NCG020772_COMPLETE FILE - HISTORICAL_20110628

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STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
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DOC TYPE
PrHISTORICALFILE
❑ MONITORING REPORTS
DOC DATE
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WYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins
Governor Director
June 28, 2011
Mr. Nuwan Wijesuriya
Environmental Engineer
2700 Wycliff Road, Suite 104
Raleigh, NC 27607
Dee Freeman
Secretary
Subject: NPDES General Permit NCG020000
Certificate of Coverage NCG020772
Martin Marietta Materials, Inc.
Formerly 13A Branch Properties, LLC
Chatham County
Dear Mr. Wijesuriya:
On June 20, 201 1 Division personnel received your request to revise your storntwater permit
Certificate of Coverage to accurately reflect your new company and facility name.
Please find enclosed the revised Certificate of Coverage. The terms and conditions contained in the
General Permit remain unchanged and in full effect. This revised Certificate of Coverage is issued under
the requirements of North Caroiina General Statutes 143-21 S. i and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency.
If you have any questions, please contact the Stormwater Permitting Unit at 919-807-6300.
Sincerely,
ORIGINAL SIGNED B�
KEN PICKLE
for Colleen H. Sullins
cc: DWQ Central Files
Fayetteville Regional Office
Stormwater Permitting Unit
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
InterneL www.ncwaterquality.org
NoirthCarolina
Natumllm
An Equal Opportunity 1 Affirmahe Action Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020772
STORM WATER 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 from a facility located at
Martin Marietta Materials, Inc.
US Hwy 421
Goldston
Chatham County
to receiving waters designated as a UT to Cedar creek, a class C stream, in the Cape Fear River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts
I, I1, 111, IV, V and VI of'General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective June 28, 201 1.
'Phis Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day June 28, 2011. ORIGINAL SIGNM M
KEN PICKLE
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 28, 2011
Mr. Nuwan Wijesuriya
Environmental Engineer
2700 Wycliff Road, Suite 104
Raleigh, NC 27607
Subject: NPDES General Permit NCG020000
Certificate of Coverage NCG020772
Martin Marietta Materials, Inc.
Formerly 13A Branch Properties, LL.0
Chatham County
Dear Mr. Wijesuriya:
On June 20, 201 l Division personnel received your request to revise your stormwater permit
Certificate of Coverage to accurately reflect your new company and facility name.
Please find enclosed the revised Certificate of Coverage. The terms and conditions contained in the
General Permit remain unchanged and in full effect. This revised Certificate of Coverage is issued under
the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency.
If you have any questions, please contact the Stortmvater Permitting Unit at 919-807-6300.
Sincerely,
ORIGINAL SIGNED M
KEN PICKLE
for Coleen H. Sullins
cc: DWQ Central Files
Fayetteville Regional Office ,
Stormwater Permitting Unit
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service; 1-877-623.6748 NorthCarolina
Internet: www.ncwatefquality.org ;Vatura /ly
An Equal Opportunity 1 Affirmative Action Employerr L 1

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020772
STORM WATER 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 from a facility located at
Martin Marietta Materials, Inc.
US Hwy 421
Goldston
Chatham County
to receiving waters designated as a UT to Cedar creek, a class C stream, in the Cape Fear River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts
I, II, 111, 1V, V and VT of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective June 28, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day June 28, 2011.
ORIGINAL SIGNED M
KEN PICKLE
fnr Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

jar"
NCDENR
North Carolina Department cf Environment and N
Division of Land Resources
Land Quality Section
.lames D. Simons, RG, PE
Director and State Geologist
May 27, 2010
Mr. Bobby A. Branch
B A Branch Properties LLC
402 Forestwood .Road
Sanford. North Carolina 27330
Re: Goldston Quarry
Chatham County
Cape Fear River Basin
Dear Mr. Branch:
The application for a mining permit fcr the above referenced mime site has been found
to meet the requirements of G.S. 74-51 of T-,e Mining Act of -1971. As .ve have received the
required security to cover this application. I am enclosing the mining permit.
The conditions of Mining Permit No. 19-20 were based primarily upon information
supplied in the application with conditions added as necessary to insure compliance with The
Mining Act of 19; 1. This permit expires on May 27, 2020. G.S. 74-65 states that the issuance
of a mining permit does not supersede or otherwise affect or prevent the enforcement of any
zoning regulation or ordinance duly adopted '~y an incorporated city or county or by any
agency or depar'ment of the State of North Carolina. Please note Operating Condition No.
4D.
As a reminder, your permitted acreace at this site is 178.8 acres and the amount of
land you are approved to disturb is 62.82 acres.
Please review the permit and contact ,Ms. Judy Wehner, Assistant State Mining
Specialist, at [phone] of any objectiel or questions concerning the terms of the permit.
Sincerely,
Francis M, Nevils, Jr.. PE
Section Chief
FMNIjw
Enclosures: Permit No. 19-20
Notice of Issuance
CC! Mr. John Holley, PE
Ms. Shannon Deaton -WRC, wlpermit
Mr. William Gerringer-DOL, Mine and Quarry Bureau, %vlo enclosures
US Fish and Wildlife Service, wl permit
1612 ,NAad S,r;tce Center, Raleigh, North Carolina _- °-1 o 1 Z Telephone =19-733 ; .�'X: 919-733•2876
612 North 5alisaur street, Raleigh, �iNorth Carolina, 27cC"- ernet:http71/ww:-r dir e rsta:a n,c.-; - �_esilandqua iirisection.ntrrid
- . _coal Opportunity 1.A.fflrmative nc;�C," _ :ver - 50% Recycles] ! ' -' i Pcsl =_ ' gaper

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 66. "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
B A Branch Properties LLC
Gcldston Quarry
Chatham County - Permit No. 19-20
for he operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: May 27. 2020

Pace
In accordance with the application for this mining permit. which is hereby approves by the
Department of Environment and Natural Resources hereinafter referred to as the Department.
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is not transferabie by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the. permitted mining operation. by virtue
of a sale, lease, assignment ur otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have compliedwith the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security,
In the event that the Department determines that the permittee or permittee's successor is not
complyingwith the Reclamation Plan or other terms and conditions of this permit. or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the ccntext clearly indicates cther4vise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Exoiration Date
This permit shall be effective from the date of its issuance until May 27, 2020
Conditions
This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq.. and
to the following conditions and limitations:

