Address: P.O. Box I I l
Pollocksville NC 28573
Telephone: [phone]/- — ( 18G
APPLICANT:
/ Slgnature:A` "�'�.6(ry 7rit �, �(,ZAq'
Print Namc: Mr. Paxton Badhaln
Title: VP — Land/Environmental
Company: Martin Marietta Materials Inc.
MineName: P011ocksville Quarry
Telephone: [phone]
Date Signed: _ Date Signed: / -� Of 2 -
*Signature must be the same as the individual who signed Page I of this application.
One original and five (5) copies of the completed application, six (6) copies of all location maps, mine
maps and reclamation maps, and the appropriate processin fee (see next page for fee schedule) in the
form a cheep or money order payable to the North Carolina Department of Environment and Natural
Resources must be sent to the Land Quality Section Central Office at the address listed on the front cover
of this application form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at
[phone].
1 -21 -

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stand Geodetic Survey JACf Polloeksville Quarry 5501NW
SCALE ]:240(
�e Geological Survey Jones County, NC 0
E' Pollocksville USGS Quadrangle --
npiled from aerial 1000 2000 3000
Scale. 1" = 2000"

1,-�:-" I&L.
Face of
Original Cut
Original
Face of -
Hard Rock
Minimum Groundwater Level
Restoration
Backfill
A 3:1 slope shz
to a depth o
minimum
PIT CROS
not t(
-F-17T
0 150 300 600 900 120(
LEGEND:
PERMIT BOUNDARY
ADJACENT PROPERTY
WATER
PROPOSED BERM
TREELINE
CONTOURINDEX
CONTOUR INTERMEDIATE
PAVED ROAD
ACCESS ROAD
I:T-i -T 7 T —7-7
IIP
to

4 S. 46 0. 06 0. 06 t~ 0. 11. 46
8" Grassed 12' - 0" 12'- 0"
Shoulder Grade
��J1/2" r ft. 1/4" per ft. Paint 114" per ft-
Existing 1�
Grade
77
8" ABC (crushed stone paving)
Subgrade Compacted to 95% AASHTO Density
See Ditch Schedule for Depth and Width of Ditch
CRUSHED TONE PAVING - ENTRANCE ROAD
not to scale
8" Grassed Varies
Shoulder Ditch
2:1 Max.
Fit] Slope
Top of Bern
Carry Rip -Rap up
sides of spillway
Top of Weir
-
FI
#5 Washed
oW
Stone
Sr-OHn Sediment Storage Depth
(Total Basin Capacity)
Clean out basin t 6" max .____...
when this level is reached Sediment Depth
LZ
Excavate 1.5 feet of the sediment trap below grade, and provide minimum storage depth of 2 feet
above grade. Provide porous baffles with a minimum of three rows between the inlet and outlet discharge
1 p
point. Temporary sediment traps less than 20 feet in length may use 2 baffles.
MIN.
TEMPORARY SEDIMENT BASIN
DETAIL
Freeboard
min.
a max.
\ fl
#1 RIP -RAP 1
Sediment
Baffles Basin
DESIGN SETTLED TOP
O
C
zI"MIx.
EMERGENCY BY-PASS
DYERFFt.L 6' FOR 6"BELOW SETTLED TOP
SETTLEMENT OF DAM \ I
2" Grassed
2" Grassed
Shoulder
ShoulderAIDE
SLOPE MAX
1 ryr - /Zn
1 G L
1 2 - W
1 4 V
FILTFTt FAMUC
Grade Point
Di
S' �
F�
I
e
I:ISWBSLOPBMAx.
- , �
Existing
Grade
]14" ft
1/4" ft.,�
�tcJh
{t
NATVItAL GROUND
3'MIN. t
STONE SECTION PERSPECTIVE VIEW
6" ABC (crushed stone paving)
Subgrade Compacted to 95% AASHTO Density
TYPICAL SEDIMENT TRAP CROSS SECTION
See Ditch Schedule for Depth and Width of Ditch
°
not t0 scale
CRUSHED TONE PAVING - ENTRANCE ROAD
not to scale
Haul CL Road
3' 50, - 0" Varies
Ditch Grade Ditch
1/4" per ft Point 1/4" per ft.
IlEiN-M lip,
2:1 Max. 8" ABC (crushed stone paving) 2:1 Max.
Cut Slope { Fill Slope
Subgrade Compacted to 95% AASHTO Density
See Ditch Schedule for Depth and Width of Ditch
HAUL ROAD (CRUSHED)
not to scale
g" Grassed IT - 0" 12' - 0" 111
Shoulder Grade
1/4" per ft. Point 1/4" per ft.
lxisting
Grade
1-1/2" Bituminous Concrete Surface Course, Type "E" or "F"
3" Bituminous Concrete Binder Course, Type "B"
Tack Coat Placed at Rate of .05 gal./sq. yd.
8" ABC (Crushed Stone Paving)
Subgrade Compacted to 95% AASHTO Density
See Ditch Schedule for Depth and Width of Ditch
ASPHALT PAVING - ENTRANCE ROAD
not to scale
Shoulder
Varies
Ditch
CL
2:1 Max.
FillSlope
CARRY RIP -RAP OVER TOP OF PIPE
C.M.P. MITRED TO CONFORM TO SLOPE
N.C.D-O-T. CLASS #1 RIP -RAP, DUMPED IN PLACE TO
FORM CHANNEL, WITH 6" #57 CLEAN STONE LINING.
(SEE SCHEDULE BELOW)
VARIES
SEESCHEDULE
SEE SCHEDULE
FOR WIDTH
25-Yr.
Length x Dia.
Headwater
Min-
Max.
Max.
Outlet
Culvert
Peak Q
CMP
Depth
Slope
Slope
Velocity
Protection
1
43.0 cfs
50' x 36" RCP
3.0 ft.
0.5 %
0.5 %
7.7 fps
12"-18" #1 Rip Rap
9'W x 181
2
7.1 cfs
50' x 18"
1.4 &
0.6 %
1.0 %
6.1 fps
12%181, #1 Rip Rap
Helical CMP
S'W x 8'L
3
8.9 cfs
80' x 18"
1.8 ft-
1.0 %
1.5 %
7.4 fps
12"-18" #1 Rip Rap
Helical CMP
5 W x 8L
4
19.0 cfs
70' x 24"
2.5 ft.
1.3 %
1.3 %
7.5 fps
12"-18" #1 Rip Rap
Helical CMP
6'W x IS'L
S
22.2 cfs
40' x 24"
1.6 ft,
0.5 %
1.0 %
6.4 fps
12"-18" #1 Rip Rap
Helical CMP
6'W x 15'L
NOTE:
Place 6" #57 stone liner beneath riprap apron. (See outlet protetion detail)
OUTLET PROTECTION AND CULVERT SCHEDULE
not to scale
SEDIMENT TRAP SCHEDULE
Trap
#
Disturbed
Area - Ac.
Sediment
Vol.lYr.-Cu.Ft.
Dimensions
L x W x D
Filter Berm
Top x Bottom Width
1
1.12Ac.
1016CuFt.
1Tx20'x V
15'x9'
2
1.38 Ac.
1252 Cu.Ft.
21' x 20' x 4'
15' x 9'
3
1,08 Ac.
980 Cu.Ft.
16' x 20' x 4'
0, x 9'
4
0.79 Ac.
717 Cu.FL
I G x 15' x 4'
IT x G
5
1.27 Ac.
1153 Cu.Ft.
19' x 20'. 4'
15' x 9'
6
0.33 Ac.
299 Cu.Ft.
9' x I T x 4'
9' x 3'
7
1.15 Ac.
1044 Cu.Ft.
17' x 20' x 4'
15' x 9'
8
1.05 Ac.
953 Cu,Ft.
16' x 20' x 4'
15' x 9'
9
0.93Aa
a"Cu.Ft.
19'x15'x4'
ITx6'
10
1.00 Ac.
908 Cu.Ft.
20' x 15' x 4'
12' x 6'
11
1.00 Ac.
908 Cu"Ft.
20' x 15' x 4'
IT x 6'
12
1.16 Ac.
1053 CmFt.
18' x 20' x 4'
15' x 9'
13
0.80 Ac.
726 Cu.Ft.
16' x 15' x 4'
I T x 6'
14
1.39 Ac.
1261 Cu.Ft.
21' x 20 x 4`
15' x 9'
15
0.81 Ac.
1 735 Cu.Ft.