Pace 3
OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
A. Any wastewater processing or mine dewatering shall be in accord -Ice with the
permitting requirements and rules promulgated by the N.C. Envircrmental
Management Commission.
B, Any storm water runoff from the affected areas at the site shall be n accordance
with any applicable permit requirements and regulations promulga!ed by the
Environmental Protection Agency and enforced by the N.C. Envircrmental
Management Commission. It shall be the permittee's responsibiht..:o contact
the Division Jf Water Quality to secure any necessary storm water permits or
other approval documents.
2. Air Quality and Dust Control
A. Any mining related process producing air contaminant emissions r.�!uding
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Envirormental Management Commission and enforced by the Division of
Air Quality.
B. During processing operation, water trucks or other means that'may ce necessary
shall be utilized to prevent dust from leaving the permitted area.
3. Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S. or wetlands
shall be in acccrdance with the requirements and regulations prop -:_ gated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained between any affected land anc any
adjoining waterlvay or wetland to prevent sedimentation of that water=vay or
wetland from erosion of the affected land and to preserve the integr r�/ of the
natural watercourse or wetland.
C. All buffer zones shown on the Erosion Control Plan, Sheet 2 of 5, !ast revised
January 7, 2010 shall be maintained to protect adjoining property. T :nese buffer
zones, with the exception of the installation of required sediment cc7-rol
measures and approved earthen berms, shall remain undisturbed.
4 Erosion and Sediment Control
A. The operator shall notify the Raleigh Regional Office, Land Quality section, at
least 48 hours orior to beginning any of the initial land disturbing ac:: cities
indicated in the approved application for a mining permit and ary rrmc_"lficaticns
to this permit Thereafter.

Prue 4
B. Adequate mechanical barriers including, but not limited to . iversiens, earthen
dikes, check dams, sediment retarding structures, rip rap 'its, or ditches shall be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake, wetland
or naturai watercourse in proximity to the affected land-
C. All raining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated on the Erosion
Control Plan, Sheet 2 of 5, last revised January 7, 2010 and supplemental
information received by the Land Quality Section on June 1. 2009. August 18.
2009, October 1, 2009 and December 10, 2009.
D. No land disturbing activities, except for the installation of the approved erosion
and sediment control measures. shall take place within 200 feet of the potem, al
wetland area until any necessary permits and/or approvals from the Division .f
Water Quality have been obtained.- No excavation of the i+.lining Area shall take
place until said permits and/or approvals have been obtained.
E. An erosion and sediment control plan(s) shall be submitted -o the Departmer: for
approval prior to any land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the approved application for a
mining permit and any approved revisions to it. Such areas include, but are not
limited to, expansion outside of the approved pit area, creek crossings, or
expansion of overburden or waste disposal areas.
5. Groundwater Protection
Groundwater monitoring wells shall be installed and monitored as seemed appropriate
by the Department.
6. Graded Slopes and Fills
A. The angle for graded slopes and fills shall be no greater than the angle which
can be retained by vegetative cover or other adequate erosion control measure,
structure, or device. In any event, exposed slopes or any excavated channels.
the erosion of which may cause off -site damage because of siltation, shall be
planted or otherwise provided with groundcover, devices or structures sufficient
to restrain such erosion.
B. Overburden cut slopes along the perimeter of the quarry opening shall be graded
to a minimum 2 horizontal to 1 vertical or flatter and shalt be stabilized within .0
days of completion. Furthermore, a minimum ten (10) foot :vide horizontal safety
bench shall be provided at the top of the rock and at the toe of any overburden
slope.

7
P-iae
Surface Drainage
R
The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity. air
overpressure, and vibration frequency levels shall be kept for each blast (except as
provided under Operating Condition Nos. 8B and 8D of this permit). The following
blasting conditions shall be observed by the mine operator to prevent hazard to persons
and adjacent property from surface blasting:
A. Ground Vibration With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground motion shall not exceed Figure 1 (below) at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church, school, or public, commercial or institutional building.
1 D. I

Page
L-1
C
I
Ground Vibration Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
W = (D/DS)2 DS = D
W,,,2
V = 160(D;)-1' -
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
DS = Scaled distance factor.
V = Peak Particle Velocity (inches per seccnd).
The peak particle velocity of any component shall not exceed ' 0 inch per
second, for the purposes of this Section.
Air blast With Monitori
Air blast overpressure resulting frcm surface blasting shall nct axceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the Operator outside of the permitted
area such as a dwelling house. church, school. or public, commercial or
institutional building, unless an alternate level based on the ser:sitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz in dBL
6.1 Hz or lower -flat response 134 peak
2.0 Hz or lower -flat response 133 peak
6.0 Hz or lower -flat response 129 peak
Air blast `/\lithout Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the `ollowing
formulas:
U = 82 (Di`PJ: '13)-'

Pace -
To convert U (psi) to P (dBL):
P = 20 x log (U/2.9x10-9)
Confined Air blast/Overpressure (dBL)
for quarry situation:
A=P-35
U = Unconfined air overpressure (pounds per square inch).
VV = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned cr
€eased by the mine operator (feet).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typicai quarry situations (decibels).
The air blastloverpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping:
The operator shall maintain records on each individual blast describing: the tctai
number of holes; pattern of 'holes and delay of intervals; depth and size of holes:
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to
closest offsite regularly occupied structure; and weather conditions at the time of
the blast. Records shall be maintained at the oermittee's mine office and copies
shall be provided to the Department upon recuest.
r-. Excessive Ground Vibration/Air blast Reportir c:
If ground vibration or Air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or high air blast reading :f the circumstances justify verbal
approval. Failure to report will constitute a permit violation.

pace 8
G. Flyrock :rEventlon:
The operator shall take all reasonable precautions to ensure !hat flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of the Mining Permit.
H. Flyrock Reporting,
Should :1yrock occur beyond the permitted and guarded areas. the operator shall
immediately report the incident to :he Department. Further use of explosives on
the mine site shall be suspended ,ntil the following actions have been taken:
A :horough investigation as :o the cause(s) of the incident shall be
conducted.
2. A -eport detailing the investigation shall be provided to the Department
:vithin 10 days of the incidert. The report shall, at a minimum, document
cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The repert shall meet with
the approval of the Department before blasting may resume at the mine
Studies:
The operator shall provide to the Cepartment a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level ailc,,ied by these blasting cor_-itions. The operator shali make every
reasonable effort to incorporate th;. studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to -.he Land Quality Section Regional Office prior to any blast during a
period fcr ,.vhich notice is requested.
9. High Nall Barrier
A physical barrier consisting of large boulders placed end -to -end or fencing shall be
maintained at all times along the perimeter of any highwall prevent inadvertent public
access. In addition, a minimum 10 foot wide horizontal safety bench shall be provided
at the junction between the top of rock and the toe of any overburden cut slope.

Pace
10. Visual Sc-eenin
A. Existing vegetation shall be maintained between the mine and public
thoroughfares to screen the operation from the public. Acditional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.
B. In addition to grasses, long feaf and/or Virginia pines or ether acceptable
evergreen species shall be planted as deemed appropriate by the Department to
improve visual and noise buffering.
11. Plan Modl-(Cation
The operator shall notify the Department in writing of the desire 10 delete, modify or
otherwise vhange any part of the mining, reclamation, or erosicr;'sediment control plan
contained In the approved application for a mining permit and any approved revisions to
it. Approval to implement such changes must be obtained from, :he Department prior to
on -site imiementation of the revisions.
12. Refuse Disccsal
A. No cn-site disposal of refuse or other solid waste that is generated outside of the
miring permit area shall be allowed within the boundaries cf the mining permit
area unless authorization to conduct said disposal has rirst been obtained from
both the Division of Waste Management and the Land Q! aRy Section,
Department of Environment and Natural Resources. The ,method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Minir:: Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste rrcducts must be
disposed of in a disposal facility approved by the Division --f Waste
Management. No petroleum products, acids, solvents or t-ieir storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit. the Division of Land Resources considers the
folla;ving materials to be "mining refuse" (in addition to these specifically listed
under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5, steel reinforced air hoses
6. drill steel

P ge 10
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by t'r.e
Division of Land Resources prior to commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area:
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5, verification that a permanent vegetative groundcover will be established
13. Annual Reclamation Report
An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and approved.
14. Bonding
The security, which was posted pursuant to N.C.G.S 74-54 in the form of a S94.400.00
Assignment of Savings Account, is sufficient to cover the operation as indicated in :he
approved application. This security must remain in force for this permit to 'ce valid. The
total affected land shall not exceed the bonded acreage.
15. Archaeological Resources
Authorized representatives of the Division of Archives and History shall be granted
access to the site to determine the presence of significant archaeological resources.

Page .I 1
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1. The final slopes in all excavations in soil. sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or are likely to become noxious, odious or fou#.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
o. Permittee shall conduct reclamation activities oursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMAT16N CONDITIONS:
1. Provided further, and subject to the Reclamation Schedule, the planned reclamation
shall be to allow the quarry excavation to fill with water, provide a permanent barricade
(fence) along the top of any high wall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:

race 12
A. All areas of unconsolidated material such as overburden or .vaste piles shail be
graded to a 2 horizontal to I vertical or flatter slope and terraced as necessary to
insure slope stability.
B. Any settling ponds and sediment control basins shall be backfilled, graded. and
stabilized or cleaned out and made into acceptable lake areas.
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise ,prepared befcre
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Conditions Nos.
through D.
F. The affected land shall be graded to prevent the collection cf noxious or fc.:l
water.
3. Reve etation Plan:
Disturbed areas shall be permanently revegetated according to the Revegetation :-,'an
prepared by James Izzell dated May 20, 2009.
Whenever possible, disturbed areas should be vegetated with native warm seasc,-7
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 -protect wildlife habitat at the site
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. !n
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, includ7g
revegetation, shall be completed within two years of completion or termination of
mining.

Rage i 3
Permit issued this 27`h day of May, 2010.
By
ames D. Simons, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

NOTICE OF ISSUANCE OF
MINING PERMIT
You gave previously expressed an interest and/or are listed as an adjoining landowner
in the application for a mining permit filed by B A Branch Properties LLC to conduct mining
activities off US Highway 421 in Chatham County. The mining permit (no. 19-20) was issued
on May 2i 2010.
North Carolina law allows persons aggrieved by the issuance of a mining permit to
contest the decision by filing a petition for a contested case in he Office of Administrative
Hearings pursuant to N.C.G.S. 150E-23 of the Administrative Procedure Act (APA).
If ycu believe that you are an aggrieved party within the meaning of the APA, a petition
for a contested case must be filed in the Office of Administrative Hearings within sixty (60)
days of -he mailing of this notice to you.
If ycu file a contested case petition, it must be in writing and in the form prescribed by
N.C. General Statutes 150E-23. File the original petition and ore copy with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh. NC 27599-6714.
Any questions about filing a petition may be directed to the Clerk of the Office of
Administrative Hearings by telephoning [phone].
You must serve the Department of Environment and Natural Resources by mailing a
copy of he petition to Ms. Mary Penny Thompson, Registered r.gent and General Counsel.
Departmer- of Environment and Natural Resources, 1601 Mail Service Center, Raleigh. NC
27699-16C 1.
.P ames D. Simons
Director
Division of Land Resources
North Carolina Department of
Environment and Natural
Resources
This ;notice was mailed on
Brenda Harris
Mining Program Secretary

BOBBY A BRANCH y x P �. ' 66-456/531 5292
i
ELiZABETH M. BRANCH -
INCDL 5085500 52'29718
402FORESTWOOD.PARK ROAD'^: 19 91525 i rta,ANFORD, NC 27330 J ' .G �"w.�,�
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1 \ MINING 11 .p♦ - iLL 7) I 0594 R Irk
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A 0+0 + SECTION THRQUGH\MI E ` - ' �" "'■ 1 / I THOMAS WOMBEL
tWs rd N 1(SHEET 5 OF 5) _��,` / Ix LACY MARY
,\ ./ � 1 1 • ,.,` .::D DB 365 PG 0427
JAMES E ROBERAON U- w
♦ / iz J JAMES WILLIAMS r
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D8 1243 PG 0213 tsa r - - I� r HEIRS
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1 I 1 / /O -. = -�Q)1 00 __"'_ SAMUEL LEE
, JACKSON
DB 513 PG
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w�3� s • , �. 1 >• k 1 �- 1 = 1 = 1 = 1 .rrY 1 IMI 1 1 =-
� k ...r 1.._ k =1 JOSEPH KREMBLER 0497
DB 1358 PG 0043
TAILINGS � '•
jL DISCHM E 414 FOR N0,5( POND DETAILS
;� Prr D AT 5p v . �,i' (SHEET 5 OF 5) 1
1IETLANDS <i
O000
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! I y4 1 0 oNz-
! PLANT AND STOCK PILE / Q JOHN T WILKIE JR.
0 � AREA ; � DB LF PG 0443
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DB 672 PG 0883
i - �.•'�' .''�°�`� i Scale 1 " = 200
)0'
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I CAYCE L AND RUTH
HILLIARD REV DATE REVISION
DB 257 PG 0245
1=1=1..r1= rr krr5=4=k�1 4 12-3-09 DENR
` — 50' l JDISTURBEIS U�F� THIS DOCUMENT, TOGETHER ITHTHE CONCEPTS AND DESIGNS PROJECT:
BILLY HUGH ELKINS
REBECCA L ELKINS
DB 739 PS 1067
f) TARHEEL LAND AND
� TIMBER
rG DB 1088 PG 793
/13
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74
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1
EXISTING CREEK
PROPERTY LINE
ADJOINING PROPERTIES
ZONING LINE
50' UNEXCAVATED BUFFER
•I■I�IIeIM��1■I�I�i�1�1■
EXISTING BUILDING
MINE PERIMETER
OVERBURDEN DISPOSAL
a
AREA PERIMETER
STOCK PILE PERIMETER
�■■� III ■�
BASIN (DIMS. IN CHART SHEET C2) L—# i
DIVERSION DITCH
SILT FENCE'
-
BUFFER
ITE DATA
1. PIN: 9616-07-9402
OWNER: BOBBY BRANCH
ZONING: UN -ZONED AND
RA-40
DB: 1140 PG: 1090
CALCULATED DEED ACRES
98.8
SKETCH ACRES
NA
2. PIN: 9606-95--5658
OWNER: BOBBY BRANCH
ZONING: UN -ZONED
DB: 99E PG: 0240
CALCULATED DEED ACRES
70.9
SKETCH ACRES
NA
3. PIN: 9616-27-3769
OWNER: BOBBY BRANCH
ZONING: UN -ZONED
DB: ' 262 PG: 1053
CALCULATED DEED ACRES
9.479
SKETCH ACRES
NA
NOTE:
1. BOUNDARY INFORMATION FOR TRACTS ARE FROM
REFERENCES
BRANCH PROPERTY
DB: 99E PG: 240
LOT 2, PS: 90 PG: 236
LOT 3, PS: 90 PG: 236
BOBBY BRANCH PROPERTY
DB: 1140 PG: 1090
PB: 20 PG: 48
DB: 1262 PG: 1053
PB: 2004 PG: 68
2. TOPOGRAPHIC, ZONING, AND FLOOD INFORMATION SHOWN IS
FROM CHATHAM COUNTY, NORTH CAROLINA GEOGRAPHIC
INFORMATION SYSTEM.
3. NOT IN 1 % ANNUAL CHANCE FLOOD PLAIN
PER FIRM 3710960600J FEBRUARY 2, 2007
3 8-28-09 LAND QUALITY ONLYFORTHESPECIFIC EDRC PUM1011 AND LIENTRFOR WHICH �E ITWAS GOLDSTON QUARRY
PREPARED, REUSE OF AND IWRIPER RELIANCE ON THIS DOCUMENT
PROPERTY LINE/PE IT BOUNDARY 2 8-27-09 BUFFER WITHOUT WRITTEN AUTHORaATONAND ADAPTATION BY RWK, PA SHALL B.A. BRANCH PROPERTIES LLC. SANFORD NC
1 1 7-30-09 1 DLR COMMENTS
012
r.1Jh
:1 r'A
APAYIERSON
P.O. BOX 3008- SANFORD, N.C. 27331-3008- [phone]
FAX: [phone]
BE WITHOUT LIABILITY TO RW<, FL
ENGINEERINS M SURVEYING
101 W. MAINST., SUITE 202
GARNER, NC 27529
PHONE [phone]
FAX (919) 779,4056
! f
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
PROJECT #: SHEET NAME: SHEET NUMBER:
DATE: 5-18-09
BRAWN BY: FR MINE � OF5
MAP
CHKID BY: CRP
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SEDIMENT BASIN & TRAP SIZING
/I-- -LLL- PIG 25 '4E
14n HER �p
R BASIN SA SF LxWxD TYPE ORIFICE SPILLWAY
V�' 28,600 260x11OX5 RISER BARREL 6.0" 50'
_ / / - '00( no, THOMAS �`OMB;L`_ 2 9,800 140000.0 SKIMMER BASIN 2.75" 40
___MAINAGE,\ LACY MA Y
is DB 36� "1- /0427
3 4,050 90x45x3.0 SKIMMER BASIN 2.0" 35
A IFT�ERNA4. F_ 4 4,050 90x45x3.0 SKIMMER BASIN 2.0" 35'
CID ALL STORM) 5 7,200 1 20X60x3.0 SKIMMER BASIN 2.5" 40'
4ATERAN
0( ur) �'130 if SILT 6 11,552 1 52x76x3.0 SKIMMER BASIN 3.0" 50'
J*MES E RI&KRAON"' Ao UN D '/� �4 tM S W I L L14 E
TER -TO FENCE (INS 7 REMOVED
-,06 ✓124,Y PG 0219- �13 4� T. Ejf�
Eso�RAPS AS
D �� 6 1 /P G--'0)G1CY_ 8 1,300 52x25x3.5 TRAP 15'
NECESSARY) 255 -Z 9 2,592 72x36x3.5 TRAP 25'
N 11 AND- /E' 10 PG 0 1 0 WILLeM
RG S Ir*44
\ 1 1 2 02 �/ / 1 <FOR EX. POND INSTALL 8" SKIMMER SEE SHEET C4
X
iw�w pp I BUFFER JA LE
2 FE BRING
D� PERMANENT SEED MIXTURE FOR SWALES
A N=la /(NDRErEESTATE
DBC(6E PG_0Q72
SPECIES RATE LB ACRE
TALL FESCUE 200 (4-5 LB/1,000 Ff2)
L
AMUE( LEE NURSE PLANTS
ACKSON
BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 15 LB/ACRE GERMAN
MILLET. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
L 'qq�
jr:w, - aE:TK 51 PIG
R 77 JOSEPH �K REB�EF 0197 SEEDING DATES
<DU BEST: AUG, 25 - OCT.
Y % 'e tE H Nf DB Y5 � P 0 43
POSSULE: FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40
D E T IWFO v LB/ACRE RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION.
\) TEMPORARY SEEDING SCHEDULE
k T-Ai
SOIL AMENDMENTS
SHOULDERS, SIDE DITCHES SLOPES (MAX. 3:1) PER ITEM 4, SEEDBED PREPARATION
-0 DATE:
P MULCH
lk U.1 TYPE. PLANTING RATE: USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND
DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED
AUG. 15-NOV. I TALL FESCUE 300 LBS,/ACRE DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT
NOV. I-MAR.1 TALL FESCUE 300 LBS./ACRE REQUIRING TEMPORARY LININGS, APPLY 4,000 LB/ACRE GRAIN STRAW, AND ANCHOR STRAW BY
STAPLING NETTING OVER THE TOP.
A� & ABRUZZI RYE 25 LBS./ACRE
I MAR.1-APR.15 TALL FESCUE 300 LBS./ACRE
0
APR.15-JUN.30 HULLED COMMON BERMUDA 25 LBS./ACRE MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
JUL.1-AUG.15 TALL FESCUE AND 120 LBS./ACRE THEY CAN CLOG DRAINAGE DEVICES.
***BROWNTOP MILLET 35 LBS./ACRE
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
�� �' I �- �T -- V I �� ' ' SLOPES (3:1 TO 2:1) YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW REGULARLY TO A HEIGHT OF
2-4
MAR.1-JUNE 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE
(MARA-APR.15) &
T WILKI JR. ADD TALL FESCUE 120 LBS./ACREPAT/AN _sMCKPfLE,(�HN
(MAR.1-JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS,/ACRE SEEDBED PREPARATION
B LF "43 (MAR.1-JUN.30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE 1. RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
I MAYA- MrAYA--- (AR-E JUN.1 -SEP.1 W**TALL FESCUE AND 120 LBS./ACRE 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
eA 35 LBS./ACRE
L E�\,GUILLPMINA ***BROWNTOP MILLET UNIFORM.
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE 3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
-P-G 0077 / 70 LBS./ACRE
SEPA -MAR.1 SERICEA LESPEDEZA (UNHULLEO- U N SCAR IFIED) AVAILABLE.
DB 1 48
s'5
7 _2r AND TALL FESCUE 120 LBS./ACRE 4. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ ACRE GROUND AGRICULTURAL
cp;-- 7 (NOV.1-MAR.1) 25 LBS./ACRE LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
ADDABRUZZI RYE
CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
CONSULT DEEP.
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
LLJ A�
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER AFTER SEEDING.
LLJ SEEDING RATE COMBINATIONS ARE POSSIBLE. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT
�\ \ - _)o z ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING 0.02 TO 0.05 GAL/SQUARE YARD OF ASPHALT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE BINDING MATERIAL TO ASSURE THAT THE TEMPORARY MULCH IS PROPERLY HELD IN PLACE, ALTERNATE ANCHORING
1 r i I �/ l / / �" \ METHODS ARE NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
0 NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
S. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
0 PERMANENT SEED MIXTURE SITE POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
` / 1 1 5 \ �- \ ` w O j�Q /,� / / SEEDING RATES.
1 \ \ }� / / / / WA�E SPECIES RATE (LB/ACRE) 9. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWIYEAR, '00 CE A
TALL FESCUE 100 BUT MOWING IS NOT NECESSARY. RESEED. FERTILIZE. AND MULCH DAMAGED AREAS IMMEDIATELY.
ETAIL C4
SERICEA LESPEDEZA 30
H D oo.." ;;Oo KOBE LESPEDEZA 10
PER PLUS:
O�HA�d
OR/PER PENSACOLA BAHIAGRASS 25 CONSTRUCTION -S EQ U ENCE
V � OR BERMUDAGRASS 10
EL
Jo 1, SURVEYOR IS TO STAKE LIMITS OF CONSTRUCTION, EROSION CONTROL FEATURES, STORM WATER SYSTEM, SCALE,
\ \\ / �. T G % "'j / / (FZ� + SEEDING NOTES ROADS AND PARKING AREAS.
1. AFTER AUG. 15, USE LINSCARIFIED SERICEA SEED.
C S­_�@ 2, WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE IS DESIRED, OMIT SERICEA 2 INSTALL GRAVEL CONSTRUCTION ENTRANCE, DIVERSION DITCHES, SILT FENCING AND SEDIMENT BASINS AND TRAPS
A'
\ \ CAND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. I SHOWN 01, THE PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. DIVERSION DITCHES AND
SEDIMENT BASIN BERMS MUST BE SEEDED, MULCHED AND ANCHORED UPON INSTALLATION, ANY PROJECT ACCESS
5 PER ot_� 'A( I
"-"E N 3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDAGRASS. POINTS SHALL HAVE A GRAVEL CONSTRUCTION ENTRANCE INSTALLED.
HOWEVER, AFTER MID -APR. IT IS PREFERABLE TO SEED TEMPORARY COVER. DIVERSION DITCHES SHALL BE COVERED WITH S75 OR EQUIVALENT BLANKET MATERIAL STAPLED IN PLACE.
\ \ \\\ E�� C5\ �` \ \ \ I NURSE PLANTS Z24� 3. RENOVATE EXISTING POND AND RISER BARREL. CLEAR, GRUB AND GRADE ONLY ENOUGH POND AREA TO ACCESS
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
z to
FO SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAM).
EXISTING RISER BARREL. WITHOUT DISTURBING CMP OUTLET PIPE REMOVE STONE AND 24' PERFORATED RISER
X-SE BARREL. MATCH WEIR ELEVATION OF EXISTING 24 INCH RISER AND REPLACE WITH AN UNPERFORATED 36" CMP RISER
✓ooe__� j15 too_--
t. SEEDING DATES WITH TRASH RACK. FIT 36" CMP RISER WITH HARDWARE TO INSTALL 8" SKIMMER AT ITS BASE. ANCHOR RISER To
BEST POSSIBLE OUTLET BARREL WITH A MINIMUM OF 1 CU. YARD OF CONCRETE TO SEAL AND ANCHOR THE ASSEMBLY. CLEAR,
FALL: AUG. 25 - SEPT. 15 GRUB AND SMOOTH REMAINING POND BOTTOM AND SLOPES, INSTALL FLEX HOSE, SKIMMER, STONE SKIMMER SE
AUG. 20 OCT. 25 AND COIR BAFFLES. GRADE AND REESTABLISH EMERGENCY SPILLWAY �N UNDISTURBED M T BA
LATE WINTER: FEB. 15 -MAR. 21 FEB. 1 APR. 15 SOIL TO PLANNED ELEVATION$
N 00
AND DIMENSIONS. ENTRANCE AND EXIT CHANNEL WIDTHS AND SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION
�ER� B RJER JR. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE OF THE EMERGENCY SPILLWAY.
D LESPEDEZA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
DB/6 2 0 3� 4. CONTRACTOR IS TO CLEAR CUT AND GRUB SITE AND PROPERLY DISPOSE OF DISCARDED TREES, LAP, STUMPS ETC..
z�' SOIL AMENDMENTS
8,
PER ITEM 4. SEEDBED PREPARATION 5. GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION
V , I ' + / / I -�_ \ ` MULCH OF ANY PHASE OF GRADING. TEMPORARY OR PERMANENT GROUND COVER SHALL BE APPLIED TO ALL DISTURBED
PER ITEM 7. SEEDBED PREPARATION AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
4 // / / / / / / /� /- -� J I CONSTRUCTION OR DEVELOPMENT. PERMANENT GROUND COVER MUST BE APPLIED WITHIN 60 CALENDAR DAYS.
.10 MAINTENANCE INSTALL PERMANENT PLANT MATERIALS AFTER FINAL GRADE IS REACHED FOR EACH STAGE OF ACTIVITY.
t^ \ -�,Z,/ / , I , PER ITEMS 8 & 9. SEEDBED PREPARATION
IN E B 6. EXCAVATE AND TRANSPORT OVERBURDEN FROM MINE SITE AND CONSTRUCT BARRIER BERMS. PLACE TOP SOIL
AVEL NS' > AND PLANT MATERIALS ON THE BERMS AS SOON AS BERMS ARE COMPLETED. EROSION CONTROL NETTING SHOULD
BE USED TO AID PERMANENT VEGETATED STABILIZATION OF BERM SLOPES AND WITH MORE THAN 10 FEET OF
TRUCTIO-f� tp-E '--, --- - ----\ \ , / / / VERTICAL RELIEF. NETTING SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
��/IN P L \­ - j
NT"A C-F-' 24" X7 L rt �E- P1 L N� R�TH
EXIS);�NG E TIN/G (--E-X SILT H Ct:�� PPB" CA > IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE.
-eULVERT A Elq'C E R�l HILLIAR
S DT 2 T 24� 7. ESTABLISH A WORKING FACE AT OVERBURDEN DISPOSAL AREA DRESS AND SEED THE REMAINING STOCK PILE.
-DPE CONTINUE TO WORK STOCK PILE BY MOVING WORKING FACE AND STABILIZED SEEDED
>
Z45! R1rRAP 11Bpr CAR0,vSLOPE AS NECESSARY Y
Aj�qN OPERATIONS.
-d-A 6 -I-1 2! - ry 11 jv'ss//
8. GRADE AND PLACE STONE FOR THE PARKING AND HAUL ROADS.
5 �.QST
J REV DATE REVISION
-1,pf44V 6OU�DKRY/SEAL 9. FABRICATE AND INSTALL ITEMS:
Pi:�O P E RTY �NE 026395 Z4 12-3.09 DENR ROAD BARRIER, FENCE AS INDICATED, IF INCLUDED IN THIS WORK
1z
THIS DOCUMENT, TOGETHER WrH THE CON
3 9-28-09 LAND QUALITY PRESENTED HEREIN, AS AN IN4RuMENT OF SERVICES, I N 1431�11501�:
�ISTIN�% ONLY FOR THE SPECIFIC PURP!iSE AND CLIENT FOR WHICH IT WAS GOLDSTON QUARRY
PREPARED. REUSE OF AND IMINOPER RELIANCE ON THIS DOCUMENT
RI A 2 8 -09 WITHOUT WRITTEN AUTHORIZAT*4 AND ADAPTATION BY RWK, PA SHALL B.A. BRANCH PROPERTIES LLC.,SANFORD, INC
EX SILT -27 BUFFER Be WITHOUT LIABILITY TO RINK. PA
NCE
1 1 7-30-09� DLR COMMENTS 7 GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
200 0 200 400 600 PROJECT #: SHEETNAME: SHEET NUMBER:
P
DV
CA
Tzz
ENGINEERING M SURVEYING DATE: 5-18-09 SEDIMENT
PATTERSON P.O. BOX 3008- SANFORD, N.C. 273314008- [phone] 101 W. MAIN ST., SUITE 202 DRAWN BY: FIR EROSION
Scale 1 200' FAX: [phone] GARNER, NC 27529 CONTROL 2 CIF 5
EXPLORATION SERVICES PHONE (919) 779,4854 CHKD BY: CRP PLAN
FAx [phone] [!1
101
C
K.,
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01
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REV DATE REVISION
IT
111 \ ! I 4 12-3-09 DENR
ion-3 9-28-09 LAND QUALITY
2 8-27-09 BUFFER
1 7-30-09 DLR COMMENTS
1��r`kliri►��1
EXPLORATION SERVICES
P.O. BOX 3008- SANFORD, N.C. 27331-3008- [phone]
FAX: [phone]
THIS DOCUMENT, TOGETHER WITHTSE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSLIMENT OF SERVICES, IS INTENDED
ONLY FOR THE SPECIFIC PURPOt AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPIPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATIOPAND ADAPTATION BY RWK. PA SHALL
BE WITHOUT LIABILITY TO RWK. Is.
p�
ENGINEERIPG — SURVEYING
10 1 W. MAIIN ST , SUITE 202
GARNER,NC 27529
PHONE (91 a 779-4854
FAx [phone]
PROJECT: GOLDSTON QUARRY
B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
PROJECT #: SHEET NAME: SHEET NUMBER:
DATE: 4-21-09
DRAWN BY: FIR RECLAMATION �
PLAN OF 5
CHKID BY: CRP
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File name: P:\NCGEO\GOLDSTON\GOLDSTON
CrZ 0-77 Z-

8 7 I 6
5 4
3 2
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Cl
B
A
�1' FREEBOARD 12" Layer of 5' Mlti,
J #5 Washed Stony; 7
TOP OF B'-Rio I
TOP Q Y&IR — — " rJ
4' MAX _
J, 2' Deep x 2' Wide FILTER FABRIC
Cut --off Trench
BArFLES \W/ Cl2G.� S SEt ; Q•
MIN.
I�IN. I
FILI ER FABRI ' —
STENE SEC T iON
CIVERF`ILL E.--' FLT
SETTLEMEFIT
T URAL GROUND
S-FANDARD IRGCK i!)Atv1 SED N4EN-T BASIN
EMERGENCY PY--PASS
1--6' BELOW SETT' ED TLzP
`\ F 'DAM
'IFLAYN TARP PROTECTION
1 a
30' MI
'- - — WEIR LENGTH
k I SEE SHEET C2
_ ( j SECTIION_ III OL;GIB' '4'-iElR
EMERGENCY
SI'?Li.VrAY
F'LrIti V EW
—_--� �rOP OF BERM
Dr-WK., EKING BAFFLES (s-D) i' MIN FREE60ARD EMERGENCY
NF_ON ZONE SPILLWAY
S'"RUCTit;E ` � / I \�1',iME\ 241— ELEVATION
3'Wx6'Lxl2"T
DISSIPATER PAO
RIP RAP
�\ ?,AINIVLJIM VOLUME OF BALAST:
INFLOW I \ VOLUME OF RISER = 6' XI.5-2 X PI
STRUCTURE l` = 42.4 CU.
/{ 50,
\ SK1MAER WIDE vVEIGHT OF DISPLACED WATER = 62.4 Ld./CU. Ff. X 42.4 C.U. FT.
r EMERGENCY PLUS FACTOR OF SAFETY = 2,13346 1-3. X 1.5 = 3,969 LB.
- s SPILLWAY
REQUIRED CONCRETE BALLAST = 3,969 LB. / 150 L8. / CU. FT,
26 CU FT > I C'.i YD,
I �
w
BAFF
LES
LAN VIEW
DAF FIL _S 1' MIIJ FREEBOARD
L//1\ 36' RISER rip n,' DERM-29B,C'
I BARREL \ EMERGENCr
INFLOW \ RIM 295.0' / SPILLe'AV
STRUCTURE TRASH RACK ELEVATION
�
bEWATtiRI;Gil�- /—
I \:1 \ / AN I -SEEP COLLAR
ZONE S rLNE RESTING F B
\ .y FDR SiINMEIR \
INLET SHALL BE PROTECTED ANT -FLOATATION
CAS NEEDED) FROM EROSION INVERT = 2900' DEVICE
WITH RIP RAP, TARP, EXISTING POND 11
MATTING OR EQUIVALENT, PROP
—ETtiSTING DISSIPATER
24' CMP / PAD
OUTLET PIPE CLASS 'A' RIP RAP
NOTES:
*1) I~ISTALL S INCH SKIMMER WITH 6 INCH ORIFICfr
2) FOLLOW CONSTRUCTION SEQUENCE ON SHEET C2
31 BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESEVTI>dG TI-.AT TI,= BASIN IS HALF --RILL
4) #NSTALL "THREE POROUS BAFFI-ES PER DETAIL.
5) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED 3Y ENVIRONMENTAL ENGINEER,
STANDARD SKIMMER ATTACHED TO PERMANENT RISER IN EXISTING POND
EDGE (M N. BURY 2� TARP j STD
I .� : �I~P CUT 0R .. FILL SLOPE
DITCH
FILL VOIDS W/#57
-
v
_ _ _ STONE)
ANT -FLOATATION
INLET SHALL BE PROTECTED (AS
NEEDED) FROM EROSION WITH RIP
DEVICE
C�,DSS S 4;T JN L S'� ONE RESTING PAD
RAP, TARP, MATTING OR EQUIVALENT.
FpR SKIt Mf.R CMP OUTLET PIPE (12" TYP.)
NOTES:
1) BASIN StOU:_D BE GLEANED OUT W.-,EN CAPACITY REACHES AN ELT_VATIG'1 RcPRESENTING THAT THE BASiti IS HA[_F--RILL,
2) THE TARP USED TC PROTECT THE A-EiR SHA.J_ BF TI-!E WIDTH SPECIF =D. THE LENGTH OF THE' TARP SHALL BE ACCCRUNG
TO A`.`AI'_A0'_E SUPPLY. IF MULTIPLE TARPS ARE TO 3E USED, THEN 'rpRFS SHALL 5E OVERLAPPED AT LEAST 12", THE
UPS RErM l2" TARP SHAL1 OVERLAP THE DG'ANSTR=AM TARP. TI-r ARP S-!AL:. BE 50 MiL. HEAVY DUTY SILVER TARPAUL NS
OR EQUI,ALENT FOR U.V. RESISTANCE-
S) PRCV DE A `A1NiMUlt OF THREE POROUS BAFFLES TO EWNLI' DISTRIBL. TE =LOW ACROSS THE PASIN, RELUCING TUR8U'IIENCE.
4) BAFFLE MATERIAL MUST Bc SECURED AT THE 90-TOM AND SIDES US'VG STAPLES OR BY TRENCHINC AS FOR A SILT FENCE,
51 MOST OF THE SEDIMENT ''AALL. ACCUMULATE. IN THE F•'RS7 BAY, SO Tw S SHOULD BE RFADILY AVAILABa FOR WAiNTENANCE.
6) DURING THE: CONSTRUCTION FsHASE OF THE PROJECT, PERMANENT ST RMWATEP. RISER SHALL ONLY DEWATER FROM THE TG'� 0;, F'IPE.
71PGNC Si -.ALL NOT �E CONVERTED FOR STCRMWATER USE UNTIL, AFPRIVED HY ENVIROi4MENTAL ENGINEER.
STANDARD SKIMMER BASfN'
PQrES:
ESUC SL1rFiCiL:NI TO KEEP
_
PUT Sii_'f Im,,,l_ OR TREE PROTECT!ON FENCE UP TO
S'rGiMI N- [,N SsIE
ENSURE CCINSTRU_TICN ENTRANCE 1S USED.
2. IF CON STRUT ON ON THE S11-- S ARE SUCH THN.T THE MUD
iu NO RE1 C'v1=C B Y THr `lEtiICLE TRAVELING OVER THE
S FGNE, -HEIN THE TIRES GY THE V`f-OCLES MUST 8E WASHED
2"-3" `vTfJt:F- TO 8:= 'USED.
1
rjC1' OR WIDTH Or BEFORE EN, ERI#�G THE PUC�LIC ROAD.
EXISTING
(SURGE STONE O 2 RAiLROP D ..
PRCPGSED ST=FEET,
?OAD:VAY
_
BALLAST) •.-
W-iICHEVER IS MAtNTHJN Gh�VEI_ PAFi IN I COfvDl-ION TO PREVENT MUD 0R
;, r
GREATER. SECIh1_N1 FROM LEA1:N� �OVSTRLICTiON :,il_. ENTRANCE WILL
REQUIRE PERIOD C REMOVAL OF S€:D'MFNT—LADEN ST+:)NE AND
`�Et'LACEtvlEN T v, rH FRESH sro'�E.
M.
60' MIN.
EXISTING RJAJVvAY - � �---`— --- --- — —
t
I
I
'--FABRIC UtvDER SCONE
CROSS 5 TOR
STAr,]DARD (30N TIJf'l ENTRgN%"1E
7
NEW CONSTRUCTION
12" MIIN
N.
SIDE SLOPES
2 : 1 'MAX.)
_ REVISIONS
DATE -I DESCRIPTION I
QUARFc1( SIDE
2 OF ASS/ 9
a� SEAL T
c*) 026395
A.
2' MIN 2' MIN
COMPACTED —
/ I
L___2: 1 _CPE TAX} :--
3 Tr
E (VERSION 2A= 5.5' USE Al`h GREEN C' 25 OR iwQL'AL
DIVERSION 6A=4.0' USE AM GREEN C'•25 OR rQUAL
CROSS SECTlO''
-- _-- - STA.8IU7_E Di VERSION )ITCH
W/SWALE SEED MIX SHEET C2
AND EROSION CONTROL
NETTING
V POSITIE GRADE '.0% MAX.
UPSLOPE: TOE--POSITIVE
_j/
iNrE i
r SCREEN ACCE-SiEJLE THRCUCH t)O(,,R
VLN7
FLOA s
FLEXIBLE XjiNT / \
(RADIATOR HOSE:)
°� JREt=1C'= FLAIL
CUTI Ei END: CONNI_CTIOty
TC O:JTLE.T PIPE OR RISER - BARfi-L PIPE ,-ONGE- TrIAN SHC'NN.
EXCEPT ` W0 D 1, ALL S'<IM .IE ;'S ARu 4" PVC OR'FIC_ AILS -�07
T-AC•i BASIN ARE NOTED ')N Si-EEi C2
2. SKIMMERS 'NS'-AL.LI D IN BAS€Na WITHOUT RIS'.R BARREL '. IL'_ CUTLET TO
2" CMP
STANDARD SUMIMER DETAIL.,
C,F
—��N�� P4RSPECTIVE VIE`_V
i E
SU' PORT ROPE"
\ \\\\ _\\\ \\\\\ . \\ \\\ \�•\ \\ I TO W.rcE'O 24' NTCBOT'UM
PREVLNI' SE.G'G:NG OR SIDE
STAKE TO Si Fr^CR7 519Ru
OUTLET
\ — - - STEEP CUT OR FILL SLOPE
PLAN---J;EVV
D VERS QN D
RCAD/ADJACENT SIDE
SIDE SLOPES
_ 2:1 TYP.
JSE E ROSiON CONTROL NETTING
4HEN VERTICAL BELIE: IS
3R.EkTER THAN '10'
��— FIDE SL.O?E OF BERM
VISUAL BAD RIrL-R BE-RM (NI'S
;CE ORE.,
TOP Vi_V, 3' I --� ��, � — - ---
Mlf-' j
I_.L--.-- - -1
! 7
--- I
PCROUS BAFFLES iN A SFT,IMEr€T EAMN. THE F-PH 4
DISTRIBUTED E,IENLY ACROLS 7-IE DASti TO REDUCE ICOIR M,_SH OR SI:,SIL.R S' APLED OR
FLOW RITES AND TURBUI•E14CE, RESULTING IN GREATER TRENCI L"D NTO BOTOM AND S',DE
i SEDIMENT RETENTION.
-—_—..--- _ CRJ`_ S -S_:C "lC;N OF h COR PGR'vS B+ E' I_F- Ir'I A SEDItAE±J'F BASIN.
-
I
L, L_
6'--6" Min. bragH f See Mortise uetcil
5r ke i
II !I F line !I � it �il-
— — — - — -- —
n'-(I' Min----- 6' S" Mln—w-1— L -f — - - - L - - --
I
END P AhEL-T1?E F ND PANEi_---TYP'- II
- -
MAI
a M 111 1 1 �Mlsi
5
' i y
r! 11
{
-.— 6'-6" Mii n_..-—
STRESS' PANE.
REV
DATE
4
12-3-09
3
9-28-09
2
8-27-09
1
7-30-09
T%,'Sted r: e 6r woua stay U--Stael line pest
Ui
L1NE. NAMEL`)
ne POST T-
Add adL`itiozai wire cf the same material as bcctol:z wire I r-----� ,
o' f�nae and a rock deadn:nn (min. weight 50 Ibs,) t}hen steer) 1, 5e � aecIiculior.s `or the fo owmg: I . � _ y ' -
space between bottom w;r and ground
�..
e a g ou d exceed 20 inches a Ra: o of steel to wood line pests.
�, D Pc:t spccing. lerg ^.d depth in •'.W) rOCI. I
Pf;�vE J T 1�•4INO'R DEPRESSION=Ty_e c* ena panel o .Ised. I'
e cf vAre to be OSetl, f Spika�spik'ng'
e Sp �c:r,g betIAeen wires. cr tae rali ng—%'`
f.N zecr of says per spar, (L;. aS specified)
iVii�lC�I:a I -E I1'_A L
SAFFT`{ A:.WA•'s -NHm
REVISION
DENR
LAND QUALITY
BUFFER
DLR COMMENTS
P.O. BOX 3008- SANFORD, N.C. 27331.3008- [phone]
FAX: [phone]
3
UN!TED STATES `)EF,1RIACNT OF '.HE iN�TERiOR
B.,RFAU OF _AND \AANAGEC,1,T
GNISiCN 0: T CftNl F,_ SER+IC-5 'NTrR
E(,��"} TYPiCA_ h'
9/FRB �) VYIF,'E FE`V 1 _
­41 RE
Gc`S13NED 5y ethers
REVIEWED-----__
DRAWN I SCAt.L riI''NE
DATE FEBRUPR( 25 991 SHEET OF
DR,%WNG NO. 02834-2 8Ll428342.%V0
THIS DOCUMENT, TOGETHER WITHTHE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSTIUMENT OF SERVICES, IS INTENDED PROJECT:
ONLY FOR THE SPECIFIC PURPO`,E AND CLIENT FOR WHICH J WAS GOLDSTON QUARRY
PREPARED. REUSE OF AND IMPRiPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RWK, PA SHALL B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
BE WITHOUT LIABILITY TO RWK, Pi.
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
U ILi�-./L/���1► PROJECT #: SHEET NAME: SHEET NUMBER:
ENGINEERING - SURVEYING DATE: 4-21 _09 EROSION
101 W. MAN 57., SUITE 202 CONTROL
PRAWN BY: FR /�
GARNER, NC 27529
DETAILS 4 OF 5
PHONE [phone] CHWD BY: CRP
FAx [phone]
2 1
File name: P:\NCGEO\GOLDSTON\GOLDSTON
U7 0--772
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