16' x 15' x 4'
IT x 6'
Mote: Traps are sized for 2 clean -outs per year
SEDIMENT TRAP SCHEDULE
Trap
#
Disturbed
Area - Ac.
Sediment
Vol./Yr.-Cu.Ft
Dimensions
L x W x D
Filter Berm
Top x Bottom Width
16
1.04 Ac.
944 CILFt.
16' x 20' x 4'
15' x 9'
17
1.50 Ac.
1361 C.Xt.
23' x 20' x 4'
15' x 9'
18
1.50 Ac.
1361 Cu.Ft,
23' x 20 x 4'
15' x 9'
19
1.50 Ac.
1361 CmFI.
23' x 20' x 4'
15' x 9'
20
1,65 Ac.
1497 Cu.FL
25' x 20' x 4'
15' x 9'
21
0.40 Ac.
363 Cu.Ft.
10 x IT x 4'
9' x 3'
22
0.21 Ac.
191 CuTt.
9' x 12' x 4'
9' x 3'
23
1.00 Ac.
908 Cu.Ft.
20' x 15' x 4'
12' x 6
24
1.50 Ac,
1361 Cu.Ft.
23' x 20' x 4'
15' x V
25
L50 lie.
1361 CaF[.
23' x 20' x 4'
15' x 9'
26
L50 At.
1361 CILFt.
23' x 20' x 4'
15' x 9'
27
4.50 Ac.
4084 Cu.Ft.
34' x 40' x 4'
15' x 9'
28
220 Ac.
1997 Cu.Ft.
33' x 20' x 4'
15' x 9'
29
2.35 Ac.
I 2133 CtLFt.
36' x 20' x 4'
15' x 9'
30
1.55 Ac.
1 1407 CmFt.
23' x 21Y x 411
15' x 9'
Note: Traps are sized for 2 clean -outs per year
TEMPORARY SEDIMENT TRAP WITH SCHEDULE
not to scale
1-' 2'
Tap of Side Sloe of Channel M
#57 Washed Stone -� _
VTF
3.5' Min.
(24" when placed
in diversion)
# I Rip -Rap J
Varies - See Plan
in. Freeboard
1 !-1 I III -III 1#57 Washed Stone
FLOW THROUGH
CHANNEL OR DIVERSION
ROCK CHECK DAM
not to scale
� I -00'
2
NOTES:
1- Slopes will be tracked during construction to aid
in the establishment of vegetative cover.
2. All exposed areas will be seeded & stabilized
immediately following construction.
10' Min.
Min. I
(24" when placed Ij
in diversion)
Pitch crown to drain
runoff to the
interior of the property
1�
2
TYPICAL BERM CROSS SECTION
not to scale
1p 4�'
Top of Side Lope of Channel Mll n.l Mi]
#57 Washed Stone
Filter Fabric
Undisturbed
Subgrade
#1 Rip -Rap
Dam Width (Wd)
Filter Width (Wf)
Compact
Fill
Flow Through Filter
Height
of Dam
Compact
Fill
-_- Filter Fabric
I'
FILTER BASIN
not to scale
Grass Lining
Compacted Subgrade (see seeding schedule)
I/2 Width 1/2 Width
see schedule) r (see Schedule)
Y._..__I I Height
I I I I I 1
-1 I I -_I (see Schedule) -11,
1
_ II1-
3 I1
'
Side Slope (typ.) I=1 I - 11= Prepared Seedbed,
=1 1 1- 4" Min. Depth
Install excelsior matting, as specified in Slope Stabilization
below, when specified in Ditch Schedule
GRASS LINED TRIANGULAR SECTION "V' DITCH
not to scale
Grass Lining
Compacted Subgrade (see seeding schedule)
Top Width (see schedule)
--I I 1=�
Bottom Width
3
i Side Slope (typ.)
Construction Height I I-1 1-I 1-1 ti 11-
Prepared Seedbed,
(see schedule) 4" Min. Depth
GRASS LINED TRAPEZOIDAL SECTION "V" DITCH
not to scale
SLOPE STABILIZATION:
Prepare, fertilize and seed ditch side slopes according to seeding schedule. If exceisior
matting is specified, install (Curlex by American Exceisior Co. or equivalent), according
to manufacturer's recommendations, Install rolls centered lengthwise in ditch. Use 4
staples across at the start of each roil, and continue to staple througout the length of the
roll at 4 ft_ intervals. Also install staples in a row in the center of each roll, alternately
spaced between each side. Use a common row of staples on adjoining rolls.
GRASS LINED DITCHES
not to scale
NOTES:
1. Slopes will be tracked during construction to aid
in the establishment of vegetative cover.
2. All exposed areas will be seeded & stabilized
immediately following construction.
3. The first bench is to be graded and seeded prior
to constructing the second bench, and so on.
Filter
Disturbed
Sediment
Basin
Area
Storage
# 31
11.40 Ac.
(full year)
20691 cu.ft.
# 32
11.50 Ac.
(full year)
20691 cu.ft"
Filter
Basin
Dam
Dimensions
Elevations
Filter
Width
Toe
of Dam
Basin
Bottom
Height
Width
#31
7.0ft
150.0ft
18.0ft
20.0ft
30.0ft
#32
7.5ft
75.0ft
5.5ft
7.0ft
30.0ft
Ditch
C-L
Construction Dim. for Triangular
"V" Ditch
#
Slope
Ht. x LOR W
Side SI
Linin
Grass M.
EA
22%
a' x 12'
3 to I
Exceisior Lining
2
1.3%
1.5' x 9'
3 to 1
Grass
3
1.2%
L5' x 9'
3 to I
Grass
Grass with
4
1.6%
Tx IT
3 to 1
Exceisior Lining
5
2.0%
Tx IT
3 to 1
Grass
6
2.01/6
1.5' x 9'
3 to 1
Grass
Grass with
7
1.6%
2' x 12'
3 I
Exceisior Lining
CTTM with
11
1.71/6
1.5' x 9'
3 to 1
Exceisior Lining
Grass witb
12
1.0°/u
2.5' x 15'
3 to I
Exceisior Lining
Grass with
13A
6.41/.
1.25' x 7.5' 1
3 to t
Exceisior Lining
Grass with
13B
t .8%.
2' x 12'
3 to t
Exceisior Lining
Grass with
14
l.fl"/o
2' x 12'
3 to l
Exceisior Lining
Grass with
I SA
1.3%
2' x E 2'
3 to 1
Exceisior L'
Spillway
3.0%
3' x I8'
3 to I
Grass
ka;1
Ditch
C-L
Constnuction Dim. for Triangular "V" Ditch
#
Slope
HL x Top W
Bottom 3y
Side S1222
Lining
IB
0.3%
1.25' x 37.5'
30.0 fc
3 to I
Grass
i C
0.5%
1.5' x 33'
24.0 ft.
3 to 1
Grass
ID
0.3%
Tx 36
24.0 ft.
3 to 1
Gran
8
0.8%
Tx 20'
9.0 ft.
3 to i
Grass
Grass with
9
0.8%
2' x 18
4.0 ft.
3 to 1
Exceisior Lining
Grass with
10
1.0%
2' x 22'
10.0 d.
3 to I
Exceisior Lini
15B
0.9%
1.5' x 49'
40.0 ft.
3 to I
Grass with
Exceisior Lining
L
+_30
2
/
so
15 ft- R.
6" MINIMUM STONE BED
STONE SIZE: NCDOT #5
OR #57 WASHED STONE
NOTE:
I . NCDOT #5 stone is preferred. Pad to be 50 ft. L x 20 ft. W x 6 in. thick (min.).
2. Turning radius sufficient to accommodate large trucks.
3. Must be maintained in a condition which will prevent tracking or direct flow of mud
onto streets. Periodic topdressing may be necessary
4. This construction entrance will be installed at all entrance and exit points to the site.
At this time the only entrance and exit shown on the site plan will be paved as part
of the initial project.
CONSTRUCTION ENCTRANCE
not to scale
Pitch crown to drain
runoff to the
�I O' Min. interior of the property
f31T 1
2 2
TYPICAL CROSS SECTION
not to scale
L> asses on
4tae1 Fihw
fa Eiaclrfiktmnch H, n"
part and cm ct qr-,d
': • �''''j nIM
SILTFENCE DETAIL
1�
2 �101- (
t�\
2
PLACE MATERIAL FROM EXCAVATION ON
DOWNHILL SIDE OF FLOW- USE ADDITIONAL T MIN
FILL TO ACHIEVE SPECIFIED HEIGHT AND WIDTH.
FLOW. - -
_ 3 SEED AND MULCH DIVERSION CHANNEL AND DIKE
I I I III IMMEDIATELY AFTER CONSTRUCTION. CHOOSE
APPROPRIATE SEEDING MIXTURE FROM THE
VARIES SEEDING SCHEDULE.
3' MIN
TEMPORARY DIVERSION DITCH
not to scale
Pipe From
Pit Sump
Top Elevation = 33.0'
Excavation 8-12 ft.
Exit Pipe to Filter
Excavated -1 1 I-1 1- Basin #31 or #32:
-! I -I I -I I -I! I-91 I -III -I 1 I- I I- 11 I II I -I 6 I II I=III- Max. Flow: 2 cfs
'-III-I I I=I I F- 11-1 I II111111--1 I I 1 I I -I i 1; I f 1=1 I-
11 1-1 1 1-1 I I ! I
Average Top Dimensions
150'L x 110' W
(see plan for location)
PIT CLARIFICATION POND
not to scale
Reveaetation Plan
After site preparation, all disturbed land areas shall be revegetated as per the following
Permanent Seeding Specifications
Dates Species Rate, Lbs/Acre
February 15-April 1 Kobe Lespedeza 10
Bahiagrass 50
Redtop 1
Winter- rye (grain) 15
April 1- July 31 Common Bermuda 50
August 1-October 2a Lespedeza (unscaritted) 30
German millet 40
October 25- February 15 Rye (grain- temporary) 120
Soil Amendments
Lime- 2000 Ibs/acre or follow recommendations from a soil test.
Fertilizer- 1000 Ibslacre 8-8-8 or 10-10-10, or follow recommendations from
soil test.
Mulch- All seeded areas shall be mulched using small grain straw at a rat
of 2000 Ibslacre and anchored appropriately_
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
SEEDBED PREPARATION NOTES:
1) Install necessary erosion and sediment control measures before seeding, and complete
grading according to the approved plan.
2) Lime and fertilizer needs should be determined by soil tests. When soil tests are not
available, follow the revegetation plan soil amendment requirements.
3)Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by
disking or other suitable means. Operate machinery on the contour. When using a
bydroseeder, apply time and fertilizer to a rough, loose surface.
4) Roughening of the soil with tracked machinery is accomplished by operating the
machinery up and down the slope to leave horizontal depressions in the soil. Do not
back -blade during the final grading operation.
5) Complete seedbed preparation by breaking up large clods and raking into a smooth,
uniform surface. Fill in or level depressions that can collect water. Broadcast seed
into a freshly loosened seedbed that has not been sealed by rainfall.

.1
-A
VICINITY MAP
I" = 30001
Robert Mattocks
R
M.
Robert Mattocks
Louis F
TTiles E.
Comon
pt
Robert yJr.
F
pm
WAla'
3,
y.
5,
j;
Vi
M0 -VVg,
04 .1 - , 4
A e K, NAMAO
gp
%
M
M
-1
"VIA
z 4
YZ
4
0,
gq
5'.
a
M-5 8.0
qppj-
AFFECTED ACREA
- NN,
Tailings Ponds/Sediment Ponds
I Stockpiles
Tr!cessm! Area/Haul Koad
Mine Excavation
0
Ramona
Creagh Catherine Bender
Jessie Ray Eubanks
SCALE: 1" = 300'
0 150 300 600 900 1200
.-4
1 -17 ICT'
- M --- :-, --e. . - -, S,- , �
to,: