19-20_1_Redacted

ROY COOPER
PER
MICHAEL S REGAN
SRarelay
Energy,Mineral& TRACY DAVIS
Di
land Resources
Er,"IRonnEI,T,L 0"UTY December 1, 2017
John J Tiberi
John J Tiberi
P Q Box 30013
Raleigh, NC 27622-0013
RE. Mining Permit No. 19-20
Goldston Quarry
Chatham County
Dear John J Tiberi:
This letter is to advise you of recent amendments to the North Carolina Mining Act of 1971 which impact the
permit term of your existing mining permit. Pursuant to the passage of House Bill 56, which became law on October 4,
2017 as SL 2017-209, all existing mining permits and-any newly issued mining permits are to be issued for the life of site
or for the duration of the lease term. The "life of site" means the period from the initial receipt of a permit for the operation
until the mining operation terminates and the required reclamation is completed,
Considering the above, this letter hereby modifies your existing mining permit to remove all references to the prior
expiration date to convert your permit to a life of site or lease permit effective immediately. No action is required on your
part for this modification to be effective. Please attach this letter to your existing mining permit for future reference. The
mine name and permit number on the permit document, and all existing operating and reclamation conditions contained
therein, shall remain in full force and effect. Furthermore, all provisions of GS §74-51 and GS §74-52 still apply to all new,
transferred and modified mining permits.
In addition to the life of site or lease mining permit provision, SL 21 also enacted a new annual mining
permit operating fee of$400 per mining permit number. By statute, the initial payment of this annual $400 fee must be
submittei this office by December 31, 2017— see the attached Invoice to remit the initial annual fee payment by this
deadline. Beginning in 2018, the $400 annual operating fee must be submitted by July 1 of each year with the required
Annual Reclamation Report as required by GS §74-55. Failure to submit the fee by the required deadline will result in a
$50/month late fee and could result in the denial of future permit actions and/or revocation of your mining permit.
Lastly, pursuant to GS §74-54, the cap on reclamation bonds has been raised from $500,000 to $1 million. Any
adjustments needed in existing bonds will be initiated by this office or addressed during your next requested permit action
unless you contact this office with a written request to have your bond reevaluated.
The issuance of a mining permit and/or any modification to it does not supersede local zoning regulations. The
responsibility of compliance with any applicable zoning regulations remains with you.
Thank you for your cooperation in this matter. If you have any questions on the above, please contact Ms, Judy
Werner, Assistant Stale Mining Specialist, or me at(919) 707-9220.
Sincerely,
William "Toby" Vinson, Jr., PE, GPM
Interim Director, DEMLR
Slate of North Cantina I Emira,meMalQualily I Elie,W Mini and Land"ooras
vL A.SUINW p'PmCt I olLI MaI1 RMCo Center I RaIC ith,Non"Carolina 27e99-I612
91970r 9200

j�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist April 28 2011 Dee Freeman, Secretary
Mr. Daniel G. Shephard
Martin Marietta Aggregates
PO Box 30013
Raleigh, North Carolina 27622-0013
RE: Mining Permit No. 19-20
Goldston Quarry
Chatham County
Cape Fear River Basin
Dear Mr. Shephard:
Your request to have the above referenced mining permit, issued to B A Branch
Properties LLC, transferred in its entirety to your company has been approved. As your
company currently has a blanket bond which is sufficient to cover the present operation, I am
enclosing the transferred mining permit. The permit number, expiration date and mine name
shall remain the same as before the transfer.
Please review the permit carefully and notify this office of any objections or questions
you may have concerning the terms of the permit. It is your responsibility to fully understand
and comply with the conditions of your mining permit.
As a reminder, your permitted acreage at this site is 178.8 acres and the amount of
land you are approved to disturb is 62.82 acres.
Again, if you should have any questions on this matter please contact Ms. Judy
Wehner, Assistant State Mining Specialist, at [phone].
Sincerely, f
l�J
Ja et S. oyer, PE
State Mining Specialist
Land Quality Section
JSB/jw
Enclosures
cc: Mr. John Holley, PE
Ms. Shannon Deaton-WRC, w/enclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX:[phone]
512 North Salisbury Street,Raleigh,North Carolina,27604 •Internet:http://www.dIr.enr.state.nc.uslpagesllandqualitysection.html
An Equal Opportunity I Affirmative Action Employer—50%Recycled 110%Post Consumer Paper

1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
April 28, 2011
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7008 1300 0000 1125 2790
Mr. Bobby A. Branch
B A Branch Properties LLC
402 Forestwood Road
Sanford, North Carolina 27330
Re: Mining Permit No. 19-20
Goldston Quarry
Chatham County
Cape Fear River Basin
Dear Mr. Branch:
Your request to have Mining Permit No. 19-20 transferred in its entirety from your
company to Martin Marietta Aggregates has been approved. As Martin Marietta Aggregates'
blanket bond is sufficient to cover the present operation, your company is hereby released
from further responsibility for this site with respect to The Mining Act of 1971. Therefore, I am
returning your $94,400.00 Assignment of Savings Account No. 317005474 issued by First
Bank to you for your disposal.
Thank you for your cooperation in this matter.
Sincerely,
WAOt4
Janet S. Boyer
State Mining Specialist
Land Quality Section
JSBIjw
Enclosure: Assignment of Savings Account No. 317005474
Cc: Mr. John Halley, PE
Mr. William Gerringer-DOL, Mine and Quarry Bureau
File
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina,27604• Internet:http:llwww.dlr.enr.state.nc.uslpagesllandqualitysection.html
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

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 68, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Martin Marietta Aggregates
Goldston Quarry
Chatham County - Permit No. 19-20
for the 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

Page 2
In accordance with the application for this mining permit, which is hereby approved 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 transferable 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 or 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 complied with 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
complying with 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 context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
April 28, 2011: This permit has been transferred in its entirety from B A Branch Properties
LLC to Martin Marietta Aggregates.
Expiration 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:

Page 3
OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Division of 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 including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality.
B. During processing operation, water trucks or other means that may be 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 accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained between any affected land and any
adjoining waterway or wetland to prevent sedimentation of that waterway or
wetland from erosion of the affected land and to preserve the integrity of the
natural watercourse or wetland.
C. All buffer zones shown on the Erosion Control Plan, Sheet 2 of 5, last revised
January 7, 2010 and received by the Land Quality Section on March 18, 2011
shall be maintained to protect adjoining property. These buffer zones, with the
exception of the installation of required sediment control measures and approved
earthen berms, shall remain undisturbed.

Page'4
4. Erosion and Sediment Control
A. The operator shall notify the Raleigh Regional Office, Land Quality Section, at
least 48 hours prior to beginning any of the initial land disturbing activities
indicated in the approved application for a mining permit and any modifications
to this permit thereafter.
B. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, 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 natural watercourse in proximity to the affected land.
C. All mining 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 received by the
Land Quality Section on March 18, 2011 and supplemental information received
by the Land Quality Section on June 1, 2009, August 18, 2009, October 1, 2009,
December 10, 2009 and March 18, 2011.
D. No land disturbing activities, except for the installation of the approved erasion
and sediment control measures, shall take place within 200 feet of the potential
wetland area until any necessary permits and/or approvals from the Division of
Water Quality have been obtained. No excavation of the Mining Area shall take
place until said permits and/or approvals have been obtained.
E. An erosion and sediment control plan(s) shall be submitted to the Department 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 deemed 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 erasion control measure,
structure, of 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.

Page 5
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 shall be stabilized within 60
days of completion. Furthermore, a minimum ten (10) foot wide horizontal safety
bench shall be provided at the top of the rock and at the toe of any overburden
slope.
7. Surface Drainage
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.
8. 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 BD 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.
> _-O 2.0
S ,.S
1.0
°.9 °.>
3 9.6
all os
4 0.4
a1
E �
° - 0.2
an
a 1Oo Blast Vibration rraquacy, Mz
�Igure Allamative blas:rng _ve,r Cnte"a
;Source moa4(ie .ram rguv'e• ureav of •YIln?s R-, a �i

Page 6
B. 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)' Ds = D
W 112
V = 160(Ds)" 5
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 second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
C. Air blast With Monitoring.
Air blast overpressure resulting from surface blasting shall not exceed 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 sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz in dBL
0.1 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
D. Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
U = 82 (D/W0.33)-1.2
To convert U (psi) to P (dBL):

Page 7
P = 20 x log (U/2.9xl0'9}
Confined Air blast/Overpressure (dBQ
for quarry situation:
A = P - 35
U = Unconfined air overpressure (pounds per square inch).
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).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blast/overpressure 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 total
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 permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting:_
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 if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. Flyrock Prevention:
The operator shall take all reasonable precautions to ensure that 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.

Page 8
H. Elyrock Reporting:
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken-
1. A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.
I. Studies:
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requested.
9. High Wall 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 beach shall be provided
at the)unction between the top of rock and the toe of any overburden cut slope.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and public
thoroughfares to screen the operation from the public. Additional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.

Page 9
B. In addition to grasses, long leaf and/or Virginia pines or other acceptable
evergreen species shall be planted as deemed appropriate by the Department to
improve visual and noise buffering.
11. Plan Modification
The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/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 the Department prior to
on-site implementation of the revisions.
12. Refuse Disposal
A. No on-site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality 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 Mining 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 products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their 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
following materials to be "mining refuse" (in addition to those 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
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
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;

Page 10 '
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
$500,000.00 blanket bond, is sufficient to cover the operation as indicated in the
approved application. This security must remain in force for this permit to be 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.

f
Page 11
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 foul.
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.
6. Permittee shall conduct reclamation activities pursuant 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.
RECLAMATION 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:

Page 12
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 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 before
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. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
Disturbed areas shall be permanently revegetated according to the Revegetation Plan
prepared by James Izzell dated May 20, 2009.
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.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.

Page 13
This permit, issued to B A Branch Properties LLC May 27, 2010, is hereby transferred
in its entirety to Martin Marietta Aggregates this 28" day of April, 2011 pursuant to GS
74-51.
By:
James . Simons, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

S 7 6 5 4 3 2
PROPERTY LINE/PERMIT BOUNDARY
PROPERTY LINE PERMIT BOUNDARY
50' UNDISTURBED BUFFER �/
YN
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. � .,.»�.,R,I ,�wr� .�- _= �OUNDISTURBED BUFFE
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USGS TOPO 1 .=2000' l '� J� F Ns �. _ _
/. ,Z.P J p V- rr ZONING LINE
m 4 h
3R"xu. - _ -
w OISCH E Pf�iNT FOR D�SSJRe� PONDL DETAILS INGS 50' UNEXCAVATED BUFFER
Q PIT D T 5� UN (SHEET 5 OF 5) EXISTING BUILDING
. . T
x : - MINE PERIMETER
'WETLANDS `
OVERBURDEN DISPOSAL
<v AREA PERIMETER
aU� STOCK PILE PERIMETER
aP CATEGORY jS
BASIN (DIMS. IN CHART SHEET 02)
MINE DIVERSION DITCH
41
* PLANT AND STOCKPILE SILT FENCE
TAILINGS PONDS BUFFER
� � HAUL ROADS TE D. PIN: 9616-07-9402
..u.. �o _onoov Donn r-u
TOTAL ACREAGE TO ZONING: UN-ZONED AND RA-40
Q r p De! 1140 PG: 1090
w , LJ O BE AFFECTED 52 . 82 AG CALCULATED DEED ACRES 98.8
g d FD SKETCH ACRES NA B
OVERBURDEN WILL BE USED TO GRADE
z N` THE STOCK PILE AREA 5-5658
OWNER: BOBBY 9 BRANCH
J p4 ZONING: UN-ZONED
r z'
W'. 7 40
CALCULATED PDEEDGL 2 ACRES 70.9
Cl-
0
o
SKETCH ACRES NA
� __... ______._.------- ------_ --------- ,, 3. PIN: 9616-27-3769
0- s OWNER: BOBBY BRANCH
OFFICE ZONING: UN-ZONED
- DB: 1262 PG: 1053
- F,P� CALCULATED DEED ACRES 9.479
SCALE SKETCH ACRES NA
NOTE:
., n. 1 . BOUNDARY INFORMATION FOR TRACTS ARE FROM
REFERENCES
, BRANCH PROPERTY
DB: 99E PG 240
- LOT 2, PS: 90 PG: 236
200 0 200 400 600 LOT 3, PS: 90 PG: 236
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® l BOBBY BRANCH PROPERTY
DB: 1140 PG: 1090
Scale 1 = � 00 ' 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
i INFORMATION SYSTEM.
A a 3. NOT IN 1% ANNUAL CHANCE FLOOD PLAIN A
PER FIRM 3710960600J FEBRUARY 2, 2007
J�
-1E.#-�.3F-14-V-Y-;i-1C-Y��1�kkE'�ku-\[� � �/v >�+ � 50 UNDISTURBED BUFFER 1ws DDcuRenr. locen+Qe wnn ME coRCEPrs AND DEswns File Name: Goldston.dw _
_ ..�„ „ ,., ;._,«Rc•,w.,w== rcwr: . . ma +aee.: RAI.-.�wa�aouimwa PReY MR nEr PE as ar RPOSE AND DE WENT FORSERVICES, is IT WAS
o 9 Martin Marietta/�9Ea0aha
011T FOR ME SPECIFIC PURPOSE AND WEM FOR w1Np1 If wA5
PROPERTY LINE/PERMIT BOUNDARY INTROUE➢- REUSE OF ARD INPRCPND R An ON rms . PASN! DATE REVISION RALEIGH, N.C.
wRNDUi wRR1EN AOF MID
PER RELVWN E O DF IS D PA SW
Rc wn+wur uoalurc m wxr., Pe.
1 7-30-o9 Dua Comments MINE MAP
L3U p� 2 8_27_09 Buffer
3 9-zB-Ds Ew„a DNacq GOLDSTON QUARRY
PATTERSON ENGINEERING — SURVEYING CHATHAM COUNTY, N.C.
SERVICES
7 T c P.O. BOX 311W SANFORD, N.C. 273 31 3 0 0 8•[phone] 101 W. MAIN ST., SUITE 202 4 12-3-09 DENR 1
LL- EXPLORATION S E R Y 1 C E J FAX: (9191 P43510 GARNER,INC 27529 5 QUARRY: GOLDSTON Permit No: 19-20
PHONE[phone] b �=mow pW 1°' mB. N0.
FAX(919) 779,4056 7 O4 iRv r"mr R,Rc. wI or e
8 7 6 5AII 4 3 2
V

8 7 6 5 4 3 2
LEGEND
2,800 If. SILT
FENCE ° '` DIVERSION DITCH
(INST. TRAP As /PERMI BOUNDARY
NECESSARY) : PROPERTY LINE s, �„„ -,.,_•, ., BUFFER
RIP RAP
' '-^ "` 50- UNDISTURBED BUFFER - PROPERTY LINE/PERMIT BOUNDARY...... s
„ . EL,� .
� sb" UNDISTURBED BUFFER
50' UNDISTURBED BUFFER ;
' VIS AL ARR R ERv1 - - SILT FENCE AND
TREE PROTECTION
D OVERBURDEN SLOPE 2:1 0 , ` ..
- _ •, , . Ln STORM PIPE D
0CC O
.: . _ ', - �., rG SILT FENCE TRAP SFT
CHECK DAM
SKIMMER W/DISCHARGE 0-4
SPILLWAY
Q
I Plf FLOOR
F U- Z
LI SEDIMENT BASIN & TRAP SIZING
1 rP <m y
BASIN SA SF LxWxD TYPE ORIFICE SPILLWAY
ALL o 1 * 28,600 26Gx11Dx5 RISER BARREL 6.0" 50'
` 1 DRAINAGE � � LiJ - ',TO 2 9,800 140X7Ox3.O SKIMMER BASIN 2.75" 40'
IS , CIA 3 4,050 90x45x3.0 SKIMMER BASIN 2.0" 35'
ALL SIN I N ORM \\ \ \ - (n 4 4,050 9Ox45x3.0 SKIMMER BASIN 2.0" 35'
V) 5 7,200 120x6Dx3.O SKIMMER BASIN 2.5" 40'
WATER AND \ 6 11,552 152x76x3.0 SKIMMER BASIN 3.0" 50'
GROUND \, i 1 ,130 If SILT O Z 7 REMOVED
am I u, WATER TO \� \ \\ FENCE (INST. " � J
` K U3 1 BE `\ \ TRAPS AS 8 1 ,300 52x25x3.5 TRAP 15'
115 4c O COLLFCTED \ \\\ Z
On j �`, 1 JN PIT AND \ 1 NECESSARY -�" 9 2,592 72x36x3.5 TRAP 25'
� � . m 1 DISCHARGED A �_ ' d
3 ul 0 ' 1 INTO BASIN /�-- / '-� .50,. . ' G FOR EX. POND INSTALL 8" SKIMMER SEE SHEEP CAL
_ 1 BY r
0 O 11 PUMPING, DNDI$T(/(jBFJ BUFFER
AS NEEDED PERMANENT SEED MIXTURE FOR SOURCES
. / �' Yl
SPECIES
11 /// �• u .. eVEF�"R �tR TALL FESCUE 200(4-5 TE (0/1,00 FT2)
i
C A ! 1 9. / /V / �, SWALE ZA NURSE PLANTS
a Y / QQ' GERMAN
Y - R (DETAIL C¢) BETWEEN MAY 1 AND AUG. 15, ADD 15 IB/ACRE SUOAIJGRASS OR 15 LB/�RE
�E C
CHECK DAMS MILLET. PRIOR TO MAY i OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
I ,2P J O 25' OC OR PER SEEDING DATES
E14k �NQY 50, _ _ E_LE_V _CHANGE # BEST AUG. 25 OCT
SWAY ts:a:s• . - _ '- •r.I: c;.."Y.+Rie,.:K>n:msE, su.. POSSIBLE FEB APR 15
3'`s DISCN_AR E P NT FOR ,r YSj JRg6 ,,t` AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME. ADD 40
4 ,FIT ❑ TF 1NP,�� Q VN� ,-.- LB/ACRE RYE GWAN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION.
TEMPORARY SEEDING SCHEDULE
> i SOIL AMENDMENTS
E` V '-'EX: OI$SIP7�TER N SHOULDERS, SIDE DITCHES SLOPES (MAX. 3:1) PER ITEM 4- SEEDBED PREPARATION
W PAID-, DAIS: MULCH
,- TYPE: PLANTING RATE: USE A ROILED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND
DITCHES, AND STAPLE SECURELY THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED
Cy AUG. 15-NOV. i TALL FESCUE 300 LBS./ACRE DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABWE THIS HEIGHT. AND IN DRAINAGES NOT
NOV. 1-MARA TALL FESCUE 3DO LBS./ACRE REQUIRING TEMPORARY LININGS, APPLY 4.000 LB/ACRE GRAIN STRAW AND ANCHOR STRAW BY
& ABRUZV RYE 25 LBS/ACRE STAPLING NETTING OVER THE TOP.
�#KA 2 MAR.i-API TALL FESCUE 30O CBS./ACRE
9 APR.15-JUN.30 HULLED COMMON BERMUDA 25 CBS./ACRE MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
OQ JUL1-AUG.15 TALL FESCUE AND 120 LES./ACRE THEY CAN CLOG DRAINAGE DEVICES.
OWNTOP MILLET 35 LEIS./ACRE MAINTENANCE
A"Og SORGHUM-SUDAN HYBRIDS 30 WS/ACRE INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
' SLOPES (31 TO 2;1) YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW REGULARLY TO A HEIGHT OF
2-4
y �SO YAR.1 LINE 1 SERICEA LESPEDEZA (SCARIFIED) 50 BS./ACRE
Q ' x$* , (MAR 1-APR 15) ADD&TALL FESCUE 120 CBS./ACRE SEEDBED PREPARATION
(MAR.1-JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE
z fYi Z (MAR.1-JUN.30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE 1. RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
UJ - JUNJ-SEIPI "*TALL FESCUE AND 120 LBS./ACRE 2. REMOVE ALL LOOSE ROCK. ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
G� Lt. "„BROWNTOP MILLET 35 LBS/ACRE UNIFORM.
"'OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE 3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
Lt, � SEP.1-MAR.1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE AVAIIABIE.
F- [Q Ir AND TALL FESCUE 120 CBS./ACRE 4. APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ ACRE GROUND AGRICULTURAL
,.4/ (NOY.1-MAR.1) ADD ABRUZ21 RYE 25 LBS/ACRE LIMESTONE AND HOOD LB/ACRE 10-10-70 FERTILIZER.
5 CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
Of
lit. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL DEEP.
a E,In a ;: INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS THE 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED UGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
_ U,M Brew uU "LLL UNLM LUU,u UMNUMUNPI UMEM �`"- _
wtF t SEEDING RAZE COMBINATIONS ATiE POSSIBLE. ] MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY ACRE GRAIN STRAW OR EQUIVALENT
A"TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING 0.02 TO TO OG 0.05 GAL/SQUARE YARD OF ASPHALT
TA VEGETATION. W NOT ALLOW TEMPORARY COVER TO C80W OVER 12' IN HEIGHT BEFORE BINDING MATERIAL TO ASSURE THAT THE TEMPORARY MULCH IS PROPERLY HELD IN PEACE. ALTERNATE ANCHORING
METHODS ARE NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET
H J G';. d" MOWING, OTHER'MSE FESCUE MAY BE SHADED OUT. NEARLY STRAIGHT CAR! BE USED AS A MULCH ANCHORING TOOL (j
Z ff+ 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEMINGS WITHIN THE PLANTING SEASON, IF
PERMANENT SEED MIXTURE SITE POSSIBLE, IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL UME FERTILIZER AND
SEEDING RATES.
lillO' / SWALE 6 - SPECIES RATE (LB/ACRE) 9. REFERTILIZE IN THE SECOND YEAR UNLESS GROWN IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR,
ll �. DETAIL CAL 1 TALL FESCUE 100 BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
O (_ -
_�-- - --- // SERICE ZA A LESPEDE 30
CHECK DAMS 0 jp KOBE LESPEDEZA 10
25' CC OR PER 3 PLUS: CONSTRUCTION SEQUENCE
T
PENSACOU BAHMGRASS 25
ELEV CHANGE -
. Of FIOr OR BNOTES GRASS 10 1. SURVEYOR IS STAKE LIMITS OF CONSTRUCTION, EROSION CONTROL FEATURES. STORM WATER SYSTEM, SCALE
SEEDING NOTES
ROADS AND PARKING AREAS.
, �QN
IF L AFTER AUG 15. USE UNSCARIFIED SERICEA SEED.
CHECK DAMS ® Sj� 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE DIVERSION DITCHES. SILT FENCING S. SEDIMENT &SINS AND TRAPS
_S '.,ALE .• 2. WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE IS DESIRED. OMIT SERICEA
C/' - AS SHOWN ON THE PLAN. CLEAR ONLY D. NECESSARY TO INSTALL D UP DEVICES. DIVERSION DROJEC AND
25' OC OR PER AND INCREASE SPRING
SEEDING
TO 40 TO JUKE. SEDIMENT BASIN BERMS MUST BE SEEDED, MULCHED AND ANCHORED UPON INSTALLATION. ANY PROJECT ACCESS
ELEV CH NG ,r 3. TO EXTEND SPRING SEEDING DALES INTO DUNE. ADD 15 LB/ACRE OVER. BERMUDAGRPSS. POINTS SHALL HAVE A GRAVEL CONSTRUCTION ENTRANCE INSTALLED.
AP HOWEVER, AFTER MID-MR. IT IS PREFERABLE TO SEED TEMPORARY COVER. ONERSION DITCHES SHALL BE COVERED WITH S75 OR EQUIVALENT BLANKET MATERIAL STAPLED IN PLACE
SEE SHEET C5 + _ „ NURSE PLANTS 4 3. RENOVATE EXISTING POND AND RISER BARREL CLEAR. GRUB AND GRADE ONLY ENOUGH POND AREA TO ACCESS
FOR ROAD �( / BETWEEN MAY 1 AND AUG. 15. ADO 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE EXISTING RISER BARREL. WITHOUT DISTURBING ONE OUTLET PIPE REMOVE STONE AND 24' PERFORATED RISER
X-SECTION ' w - SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15. ADD 40 LB/ACRE RYE (GRAIN). BARREL MATCH WEIR ELEVATION OF EXISTING 24 INCH RISER AND REPLACE WITH AN UNPERFORATED 3V CMP RISER
__. WITH TRASH RACK. AT 36' CMP RISER WITH HARDWARE TO INSTALL 8` SKIMMER AT ITS BASE. ANCHOR RISER TO
EX. SEDIMENT BASIN SEEDING DATES IBUE OUTLET BARREL WITH A MINIMUM OF 1 CU. YARD OF CONCRETE TO SI AND ANCHOR THE ASSEMBLY. CLEAR,
GRUB TO BE REMOVED ' FF r , FALL AUG. 25�` SEPT. 15 AUG.520 - MT. 25 AND COIRO BAFFLES.SMOOTH R�DENAND REDSTABUSH EMERGENCY SPG POND B070M AND SLOPES. ILLWAY N UUNDISWRHEDSTALL ALEX HOSE, M SOIL STONE
PLANNED SKIMMER
EL�ONS
WINTER: FEB. 15 - MAR. 21 FEB. 1 - APR. 15 AND DIMENSIONS. ENTRANCE AND OR CHANNEL WIDTHS AND SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION
1 V eJ Jx FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE OF THE EMERGENCY SPILLWAY.
t ry0 0 I LESPEDEZA OVER FALL-SEEDED TALL.TA FESCUE IS VERY EFFECTNE 4. CONTRACTOR Is ID CLEAR CUT AND GRUB SITE AND PROPERLY DISPOSE OF DISCARDED TREES, LAP. STUMPS ETC..
SOIL AMENDMENTS 5. GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION
- - - PER REM 4. SEEDBED PREPARATION OF ANY PHASE OF GRACING TEMPORARY OR PERMANENT GROUND COVER SHALL BE APPLIED TO ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
- MULCH CONSTRUCTION OR DEVELOPMENT. PERMANENT GROUND COVER MUST BE APPLIED WITHIN BE CALENDAR DAYS.
a • PER ITEM ]. SEEDBED PREPARATION INSTALL PERMANENT PLANT MATERALS AFTER FINAL GRADE IS REACHED FOR EACH STAGE OF ACTIVITY.
MAINTENANCE S. EXCAVATE AND TRANSPORT OVERBURDEN FROM MINE SITE AND CONSTRUCT BARRIER BERMS. PLACE TOP SOIL
EXISTING CULVERT 8 I '� PER ITEMS 8 & 9. SEEDBED PREPARATION AND PLANT MATERIALS ON THE BERMS AS SOON AS BERMS ARE COMPLETED. EROSION CONTROL NETTING SHOULD
(`TRAVEL CONSTRUCTION EX CULVERT O BE USED TO AID PERMANENT VEGETATED STABILIZATION OF BERM SLOPES AND WITH MORE THAN 10 FEET OF
ENTRANCE 24" METAL PIPE - T'g VERTICAL RELIEF. NETTING SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
/ EXISTING EXISTING EX SILT t 0 WITH CLASS
E PIPE ?' j IMMEDIATE GROUND WORKING
A AT OVERBURDEN
TO DENDIPREVENT EROSION DAMACE,
CULVERT A WITH CLASS "B" '
CLASS "B" FENCE� O ]. ESTABLISH A WORKING FACE AT OVERBVRDEN DISPOSAL AREA. DRESS AND SEED ME REMAINING STOCK PILE.
36" HDPE RIPRAP j �4 'RIPRAP OPERATIONS,
TO WORK STOCK PRE BY MOVING WORKING FACE AND STABILIZED SEEDED SLOPES A6 NECESSARY BY
A \ A Jy OPERA IONS.
8. GRADE AND PLACE STONE FOR THE PARKING AND HAUL ROADS. A
tx � uu �uu �ukvu. _ `}k vv � �v vv 50 l:N1DISTURBLD BUFFER
rP'ml Mal :.,.,F=A„rxv2,w4Ac'.il �'-sgv; aaa�;.=...ae€�'+,3Y m s .„..�„. ,u�aar..NNT+G>a�s�„m S. FABRICATE AND INSTALL ITEMS:
PROPERTY I-INE/PERMIT BOUNDARY C ROAD BARRIER, FENCE AS INDICATED, IF INCLUDED IN THIS WORK
/ TREE oocuuHER. N, AS N WIN T INSTRUMENT OF STs ulo oSSINTU rile Name: GoidSton.dwg _y. �,�%EXISTING / PRESENTED HEREIN AS AN RPOEA OF SERVICE, IS INTENDED Martin Marietta Aggregetea /\
ONLY RED THE SPECIFIC D IMPROPER
PAID UMINC MR S D R WAS
CLASS "B' EX SILT W HOUT WR ION AU „OX2KrON µ �grD°NMY WK PA� DATE REVISION Re1LEIGH, N.C.
RIPRAP FENCE III Wmrour LWBILTn TO WK. PA
-30-09 MLR Como,emW Sediment Erosion Control Plan
200 0 200 400 600 1r�?S.L3L{L{ U U / .-, l 2 B_2�_D9 Buffer
�1 4 3 9-28-09 LWDA Quality
GOLDSTON QUARRY
PATTE R S O N ENGINEERING T. SURVEYING CHATHAM COUNTY, N.C.
P.O. BO%3008-SANFORD, N.C. 27331-3008-(919)7743770 10 7 W. MAIN ST., SUITE 202 4 12-3-09 DENR
S C c l e 1 " 200 T ( ) GARNER. NC 27529 5 1-7-10 Added Ex. Boan QUARRY: GOLDSTON Permit No: 19-20
EXPLORATION SERVICES FAX: 919 774J510 nvM 0 we xa
PHONE [phone] 6 ,n ATE. JOB. NO.
FAX [phone] 7 'wv yixDeao• "Me w s
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THIPRI wcNMEr, r. M M rmN THE LoOF S MO oESNTE File Name: Goldston.dwg _ _ '�,
ONLY MR NEWS IF nH Nsmu AND rK NT FOR a wn:rvom Martin Marietta Aggregates T Cv
ONLY MR WE S OF A PURPOSE R WENT FOR MI CH C WAS - -- ` -
PREMEO. REUSE OF AND IMPROPER N Ar ON F UCCUNEM RALEIGH, N-C.
KMHOUT WH wT Ml wnlO WK, ry u�o nnnvranory ar MYK, vn sN¢L GATE REVISION
' BE WIiHOUi UIBILRY TO RNK, PA
I 7—w—os GUe Comments Reclamation Plan
�LJ'1J 2 6-28-09 Buffer
w 3 9-28-09 Lora O:,Nury GOLDSTON QUARRY
PATTERSON ENGINEERING - SURVEYING CHATHAM COUNTY, N.C.
P.O. BOX 3008-SANFORD, N.C. 27331-3008- [phone] 101 W. MAIN 5 F., SUITE 202 4 12-3—W DENR r
GARNER, NC 27529 5 QUARRY: GOU STON Permit NO: 19-20
EXPLORATION SERVICES FAX: [phone] nwN s w
PHONE [phone] 6 r, T ;Nua �Oa. NO.
FAx (91 9) 779,4056 7 °6m'; , . �.
8 7 F S n 1 7

8 7 6 5 4 3 2
1' FREEBOARD 12- Layer of 5' MIN -r \ MINIMUM VOLUME OF EVUAST:
/5 Washed Stone INFLOW, VOLUME OF RISER - 6' XIS 2 X PI
_ _TOP OF BERM STRUCTURE - 42.4 CU. IT. SCREEN ACCESSIBLE THROUGH DOOR
SKIMMER VI➢E WEIGHT OF OISPLACED WATER 62.4 LB./CM FT X 42.4 CM FT. VEIN
TDP WEIR _ _ _ _- r EMERGENCY
I SPILLWAY PLUS FACTOR OF SAFETY = 2,646 LB. X 1.5 = 3,969 LB.
4' MAX ! �Nf REQUIRED CONCRETE BALLAST 3,969 LB. / 150 LB./ CU. FT.
26 CU FT > 1 CU Y0.
A.A 2' Dcep x 2' Wide FILTER FABRIC
Cut-off Trench
U BAFFLES CROSS SECTION M, FLOAT D
FLEXIBLE JOINT
(RADIATOR HOSE) ORIFICE PLATE
BAFFLES COIR BAFFLES V MM FREEBOARD
PLANT VIEW OUTLET END: CONNECTION
EMERGENCY BY-PASS 3BAAR'REIST:R i0P OF BERM=298.0• TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN.
nVERFILL 6' FOR e-BELOW SETTLED TOP RIM 2INFLOW95P SSPIILLLWAY
/— 21' MIM SETTLEMENT OF DAM STRUCTURE
ELEVATION
`Y1 STRUCTURE .y TRASH RACK 296.E
"SKIMMER
>FABRI
' MIN. .fi1. IXASIN POND ,, ALL SKIMMER'S ARE 4- PVC, ORIFICE SI2E5 FOR
O EACH BASIN ARE NOTW ON SHEET C2
SEVZONE MG �� STRIE RESTING PA➢ ANT-SEEP CIX1AR 2. SKIMMERS INSTNIED IN BASINS WITHOUT RISER BARREL WILL OUTLET TO
_ _ _ _ _ c�9>• \�\ FOR SKIMMER / 12- CMP
NATURAL GROUN➢ INLET SHALL BE PROTECTED ANT -FLOATATION
' MIN. (AS NEE➢EIO FROM EROSION INVERT = 29U.0- DEVICE
FILT WITH RIP RAP, TARP, EXISTING POND 1
MATTING OR EQUIVALENT. PROFILE
STONE SECTIDN TsnxG mssIOeTea
24' CAP PAD
OUTLET PIPE CLASS 'A' RIP RAP
STANDARD SKIMMER DETAIL
NOTES:
*1) INSTALL 8 INCH SKIMMER WITH 6 INCH ORIFICE
2) FOLLOW CONSTRUCTION SEQUENCE ON SHEET C2
3) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF—FULL.
4) INSTALL THREE POROUS RAFFLES PER DETAIL.
5) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
STANDARD ROCK DAM SEDIMENT BASIN
STANDARD SKIMMER ATTACHED TO PERMANENT RISER IN EXISTING POND
INLET
WN z' xiu
C Iso WIN TOP OF DAM cOMPACIED \ C
I � �
STRUCTUREx TARP PROIECNON L/- wD' /
a I.-t0' MINI EDGE AND Blz"1 TARP STEEP CUT OR FILL SLOPE — — — — — N \
MSIR LENGIH
SEE SHEET C2
SECTION THROUGH WEIR 2:1 SLOPE (MAX) 3, TYP 1 1 1 11
SKIMMER DIVERSION 2A-5.5' USE AM GREEN C125 OR EQUAL _
De"'^T°aNc DIVERSION ESA=4.0' USE AM GREEN C125 OR EQUAL
DLVIOE s�ER°iLEwev
CROSS SECTION I
— W/SWZE SEED MIN DITCH
w/swAOSI SEED MIN SHEET cz ,
AND EROSION CONTROLIT M ) � .
NETTING •.i
B.tFmG PI AN VIEW -
'�
TOP OF eErad _
OEWAIfRING RAFFLES (SIC) I' MIN FREEBOARD EMERGENCY
IHFLOM ZONE SPIUw y
STRUCTURE /J\ 9KIMM ELEVATION UPSLOPE TOE POSITIVE GRADE 1.0% MAX.
� N 1 1 1 1 1
DISSIPAATERTER PAID3'WP SIDE SLOPES
WP : (MAX.)
FILL V010s w 2 1MAX/d5] ( \ \ \
• STONE)
LDEVICE
• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - j
INLET SHALL BE PROTECTED (AS �ANT FLOATATIW
NEEDED) FROM EROSION mM RIP CROSS SECTION
RAP, TARP. MATTING OR EQUIVALENT. TOM SUMMERPW PAID OUREf PIPE (12- TYP.)STUNE REST
NOTES:
1) BASIN SHOUP BE CLEANED CUT WHET) CAPACITY REACHES AN ELEVATION REPRESENTING MAT SHE BASH IS HALF-MILL, STEEP (.+(JT OR FILL SLOPE UU I h I
2) THE TARP UI TO PROTECT THE WEIR SHALL BE THE WITH SPECIFIED. THE 1EHGM OF THE TARP SHAH BE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARP TH S ARE TO BE USED, EN HARPS SHALL BE OVERLAPPED AT LEAST 12-. ME REVISIONS
UPSTREAM 12 TARP 9VALL OVERLAP THE DONNSTREAM TAW. THE TARP SHAM BE 50 MIL HEAVY putt SILVER TARPAVUNS 1 1,
J) PROVIDE A MINIMUM OF TREE POROUS SAFFIEB TO EVENLY DISTRBUTE ROW ACROSS TIE 8ASN, REDUCING TURBULENCE. P LAN VIEW PtlbIIS BVHFS IN A SFdMEur BASIN ME fItNY 6
4) BAFFLE MATERIAL MUST BE SECURED AT ME ACTION AND SIDES USING STAPLES ON BY TRENCHING AS FOR A SILT ROD 061Po4JIt➢ EASILY MY.W' THE Sued TO 16DUQ 1
ttW MIES AND Pfie%X MCE FLEA MG M GIE/.I I
5) MOST OF THE SEDIMENT MU ACCUMULATE IN ME FIRST BAY, SO THIS SN XAD BE READILY AVAILABLE FOR MAINIENANCE. SEr1MEW RFTFMWN.
5) WRING ME CONSTRUCTION PHASE OF ME PRO,ECT, PERMANENT STCRMWAMR RISER SHALL ONLY DEWATER FROM ME TO' OF PIPE ,. ,.
7) RIND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER. '..
STANDARD SKIMMER BASIN DIVERSION DITCH 9 BAFFEL DETAIL AND PLACEMENT 313
100' MIN. NOTES 6 B. QUARRY SIDE L ROAD/ADJACENT SIDE /Spy Nme,ee Detail Seen
BUT SUFFICIENT TO KEEP L PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE LL I ' II II II L II II II
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
2 -3" STONE TO BE USED 50' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. - SIDE SLOPES
EXISTING SURGE STONE OR RAILROAD - 2:7 Thu. S.-Om Mn— — 6'-6- uln 6'-e Min—� VI Rigw--Y L L L(SURGE STONE PROPOSED STREET, �— ,
ROADWAY BALLAST) WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR 71 �� f L, -� II�i USE
ENEROSION VERTICAL CONTROL
IS END
-a-
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL - T IL END PANEL-TYPE END PANEL-TYPE II _
REQUIRE PERIODIC REMOVAL OF SEDIMENT LADEN STONE AND U[ 7J� _ III I M Y ` f[" GREATER THOU 10'.
1LI {L � II; III 16 Irlll u p
f. REPLACEMENT WITH FRESH STONE Ij .L LI -I f 2Min. £
r
L t' a U_ StIWI fne DI
�9—Go. ema�ll gall. O VJ_J_ Twinm wl or wootl Rnr '.
TOP OF BERM — LINE PANELS
PLAN VIEW --
ll _
v v pe.t NOTE: I- Ili
(wood or
Al Added
+Art al Me mm(nun.
Weight
as botII deal UNTIED STATES DEPARIMEM OF ME INIBE
SIDE SLOPE OF BERM eH ienw and a rock eeadma m 5O lee. wMn 1. 3w specYrcatiana for tee IOIMan 1-
n (min. rep ) w ag: BUflEAOr
OF 0 EMEHT
60' MIN. NEW CONSTRUCTION apooe between bodam elm and pound Intern 2D inches, a. RaDo of ended to wood line aorta. NTs F TELTWMALCOHEN
EXISTING ROADWAY 40' MIN. STAGGER b. Port pannq. Ienl,Bn ace used.deA .n ground.
STRESS PANEL PANEL AT MINOR DEPRESSION Type er nd Pants to bM used. rITNCeL
d. Type of wine to I Lend. Spike siking BARBED WIRE FENCE
. SPa6ng between wine. m. long (3-WIRE)
�t 2" MIN. �_ xMmxr of etays per soon 0.). MORTISE as TDTTAIL
Be MIN, omp+m by we.rt
STAGGER RENEICm
APPROVED
A , - SAFETY ALWAYS MINK DRwwH uALE WINE A
FABRIC UNDER STONE DATE zs 1 of
DRAWING No. o2e34-z aLMzea4z.Dwc
CROSS SECTION TREES
MIS N E HURL TOGETHER IN ME GOOF SE AND DESIGNS
ONLY FOR HEREIH. As AN N6ME AND OF SERVICES, IS 1NIT WAS File Name: Goldston.dwg Martin Marietta Aggregates,_
ONLY FOR ME SFLOFlC D IMPROPER
AND IXIEM FOR WHICH R WAS — —_— —--
VISUAL BARRIER BERM (TUTS) w�lwr DWRRTTEN AUTHORIZATTIIONxAMC �mx��pp SHAM DATE REVISION RALEIGH, N.C.
BE WIMOUT LLAMUTY TO RICK, Pa
7-3o-09 o1R Cemmenta Erosion Control Details
G 0n d
STANDARD CONSTRUCTION ENTRANCE 2 8-27-M Buffer
��
3 9-28-09 Lane QualityGOLDSTON QUARRY
PATTE R S O N ENGINEERING - SURVEYING CHATHAM COUNTY, N.C.
P.O. BOX 3008. SANFORD, N.C. 27331-3008- [phone] 1 01 W. MAIN ST., SUITE 202 a 12-3-QB DENR
GARNER, NC 27529 5 QUARRY: GOLDSTON Pers ut N0: 19-20
EXPLORATION SERVICES FAX: [phone] OMa DT aNa p,
PHONE [phone] 6 « Mti_N JOB, NO.
FAX [phone] 1 ] Mr. ut,"nma. MELT Ice e
8 7 6 5 4 3 2 1

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
RALEIGH CENTRAL Office
FILE ACCESS RECORD
SECTION LQS Mining Program DATEfFIME ZC/.F
NAME isdrtn/ L✓f rr cRtf.! REPRESENTING
Guidelines for Access: The staff of the Central Office is dedicated to making public
records in our custody readily available to the public for review and copying. We also have
the responsibility to the public to safeguard these records and to carry out our day-to-day
program obligations. Please read carefully the following before signing the form.
t. Due to the large public demand for file access, we request that you call at least a
day in advance.to schedule an appointment for file review so you can be
accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m.
Viewing time ends at 4:45 p.m. Anyone arriving without an appointment may
view the files to the extent that time and staff supervision are available.
2. You must specify files you want to review by mine namelpermit no., as
appropriate. The number of files that you may review at one appointment will be
limited to five.
3. You may make copies of a file when the copier is not in use by the staff-anu if'
time permits. Cost per copy is 2.5 cents for ALL copies if you make more than
25 copies—there is no charge for 25 or less copies. Payment is to be made by
check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not betaken from
the office. No briefcases, large totes, etc. are permitted in the file review area.
To remove, alter, deface, mutilate, or destroy material in public files is a
misdemeanor for which you can be fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
6. - The customer must present a photo ID, sign-in, and receive a visitor sticker prior
to reviewing files.
MINEY NAME l PERMIT NO. COUNTY
.Szcf 4. G s�r
3!
41
5.1
Signature/Na f Firm or usiness. Date Time In - Time Out
Please attach usiness card to form X available

• Complete demo 1,2,add 3.Also complete a Signature
Rem d 1 Restricted Delivery Is desired. Llr t
• Print your name and address on the reverse X ❑Adoreasee
so that we can return the card to you. S. Revived by(PMted rmaig) G. pate of DalNery
• Attach this card to the back of the mailpiece, 3 3 3 mot:
or on the from if space permits,
t. Amcm Adore sea W. D. mdmrv�y.ldrwedm�aen�r�Gn n•n`y�❑yam
Oyes.enmraetivM add uzi ,�)�
mow ❑ m
Mr. Bobby A. Branch yB A Branch Properties LLC u-
402 Forestwood Road --
Sanford. North Carolina 27330 used hmg ❑ MaII
I Is@red Return Rapal ar Merchandise
❑ Maurad Mail ODD.
I6. RaNdcled Oeliv�avll�/a Fee) ❑Yee
z Mide Rranm '.11111 7 0 0 8'1111300i 0000, 11251 12 7 9 0
fiAns/erhpm aerNde dbap ,. .
PS Form 3811,FeWuary 2DD4 Ddn Ream Recelpt t! 1� tw

UNITED STATES &ChSI9�.. �E." ,C ,-,
' L •• �L'� �I ��w. BNIk'MNi
n
Sender: Please print your name, address, nd ZIPP++y -tti box'
Division of Land Resource "Poo
DENR. Land Quality Section Q >
1612 Mail Service Center
Raleigh, NC 27699-1612
1`L 1_fJUU h III lllllll lllll III[fill[III III fill l lllllllllllll lllll III[III

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nrplfe./tmdtxa.: 11411A�t CauYay: ( ',d,a;��YY�-� Dah,ecxnRd: `, 31) 911
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Date: RWded Reed J/)S/d
❑ DfvbfVKt WafeFRMTX Date: Rildd Red
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(aMhII new aphmuam aMa mdi titan Yequnds Thal old lad to t6rwt)
Pkae nwtc oust 3 rgga o(tha apdtrdmw and airy kraUm mars to- -
❑ DfAd(%of PmIB&R mba Date: Rasa( Reed
❑ NC Ge k�d Survey sectum Date: Ranted Ra'd
❑ Dmm Maw mherlec Date: KXW Rend
❑ DivlSW Sell A Water Caaervdn (rhuLEA) Date: Radad Ra'd
(orell w gykrauam and m4caum mf&Out add lad to the"i)
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(only new ayAwfam)
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Martin Marietta Mat als ^^
VENDOop. DATE ' CHECK NO
v -
P.O. 80% 30013 PALEIGH, NORTH CAAOLINA 27622-0013 171987 0211811 1 . 1182356
"; DATE= 'INVOICEICNEDIT GO055'AMT , ; ADJIDESC 'DISCOUNT NET AMOUNT
02/10/11 17198799008021011 100.00 100.00
THE ATTACHED CHECK E w PAYMENT TOTAL: 100.00 0.00 100.00
FOR ITEMS DESCRIBED ABOVE

Martin Maria Materials
P.O. Box 30013
Raleigh, North Carolina 27622-0013
Telephone[phone]
Daniel C. Shephard
E.acmiw Vim Aeeidem
March 9, 2011
Ms. Judy Wehner
Assistant State Mining Specialist 7NAR
VFD
NCDENR — Division of Land Resources
1612 Mail Service Center 8 2011
Raleigh, NC 27699-1612 1
Subject: Transfer of Mine Permit No. 19-20
Goldston Quarry—Chatham County, NC
Dear Ms. Wehnec
Pursuant to the procedures outlined for transferring a Mine Permit I would like to submit this
letter related to the B. A. Branch Properties, LLC, Goldston Quarry located in Chatham County.
This site is covered by Mine Permit No. 19-20 issued by the Division of Land Resources. By
submittal of this letter I am requesting that Mine Permit No. 19-20 be transferred to Martin
Marietta Materials, Inc.
Enclosed please find the following items required to complete this transfer:
• One original and one copy of the first 3 pages of the mining permit application form
• One original and one copy of a completed Land Entry Agreement
• Two copies of the updated mine maps
• One original and one copy of a letter from the existing permittee requesting transfer
• A check in the amount of$100 to cover the processing fee
The sites operated by Martin Marietta Materials, Inc. are covered by a blanket bond and this site
will also fall under that coverage.
Please get in touch with this office if an ,rildZlitio al information is needed on this matter.
Sincerely,
Daniel G. Shephard '
Executive Vice President

APPLICATION FOR A MINING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Goldston Quarry County Chatham
River Basin Cape Fear
Latitude (decimal degrees to four places) 35.5785
Longitude (decimal degrees to four places) -79.3035
2. Name of Applicant* Martin Marietta Materials. Inc.
3. Permanent address for receipt of official mail** P.O. Box 30013
Raleigh, NC 27622-0013
Telephone [phone] Alternate No. (919) 781-4550 _
4. Mine Office Address Greensite
Telephone ( )
5. Mine Manager To Be Determined
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. - Date -4bl
Print Name Daniel Shephard
Title Executive Vice President
* 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 ofcompany 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 tiling of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
- 1 -

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 he clearly conveyed on a corresponding,detailed mine map.
A. GENEIIAL 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.:
Total permitted acreage (this is the acreage that the "renewal" fee will be based upon):
❑ 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.ofthis application form
entitled Notification of Adjoining Landowners).
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 modification"
fee of $100.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the
acreage to be affected within the acreage to be added to the permit (the total acreage to be added to
the permit is the acreage that the "major modification" fee will be based upon):
® If this is an application for TRANSFER of a mining permit,indicate the mining permit number and
the total (overall) acreage covered by the existing permit.
Mining Permit No.: 19-20 "Total permitted acreage: 17$.$
SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO BE
PAID FOIL THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: Metavolcanic Rock
3. Mining method:
Hydraulic Dredge Front-end Loader & Truck ❑ Shovel & Truck
Dragline & Truck Self'-loading Scraper
Other (explain):
4. a. Expected maximum depth of mine (feet) 300
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
Natural Ground Level
b. I---xpected average depth of mine (feet) 300
-2 -

APPLICATION FOR A MINING PERMIT A
5. Has any area(s) at this site been mined in the past? Yes ® No ❑
If yes, when and by whom was this activity conducted? Glover used this site fora_ borrow nit
during the expansion of Hwy. 421. Date of this work is unknown.
6. Number of years for which the permit is requested (10 years maximum): 10 Years
B. MAPS
1. Clearly mark and label the location of your mining operation on six(6)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
maps, 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, 5`h Floor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
www.g,e logy.enr.state.nc.usl
County highway maps may be obtained from the N.C. Department of Transportation:
North Carolina Department of Transportation— Geographic Information Systems (GIS)
Mailing Address: Physical Address:
NCDO`I' CIS Unit NCDOT GIS Unit
1587 Mail Service Center 3401 Carl Sandburg Court
Raleigh,North Carolina 27699-1587 Raleigh, North Carolina 27610
[phone]
www.ncdot.org/it/gisContact/det'aLlIt.11tMI
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, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum 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. 17�xisting 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).
C. 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.
m. 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 a[I 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 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.
-3 -

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.
LANDOWNER: A PLICAN'r•
Signature: ( Signature:c- I
Print Name: Daniel Shephard Print Name: Daniel Shephard
(Title, if applicable)
Company Martin Marietta Materials, Inc Title: Executive Vice President
(If applicable)
Address: P.O. Box 30013 Company: Martin Marietta Materials, Inc
Raleigh, NC 27622-0013 Mine Name: Goldston Ouarry
Telephone: (919) 791-4550 Telephone: (919 ) 781-4550
Date Signed: 3�b//t Date Signed: SA p
*Signature must be the same as the individual who signed Page 1 of this application.
One original and five (5) conies of the completed application,six (G) conies of all location mans, mine mans
and reclamation mans, and the appropriate nrocessin2 fee(see next page for fee schedule)in the forma check
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].
- 18 -

March 1, 2011
Ms.Judy Wehner
Assistant State Mining Specialist
NCDENR—Division of Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Transfer of Mine Permit No. 19-20
Goldston Quarry- Chatham County, NC
Dear Ms. Wehner:
Pursuant to the procedures outlined for transferring a Mine Permit I would like to submit this letter
related to the B.A. Branch Properties, LLC, Goldston Quarry located in Chatham County.This site is
covered by Mine Permit No. 19-20 issued by the Division of Land Resources. By submittal of this letter I
would like to request that Mine Permit No. 19-20 be transferred to Martin Marietta Materials, Inc.
Please get in touch with this office if any additional information is needed on this matter.
Sincerely,
Bobby A. Branch
B. A. Branch Properties, LLC

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
July 15, 2013
Mr. Brian North, PE
Martin Marietta Materials, Inc.
413 S. Chimney Rock Road
Greensboro, North Carolina 27409
RE: Mining Permit Nos. 01-02, 01-08, 04-08, 07-57, 13-23, 13-25, 14-07, 18-01, 18-09,
19-20, 23-02, 25-12, 26-51, 29-03, 34-09, 35-08, 36-12, 36-25, 41-04, 41-05,
41-06, 41-07, 41-18, 41-23, 42-08, 42-15, 49-01, 51-18, 51-46, 52-07, 53-01,
55-02, 60-01, 60-02, 60-04, 60-09, 62-41, 63-09, 65-01, 67-01, 67-39,68-02,
71-09, 73-01, 74-02, 76-02, 77-21, 79-06, 80-01, 80-02, 90-02, 92-01, 92-11,
92-12, 98-30 and 99-05
Alamance, Anson, Beaufort, Cabarrus, Caldwell, Catawba, Chatham, Cleveland,
Craven, Cumberland, Davidson, Forsyth, Franklin, Gaston, Guilford, Halifax,
Iredell, Johnston, Jones, Lee, Lincoln, Mecklenburg, Montgomery, Moore, New
Hanover, Onslow, Orange, Pender, Person, Pitt, Randolph, Richmond,
Rockingham, Rowan, Union, Wake, Wilson, and Yadkin Counties
Cape Fear, Yadkin, Tar-Pamlico, Catawba, Broad, Neuse, Roanoke, and White Oak
River Basins
Dear Mr. North:
Your request to have the corporate name changed on the above referenced mining
permits from Martin Marietta Aggregates to Martin Marietta Materials,.Inc. is hereby approved.
As we have received the required surety in an amount sufficient to cover these operations, I
am enclosing new cover sheets for each updated mining permit. The permit number,
expiration date and mine name shall remain the same as before this corporate name change.
Please attach this approval letter to your existing_mining permits for future reference.
Please review the cover sheets carefully and notify this office of any objections, questions or
corrections that may need to be addressed.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612-,Telephone [phone] FAX:[phone]
512 North Salisbury Street, Raleigh, North Carolina 27604• Internet: htt :11 ortal.ncdenr.or Iweblirlland ualit
An Equal Opportunity 1 Affirmative Action Employer-50% Recycled 110%Post Consumer Paper

Mr. North
Page Two
Thank you for your cooperation in this matter. If you should have any questions, please
contact Ashley Rodgers, Assistant State Mining Specialist, at [phone].
Sincerely,
� 7
(kv
Janet S. Boyer, PEA
`State Mining Specialist
Land Quality Section
JSBIar
Enclosures
cc: Mr. Matt Gantt, PE
Mr. Brad Cole, PE
Mr. Pat McClain, PE
Mr. Zahid Khan
Ms. Laura Herbert, PE
Mr. John Holley, PE
Mr. Dan Sams, PE
Ms. Shannon Deaton -WRC, wlenclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
Pile

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF-ENERGY, MINERAL, AND LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, "The Mining Act of 1971," Mining
Permit Rule 15A NCAC 5 B, and other applicable laws, rules and regulations
Permission is hereby granted to:
Martin Marietta Materials, Inc.
Goldston Quarry
Chatham County - Permit No. 19-20
for the 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

Rodgers, Ashley
From: Brian North <[e-mail]>
Sent Tuesday, June 25, 2013 10:46 AM
To: Rodgers, Ashley
Subject: RE: Additional LEAS needed for Martin Marietta name change
Ashley,
Thanks for the work on this request. We will provide the revised LEA's back to you
ASAP. Also, congratulations on passing the PE !! I know you put in a lot of hard work. Take
care.
Brian K. North, PE
Division Environmental Manager
Martin Marietta Materials, Inc.
[phone] (Office) '
[phone] (Mobile)
From: Rodgers, Ashley fmailto7ashlev rodgers@ncdenr gov1
Sent: Friday, June 21, 2013 2:19 PM
To: Jay Nivens
Cc: Brian North
Subject: Additional LEAS needed for Martin Marietta name change
Jay,
As discussed, I will let this email serve as my request for additional information for the Martin Marietta Materials, Inc.
name change.
After a file review, the following permits need new Land Entry Agreements to provide the correct applicant name
(Martin Marietta Materials, Inc.):
04-08 Pee Dee Quarry
23-02 Kings Mountain Quarry
36-25 Gaston Quarry
60-04 Matthews Quarry
90-02 Bakers Quarry
In addition, we are requesting new Land Entry Agreements for the following permits to provide the correct Quarry
name:
18-01 Hickory Quarry
68-02 American Stone Quarry
Please provide completed,original Land Entry Agreements for each of the mine permits listed above. As always, let me
know if you have any questions.
Thanks,
1

Ashley Rodgers, PE
Assistant State Mining Specialist
NCDENR Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699
[phone]
[phone] -fax
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
i
I
i
2

MINING CHECKLIST FOR ROUTING
AJJkQb Name: tt)G ei1,1 I !lu,y{/ca.yi,a Projtd Naw: `✓Q cI (, w >
lrit
I
Afflk/PmeftNo.: caodJn VG I: Ok-5 We xersivd: 4")I-I ) ,
RmteRm 1=i . I<u'�Vy't:e5 Rtwr B&N Name: VO ; 1 0 L 11:
❑ No ❑ Ram al ❑ MIXd�tfatl0a (tR4depere4t dmltldq/lCi)
❑ Madomaml (mmb*ymRbadefes) EJ Transfer ❑ R&W
❑ POW Rek W ❑ AdbUmod mfmm4am ❑ Fa Needed:$ �:I Pa R IVA $ 5 J%OQ,
P6 m mde mum appuce m&a w tm
rWop
rn Rgf°Nd P"` WM*te r%1°; 'LC ROWW C ft MS^Dll Ahm RQl � 2 (2 aRah f)1[ 5 Mlq RNI[I1
CIIttR&m mm an and atfah WA fAe DWQ_ad DAQ"M"Ayyl(WWI RfN FeW b Nn afhtr tan;tend bath WY16 to the Romd
ell
Date: Rmtted in! I i I j Reed
❑ Dtvf4m of Water RfJmleaS Date: RMded Ra'd
❑ NC WUTA Rm =CONMdidn Date: Routed Reed
L: us Fish A WIWUf[ s[rvfa Date: RAfed ReCd .
(only m TUC&M od mmyteadem rey &that add W to flu"0
Pl!"route fiat 3 paArs of the affhmffm ad ally b4dim mm b:
❑ DMum Of Pads A Ranattm Date: Routed Ra'd
❑ NC Gea68tead survey secttnn Date: Rm4ed Ra'd
❑ Drywa of Mafu Ffsherla Date: RM4ed Ra'd
❑ DM40 of So l A Water Comervatim ((yk UA) Date: RXW Reid
(Only nan Tlkdfmnt ad a*almt m?eas tha add End to the yetmlt)
❑ DWWmt Of Aallives A HIdory Date: Rmded Ra'd
(only nea Tft=am)
❑ other: Date: Rmddl Rend
e eSmyenz Dade fort' Comm&.. tJ/ V-t (w ldnr dum 25 dayr from =lyt)
❑ P6aa note tki fuboy:
I�li1 L'.�:• 1+1P v1?tic._ , iis t ' JOr,.,t
(y
f )�

lJ!�iWfi'(,U(
Martin Marietta Mlateria9s C
F v v
Greensboro District RECE M
413 S Chimney Rock Road
Greensboro, NC 27409 JUN 0 4 2011
Telephone: [phone]
Fax: [phone]
Div of Land Resources
May 31, 2013 CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7010 1670 0000 5792 1231
Mr. Tracy Davis, PE, CPM
Director, Division of Energy, Mineral,and Land Resources
North Carolina DENR
1601 Mail Service Center
Raleigh, NC 27699-1601
Re: Request to Change the Name on Existing Mining Permits
Dear Mr. Davis:
Thanks for taking the time to meet with Yvonne and me on Monday, May 6, 2013 to discuss the legal
ownership name and reclamation blanket bond for all of the North Carolina mining permits that have been
issued to Martin Marietta. As we discussed, the company time that has been listed on our mining permit
applications in the space for "Name of Applicant' for many years has been Martin Marietta Materials, Inc.,
though the mining permits have been issued under the name of Martin Marietta Aggregates which is an
operating division of Martin Marietta Materials, Inc., but not a separate legal entity or subsidiary. In review
of the permits issued for Martin Marietta's quarries, we have determined that all of the previous mining
permit renewal applications and the most recent mining permit modification submittals have been requested
using the corporate legal name of Martin Marieaa Materials, Inc., along with all of the associated Land
Entry Agreements that are currently on file with your Department. Therefore, it is our understanding that the
documents currently on file with your office are corfecl, and it is not necessary to submit additional
documentation.
The attached Surety Rider reflects a correction to the time of the Principal of the existing Reclamation
Blanket Bond from "Martin Marietta Aggregates, a Division of Martin Marietta Materials, Inc., a
Subsidiary of Martin Marietta Corporation" to "Marlin Marietta Materials, Inc." It,is our desire that all
existing and future mining permits that are issued by your Department to Martin Marietta be listed
with the legal corporate name of Martin Marietta Materials, Mr. Attached is it list of the permits which
are affected by this request. A check for $5600 is attached to cover the $100 processing fee for each
permitted quarry.
If you have any questions or need additional information, please feel free to contact me at(336) 389-6616 or
e-mail me at brien.notth0martinnlaricha.com.
Sincerely,
MARIETTA MATERIALS, INC.
0 �f
Brian K.i rtIt PE
Division Environmental Manager

LIST OF PERMITS FOR
MARTIN MA.R.IETTA MATERIALS, INC.
May 2013
Arrowood-60-01 Asheboro-76-02 Bakers-90-02
Belgrade-67-01 Benson-51-18 Bessemer City-36-12
BlackAnkle-62-41 Bonds-13-23 Burlington-01-02
Caldwell-14-07 Castle Hayne-65-01 Central Rock-41-07
Chapel Hill (American Stone)- Charlotte-60-02 Clarks-25-12
68-02
Cumberland-26-51 Denver-55-02 East Alamance-01-08
Fountain-74-02 Franklin-35-08 Fuquay-92-12
Garner-92-01 Gaston-36-25 Goldston-19-20
Hickory-18-01 Hicone-41-06 High Point-41-18
Jamestown-41-04 Kannapolis-80-01 Kings Mountain-23-02
Lemon Springs-53-01 Maiden-18-09 Mallard Creek-60-09
Matthews-60-04 Onslow-67-39 Pee Dee-04-08
Person-73-01 PollocksvilIe-52-07 Pomona-41-05
Raleigh-Durham-92-11 Reidsville-79-06 Richmond-77-21
Rocky Point-71-09 Rocky River-13-25 Salem Stone-34-09
Selma-51-46 Statesville-49-01 Thomasville-29-03
Viewmont-41-23 Vanceboro-07-57 Vass-63-09
Weldon-42-08 Weldon I1-42-15 Wilson-98-30
Woodleaf-80-02 Yadkin-99-05
Land Quali"C Mine Permits for MMM,Inc

R
LAND QUALITY SECTION
Budget Noi 226S
Date Reed: 7 5/21/2010
Operator IB A BRANCH PROPERTIES INC
Bank: JFIRST BANK
City. BROADWAY
Debit: 7 —
Crodit: $94,400.00
Date Released: 4/28/2011
Permit Nov: 19-20
Comments:
Received by:
Date:
Released by: ,n/J 9_ Dale: -1 O'/ 1 n
KAUIlltte�

r ..
ASSIGNMENT OF .SAVINGS ACCOUN i
This Assignment, made and entered into ::-e _ 20—day of 'Ian. 20 10 by
and between
8 A Branch Properties LLC ; 402 Fores tweed Park Rd , Sanf ord ,NC
_ ,__P _ _ ,_
(applicant) (address)
City of Sanford „ Court+of Lee___ _ .-tale of North
Carolina and me Ncnh Carolina Department of Eev�ronment and Natural Resocrces: and
WHEREAS, T-:e uodersigner, 3 A_ Branch Properties LLC
tapd,;canf)
(hereinafter refemec :o as 'Cperaton') is desirous cr angaging in mining opera'-cs In the Stare of
North Carolina and such r..ining opet cdcls are SLZ: yct to the provisions of:he ',;xing act of 1271,
Article 7, Chapter 71 cf the General Statutes of N:, ,h Carolina; and
WHEREAS, NCCS 7456 regeires that mire operators cbiain a parmi! `pro the Cepartment
of Environment and Natural Resources (hereinaf,erreferred to as "Departmec _efore engaging
in mining operations, and NCCS A-54 racuires t1.et a surety bard it. 'ever cf ibe State be
maintained or at, security be riled vdth the f:e;e.-r.•.ae!, In mnne6on
with said permit; and
WHEREAS, C_er=ter has s =2t,iocs aCcaL-. i❑ First Bank
`Lank r:a:_:
at 229 N . Main_[ _ _...__r.. �'hvU, Broadway , Countyaf
(address)
Lee State of Ncnh Caroiir.a, Savings Account No. _SIM—
and
WHEREAS, `.CGS 4-d . autY;crizs. DO,.__. ren! to accect fro :, (__..::_:
�- an
assignment of a savings acm.Lint .; a 1 io.2h�i:arci:r.a rank, in !ieu rf a s.ureb/
NON), TEE'<E- R . i is-a:icn: AEn1 d ": ;h- r and tr:e Dep2a.re.-: accenting an
assignment of said sai, s accaur::: i,: Eau of -r. ;r.;srr band, the zxrl�rsigned C-er=_tor does
hereby sell, assign. trer.s ar. s=t ovar 20 the Decor—=.nt of Fnvimmmnnt and Nor_:=_i Rescurces
Clinety-four thousands four hund;!ia-s „94140000 _) cr' s--.son
(dollar amooei wdrs)
deposit in his name in __Fi rst Bank , City af_Broadway_
(bank name)
County of Lee Spate cr VcGh Carolina, Savings AcccnWo. _
form'-: '�uthcrizas , First . Ban'<
!`_cn game)
to pay over to the Departmsm of -r,;rancant and "a.'utat Resources the abcve �r of
Ninety-four thousand , four hund -dot;a ; ii:_ 94_s 400_00 of the above
(dollar amount wrde:nj - ..
money deposit in the abcve account in his name.
1 'Q

The ccctlCII c! for ^r, :asslrcrnant is fret it Ilse assiynrr ==_r'
rc- -�cr cc, dur-;s :he
mining operatic ns raithfuiiv, nenest!v, and lawfully and n ccmc acre with ::-.e -eeuirements cf the
Mining Act ut 1971 and aculk'an e RujPs and ia;tlaticns adected uursuan; :-aretc, then th.s
assignment shall be null and vc'd: eth rwise it shall remain in CIA force arc =:feet. Compliance with
the,requirement cr he .Mining Pc: of 1ff7 1 arc. soplwable Rule: and Rec'.daticns shall be
determined by she Department.
This assignm=_nt Is made c..nd 6rc. .-_ savings account
!;:: escaak, iecvii�relc, =_;c.
is to be held bv ''he Cepa"'rien,t as s�i!aterai -;Js : F:u all direr.'or India act :abilities of the
assignor Cperat�r -C the 2ssicnee !_leparmen': that me:v arise cv reasoe er -a dining Act 1971,
Article 7, Cha 1 r .ha III,sSe_ ulas anl•ra.I1. a , :
This ass!ccrnentsr,ail t:,. .:.i:ec au:;:a!traG_r; ;, Firs[ Bank
to pay said sum to Ce^.ahrricni ail dernare i;y i;e;zY;r nt-
15',na'ura J4C�d
7v -.--- `�� NOTARY
i'i2tar; n^ii::. PUBLIC
oousr?U
: ACKNOWLcCGE�t�id-i 3Y 3AN!<
The foregoine ?Sstcrment of Sac;�rs ;lcr,_unt Is ilmbv acknowledged -:s - :av of
May b_1.0 � . . -,olad9eu a abovenenticned
account shall r•ct 'ue =.A,.,_. ,c �' - i?er. ! ! ; a the ass cr,^ent
remains in erect. pp��
This the 20 .:,y of_M ;:010 a"l-°u"'�L_ —
PO Box 139 BroadwaYt NC _ 27505 Matt Jac_kson
I.
Sworn to before Me :Irla �" _ day of
Notary Public 4 ( C�Si L
My Commissicc ,oiretg
P LEAS E MAI L T'.-!I S =On- fr,)9iVj iF'.°.%T"rACH' ^I STRU MF�=-SI.Jl",4E1:0 LOWL4G
ADDRESS:
LAND QUALIT`!
1612 Mail Service Carter
Raleigh, NC 276�P.-?c1 r.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
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 for the above referenced mine site has been found
to meet the requirements of G.S. 74-51 of The Mining Act of 1971 . As we 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 1971. 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 by an incorporated city or county or by any
agency or department of the State of North Carolina. Please note Operating Condition No.
4D.
As a reminder, your permitted acreage 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 objection or questions concerning the terms of the permit.
A Sincerely,
Francis M. Nevils, Jr., PE
Section Chief
FMN/jw
Enclosures: Permit No. 19-20
Notice of Issuance
cc: Mr. John Halley, PE
Ms. Shannon Deaton -WRC, w/permit
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
US Fish and Wildlife Service, wl permit
1612 Mail Service Center, Raleigh, North Carolina 27399-1612 • Telephone [phone]!FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604 • internet:http://www.dIr.enr.state.nc.us!oages/landquafitysection.htmI
, n Equal Opportunity 1 Affirmative Action Emcloyer-50%Recycled 1 10%Post Consumer Paper

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 68, "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
Goldston Quarry
Chatham County - Permit No. 19-20
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
a
ail 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

Page 2
In accordance with the application for this mining permit, which is hereby approved 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 transferable by the permittee with the following exception- If another
operator succeeds to the interest of the permittee in the per mining operation, by virtue
of a sale, lease, assignment or 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 complied with 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
complying with 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 context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S, 74-49.
Expiration 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:

Page 3
OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Division of 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 including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality.
B. During processing operation, water trucks or other means that may be 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 accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained between any affected land and any
adjoining waterway or wetland to prevent sedimentation of that waterway or
wetland from erosion of the affected land and to preserve the integrity of the
natural watercourse or wetland.
r
C. All buffer zones shown on the Erosion Control Plan, Sheet 2 of 5, last revised
January 7, 2010 shall be maintained to protect adjoining property. These buffer
zones, with the exception of the installation of required sediment control
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 prior to beginning any of the initial land disturbing activities
indicated in the approved application for a mining permit and any modifications
to this permit thereafter.

Page 4
B. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, 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 natural watercourse in proximity to the affected land.
C. All mining 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 potential
wetland area until any necessary permits and/or approvals from the Division of
Water Quality have been obtained. No excavation of the Mining Area shall take
place until said permits and/or approvals have been obtained.
E. An erosion and sediment control plan(s) shall be submitted to the Department 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 deemed 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 shall be stabilized within 60
days of completion. Furthermore, a minimum ten (10) foot wide horizontal safety
bench shall be provided at the top of the rock and at the toe of any overburden
slope.

Page 5
7. Surface Drainage
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.
8. 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.
09 ).0
`c
).s - s
o I.0
a o. �A
n.rs Ana.:c
q 0.e — U.1
i 0.5 '_ ).0
5.q O.ai 9.1
Q
0'= r 12
� I
1 :u zo :a
Blast Vibration Feequency, Hz

Page 6
B. 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
Wv2
V = 160(D,)"''
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 second).
The peak particle velocity of any component shall not exceed 1 .0 inch per
second, for the purposes of this Section.
C. Air blast With Monitoring.
Air blast overpressure resulting from surface blasting shall not exceed 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 sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System in Hz in dBL
0.1 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
D. Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
U = 82 (DfWasa)-1 2

Page
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).
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).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blast/overpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keepinq:
The operator shall maintain records on each individual blast describing: the tota€
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 permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting
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 if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.

Page 8
G. Flyrock Prevention:
The operator shall take all reasonable precautions to ensure that 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 flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken-
1. A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.
1. Studies:
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
r
period for which notice is requested.
9. High Wall 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.

Page 9
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and public
thoroughfares to screen the operation from the public. Additional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.
B. In addition to grasses, long leaf and/or Virginia pines or other acceptable
evergreen species shall be planted as deemed appropriate by the Department to
improve visual and noise buffering.
11. Plan Modification
The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/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 the Department prior to
on-site implementation of the revisions.
12. Refuse Disposal
A. No on-site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality 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 Mining 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 products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or ;heir 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
following materials to be "mining refuse" (in addition to those 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

Page 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 the
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. Bondina.
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 the
approved application. This security must remain in force for this permit to be 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.
r

Page 11
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 mimed area that are,
or are likely to become noxious, odious or foul.
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.
6. Permittee shall conduct reclamation activities pursuant 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.
RECLAMATION 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:

Page 12
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 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 before
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. 12.A.
through D.
F, The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
Disturbed areas shall be permanently revegetated according to the Revegetation Plan
prepared by Jaynes Izzell dated May 20, 2009.
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.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.

Page 13
Permit issued this 27th 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
i
You have previously expressed an interest and/or are listed as an adjoining landowner
in the application for a mining permit filed by 8 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 27. 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 the Office of Administrative
Hearings pursuant to N.C.G.S. 150E-23 of the Administrative Procedure Act (APA).
If you 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 the mailing of this notice to you. -
If you file a contested case petition, it must be in writing and in the form prescribed by
N.C. General Statutes 1508-23. File the original petition and one copy with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.
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 the petition to Ms. Mary Penny Thompson, Registered Agent and General Counsel,
Department of Environment and Natural Resources, 1601 Mail Service Center, Raleigh, NC
27699-1601 . `j/7,/ [//j
ill
James D. Simons
1 Director
Division of Land Resources.
North Carolina Department of
Environment and Natural
Resources
This notice was mailed on 6 C2
Brenda Harris .
Mining Program Secretary

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
FILE ACCESS RECORD
SECTION LET_ Qu,}L_IT`l__ DATEITIME j��73�l0
NAME i_TF_,SL4gj-iA REPRESENTING MAR-r,11j MA•21erT4
Nth7�p ems, fN�--.
Guidelines for Access: The staff of the Central and Regional Offices is dedicated to
making public records in our custody readily available to the public for review and copying.
We also have the responsibility to the public to safeguard these records and to carry out
our day-to-day program obligations. Please read carefully the following before signing the
form.
1. Due to the large public demand for file access, we request that you call at least a
day in advance to schedule an appointment for file review so you can be
accommodated. Appointments are scheduled between 9-.00 a.m. and_3_:00 p.m.
Viewing time ends at 4.45 p.m. Anyone arriving without an appointment may
view the files to the extent that time and staff supervision are available.
2. You must specify files you want to review by project number or name, as
appropriate. The number of files that you.may review at one appointment will be
limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if
time permits. Cost per copy is 2.5 cents for ALL copies if you make more than
25 copies -there is no charge for 25 or less copies. Payment is to be made by
check, money order, or cash in the administrative offices, or upon receipt of an
invoice.
4. Files must be kept in the order you received them. Files may not be taken from
the office. No briefcases, large totes, etc. are permitted in the file review area.
To remove, alter, deface, mutilate, or destroy material in public files is a
misdemeanor for which you can be fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
6. The customer must present a photo ID, sign-in, and receive a visitor sticker prior
to reviewing files.
PROJECT NO. 1 PROJECT NAME COUNTY
1.- F, • A g�ric� t /G 4 u-Ds`Con[ �utt `1 �-NR TN'�tt�(
2.
3.
4.
5.
1 Z 13 o
Signature/Name Firm or usiness Date Time In Time Out
Please attach business card to form if available

LAND QUALITY SECTION
GUIDELINES
FOR
ACCESS TO PUBLIC RECORDS
August 20, 2010
The North Carolina Public Records Act provides that any person may review public
records under reasonable conditions of volume and time frame except under conditions
pursuant to the Privacy Act br other exclusions covered by the Public Records Act.
1 t
Public records,are broadly defined as all materials (including e-mail) made or received
pursuant to law or ordinance in connection with the transaction of public business to
include paper records, video or audio records, data processing records, photographs, and
physical objects.
Due to the large public demand at the central and regional offices for access to public files,
administrative assistance with copying is unavailable to the customer.* The customer is
encouraged to make an appointment for file review with the appropriate agency
representative. If a customer does not have an appointment, it is possible that they will not
be able to be accommodated at that particular time and they will be requested to make an
appointment. However, every effort will be made to accommodate the walk-in public if
sufficient staff and time permit.
For security reasons, customers viewing central and regional office files may not take
briefcases, bags, totes, etc. into the file review area.
Citizens making copies of file material are charged as follows:
25 or less copies free
More than 25 copies 2.5 cents per page (for ENTIRE amount
copied)
Payment is due at the time of copying. Payment can be made by check, money order, or
cash. Payment is to be made in the administrative offices to the central or regional office
cashier or customer service representative. If the customer does not have payment readily
available, they can be invoiced for the amount due. Payment is due upon receipt of the
invoice.
*Customers requesting file review who are unable to visit the office and make the copies
themselves are advised to contract with a temporary employment agency.

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PRESENTED HEREIN, AS AN INSTRUMENT OF SERACES, 6 IMENDED ggreg
ONLY FOR THE SPECIFIC PURPOSE AND CUENT FOR WHICH R WAS "'-
PRFPPREO. REISE AND IMPROPER PFLMICE ON THIS OOCUMEI? RALEIGH, N.C.
wml0ur WRDIEN numoRlznnaN AND AnmrAnaT ar RwK, PA sHwL DATE REVISION
RE WIIHOU1f UO&DttleR�WjJK,j�P0./(�\f�
)))''''''FFF , '-sa-D9 DIn cwNNeeRa Erosion Control & Details & Road Profile
IR1 2 D-27-09 Buffer J" t 3 9-26-09 wFIc oeBlNy GOLDSTON QUARRY
ENGINEERING - SURVEYING CHALTH
OS 0 COUNTY N.C.
PATTERSON P.O. BOX 3008-SANFORD, N.C. 27331-3008- [phone] 101 W. MAIN ST., SUITE 202 4 ,2-3-09 EMS
GARNER. NC 27529 5 QUARRY: GOLDSPON Permit No: 19-20
EXPLORATION SERVICES FAX (919) 774J510 DX (O MEi PG Y JOB. ND
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1 a=_ �'„1, / t a / / \ _ SPECIES RATE (LB/ACRE
, �'� --'oil w __- _ / / I `. �� �$ L / TALL FESCUE 200 (4-5 LB/1.00D FT2)
c � O / /� yJ_ -CHE \CA '\ \ ` `�\ ;� _ / l `i 'l T UAC 51N PG / % / BETWEENNURSE
�F" /' E�. NG � ' Y 1 AND AUG. 15, ADO AUG.0 . 15ACRE SUDANGRASS OR 15 LBfN), GEMAN
•• / , -I t DD�� _'� R TO MAY 1 OR AFTER AUG. 15. ADO 40 l8/ACRE RYE (GRAIN).
\ . , � / GEIv�Y r // �_ �/ // / 5 O. _� -/ �\ �/ DB i 5 P( 0� \ D497 .�.-/ / I SEEDING GATES
�� \ 1 / .T� O / JOS€PH KRE BL
�3 \ , \ BEST: AUG 25 - OCT.
POSSIBLE. FEB. PPR. 15
401
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT TIES TIME. ADD 40
JE 1 ` \\ \ \ E D E IWYFO D`5�• /�� // I - I TEMPORARY SEEDING SCHEDULELB/ACRE RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION.
�/ I 1 f I IOIL AMENDMENTS
/ SHOULDERS, SIDE DITCHES SLOPES (MAX.MA% 3:1) PER REM 4. SEEDBED PREPARATION
II I \ \\ \ I( 1F LW / (� Q��.,,I•/ / / �/ �(,1� o /v / J l / 1 DATE: TYPE: PLANTING RATE. MULCH
\ V g /' I hsg I ( USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND
1 DITCHES. AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATE
D
AUG. 15-NOV, 1 TALL FESCUE 300 CBS. ACRE DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT
/( / \ -/ / -J "DS,� / // /Tf �/ •` NOV. 1-MARA TALL FESCUE 300 LBS./ACRE REQUIRING TEMPORARY LININGS, APPLY 4,000 LB/ACRE GRAIN STRAW, AND ANCHOR STRAW BY
q / �� & ABRUZZI RYE 25 LBS./ACRE STAPLING NETTING OVER THE TOP.
Q U I MAR.1-APR.15 TALL FESCUE 300 LBS,/ACRE
I / Q- APR.15-JUN.30 HULLED COMMON BERMUDA 25 LBS./F.CRE MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
O f\ C) ORr I JUL1-AUGA5 TALL FESCUE AND 120 LBS./ACRE THEY CAN CLOG DRAINAGE DEVICES.
•'BROWNTOP MILLET 35 LBS./ACRE MAINTENANCE
_ O *I• SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE INSPECT AND REPAIR MULCH FREOUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
� ��//� �� SLOPES (3,1 TO 2:1) 4R; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW REGULARLY TO A HEIGHT OF
/ �✓ / _-j- 1 I , / MARJ1 JUNE 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE
/ `. A• ���� �� // _� �y T�AND =C-K�PJLE HN T WILKI JR. �� �� (MAR.1-APR.15) ADD TALL FESCUE 120 LEIS./ACRE SEEDBED PREPARATION
///� _ ._ A / I B LF G 0443 MAR.1-JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE
-� Cx RQ AYA- M AC Z I �� �(1R ! �� ZW� - �� (MAR.--JUN.30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS/ACRE 1. RIP THE ENTIRE AREA TO FOUR INCHES OTHER
Jp, I 1 A. A / , JUN.1-SEP.i •••TALL FESCUE AND 120 EBB./ACRE 2. REMOVE ALL LOOSER ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
/ L E GUILE MINA / -� / , •••BROWNTOP MILLET 35 LBS./ACRE UNIFORM.
DB 1 48�-(•` D077 ' Li yo /- • OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE 3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
\. 7 V / SEP.1-MAR.1 SERICEA LESPEDEZA UNHULLED-UNSCARIFIED 70 LBS./ACRE AVAILABLE.
�t- •�^ -��� / V A� \ 1/ �- 1 AND TALL FESCUE ( ) 120 LBS./ACRE 4. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 4,CDO LB/ ACRE GROUND AGRICULTURAL
\ \ �- . J (NOW-MR.1) ADD ABRUZZI RYE 25 LBS./ACRE LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
J
\ ._ \ \ \\ \ j� i / \ \ ` ` 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
W _i �_ CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SEANCE FOR ADDITIONAL PEEP.
1 •--� \ , _ \I 1 / % `/ / 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
- / / /� nWr /}�•�\ I \ ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER AFTER SEEDING.
z1 \ ' 1 .-_ * / I SEEDING RATE COMBINATIONS ARE POSSIBLE. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY 4.000 LB/ACRE GRAIN STRAW OR EQUIVALENT
•••TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT COVER BINDING MATERIAL
MOTHER TOSAASTABLE MULCH.SURE THAT THENCHOR STRAW TEMPORARY MULCHPSL PING 0.02 TO ROPERLY HELD ON PLACE. ALTERSQLARE ARD NATEOF ASPHALT
ANCHORING
VEGETATION. 00 NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
METHODS ARE NETTING, ROVING OR BY CRIMPING W9TH A MULCH ANCHORING TOOL, A DISK WITH BLADES SET MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. g
I - 't� _ / j / 1 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEOINGS WITHIN THE PLANTING SEASON, IF
\ ` 1 t- �Jp�m'F1•' f� / / / PERMANENT SEED MIXTURE SITE POSSIBLE" IF STAND SHOULD BE EVER BOX DAMAGW, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
oL�LLMILI/ \ \ 1 \\•1 t ^_ �` \ \ e \ , W �I J„'l� i // / // !� /� //H WAIF ' /•� f`- _\ ` 'I I _ \\ \ SPECIES RATE ICES/ACRE) E Y R FULLY U MAY W ONCE OR TV/ICE A YEAR.
, 9 REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS ULL ADEQUATE. M BE VOWED
/ / / , • / BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
` ` 1 d �/ / % /_� _ �._ _ 276 AIL/C_4) __.. _ // \ ` I - \ TALL FESCUE 1oE
\ -!- - - - - 30
- KOBSERIC� SPEDEZAZA 10
D S /'� --- / A \ ) E LE
G OR PEj� �/ / -� ) � r I PLUS: CONSTRUCTION SEQUENCE
/ � % �j PENSACOL4 BAHIAGRASS 25
/ / ELEV CHAII C - 1 / / _ OR BEMUDAGRASS 10
, 1. SURVEYOR 15 TO STAKE LIMITS OF CONSTRUCTION, EflO510N CONTROL FEATURES, STORM WATER SYSTEM, SCALE,
/ / / / / / .� / ._ SEEDING NOTES ROADS AND PARKING AREAS.
\ > _ 1. AFTER AUG. 1DI USE UNSCARIFIED SERICEA SEED.
00 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, DIVERSION INSTALL
SILT FENCING AND SEDIMENT BASINS AND TRAPS
,' -O / 1 \/ 2. WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY ID INSTALL THERE DEVICES. DIVERSION ARCHES AND
\ \ \\ ( \ 5 V PER / _ LF �P // / / •' �l 1 I / / , AND EXTEND
PAIN LESPEDEZA TO 40 LB/ACRE. SEDIMENT BASIN BERMS MUST BE SEEDED. MULCHED AND ANCHORED UPON INSTALLATION. ANY PROJECT ACCESS
INCE- - �/� / / / j / / / ) - 3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDAGRA55.
\ ) fir/ / / / / ( HOWEVER, AFTER MID-APR- IT IS PREFERABLE TO SEED TEMPORARY COVER. POINTS SHALL HAVE A GRAVEL CONSTRUCTION ENTRANCE INSTALLED.
•�� \ \ �\ _ ' / 6 / / 4e / / 1 / / 1 I DIVERSION DITCHES SHALL BE COVERED WITH S75 OR EQUIVALENT BLANKET MATERIAL STAPLED IN PLACE.
CS I _ /�A�/ J / 00 /� , � / 1 / I \ � NURSE PLANTS 4 3, RENOVATE EXISTING POND AND RISER BARREL. CLEAR, GRUB AND GRADE ONLY ENOUGH POND AREA TO ACCESS
FORT - �✓ ",/ /5\ �/ !�� ^ �T'IC f // / - // \\ l (I\ BETWEEN MAY 1 AND AUG 15, CR 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE EXISTING RISER BARREL. WITHOUT DISTURBING CMP OUTLET PIPE REMOVE STONE AND 24- PERFORATED RISER
1 - SEC` ^ f-� 0*. SUDANGRA55. PRIOR TO MAY 1 OR AREA AUG. 15, ADD 40 D/ACRE RYE (GRAIN), BARREL. MATCH WEIR ELEVATION OF EXISTING 24 INCH RISER AND REPLACE WITH AN UNPERFORATED 35" CUP RISER
X-SET �- Ty �� \�� \ \ __ WITH TRASH RACK. FIT 36" CMP RISE WITH HARDWARE TO INSTALL B" SKIMMER AT ITS BASE. ANCHOR RISER TO
/ \ X ✓ ,,// � / _ I 1 \ SEEDING DAMS
\ , \ - / r EX. EDIM T TEASIN • • "I- _ \ \\ BEST POSSIBLE OUTLET BARREL WITH A MINIMUM OFT CU. YARD OF CONCRETE TO SEAL AND ANCHOR THE ASSEMBLY. CLEAR, -
\ 0, F,�,IOVE / -- -� \ \` -- \ \ \ \ \ \ FALL: AUG. 25 - SEPT. 15 AUG. 20 - OCT, 25 GRUB AND SMOOTH REMAINING BOND BOTTOM AND SLOPES, INSTALL FLEX HOSE. SKIMMER, STONE SKIMMER BASE
1 \ I \ \\ \\I �. _ v- T �� �' / I AND COIR BAFFLES. GRADE AND REESTABLISH EMERGENCY SPILLWAY IN UNDISTURBED SOIL TO PLANNED ELEVATIONS
I \ \ �� -' J ,q_./ i �\ - I \ \ \�.\ \ LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 - APR. 15
I / �1� n 'aim' lI � AND DIMENSIONS. ENTRANCE AVD EXIT CHANNEL WIDTHS ANO SLOPES ARE CRRICAL TO LATE SUCCESSFUL OPERATION
\\ �� fEnR I�I�BnR ER JR. i- / �'JQ� �i� /' 1 1 / �\ \ \. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSELLING DF KOBE OF THE EMERGENCY SPILLWAY.
t/ (� II LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.
/ DB 6 2J O 4. CONTRACTOR IS TO CLEAR CUT AND GRUB SITE ANO PROPERLY DISPOSE OF UISCAROEU TREES. LPP, STUMPS ETC..
010• hey SOIL AMENDMENTS
/ / / /I PER ITEM 4. SEEDBED PREPARATION
7, �• ,.• /. �/ - / / �� \ 5. GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN 21 CALENDAR PAYS FOLLOWING THE COMPLETION
or OF ANY PHASE OF GRADING. TEMPORARY OR PERMANENT GROUND COVER SHALL BE APPLIED TO ALL DISTURBED
PER ITEM 7. SEEDBED PREPARATIONMULCH
AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
v 111 I CONSTRUCTION OR DEVELOPMENT, PERMANENT GROUND COVER MUST BE APPLED WITHIN 60 CALENDAR DAYS.
/ / / / j / / / /•/--•/' ' , j / / / - \ �� / MAINTENANCE INSTALL PERMANENT PLANT MATERIALS AFTER FINAL GRADE IS BEADED) FOR EACH STAGE OF ACTNITY.
l �V��I�„[,/,A ' / _ PER ITEMS 8 & 9. SEEDBED PREPARATION
9^J"'J ULUE T B `• / ( / \ \ - \ ,� / / 6. EXCAVATE AND TRANSPORT OVERBURDEN FROM MINE SITE AND CONSTRUCT BARRIER BERMS. PLACE TOP SOIL
T1�' AVEL �ONSTR-UTyTI Jr / ,(J3 L � - // T ,Cy/ 1 \ \ _- -� \ I AND PLANT MATERIALSPER AN THE BERMS AS SOON A5 BERMS ARE COMPLETED. EROSION ETHANE NETTING SHOULD
I I ' N A CC 24" L AI PC ` \ Il \ \ I / BE USED TO AID PERMANENT SHOULD
ALSO STABILIZATION OF BERM SLOPES AND WITH MORE THAN 10 FEET OF
< - � 6"�PP YI \ \ \ _ L L / / VERTICAL ATELIER NETTING SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
/ EX $jNOG// EXJ'S�TI9 �fX SE "\ H / CLA, 11 B' \ \ ` CA L N RIIJJTH IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE.
'CULVERT A / g •'g^ FEE \ HILLIAR
/ V RAP \\ l / 7. ESTABLISH WORKING FACE AT OVERBURDEN DISPOSAL AREA DRESS AND SEED THE REMAINING STOCK PILE.
/ DPE/ / RI RAP / I ./ / / _ D� 251 PTG �24�LA
owa^.uln,A �_
A / / J A\ n / �I �° k SU• CARD OCONTINUE TO PERATIONS. WORK STOCK PILE BY HOLING WORKING FACE AND STABILIZED SEEDED SLOPES AS NECESSARY BY
"� T � , �,`„ _ - - - OR C�,y REV DATE REVISION A
, � , � , �+
-a,E L�-,' _ •Yv' , ,',•_., 7 /.. . _ . , �, ` � ' 5 D SITU B D �. K / / 1 / pQEISs)o4� 8_ GRADE AND PLACE STONE FOR THE PARKING AND HAUL ROADS.
_ 6 / / / / / Q� C'� s 1-7-10 ADD Ex. BASIN
�� ���� ,.� '�'�� ,,!! / \ - SEAL 9 FABRICATE AND INSTALL ITEMS.
\ PROPERTY JUNE/9fF(►V OU U'AI /- � / � -x/ 026395 � 4 12.3-08 DENR ROAD BARRIER, FENCE AS INDICATED, IF INCLUDED IN THIS WORK
ccW44 / / CR �Y THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PROJECT:
I TIN / \ `- \ \ / / "\ / / / / ,P -'VINE 3 B-2B-0B LAND DUALITY PRESENTED HEREIN. AS MI PURPOSE
AND
CLIENT
SERVICES. C AMENDED GOLDSTON QUARRY
CC\ g/ \ / ONLY FOR HE SPECIFIC P RPOSE AND CF SE FOR WH CH T W5
\ EX S T \ / f 1 ''-/ / "Y / / / _ -/ / / / F P PREPARED. REUSE OF AND IMPROPER RELIMCE ON THIS DOCUMENT
RI A \ I �EENCE ` ! ^� L\ / / / ( / \ / / / j / / f 1 2 8-27-09 BUFFER WITHOUT WRITTEN AUDHORIZA'RUN AND ADA TAnDN ST RAM, PA SHALL B.A. BRANCH PROPERTIES LLC. ,SAN FORD, INC
/ �\ / / / BE WITHOUT LkBIQT✓ TO RWM, PA.
1 7-30-09 DER COMMENTS ����\ IQ'''��► GULFTOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
200 0 200 400 600 1 L_1 L3 L1(1 �LETJ PROJECT#: SHEET NAME' SHEET NUMBER:
ENGINEERING ^ SURVEYING DATE: 5-18-09 SEDIMENT
PATTERSON P.O. BOX 3001SANFORD,N.C. 27331.3008-[phone] 101 W. MAIN ST., SUITE 20`s: EROSION 2 ®F 5
01 ' v 7 7 �I � 77�'+ �H GARNER, NC27529 DRAWN BY. FIR CONTROL
SCCj e = 200 EXPLORATION SERVICES FAX; [phone] PHONE (919) 779,4854 CIKD BY: CRP PLAN
FA K [phone]
8 7 6 5 4 3 2 1
File name. P'.\NCGEO\GOLDSTON\GOLDSTON

8 7 6 5 4 3 2
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_ , a� ,� GILDA-HARRIS DAB 821
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ELKINS
1 _ _. ( 7 _ BILLY
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_ 2,BO0 If. SILT - DB0391 PG 1072 e 1067
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(INST: TRAP As '' - % PR�pERT,Y L NE�PERMIT BO�INDARY _ -® A _
-- - / - NECESSARY), ' SD' uNDISTUReEo UFFER �' LINE PE MI,T BOUNDARY
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wtgr' V1 UAL BAR ER B - OR;-
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-
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f ,, ROLIHID, E SCALD 5-EL LPG 569 �O ,
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1 -_. - 1 1 .''( 1 �N�}}"I Npp ' L ".jP 1 CROSSING ANtia , 0594 FISHER LANE Z _
(J TISO
-ALL_ / \ 1 ,130 li SILT , -� -- SEDIMENT BASIN & TRAP SIZING
a I , ~ DRAINAGE
ERNAL.- \\\o ' . ' %'S A �' � FENCE (INST. .a �V i -UR LACCY MARYG IN6�L/- BASIN SA SF LxWxD TYPE ORIFICE
I \ J ` LL, E � N TRAPS AS U 10 d DB 365 PG,'U427 - j 1 29,300 310x90x7 RISER BARREL NONE
- , , 1 ALL STORM \, ,NECESSARY) ,� Et- /% - 2 12,800 l60x8Ox2.5 SKIMMER BASIN 2.5"
W cca�w -- ,WATER AND r - "
JAMES E RCTKRT�ON o9cL �, ,,y.,,, '� GROUND � _,_ ` \, ® ® 6"" ®P / // ICD JAM E,S WILLIAMS E - - 3 6,600 120x55x2.5 SKIMMER BASIN 1 .5"
w + w .,1 w 1 / DB 461 PG'09 4 5,500 110x50x25 SKIMMER BASIN 5"
pB 1243 PG 021E � L Z BE- TO ® ® % Ij HEI S 5 9.750 150x65x2.5 SKIMMER BASIN 2.5"
BE-
__ �, m �- I COLLECTED, - .' ^ _ ' q - ® ' I I- _,� _ --' 6 16,200 18Ox90x2.5 SKIMMER BASIN 2.5"
p J _. \ _ ' ± AC i � � 1' ( B A h 6 / G WILLIAM''.
_ 1 ( IN PIT AND - LORIAO - - 7 19,000 200x95x2.5 SKIMMER BASIN NONE
--- ---- CHARGE0.,L�_ - ) _ - -- _ B 1,250 50x25x3.5 TRAP
` ' TO y ���_ -�1,-,.f �� ( S�:.o,�.® r,® .' ,® I / DB' 1004" PG, 0` 026
S IN
BY BASIN M�; 1 I � , � R FA - -.� - _ I - JAMES PRINGLE
i (PU�N PING.I l - �' 51U `\ ER _ � ANDREW ESTATE
�AS�NEHCD.EDL i _ \ NNDL BUFF _ _ - I . TDB OBE PG f)072 -
® ®, _1_ r 1� SAC U LEE
50 _
PER ® a ®, / _ -_ -c _-, K N
v� O _ �' , .,e''., ® , � ; - 9 ` D8 513 PG C
_ i -.-. �. -_�twx'U � ,/®�•_ .. . CHANGE ® ®. ® r® , ... OB 1358
E /- �4E 1� JOS€PH KREMBL
v _ PG' 00,43
r I
13 At5 / / _ - - �� ( 1 TEMPORARY SEEDING SCHEDULE
'"- 1 1. THE BUILDING AND BUILDING UTILITIES ARE NOT PART OF THIS SCOPE OF WORK. THE BUILDING SITE IS
SHOULDERS, SIDE DITCHES SLOPES (MAX. 3:1) TO BE PREPARED. ELEVATIONS SET AND AREA PROOFED FOR THE LATER CONSTRUCTION OF BUILDING.
CC) r / ,,.,,� *„au �;j Q P (V� DATE'. 2. SURVEYOR 15 TO STAKE LIMITS OF CONSTRUCTION, EROSION CONTROL FEATURES, STORM WATER
/ / -`- - ® IT, III
A ///���,� L ��
� TYPE: PLANTING RATE: SYSTEM, BUILDING PAD, SCALE AND PARKING AREAS.
- �� �e B®9 Z CJ✓ AUG, 15-NOV. 1 TALL FESCUE 300 LBS./ACRE 3. OBTAIN GRADING PERMIT.
1 TALL FESCUE
�� II J MOAft.1�APRR15 TALL FESCUE 325 LBS. ACRE
CJ
Q� & ABRUZ21 RYE 25 LBS./ACRE 4. THE CONTRACTOR IS TO CALL EROSION CONTROL INSPECTOR FOR PRE-CONSTRUCTION MEETING,
- NCDENR-DIVISION OF LAND RESOURCES. (ITE) 791-4200
_ ��� _ I r _ - ',•� ] ' 325 LBS./ACRE
I Allm ,T- I JUL.1-AUG.150 HULLED COMMON BERMUDA 25 LBS./ACRE T INSTALL GRAVEL CONSTRUCTION PAD, DIVERSION DITCHES, SILT FENCING AND SEDIMENT BASINS ONO
/ JUL1-AUG.15 TALL FESCUE ADD 135 LBS. ACRE TRAPS AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. DIVERSION
OROWNTOP MILLET 35 LBS. ACRE DITCHES AND SEDIMENT BASIN SBERMSHALL HAVE BE SEEDED, MULCHED AND ANCHORED UPON INSTALLATION.
C - I� P �`'! I I� - ***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE ANY PROJECT ACCESS PCIv'S SHALL HAVE A GRAVEL CONSTRUCTION ENTRANCE INSTALLED. CALL FOR
I I f11
" O - -- - i JOHN T WILKI JR. ��
I .PLANT AN J I V P� � INSPECTION BY NCDENR-DIVISION OF LAND RESOURCES AT TELEPHONE SITE. 791-4200.
' - _ " /(Lp��p /� `--- _ ✓ y' j DB LF F'\Ci 0443 I SLOPES (3:1 T ) MAINTAIN EROSION CONTROL DEVICES DURING CLEARING EQUIVALENT
GRUBBING SITE.
GIR@ MAMA- MAYA' 7- pI - \\\ / /yl�" Ly \ / pl Z ' / MAR.1-JUNE 10 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE DIVERSION DITCHES SHALL BE COVERED WITH 575 OR EDUIVALENT BLANKET MATERIAL STAPLED IN PACE.
- VALI�EZ, GUILLERMINA P �I 1 ,� Q - t , S • "\ _ D&
/ I - - - 'I (MAR,I-APR,15) 2 AD TALL FESCUE 120 LBS./ACRE 6. IAFRAINAGAUGESSHAIL BEE MAINTAINED E NETHEBSIIE EY THE CONTRACTOR AND A RECORD OF THE
/ ` ---- D8 1�84B-PG 0077 Ctl L� ,. - __ _ MAR 7 JUN 30 10 LBS CRE RAINFALL MOUNT AND RATS SHALL B KEPT Y H CONTRACTOR
i - OR ADD WEEPING COMMON
- A
(MAR.1-JUN.30) OR ADO HULLED COMMON BERMUDA GRASS 25 LBS./ACRE
-__- 41 JUN.1-SEP.1 ***TALL FESCUE AND 120 LBS./ACRE 7. CONTRACTOR IS TO CLEAR CUT AND GRUB SITE AND PROPERLY DISPOSE OF DISCARDED TREE LAP,
Cr'- ***BROWNTOP MILLET 35 LBS. ACRE
STUMPS ETC..
/ � � -- '* - �� � ���,, � - V�
- - W ���' - G - �, �' ® i . -f - , � SEP.1-MAR.1 S'•'OR SORGHUM PEIDEZAD(UNHULLED AN LESHYBRIDS
70 LBS./ACRE B. INSTALL A PORTION OF THE STORMWATER SYSTEMS INCLUDING CREEK CROSSING TO "OVERBURDEN
Z Y�-� ' t �-�� � ._. 4 '�I 1• (,'JOV,'-A!AR.1) ADD ABRUZZILRICEAAND TALL SRYE i25 BS./ACRE END OFF LEAACCH W STORM DRAINAGE AND INLET PROTECTION TO BE INSTALLED PER DESIGN PUNS AT THE
WORK DAY,
, J ( N ( „ 4' * 9. GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN 21 CALENDAR DAYS FOLLOWING THE
B - �, _ - • TILT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ARDITIONAL COMPLETION OF ANY PHASE OF GRADING. TEMPORARY OR PERMANENT GROUND COVER SHALL BE APPLIED g
CON J
1 nu rnNrFRNING OTHER ALTERNATIVES FOR VEGETATION OF DEDUCED AREAS. THE
�� D.- Z- Q EE I w TO ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER I5 SHORTER)
F-- 0 i - --- ABOVE b L SKIN RATES ARE THOot ,Ir..n UP YI ,, OIL , P^UPITITKl OTHER
�E / �CC"- FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. PERMANENT GROUND COVER MUST BE
- I. 1:. 0 / " ✓ �` % I CHECK AMS ® SEECIN rArt co�a�Lr*AnoNs ARE TO �B_E. APPUEU WnnDi -
• ` Cl- Ur � . / ,4 ''TEMPORARY - RESEED ACC DIC TO OPTIMUM SEASON FOR DESIRED PERMANENT
- O L(7i , ' 25 " CC OR PER -- �- VEGETATION. DO NCT ALLOW TEI�CF-F' ':OVER TO GROW OVER 12" IN HEIGHT BEFORE 10. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY. REMOVE TEMPORARY
- - 'HCL CHANGE JI VOWING, OTHERWISE FESCUE MAY BE SHADED OUT. DIVERSIONS, SILT FENCING AND SEDIMENT BASINS AND SEED OUT ANY RESULTING BARE AREAS.
® ® ✓/ / - - G n pREP AR ATION 11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL INSPECTION BY NCDENR-DIVISION OF
� ® B, 1- 1 - LAND RESOURCES (919) 791-4200,
✓j a - S y -pq 1. CHISEL COMPACTED AREAS IF AVAILABLE
TOPSOIL THREE INCHES DEEP OVER
\ I SCALE \ ® �R � //� '1 2_ RIP THE ENTIRE AREA TO FOUR IIJCHES DEPTH ,
\ \ ®�_-'m ® / - 3. REMOVE AIL LOOSE ROCK ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE 13E PLACE T STONED FOR THE PARKING AND DRIVEWAY B OF COMPACTED ABC 3 DONE BEFORE THE BERMS
\ % ® ADVERSE 501� ONOITIONS IF AVAIL`BLE 12. PUCE ALL ELECTRICAL IIJGROUNO FOR ALL SYSTEM". THIS WORK MUST BE
\ \ I� ®' ,% / 14, PACE SOILS FOR BERMS IN ACCORDANCE WITH THE DRAWING AND AS DIRECTED OF57 STONE AS TOP
I REASONABLY SMOOTH AND UNIFORM. DRESSING.
\ \ / I w,® ® - ', � 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
/ I ECTEO P MTHEAT SOILS
'AI (SEE BELOW *). ENGINEER. PLACE TOP SOS- AND PERMANENT TURF REINFORCEMENT MATTING AND PUNY MATERIALS D THE
\ �, /_ „ O ® �� mid - I , 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM BERMS AS SOON AS POSSIBLE AS THE BERMS ARE COMPLETED. NO FOOT TRAFFIC WILL DE ALLOWED ON
I I
\ ---- SEEDBED IS PREPARED FOUR INCHES DEEP. THENEW BERMS. WA AND MAINTAIN THE PLANT MATERIALS TO INSURE ESTABLISHMENT. TAKE MEASURES
\' ' ® _ I 6. SEED A FRESHLY PREPARED E DBE D COVER SEED LIGHTLY WITH SEEDING TO DETOUR EEVIDENCE OF ANIMAL DAMAGE TO THE BERMS. OR PUNT MATERIALS ARE TO BE TAKEN, ANY
,I - .-. S AN MEASURES MUST BE APPRCVEO BY THE OWNER AND PROJECT ENGINEER.
ON R D E D
(1 EQUIPMENT OR CULTIPACK AFTER SEEDING.
1 T ice_ B. 5 PLACED NEXT.
FIRST.
J � 7 MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH 15. PLACE CONCRETE SUB AS INDICATED IN THE DRAWINGS.
FERRY M BARBER JR. - - I. - %OFFS
/ DB 672 �G IO!`YB3 I ,,, /C00 Q`�� \
/// INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING SUBS AT THE TARGET END OF THE RANGE ARE TO BE PLACED
S ! , I t®�® 0�/-•'� 'O % O ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND WALKS AND PARKING AREAS ARE TO BE PLACED LAST.
WITHIN THE PLANTING SEASON IF POSSIBLE. IF STAND SHOULD BE OVER
® / - - . 60% DAMAGED, RE F SLABS SLABS AND FOUNDATIONS AT THE FIRINGRLINE NEXT.E TO BE
HE FLOOR
O I,i - SEEDING RATES
,
i LB/ ACRE PLACE TOP TSOIL ON THEF FLOOR E OF THEGUN RANGES AND INSTALL PERMANENT PUNT MATERIALS. WATER
/ 0, APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000
__. - �,O_. , • ® .y•�; - = - AND MAINTAIN THE PLANT MATERIAL UNTIL THEY ARE FULLY ESTABLISHED MEASURES TO DETOUR EVIDENCE
A - - GROUND AGRICULTURAL GRAIN
STRAW
AND EQUIVALENT
LENACRE 10-10-AN FERTILIZER.
�' L ti +®' rye _ �� OF ANIMAL DAMAGE TO THE PUNT MATERIALS ARE TO DE TAKEN. ANY MEASURES MUST BE APPROVED BY
' - /J " 71. APPLY 4,000 LB/a CRE GRAIN STRAW OR EDUIVALENT COVER OF ANOTHER SUITABLE OWNER AND PROJECT ENGINEER.
I
®' -- I MULCH. ANCHOR STRAW BY APPLYING 0.02 TO 0,05 GAL✓ O_ARE YARD OF ASPHALT
GRAVEL CO NSTRUCITION - CULVERT B - % �ULV FRY.,G N- _. - YL - / BINDING MATERIAL TO ASS AT THAT THE TEMPORARY MU T-I IS PROPERLY HELD IN 16. FABRICATE AND INSTALL ITEMS:
ENTRANCE / ( - , /` I : "� - PLACE. ALTERNATE ANCHORiJG METHODS ARE NETTING, ROVING OR BY CRIMPING WITH ROAD BARRIER
24"'METAL .PIPE I' 36" HOPE PIPE - \. ( A MULCH ANCHORING TOOK. A. DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
CU LVERT,A� �- O ` �� CAYCE .L AND RUTH FLAG POLE
EX SILTS ` : AS A MULCH ANCHORING TOOL. FENCE .AS INDICATED, IF INCLUDED IN THIS WORK
EX RIFF
RIP RAP - - a- .: HLLIAH© 12. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE CANOPIES IF INCLUDED IN THIS WORK
.FENCE, DR 250 PG 0243 r MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY_ RESEED, FERTILIZE. AND �J/ , �- , ' . � e , �.`TI -- ? �� i TOP SOIL THE
PLAIT NG OF LNG STOP EQUIPMENT IS AVAILABLE THEY SHOUL BE INSTALLED BEFORE THE A
/ ---- � ' -_j I / i ` *,. TTa CAl70 ep'o MULCH DAMAGED AREAS IMMEDIATELY. I-D Q
A -._ __ -
, 1 ,$ _® / , aMp LH,Y,. IJ THE F�OOR OF THE GUN RANGE ARE PLACED. IF THESE ITEMS ARRIVE AFTER
of ES S/p 9sk' S RECOMMENDED THE TOP SOIL AND
PLANT THIS EOUIIPMENTALS ARE BE ORDEREDEDAND MSAHEALLEDRASFISOONLL BE AS POSSIBLEDTO ON THEIT
WAIMO ' PROPERTY �INt�PtF' /IT BOU DA'r'`Y - �� _ CE
_ E LATE REVIS SEAION DAMAGE OF THE GUN RAN
IS ��0 639 2 B 27-09 BUFFER THIS DOCUMENT. TOCOPER WITH HE CONCEPTS AND DESIGNS PROJECT:
fN2 PRESENTED HEREIN, AS N INSTRUMENT OF SERVICES 5 N*ENDEO
L '
' -'--' L. _ �. - II G tJCEQ AS - NLYE R THER SPECIFIC PURPOSE AN CLIENT FOR WW X T WAS GOLDSTON QUARRY
/ /
EY,L RIP RAP J fie. i J .- �� Ri Q-P PREPARED REUSE OF AND IMPROPER RE VI ON THIS DOCUMENT
A^1 ,y v A
' HDf',E FEIVGE - / HS \ WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY WK. PA SHALL B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
�� P
i / / / T (J e mmIS BE WITHOUT LABILITY TO RWK. PA GULF TOWNSHIP, CHATHA�A COUNTY, NORTH CAROLING
EX SILT)
1 7-30-09 DLR COMMENTS
B-31-09
200 0 200 400 600 �f_(f_(( (\ \/1 p� PROJECT III: SHEETNAME: SHEET NUMBER:
7� ry�H7'I 'I� �T ENGINEERING - SURVEYING DATE: 5_1 B_09 SE®OME�T
- i- A 1 1 E R S O P.O. BOX 3006-SANFORD, N.C. 27331-3008-[phone] 10 1 W. MAIN ST., SUITE 202 EROSION
-I - 7 GARNER, NC 2752E DRAWN BY: FIR L+®NgR®L
S C C71 e - T EXPLORATION
7 b T T FAX: [phone]
EXY" LORA11 ION SERVICES PHONE [phone] CHK'DBY: CRP PLAN
FAx [phone]
SIR
8 7 6 5 4 T 2 1 -
File name: P:\NCGEO\GOLDSTON\GOLDSTON

8 6 5 4 3 2
1
/ ( - -
11EXRINGT MARSH
\ EARRINGTON � __ __,
DB 821 PG 0727
GILDA HIARRIS BILLY HUGH ELKINS
LAMBERT REBECCA L ELKINS
IIhI� / DB 05E PG 0358 / PATRICIA THOMAS DB 739 PG 1067
((( ` PROPERTY LINE/PERMIT BOUNDARY —'— — — — — — — e ` PROPERTY LINE/PERMIT BOUNDARY —
II 50 UNDISTURBED BUFFER -�• y
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hi
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SIZE �I
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WILLETT
_ AND SHERLENE SCALES—EL DB 736 Q
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BROOKS DB 563 PG 569 va
1 - �, 1 ILA & OB 560 PG PG 250
VICINITY AP NITS \ 1 MINING 1 s 1 U- 0594 FISHER E
IN ♦ •�P � CROSSING { _ 1� � y�
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1 SHEET 5 OF 5
1. :aura I gcsl LLi� cI ( ) V ♦, L �� DB 365 PG 0427
Ik
H, t / " JAME,''i E ROBERAON w;�j N \ •� ! I� J JAMES WILLIAMS E
'•`: t DB 1243 PG 0219 HEIRS
kkk
ddd P- .. H, "' I r - ( DB 461�PG Oa„i�
♦ � �1 1 h d GLORIA 0 WILLIAM
1 _ # ` , �' '' •"% N `�,' 1 /y DB 1004 FG 0, 026
TIA , ! �, LEGEND
) ar 4 I 1 i MI /•� •►•� �IdNDIS�RB BUFFER
�- DAMES PRI�Gi-E
1 , •F,d " ANDREW E . .ATE _ C
a 3 � '' ,.-"� = 4 , ` , !, i °'` , ; � L t EXISTING CREEK
EA R 6 ~ �, I DB O6E PG 0072
o i �FE I. .�,.�,�•� •� i rn�rtrciT LirvE
�,®' ® '♦ SAMUEL LEE
r USG if �' ` 1 0 ` . � y �P ��y'aE/ ♦' ♦ i -� _, �\ JACKSON ADJOINING PROPERTIES
tool
OPO 1 ' 2000' ` 5� `" �p'Y lFG �J�O V�• -.-•�•-•-•s %--•-•-•-•-•-'-•-•-•-•-•- JOSEPH KREMBLER ZONING LINE —
m �� /g�o. DB 1358 PC 0043 sln■uuuuum■ulr
0497
-_. - -
TAILINGS ® 50' UNEXCAVATED BUFFER
w i It e4'o4, �' R, I A POND DETAILS
.Q i� �o`51 �•�'' -/ ',�.� $G (SHEET 5 OF 5) EXISTING BUILDING
1c1 �too*
y / MINE PERIMETER
1 w 1Z & �wETLANDs Gy �` ' i
— OVERBURDEN DISPOSAL - `�"'•� '^��
t Oy 4) •� AREA PERIMETER
\ `f� goo '$ ° z ��' CATEGORY TOTAL
STOCK PILE PERIMETERgows �■ r�
MINE 35 . 18 AC BASIN O
PLANT AND STOCKPILES 12 . 66 AC DIVERSION DITCH
/ PLANT AND STOCK PILE / i/ OVERBURDEN DISPOSAL 1 0 AC SILT FENCE
a- JOHN T WILKIE JR. BUFFER
?� ► DB LF PG 0443 TAILINGS PONDS 2 . 00 AC - - - - - - -'—
GIRO MAYA MAYA z �I - AREA ® Z SITE DATA
VALPEZ GUILLERMINA p DB 1248 PG 0077 HAUL ROADS 2 . 98 AC 1 . PIN: 9616-07-9402
m
D1 I ® ® , TOTAL ACREAGE TO OWNER: BOBBY BRANCH
~ DB: 1140 UN-ZONED PG D RA-40
10 0
o O BE AFFECTED 62 . 82 AC CALCULATED DEED ACRES 98.8
d C ✓ ' 4 / SKETCH ACRES NA
B B
7- �� ? ' 4000
2. PIN: 9506-95-5658
OWNER: BOBBY BRANCH
J OI ) ,p l / ZONING: UN-ZONED
_ DB: 99E PG: 0240
O 1*1 ' ! I
d OI I Q ,•� CALCULATED DEED ACRES 70.9
SKETCH ACRES NA
_ _ % _
— � �__._ � -. ---- - _. - -- - -__- ___. ® ,• � 3. PIN: 9616-27-3769
f' OWNER: BOBBY BRANCH
n■■ ' ',0 +'� /�� ZONING: UN-ZONED
F OFFICE ® ®' I - DO: 1262 PG: 1053
/lop
•• j•" �• I SKETCH ACRES CALCULATED DEED ACRES NA9.479
SCALE
1 / I NOTE:
1 . BOUNDARY INFORMATION FOR TRACTS ARE FROM
REFERECES
BRANCH
PROPERTY
_ \ ® , e,v,I DB: 99E PG: 240
®• I LOT 2, PS: 90 PG 236
- *0�FQl ®•® I 203 0 200 40C 600 LOT 3, PS: 90 PG: 236
FERRY M BARBER JR. BOBBY BRANCH PROPERTY
DB 672 PG 0883 I ,> DB: 1140 PG: 1090
,��t j SCaIe 1 - 200 , PB: 20 PG: 48
J•�,000I I j PB: 2004 PG: 6853
..- 1100, 2. TOPOGRAPHIC, ZONING, AND FLOOD INFORMATION SHOWN IS
FROM CHATHAM COUNTY, NORTH CAROLINA GEOGRAPHIC
7 0 INFORMATION SYSTEM.
A f• - j CAYCE L AND RUTH 3. NOT IN 1% ANNUAL CHANCE FLOOD PLAIN A
HILLIARD PER FIRM 3710960600J FEBRUARY 2, 2007
' I OB 257 PG 0245
1, -r. , •®•—•—}� ,a, 7� THIS DOCUMENT. TOGETHER w1H ME CONCEPTS AND DESIGNS
tir1TDN lD ' ' ' ' ' $0' • U'N DISTI�RBEU t7111' rr��• • REV DATE REVISION oRE Ern D rEaE1% AS AN.,INSTR'MEE"NT AND OF SERA R WHICH INTENDED PROJECT. GOLDSTON QUARRY
(�C"P2C�M wrtE%ui WRMN A.HOAiziriory AND "ADAPNPTnnONN B ON Y RWKDIRAMS U- B.A. BRANCH PROPERTIES LLC. ,SANFORD, INC
PROPERTY LINE/PEf�6AIT BOUNDARY
1 7-30-09 DLR COMMENTS BE WITHOUT LABlury To OWN, Pa
_♦LLLiLLl19 �� GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
j
PROJECT#: SHEET NAME: SHEET NUMBER:
PATTli RI.JON ENGINEERING � SURVEYING DATE: 5-18-09
ti 1 P.O. BOX 3008-SANFORD, N.C.27331.3008- [phone] 101 W. MAIN ST., SUITE 202 MINE
}- ` F c 1- c FAX: [phone] GARNER, NC 27529 DRAWN BY: FIR MAP
EXPLORATION SERVICES PHONF [phone] CHK'DBY: CRP
Fax[phone]
4 3 2 1
File name: P:\NCGEO\GOLDSTON\GOLDSTON

8 7 6 5 4 3 2 1 1
NO ANNABELLE MARSH
• . ^, 4EARRINGTON -
/ DS 821 PG 0727" "
, • ' \ OILDA HARRIS BILLY HUGH ELKINS
''LAMBERT _.. 1 .(" . _ REBECCA L ELKINS
/ I DB. OSE PG, 0358 _ tAS
.rtl 2,80D If. SILT - PATRICIAP80319� GO 072 D
FENCE 1 4 1 1 B 739 PG 1067
(INST. TRAP AS - PROPERTY LINE/PERMIT BOUNDARY i" LEGEND
NECESSAkY _ ` _.5D' UNDISTURBED' SUFFER - PRO PERMIT BOUNDARY
rs
t - �PROPERTY LINE.
PE
� �,.rr.-.- � _ ... � � � ,� �wUNDISTURBED BUFFER •\
50 UNDISTURBED UFFER aaa / .'-. - -'�'- DIVERSION DITCH
VI UAL BAR !F_R 'QER o.•i f 1 \
p 1 , OVERBURDEN SLOPE 2:1 . " Gt ■ ' .__ OVERBURDEN / • ' J 1 \ RIP RAP
nn C A� p� p g � � I , - � � - TARHEEL LAND "AND p
,_ - SILT FENCE AND
[ clZ. DISPOSAL P�3i1L AREA. O / I, ^� \ DB 108 TREE PROTECTION -0 ❑
1 _ _ _ _ TIMBER
e \
y � ♦, ®, �' . >' 'li �•�. � STORM PIPE -- ---- --
� � " n �. SILT FENCE TRAP - 0-- --
1 -
1
I
J� Z SFT
CHECK DAM 1
RALPH - ESSIE y
7 1 PIl, FLOOR :i*i I '�.. I. _ - I .,. EDWARD. H J WILLETT
. A. 1 AND SHERLENE kkLES_EL DB 736 �O
. . \ - H 8R DB 563 LPG 569 y
/� i
`l MIN,IN� 111... ���� - � CROSSING � - I
- � DB 560 PG 250
_ y � ® 0594 FlSHER �E Z
C
1 AREA $�
�A - pQR/W ON
\ 1 ALL "; ` 1 ,130 If SILT / - II,4 THOMAS WOMBEL SEDIMENT BASIN & TRAP SIZING
_ ) DRAINAGE ` - - N
- ., FENCE (INST. -�' LACY MARY BASIN SA SF LxWxD TYPE ORIFICE
. . 11 INTERNAL. VA B
TRAPS AS �, ;4� 4 D 365 PG0427 `� 1 29,300 310x90z5 RISER BARREL NONE I
m
2 .1 GROUND ALL STORM
NECESSARY) �� 1, I�
`` WATER AND DAMES WI
JAMES E, ROBERTSON" o N ' �z
\ 2 12,800 160x80x2 5 SKIMMER BASIN 2 5 '
DB 1243 PG 0219 m K Z 1 WATER TO \ *�' ! , �O h WEIRS L1lAMS E _ 3 5,500 11 0x55x25 SKIMMER BASIN 115
4 5,500 110x50x2.5 SKIMMER BASIN 1 5"
/ / - E 5 9,750 i5Ox65x2.5 SKIMMER BASIN 2.5"
\ � w 1 BE `. e7 - - _ 1 - r_DB 461 PG "09112
r:. m O COLLECTED -7_ % - - �Q lL r 6 16,200 180x9Ox2.5 SKIMMER BASIN 2.5'
o a D n Z , 1 " / �uD - - 7 19,000 200x95x2.5 SKIMMER BASIN NONE
N UN PIT AN �L/•+
m 11 USCHARGFD GtORIA 0 WIL.LIAM 8 1 ,250 50x25x3.5 TRAP
1 INTO BASIN /� . ._ i I I (YE �pS�.�. � � - II I - O UB� 004 G _
-o. 1 1 BY �' -i ..'`.� (4N�`$ 'f' BUFFER�� ;.. I-' JAMES-
IPUMPI G, - �� �• lam' fGRB ;NLDREW ESTATE
IA,,� NEEDED. REA, ,- �.���...�. 1-• • " `%aggggivill * _ _ I:' b6 06E _ PG 0072 r
ffii Gl"x �.•
CHECK DAMS ® �, SO
CHECK I .. S.AMUEL LEE
25' OC OR PER ♦• �O, I `' ,,,� __ _� \� JACKSON C
,d S. 't,'M ,G�J.�:. . --� w Cnruv�E i, u6 5i5 PG
I .-.-.-.- -:f �.-.- r-,..-.._.-._._._._•, JOSEPH 'KREMBLER . 0497
C
DB 1358 P 0043
10 .. <' -. 4' r / R
� /
LQ •/• /, ' vy - TEMPORARY SEEDING SCHEDULE
♦'
;X /`� *♦,♦• '}lt; ' - 1. THE BUILDING AND BUILDING UTILITIES ARE NOT PART OF THIS SCOPE O WORK. THE BUILDING SITE IS
"•, '_ •/�♦ - / G SHOULDERS, SIDE DITCHES SLOPES (MAX. 3:1) TO BE PREPARED, ELEVATIONS SET AND AREA PROOFED FOR THE LATER CONSTRUCTION OF BUILDING.
! 2. SURVEYOR IS TO STAKE
L`Q. .. � .. . `. ✓ r i Q J �� DOVE 15MAR 1 1 TALL FESCUE 300NTING RATE L85./ACRE 3Y TBTIAIN GRADING PERMIT
PEERM TALLIMITS
E IAND PARKINGRAREASN, EROSION CONTROL FEATURES STORM WATER li
F f r ® 3 2
Q O 7- & ABRUZZI RYE 25 LBS./ACRE 4. THE CONTRACTOR IS TO CALL EROSION CONTROL INSPECTOR FOR PRE-CONSTRUCTION MEETING,
(�� ' MAR.1-APR.15 TALL FESCUE 300 LBS./ACRE NCDENR-DIVISION OF LAND RESOURCES. (919) 791-4200
C) / APR.15-JUN.30 HULLED COMMON BERMUDA 25 LBS./ACRE 5. INSTALL GRAVEL CONSTRUCTION PAD, DIVERSION DITCHES, SILT FENCING AND SEDIMENT BASINS AND
JULA-AUG.15 TALL FESCUE AND 120 LBS./ACRE TRAPS AS SHOWN ON SHE PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. DIVER5ION
.� ***BROWNTOP MILLET 35 LBS./ACRE DITCHES AND SEDIMENT BASIN BERMS MUST BE SEEDED, MULCHED AND ANCHORED UPON INSTALLATION.
' f� R ' I� STOCK
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE ANY PROJECT ACCESS POINTS SHALL HAVE A GRAVEL CONSTRUCTION ENTRANCE INSTALLED. CALL FOR
I1 PLANT AND STOCk PILE � � JOHN T WILKIE: JR. INSPECTION BY NCDENR-DIVISION OF LARD RESOURCES AT TELEPHONE [phone].
Z 6 ._.. i €u DB LF PG 0443 SLOPES (3: 1 TO 2:1) MAINTAIN EROSION CONTROL DEVICES DJRING CLEARING AND GRUBBING SITE.
CIRt1 MAMA MAMA 01 AREA � ., � Z : � MARA-JUNE 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE DIVERSION DITCHES SHALL BE COVERED WITH S75 OR EQUIVALENT BLANKET MATERIAL STAPLED IN PLACE.
V,ALPEZ. GPGUIL 00 7 Cj Li' >� _ 4 1. .J - (MAR.1-APR.15) ADD TALL FESCUE 120 LBS./ACRE 6 A RAIN GAUGE SHALL BE MAINTAINED ON THE SITE BY THE CONTRACTOR AND A RECORD OF THE
DB 1248 'PG 0077 '. % / - (MAR.1-JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE RAINFALL AMOUNTS AND DATES SHALL BE KEPT BY THE CONTRACTOR
t-- ` (,); ` + (MAR.1-JUN.30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE 7, CONTRACTOR IS TO CLEAR CUT AND GRUB SITE AND PROPERLY DISPOSE OF DISCARDED TREES, LAP,
'W `C JUN.1-SEP.1 ***TALL FESCUE AND 120 LBS./ACRE
� d ag ***BROWNTOP MILLET 35 LBS./ACRE STUMPS ETC..
W WI - R : i / - *'*OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE S. INSTALL A PORTION OF THE STORMWATER SYSTEMS INCLUDING CREEK CROSSING TO 'OVERBURDEN
4.- '`cy- G � Q SEP.1-MAR.1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIEO) 70 LBS./ACRE DISPOSAL AREA". STORM DRAINAGE AND INLET PROTECTION TO BE INSTALLED PER DESIGN PLANS AT THE
�I 1Z ® AND TALL FESCUE 125 LBS./ACRE END OF EACH WORK DAY.
- W. � � 1 � � � (NOV.1-MAR.1) ADD ABRUZZI RYE 25 LBS./ACRE
/ S. GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN 21 CALENDAR DAYS FOLLOWING THE
S - 'J oI I 0 i _ CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL COMPLETION OF ANY PHASE OF GRADING, TEMPORARY OR PERMANENT GROUND COVER SHALL BE APPLIED B
" INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE To ALL DISTURBED AREAS WITHIN 15
O' I O� Tn I ,� I SABOVE EEDING RATE COMBINATIONS ARE
ARE POSSIBLE.EWHICH DO WELL UNDER LOCAL CONDITIONS OTHER FOLLOWING
NED WITN COMPLETION CALENDAR CONSTRUCTONKIOR DEVELOPMENTNG DAYS OR 30 . PERMANENT GRALENDAR DAYS OUND COVERWHICHEVER T MUST BE SHORTER)
W - • O CHECK DAMS ® J _
O- OI t ♦ TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
-" un / 25` OC OR PER *�__ �.. VEGETATION. 00 NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE 10. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, REMOVE TEMPORARY
- - _ -1 '� - - - ELEV CHANGE ' % •• MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. DIVERSIONS, SILT FENCING AND SEDIMENT BASINS AND SEED OUT ANY RESULTING BARE AREAS.
_ ! - ',r�i'� .' `♦ � .�`� ! SEEDBED PREPARATION 11. WHEN VEGETATION HAS BECOME ESTABLSHED. CALL FOR FINAL INSPECTION BY NCDENR-DIVISION OF
OFFICE
♦ I _ LAND RESOURCES (919) 791-4200.
1 TOPSOIL THREE INCHES DEEP OVER
T'
♦ - HI AREAS N CHISEL COMPACTED A E S AND SPREAD
" I '� w� � • ADVERSE SOIL CONDITIONS, IF AVAILABLE. 12. PLACE ALL ELECTRICAL INGROUND FOR ALL SYSTEMS, THIS WORK MUST BE DONE BEFORE THE BERMS I�
2 RIP THE ENTIRE AREA TO OUR INCHES DEPTH ARE CONSTRUCTED.
_ I SCALE F
'` • 3. REMOVE ALL LOOSE ROOK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE 13. PLACE STONE FOR THE PARKING AND DRIVEWAY B' OF COMPACTED ABC 3" OF #57 STONE AS TOP
REASONABLY SMOOTH ANO UNIFORM. DRESSING.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
�'♦ , 14. PLACE SOILS FOR BERMS IN ACCORDANCE WITH THE DRAWING AND AS DIRECTED BY THE SOILS
\ ®•♦' •♦ - - t (SEE BELOW *). ENGINEER. PLACE TOP SOIL AN A PERMANENT TURF REINFORCEMENT MATTING AND PLANT MATERIALS ON THE
• ' - l� 5. CONTINUE TILLAGE UNTIL FOUR
INCHPULVERIZED, FIRM, REASONABLY UNIFORM BERMS AS SOON AS P0551B_E I THE BERMS ARE COMPLETED. NO FOOT TRAFFIC WILL BE ALLOWED ON
• rre•♦' SEEDBED IS PREPARED FOUR INCHES DEEP. THE NEW BERMS. WATER AND A- DAMAGE
THE PLANT MATERIALS TO INSURE ESTABLISHMENT, TAKE MEASURES
� �
---{ ♦' - I TO DETOUR EVIDENCE OF AN NA- GAMAGE TO THE BERMS, OR PLANT MATERIALS ARE TO BE TAKEN. ANY
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING MEASURES MUST BE APPROVED BY THE OWNER AND PROJECT ENGINEER.
- I � ����.� ♦'♦• ( EQUIPMENT OR CULTIPACK AFTER SEEDING.
FERRY IJ BARBER_ JR. I ✓ 0�(J I 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 15. PLACE CONCRETE SLAB AS INDICATED IN THE DRAWINGS.
Q SLABS AT THE TARGET END OF THE RANGE ARE TO BE PLACED FIRST.
B. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEOINGS
DB 672 PG 0883, I 40 � I WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER SLABS ON THE FLOOR OF THE RANGE ARE TO BE PLACED NEXT.
• ` .0 y ' - SLABS AND FOUNDATIONS AT THE FIRING LINE NEXT.
y� , I 60%SEEDING DAMAAGGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND WALKS AND PARKING AREAS ARE TO BE PLACED LAST.
N I I 0, APPLY LIME AND FERTILIZER LIMESTONE
1, SOIL TESTS, OR APPLY 4ERTI LB/ ACRE PLACE TOP SOIL ON THE FLOOR L THE GUN RANGES AND INSTALL PERMANENT PLANT MATERIALS. WATER
AND MAINTAIN THE PLANT MATERIAL UNTIL THEY ARE FULLY ESTABLISHED MEASURES TO DETOUR EVIDENCE
• (:/ GROUND AGRICULTURAL LIMESTONE AND T000 LB/ACRE 10-10- N FERTILIZER.
OF ANIMAL DAMAGE TO THE PLANT HATER ALS ARE TO BE TAKEN. ANY MEASURES MUST BE APPROVED BY
.�. - -r- • . , /,/ 11. APPLY 4ANC LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE OWNER AND PROJECT ENGINEER.
tJ - /• \ . - � MULCH. ANCHOR STRAW BY APPLYING 0.02 TO 0.05 GAL/SQUARE YARD OF ASPHALT
-.A+ GRAVEL CONSTRUCTION . CULVERT C `\ " ' BINDING MATERIAL TO ASSURE THAT THE TEMPORARY MULCH IS PROPERLY HELD IN 16. FABRICATE AND INSTALL ITEMS:
CULVERT Q I PLACE. ALTERNATE ANCHORING METHODS ARE NETTING, ROVING OR BY CRIMPING WITH ROAD BARRIER
ENTRANCE �_36" MERE PIPE A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED FLAG POLE
24" METAL PIPE . .. P` --CAYCE L AND ROTH
CULVERT A I AS A MULCH ANCHORING TOOL. FENCE AS INDICATED, IF INCLUDED IN THIS WORK
EX RIP RAP \^\ EX SILT ] _ ` EIILL2 12. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH 15 FULLY ADEQUATE. MAY BE CANOPIES IF INCLUDED IN THIS WORK
36 11--'HDPE \ FENCE t a D9 257 PG 0245 ,p�� nu, VOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOT NECESSARY. RESEED, FERTILIZE, AND
-. •_" J� pZH CARP r'L� MULCH DAMAGED AREAS IMMEDIATELY. 15. IF THE TARGET AND BUILDING STOP EQUIPMENT IS AVAILABLE THEY SHOULD BE INSTALLED BEFORE THE
C. I -_ •-r .. - E. IT
�.r. .` Off'' . AR <� TOP SOIL AND PLANTING OF THE FLOOR OF THE GUN RANGE ARE PLACED. IF THESE ITEMS ARRIVE AFTER A
�' 50 I FJDISTURBE[� UM <� �:oF�ssio�
-`-" '� ' `-' ' `-- ENT BE ORDERED AND INSTALLED AS SOON AS POSSIBLE TO PREVENT
\ - E R. DAMAGE OF THE GUN RANGE
\`\ THE TOP SOIL AND PLANT MATERIALS ARE PLACED, NO HEAVY TRAFFIC WILL BE ALLOWED ON THE RANG ,
PROPERTY LINE/PEf117 BOUNDARY = - SEAL x
IS RECOMMENDED THIS EQUIPMENT '
THIS
y t D2 96 PRE DOCHNTED EXTHER N, AS N WITHNST THEUME T OF SERVICES.
AND DESIGNS INT PROJECT: GOLD$TON QUARRY
' Zr PRESENTED HEREIN. AS AN PURPOSE
END CU NT MRS, IS INTENOEB
T r REV DATE REVISION ONLY MR THE SPECIFIC OFA D IMPROPER
R TMC .ON HIS D IT WAS MM
EX RIP RAP EX SILT - - 7F' I'- �4 9 wmiOUT WRTrENEAUTICRIIZATON°AND �DAPPTTATON BY RWK..°PA SMALL B.A. BRANCH PROPERTIES LLC. ,SANFORD, INC
6° HOPE FENCE - R . ,,,` B '/7 o BE WITHOUT UASIUtt r° RWK, Pn
1 7.9D-09 DLR COMMENTS GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
230 0 200 400 600 � r1 p� PROJECT n: SSHEET NAME:EDIMENT SHEET NUMBER:
ENGINEERING - SURVEYING DATE: 5-18-09
r ATT E R S 0 N P.O. BOX 3009-SANFORD, N.C, 273313008-(919)7743770 101 W. MAIN ST., SUITE 202 DRAWN BY EROSION
�; Ca FAX: [phone] GARNER, INC FR C 27529 COOF 5
NTROL
IL EXPLORATION SERVICES PHONE [phone] C„KDBY: CRP PLAN
FAX[phone]
8 7 6 5 4 3 2
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8 7 I 6 5 4 3 2 1
gqNN,NABELLE MARSH 111
+fEARRIMGTON --
DB 821 PG 0727� --� '
- \ GLDA THARRIS 1 BILLY HUGH ELKINS
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JAMES E ROBERA ON , l-�i � JAMES WILLIAMS E
DB 1243 PG 0219 } - .0 - 1 HEIRS
DB 461 PG 0911
GLORIA 0 14VILLIAM .
- •"•®. r•o 1 i DB lOYt PG 002fi
w.o, �,m.O ®•.r. _ i ----- JAMES PRINGLE
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PRESENTED HEREIN. AS M
PNREP WRRIJIAO AUTHORIZATION IVPNIAND REDAPT
�,,. t CONCEPTS AND DESIGNS NTE PROJECT:
�� E Y 'OR THIF SPECIFIC
IC PWKI PA GULF
CONCP
P SERVICES IS INTENDED
AS
_ A REV D aas DLR COMMENTS TE REVISION ONLY T vE N AUT O IZ iTION D ATC N s LRWIO PuinSHA GOLDSTONOPERTI SQUARRY
AT�oN �. PWN. PA sw,u B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
� GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA�� 7)n
PROJECT#: SHEET NAME: SHEET NUMBER:
pp c� 7�T ENGINEERING " SURVEYING DATE:
T� 4-21 -09
1 ATTElLSO P.O. BOX 3008-SANFORD, N.C.2733"008-[phone] 101 W. MAIN ST., SUITE 202 RECLAMATION PLAN
GARNER, NC 27529 DRAWN BY. FR 3 OF 5
EX? LORATION SERVICES
FAX: [phone] PHONE [phone] CHK'D BY: CRP
Fax [phone]
g 7 6 5 4 3 2 1
File name: P:\NCGEO\GOLDSTON\GOLDSTON

8 7 6 5 4 3 2 i
i' FREEBOARD 12' Layor of D' MML BILLOW 'g w"
05 Washed Stone I I of mn
VENIN
TOP OF BERM TAPP PRmccn➢u / SCREEN ICCESSIBIE THROWN DOOR
I LITM a+m may rays
4.-40, NIN- Go-;E ,law, WI
E NEW LENGTH
4' MAX
C
2' Cut x 2' Ni FILTER FAHRYC 11flIATQBD EMERGENCY SECTION THRU WEIR
Cut—off TrenTll SPILLWAY
]EVICE /
D BAFFLES CRngS R EE_TION FLOAT D
REGBLE MINT
(RAOwTPP HOSE)
PLAN VIEW
OUTUET END-. CONNECTION
TlWJPGE1CY DY-PASS 1' NIL LT BEAD TO OUTLET PIPE OR R6FR SIRRFL PIPE LONGER THAN SHOWN.
NIIt DVERFTT T.ETENi 6DpN SETTLED T® lHROw
eAARAL OEAfalA6Y
SKIMMER TRASH RAC
IN ILL N SHEET
ARE 4' PAC, OPoFICE SIZES Fi'Xt EACH 8151N ARE
9 ONE Z Sl ON SHEET C2
2� 2 SKIMMEI6 INSTALLED W B49N9 NiBpllT PoSBt BARREL WILL WRFf TO
DMECSPI
12' CMP
GROUND INLE NEEDED) FROM EROSION ANTDEV FLOATATIUN
I SHALL BE 11'� WITH RIPRAP, TARP, MATTING
FILTER FAHRI —� Dr NONE ANTI-9EOP
DR EEIUIVgLENT,
STONE SECTION POND 1 CROSS SECTION DISSIPATER PAD
SS• CAW 46•Lx5YWx34•T
OUTLET PIPE CLASS 'A RIP RAP
STANDARD SKIMMER DETAIL
NOTES-
1) ME ABA USED
BE GIfROJEC M WHEN CAPACITY B R E MO AN tTEYATQN REPRESENTING OF THAT THE SLASH IS H C)"N_
2) THE TAP U9D ro PROTECT WflP MALL BE ME MOM SPECIFIED.TIA THE AUL SE OF TIME TARP SMALL T r. TROINO
TO AVAILABLE STIFFLY. IF LOVE MULTIPLE TRAPS ARE TD BE USED, THEN TARPS SHALL BE 0 MIL MEA AT LEAST SE ER 111E
OR EOAV fY TARP SHALL OVERLAP THE DOWNSTREAM TRAP. THE TAP SHAH BE SO MIL HEAVY WTY 9LYD2 TARPAULINS
OR VIDE A1F IN FOR U.V. RILE POROUS
PROVIDE A wNMUM OF THREE POROUS ME
BOTTOM
TO END
SEES
STPoB ID) FLOW ACROSS THE TRENCHING
REDUCING TU LT F04C
4 BATTLE THE SE MUST DIMENT WILL
LACCUMULATE
SECURED AT THE BOTIOLI AND Y. 90 THIS SHOULD
OR BICAD LY AVAINO UE FORA SILT FENCE
5 MOST OF FOR MAINTENANCE.
a DURING CONSTRUCMON PHA THE PROTECT. PQ M94T STORMWATER RISER SHALL ONLYDEMMER FROM 11E TOP OF PIPE.
STANDARD ROCK DAM SEDIMENT BASIN POW 91ALL NOT 9E CONVERTED FOR STORMWATER USE UNTIL APPRPIED BY DN OMENFAL MGREIN.
STANDARD SKIMMER ATTACHED TO PERMANENT RISER
P _
an_,.,_
e �$. EARTH SEMI
r
p .s .
Ilyy TB' MIN
G aIWAR
WIN TARP PROTECTiCY �. V• µ„DRICH .._ G
1` MI (MINI BURY
TAPP o' MI STEEP CUT OR FILL SLOPE
WEIR l£NGTH
SECTION THRU WEIR 21 SLOPE (MAX) L--� $•
2 ' TYP
;>BIEI�OEN4Y BAPI - SvvwUIE gwASAM BOTH CONTRA P�T N WDDLE
IISYICE SMIBMY WIM IEYPORHtY 9FEOUHC TROD WRE ATTACHED OF
CROSS SECTION IErTw°a aroF Ww MIN LENOT6
140112IDWO L METAL IMST' T PR
D SEOJRY T rR1E EO EBTTDA
Pas s
mono
PLAN NFW BAFFLE INSTALLATION — STEP 1
OF om CLAS$ B� RIP RM
DEWADLNG DE; cSPIEFUll (BID)
f low F7EEBGUID EMEID@ICI
oETDra 2aE UPSLOPE TOE POSITIVE GRADE 1.0% MAX. = tlHDS:
>Y 1. POYI AT LEAST 1C INTO O� :;UTZONT.LL RDPmONTA.
MGM GROUND
POSY
C•WPATER PT SIDE SLOPES / �� 2 MDOO POSTS ARE NOT ACCEPTABLE Fl]ICF POTT
DISSIPATER R PPD 1
Flu wl WAGE MST '[cam a. ro°srA r MART ro ATTAa FAr�c PERSPECTIVE VIEW
2 : 1 (MAX.) ._ \\-e .\\\\\ I
STONE) \\ \ \ \\ \�\ ` F
INLET SHALL. BE PROTECTED (AS \\\ \ \ \ \\\ \ ` \\ \ \ \\ ® \\ \\ \\ \ \ \\ \ \ 0. BAFFLE SPACED As PER APPROVlD PLAN BIEIFD N 1PFN01
NEEDED) MOM EROSION WRH CROSS $ECTIDN CUP OURET PIPE (11� T'P) \\ \ \\ \ tj
\\ \\ � \ \ \\ \\ \\ \\ \\\ \ ` THIGHER OP Q° aAN 91dIlD BE C
\ \\ 11E SPILLWAY
BOTTOM OF
RIPRM, TARP. MALTING OR \ \\ \ BOTTOM OF _
£OUNALENi. NO1E4 TREMOR AND TRINON BAgQ1lID AW
T)) BASIN SAKKND BE CLEAED OUT MIDI CAFAGITT• P.APET AN 'EVATDN REPRESENTING THAT ME TASK IS HNF-RILL. STEEP CUT OR FILL SLOPE FILLED MITI SELL NO t%1MPACiED
2) THE TAP USED TO PROTECT TIE WER SMALL BE TN[ M M EF'OFED. THE UDN OF THE TARP SMALL SE ACCOPOSIO COMPACIID
ITV AYARAB.E SUPPLY. E YIATPIE TAPS APE TO BE (LED. TEEM TARS BRAD. BE OIERLA PE) AT LEAST TY. TEE REV190NS R YI S I
OUPSTREAM F EQUIVALENT ARIA �uL�THE DOWNS1PIDIM TARP. PE TAP 1NAL BE BID MIL HEAW DUTY SILVER TAPAtNNS D DE IPTION scRIP SECTION AT OPENING
3 PROVDE A IR{M1W K TML£ POROUS BRAVES ro LIaTLY BERIL®UIE f IEYM ACP�S TI£ BA9PR. MDt1ONO iURBINEIiCE
34 BARE W1pLK TRI4T BE SECURED AT THE BOTTOM! ANO SIDES WHO STAPLES OR BY TT+BROMND AS FTR A SALT PENCE PLAN VIEW BAFFLE INSTALLATION - STEP 2
a MOST OF THE SEDIMENT WILL Aa11YU X IN THE FIRST BAY, SO THIS SHUIID BE READILY AVAANE FOR MANipRAN(L
B a DLTdNO ME OUEDAICMN PHASE OF?HE FROECT. PFR ANENT STCIN ER FEWER SHALL ONLY DEWAT !API EN ER E 1015 PE.
ND OF P
PO MULL NOT BE CONVERTED FOR 9MRMIER 119E UNiL APPROIID BY ENVRONIlTRTA ENGINEER. B
STANDARD SKIMMER BASIN DIVERSION DITCH 9 GRAVEL & RiP RAP FILTER BASIN 3B
B'-e• N. Bw s« MemE. otmF
100' MIN. NOTM MARRY SOIL I I + RMD/APMCENT BIDE spIr
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO I� I
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. <
' �' - ,ter: • 'E n.-= 2 IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
tvA:Aw;14%74;.?,.,x?,^:: '_'' `p.":.:. IS NOT REMOVED BY THE VEHICLE TRAVE NG OVER THE PI STONEI THEN THE TIRES OF
STONE TO BE USED`IVA. 50' OR WIDTH OF BEFORE ENTERING THE PUBLIC IROAD.ICIIS MUST 8E WASHED SIDE SLOPES
E)OSTING ti (SURGE STONE OR RAILROAD?- PROPOSED STREET. _ 2:1 TYP. — a•o° MBI,.-- e•-L° wn e'-e' wn- — e°-a° Mnr-
ROADWAY .LBALLAS». •�C,^;�E.;;, ;-'R WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL - END PANEL—TYPE I END PANEL—TYPE II m
REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN STONE AND , EFT 1dIN
:�E!'•"'?..+,.a a T, v,y REPLACEMENT WITH FRESH STONE. 1
L u ut b Po•I
-On WHARRI WRA'. I .�1. TmMW w .ma .ep
PAW
III
TOP OF EERIA dF m LINE PANELS
PLANVIEW <
II II 1J
_ y
Y NOTE: _
' SIDE SLOPE OF BERM a — flows *AxI I 0 �(""^IPHIGI WAPI � � .APED 1. sa .PmNmuen uw ae eewvkg: 9• I INnm A
Bob
NEW CONSTRUCTION moos BAR v" BPlmm Aee Grid Wlwx,a e<aaE TO }Mn. Rob 0 ro.M eo woa Bw nasM. DMDONI
EO' MIN. 40' MN. A. Pea m mpnl F weU:Ia.
STAGGER STRESS PANEL PANEL AT MINOR DEPRESSION P. spacing',Gt °oaAN BARBED WIRE FENCE
EXISTING ROADWAY �� f Fa to ee we.
4 A. Rr. w N. wsa
°ART H CAre'z I. Harder 0 aRyF w Awn N. m sparad) (3-WIRE)
°° oFEss 2 MORTISE DETAIL
12° MIN. :� d ..•••••••.• �� DFSIGHED Try atlers
B' MIN.T STAGGER • _ �°QQ- iD2ae-s, RfAET1ED
°O E SEA v
s AI+K,OIED
A = ZE ° 02639 r SAFETY ALWEMs TMINi ORAATI SCALE NONE A
ABRIC UNDER STONE 'v° FPA Wpm 111 101 1 AM OF
__ BMpS342DW0
GREJ`JJ
/ASS SECTION TREES ° pl . ';`�'- � 7a9
THIS DOCUMENT i TOGETHER WITH THE CONCEPTS AND Of51GN5
REV DATE REVISION
PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICES. IS INTENDED PROJECT: GOLDSTON QUARRY
`' p I ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
VISUAL BARRIER BERM (N I-T S) PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
WITHOUT WRIREN AUTHORIZATION A ND ADAPTATION BY RWK. PA SHALL
1 730-09 DLR COMMENTS BE W"OUT UVBILIIY To MAIN, PA
-- ^ � �� GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLING
STANDARD CONSTRUCTION ENTRANCE y 71 7 T /J�e) PROJECT#: SHEET NAME: SHEET NUMBER:
PA 1 ERwJc O1V ENGINEERING ^' SURVEYING DATE: 4-21 -09 EROSION
P.O. BOX 300H-SANFORD,N.C. 2T331-3008-(919)7743770 101 W, MAIN ST., SUITE 202 CONTROL /� ® f
GARNER, NC 27529 DRAWN BY: FR �'! {-'
EXI LORATION SERVICES FAX: [phone] DETAILS
� PRaNE [phone] CHK�D BY: CRP
FAX[phone]
8 7 6 j 5 4 3 2 Pile name: P:\NCGEO\GOLDSTON\GOLDSTON

8 7 6 5 4 3 2
45'
HYDRAULIC ANALYSIS OF EX . CULVERTS
I - 2.5' S GUILDER 2.6' SHOULDER FLOW
360 - - - 360
•0' 6• RIP RAP INLET
EZ
12 CRUSHER RUN OR CABCr"• I 1
y�
340 - _ I __ �_ i
_ - -_ 340
...^y n -e.c. a . ..,.., i .•.
D _ HAUL ROAD SECTION
_ - 30' WIDE •-';�.-;, ;
R
320 - - - - - - - - - - - 320 DETAIL NOT TO SCALE
rl­-E)ffSTMG GRADE
- - - - _ -
IF
RIP RAP OUTLET
300 g __ _ __ . _ ___ __ ___ 300 PRIMARY TAILINGS POND SECONDARY TAILINGS POND
PLAN VIILI
EW
_. _.. _ II-
a a I
280 280 1��� �, 1I1 1 ,IL 1
EXCAVATE EXCAVATE lY _ ;..,., 12" CRUSHER RUN
260 -
I v'N
- 1 - 260 TAILINGS POND DETAILS 2 MIN. �_EXIsnNG GRADE
-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 NTS COMPACTED FILL CULVERT
PROFILE OF EXISTING HAUL ROAD , „IN � SILT FENCE PROFILE VIEW
H SCALE 1"=200'
V SCALE: 1"=2O•
- . - -
,III
TA
STREAM CRnSSINC; nFTgIL
C l (8) DRA--v Rnitless WAIT : , UL,a)E:UNOFF RAIN )r)L KUNUFIF VULUI TOTAL CA FULL VELOCITY PIP(DIA SLOPE PIPE INV. (fl)El EV INV Fn)ctr HO(ft)P .MUC�E'VpSK➢T:;oE I E•' � I I�EI IFI�F - ( ) C
I IIHP .PTA Icnln+u, ADCA Ilk I- TOP oc stv PexcE
in) I
I
A 2+40 40 1.0 0.45 0.45 5 7.5 3.37 3.37 31.99 1.65 24 2.0 305.5 304.5 3011 6.47 CULVERT PIPE SIZE AND DISSIPATOR PAD SIZE
DISSIPATOR SIZE
B 5+g0 50 10.1 OAS 4.5 5 7.5 33.73 33.73 94..3 6.07 36 2.0 317 315 318.85 STEEL FEMCE POST FRONT VIEW LOCATION CODE PIPE SIZE inch CIO CFS THICKNESS IN WIDTH FT LENGTH FT RIP RAP CLASS
C 13+q0 50 38.1 0.4 15.2 5 7.5 113.92 113.92 163.37 20.3 36 1 6.0 283 1 280 289.31 WIT axcE oxgr vcRE TEncE CULVERT A 36 34 27 35 32 B
II FILTER TRHRID.
HARDWARE amx 0 An
IN r^�H CULVERT IS 24 4 18 18 20 B
STEEL FENCE P°siii
MAX SET APAR CULVERT C 36 714 45 44 47 B
HYDRAULIC ANALYSIS OF EX, CULVERTS WASHED STONE FILTER °F M6T ; ° �` CULVERT 76'1 2000
8' ALTER FpHRIC
/N GR°UN➢ HYDRAULIC ANALYSIS OF EX . CULVERTS
\ 1. RID REMN FLOW
1. OYE SEDIMENT MIEN NAIf OF STONE WHET IS CO4fliED.
2 REPLACE STONE AS NEEDED TO ENSURE OEWAIERING
BURY "RE Ip10E AND HARDWARE GAIN BURY 6' OF N EDGE NC OF
FILLER RABRIC W ifdNCX
;ACTION VIEW
RIP RAP INLET
STANDARD SILT FENCE OUTLET r--`-
I I I I
fj i i I
II
I'll
11 1 I > 1
--I 'I - :.HAUL ryROAD�'
I
.,.. ... ,
.: �•: "..
It
MIN
I 1 1 I I 1
-- 450 84Lx159Wx72"T
I
501 UNDISTURBED BUFFER 50' VISUAL BA
RRIER GERM : - - D50=38" STONE
400 '.. o 400 RIP RAP OUTLET
��� EXISTING GRADE -
350 _ .�. _._ .- -_. _. __ j R - CRFFfC _ 350 �./,�.
-"- - --- "- SD' UNDISTURBED- BUFFS - - PLAN VIEW 12" CRUSHER RUN
_ T I
300
MAX WATER SURFACE ELEVATM UIeoN RECLAMATION :- ' a•
:_mow••=•„"'-
250
.. PROPOSED GRADE - - __.. _ -_ -. MAUL -ROAD ••� _ _. - _ 250
'AAA
_ _ 1 -_ - \ - -. - _ __. - 2' MIN.
200 15''. BENCH TYP { a 200
'I, ! COMPACTED FILL EXISTING GRADE
150 L.. - 150
i
100 _ 100
VCN GgrU 78" x3 CMP CULVERT
PROPOSED PIT F•hI'UOR � 'oFESSV i2
_ 50 _ �f 50 r Q- o. y PROFILE VIEW
0 T � 026335 STREAM CROSSING DETAIL
A -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
H.
'��. .> O A
FINS DOCUMENT, TCGETHER WISH THE CONCEPTS AND DESIGNS -
MINE EXCAVATION DETAIL REV DATE REVISION ONLY FOOR THE°S ECIFIC PUR OSEMAND OUGHT MREW„C„PITS µ°AAS PROJECT: GOLDSTON QUARRY
PREPARED, REUSE OF AND 'MPROPER RELWNCE ON TIES DOCUMENT
WrtlouT WRITTEN Aon+oRIZATION AND ADAPTATION er RWK, PA SIMI BAH. BRANCH PROPERTIES LLC. ,SANFORD, INC
H SCALE: 1"=100' BE WITHOUT LIABILITY TO RVI P0.
V SCALE: 1"=100' - 1 7-3o-os DLR COMMENTS � GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
PROJECT#: SHEET NAME: SHEET NUMBER'
l �q TAT17� ENGINEERING - SURVEYING DATE: 4-21 -09 EROSION
1 ERSO1NT�7 P.O. BOX 3008-SANFORD, N.C. 27331-3008-(919) 7743770 101W. MAIN ST., SUITE 202 CONTROL &
7 T ,1 �7TT Ai CI-G� p� 7T LOCI GARNER, NC 27529 DRAWN BY: FR
EXF)LORATIO1V SE V 10E J FAX: [phone] PHONE [phone] CHK'DBY: CRP DETAILS &
ROAD PROFILE
FAX[phone]
8 7 6 5 �_-.- 4 2 __ 1
File name: P:\NCGEO\GOLDSTCN\GOLDSTCN

8 7 - �1--- 6 �— 5 - 4 3 -- - - 2 —`---- 1
I
gEARR IN '_E MARSH 1 _
! EARRINGTON 11
DB 821 PG 0727-_
---
GILDA HARRIS
/ , \ BILLY HUGN ELKINS
LAMBERT
LKINS
DB 05E PG 0358 / PATRICIA THOMAS REB7CCA L 1067
DBO391 PG 1072 DB 739 PG 1067
PROPERTY LINE/PERMIT BOUNDARY\ — — _` 50' uNDISTURBED BUFFER ' � ' — "" — ' PROPERTY LINE/PERMIT BOUNDARY ._-- —
D ISR EED BUFFER
50' UNDISTURBED BUFFER_•- -,-•-•- -^•7, ; / e
u t'- -•-•T•VISUAL BARRIER BERM1, 11 MONSOON
/
1
-
'- ;\ \ OVERBURDEN SLOPE 2:1 ' J
lol TARHEEL LAND AND
,J I �� TIMBER
DB 1088 PG 793
G
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i - � / /•/ or
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S2 PIT FLOOR i 1 I I ANpASD ERLENE RALPH ! DID 736 5
MINING DBB560 BROOKS --ELSCALES-EL DB 736 0
1 11 1P�� PC 250
PG 569
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VICINITY AP NTS � T 1
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i LAr�� Z
_ ` FISHER
1 s(' "1 I ) { j Ilr,.• - A 0+0 T SECTION THROUGH\ MI E �'- / / I�w THOMAS WOMBEI.. N
a r `� atvs ' ° 1 w � N 1(SHEET 5 OF 5)\ ` ♦, I / I� LACY MARY
iK DB 365 PG 0421'
CD 0
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` HFIRS
I".."_ ¢ --1 '1' DB 124_ PG 0218 ro'-, 1 \ ♦ > -z .� JAMES WILLIAM T. E
�z DB 461-PG
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7 t U o
GLORIA 0 WIL >iM
�yry 1
w , w 1 �' IVITIA ` ls �-•- _ O DB 1004 PG 1,G26 --� --
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Em o• �,..,� I
. < -o ! � O 1 •/'-•/ UN ♦ '� / JAMES PRINGLF. LEGEND
P b 1 ® , A ANDR�W ESTAir_ ' C
' '� R� 1" ' EXISTING CREEK
c "✓ T P- 1 i E I - :�'7 � '�. ♦ I OB 06E PG 0072
✓' ♦, �,o, I' ,♦ '♦ PROPERTY LINE MINIMUM
I '+' i 1 ♦ SAMUEL LEE
JACK
G v r m Y O � � ` ♦ _ ,r , - ' r , _ ' _ ' _I DB 1 53 8 PG 0043 _` 049750No JOINING PROPERTIES
USGS TOPO 1 ' =2000' \ �'�- `� tJ�S/ + / ♦ ♦ J SEPH KREMB_ER LEI
513 G ZO
w Q' v /
TAILINGS SOuING LINE
UNEXCAVATc-O BUFFER MINIM imisioulnulnol■
DSCHAR E PAINT FOR 015�JR' '� / POND DETAILS /
iQ PiT o -WATE \ g0 ONE /' T (SHEET 5 OF 5) / EXISTING BUILDING
A� `tiC �/ - MINE PERIMETER
nZ 'INETL4NDS
OVERBURDEN��(v�,•� AREA PERIMETER DISPOSAL
,o o , / a�
\ f• MINN woo ' ` O ! Z O/ STOCK PILE PERIMETER MEMO NOUN
o"R- CATEGORY TOTAL BASIN (DIMS. IN CHART SHEET C2) O
� it, V MINE 35 . `li 8 AC < DIVERSION DITCH
obi / ;/ \ * PLANT AND STOCKPILES 12 . 66 AC
PLANT AND STOCK PILE SILT FENCE —�
1 a JOHN T G044 JR. I TAILINGS PONDS <
CIRO MAYA MAYA z CEI , AREA ' 2 DB LF PG 0443 2 - O Q AC BUFFER
VALPEZ GUILLERMINA � W` - ITS DATA
DB 1248 PG 0077 Do ' ` ' ' � J - HAUL ROADS 2 . 98 AC �\ 1 . PIN: 9616-07-9402
OWNER: BOBBY BRANCH
TOTAL r ACREAGE TO I DB. 1140 N PGNED 90N0 RA-40
IBE A EEC, ED 52 • 82 AC -I CALCULATED DEED ACRES 98.8
SKETCH ACRES NA
A B
7 THE STOCK
Z �I D • 1 ' - _ THE STOCK' PILE AREA 2. PIN: BOBBY 5 RANCH
_ /r OWNER: BOBBY BRANCH
J ZI ? / / ZONING: UN-ZONED
40
W =� Q ' '' J �/Y /\ C CALCULATED PDEED2 ACRES 70.9
O of ' d' L1 SKETCH ACRES NA
r� I 3 PIN: 961E 27 3769
op •,� OWNER: DLBLl E lAr,C-
- - ZON N ' JN-ZDNaD
OFFlCE /,/' / I• I = DBL I L
ZbT PG: 1053
CAL ILA-ED DEED ACRES 9-479
SCALE / �.0 SKETCH ACRES NA
NOTE:
1 . BOUNDARY INFORMATION FOR TRACTS ARE FROM
REFERENCES
op • _ /,I. 1 BRANCH PROPERTY
00IDEL 99E PG: 240
.'/ ' I 200 0 200 400 600 LOT 3, PS: 90 PG: 236
FERRY M BARBER JR- 'JF� I BOBBY BRANCH PROPERTY
DB 672 PG 0883 DB: 1140 PG 1090
C Sc & e I /� y/ I 1 L06 PB: 2G Pc: 4a
i r /• - DB: 1262 PG: 1053
y I PB: 2004 PG: 68
2. TOPOGRAPHIC, ZONING, AND FLOOD INFORMATION SHOWN IS
1lQ /' 1 FROM CHATHAM COUNTY, NORTH CAROLINA GEOGRAPHIC
/ I INFORMATION SYSTEM.
A r ` ( CAYCE L AND RUTH 3. NOT IN 1 % ANNUA- CHANCE FLOOD PLAIN A
- HILLIARD PER FIRM 37109601500,1 FEBRUARY 2, 2007
DB 257 PG 0245 REV DATE REVISION
J�
- gg _ 12-3-09 DENR _
� ' � ' '- '-T ' R' �' fF, v THIS DOCUMENT, TOGETHER, ASAN WITH ITHENSTRUMENT
CONCEPTS AND ES OS INTS
_ . . . - _. . - ._ _ _.. __ . '• 50' 11\ID STURBED I7UPt �7 3 9-28-09 LAND DUALITY ONLY FOR HEREIN, as AN PURPOSE AND of NT FO cs. I IurervoFo PROJECT: GOLDSTON QUARRY
ONLY FOR TIES OF A D IMPROPER
R RELIANCE
FOR WHICH n MEN
PREPAI2 B-27-09 BUFFER W"OU<eo. gmNE OF mo inON AND gcunry TI ON Y R PA Ur B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
PROPERTY LINE/PEf�W/IIT BOUNDARY wmlour wrelrrEM nurHoreiunore Arvo nnAvrnnoH ar gwre, an sruiL
6E WDUOUT LABILRY To RWM, en.
1 7ao4>s DLRCOMMENTS GULF TOWNSHIP, CHATHAM COUNTY, NORTH CQROLINA
L11'1]1 PROJECT#: SHEET NAME SHEET NUMBER:
ENGINEERING ^ SURVEYING DATE: 5-18-09PATTEpS 1 P.O. BOX 3008-SANFORD,N.C. 27331 3008-[phone] 10 1 W. MAIN ST , SUITE 202 MINE 1 OF 5
GARNER, INC27529 DRAWN BY: FIR MAPFAX: [phone]
EXPLORATION SERVICES PHONE [phone] CHI BY: CRP
FAX[phone]
8 7 6 5 4 3 2 1
File name: P:\NCGEO\GOLDSTON\GOLDSTON

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FAX [phone]
1
GOLDSTON QUARRY
' B.A. BRANCH PROPETIES, LLC
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
1
EROSION CONTROL
1
AND
STORMWATER MANAGEMENT
' CALCULATIONS
EA
9D
rµCAI7 ,
$
1 = 026395 e
3Z ya
%9P FNL'I NEE
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Bruin Calcs
ENGINEERING-S(IRVE1
' 10I W.M NST_sumc 202
GMNER.INC 27529
P ONe(919)779i
FAX[phone]
GOLDSTON QUARRY - CHATHAM COUNTY, INC
BASIN SIZING1 »_- '
Required Requiri Approximate
SKIMMER BASIN 1800SF Volume Surface i4ea Volume DEWATERING
a i STT-! Calculatetl
disturbed 010 x 435 at Skimmer Sing (Dewater Basin between 1 and 3 Numberof
area x basin br Q10 32e days) Daysto
Area of disturbed Area of undid disturbed Total Area of Disused Total Area Disturbed Area RISER BARREL 1800SF exultant. -. sklmnier)1".'± 3.5 depth Dewaler
BASIN# at Ad sf Ad at AC 02 tofs) 010 cfs TYPE cu f . sf 4 KQ length width sf area cuft 4"no orifice 4"w2.5"orifce 4"w1.5"arNoe
s'ti . Cuft I day Cu RI day Ca Rl day
�-'T.=Zlm
1 515.931 1197 818,355 18.79 1,338,286 30.65 110.16 67.24 RISER BARREL 1500 - 21MI a-.,29249 230 240 55200 1932M 16863 1.3
' 2 309663 7.11 7.11 23.(X 38A SKIMMER BASIN 1500 12796 ' --M2383 160 80 12800 44800 81B1 16
3 141534 3.25 3.25 11.84 19.325KIMMER BASIN iB00 5B49 ; ,x�'Y62]9 120 55 se9D 23100 2945 2.0
4 115917 2,66 2.66 9.53 15.81 SKIMMER BASIN 1800 4793 ;.,-..[75138 110 50 55M 19250 2945 1.5
5. 195213 4.48 4,481 17 181 2Z9 SKIMMER BASIN 1888 8067 .:; ,#90BB 150 1 551 9750 U125 8181 1.0
e 6 31)930 7.B3 7.83 X 11 48.87SKIMMER BASIN 18001 14088 H5883 150 90 16200 56700 8181 1.7
] 436362 10.02 10.02 36.fi2 56.5 BKIMMERBASIN 1500 18031 •18363 200 95 19W0 66500 16863 11
8 34199 079 0.79 2,81 TRAP 3600 2826 ,.,. 1222 50 25 1250 4375
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Reservoir Report
Page 1
Reservoir No. 3 - POND1 Hydraflow Hydrographs by Intelisolve
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage I Storage Table
1 Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(tuft) Total storage(tuft)
0.00 290.00 400 0 0
5.00 295.00 14,990 38,475 38,475
' 10,00 300.00 44,500 148,725 187,200
Culvert 1 Orifice Structures Weir Structures
1 [A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 36.0 0,0 0.0 0.0 Crest Len ft = 18.84 40.00 0.00 0.00
Span in = 36.0 0.0 0.0 0.0 Crest El.ft = 296.00 297.00 0.011 0.00
No.Barrels = 1 0 0 0 Weir Coeff. = 3.33 2.60 0.00 0.00
Invert El.ft = 290.00 0.00 0.00 0.00 Weir Type = Riser Broad
Length ft = 40.0 0.0 0.0 0.0 Multi-Stage = Yes Yes No No
1 Slope% = 3.00 0.00 0,00 0.00
N-Value = .013 .013 .000 .000
Orif.Coeff. = 0.60 0.60 0.00 0.00
' Multi-Stage = n1a No No No Exfiltration Rate = 0.00 inlhr/sgft Tailwater Elev.= 0.00 ft
te:No All outflows have been analyzed under inlet and outlet control.
Stage!Storage 1 Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Total
ft tuft ft Cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 290.00 0.00 - -- -- 0,00 0.00 - -- - 0.00
' 1.50 3,695 291.50 0.00 _-- � 0.00 0.00 _� 0.00
1.00 7,695 291.00 0.00 0.00 0.00 0.00
1,50 11,543 291.50 0.00 0.00 0.00 0.00
2.00 15,390 292.00 0.00 - - --- 0.00 0.00 - - - 0.00
2.50 19,238 292.50 0.00 - -- - 0.00 0.00 - - - 0.00
' 3.00 23,085 293.00 0.00 __ __ 0.00 0.00 =_ _= _- 0.00
3.50 26,933 293.50 0.00 0.00 0.00 0.00
4.00 30,780 294,00 0.00 -- -_ -- 0.00 0.00 -- - 0.00
4.50 34,628 294.50 0.00 - - - 0.00 0.00 - - - 0.00
' 5.00 38,475 295.00 0,00 = _ --- 0.00 0.00 _ --- 0.00
5.50 53,348 295.50 0.00 0.00 0,00 0.00
6.00 68,220 296.00 0.00 0.00 0.00 0.00
6.50 83,093 296.50 22.18 - -- 22.18 0.00 -- - -- 22.18
7.00 97,965 297.00 62.74 -- - --- 62.74 0.00 - - -- 62.74
' 7.50 112,838 297.50 82.27 = - _ 55.73 26.53 - - = 82.25
8.00 127,710 298.00 86.44 49.02 37.43 86.44
8,50 142,583 298.50 89.90 --- -- 46.38 43.47 - -- 89.85
' Continues on next page...
1

0

POWD1 Page 2
Stage I Storage 1 Discharge Table
1 Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr 0 Exfil Total
ft Cuft , ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs
' 9.50 172,328 299.50 93. 1 _ — — 44.79 51.02 - 93.11
9.50 172,328 299.50 96.21 44.79 51.02 95.81
10.00 187,200 300.00 99.19 44.96 54.08 99.04
...End
1
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PROJECT: ON QUARRY GOLD z
2
LOCATION: GOLDSTON, CHA7HAM COUNTY, NC (L�
ENGINEERING — SURVEYING
CORPORATE LICENSE:C-1 771
10 1 W. MAIN ST., SUITE 202
GARNER, NC 27529
PHONE[phone]
FAx[phone]
' jDissipator for�CIJ,LVE,R1;�A,�36'�,HDPE�PIPE��t��
V=
' s= 0.02 ftlft
D= 3611
n= 0.013
' Tailwater Conditions Unknown-Assume T,N<0.5xD
Velocity for pipes flowing just full: V= s^0.5*DA21318.9'n = 0.02A.5*36"21318.9*0.013
V= 13.3 fps
QCapacitp 95 cfs
' From SCS 1975 Minimum Tailwater Conditions:
For D=36" &V=13,3 fps >>> d50=12" : Use Class "B" Rip Rap
' dmax=12"x1.5=18"
Pad Thickness=dma,x1.5=27"
' For D=36" & Q=95 cfs >>> La=32'
W=La+3*D=32'+9'=41'
Dissipator.for CULVERT =124"'METAL B PIPE
V=
' s= 0.02 ftlft
D= 24 '
n= 0.013
' Tailwater Conditions Unknown-Assume Tw<0.5xD
Velocity for pipes flowing just full: V= s"0.5*DA2/3/8.9*n = 0,02A.5*24A213I8.9*0.013
' V= 10.2 fps
QCape6tr 32 cfs
1 From SCS 1975 Minimum Tailwater Conditions:
For D=24" &V=10.2 fps >>> d50=8" : Use Class "B" Rip Rap
' dmax=8"x1.5=12„
Pad Thickness=dmaxx1.5=18"
' For D=24" & Q=32 cfs >>> La=18'
W=La+3*D=18'+6'=24'
1
Page 1 of 3
1

� i,

1 ,....-wyn:`^'5'+•'v-3a.+.....rn,y, __,._,_......—.._.. ................3 ._...,,., .,.,,_.-y r.�..,h SA i. „;� ��
Diss�pator:for�CULVERTCr 3fi: HDPE yMETAL PIPE ;
' V=
s= 0.06 ft/ft
D= 36 "
' n= 0.013
Tailwater Conditions Unknown-Assume T,N<0.5xD
' Velocity for pipes flowing just full: V= s"0.5*DA2/3/8.9*n = 0.06A.5*36A2/3/8.9*0.013
V= 23.1 fps
QCapabty= 163 cfs
From SCS 1975 Minimum Tailwater Conditions:
' For D=36" &V=23.1 fps >>> d50=20" : Use Class "B" Rip Rap
dmax=20"x1.5=30"
Pad Thickness=d,na„x1.5=45"
For D=36" & Q=163 cfs >>> La=44'
' W=La+D=44'+3'=47'
' Dissi ator'forCULVERT�D =78"z 3'CMP..:.,: '^v.. ��`;
V=
s= 0.03 ft/ft
' D= 78 "
n= 0.013
Tailwater Conditions Unknown-Assume T,N<0.5xD
' Velocity for pipes flowing just full: V= s^0.5*DA2/3/8.9*n = 0.033A.5*78^2/3/8.9*0.013
' V= 28.7 fps
QCapacity- 960 cfs
' From SCS 1975 Minimum Tailwater Conditions:
For D=78" &V=29 fps >>> d50=36"
' dmax=32"x1.5=48"
Pad Thickness=d,7,a„x1.5=72"
' For D=78" & Q=960 cfs >>> La=84'
W=La+3*25=84'+75=159'
Drssipator for CULVERT,1; 367 CMP METAL PIPE S fi"'
' V=
s= 0.03 ft/ft
D= 36 "
n= 0.013
Tailwater Conditions Unknown-Assume Tw<0.5xD
Page 2 of 3

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� I
1

Velocity for pipes flowing just full: V= s^0.5*DA21318.9*n = 0.03^.5*36A2/3/8.9*0,013
tV= 16.3 fps
Qcapackty= 200 cfs
' From SCS 1975 Minimum Tailwater Conditions:
For D=36" &V=13.3 fps >>> d50=24" : Use Class "A" Rip Rap
' dmax=24"x1.5=36"
Pad Thickness=dn,a,x1.5=54"
' For D=36" & Q=95 cfs >>> La=48'
W=La+3'D=48'+9'=57'
1
t
1
Page 3 of 3

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lHydrograph Summa Re ort Page 1
Summary p
Hydt Hydrograph Peak Time Time to Volume Inflow o Maximum Maximum Hydrograph
No. type flow interval peak hyd(s) elevation storage description
(origin) (cfs) (min) (min) (tuft) (ft) (tuft)
1
1 SCS Runoff 110.16 1 719 252,350 ---- ------ ------ 1
' 2 SCS Runoff 23.04 1 718 48,809 -=-- ------ Y--- 2
3 SCS Runoff 11.64 1 716 20,618 3
4 SCS Runoff 9.53 1 716 16,875 ---- ------ ----- 4
' 5 SCS Runoff 17.18 1 717 32,855 ---- ---- --- 5
6 SCS Runoff 30.10 1 715 53,854 ---- ------ — 6
' 7 SCS Runoff 36,62 1 720 90,317 ---- ------ ------ 7
Proj. file: GOLDSTON hydrofore r20RN8lffiA;%t0S1GFW Run date: 08-06-2009
Hydraflow Hydrographs by tntelisoive

Hydrograph Report
Page 1
' Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
1 1
' Hydrograph type = SCS Runoff Peak discharge = 70.65 cfs
Storm frequency 2 yrs Time interval = 1 min
Drainage area = 30.65 ac Curve number = 76
' Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 8.4 min
' Total precip. = 3.60 in Distribution = Type li
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume= 159,629 tuft
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 11.28 1.44 11.85 29.57 12.42 9,03 12.98 4.84
11.30 1.50 11.87 34.00 12.43 8.79 13.00 4.78
11.32 1.55 11.88 39.10 12.45 8.54 13.02 4.72
' 11.33 1.60 11.90 44.87 12.47 8.30 13.03 4.67
11.35 1.66 11.92 51.31 12.48 8.05 13.05 4.61
11.37 1.72 11.93 57.50 12.50 7.80 13.07 4.56
11.38 1.78 11.95 63.11 12.52 7.55 13.08 4.51
' 11.40 1.84 11.97 67.58 12.53 7.31 13.10 4.46
11.42 1.90 11.98 70.31 12.55 7.08 13.12 4.41
11.43 1.97 12.00 70.65 << 12.57 6.86 13.13 4.37
11.45 2.03 12.02 68.12 12.58 6.65 13.15 4.33
11.47 2.10 12.03 63.88 12.60 6.48 13.17 4.30
11.48 2.16 12.05 58.12 12.62 6.32 13.18 4.26
11.50 2.23 12.07 51.40 12.63 6.19 13.20 4.23
' 11.52 2.34 12.08 44.31 12.65 6.07 13.22 4.20
11.53 2.48 12.10 37.49 12.67 5.97 13.23 4.16
11.55 2.67 12.12 31.29 12.68 5.88 13.25 4.13
11.57 2.93 12.13 25.84 12.70 5.81 13.27 4.10
' 11.58 3.29 12.15 21.25 12.72 5.74 13.28 4.07
11.60 3.77 12.17 17.66 12.73 5.68 13.30 4.04
11.62 4.34 12.18 15.18 12.75. 5.63 13.32 4.01
' 11.63 5.04 12.20 13.41 12.77' 5.57 13.33 3.98
11.65 5.88 12.22 12.31 12.78 5.52 13,35 3.95
11.67 6.85 12.23 11.69 12.80 5.46 13.37 3.91
11.68 7.96 1225 11.37 12.82 5.41 13.38 3.88
' 11.70 9.20 12.27 11.14 12.83 5.35 13.40 3.85
11.72 10.57 12.28 10.92 12.85 5.29 13.42 3.82
11.73 12.08 12.30 10.69 12.87 5.24 13.43 3.79
1 11.75 13.72 12.32 10.46 12.88 5.18 13.45 3.76
11.77 15.51 12.33 10.22 12.90 5.12 13.47 3.73
11.78 17.54 12.35 9.99 12.92 5.07 13.48 3.69
11.80 19.87 12.37 9.75 12.93 5.01 13.50 3.66
' 11.82 22.59 12.38 9.51 12.95 4.95 13.52 3.63
11.83 25.79 12.40 9.27 12.97 4.90 13.53 3.60
Continues on next page...

e
e

Hydrograph Report
Page 1
' Hydraflow Hydrographs by Intelisolve
' Hyd. No. 1
1
' Hydrograph type = SCS Runoff Peak discharge = 128.74 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 30.65 ac Curve number = 76
' Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of cons. (Tc) = 8.4 min
' Total precip. = 5.10 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=290,659 tuft
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 10.93 2.62 11.50 5.92 12.07 91.22 12.63 10.43
10.95 2.67 11.52 6.16 12.08 78.25 12.65 10.23
10.97 2.72 11.53 6.47 12.10 65.89 12.67 10.06
10.98 2.77 11.55 6.90 12.12 54.73 12.68 9.91
11.00 2.82 11.57 7.50 12.13 44.98 12.70 9.78
11.02 2.82 11.58 8.33 12.15 36.83 12.72 9.67
11.03 2.82 11.60 9.44 12.17 30.48 12.73 9.56
11.05 2.82 11.62 10.74 12.18 26.13 12.75 9.46
11.07 2.83 11.63 12.34 12.20 23.03 12.77 9.37
11.08 2.83 11.65 14.21 12.22 21.10 12.78 9.27
' 11.10 2.85 11.67 16.35 12.23 20.01 12.80 9.17
11.12 2.96 11.68 18.74 12.25 19.44 12.82 9.08
11.13 3.07 11.70 21.38 12.27 19.04 12.83 8.98
11.15 3.19 11.72 24.24 12.28 18.64 12.85 8.88
' 11.17 3.31 11.73 27.32 12.30 18.23 12.87 8.79
11.18 3.44 11.75 30.59 12.32 17.83 12.88 8.69
11.20 3.58 11.77 34.09 12.33 17.42 12.90 8.59
11.22 3.71 11.78 37.99 12.35 17.00 12.92 8.49
' 11.23 3,.85 11.80 42.39 12.37 16.59 12.93 8.39
4 11.25 .00 11.82 47.45 12.38 16.17 12.95 8.30
11.27 4.14 11.83 53.32 12.40 15.75 12.97 8.20
' 11.28 4.26 11.85 60.18 12.42 15.33 12.98 8.10
11.30 4.37 11.87 68.12 12.43 14.91 13.00 8.00
11.32 4.49 11.88 77.13 12.45 14.49 13.02 7.90
11.33 4.61 11.90 87.19 12.47 14.06 13.03 7.80
11.35 4.73 11.92 98.24 12.48 13.63 13.05 7.71
11.37 4.86 11.93 108.65 12.50 13.20 13.07 7.62
11.38 4.98 11.95 117.87 12.52 12.78 13.08 7.53
' 11.40 5.11 11.97 124.89 12.53 12.36 13.10 7.45
11.42 5.24 11.98 128.74 << 12.55 11.96 13.12 7.37
11.43 5.37 12.00 128.33 12.57 11.58 13.13 7.30
11.45 5.51 12.02 122.91 12.58 11.23 13.15 7.23
11.47 5.64 12.03 114.56 12.60 10.93 13.17 7.17
11.48 5,78 12.05 103.66 12.62 10.66 13.18 7.11
Continues on next page...

d

Hydrograph Report
Page 1
' Hydraflow Hydrographs by Intelisolve
' Hyd. No. 1
1
' Hydrograph type = SCS Runoff Peak discharge = 216.47 cfs
Storm frequency = 100 yrs Time interval = 1 min
' Drainage area = 30.65 ac Curve number = 76
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 8.4 min
t Total precip. = 7.22 in Distribution = Type 11
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume=494,548 cult
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 10.60 4.35 11.17 7,28 11.73 52.19 12.30 29.19
10.62 4.41 11.18 7.54 11.75 58.00 12.32 28.52
10.63 4.48 11.20 7.81 11.77 64.14 12.33 27.85
' 10.65 4.56 11.22 8.09 11.78 70.89 12.35 27.17
10.67 4.63 11.23 8.37 11.80 78.43 12.37 26.50
10.68 4.71 11,25 8.65 11.82 87.00 12.38 25,82
10.70 4.79 11.27 8.94 11.83 96.87 12.40 25,14
' 10.72 4.87 11.28 9.15 11.85 108.29 12.42 24.45
10,73 4.96 11.30 9.37 11.87 121.41 12.43 23.77
10.75 5.04 11.32 9.59 11.88 136.16 12.45 23.08
' 10,77 5.13 11.33 9.82 11.90 152,45 12.47 22.39
10.78 5,21 11.35 10.04 11.92 170.16 12.48 21.71
10.80 5.30 11.37 10.27 11.93 186.58 12.50 21.01
10.82 5.39 11.38 10.50 11,95 200.83 12.52 20.33
' 10.83 5.48 11.40 10.74 11.97 211.31 12.53 19.65
10.85 5.56 11.42 10.98 11.98 216.47 << 12.55 19.01
10.87 5.66 11.43 11.21 12.00 214.61 12.57 18.41
10.88 5.75 11.45 11.46 12.02 204.59 12,58 17.85
' 10.90 5.84 11.47 11.70 12.03 189.89 12.60 17.36
10.92 5.93 11,48 11.95 12.05 171.16 12.62 16.93
10.93 6.02 11,50 12.19 12.07 150.09 12.63 16.56
' 10.95 6.12 11.52 12.64 12.08 128.33 12.65 16.23
10.97 6.21 11,53 13.22 12.10 107.69 12.67 15.96
10.98 6.31 11,55 14.05 12.12 89.16 12.68 15.72
11.00 6.41 11,57 15.22 12,13 73.03 12.70 15.51
11.02 6.38 11.58 16.82 12.15 59.61 12.72 15.32
11.03 6.36 11.60 18.98 12.17 49.19 12.73 15.15
11.05 6,34 11.62 21.47 12.18 42.08 12.75 14.99
' 11,07 6.33 11,63 24,52 12,20 37,03 12,77 14,84
11.08 6.33 11.65 28.08 12.22 33.89 12.78 14.68
11.10 6.34 11.67 32.10 12.23 32.11 12.80 14.53
11.12 6.56 11.68 36.56 12.25 31.18 12.82 14.37
' 11.13 6.79 11.70 41.43 12.27 30.52 12.83 14.21
11,15 7.03 11.72 46.65 12.28 29.85 12.85 14.06
' Continues on next page...

Hydrograph Report Pagel
Hydraffow Hydrographs by Intelisolve
Hyd. No. 2
' 2
Hydrograph type = SCS Runoff Peak discharge = 23.04 cfs
Storm frequency = 2 yrs Time interval = 1 min
' Drainage area = 7.11 ac Curve number = 83
Basin Slope = 0.0 % Hydraulic length = Oft
Tc method = TR55 Time of conc. (Tc) = 7 min
Total precip. = 3.60 in Distribution = Type If
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume-48,809 cult
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 10.22 0.23 13.05 1.25 15.88 0.50 18.72.. 0.34
10.30 0.25 13,13 1.19 15,97 0.49 18.80 0.34
' 10.38 0.27 1322 1.14 16.05 0.48 18.88 0.34
10.47 0.30 13.30 1.10 16.13 0.47 18.97 0.33
10.55 0.32 13.38 1.05 16.22 0.47 19.05 0.33
10.63 0.35 13.47 1.01 16,30 0.46 19.13 0.32
10.72 0.39 13.55 0.96 16.38 0.46 19.22 0.32
10.80 0.43 13.63 0.92 16.47 0.46 19.30 0.31
10.88 0.47 13.72 0.89 16.55 0.45 19.38 0.31
10.97 0.51 13.80 0.86 16.63 0,45 19.47 0.31
11.05 0.51 13.88 0.83 16.72 0.44 19.55 0.30
11.13 0.58 13.97 0.79 16.80 0.44 19.63 0.30
11.22 0.71 14.05 0.76 16.88 0.44 19.72 0.29
' 11.30 0.81 14.13 0.74 16.97 0.43 19.80 0.29
11.38 0.92 14.22 0,73 17.05 0.43 19.88 0.28
11.47 1.04 14.30 0.72 17.13 0.42 19.97 0.28
11.55 1.30 14.38 0.71 17.22 0.42 20.05 0.28
L 11.63 2,52 14.47 0.70 17.30 0.41 2013 0.27
11.72 4.87 14.55 0.69 17.38 0.41 20.22 0.27
11.80 8.22 14.63 0.67 17.47 0.41 20.30 0.27
' 11.88 15.01 14,72 0.66 17.55 0.40 20.38 0.27
11.97 23.04 << 14.80 0.65 1 T63 0.40 20.47 0.27
12.05 14,80 14.88 0.64 17.72 0.39 20.55 0.27
12.13 4.89 14.97 0.63 17.80 0.39 20.63 0.27
12.22 3.26 15.05 0.62 17.88 0.39 20.72 0.27
12.30 2.92 15.13 0.61 17.97 0,38 20.80 0.27
12.36 2.58 15.22 0.60 18.05 0.38 20.88 0.27
12.47 2.23 15.30 0.58 18.13 0.37 20.97 0.27
12.55 1.88 15.38 0.57 18.22 0.37 21.05 0.26
12.63 1.67 15.47 0.56 18.30 0.37 21.13 0.26
12.72 1,57 15.55 0.55 18.38 0.36 21.22 0.26
' 12.80 1.49 15.63 0.54 18.47 0.36 21.30 0.26
12.88 1.41 15.72 0.53 18.55 0.35 21.38 0.26
12.97 1.33 15,80 0.51 18.63 0.35 21.47 0.26
Continues on next page...

' 2
Page 2
Hydrograph Discharge Table
Time -- Outflow
' (hrs cfs)
21.55 0.26
' 21.63 0.26
21.72 0.26
21.80 0.26
' 21.88 0.26
21.97 0.26
22.05 0.25
22.13 0.25
' 22.22 0.25
22.30 0.25
22.38 0.25
22.47 0.25
' 22.55 0.25
22.63 0.25
22.72 0.25
' 22.80 0.25
22.88 0.25
22.97 0.25
23.05 0.24
' 23.13 0.24
23.22 0.24
23.30 0.24
' 23.38 0.24
23.47 0.24
23.55 0.24
23.63 0.24
' 23.72 0.24
23.80 0.24
23.88 0.24
' 23.97 0.24
End
1
1

� ,
� i,

TR55 Tc Worksheet Page 1
Hydraflow Hydrographs by kntelisolve
3 k
Hyd. No. 2
' 2
Storm frequency = 2 yrs
Sheet Flow
Manning's n-value = 0.024
Flow length = 49.1 ft
Two-year 24-hr precip. = 3.00 in .
Land slope = 7.0 %
Travel Time ........................................ = 0.8 min
Shallow Concentrated Flow
Flow length = 413 ft
' Watercourse slope = 9.3 %
Surface description = Unpaved
Average velocity = 4.92 ft/s
Travel Time ........................................ = 1.4 min
Channel Flow
' Cross section flow area = 4.9 sqft
Wetted perimeter = 8.6 ft
Channel slope = 1.5 %
' Manning's n-value = 0.035
Velocity = 3.61 ft/s
Flow length = 1035.0 ft
Travel Time ........................................ = 4.8 min
Total Travel Time, Tc ........................ = 7.0 min
1
1
1

e

1
' Hyd. No. 2 - SCS Runoff - 2 Yr - Qp = 23.04 cfs - 2
25
1
' 20
' 15
u
0
' 10
' 5 —
' 0
' 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21 .6 24.0
Time (hrs)
/ Hyd. 2
1
1

. I

Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 3
' 3
Hydrograph type = SCS Runoff Peak discharge = 11.64 cfs
Storm frequency = 2 yrs. Time interval = 1 min
' Drainage area = 3.25 ac Curve number = 82
Basin Slope = 0.0 % Hydraulic length = Oft
Tc method = TR55 Time of conc. (Tc) = 2.3 min
' Total precip. = 3.60 in Distribution = Type ll
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=20,618 cult
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 10.43 0.12 13.27 0,46 16.10 0.20 18.93 0.14
10.52 0.13 13.35 0.44 16.18 0.20 19.02 0.14
10.60 0.14 13.43 0.43 16.27 0.20 19.10 0.14
10.68 0.16 13.52 0.41 16,35 0.20 19.18 0.14
10.77 0.17 13.60 0.39 16.43 0.20 19.27 0.13
10.85 0.19 13.68 0.38 16.52 0.19 19.35 0.13
' 10.93 0.21 13.77 0.36 16,60 0.19 19.43 0.13
11.02 0.19 13.85 0.35 16.68 0.19 19.52 0.13
11.10 0.26 13.93 0.34 16.77 0.19 19.60 0.13
' 11.18 0.30 14.02 0.32 16.85 0.19 19.68 0.13
11.27 0.34 14.10 0.32 16.93 0.19 19.77 0.12
11.35 0.38 14.18 0.31 17.02 0.18 19.85 0.12
11.43 0,43 14.27 0.31 17.10 0.18 19.93 0.12
' 11.52 0.55 14.35 0.30 17.18 0.18 20.02 0.12
11.60 1.25 14.43 0.30 17.27 0.18 20.10 0.12
11.68 2.36 14.52 0.29 17.35 0.18 20.18 0.12
11.77 3.82 14.60 0.29 17,43 0.17 20.27 0.12
' 11.85 7.52 14,68 0.28 17.52 0,17 20.35 0.12
11.93 11.64 << 14.77 0,28 17.60 0,17
12.02 3.43 14.85 0.27 17.68 0.17
' 12.10 1.49 14.93 0,27 17.77 0.17 ...End
12.18 1.35 15.02 0.26 17.85 0.17
12,27 1,20 15.10 0.26 17.93 0.16
12.35 1.05 15.18 0.25 18.02 0.16
t 12.43 0.90 15.27 0.25 18.10 0.16
12.52 0.75 15.35 0.24 18.18 0.16
12.60 0.70 15.43 0.24 18.27 0.16
' 12.68 0.66 15.52 0.23 18.35 . 0.15
12.77 0.63 15.60 0.23 18.43 0.15
12.85 0.59 15.68 0.22 18.52 0.15
12.93 0.56 15.77 0.22 18.60 0.15
' 13.02 0.52 15.85 0.21 18.68 0.15
13.10 0.50 15.93 0.21 18.77 0.15
13,18 0.48 16.02 0.20 18.85 0.14
1
1

TR55 Tc Works heet Page 1
' Hydratfow Hydrographs by Intelisolve
Hyd. No. 3
' 3
Storm frequency = 2 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
' Two-year 24-hr precip. = 3.00 in
Land slope = 6A %
Travel Time ........................................ - 1.5 min
' Shallow Concentrated Flow
Flow length = 118 ft
t Watercourse slope = 13.8 %
Surface description = Unpaved
Average velocity = 5.99 ft/s
Travel Time ........................................ = 0.3 min
Channel Flow
' Cross section flow area = 4.9 sgft
Wetted perimeter = 8.6 ft
Channel slope = 5.3 %
' Manning's n-value = 0.035
Velocity = 6.78 ft/s
Flow length = 211.9 ft
' Travel Time ........................................ = 0.5 min
Total Travel Time, Tc ........................ = 2.3 min
1
1
1
1
1

' Hyd. No. 3 - SCS Runoff - 2 Yr - Op = 11.64 cfs - 3
15
' 10
u
C7
t 5
' 0 J(W�LLI
0.00 2.04 4.09 6.13 8.17 10.22 12.26 14.30 16.35 18.39 20.43
Time (hrs)
Hyd. 3
1
1
1
1
1

Hydrograph Report Pagel
' Hydraflow Hydrographs by lntelisolve
� y
Hyd. No. 4
' 4
Hydrograph type = SCS Runoff Peak discharge = 9.53 cfs
Storm frequency = 2 yrs Time interval = 1 min
' Drainage area = 2.66 ac Curve number = 82
Basin Slope = 0,0 % Hydraulic length = Oft
Tc method = TR55 Time of conc. (Tc) = 2.6 min
' Total precip. = 3.60 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume= 16,875 Tuft
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 10.43 0.10 13.27 0.38 16.10 0,17 18.93 0.12
10.52 0.10 13.35 0.36 16.18 0.16 19.02 0.11
' 10.60 0.11 13.43 0.35 16.27 0.16 19.10 0.11
10,68 0.13 13.52 0.33 16.35 0.16 19.18 0.11
10.77 0.14 13.60 0.32 16.43 0.16 19.27 0.11
10.85 0.15 13.68 0.31 16.52 0.16 19.35 0.11
' 10.93 0.17 13.77 0.30 16.60 0.16 19.43 0.11
11.02 0.15 13.85 0,29 16.68 0.16 19.52 0.11
11.10 0.21 13.93 0.28 16.77 0.15 19.60 0.10
11.18 0.24 14.02 0.26 16.85 0.15 19.68 0.10
' 11.27 0,28 14.10 0.26 16.93 0.15 19.77 0.10
11,35 0.31 14,18 0.26 17.02 0.15 19.85 0.10
11.43 0.35 14.27 0.25 17.10 0.15 19.93 0.10
' 11.52 0.45 14.35 0.25 17.18 0.15 20.02 0.10
11.60 1.02 14.43 0.24 17.27 0.15 20.10 0.10
11.68 1.93 14.52 0,24 17.35 0.14 20.18 0,10
11.77 3.13 14.60 0.24 17.43 0.14 20.27 0.10
11.85 6.15 14.68 0.23 17.52 0.14 20.35 0.10
11.93 9.53 « 14.77 0.23 17.60 0.14
12.02 2.81 14.85 0.22 17.68 0.14
' 12.10 1.22 14.93 0.22 17.77 0.14 ...End
12.18 1.10 15.02 0.22 17.85 0.14
12.27 0.98 15.10 0.21 17.93 0,13
12.35 0.86 15.18 0.21 18.02 0.13
12.43 0,74 15.27 0.20 18,10 0.13
12.52 0.61 15.35 0.20 18.18 0.13
12.60 0.57 15.43 0.20 18.27 0.13
' 12.68 0.54 15.52 0.19 18.35 0.13
12.77 0.51 15.60 0.19 18.43 0.13
12.85 0.49 15.68 0.18 18.52 0.12
12.93 0.46 15.77 0.18 18.60 0.12
' 13.02 0.43 15.85 0.18 18.68 0.12
13.10 0.41 15.93 0.17 18.77 0.12
13.18 0.39 16.02 0.17 16.85 0.12

TR55 Tc Woirksheet Page
' Hydrafiow Hydrographs by Intelisolve
M
Hyd. No. 4
4
Storm frequency = 2 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
' Two-year 24-hr precip. = 3.00 is
Land slope = 5.4 %
Travel Time ........................................ = 1.6 min
' Shallow Concentrated Flow
Flow length = 176 ft
' Watercourse slope = 6.2 %
Surface description = Unpaved
Average velocity = 4.02 ftls
' Travel Time ........................................ = 0.7 min
Channel Flow
' Cross section flow area = 4.9 sgft
Wetted perimeter = 8.6 ft
Channel slope = 8.0 %
' Manning's n-value = 0.035
Velocity = 8.33 ftls
Flow length = 172.0 ft
' Travel Time ........................................ = 0.3 min
Total Travel Time, Tc ........................ = 2.6 min
1
1

1
i
1
1
1
i Hyd. No. 4 - SCS Runoff - 2 Yr - Qp = 9.53 cfs - 4
10 - - -
1
8
1
i � 6
u
a
1 4
1 2
i
i 0.00 2.04 4.09 6.13 8.17 10.22 12.26 14.30 16.35 18.39 20.43
Time (hrs)
Hyd. 4
i
i
i
i
1

Hydrograph Report
Page 1
' Hydraflow Hydrographs by Intelisolve
Hyd. No. 5
Hydrograph type = SCS Runoff Peak discharge = 17.18 cfs
Storm frequency = 2 yrs Time interval = 1 min
Drainage area = 4.48 ac Currie number = 84
Basin Slope = 0.0 % Hydraulic length = Oft
Tc method = TR55 Time of conc. (Tc) = 3.5 min
Total precip. = 3.60 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=32,855 cuft
Hydrograph Discharge Table
1 Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 10.18 0.17 13.02 0.82 15.85 0.33 18,68 0.23
10.27 0.19 13.10 0.78 15.93 0.32 18.77 0.22
10.35 0.20 13.18 0.75 16.02 0.32 18.85 0.22
10.43 0.22 13.27 0.72 16.10 0.31 18.93 0.22
10.52 0.24 13.35 0.69 16.18 0.31 19.02 0.22
10.60 0.26 13.43 0.66 16.27 0.31 19.10 0.21
' 10.68 0.28 13.52 0.63 16.35 0.30 19.18 0,21
10.77 0.31 13.60 0.61 16.43 0.30 19.27 0.21
10.85 0.34 13.68 0.59 16.52 0.30 19.35 0.20
10.93 0,37 13.77 0.57 16.60 0.29 19.43 0.20
11.02 0.37 13.85 0.55 16.68 0.29 19.52 0.20
11.10 0.41 13.93 0.52 16.77 0.29 19.60 0.20
11.18 0.51 14.02 0,50 16.85 0.29 19.68 0.19
' 11.27 0.58 14.10 0.49 16.93 0.28 19.77 0.19
11.35 0.65 14.18 0.48 17.02 0.28 19.85 0.19
11.43 0.73 14.27 0.47 17.10 0.28 19.93 0,18
11.52 .0.86 14.35 0.47 17.18 0,28 20.02 0.18
11.60 1.77 14.43 0.46 17.27 0.27 20.10 0.18
11.68 3.45 14.52 0.45 17.35 0.27 20.18 0.18
11.77 5.62 14.60 0.44 17.43 0.27 20.27 0.18
11.85 10.31 14.68 0.44 17,52 0.27 20.35 0.18
11.93 17.14 14.77 0.43 17.60 0.26 20.43 0.18
12.02 9.05 14.85 0.42 17.68 0.26 20.52 0,18
12.10 2.45 14.93 0.41 17.77 0.26 20.60 0.18
12.18 2.15 15.02 0.41 17.85 0.25 20.68 0.18
12.27 1.93 15.10 0.40 17.93 0.25 20.77 0.18
12.35 1.70 15.18 0.39 18.02 0.25 20.85 0.18
12.43 1.46 15.27 0.38 18.10 0.25 20.93 0.17
12.52 1.23 15.35 0.38 18.18 0.24 21.02 0.17
12.60 1.09 15.43 0.37 18.27 0,24 21.10 0.17
12.68 1.04 15,52 0.36 18.35 0.24 21.18 0.17
12.77 0.98 15.60 0.35 18,43 0.23 21.27 0.17
12.85 0.93 15.68 0.35 18.52 0.23 21.35 0.17
12.93 0.88 15.77 0.34 18.60 0.23
End

� I
� '

TR55 Tc Worksheet page,
Hydraflow Hydrographs by Intelisolve
A M
Hyd. No. 5
1 Storm frequency W 2 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
' Two-year 24-hr precip. = 3.00 in
Land slope = 5.9 %
Travel Time ........................................ = 1.5 min
' Shallow Concentrated Flow
Flow length = 554 ft
' Watercourse slope = 8.2 %
Surface description = Unpaved
Average velocity = 4.62 ftls
' Travel Time ........................................ _ 2.0 min
Channel Flow
Cross section flow area = 0.0 sqft
Wetted perimeter = 0.0 ft
Channel slope = 0.0 %
' Manning's n-value = 0.015
Velocity = 0.00 ft/s
Flow length = 0.0 ft
Travel Time ........................................ = min
Total Travel Time, Tc ........................ = 3.5 min
1
1

� I
� I
� ''
, l

' Hyd. No. 5 - SCS Runoff - 2 Yr - Qp = 17.18 cfs - 5
20
' 15
' p 10
5
' 0
' 0.0 2.1 4.3 6.4 8.5 10.7 12.8 15.0 17.1 19.2 21 .4
Time (hrs)
Hyd. 5
1
1

Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 6
' 6
Hydrograph type = SCS Runoff Peak discharge = 30.10 cfs
Storm frequency = 2 yrs Time interval = 1 min
' Drainage area = 7.83 ac Curve number = 84
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 3 min
' Total precip. = 3.60 in Distribution = Type 11
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=53,854 cult
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs - cfs)
' 10.23 0.30 13.07 1,29 15.90 0.53 18.73 0.37
10.32 0.33 13.15 1.24 15.98 0.52 18.82 0.36
' 10.40 0.36 13.23 1.19 16.07 0.51 18.90 0.36
10.48 0,38 13.32 1.14 16.15 0.51 18,98 0.35
10.57 ' 0.42 13.40 1.09 16.23 0.50 19.07 0.35
10.65 0.46 13.48 1.05 16.32 0.50 19.15 0.34
' 10.73 0.50 13.57 1.00 16.40 0.49 19.23 0.34
10.82 0.55 13.65 0.97 16.48 0.49 19.32 0.33
10.90 0.60 13.73 0.93 16.57 0.48 19.40 0.33
' 10.98 0.65 13.82 0.90 16.65 0.48 19.48 0.33
11.07 0.64 13.90 0.86 16.73 0.47 19.57 0.32
11.15 0.82 13.98 0.83 16.82 0.47 19.65 0.32
11.23 0.93 14.07 0.80 16.90 0.47 19.73 0.31
' 11.32 1.05 14.15 0.79 16.98 0.46 19.82 0.31
11.40 1.18 14.23 0.78 17.07 0.46 19.90 0.30
11.48 1.32 14.32 0.77 17.15 0.45
11.57 2.55 14.40 0.75 17.23 0.45
' 11.65 5.23 14.48 0.74 17.32 0.44 ...End
11.73 8.64 14.57 0.73 17,40 0.44
11.82 15.31 14.65 0,72 17.48 0.43
11.90 27.40 14.73 0.71 17.57 0.43
11.98 17.67 14.82 0.69 17.65 0.43
12.07 3.93 14.90 0.68 17.73 0.42
12.15 3.58 14,98 0.67 17.82 0.42
' 12.23 3.21 15.07 0.66 17.90 0.41
12.32 2.83 15.15 0.64 17.98 0.41
12.40 2.45 15.23 0.63 18.07 0.40
' 12.48 2.06 15.32 0.62 18.15 0.40
12.57 1.80 15.40 0.61 18.23 0.39
12.65 1.71 15.48 0.59 18.32 0.39
12.73 1.62 15.57 0.58 18.40 0.39
' 12.82 1,54 15.65 0.57 18.48 0.38
12.90 1.45 15.73 0.56 18.57 0.38
12.98 1.36 15.82 0.54 18.65 0.37
1

� I
� I

TR55 Tc Worksheet
Page 9
. Hydraflow Hydrographs by Intelisolve
Hyd. No. 6
Storm frequency = 2 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
Two-year 24-hr precip. = 3.00 in
Land slope = 11.1 %
Travel Time ........................................ = 1.2 min
1 Shallow Concentrated Flow
Flow length = 362 ft
' Watercourse slope = 11.7 %
Surface description = Unpaved
Average velocity = 5.52 ftls
' Travel Time ........................................ = 1.1 min
Channel Flow
Cross section flow area = 6.3 sgft
Wetted perimeter = 3.3 ft
Channel slope = 2.3 %
Manning's n-value = 0.035
Velocity = 10.07 ftls
Flow length = 444.8 ft
Travel Time ........................................ = 0.7 min
Total Travel Time, Tc ........................ = 3.0 min
1

� I
� I
� I
� ��
i

t Hyd. No. 6 - SCS Runoff - 2 Yr - Qp = 30.10 cfs - 6
40
' 30
' p 20
f 10
1 0
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 15.9 17.9 19.9
Time (hrs)
/ Hyd. 6
1

� !
� '
� I
� �

Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
► F
Hyd, No. 7
' 7
Hydrograph type = SCS Runoff Peak discharge = 36.62 cfs
' Storm frequency = 2 yrs Time interval = 1 min
Drainage area = 10.00 ac Curve number = 89
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55. Time of cone. (Tc) = 10.2 min
' Total precip. = 3.60 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=90,317 tuft
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
9.00 0.37 11.83 16.25 14.67 1,11 17.50 0.66
9.08 0.39 11.92 27.66 14.75 1.09 17.58 0.66
' 9.17 0.40 12.00 36.62 << 14.83 1.07 17.67 0.65
9.25 0.41 12.08 26.91 14.92 1.06 17.75 0.64
9.33 0.42 12.17 12.80 15.00 1.04 17.83 0.64
9.42 0.43 12.25 6.12 15.08 1.02 17.92 0.63
1 9.50 0.44 12.33 5.04 15.17 1.00 18.00 0.62
9.58 0.45 12.42 4.45 15.25 0.98 18.08 0.61
9.67 0.47 12.50 3.84 15.33 0.96 18.17 0.61
' 9.75 0.49 12.58 3.27 15.42 0.94 18.25 0.60
9.83 0.52 12.67 2.88 15.50 0.92 18.33 0.59
9.92 0.55 12.75 2.66 15.58 0.90 18.42 0.59
10.00 0.59 12.83 2.52 . 15.67 0.88 18.50 0.58
' 10.08 0.62 12.92 2.38 15.75 0.86 18.58 0.57
10.17 0.66 13.00 2.24 15.83 0.85 18.67 0.57
10.25 0.70 13.08 2.11 15.92 0.83 18.75 0.56
10.33 0.75 13.17 2.00 16.00 0.81 18.83 0.55
10.42 0.80 13.25 1.91 16.08 0.79 18.92 0.55
10.50 0.85 13.33 1.83 16.17 0.77 19.00 0.54
10.58 0.90 13.42 1.76 16.25 0.77 19.08 0.53
10.67 0.97 13.50 1.68 16.33 0.76 19.17 0.52
10.75 . 1.04 13.58 1.61 16.42 0.75 19.25 0.52.
10.83 1.13 13.67 1.54 16.50 . 0.75 19.33 0.51
10.92 1.21 13.75 1.49 16.58 0.74 19.42 0.50
' 11.00 1.30 13.83 1.43 16.67 0.73 19.50 0.50
11.08 1.31 13.92 1.38 16.75 0.72 19.58 0.49
11.17 1.44 14.00 1.32 16.83 0.72 19.67 0.48
' 11.25 1.68 14.08 1.27 16,92 0.71 19.75 . 0.48
11.33 1.92 14.17 1.23 17.00 0.70 19.83 0.47
11.42 2.14 14.25 1.21 17.08 0.70 19.92 0.46
11.50 2.36 14.33 1.19 17.17 0.69 20.00 0.45
' 11.58 3.07 14.42 1.17 17.25 0.68 20.08 0.45
11.67 5.46 14.50 1.15 17.33 0.68 20.17 0.44
11.75 9.78 14.58 1.13 17.42 0.67 20.25 0.44
' Continues an next page...

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' 7 Page 2
Hydrograph Discharge Table ,
Time -- Outflow
(hrs cfs)
20.33 0.44
' 20.42 0.44
20.50 0.44
20.58 0.44
' 20.67 0.43
20.75 0.43
20.83 0.43
20.92 0.43
21.00 0.43
21.08 0.43
21.17 0.43
21.25 0.42
21.33 0.42
21.42 0.42
21.50 0.42
' 21.58 0.42
21.67 0.42
21.75 0.42
21.83 0.41
' 21.92 0.41
22.00 0.41
22.08 0.41
' 22.17 0.41
22.25 0.41
22.33 0.41
22.42 0.41
1 22.50 0.40
22.58 0.40
22.67 0.40
22.75 0.40
22.83 0.40
22.92 0.40
23.00 0.40
23.08 0.39
23.17 0.39
23.25 0.39
23.33 0.39
23.42 0.39
23.50 0.39
23.58 0.39
' 23.67 0.38
23.75 0.38
23.83 0.38
23.92 0.38
...End

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TIR55 Tc Worksheet
Page 1
' Hydraflow Hydrographs by lntelisolve
Hyd. No. 7
' 7
Storm frequency = 2 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 62.1 ft
' Two-year 24-hr precip. = 3.00 in
Land slope = 13.0 %
Travel Time ........................................ = 0.8 min
Shallow Concentrated Flow
Flow length = 287 ft
' Watercourse slope = 4.2 %
Surface description = Unpaved
Average velocity = 3.31 ft/s
' Travel Time ........................................ _ 1.4 min
Channel Flow
Cross section flow area = 6.3 sgft
Wetted perimeter = 3.3 ft
Channel slope = 0.1 %
' Manning's n-value = 0.035
Velocity = 1 ,63 ft/s
Flow length = 782.3 ft
' Travel Time ........................................ = 8.0 min
Total Travel Time, Tc ........................ = 10.2 min
1
1
1
1

1
' Hyd. No. 7 - SCS Runoff - 2 Yr - Qp = 36.62 cfs - 7
40
1
' 30
C7 2D
' 10
0
' 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21 .6 24.0
Time (hrs)
Hyd. 7
1
1
1

lHydrograph SummarY Report Page 1
' Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph i
No. type flow interval peak hyd(s) elevation storage description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
' 1 SCS Runoff 173.63 1 719 406,661 ---- ------ ------ 1
1 2 SCS Runoff 38.07 1 718 82,025 ---- --»-- _--_-_ 2
3 SCS Runoff 19.32 1 715 35,024 3
' 4 SCS Runoff 15.81 1 715 28,6613 ---- -----= -=---- 4
5 SCS Runoff 27.90 1 716 54,623 5
6 SCS Runoff 48.87 1 715 89,533 ---- ------ ------ 6
7 SCS Runoff 56.50 1 720 142,61E ---- -- ------ 7
1
1
Proj. file: GOLDSTON hydrofored20BZt&ffi :WhOG DNr Run date: 08-06-2009
Hydraflow Hydrographs by Intelisolve

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Hydrograph Report
?age 1
' Hydraflow Hydrographs by Intelisolve
} Y
Hyd. No. 1
1
Hydrograph type = SCS Runoff Peak discharge = 173.63 cfs
Storm frequency = 10 yrs Time interval = 1 min
' Drainage area = 30.65 ac Curve number = 87
Basin Slope = 0.0 % Hydraulic length = Oft
Tc method = TR55 Time of conc. (Tc) = 8.4 min
' Total precip. = 5.10 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=406.661 tuft
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 8.82 1.74 11.65 25.45 14.48 5.02 17.32 2.94
8.90 1.83 11.73 46.17 14.57 4.93 17.40 2.91
' 8.98 1.92 11.82 74.64 14.65 4.85 17.48 2.88
9.07 2.01 11.90 126.10 14.73 4.77 17.57 2.85
9.15 2.08 11.98 173.63 « 14.82 4.68 17.65 2.82
9,23 2.13 12.07 118.33 14.90 4.60 17.73 2.79
' 9.32 2.17 12.15 46.37 14.98 4.52 17.82 2.76
9.40 2.20 12.23 24.81 15.07 4.43 17.90 2.73
9.48 2.24 12.32 21,99 15.15 4.35 17.98 2.70
t 9.57 2,29 12,40 19,34 15,23 4,27 18.07 2,67
9.65 2,37 12.48 16.67 15.32 4.18 18.15 2.64
9.73 2.50 12.57 14.12 15.40 4.10 18.23 2.61
9.82 2.64 12.65 12.44 15.48 4.01 18.32 2.58
9.90 2.78 12.73 11.60 15.57 3.93 18.40 2.55
9.98 2.93 12.82 10.99 15.65 3.85 18.48 2.52
10.07 3.08 12.90 10.38 15.73 3.76 18.57 2.49
10.15 3.27 12.98 9.76 . 15.82 3.68 18.65 2.46
' 10.23 3.48 13.07 9.17 15.90 3.59 18.73 2.43
10.32 3.70 13.15 8.69 15.98 3.51 18.82 2.40
10.40 3.92 13.23 8.33 16.07 3.43 18.90 2.37
10.48 4.16 13.32 8.00 16.15 3.37 18.98 2.34
10.57 4.41 13.40 7.67 16.23 3.33 19.07 2.31
10.65 4.71 13.48 7.33 16.32 3.30 19.15 2.28
10.73 5.07 13.57 7.01 16.40 3.27 19.23 2.25
' 10.82 5.46 13.65 6.72 16.48 3.24 19.32 2.22
10.90 5.85 13.73 6.47 16.57 3.21 19.40 2.19
10.98 6.26 13.82 6.23 16.65 3.18 19.48 2.16
' 11.07 6.23 13.90 6.00 16.73 3.15 19.57 2.12
11.15 6.85 13.98 5.76 16.82 3.12 19.65 2.09
11.23 8.07 14.07 5.53 16.90 3.09 19.73 2.06
11.32 9.16 14,15 5.36 16.98 3.06 19.82 2.03
11.40 10.15 14.23 5.26 17.07 3.03 19.90 2.00
11.48 11.17 14.32 5.18 17.15 3.00 19.98 1.97
11.57 14.05 14.40 5.10 17.23 2.97 20.07 1.94
' Continues on next page...
1

Page 2
Hydrograph Dispharge Table
Time -- Outflow
t (hrs cfs)
20.15 1.92
' 20.23 1.92
20.32 1.91
20.40 1.90
' 20.48 1.90
20.57 1.89
20.65 1.89
20.73 1.88
' 20.82 1.87
20.90 1.87
20.98 1.86
' 21.07 1.86
21.15 1.85
21.23 1.84
21.32 1.84
' 21.40 1.83
21.48 1.83
21.57 1.82
21.65 1.81
' 21.73 1.81
21.82 1.80
21.90 1.80
' 21.98 1.79
22.07 1.78
22.15 1.78
22.23 1.77
' 22.32 1.77
22.40 1.76
22.48 1.75
' 22.57 1.75
22.65 1.74
...End
t
1
1

TR55 Tc Worksheet Pagel
Hydraflow Hydrographs by Intellsolve
a �
Hyd. No. 1
1
Storm frequency = 10 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 160.0 ft
' Two-year 24-hr precip. = 3.00 in
Land slope = 11.0 %
Travel Time ........................................ - 1.7 min
Shallow Concentrated Flow
Flow length = 1456 ft
' Watercourse slope = 5.0 %
Surface description = Unpaved
Average velocity = 3.61 ftls
' Travel Time ........................................ = 6.7 min
Channel Flow
' Cross section flow area = 0.0 sqft
Wetted perimeter = 0.0 ft
Channel slope = 0.0 %
' Manning's n-value = 0.015
Velocity = 0.00 ftls
Flow length = 0.0 ft
' Travel Time ........................................ = min
Total Travel Time, Tc ........................ = 8.4 min
1
1
1
1

t
t

Hyd. No. 1 - SCS Runoff - 10 Yr - Qp = 173.63 cfs - 1
200
1
' 150
42
p 100
50
0MMWM"� L I I
' 0.0 2.3 4.5 6.8 9.1 11 .4 13.6 15.9 18.2 20.5 22.7
Time (hrs)
Hyd. 1
1
1

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Hydrograph Report
Page 1
' Hydraflow Hydrographs by InteFsolve
4
Hyd. No. 2
' 2
Hydrograph type = SCS Runoff Peak discharge = 38.07 cfs
' Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 7.11 ac Curve number = 83
Basin Slope = 0.0 % Hydraulic length = 0 ft
' Tc method = TR55 Time of conc. (Tc) = 7 min
Total precip. = 5.10 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=82,025 cult
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
9.68 0.38 12.52 3.17 15.35 0.89 18.18 0.57
9.77 0.41 12.60 2.72 15.43 0.87 18.27 0.56
' 9.85 0.43 12.68 2.51 15.52 0.85 18.35 0.55
9.93 0.46 12,77 2.39 15.60 0.84 18.43 0.55
10.02 0.49 12.85 2.26 15.68 0.82 18.52 0.54
10.10 0.52 12.93 2.13 15.77 0.80 1 MO 0.53
10.18 0.56 13.02 2.00 15.85 0.78 18.68 0.53
10.27 0.60 13.10 1.88 15.93 0.76 18.77 0.52
10.35 0.64 13.18 1.80 16.02 0.74 18.85 0.52
10.43 0.68 13.27 1.73 16.10 0.73 18.93 0.51
10.52 0.73 13.35 1.66 16.18 0.72 19.02 0.50
10.60 0.78 13.43 1.59 16.27 0.72 19.10 0.50
10.68 0.85 13.52 1.52 16.35 0.71 19.18 0.49
10.77 0.92 13.60 1.46 16.43 0.70 19.27 0.48
10.85 0.99 13.68 1.40 16,52 0.70 19.35 0.48
10.93 1.07 13.77 1.35 16.60 0.69 19.43 0.47
' 11.02 1.12 13.85 1.30 16.68 0.68 19.52 0.46
11.10 1.12 13.93 1.25 16.77 0.68 19.60 0.46
11.18 1.37 14.02 1.20 16.85 0.67 19.68 0.45
11.27 1.59 14.10 1.16 16.93 0.66 19.77 0.44
11.35 1.78 14.18 1.14 17.02 0.66 19.85 0.44
11.43 1.98 14.27 1.12 17.10 0.65 19.93 0,43
11,52 2.24 14.35 1.10 17.18 0.64 20.02 0.42
11.60 3.64 14.43 1.08 17.27 0.64 20.10 0.42
' 11.68 7.21 14.52 1.07 17.35 0.63 20.18 0.42
11.77 12.17 14.60 1.05 17.43 0.63 20.27 0.41
11.85 20.46 14.68 1.03 17.52 0.62 20.35 0.41
11.93 34.87 14.77 1.01 17.60 0.61 20.43 0.41
12.02 32.38 14.85 1.00 17.68 0.61 20.52 0.41
12.10 12.11 14.93 0,98 17.77 0.60 M60 0.41
12.18 5.46 15.02 0.96 17.85 0.59 20.68 0.41
' 12.27 4.84 15.10 0.94 17.93 0.59 20.77 0.41
12.35 4.29 15.18 0.92 18.02 0.58 20.85 0.41
12.43 3.73 15.27 0.91 18.10 0.57 20.93 0.40
' Continues on next page...
1

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' 2 Page 2
1 Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
21.02 0.40
1 21.10 0.40
21.18 0.40
21.27 0.40
' 21.35 0.40
21.43 0.40
21.52 0.40
21.60 0.39
21.68 0.39
21.77 0.39
21.85 0.39
' 21.93 0.39
22.02 0.39
22.10 0.39
22.18 0.39
1 22.27 0.38
22.35 0.38
22.43 0.38
1 ...End
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TR55 Tc Worksheet
Page 1
' Hydraflow Hydrographs by Intelisolve
Hyd. No. 2
' 2
Storm frequency = 10 yrs
Sheet Flow
Manning's n-value = 0.024
Flow length = 49.1 ft
' Two-year 24-hr precip. = 3.00 in
Land slope = 7.0 %
Travel Time ........................................ = 0.8 min
' Shallow Concentrated Flow
Flow length = 413 ft
' Watercourse slope = 9.3 %
Surface description = Unpaved
Average velocity = 4.92 ftls
' Travel Time ........................................ = 1.4 min
Channel Flow
' Cross section flow area = 4.9 sqft
Wetted perimeter = 8.6 ft
Channel slope = 1.5 %
' Manning's n-value = 0.035
Velocity = 3.61 ftls
Flow length = 1035.0 ft
Travel Time ........................................ = 4.8 min
Total Travel Time, Tc ........................ = 7.0 min
1
1

i

' Hyd. No. 2 - SCS Runoff - 10 Yr - Qp = 38.07 cfs - 2
40
1
' 30
20
10
0
0.0 2.3 4.5 6.8 9.0 11 .3 13.5 15.8 18.0 20.3 22.5
Time (hrs)
Hyd. 2
1
e

i

Hydrograph Report
Rage 1
' Hydraflow Hydrographs by Inteiisolve
Hyd. No, 3
' 3
Hydrograph type = SCS Runoff Peak discharge = 19.32 cfs
' Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 3.25 ac Curve number = 82
Basin Slope = 0.0 % Hydraulic length = 0 ft
' Tc method = TR55 Time of conc. (Tc) = 2.3 min
Total precip. = 5.10 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=35,024 cuR
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
1 9.95 0.19 12.78 0.98 15.62 0.35 16.45 0.24
10.03 0.21 12.87 0.92 15.70 0.35 18.53 0.23
' 10.12 0.22 12.95 0.87 15.78 0.34 18.62 0.23
10.20 0.24 13.03 0.81 15.87 0.33 18.70 0.23
10.28 0.26 13.12 0.78 15.95 0.32 18.78 0.22
10.37 0.27 13.20 0.75 16.03 0.32 18.87 0.22
' 10.45 0.29 13.28 0.72 16.12 0.31 18.95 0.22
10.53 0.31 13.37 0.69 16.20 0.31 19.03 0.22
10.62 0.34 13.45 0.66 16.28 0.31 1912 0.21
' 10.70 0.37 13.53 0.63 16.37 0.30 19.20 0.21
10.78 0.40 13.62 0.61 16.45 0.30 19.28 0.21
10.87 0.44 13.70 0.59 16.53 0.30 19.37 0.20
10.95 0.47 13.78 0.57 16.62 0.30 19.45 0.20
' 11.03 0.34 13.87 0.54 16.70 0.29 19.53 0.20
11.12 0.58 13.95 0.52 16.78 0.29 19.62 0.20
11.20 0.65 14.03 0.50 16.87 0.29
' 11.28 0.73 14.12 0.49 16.95 0.29
11.37 0.81 14.20 0.49 17.03 0.28 ...End
11.45 0.90 14.28 0.48 17.12 0.28
11.53 1.35 14.37 0.47 17.20 0.28
' 11.62 2.83 14.45 0.46 17.28 0.27
11.70 4.92 14.53 0.46 17.37 0.27
11,78 7.73 14.62 0.45 17.45 0.27
11.87 14.50 14.70 0.44 17.53 0.27
' 11.95 16.86 14.78 0.43 17.62 0.26
12.03 3.62 14.87 0.42 17.70 0.26
12.12 2.34 14.95 0.42 17.78 0.26
12.20 2.11 15.03 0.41 17.87 0.25
12.28 1.87 15.12 0.40 17.95 0.25
12.37 1.63 15.20 0.39 18.03 0.25
12.45 1.38 15.28 0.39 18.12 D.25
' 12.53 1.16 15.37 0.38 18.20 0.24
12.62 1.09 15.45 0.37 18.28 0.24
12.70 1.04 15.53 0.36 18.37 0.24
1

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TR55 Tc Woirksheet
Page 1
t Hydraflow Hydrographs by 4nfelisclve
r
Hyd. No. 3
' 3
Storm frequency = 10 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
Two-year 24-hr precip. = 3.00 in
Land slope = 6.4 %
Travel Time ........................................ = 1.5 min
1 Shallow Concentrated Flow
Flow length = 118 ft
' Watercourse slope = 13.8 %
Surface description = Unpaved
Average velocity = 5.99 ftls
' Travel Time ........................................ = 0.3 min
Channel Flow
' Cross section flow area = 4.9 sgft
Wetted perimeter = 8.6 ft
Channel slope = 5.3 %
' Manning's n-value = 0.035
Velocity = 6.78 ft/s
Flow length = 211.9 ft
' Travel Time ........................................ = 0.5 min
Total Travel Time, Tc ........................ = 2.3 min
1
1
1

' Hyd. No. 3 - SCS Runoff - 10 Yr - Qp = 19.32 cfs - 3
20
' 15
1
pp 10
1
' S
' 0
' 0.0 2.0 3.9 5.9 7.9 9.8 11 .8 13.8 15.7 17.7 19.7
Time (hrs)
Hyd. 3
1
1

Hydrograph Report
Page 1
Hydraffow Hydrographs by Intelisolve
Hyd. No. 4
1 4
Hydrograph type = SCS Runoff Peak discharge = 15.81 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 2.66 ac Curve number = 82
Basin Slope = 0.0 % Hydraulic length = 0 ft
' Tc method = TR55 Time of conc. (Tc) = 2.6 min
Total precip. = 5.10 in Distribution = Type li
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume=28,666 cuft
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
9.95 0.16 12.78 0.80 15.62 0.29 18.45 0.19
10.03 0.17 12.87 0.76 15.70 0.28 18.53 0.19
' 10.12 0.18 12.95 0.71 15.78 0.28 18.62 0.19
10.20 0.20 13.03 0.67 15.87 0.27 18.70 0.19
10.28 0.21 13.12 0.64 15.95 0.26 18.78 0.18
10.37 0.22 13.20 0.62 16.03 0.26 18.87 0.18
10.45 0.24 13.28 0.59 16.12 0.26 18.95 0.18
10.53 0.26 13.37 0.57 16.20 0.25 19.03 0.18
10.62 0.28 13.45 0.54 16.28 0.25 19.12 0.17
10.70 0.30 13.53 0.52 16.37 0.25 19.20 0.17
10.78 0.33 13.62 0.50 16.45 . 0.25 19.28 0.17
10.87 0.36 13.70 0.48 16.53 0.24 19.37 0.17
10.95 0.39 13.78 0.46 16.62 0.24 19.45 0.16
11.03 0.28 13.87 0.45 16.70 0.24 19.53 0.16
11.12 0.47 13.95 0.43 16.78 0.24 19.62 0.16
11.20 0.53 14.03 0.41 16.87 0.24
11.28 0.60 14.12 0,40 16.95 0.23
' 11.37 0.67 14.20 0.40 17.03 0.23 ...End
11.45 0.74 14.28 0.39 17.12 0.23
11.53 1.11 14.37 0.38 17.20 0.23
1 11.62 2.32 14.45 0.38 17.28 0.22
11.70 4.03 14.53 0.37 17.37 0.22
11.78 6.33 14.62 0.37 17.45 0.22
11.87 11.87 14.70 0.36 17.53 0.22
' 11.95 13.80 14.78 0.35 17.62 0.22
12.03 2.96 14.87 0,35 17.70 0.21
12,12 1.91 14.95 0.34 17.78 0.21
12.20 1.72 15.03 0.33 17.87 0.21
12.28 1.53 15.12 0.33 17.95 0.21
12.37 1.33 15.20 0.32 18.03 0.20
12.45 1.13 15.28 0.32 18.12 0.20
' 12.53 0.95 15.37 0.31 18.20 0,20
12.62 0.89 15.45 0.30 18.28 0.20
12.70 0.85 15.53 0.30 18.37 0.19
1

TR55 Tc Worksheet
Page 1
' Hydrafiow Hydrographs by Intelisolve
� f
Hyd. No. 4
' 4
Storm frequency = 10 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
' Two-year 24-hr precip. = 3.00 in
Land slope = 5.4 %
Travel Time ........................................ = 1.6 min
Shallow Concentrated Flow
Flow length = 176 ft
' Watercourse slope = 6.2 %
Surface description = Unpaved
Average velocity = 4.02 ft/s
1 Travel Time ........................................ = 0.7 min
Channel Flow
' Cross section flow area = 4.9 sqft
Wetted perimeter = 8.6 ft
Channel slope = 8.0 %
1 Manning's n-value = 0.035
Velocity = 8.33 ft/s
Flow length = 172.0 ft
' Travel Time ........................................ = 0.3 min
Total Travel Time, Tc ........................ - 2.6 min
1
1
1

v

1
Hyd. No. 4 - SCS Runoff - 10 Yr - Qp = 15.81 cfs - 4
20
1
15
' C7 10
t 5
' 0
0.0 2.0 3.9 5.9 7.9 9.8 11 .8 13.8 15.7 17.7 19.7
Time (hrs)
/ Hyd. 4
1

Hydrograph Report
Page 1
' Hydraflow Hydrographs by lntelisolve
Hyd. No. 5
' 5
Hydrograph type SCS Runoff Peak discharge = 27.90 cfs
' Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 4.48 ac Curve number = 84
Basin Slope = 0.0 % Hydraulic length = 0 ft
' Tc method = TR55 Time of conc. (Tc) = 3.5 min
Total precip. = 5,10 in Distribution = Type I
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=54,623 cuff
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
9.68 0.28 12,52 1.91 15.35 0.58 18.18 0.37
9.77 0.30 12.60 1.70 15.43 0.56 18.27 0.36
' 9.85 0.32 12.68 1.61 15.52 0.55 18.35 036
9.93 0.34 12.77 1.53 15.60 0.54 18.43 0.36
10.02 0.35 12.85 1.44 15.68 0.53 18.52 0.35
10.10 0.38 12.93 1.36 15.77 0.52 18,60 0.35
10.18 0.41 13.02 1.27 15,85 0.51 18.68 0.34
10.27 0.43 13.10 1.21 15.93 0.49 18.77 0.34
10.35 0.46 13.18 1.16 16.02 0,48 18.85 0.33
' 10.43 0.49 13.27 1.12 16.10 0.47 18.93 0.33
10.52 0.52 13.35 1.07 16.18 0.47 19.02 0.33
10.60 0.56 13.43 1.02 16.27 0.47 19.10 0.32
10.68 0,61 13.52 0.98 16,35 0.46 19.18 0.32
' 10.77 0.66 13.60 0.94 16.43 0.46 19.27 0,31
10.85 0.71 13.68 0.91 16.52 0.45 19.35 0.31
10.93 0.77 13.77 0.87 16.60 0.45 19.43 0.30
' 11.02 0.76 13.85 0.84 16.68 0.45 19.52 0.30
11.10 0.84 13.93 0.81 16.77 0.44 19.60 0.30
11.18 1.03 14.02 0.77 16.85 0.44 19.68 0.29
11.27 1.15 14.10 0.75 16.93 0.43 19.77 0.29
' 11.35 1.28 14.18 0.74 17.02 0.43 19,85 0,28
11.43 1.42 14.27 0.73 17.10 0.42
11,52 1.65 14.35 0.72 17.18 0.42
11.60 3.31 14.43 0.70 17.27 0.42 ...End
' 11.68 6.30 14.52 0.69 17.35 0.41
11.77 9.90 14.60 0.68 17.43 0.41
11.85 17.46 14.68 0.67 17.52 0.40
' 11.93 27.90 << 14.77 0.66 17.60 0,40
12.02 14.38 14.85 0.65 17.68 0.39
12.10 3.85 14.93 0.64 17.77 0.39
12.18 3.38 15.02 0.62 17.85 0.39
' 12.27 3.02 15.10 0.61 17.93 0.38
12.35 2.65 15.18 0.60 18.02 0.38
12.43 2.28 15,27 0.59 18.10 0.37

0 TR55 Tc Worksheet
Page 1
Hydraflow Hydrographs by lntelisolve
Hyd. No. 5
1 �Storm frequency = 10 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
' Two-year 24--hr precip. = 3.00 in
Land slope = 5.9 %
Travel Time ........................................ = 1.5 min
' Shallow Concentrated Flow
Flow length = 554 ft
' Watercourse slope = $.2 %
Surface description = Unpaved
Average velocity = 4.62 ft/s
' Travel Time ........................................ = 2.0 min
Channel Flow
' Cross section flow area = 0.0 sgft
Wetted perimeter = 0.0 ft
Channel slope = 0.0 %
' Manning's n-value = 0.015
Velocity = 0.00 fus
Flow length = 0.0 ft
' Travel Time ........................................ = min
Total Travel Time, Tc ........................ = 3.5 min
1

� j
1 �
1
1
1
1
1
1 �
1
II
1
1
1
1
e
t
t
t

' Hyd. No. 5 - SCS Runoff - 10 Yr - Qp = 27.90 cfs - 5
30
25
' 20
c7 15
10
5
' 0
' 0.0 2.0 4.0 6.0 8.0 . 10.0 12.0 14.0 15.9 17.9 19.9
Time (hrs)
Hyd. 5
1

Hydrograph Report Pagel
' Hydraflow Hydrographs by Intelisolve
Hyd. No. 6
' 6
Hydrograph type = SCS Runoff Peak discharge = 48.87 cfs
' Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 7.83 ac Curve number = 84
Basin Slope = 0.0 % Hydraulic length = 0 ft
' Tc method = TR55 Time of conc. (Tc) = 3 min
Total precip. = 5.10 in Distribution = Type it
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume=89,533 cuft
Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
9.75 0.49 12.58 2.77 15.42 0.92 18.25 0.60
9.83 0.52 12.67 2.63 15.50 0.90 18.33 0.59
9.92 0.55 12.75 2.49 15.58 0.89 18.42 0.58
10.00 0.58 12.83 2.35 15.67 0.87 18.50 0.58
10.08 0.62 12.92 2.21 15.75 0.85 18.58 0.57
10.17 0.67 13.00 2.07 15.83 0.83 18.67 0.56
' 10.25 0.71 13.08 1.98 15.92 0.81 18.75 0.56
10.33 0.76 13.17 1.90 16.00 0.79 18.83 0.55
10.42 0.81 13.25 1.82 16.08 0.78 1&92 0.54
' 10.50 0.86 13.33 1.75 16.17 0.77 19.00 0.53
10.58 0.93 13.42 1.67 16.25 0.76 19.08 0.53
10.67 1.01 13.50 1.60 16.33 0.76 19.17 0.52
10.75 1.09 13.58 1.53 16.42 0.75 19.25 0.51
' 10.83 1.17 13.67 1,48 16.50 0.74 19.33 0.51
10.92 1_26 13.75 1.43 16.58 0.74 19.42 0.50
11.00 1.35 13.83 1.37 16.67' 0.73 19.50 0.49
11.08 1.50 13.92 1.32 16.75 0.72
11.17 1.69 14.00 1.26 16.83 0.72
11.25 1.90 14.08 1.23 16.92 0.71 ...End
11.33 2.11 14.17 1.21 17.00 0,70
11.42 2.34 14.25 1.19 17.08 0.69
11.50 2.57 14.33 1.17 17.17 0.69
11.58 5.58 14.42 1.15 17.25 0.68.
11.67 10.66 14.50 1.14 17.33 0.67
' 11.75 16.54 14.58 1.12 17.42 0.67
11.83 29.67 14.67 1.10 17.50 0.66
11.92 48.87 « 14.75 1.08 17.58 0.65
12.00 21.01 14.83 1.06 17.67 0.65
12.08 6.08 14.92 1.04 17.75 0.64
12.17 5.50 15.00 1.02 17.83 0.63
12.25 4.91 15.08 1.00 17.92 0.63
' 12.33 4.30 15.17 0.98 18.00 0.62
12.42 3.69 15.25 0.96 18.08 0.61
12.50 3.08 15.33 0.94 18.17 0.60

0
� '
� �

TR55 Tc Workshee
Page 1
' Hydraflow Hydrographs by Intelisolve
a �
Hyd. No. 6
' 6
Storm frequency = 10 yrs
' Sheet Flow
Manning's n-value = 0.024
Flow length = 100.0 ft
' Two-year 24-hr precip. = 3.00 in
Land slope = 11.1 %
Travel Time ........................................ = 1.2 min
' Shallow Concentrated Flow
Flow length = 362 ft
' Watercourse slope = 11.7 %
Surface description = Unpaved
Average velocity = 5.52 ftls
' Travel Time ........................................ = 1.1 min
Channel Flow
' Cross section flow area = 6.3 sgft
Wetted perimeter = 3.3 ft
Channel slope = 2.3 %
' Manning's n-value = 0.035
Velocity = 10.07 ftls
Flow length = 444.8 ft
' Travel Time ........................................ = 0.7 min
Total Travel Time, Tc ........................ = 3.0 min
1
1

ii
� I
� I
� '�

' Hyd. No. 6 - SCS Runoff - 10 Yr - Op = 48.87 cfs - 6
50
1
' 40
' m 30
d
' 20
1 10
0
' 0.0 2.0 3.9 5.9 7.8 9.8 11 .7 13.7 15.6 17.6 19.5
Time (hrs)
/ Hyd. 6
1
e

1 Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 7
Hydrograph type = SCS Runoff Peak discharge = 56.50 cfs
Storm frequency = 10 yrs Time interval = 1 min
' Drainage area = 10.00 ac Curve number = 89
Basin Slope = 0.0 % Hydraulic length = Oft
Tc method = TR55 Time of conc. (Tc) = 10.2 min
Total precip. = 5.10 in Distribution = Type lI
Storm duration = 24 hrs Shape factor = 484
' Hydrograph Volume= 142,618 cuft
Hydrograph Discharge Table
tTime -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
' 8.45 0.57 11.28 3.10 14.12 1.86 16.95 1.04
8.53 0.60 11.37 3.48 14.20 1.81 17.03 1.03
8.62 0.63 11.45 3.83 14.28 1,78 17.12 1.02
8.70 0.66 11.53 4.32 14.37 1.75 17.20 1.01
8.78 0.69 11.62 6.40 14.45 1.72 17.28 1.00
8.87 0.72 11.70 11.63 14.53 1.69 17.37 0.99
' 8.95 0.75 11.78 19.60 14.62 1.66 17.45 0.98
9.03 0.79 11.87 32.06 14.70 1.63 17.53 0.97
9.12 0.82 11.95 51.01 14.78 1.61 17.62 0.96
' 9.20 0.84 12.03 53.26 14.87 1.58 17.70 0.95
9.28 0.85 12.12 31.43 14.95 1,55 17.78 0.94
9.37 0.86 12.20 13.62 15.03 1.52 17.87 0.93
9.45 0.88 12.28 8.15 15.12 1.49 . 17.95 0.92
t 9.53 0.89 12.37 7.20 15.20 1.46 18.03 0.91
9.62 0.91 12.45 6.29 15.28 1.44 18.12 0.90
9.70 0.94 12.53 5.38 15.37 1.41 18.20 0.89
9.78 0.99 12.62 4.61 15.45 1.38 18.28 0.88
' 9.87 1.04 12.70 4.14 15.53 1.35 18.37 0.87
9.95 1.10 12.78 3.88 15.62 1.32 18.45 0.86
10.03 1.15 12.87 3,67 15.70 1.29 18.53 0.85
' 10.12 1.21 12.95 3.46 15.78 1.26 18.62 0.84
10.20 1.28 13.03 3.25 15.87 1.24 18.70 0.83
10.28 1.36 13.12 3.06 15.95 1.21 18.78 0.82
10.37 1.44 13.20 2.91 16.03 1.18 18.87 0.81
' 10.45 1.52 13.28 2.79 16.12 1.15 18.95 0.80
10.53 1.61 13.37 2.68 16.20 1.14 19.03 0.79
10.62 1.70 13.45 2.57 16.28 1.12 19.12 0.78
' 10.70 1.82 13.53 2.45 16.37 1.11 19.20 0.77
10.78 1.95 13.62 2.35 16.45 1.10 19.28 0.76
10.87 2.09 13.70 2.25 16.53 1.09 19.37 0.75
10.95 2.23 13.78 2.17 16.62 1.08 19.45 0.74
' 11.03 2.32 13.87 2.09 16,70 1.07 19.53 0.72
11.12 2.34 13.95 2.01 16.78 1.06 19.62 0.71
11.20 2.69 14.03 1.93 16.87 1.05 19.70 0.70
' Continues on next page...
1

1 ,
Page 2
' Hydrograph Discharge Table ,
Time -- Outflow
1 (hrs cfs)
19.78 0.69
' 19.87 0.68
19.95 0.67
20.03 0.66
' 20.12 0.65
20,20 0.65
20.28 0,65
20.37 0.64
20.45 0.64
20,53 0.64
20.62 0.64
' 20.70 0.64
20.78 0.63
20.87 0.63
20.95 0.63
' 21.03 0.63
21.12 0,63
21.20 0.62
21.28 0.62
' 21.37 0.62
21.45 0.62
21.53 0.62
1 21.62 0,61
21.70 0.61
21.78 0.61
21.87 0.61
' 21.95 0.61
22.03 0.60
22.12 0.60
22.20 0,60
22,28 0,60
22.37 0.60
22.45 0.59
' 22.53 0.59
22.62 0.59
22.70 0.59
22.78 0.59
1 22.87 0.58
22.95 0.58
23.03 0.58
1 23,12 0.58
23.20 0.58
23.28 0.57
23.37 0.57
1 23.45 0.57
23.53 0.57
1 ...End
1
1

TR55 Tc Worksheet
Page 1
' Hydraflow Hydrographs by Intelisolve
A i
Hyd. No. 7
1 7
Storm frequency = 10 yrs
Sheet Flow
Manning's n-value = 0.024
Flow length = 62.1 ft
Two-year 24-hr precip. = 3.00 in
' Land slope = 13.0 %
Travel Time ........................................ = 0.8 min
1 Shallow Concentrated Flow
Flow length = 287 ft
' Watercourse slope = 4.2 %
Surface description = Unpaved
Average velocity = 3.31 ftls
' Travel Time ........................................ = 1.4 min
Channel Flow
' Cross section flow area = 6.3 sqft
Wetted perimeter = 3.3 ft
Channel slope = 0.1 %
' Manning's n-value = 0.035
Velocity = 1.63 ft/s
Flow length = 782.3 ft
' Travel Time ........................................ = 8.0 min
Total Travel Time, Tc ........................ = 10.2 min
1
1
1
1

' Hyd. No. 7 - SCS Runoff - 10 Yr - Qp = 56.50 cfs - 7
60
1
50
1
40
1 `
d 30
' 20
1
10
' 0
' 0.0 2.4 4.7 7.1 9.4 11 .8 14.2 16.5 18.9 21 .3 23.6
Time (hrs)
Hyd. 7
1
1
1

A7iA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Cee Freeman, Secretary
January 19, 2010
Mr. Bobby A. Branch
B A Branch Properties LLC
402 Forestwood Road
Sanford, North Carolina 27330
Re: Goldston Quarry (Draft Permit)
Chatham County
Cape Fear River Basin
Dear Mr. Branch:
Your application for a mining permit for the above referenced mine site has been
reviewed but not yet approved. Enclosed is a draft of the mining permit proposed by the
Department. The conditions in the draft permit were based primarily upon information
supplied in your application. Other necessary conditions may have been added to ensure
compliance with The Mining Act-of 1971.
The reclamation bond has been,calculated for this site using the information submitted
on the revised mine maps (see enclosed worksheet). The bond amount for this site is
$94,400.00. The bond is required, before the permit can be issued. For your convenience,.)
have enclosed a bond, form, an assignment of a savings account form and an irrevocable
standby letter of credit form. The name on the security form must be the same as the name
appearing on the enclosed draft permit, i.e., B A. Branch Properties LLC. In addition to one
of these alternatives you may, upon request, substitute a cash deposit.
Please review the enclosed draft permit and the reclamation bond worksheet, and
contact this office should you have any objections. or -questions concerning the permit
conditions: G.S. 74-51 provides that the operator has sixty (60) days following.the mailing of a
notice of the required.bond in which to file the required surety.
The permit cannot'be issued until the required security has been received. No mining
may be conducted until the permit is�issued. 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, by an incorporated city. or. county or by any agency or
department of the State of North Carolina.
1612 Mail Service Center, Raleigh, North Carolina 27699.1612 Telephone [phone] F.=X: 919-733-2876
512 North Salisbury Street, Raleigh;-North Carolina, 27604•Internet:hop://www.dIr.enr.state.nc,us/pace ]andqualitysection.htmI
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled 110%Post Consumer=,:er

Mr. Branch
Page Two
Please contact Ms- Judy Wehner, Assistant State Mining Specialist, at [phone]
if you have any questions.
Sincerely,
Francis M, Nevils, Jr., PE
Section Chief
Land Quality Section
FMNIjw
Endlosures
CC' Mr. John Holley, PE
File
•

DEPARTMENT OF ENVIRONMENT
3 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 68, "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
Goldston Quarry
Chatham County - Permit No.
for the 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: 2020

Page 2
In accordance with the application for this mining permit, which is hereby approved 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 transferable 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 or 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 complied with 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
complying with 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 context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Expiration Date
This permit shall be effective from.the date of its issuance until 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:-
._

i
ii
�F
i
��' `�'

Page 3
OPERATING CONDITIONS: -
1. Wastewater and Quarry Dewaterina
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be-the permittee's responsibility to contact
the Division of 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 including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of .
Air Quality.
_ B. During processing operation, water trucks or other means that may be 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 accordance with,the requirements and regulations promulgated and,
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained between any affected land and any
adjoining waterway or wetland to prevent sedimentation of that waterway or. '
wetland from erosion of the affectedlari td preserve the integrity of the "
natural watercourse or wetland. .
C. - All buffer zones shown on the Erosion Control Plan, Sheet 2 of 5, last revised
January 7.. 2010 shall Se�maintained to protect adjoining property. These buffer
zones, with•theexception.ofthe installation of required-sediment control -
.measures.and approved earthen berms„shall remaimundisturbed. -
Erosion and Sediment Control
A. �' -Thq�cperator shall notifyythe Raleigh-,Regional Office,'Land Quality Section at ' -
least 48 hours prior to beginning any:of the initial land disturbing activities '
_ vindicated in-the approved application'for a miningpermit and any modifications`,
to this permit thereafter`-, �. ,

Page
B. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, 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 natural watercourse in proximity to the affected land.
C. All mining 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. An erosion and sediment control plan(s) shall be submitted to the Department 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 deemed 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,
M 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 shall be stabilized within 60
days of completion.. Furthermore, a minimum ten (10) foot wide horizontal safety
bench shall be provided at the.top of'the rock and,at the toe of any overburden
slope.
7. Surface Drainage
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.

Page 5
8. 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 BD 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:
10.0 100
m
N
T
u
0
1.5
u 1"5
m` 1.0 LU
Q. 0.9 9.9.
0 0.55 inlsec
07
m 0.6 0.6
3 0.3 0 5
Q 0.1
o. a::
0.1
-
Blast Vibration Frequency, HZ. -
F;,rure: 1 Alternative "biasimgleve! crfena
(Source modiileC Ircm figure 8-'''. Bureau or)Wires .R'B507}

Page 6
B. Ground Vibration Without Monitorinq:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
W = (DlDs)z D, = D
W W2
V = 160(Ds)-' 6
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 operatorl(feet).
Ds = Scaled distance factor.
V = Peak Particle Velocity (inches per second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
C. Air blast With Monitoring:
Air blast overpressure resulting from surface blasting shall not exceed 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, schocl, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:'
Lower Frequency Limit of Max Level,'
Measuring System, in Hz - in dBI-
'
0.1 Hz or lower-flat response .. - 134 peak _
2.0 Hz or lower-flat response- 133 peak
6.0 Hz or lower-flat response - 129peak - Y
D. Air blast Without Monitoring:
In the.event of seismograph,malfuhction-or other condition which prevents -
monitoring, blasting shall.be conducted in accordance with the following
formulas: .
U= 82 (D/Wo:31) 12
To convert (psi) to P (dBL):

Page 7
P = 20 x log (U12.9x10-9)
Confined Air blast/Overpressure (dBQ
for quarry situation:
A = P - 35
U = Unconfined air overpressure (pounds per square inch).
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).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blast/overpressu re.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 total
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 permittee's.mine office and copies
shall be provided to the Department upon request. -
F. Excessive Ground Vibration/Air blast Reporting:
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 if the.circumstances justify verbal
approval. :Failure to report will constitute a permit violation.
G. Flyrock Prevention:
The operator shall take all reasonable precautions to ensure that 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.

Page 8
H. Flyrock Reporting:
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken:
1 . A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.
I. Studies:
s The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requested.
9. High Wall 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.
10. Visual Screeninq
A. Existing vegetation shall be maintained between the mine and public -
thoroughfares to screen the operation from°the public. Additional screening.
-methods, such as constructing earthen berms, shall be employed as deemed,, .
appropriate by the Department.

Page 9
B. In addition to grasses, long leaf and/or Virginia pines or other acceptable
evergreen species shall be planted as deemed appropriate by the Department to
improve visual and noise buffering.
11. Plan Modification
The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/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 the Department prior to
on-site implementation of the revisions.
12. Refuse Disoosal
A. No cn-site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of.Waste Management and the Land Quality 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 Mining 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 products must be
disposed of in disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considere6hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the .
following materials to be "mining refuse' (in addition to those 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
5. . drill steer -
,. D. If mining refuse is to be permanently disposedwithin the mining permit,* "
.-. boundary, the following information,must be'providedto and'approved•bythe
Division of Land Resources prior to commencement of such disposal:".
1. the approximate boundaries and size of therefuse disposal area; .
2. ' - a list of refuse items to.be disposed; - .;

Page 10
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. Bondinq The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a S".00 "
bond, is sufficient to cover the operation as indicated in the•approved-application. This
_ security must remain in force for this permit to be 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.
s_ a

Page 11
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 permitted, 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 tc 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 foul. - - -
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. -
6. Permittee "shall conduct reclamation activities pursuant 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..
RECLAMATION 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 gradienfrestoration to a surface suitable for the planned
future use are as follows: - - -

Page 12
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 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 before
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. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
Disturbed areas shall be permanently revegetated according to the Revegetation Plan
prepared by James Izzell dated May 20, 2009. ,
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.
4. Reclamation Plan: -
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
,.-.. ,

Page 13
,. Permit issued this ` day of ', 2010.
By:
James D. Simons, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and,Natural Resources
It
It r
✓1
. . r' 4t

ai PLIC-> MON FOR .t }LINING PERMIT V .w+etam
• E. rOETERMIN,ATION OF AFFECTED ACREAGE AND BOND
r .l^'IQrl r^,I
;ire ;odowrny nand cafcaiarian .voresheer is to he used to esreblish an appropriere:iww �asea .;con a range "^
of 3500 to SS,1100 per drjec:ed acre) ;or each permitted mine Sire based upon Jre ::recze aepr;tea iv : re
Jepar:menr m be ujfereadwrn,tyre %ife o�the mittirsg permit. 2fease insert the avcroxima:e ac ecze. fir ecdr
dsoec• )r!ne m ning operation :nut .ou intend to arTecr tug o the l7e of this min n&Ver it: 7 aa'• i as
nser! ae .mereorrate rec!cmat:.on cost/acre for each carezory ,Tom the Scheaure of ;eelamc..on Costs
9rnviaza,vidm rhir anoiicarian mrmr OR you can deter to the Denartment to calculate i our -ona ror mu oas d
icon :our -.naps and ;rcnaar:z -eciamcyon costs:
.AFFECTED - RECL.ArYL\TION RECLA.)PLITTON
CATEGORY ACREAGE - COST/ACRE' COST _
TailingsiSedimem Ponds: ? -D r) AQ. X 5 /45"0060 !Ac. = 5 3CCo°o
Stockpiles: Ac. X - S /Ac. = 3
W'asrepiles: Ac. X S /Ac. = 5
Processing .AreaiHaul Roads: Jb. (PX Ac. .X 5 dCbO 00 /Ac. = 5 32 la 0"
d.9$
Nfine ccavatien: Js !$ .ac r 5 300'^ !,Ac. = S /7TS j0 °O
Omer: Ac. X S /Ac. S
TOTAL. -AFFECTED AC.: Ac. -
(TOT.AL PER*yDTTED AC.: Ac.)
Temeomry do Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED.AC. above into the following_ two carezories: a) affected acros that sin into
orocosed/esistinz excavation ancor b) affected acres that will be waded mFuositive dramaee .ware measces will
ce needed to erevent offsite sedimentation and sedimentation to unite watercourses and •.cr.[ ds. -
. a) [ntemal Dramage 35'--I $ - Ac. _
ao
b) Positive Dtaina_ee /2 by Ac. X 5l;_00.00 = 5 dLr ya�
SUBTOTAL COST: S 7A 7.30
Iutlation Factor. _
• O.U' X SUBTOT.AL COST: 5 783oDJ
,� X Permit Life(I to 10 years): .
INFLATION COST: .5 /S 7U(o v�
.TOTAL COST = SUBTOTAL COST + INFLATION COST = S �9t U 9/ 20
q o�
TotalReclamation Bond.Cos[i S 9y yO0
(round.Awn,to the nearest $100.00)

z

WING CHECKL15T EOXU7NG
Applicant's Name-. en9ArAr( j PA.turf,,;. LLcProjectName- 1_'w,4 ,/in. IMi/inii✓
U
ApplicJPermit No.: _County. CA41/1 Date Received: / l/iJ/o
Reviewer: / UI (l• eG y River Basin Name: P. j 304A✓
�r
O'New ❑Renewal ❑ Modification (inside permit boundaries)
0 Modification (outside permit boundaries) ❑Transfer ❑ Release
❑Partial Release ❑AdeiitionalInformation ❑Fee Needed: $
❑Fee Received: $
PI a�- rot& anti antim application package
a� On.Qi,r r. Regional Office (2 complete copies; attach the%Q5 Regional
Office MininglApplication Review Checklist"to one copy and attach h=h the DWQ and DAQ
"Mining Application Review Forth"to the other copy, send both copies to the Regional Engineer)
Date: Routed i 1 i,li Reed
❑Division of Water Resources Date: Kouted ! / Reed
0 NC Wildlife Resources Commission Date: Routed Reed
❑US Fish &Wildlife Service Data: Routed Reed
(Only new applications and modification requests that add land to the permit)
PIPI .a pages of the application and apy low mapr2 tom"
❑Division of Parks & Recreation Date•. Routed Reed
❑NC Geological Survey Section Date: Routed Reed
(Only new applications and modification requests that add land to the permit)
❑ Division of Archives & History Date: Routed Reed
(Only new applications)
❑Other. Date: Routed Reed
""5uspense Date for Comments l ✓a (no later than 25 days
from receipt) l
❑Please note the following:
Iam,,�,d Ik arJ s

Wenner, Judy
From: Idol, Joel
Sent: Friday, January 08, 201011'.21 AM
To: Wenner, Judy
Subject: RE: Brach Mine
Judy,
Some effort has been undertaken by Mr Branch to address issues on his River' s Edge sediment
site. Results will depend on adequate germination which won't be untill spring.
Joel
From: Werner, Judy
Sent: Wednesday, January 06, 2010 3:11 PM
To: Idol, Joel
Subject: RE: Brach Mine
Sounds good.
-----Original Message-----
From: Idol, Joel
Sent: Wednesday, January 06, 2010 3:10 PM
To: Werner, Judy
Subject: RE: Brach Mine
Juju,
I have not been there since you and John met him. I am going to be in the field
tomorrow. . .southern half of my area. I will let you know on Friday.
Joel
From: Wenner, Judy
Sent: Wednesday, January 06, 2010 1:38 PM
To: Idol, Joel
Subject: RE : Brach Mine
According to Mr. Branch, he took care of that after our on site meeting. Have you checked it
out since then? Did he do anything? Ifso, did you let him know if he needs more work?
Thanks.
-----Original Message-----
From: Idol, Joel
Sent: Wednesday, January 06, 2010 12:22 PM
To: Wenner, Judy
Subject: RE: Brach Mine
He has an active site north of Siler City that has been long standing non-compliant (Rivers
Edge S/D) . I drafted NOV for sight a couple of years ago but it never went out.
From: Wenner, Judy
Sent: Wednesday, January 06, 2010 12:01 PM
To: Idol, Joel
Subject: RE: Brach Mine
Do you have an NOV for sediment on any of his sites? We told him he needed to-fly right in
order to get his permit. An NOV from your office would hold it up.
1

-----Original Message-----
From: Idol, Joel
Sent: Wednesday, January 06, 2010 11:58 AM
To: Wenner, Judy
Subject: RE: Brach Mine
Just FYI, Mr Branch is also a small time developer in Chatham and tee. He does NOT have a
good compliance record!
From: Wenner, Judy
Sent: Wednesday, January 06, 2010 11:49 AM
To: Idol, Joel
Subject: RE: Brach Mine
yes it is Branch. John and I saw it. I want the existing measures noted on the map so we
will get a new Sheet 2 of 5.
-----Original Message-----
From: Idol, Joel
Sent: Wednesday, January 06, 2010 11:42 AM
To: Wenner, Judy
Subject: RE: Brach Mine
Did you tell her, or do I need to show her. . .haha And by Brach, I think you meant Branch???
If so, John has it and I haven't seen it.
J
From: Wehner, Judy
Sent: Wednesday, January 06, 2010 10:32 AM
To: Idol, Joel
Subject: RE: Brach Mine
We had great holidays. And for you info it was Tami that needed clarification and she.was to
describe to her boss what it' meant.
-----Original Message-----
From: Idol, Joel
Sent: Wednesday, January 06, 2010 10:19 AM
To: Wehner, Judy
Subject: Brach Mine
Juju,
As per norm, I know nothing of even the original submittal. GRRRRRR!
Anyway, hope you and Nick had a great holiday season!
BTW, Did you ever get clarification on that teabagging?
J
2

APPLICATION FOR :\ MIN Ilf
PERMIT •
E. DETERMINATION OF AFFECTED ACREAGE AND BOND , '' �_Qyy
The following bond calculation worksheet is to be used to establish an appropriate hand/b� u� s on- a ruq e
of'S500 to SS.000 per affected acre)for each permitted mine site based upon the acreage approved bye
Departmeni to be affected during the life ofthe minmgperma. Please insert the uporommate acreage, for each
aspect rfthe mining operation that you intend to affectdu - g thelfe at this mining permit(in addition, glease
insert the appropriate reclamation cost/acre for each category from the Schedule at Reclumutinn Costs
provided with this application form) OR you can deter to the Department to calculate your band for you based
upon vour maps and standard reclamation costs:
AFFECTED RECLAMATION RECLAMATION
CATEGORY ACREAGE COST/ACRE* COST
Tailings/Sediment Ponds: ,3 .00 Ac. X S /600°p /Ac. = 5 3000`°
Stockpiles: Ac. X $ /Ac. = S
Wastepiles: Ac. X S /Ac. = S
Processing ArewHaul Roads: 1 (e _Ac. X S c%b0°p /Ac. - $ 3 (a 0O°
t xc * 500'e /Ac. - S /7t 6'f o
a 4.9$
Mine Pxcavanon. as /gAc X S
Other: Ac. X S /Ac. - S
TOTAL AFFECTED AC.: Ac.
(TOTAL PERMITTED AC.: Ac.)
Temporary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL. AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existine excavation and/or b)affected acres that will be graded for positive drainase where measures will
be needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands,
a) Internal Drainage 36, 1 $ Ac
b) Positive Drainage /7. 1p� Ac. X $1,500.00 = S d(°t &01
0
SUBTOTAL. COST: S 7R Or70 at)
Inflation Factor:
0.02 X SUBTOTAL COST: S 79.7,30°D X Permit Life (1 to 10 years): 10
INFLATION COST: S /T 7(/&of
TOTAL COST = SUBTOTAL COST + -INFLATION COST = S 9/yr V %, tl0
Total Reclamation Bond Cost: S 7y. yt70
(round d wn to the nearest S100.00)
11
Ja .

• e
Wehner, Judy
From: Holley, John
Sent: Wednesday, January 06, 2010 8:25 AM
To: Wehner, Judy
Cc: Davis, Tracy: Idol, Joel
Subject: Goldston Quarry Revision, Suspense Date IA-10
As indicated in my voicemail to you, and per our discussion yesterday afternoon, I have reviewed the subject
plans. They appear consistent with our discussions at the site last month, and the designs appear satisfactory. I
support approval of the project at this time. If there are further questions, please advise.
t

pp��MIN''IN/G� CHECKLIST FOR ROUTING
Afflfwd's NaRe: 2RGA PA M14U�(an Lt�Fro)oet Name: -ge�°if_V-A.)�� e0✓U
Afflu.lPtrmR No.:
:I_ Coady: I"Aa d&„ Doh Reatwdr /,?I i/I l09
Revuoa: ( YWtJt�Rlni Rfw man Nam.
t r
64. ❑ Ra al ❑ mo w-uon (L de fmntt baadata)
❑ ma ftma (outridefnmyit/bodmfa) 0 Traarfa ❑ Rek"t
❑ PRithd Rekw IX Add UOVI I0WEf o C Fa Needed: $ ❑ Fee Rudwd: $
P� uka/.mate mum gphmttan Fae}ape to
�JC :
LiLLe I Repel ffw (3 ranoele r", atmh the-uLs Rrnloaal op minio Aph em Revkn
cker -to one m yy'md attach balk Ike DwgArd DAaminlr(q App6eatlae RIVUW Fo to tk athrr W,sad both oath fe the Regional
Rgglmer)
Date: RAddiallolLN Rend
❑ DMOA of wafer Ra rm Date: Railed ' Rerd
❑ NC wfldlffe Raoarm COmnllf M Doh: Ratted Ra'd
❑ us Fuh&waft semis Datr. Ranted Rend
(only mw opp6eatima and modh mn regwm that add land to the fend!)
Fktt route*3 HE o(fk Whranan and arty kranon mats to:
❑ Dlrutat I Pa h &Remoon Doh: RAW Ra'd
❑ NC Gmhghal 8arvey SecUm - Date: Raised Rmd
❑ Dwdon of mama Fttkrta Doh: Rot d Reed
❑ DM*W of sod& wafer Can aWn (fkD LEA) Date: "ffd Reed
(onh mw aNUaUvo aril mo#eatlan requeb that add land a Ae permit)
❑ Dtvt o of Amkva& Hidory Data: Routed Rerd
(only nao a)flleawu) )
❑ ofkr. Dak: Routed Rai
••Susyense Daft for Comments: t y t o (w 4der than is dayrfrom matft)
� I
❑ Pkw wu the fonmv:
5�i m ,eAe,a1 � 6r1a, )
��dZ144?2Y

o 0
CAROLINA GEOLOGICAL SERVICES, INC.
December 10, 2009 EDEC
D
Ms. Judy Wehner 0gNCDBNR, Land Quality Section1612 Mail Service Center CPON
Raleigh, NC 27699-1612 -
Subject: Proposed Goldston Quarry, Chatham County
Dear Ms. Wehner;
I am writing on behalf of Mr. Bobby Branch in response to your letter of October 29,
2009 in which you requested additional information for the above-referenced Mining
Permit Application. We sincerely appreciate the opportunity to meet with you and John
Holley onsite a few weeks ago to discuss this letter and other concerns with the permit
review. I think it was very helpful to you and to us in preparing the information needed
to complete your review of this application.
As we discussed onsite, the existing haul road was built several years ago when this
site was utilized as a haul road for a borrow pit for NCDOT construction projects in the
area. The sediment and erosion control structures were designed and approved by
NCDOT at that time. As part of our preparation of the Mining Permit Application, we
reviewed the existing culverts and performed our own calculations and found them to be
adequate. As you may recall, we inspected these structures during our site visit and
found them to be performing very well. With over 5 years of good performance, we are
confident that the existing design will be adequate and will continue to function as
designed.
As we discussed onsite, we have deleted the "Overburden Disposal Area" on the north
side of the property. This also allowed us to delete the proposed creek crossing and
"Culvert D". This crossing was becoming more and more complex to design and build,
and it was determined that the overburden from the mining area could be utilized in berm
construction and in grading and filling in the plant and stockpile area.
Please note that we have revised the Mine Plans and calculations to reflect the
concerns that we have discussed. We haveaddressed the stability of the roadside ditches
for the haul road between the plant area and crossing C. We have revised the items
requested in #4 of your letter, including; the sizing of the anti-floatation anchors, coir/jute
baffles without spillways, adding#5 washed stone to the outlet structure, and adding a
stone pad for the intake device. Also, as requested onsite, we have revised the riser
structure in pond 1 to delete the perforations.
P.O. BOX 429. GARNER. NC 27529 (91 9)779-0017 FAX: [phone]
OFFICES AT 10 1 WEST MAIN STREET, GARNER, NC

page 2
Goldston Quarry
ADI response
We trust that these changes and additional information will allow you to complete the
review and approval of this permit application. If you have any questions, or require any
additional information, please contact me.
Sincerely,
James C. Izzell, Jr., PG

r
October 29, 2009
Certified Mail
Return Receipt Requested
7003 1680 0000 1479 4899
Mr. Bobby A. Branch
B A Branch Properties LLC
402 Forestwood Road
Sanford, North Carolina 27330
RE: Proposed Goldston Quarry
Chatham County
Cape Fear River Basin
Dear Mr. Branch:
We have reviewed the application your company submitted for the referenced mine site.
However, the following information is needed to continue processing your application:
1. Since the proposed haul road is actually an existing logging road, it will require
reworking to serve as a suitable on-site haul road. Provide temporary sediment
control for each watercourse crossing.
2. Provide a more detailed map at a better scale for property along the first section
of the haul road, to ensure that the dissipators at culverts A and B are contained
on the property. The topography seems to indicate that the dissipator for culvert
B should be on the north side of the road. This must be verified and addressed
on the map.
3. Erosion control for the on-site haul road still not fully addressed. The design for
the stability and the location of necessary roadside ditches has not been
provided. Most will need temporary liners to achieve an acceptable vegetated
lining. A worse case scenario calculation should be provided to verify that a
riprap liner will not be needed for some of the steeper sections. Significant
overtopping is anticipated at Culverts C and D, requiring appropriate armoring of
the embankments. The dissipator designs do not address fitting the aprons to
the receiving channels, undercutting so that the top of the riprap will be flush with
the surrounding surfaces, or appropriate NCDOT material specifications.
Appropriate supporting computations and construction details are required.

Certified Mail
Mr. Branch
Page Two
4. Basin design computations need to address sizing of the anti-floatation anchors.
Show sizes on the plans. Construction details must show the more up-to-date
coirljute baffles without spillways, and #5 washed stone on the upstream face of
the riprap outlet structure. The skimmer details must include provisions for the
stone pad where it will rest on the bottom.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted, a decision will be made
to grant or deny the mining permit based upon the information currently in the Department's
files at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely,
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Mr. James Izzell -- via e-mail

1
O
Q
ENGINEERING — SURVEYING
CORPORATE LICENSE: C-1"]'J 1
101 W. MAIN ST.. SUITE 202 1�
GARNER. NC 27529
PHONE [phone] ? 02009
FA (91 9) 779-4056
lftle. 3LCiIpN
GOLDSTON QUARRY
B.A. BRANCH PROPETIES, LLC
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
EROSION CONTROL
AND
STORMWATER MANAGEMENT
CALCULATIONS
$wNnCA�'"'�rp
3i.°Z OE ES S/p� 9 2 .
= n 026395
INEE�
REVISED: 12-&09

---- Table of Contents
Section Title Pages
Basin 1 Basin Sizing l
Reservoir Report 2
inflow Q10 Hydrograph Report 3 -4
Outflow Q 10 Hydrograph Report 5-7
Basin 2 Basin Sizing 8
Q 10 Hydrograph Report 9- 10
Basin 3 Basin Sizing 1 i
Q 10 Hydrograph Report 12— 13
Basin 4 Basin Sizing 14
Q 10 Hydrograph Report 15-- 16
Basin 5 Basin Sizing 17
Q 10 Hydrograph Report 18— 19
Basin 6 Basin Sizing 20
Q 10 Hydrograph Report 21 —22
Basin 8 Basin Sizing 23
Q 10 Hydrograph Report 24—25
Basin 9 Basin Sizing 26
Q 10 Hydrograph Report 27—28
Swales Spillway From Basin 1 29
Diversion To Basin 2
With C125 Liner 30
With Vegetation Established 31
Diversion To Basin 6
With C 125 Liner 32
With Vegetation Established 33
Haul Road Ditch
With C 125 Liner 34
With Vegetation Established 35

^Goldston Quarry
Basin 1
SEE ATTACHED RESERVOIR
REPORT FOR DETAIL ON -
MSTING BASIN
[O1i:"``
p;A$,8 Disturbed Area (Acres)
,."75 Peak Flow from 10-year Storm (cfs)
2'i Z45 Required Volume ft'
.ry 2437�5 Required Surface Area ft'
kSl104
uggested Width ft '
220:BI Suggested Length ft
Orel
rial Top Width at Spillway Invert ft
rial Top Length at Spillway Invert It
rial Side Slope Ratio Z:1
Depth ft (2 to 3.5 feet above grade)
a°'„e'801 Bottom Width ft' '-2�3t7Bottom Length ft
1 B 0`5 Bottom Area flz
' ..1 l 75��0��Actual Volume ft° I,Okay
2860,0d Actual Surface Area ft' Okay
,.;L;. .50 Trial Weir Length it
0#5 Trial Depth of Flow It
Spillway Capacity cfs et SmR 111 SEE BASIN ROOTING
8 Skimmer Size (inches) Skimmer Size;
r 0$_Head on Skimmer(feet) Inches):':
:; Orifice Size (1/4 inch increments) +� 9,15
Dewatering Time (days)
2
Suggest about days ` y,y,7 ,�«3S5
t`.=iee .76

Reservoir Report 0
Page 1
Reservoir No. 2 - POND 1 Hydraflow Hydrographs by Intelisolve
Pond Data
Bottom LxW = 100.0 x 40.0 ft Side slope = 4.0:1 Bottom elev. = 290.00 ft Depth = 7.50 ft
Stage 1 Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(tuft) Total storage(tuft)
0.00 290.00 4,000 0 0
0.38 290.38 5,184 1,580 1,580
0.75 290.75 6,496 1,744 3,324
1.13 291.13 7,936 1,915 5,239
1.50 291.50 9,504 2,093 7,332
1.88 291.88 11,200 2,277 9,609
2.25 292.25 13,024 2,469 12,078
2.63 292.63 14,976 2,667 14,745
3.00 293.00 17,056 2,871 17,616
3.38 293,38 19,264 3.083 20,699
3.75 293,75 21,600 3,301 24,000
4.13 294.13 24,064 3,526 27,526
4.50 294.50 26,656 3,75E 31,284
4.88 294.88 29,376 3,996 35,280
5.25 295.25 32,224 4,242 39,522
5.63 295.63 35,200 4,494 44,016
6.00 296.00 38,304 4,752 49,768
6.38 296.38 41,536 5,018 53,786
6.75 296.75 44,896 5,290 59,076
7,13 297.13 48,384 5,569 64,645
7.50 297.50 52,000 5,855 70,500
Culvert 1 Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 24.0 0,0 0.0 0.0 Crest Len ft = 9.42 50,00 0.00 0.00
Span in = 24.0 0.0 0.0 0.0 Crest El.ft = 295.00 296.30 0.00 0.00
No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 2,60 0.00 0.00
Invert El.ft = 290.00 0,00 0.00 0.00 Weir Type = Riser Broad ---
Length ft = 50.0 00 0.0 0.0 Multi-Stage = Yes Yes No No
Slope% = 3.00 0,00 0.00 0.00
N-Value = .013 X13 .000 .000
Orif.Coeff. = 0.60 0.60 0.00 0.00
Multi-Stage = nla No No No Exfiltration Rate = 0,00 in/hr/sgft Tailwater Eiev. = 0.00 ft
Note:All outflows have boon analyzed under inlet and outlet control.
Stage I Storage I Discharge Table
Stage Storage Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D Exfil Total
ft Cuft ft efs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 290.00 0,00 --- -- - 0.00 0,00 --- - - 0.00
0.38 1,580 290.38 0,00 -- - 0.00 0.00 -- - -- 0.00
0.75 3,324 290.75 0.00 -- - - 0.00 0.00 --- - -- 0.00
1.13 5,239 291.13 0.00 --- --- - 0.00 0,00 - - - 0.00
1,50 7,332 291.50 0.00 - -- 0.00 0.00 --- -- 0.00
1.88 9,609 291.88 0,00 _ - - 0.00 0,00 - - - 0.00
2.25 12,078 292.25 0.00 - - - 0.00 0.00 - - - 0.00
2.63 14,745 292.63 0.00 -- 0,00 0.00 - - 0.00
3.00 17,616 293.00 0.00 - - - 0.00 0.00 --- - - 0.00
3.38 20,699 293.38 0.00 -- - - 0.00 0.00 - - - 0.00
3.75 24,000 293,75 0.00 - - -- 0.00 0.00 - - - 0.00
4.13 27,526 294.13 0.00 - - - 0.00 0.00 - --- 0,00
4.50 31,284 294,50 0.00 -- - - 0.00 0.00 - - -- 0.00
4.88 35,280 294.88 0.00 - --- 0.00 0.00 --- - 0,00
5.25 39,522 295,25 3.92 --- - --- 3.92 0.00 --- - -- 3.92
5.63 44,016 295.63 15.50 --- - --- 15.50 0.00 --- -- - 15,50
6.00 48,768 296.00 30.76 --- --- --- 30.76 0.00 --- - 30.76
6.38 53,786 296,38 34.13 --- - --- 31.46 2.67 --- --- -- 34.13
6.75 59,076 296.75 36.15 --- - --- 18.95 17.18 --- -- --- 36.13
7.13 54,645 297,13 37.40 --- - --- 15.30 22.06 --- --- -- 37.36
7.50 70,500 297.50 38.54 --- --- --- 13.58 24.83 --- --- --- 38.41

Hydrograph Re or*
� Rep Pa98,
- Hydraflow Hydrographs by inteiisolve
Hyd. No. 11
DRAINAGE AREA 1 30.85 AC
Hydrograph type, = Rational Peak discharge = 74.80 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 30.9 ac Runoff coeff. = 0.38
Intensity = 6.380 inlhr Time of cone. (Tc) = 9 min
IDF Curve = City of Raleigh.idf Asc/Rec limb fact = 1/1.5
Hydrograph volume=50,489 cult
Hydrograph Discharge Table
Time -- Outflow
(h rs cfs)
0.02 8,31
0.03 16.62
0.05 24.93
0.07 33.24
0.08 41.55
0.10 49.87
0.12 58.18
0.13 66.49
0.15 74.80 <<
0.17 69.04
0.18 63.29
0.20 57.54
0.22 51.78
0.23 46.03
0.25 40.28
0.27 34.52
0.28 28.77
0.30 .23.01
0.32 17.26
0.33 11.51
0.35 5.75
...End

ti
Hyd. No. 11 - Rational - 10 Yr - Qp = 74.80 cfs - DRAINAGE AREA 1
30.85 AC
80
60
fN
w
C.�
Cy 40
20
0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 .0
Time (hrs)
/ Hyd. 11

Report rt�Hydrograph p Page,
�-- - Hydraflow Hydrographs by Intelisolve
Hyd. No. 19
AREA 1 ROUTE TO POND 1
Hydrograph type = Reservoir Peak discharge = 16.65 cfs
Storm frequency = 10 yrs Time interval = -1 min
Inflow hyd. No. = 11 Reservoir name = POND 1
Max. Elevation = 295.66 ft Max. Storage = 44,402 cuft
Storage Indication method used. Outflow hydrograph volume= 12,816 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.23 46.03 295.14 1,73 ----- ----- ----- 1.63 ----- ----- ----- ----- 1.63
0.25 40.28 295.34 6.38 ----- ----- ----- 6.28 ----- ----- ----- ----- 6.28
0.27 34.52 295.49 10.73 ----- ----- ----- 10.66 ----- ----- ----- ----- 10.66
0.28 28.77 295.58 14.03 ----- ----- ----- 13.98 ----- ----- ----- ----- 13.98
0.30 23.01 295.64 15.97 ----- ----- ----- 15.97 ----- ----- ----- ----- 15.97
0.32 17.26 295.66 « 16.65 ----- ----- ----- 16.65 ----- ----- ----- ----- 16.65 «
0.33 11.51 295.65 16.28 ----- ----- ----- 16.28 ----- ----- ----- ----- 16.28
0.35 5.75 295.61 15.03 ----- ----- ----- 15.01 ----- ----- ----- ----- 15.01
0.37 0.00 295.56 13.08 ----- ----- ---- 13.01 ----- ----- ----- ---- 13.01
0.36 0.00 295.50 11.07 ----- ----- ----- 10.96 ----- ----- ----- ----- 10.96
0.40 0.00 295.45 9.39 ----- ----- ----- 9.32 ----- ----- ----- ----- 9.32
0.42 0,00 295.40 8.03 ---- ----- ----- 7.99 ----- ----- ----- ----- 7.99
0.43 0.00 295.36 6.91 ----- ----- ----- 6.91 ----- ----- ----- ----- 6.91
0.45 0.00 295.33 6.16 ----- ----- ----- 6.01 ----- ----- ----- ----- 6.01
0.47 0.00 295.30 5.37 ----- ----- ----- 5.26 ----- ----- ----- ----- 5.26
0.48 0.00 295.28 4.67 ----- ----- ----- 4.63 ---- ----- ----- ----- 4.63
0.50 0.00 295.26 4.11 ----- ----- ----- 4.10 ----- ----- ----- ----- 4.10
0.52 0.00 295.24 3.68 ----- ----- ----- 3.63 ----- ----- ----- ----- 3.63
0.53 0.00 295.22 3.34 ---- ----- ----- 3.22 ----- ----- ----- ----- 3.22
0.55 0.00 295.20 3.01 ----- ----- ----- 2.87 ----- ----- ----- ----- 2.88
0.57 0,00 295.19 .2,69 ----- ----- ----- 2.58 ----- ----- ----- ----- 2.58
0.58 0.00 295.18 2.40 ----- ----- ----- 2.31 ----- ----- ----- ----- 2.31
0.60 0.00 295.16 2.18 ----- ----- ----- 2.09 ----- ----- ----- _---- 2.09
0.62 0.00 295.15 1.99 ----- ----- ----- 1.89 ----- ----- ----- ----- 1.89
0.63 0.00 295.14 1.81 ----- ----- ----- 1.72 ----- ----- ----- ----- 1.72
0.65 0.00 295.14 1.65 ----- ----- ----- 1.56 ----- ----- ----- ----- 1.56
0.67 0.00 295.13 1.50 ----- ----- ----- 1.43 ----- ----- ----- ----- 1.43
0.68 0.00 295.12 1.36 ----- ----- ----- 1.31 ----- ----- ----- ----- 1.31
0.70 0.00 295.11 1.24 ----- ----- ----- 1.21 ----- ----- ----- ----- 1.20
0,72 0.00 295.11 1.12 ----- ----- ----- 1.11 ----- ----- ----- ----- 1.11
0.73 0.00 295.10 1.02 ----- ----- ----- 1.01 ----- ----- ----- ----- 1.01
0.75 0.00 295.10 0.94 ----- ----- ----- 0.94 ----- ----- ----- ----- 0.94
0.77 0.00 295.09 0.88 ----- ----- ----- 0.88 ----- ----- ----- ----- 0.88
0.78 0.00 295,09 0.82 ----- ----- ----- 0.82 ----- ----- ----- ----- 0.82
0.80 0.00 295.08 0.77 ----- --- ----- 0.76 ----- ----- ----- ----- 0.76
0.82 0.00 295.08 0.71 ----- ----- ----- 0.71 ----- ----- ----- ----- 0.71
0.83 0.00 295.08 0.67 ----- ----- ----- 0.66 ----- ----- ----- ----- 0.66
0.85 0.00 295.07 0.62 ----- ----- ----- 0.61 ----- .---- ----- ----- 0.61
Continues on next page...

AREA 1 ROUTE TO POND 1 Page 2
1
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.87 0.00 295.07 0.58 ----- ----- ----- 0.57 ----- ----- ----- ----- 0.57
0.88 0.00 295.07 0.54 ----- ----- ----- 0.53 ----- ----- ----- ----- 0.53
0.90 0.00 295.06 0.51 ----- ----- ----- 0.50 ----- ----- ----- ----- 0.50
0.92 0.00 295.06 0.48 ----- ----- ----- 0.47 ----- ----- ----- ----- 0.47
0.93 0.00 295.06 0.46 ----- ----- ----- 0.45 ----- ----- ----- ----- - 0.45
0.95 0.00 295.06 0.43 -- ----- ----- 0.42 ----- ----- ----- ----- 0.42
0.97 0.00 295.05 0.41 ----- ----- ----- 0.40 ----- ----- ----- ----- 0.40
0.98 0.00 295.05 0.39 ----- ----- ----- 0.38 ----- ----- ----- ----- 0.38
1.00 0.00 295.05 0.37 ----- ----- ----- 0.36 ----- ----- ----- ---- 0.36
1.02 0.00 295.05 0.35 ----- ----- ----- 0.34 ----- ----- ----- ----- 0.34
1.03 0.00 295.05 0.33 ----- ----- ----- 0.33 ----- ----- ----- ----- 0.33
1.05 0.00 295.04 0.32 ----- ----- ----- 0.31 ----- ----- ----- ----- 0.31
1.07 0.00 295.04 0.30 ----- ----- ----- 0.29 ----- ----- ----- 0.29
1.08 0.00 295.04 0.29 ----- ----- ----- 0.28 ----- ----- ----- ----- 0.28
1:10 0.00 295.04 0.27 ----- ----- ----- 0.27 ----- ----- ----- ----- 0.27
1.12 0.00 295.04 0.26 ----- ----- ----- 0.25 ----- ----- ----- ----- 0.25
1.13 0:00 295.04 0.24 - ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24
1.15 0.00 295.04 0.23 ----- ----- ----- 0.23 ----- ----- ----- ----- 0.23
1.17 0.00 295.03 0.22 ----- =---- ----- 0.22 ----- ----- ----- ----- 0.22
1.18 0.00 295.03 0.21 ----- ----- ----- 0.20 ----- ----- ----- ----- 0.21
1.20 0.00 295.03 0.20 ----- ----- ----- 0.19 ----- ----- ----- ----- 0.19
1.22 0.00 295.03 0.19 --- ----- ----- 0.18 ----- ----- ----- ---- 0.18
1.23 0.00 295.03 0.18 ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18
1.25 0.00 295.03 0,17 ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17
...End

Hyd. No. 19 - Reservoir - 10 Yr - Qp = 16.65 cfs - AREA 1 ROUTE TO
POND
80
60 —
w
u
40
J20
I '
0
0.0 0.2 0.3 0.5 0.7 0.9 1 .0 1 .2 1 .4 1 .6 1 .7
Time (hrs) -
/ Hyd. 11 / Hyd. 19

Goldston Quarry
Basin 2
,.7,1, Disturbed Area (Acres)
SS 26,6 Peak Flow from 10-year Storm (cfs)
12N7,8O, Required Volume ft' x
y�8646 Required Surface Area ft
r #x 65;1 Suggested Width it
Suggested Length ft
70 Trial Top Width at Spillway Invert it
140 Trial Top Length at Spillway Invert it
2 Trial Side Slope Ratio Z7
'3 Trial Depth it (2 to 3.5 feet above grade)
r {'irv581 Bottom Width it
128'1 Bottom Length ft
f57E
ll�Bottom Area It"
4Actual Volume ft' Okay9�800,.Aclual Surf ace Area ft' .Okay .�
40 Trial Weir Length ft
'= 05 Trial Depth of Flow ft
4,2;4'Spillway Capacity cis
Skimmer Size (inches) Skimmer,'Size1
OI333,j Head on Skimmer(feet) -,v- Idcties).n:'
2r75 Orifice Size (114 inch increments) Yh75
r:�66€Dewatering Time (days) ,_ry 7{"2
Suggest about 3 days +"` =12"5
LL.5
_ lak ".ia 6

Hydrograph Re o
p Page 1
Hydraflow Hydrographs by Inteiisolve
Hyd. No. 12
RAT 2 7.11 AC
Hydrograph type = Rational Peak discharge = 26.64 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 7.1 ac Runoff coeff. = 0.5
Intensity = 7.495 in/hr Time of conc. (Tc) = 5 min
OF Curve = City of Raleigh.idf Asc/Rec limb fact = 1/1.5
Hydrograph Volume=9,992 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 5.33
0.03 10.66
0.05 15.99
0.07 21.32
0.08 26.64 <<
0.10 22.84
0.12 19.03
0.13 15.23
0.15 11.42
0.17 7.61
0.18 3.81
...End

0 0
Hyd. No. 12 - Rational - 10 Yr Qp = 26.64 cfs - RAT 2 7.11 AC
30
25
20
w
Q 15
10 —
5
0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
Time (hrs)
/ Hyd. 12

Goldston Quarry
Basin 3
3.25 Disturbed Area (Acres).��123 Peak Flow from 10-year Stove (cfs)
585g61 Required volumeft'
3965�Required Surface Areaft'
44:5 Suggested Width ft
( �1`89 Suggested Length ft
•, ti45 Trial Tap Width at Spillway Invert ft
90 Trial Top Length at Spillway Invert ft
2 Trial Side Slope Ratio 2:1
3 Trial Depth ft (2 to 3.5 feet above grade)
W4,4v331Bottom Width ft
h'1781 Bottom Length ft
4 25 Bottom Area ft'
c` 9T86Actual Volume ft' My,
Inc 4050.Aclual Surface Area ft' .Okay:
]35 Trial Weir Length It
0�5 Trial Depth of Flow It
37�ry'15 Spillway Capacity cfs 'Okay,
•+ '••;'. `4 Skimmer Size (inches) Skimmer Size.
�j O 3831 Head on Skimmer (feet) .(Inches):',;,
2 Orifice Size (1/4 inch increments) 6 1i5
Iwit 1`8 Dewalenng Time (days) _ 72
Suggest about 3 days
,3
-....6

Hydrograph Re o*
p Page,
Hydraflow Hydrographs by Intelisolve
Hyd. No. 13
RAT 33.25AC
Hydrograph type = Rational Peak discharge = 12.18 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 3.3 ac Runoff coeff. = 0.5
Intensity = 7.495 inlhr Time of conc. (Tc) = 5 min
OF Curve = City of Raleigh.idf ASc/Rec limb fact = 111.5
Hydrograph Volume=4,567 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 2.44
0.03 4.87
0.05 7.31
0.07 9.74
0.08 12.18 <<
0.10 10.44
0.12 8.70
0.13 6.96
0,15 5.22
0.17 3.48
0.18 1.74
...End

Hyd. No. 13 - Rational - 10 Yr - Qp = 12.18 cfs - RAT 3 3.25 AC
15
10 —
U
d
5
0
0.0 0.1 .0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
Time (hrs)
/ Hyd. 13

Goldston Quarry
Basin 4
Skimmer Basin
M+12
2.7 Disturbed Area (Acres)
Peak Flow from 10-year Storm (cfs)
' 24860 Required Volume ft'
Y "�4400 Required Surface Suggested Width ft
rea ft�
U*a* ,D 99
tav41 93;Suggested Length ft
;e 45 Trial Top Width at Spillway Invert It
90 Trial Top Length at Spillway Invert ft
Trial Side Slope Ratio 2:1
'3 Trial Depth ft (2 to 3.5 feet above grade)
Bottom Width ft !WY! -r'
78 Bottom Length ft LOkay.
jA ,?1257�4,Bottom Area ft'
IY' 64�Actual Volume ft'
Z24 Actual Surface Area ft'
Okay .
V . -35 Trial Weir Length ft
0`5 Trial Depth of Flow It S"Mtner Size;
, d37. Spillway Capacity cfs (Idcfias)
T541*5 .
Skimmer Size (inches) s et 2
-r ' 0 333 Head on Skimmer(feet) F; � , 25
2 Orifice Size (114 inch increments) 4i4- " .`i�3
` '. 185iDewatering Time (days) '"_q 4
Suggest about 3 days .,*5

Hydrograph Rep
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 14
RAT 4 2.66 AC
Hydrograph type = Rational Peak discharge = 11.96 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 2.7 ac Runoff coeff. = 0.6
Intensity = 7.495 inlhr Time of conc. (Tc) = 5 min
IDF Curve = City of Raleigh.idf Asc/Rec limb fact = 111.5
Hydrograph Volume=4,486 tuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 2.39
0.03 4.78
0.05 7.18
0.07 9.57
0.08 11.96 <<
0.10 10.25
0.12 8.54
0.13 6.84
0.15 5.13
0.17 3.42
0.18 1.71
...End

• o
Hyd. No. 14 - Rational - 10 Yr - Qp = 11.96 cfs - RAT 4 2.66 AC
15
10
N
C
Cl
5
0
0.0 . 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 .0
Time (hrs)
/ Hyd. 14

• e
Goldston Quarry
Basin 5
M,ai5 Disturbed Area (Acres)
, 2tr2 Peak Flow from 10-year Storm (cfs)
`? '' fix001Required Volumefts
4 65651 Required Surface Area ft2
; 57 3. Suggested Width ft
tali%. 1146 Suggested Length ft
.: 60 Trial Top Width at Spillway Invert ft
120 Trial Top Length at Spillway Invert ft
Trial Side Slope Ratio Z:1
+.3 Trial Depth ft (2 to 3.5 feet above grade)
r,> 48)Bottom Width ft
" 106si Bottom Length ft
((�� 9?t5184 Bottom Area ft'
k 660 Actual Volume fr
V.y72�0001 Actual Surface Area ft' !Mal _
M=40 Trial Weir Length ft
Y 0'5 Trial Depth of Flow ft
tom°, x; 42 4;Spillway Capacity cis xOka'y".
Skimmer Size (inches) Skimmer Size
Yiw 3 ST Head on Skimmer(feet) =(Inches)'M.
Orifice Size (114 inch increments) :'d-`,ifb:5
Fj 2'22?22`Dewatering Time (days) i zpRw`,2
Suggest about 3 days
'4UYV'I X44:3

Hydrograph Re o?
P Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 15
RAT 5 4.48 AC
Hydrograph type = Rational Peak discharge = 20.15 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 4.5 ac Runoff coeff. = 0.6
Intensity = 7.495 inlhr Time of conc. (Tc) = 5 min
OF Curve = City of Raleigh.idf Asc/Rec limb fact = 111.5
Hydrograph Volume=7,555 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 4.03
0.03 8.06
0.05 12.09
0.07 16.12
0.08 20.15 <<
0.10 17.27
0,12 14.39
0.13 11.51
0.15 8.63
0.17 5.76
0.18 2.88
...End

Hyd. No. 15 - Rational - 10 Yr - Qp = 20.15 efs - RATS 4.48 AC
25
20
15
u
Q
10
5
0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 .0
Time (hrs)
/ Hyd. 15

• 4
Goldston Quarry
Basin 6
Skimmer Basin
Oliay,In, ",
x7,z8 Disturbed Area (Acres)
85?2 Peak Flow from 10-year Storm (cfs)
�, s14040;Required Volume ft3
-*"W,11440j Required Surface Area ft2
`7 yS'; 6 Suggested Width ft
51 3 Suggested Length ft
i 7 Trial Top Width at Spillway Invert ft
%w R'152 Trial Top Length at Spillway Invert ft
. . 2 Trial Side Slope Ratio Z,1
Trial Depth ft (2 to 3,5 feet above grade)
64 Bottom Width ft Okay= v
140�i Bottom Length ft Okaya .2
; 896Cs Bottom Area ft=
306966''Actual Volume ft'
1='41552'Actual Surface Area ft,
"Okay
50 Trial Weir Length ft
0,6 Trial Depth of Flow ft Skiiiln izel
x,P,53'10w Spillway Capacity cfs + Ini
Skimmer Size (inches) 3 , „,;,';2
r? 0 Head on Skimmer (feet) '„ter`, _Z215
Orifice Size (1/4 inch increments)
W2:56�Dewatering Time (days)
Suggest about 3 days _ M,W!5

Hydrograph R of Rep of 1
Hydraflow Hydrographs by Inteiisolve
Hyd. No. 16
RAT 67.83AC
Hydrograph type = Rational Peak discharge = 3 5.2 1 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 7.8 ac Runoff coeff. = 0.6
Intensity = 7.495 in/hr Time of conc. (Tc) = 5 min
IDF Curve = City of Raleigh.idf Asc/Rec limb fact = 1/1.5
Hydrograph Volume= 13,204 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 7.04
0.03 14.08
0.05 21.13
0.07 28.17
0.08 35.21 <<
0.10 30.18
0.12 25.15
0.13 20.12
0.15 15.09
0.17 10.06
0.18 5.03
...End

Hyd. No. 16 - Rational - 10 Yr - Qp = 35.21 cfs - RAT 6-7.83 AC
40
30
Cy 20
10
0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 .0
Time (hrs)
/ Hyd. 16

e o
Goldston Quarry
Basin 8
Temporary Sediment Trap
0 8 Disturbed Area (Acres)
2.7 Peak Flow from 10-year Storm lots)
�2680'Required Volume ft'
.� M1176�Required Surface Area ft'
-
:' 24'2< Suggested Width It
;46:61 Suggested Length ft
25 Trial Top Width at Spillway Invert ft
' 52 Trial Top Length at Spillway Invert ft
7 2 Trial Side Slope Ratio Z:1
3.5 Trial Depth it (1.5 feet below grade + 2 to 3,5 feet above grade)
srTpr 11r Bottom Width ft
:u r.�,3q'
F � ��;36�Bottom Length ft
h 416 Bottom Area ft2 .
ki rrj,,2 92,
pq � t289a,Actual Volume ft' �Okayq'y
U�gy 1.30oi Actual Surface Area flz Ok ys ;10
15 Trial Weir Length ft
6.5 Trial Depth of Flow ft
�MI5.gi Spillway Capacity cfs

Hydrograph Y J p p Page 1
Hydraflow Hydrographs by lntelisoive
Hyd. No. 17
RAT 80.6AC
Hydrograph type = Rational Peak discharge = 2.70 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 0.6 ac Runoff coeff. = 0.6
Intensity = 7.495 inlhr Time of conc. (Tc) = 5 min
IDF Curve = City of Raleigh.idf Asc/Rec limb fact = 111.5
Hydrograph Volume=1,012 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 0.54
0.03 1.08
0.05 1.62
0.07 2,16
0.08 2.70 <<
0.10 2.31
0.12 1.93
0.13 1.54
0.15 1.16
0.17 0.77
0.18 0,39
...End

Hyd. No. 17 - Rational - 10 Yr - Qp = 2.70 cfs - RAT 8 0.6 AC
3.0
2.5
2.0
N
V
(+J 1.5
1 .0
0.5
0.0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 . 1 .0
Time (hrs)
/ Hyd. 17

Goldston Quarry
Basin 9
Temporary Sediment Trap
IDkey " nn
:4 M 2D Disturbed Area (Acres) -
'' . 5.9 Peak Flow from 10-year Storm (cfs)
325701
720'Required Volume ft'
Required Surface Area ft'
35 It Suggested Width ft
I1A Suggested Length ft
ffirial Top Width at Spillway Invert ftrial Top Length al Spillway Invert ft
rial Side Slope Ratio Z:1
rial Depth ft (1.5 feet below grade + 2 to 3.5 feet above grade)
ee ,Kqua 22;Bottom Width ft
58 Bottom Length ft
. :,1276 Bottom Area ft'
� �y66551 Actual Volume ft' �Okay�
�2592 Actual Surface Area ft' S,�Okay,�
�,.; 25 Trial Weir Length ft
':a� 0.5 Trial Depth of Flow It
t;t' 6;5'Spillway Capacity cfs ;okay ;;':I

Hydrograph Re
Page i
Hydraflow Hydrographs by Intelisolve
Hyd. No. 18
RAT 92.4AC
Hydrograph type = Rational. Peak discharge = 5,94 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 2.4 ac Runoff coeff. = 0.33
Intensity = 7.495 inlhr Time of conc. (Tc) = 5 min
IDF Curve = City of Raleigh.idf Asc/Rec limb fact = 111.5
Hydrograph Volume=2,226 cuff
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 1.19
0.03 2.37
0.05 3.56
0.07 4.75
0.08 5.94 <<
0.10 5,09
0.12 4.24
0.13 3.39
0.15 2.54
0.17 1.70
0.18 0.85
...End
J,

Hyd. No. 18 - Rational - 10 Yr - Qp = 5.94 cfs - RAT 9 2.4 AC
6
5 —
4
fA
y..
L1
CY 3-
2-
1
0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 .0
Time (hrs)
/ Hyd. 18

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DMBTATIDNMEACN, OSiAiON/REACH: WrULflDAp FRANJIGE AREA 26Ac DESIGNHREDUENC(: 010
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Wehner, Judy
From: Holley, John
Sent: Thursday, November 12, 20092:35 PM
To: Wehner, Judy;james izzell
Subject: RE'. proposed Goldstar Quarry
The 17" can now work for me as well, and I can pick you up,Judy, at 9:30AM so that we can be there about 10AM.
E-mail correspondence to andjrom this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
Please note my email address has changed to
John.Hol levteD ncdenr.eov
From: Wehner, Judy
Sent: Thursday, November 12, 2009 2:11 PM
To: james izzell
Cc: Holley, John
Subject: RE: proposed Goldston Quarry
John-Can you pick me up on your way through about 9:30 am on the 17th? (next Tuesday)
From: james izzell [mailto:ncgeology@hotmaitcom] _ A
Sent: Wednesday, November 11, 2009 10:54 AM
To: Wehner, Judy
Cc: Holley, John
Subject: RE: proposed Goldston Quarry
What time on the 17th?
From: [e-mail] F
To: ncgeology@hotmaiLmm
CC: [e-mail]
Date: Mon, 9 Nov 2009 09:57:50 -0500
Subject: RE: proposed Goldston Quarry
17th would be fine. Is that OK with you,John?
From:james izzell [mailto:[e-mail]]
Sent: Monday, November 09, 2009 9:38 AM
To: Wehner, Judy
Cc: Holley, John
Subject: RE: proposed Goldston Quarry
How about one day next week (Nov 16-20)?
t

From: [e-mail]
To: [e-mail]
CC: [e-mail]
Date: Fri, 30 Oct 2009 13:11:48 -0400
Subject: RE: proposed Goldston Quarry
I can meet anytime but the 2nd, 11th, and prefer not the weeek of the 23rd, but specifically not Nov. 25-27.
From: james izzell [mailto:[e-mail]]
Sent: Friday, October 30, 2009 12:36 PM
To: Holley, John; Wehner, Judy; [e-mail]
Cc: [e-mail]
Subject: proposed Goldston Quarry
Mr. Holley and Ms. Wehner;
Thanks for your recent response to our information submitted for the Mining Permit application process for
the proposed Goldston Quarry.
At this point, I think it would be best if we meet onsite to discuss the particulars of the most recent
request for information. It appears that we are close, but I think it would clarify some issues if we can see
it and discuss it together.
Please let me know several possible dates that we can potentially meet onsite.
thanks,
James Izzell
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2

4 NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue,Governor
Director and State Geologist Dee Freeman, Secretary
October 29, 2009
Certified Mail
Return Receipt Requested
7003 1680 0000 1479 4899
Mr. Bobby A. Branch
B A Branch Properties LLC
402 Forestwood Road
Sanford, North Carolina 27330
RE: Proposed Goldston Quarry
Chatham County
Cape Fear River Basin
Dear Mr. Branch:
We have reviewed the application your company submitted for the referenced mine site.
However, the following information is needed to continue processing your application:
1. Since the proposed haul road is actually an existing logging road, it will require
reworking to_serve as a suitable on-site haul road. Provide temporary sediment
control for each watercourse crossing.
2. Provide a more detailed map at a better scale for property along the first section
of the haul road, to ensure that the dissipators at culverts A and B are contained
on the property. The topography seems to indicate that the dissipator for culvert
B should be on the north side of the road. This must be verified and addressed
on the map.
3. Erosion control for the on-site haul road still not fully addressed. The design for
the stability and the location of necessary roadside ditches has not been
provided. Most will need temporary liners to achieve an acceptable vegetated
lining. A worse case scenario calculation should be provided to verify that a
riprap liner will not be needed for some of the steeper sections. Significant
overtopping is anticipated at Culverts C and D, requiring appropriate armoring of
the embankments. The dissipator designs do not address fitting the aprons to
the receiving channels, undercutting so that the top of the riprap will be flush with
the surrounding surfaces, or appropriate NCDOT material specifications.
Appropriate supporting computations and construction details are required.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-45741 FAX: [phone]
512 North Salisbury Street,Raleigh, North Carolina,27604
An Equal Opportunity l Affirmative Action Employer—50%Recycled\10%Post Consumer Paper

Certified Mail
Mr. Branch
Page Two
4. Basin design computations need to address sizing of the anti-floatation anchors.
Show sizes on the plans. Construction details must show the more up-to-date
coirljute baffles without spillways, and #5 washed stone on the upstream face of
the riprap outlet structure. The skimmer details must include provisions for the
stone pad where it will rest on the bottom.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted, a decision will be made
to grant or deny the mining permit based upon the information currently in the Department's
files at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
S' cerely,
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Mr. James Izzell — via e-mail

1! _
Wehner, Judy
From: Holley, John
Sent: Thursday, October29, 200911:56 AM
To: Wehner, Judy
Cc: Davis, Tracy
Subject: RE: Goldston Quarry
I finally got through everything Tuesday night on this application, and I offer the following comments:
It appears that we are now to a point an the S&E where they have the conceptual design and many of the
details where they need to simply be tweaked to ensure that adequate protection is provided. A few specific
modifications/additions appear necessary.
a. Joel reports that the haul road is actually an existing logging road that will require reworking to serve as
a suitable on-site haul road. In light of this condition,temporary sediment control needs to he
addressed for each watercourse crossing. The silt fencing should be OK for the entrance leg of the road,
but it should be extended and wrapped over the culvert installations as the road is upgraded to ensure
that sediment is retained on the property. Further, the south side of the crossing at culvert C appears to
need traps similar to li8 &99 to accommodate ditch outlets toward the culvert installation. Lastly, silt
fences (with reinforced outlets (traps( in any minor flow concentrations) appear necessary to address
each side of the crossing at culvert D, and the silt fencing should not extend into the travel path as
indicated near the initial pit area.
L. In that the property appears a bit tight along the first section of the haul road, perhaps a more detailed map at a
better scale would be helpful to ensure that the dissipators at culverts A and 8 are contained on the property (or
are addressed with an agreement or easement with the adjoining property owner). The topo seems to indicate
that the dissipater for culvert g should he an the North side of the road;this should be verified and addressed on
the map.
c. Erosion control for the on-site haul road (and drainage features) is still not fully addressed. Design for stability of
(and location of) necessary roadside ditches has not been provided; it appears that most will need temporary
liners to achieve an acceptable vegetated lining. Submitted calculations for diversion channels also indicate a need
for temporary liners. It is noted that the typical details call for temporary netting in all swales/ditches, but at least
a worse case scenario calculation should be provided to verify that a riprap liner will not be needed for some of the
steeper sections. Significant overtopping is anticipated at Culverts C and D, requiring appropriate armoring of the
embankments. Lastly,the dissipater designs do not address fitting the aprons to the receiving channels,
undercutting so that the top of the riprap will be flush with the surrounding surfaces, or appropriate NCDOT(or
alternate)material specifications. sl class 2 riprap appears more appropriate for the dissipates;at culverts C
& D. Appropriate su pporting computations and construction details are red uired.
d. Basin design computations need to address sizing of the anti-floatation anchors; show sizes on the plans.
Construction details need to show the more up-to-date coir/jute baffles without spillways, and r15 washed stone
on the upstream face of the riprap outlet structure. The skimmer details should include provisions for the stone
pad where It will rest on the bottom.
Thanks for your patience with me on the preparation of these comments; I wanted to be sure to address everything left that we will
need for recommendation of approval.
It is anticipated that DWOwill have much to say about the haul road culvert designs. I would not recommend approval until this
issue, as well as those listed above, are addressed fully. It might be a goad idea at this point to have the designer contact us to
discuss the needed S&E details; perhaps a meeting could be held at the site, including your involvement. Do you anticipate a public
hearing on this application? If there are further questions, please advise.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties.
t

Please note my email address has aged to
John.Holley(@ncdenr.eov
From: Holley, John
Sent: Tuesday, October 27, 2009 8:00 AM
To: Wehner, Judy
Cc: Davis, Tracy
Subject: Goldston Quarry
My unexpected stay at Firestone yesterday changed my schedule yesterday afternoon and I was unable to complete the
Goldston work. I will be in the Field this morning with Mell, but will complete it this afternoon or evening when I return.
Sorry for the delay.
2

ATE OF NORTH CAROLA
Department of Environment and Natural Resources
RALEIGH CENTRAL Office
FILE ACCESS RECORD
SECTION _ LQS Mining Program DATEMME o 15 0I
NAME. Nlt�+t-K" c�� Ust PGi REPRESENTIN WzSCD
Guidelines for Access: The staff of the Central Office is dedicated to making public
records in our custody readily available to the public for review and copying. We also have
the responsibility to the public to safeguard these records and to carry out our day-to-day
program obligations. Please read carefully the following before signing the form.
1. Due to the large public demand for file access,-we request that you call at least a
day in advance to schedule an appointment for file review so you can be
accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m. I
Viewing time ends at 4:45 p.m. Anyone arriving without an appointment may
view the files to the extent that time and staff supervision are available.
2. You must specify files you want to review by mine name/permit no., as
appropriate. The number of files that you may review at one appointment will be
limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if i
time permits. Cost per copy is 10 cents for ALL copies if you make more than I
50 copies - there is no charge for 50 or less copies. Payment is to be made by
check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files ,may not be taken from
the office. No briefcases large totes, etc. are permitted in the file review area. j
To remove, alter, deface, mutilate, or destroy material in public files is a
misdemeanor for which you can be fined up to 3500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
6. The customer must present a photo ID, sign-in, and receive a visitor sticker prior
to reviewing files.
MINE® NAME 1 PERMIT NO. COUNTY
1. y3tio b 3-!O Lz.�
2. Gb4PCsTaK 4l*;ftAM
4.
5,
Mz'-GC.o 0 1�— I4+6-
Signa urelName of Firm or Business Date Time In Time Out
Plea a attach business card to form if available

� 0
MINING CHECKL15T FOR ROUTING
Applicalrt's Name: 1ildA rKJ nlnn ! l f Project Name hn�go I a4 0�
U
ApplieJPermit No.: _County: Ng4r^✓ Date Received: Inblo9
�VV� I n r
Reviewer. l A , River basin Name: land. ` uG
r � -
©New ❑Renewal ❑ Modification (inside permit boundaries)
0 Modification (outside permit boundaries) ❑Transfer G Release
❑Partial Release 2Add'rtional Information ❑Fee Needed: $
❑Fee Received: $
Pleape ro rt& entim application Ackage to-
Regional Office (2 complete copies; attach the'LQ5 Regional
Office Mining Application Review Checklist'to one copy and attach bath the DWQ and DAQ
"Mining Application Review Form"to the other copy; send both wpie5 to the Regional Engineer)
Date: Routed Reed
O Division of Water Resources Date: Routed Reed
❑NC Wildlife Resources Commission Date•. Routed Reed
C U5 Fish & Wldlife Service Date: Routed Reed
(Only new applications and modfication requests that add land to the permit)
Please route firs* 3 pages of the apliloation and any location maps to:
❑Division of Parks & Recreation Date: Routed Reed
❑NC Geological Survey Sect on Date. Routed Reed
(On y new appliczr.ons and modification requests that add land to the permit)
❑Division of Archives & History Date: Routed Rec'd
(Only newapplication5)
EDOther. Date: Ranted Reed
"5u5pense Pate for Cott matte: In) db 11)4 (no later than 25 days
firomrewipt) I / Ou196e✓ a(pia�4
❑Please note the following:
,411 , L/#Wj A-wJ + Jiaj—
I

CAROLINA GEOLOGICAL SERVICES, INC.
October 1, 2009
Ms. Judy Wehner
NCDENR, Land Quality Section
1612 Mail Service Center OCT
Raleigh, NC 27699-1612 z��l
Subject: Proposed Goldston Quarry, Chatham County
Dear Ms. Wehner;
I am writing on behalf of Mr. Bobby Branch in response to your letter of September
15, 2009 in which you requested additional information for the above-referenced Mining
Permit Application. I will respond to each request in the same order as presented in your
letter;
More detail has been added to the Mine Plan. Please note that much of the
information requested in your letter can be found in the "Erosion Control and Stormwater
Calculations" submitted to your office several weeks ago. In response to your request
and for clarity, many of these details have been added to the Sediment and Erosion
Control Plan. The proposed ponds, basins, and dissipators have been drawn to scale on
the mine map along with coordinated drainage features and diversions necessary to make
them functional. Specific dimension details are shown on the mine map and included in
the calculations, and for clarity these have been emphasized on the Sediment and Erosion
Control Plan, and clearly shown on the detail section of the plans. A construction detail
for each structure is given in the "Details" section of the site plans. The construction
sequence and vegetation plan has been changed to better describe the stabilization of
permanent on-site drainage features.
The permanent diversions for the roads are shown on the Sediment and Erosion
Control Plan, and any necessary calculations have been attached. The temporary
diversion east of the haul road near the entrance does drain into an existing basin, as
shown on the Sediment and Erosion Control Plan. The access to the overburden disposal
area has been slightly modified so it will not interfere with the sediment and erosion
control plan. The affected acreage has been changed to reflect these changes.
Please note that the "'Failings Ponds" are a closed loop settling system for the plant
process water. They are elevated and therefore no surface water runnoff can enter the
ponds at any time. The only water entering these ponds is pumped from the wash plant,
and the water is held in a closed loop with no discharge. There cannot be a spillway for
these ponds because they are not designed to ever discharge, A crass-section is included
on the Details page of the mine plans.
RO. Box 429, GARNER, NC 27529 (91 9)779-0017 FAX: [phone]
OFFICES AT 1 01 WEST MAIN STREET, GARNER, NC

page 2
Goldston Quarry
ADI response
The Reclamation Plan included in the site plans includes a final cross section of the
mining area. The plan has been changed to include removal and grading of the
basins/structures after the site has been graded, seeded, and stabilized.
We trust that these changes and additional information will allow you to complete the
review and approval of this permit application. If you have any questions, or require any
additional information, please contact me.
Sincerely,
James C. Izzell, Jr., PG

0JR=fl L�
ENGINEERING - SURVEYING
101 W. MAIN ST., SUITE 202
P.O.Box 444
GARNER. NC 27529
PHONE[phone]
FAx[phone]
TRANSMITTAL
SEND TO
Company name From
Land Quality Section Chuck la ratzk
Attention Data
Judith Werner 9/30/2009
Address Subject
Proposed Goldston Quarry
Chatham County, N.C.
Urgent Reply Please comment EJPlease review El For ycurinformatiun
Ttalpagea including cover. 7 .
COMMENTS
....................................................................................................................................................,............._.............................................................................................
.....................................................................................................................................................................................................................................................................
Enclosed please fntl:
.1 of 6 .1 Revised Basin Sizing Calculations to Inclutle,Basin 9
Y.
S spillway szes .
,of a .1,copy of Q2,Hydroyraph -Graph
3,of6 _1.copy,of Q2_Hydrograph Numeric
.._aof5........._........._1 opyPfQ10.Hydrograplir :_Graph....---.....................
5,of 6 .1,copypf Q10,Hydreyraph ..Numeric
6 of 6; _ .1 copy of Haul Road Ditch.Design __
............................................................................................................................................................................................................................................-...............,......
..................................-.....I..................._....................................................,...............................,..............................,.........................................................................
Thanks.
.......... ...... .... ............... ....-.................. ............. ...-....................,......................................_.... . ._.__.___.. I ..___._..
_..__.....---_'___............................._.......................-.........................................................,.....................................,.,............-....................................._........,.............
.............................................................-.................................,...............,......................................,.............................................................................._........_................
....._.... ..............I... .....--- ._......_._... .. ......_........ . . . ........... ._......._. ........ ... .. .............. ............... .....
....................................................................................................-................................................................,.............,...............................................................................
....................................................................................................................................................................................................................................1-....._..---
-
..................................................................................................-.........,...................,..............................,.................................,.........-..-.................................._......._

Basin Cabs
ENGINEERING - SURVEYING -
10I W MAN Si,SUITE 202
G.wNER,NC 2 i529
PHONE<91917793e54
FIX(9190 774 056
GOLOSTON QUARRY-CHATHAM COUNTY, NC
BASIN SIZINGSoVtel
--
Required quire i+ AppfOximale DEWATERING
SKIMMER BASIN 1800SF Volume Surface Am Volume
.AI:r ';i
g p Calculated
_-� Skimmer Sizing(Dewater Basin between 1 and 3 Number of
days) Days to
aea disturbed Ot0:I 43$sP Dewater
areaxbasin orwQ10z725;
Area of disturbed Area of undist disturbed To(al'Area of Drainage Tell Q2(cfs) Disturbed Area RISER BARREL AIIIIIIIIIII� 16005E constant skimmer'Far, 35 depth
BASIN# at Ad at Ac at AC 02(tls 010 cfs TYPE cuX sf_Nij_=Pjl length width Isf area cu ft 4"no orifice 4"W2.5"orifice 4"w1.5"orifice
_Ad4l.al- Cu fll day Cu RI day Go RIday
1 516,931 11,e7 818,355 16.79 1,335,286 30.65 100.87 61.57 RISER BARREL IBD0 21361 .�h 26783 23D 240 55200 193200 16863 1.3
2 30M63 7.11 7.11 23.04 36.1 SKIMMER BASIN 1800 12796 '-s""=-'12383 16D 60 12800 448OG Biel 1.6
3 141534 325 3.25 11.64 19,32 SKIMMER BASIN 1800 5549 zil:.l s6279 120 55 moo 23100 2945 2.0
41 115997 266 2.66 9,63 15.81 SKIMMER BASIN 1800 4793 Steal 138 110 50 5500 19250 2945 1.8
51 195213 4.48 4.48 17.18 27.9 SKIMMER BASIN 1800 8067 -';" -9068 150 65 9750 34125 8181 1.0
8 MEW 7.83 7.83 30.1 48.87 SKIMMER BASIN 1800 14088 F'"-,,'ZTk15883 180 so 18200 56700 alai 17
7 436362 1002 10.02 35.52 56.5 SKIMMER BASIN 1800 18031 ."18363 200 95 19000 66500 111 1.1
81 34199 0.79 0.79 2.61 TRAP 3600 2826 i'FIF7 s1222 50 25 1250 4075
91 75501 0.17 97138 2.231 2.40 5.2 1.17 TRAP 36H 625 ?yii�='M'S09 15 351 525 1837.5
SPILLWAY SIZING
GIVEN
DEPTH
WATER CLENGTH
OVER DESIGN
SPILLWAYSPILLWAY
Total Area (FT) LENGTH
BASIN IF 010 cfs -
1 NIA I I See Routine 50' ``� nwr,ryrrr
2 X071 0.501 35.9 36' ��a``�RZ H CA j a'O,
3 1932. 0.50 162 zo' fESg 9/.
4 15.81 0.50 14.915' SQQ'O �Oy9
51 279 0.50 253 30' `n t SE l-
6 48.87 O.Sp 46.150' _ _: 02639.5
] 55.5 0.50
B 2.81 8' 1F
s e• =PiKCS;tiyINEEP,:
Page 1

Hydrograph Plot
Hydragmv Hydrographs by IWeltscbe
Hyd. No. 10
REACH TO BASIN 9
Hydrograph type = SCS Runoff Peak discharge = 5.22 cfs
Storm frequency = 2 yrs Time interval = 2 min
Drainage area = 2.40 ac Curve number = 75
Basin Slope = 10.0 % Hydraulic length = 600 ft
Tc method = LAG Time of conc. (Tc) = 7.7 min
Total precip. = 3.60 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume= 11,962 cuff
10 - SCS Runoff - 2 Yr - Qp = 5.22 cfs
6
5
4
� 3
C7
2
1-
0
0.0 2.4 4.8 72 9.6 12.0 14.4 16.8 19.2 21 .6 24.0
Time (hrs)
/ Hyd. 10

• •
Hydrograph Report
Page 1
Hydragow Hydrogrephs by InlelisoNe
Hyd. No. 10
REACH TO BASIN 9
Hydrograph type = SCS Runoff Peak discharge = 5.22 cfs
Storm frequency = 2 yrs Time interval = 2 min
Drainage area = 2.40 ac Curve number = 75
Basin Slope = 10.0 % Hydraulic length = 600 ft
Tc method = LAG Time of conc. (Tc) = 7.7 min
Total precip. = 3.60 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Hydmgraph Volume= 11,962 cuff
Hydrograph Discharge Table
Time -- Oufflow
(hrs cfs)
11.70 0.70
11.73 0.92
11.77 1.18
11.80 1.52
11.83 2.00
11.87 2.66
11.90 3.53 -
11.93 4A7
11.97 5.15
12.00 5.22 <<
12.03 4.60
12,07 3.60
12,10 2.58
12.13 1,77
12.17 1.23
12,20 0.96
12.23 0.87
12.27 0.83
12.30 0.80
12.33 0.76
12.37 0.73
12.40 0.69
12.43 0.66
12A7 0.62
12.50 0.58
12.53 0.54
...End

• s
Hydrograph Plot
Hydrafl"Hydrographs by Intelisolve
Hyd. No. 10
REACH TO BASIN 9
Hydrograph type = SCS Runoff Peak discharge = 9.64 cfs
Storm frequency = 10 yrs Time interval = 2 min
Drainage area = 2.40 ac Curve number = 75
Basin Slope = 10.0 % Hydraulic length = 600 ft
Tc method = LAG Time of conc. (Tc) = 7.7 min
Total precip. = 5.10 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Hydragraph Volume=22,047 cuR
10 - SCS Runoff - 10 Yr - Qp = 9.64 cfs
10 r
a
w s
0
a
2
0
0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0
Time (hrs)
/ Hyd. 10
�9

i •
Hydrograph Report
Page 1
Hydrafiow Hytlmgraphs by Intelisolve
Hyd. No. 10
REACH TO BASIN 9
Hydrograph type = SCS Runoff Peak discharge = 9.64 cfs
Storm frequency = 10 yrs Time interval = 2 min
Drainage area = 2.40 ac Curve number = 75
Basin Slope = 10.0 % Hydraulic length = 600 ft
Tc method = LAG Time of conc. (Tc) = 7.7 min
Total precip. = 5.10 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume-22p47 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
11.63 0.97
11.67 1.29
11.70 1,68
11.73 2.14
11.77 2.66
11.80 3.33
11.83 4.22
11.87 542
11.90 6.96
11.93 8.55
11.97 9.64 <<
1200. 9.60
12.03 8.34
12.07 6.46
12.10 4.59
12.13 3.11
12.17 - 2.14
12.20 1.67
12.23 1.50
12.27 1.44 -
12.30 1.38
12.33 1.32
12.37 1.25
12.40 1.19
12.43 1.12
12.47 1.06
12.50 0.99
...End
9 n �/

6 0
NmIHAmar- Breen ECMOEVerdon A3 BIJMWR 013SP OMPOTED BY:
ROJECTNPMEGOLOSTON PROUECTNU: BASINS
FPDM STATIONMEACH. IDSTATION/REACH; DRAINAGE AREA: 440 FCSIGNFPEONEPIU 010
HYDRAULIC RESULTS
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tld Pekd w HeduH D k F
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LINER RESULTS Nm m Scele
Mdlug Type Vegefalun Cfiasrairtin
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singe PMiem Pnna Ckss Type DMAV slem sire„ Shear seev
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Sd Clay Loom aw cars 330 BLE
Bach lclrprTSC een„
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•-Completo hems I.Iwd3,Also complete a suture _
item 4 H Restricted Delivery la'desireo._ A9em
III Print your name and addrss on the reverse X ❑Addresses
so that wo can return the card to you. e. Recebsd (Pmdednmmel c e[e of oelirey
III Allison this card to the back of the mailpiece, _!ol
or on the front 0 space permits.
1. AMcle Atltlressetl to: 0. 1e tl tlENreryetltlrcselaadrss t Wow.
DYm
YES,enter delivery address ❑No
MR BOBBY A�BRANCN
B A BRANCWPROPERTIES LLC
402 FORESTWOOD ROAD
SANFOR❑ INC 27330 3' TWO
cesared men O press ratan
Reglslered mn�elprrormenchw,dlso
O Insured mall ❑C.O.D.
a Nesmmetl Deliveryl para Feel ❑Yes
2. Anlela N=ber 7Do7 0710 coal 5982 6171
rr�w�rr�a �e4
P3 Form 3811.FebmarY 2004 ccm lc Return Receipt 5'�(/- D 4 lcasosae.ra.fsw

UNITED STATES PC SERVICE I II II I
I-clan,Faeu
stage 8 Fees Paid
PS
Pe�mt No.G-10
I
• Sender.. Please print your name, address, and ZIP+4 In this box • I
RICED
DENR-DIVISION OF LAND RESlOELAND QUALITSECTION 1612 MAIN SERVICE CENTERRALEIGHNC276931614v` I
I
I„LIhJ1LJLLL, ,.IhIL„ JhhlhlnhLhLd

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James 0. Simons, PG. PE Beverly Eaves Perdue. Govemor
Director and State Geologist Dee Freeman, Secretary
September 15, 2009
Certified Mail
Return Receipt Requested
7007 0710 0001 5982 6171
Mr. Bobby A. Branch
B A Branch Properties LLC
402 Forestwood Road
Sanford, North Carolina 27330
RE: Proposed Goldston Quarry
Chatham County
Cape Fear River Basin
Dear Mr. Branch:
We have reviewed the application your company submitted for the referenced mine site.
However, the following information is needed to continue processing your application:
More detail is needed regarding the erosion and sediment control plan. The proposed
ponds, basins, dissipaters must be drawn to scale on the mine map and coordinated
with drainage features and diversions necessary to make them functional. Provide
specific dimension details for the ponds, basins and traps. Show all spillways, anti-
flotation devices and all other specific details. Provide appropriately designed
stabilization of permanent on-site drainage features.
Show the permanent diversions for the roads and provide supporting calculations for
them, including and necessary liners. The temporary diversion east of haul road near
the entrance must drain into a structure. Indicate how the road to the overburden
disposal area will not interfere with the erosion control plan for said area. Provide a
spillway for the tailings pond.
Provide a cross section of the final reclamation plan, including the basins/structures to
be left.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733- 5741 FAX: [phone]
512 North Salisbury Streel, Raleigh,North Carolina, 27604
An Equal Opportunity 1 Affirmative Actior,Prnplcyer—50%Recycled 110%Post�_'-_nsumer Paper

Certified Mail
Mr. Branch
Page Two
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information',
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted,a decision will be made
to grant or deny the mining permit based upon the information currently in the Department's
files at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely,
s r
dith A, ehVner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Mr. James Izzell -- via e-mail

Warmer, Judy
From: Halley, John
Sent: Tuesday, September 15, 2009 7:23 AM
To: Wehner, Judy
Cc: Davis, Tracy
Subject: Goldston Quarry (proposed), Suspense Date 9-11-09
Attachments: Goldston.jpg
We have reviewed the subject application and offer the following comments:
While the conceptual design and many details appear adequate with this submittal, additional details are still necessary
for approval of the application. The proposed pond, basins and traps need to be drawn to scale and coordinated with the
drainage features and diversions necessary to make them function as intended. Specific dimensional details are needed
for the pond, basins and traps. All spillways, anti-Flotation anchors, and other specific features used must be shown.
Appropriately designed stabilization of permanent on-site drainage features must be addressed. Please refer to Joel's
specific comments attached via scan.
I do not recommend approval until these issues are fully addressed. If there are any questions, please advise.
t

PROPOSED COLDS-rON UAKRY: 2'"} ROUND COMMENTS
*Rood profile has been provided and are labeled with station Ws. Station Ws should also
be labeled oil the drawings themselves la correspond with provided profile. 'I'his should
cover both the access road and the internal haul roads.
Germanent ditches should be shown for roads, and stabilization calculations should be
provided for them.
Glailings fond drawings should be in more detail.
Oissipator pads should be shown to scale, in their proper locations on pianshects. They
should also have their dimensions labeled on plansheets.
Gprovide dimensions Ior sediment traps/basins,and new pipes on planheets as well.
OI'emponary diversion cast of'the haul rd near the entrance;should discharge into a trap or
basin.
*In several locations on plansheets.the note"Install traps as needed'' can be found,
Operator should assume their necessity and install from the onset.
6laul road to overburden appears to cross a diversion ditch. This location conflict must
be resolved.
`* heir appears to be no discharge from the tailings ponds. is this correct?
raps and diversions appear to remain in place on the reclaanation plan. "llnese should
be closed out acid removed.
*The lake is labeled"Recreational"on the reclamation plan although it appears that the
access roads am closed out. Is this correct?

Appiieant's Name•. :3rt iZw.wi� 1)nnou,L,s Lv' . p -oiec Name: ' ( '�wr.
Applicd]Permit Ne.: _County: Date Received:_
Reviviewer. I/ A River5asin Name.
New Renewal 0 Modification (inside permit boundaries)
0difi Mocation (outside pe it boundaries) _Transfer ❑ Release
0 Partial Release Additional Information G Fee Needed: $
❑Fee Rerznved: $
Regional Office (2 campicte copies: attach the"1.Q5 Regional
Office Mining Application Review chwidist"to one copy and aCaeh kzrlIt the Dwo and DAQ
'Mining ApplieaGon Review Forth"to the other copy, send both copies to the Regional Engineer)
Date: Routed Rec'a
❑ Division of Water Resources Date. Routed Reed
❑NC Wildlife Resources Commission Date: Routed Reed
❑U5 Fish &Wildlife 5ervice Date: Routed Reed
(Only new applications and mediflcauon requdS that add land to the Pe, " m)
Please route first 3 ���s ofthr ar�oliration and arty location ma yr t
❑Division of Parks & Recreation Date. Routed P.ec'd
0NC Geological 5umeySection Date•. Routed Reed
(Only new applications and modification requests that add land to the permit)
0 Division of Archives & History Date. Routed Reed
(only new applicationg)
❑Other. Date. Routed Reed
"5u5pense Date for Comments u afrpk' (no la`:.er than 25 days
from receipt)
❑Please note the following: y
O.1111V,r.�1Z'la" � G��./.✓ Q,fArKr II�IiY/bA.✓a/
7Fo6 40UP. yil .

Log In 9: 171
DPR/RRS Mining Permit Application Review
RES Contact'
Name of project: rxr 131f 464e.d4 '
/ //�-- GtJdSbn,eo auARa�
County: �Ae&g2
Proposed activity is —/—\is not within 5 miles of a public park or recreation area-
If yes, identify the park: Sou}L.U. ,Sk �avwewvq;k� ) nzy rtw 10 Z
�`1.4FS Mt LS�
Manager/agency name: �-
-F
(contact name): 1
(phone; fax):
(e-mail): 'Cr.': y.NooJ y\oAk' e,C.
Review conducted by: \ -Date: / C
PLEASE RETURN APPLICATION MATERIALS WITH YOUR REVIEWICOMMENTS. l ,
YOU CAN ALSO E-MAIL YOUR COMMENTS TO:
Ad rien n e.McCeie(u)ncmai I.net
THANKS! RECEIVED
pi 10 zoos
Return form and materials to: LAND QUALITY
Adrienne McCoig MININGPROGRAM
DENR/Division of Parks & Recreation
1615 MSC
Raleigh, NC 27699-1615
(Please Print on COLOR Paper)

1
A7 i7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist June 2, 2009 Dee Freeman, Secretary
MEMORANDUM
TO: Mr. Lewis Ledford, Director
Division of Parks and Recreation
FROM; Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Application for BA Branch Properties LLC
Goldsboro Quarry
Chatham County
Please find attached for your review a copy of the mining permit application request
for the above referenced project.
Please review this information and advise as to the probability of this operation
having unduly June 26, 2009 so that we may complete our review of this request within
our statutory time limits.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on publicly owned
parks, forests or recreation areas would be greatly appreciated. If your staff wishes to
perform a site inspection, it is recommended that they contact the person submitting this
request to set up a convenient•date and time. Also, please send a copy of your comments
to the person noted in the application. RETURN ALL APPLICATION MATERIALS AND
MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy
Wehner [phone] if you have any questions.
Ibmh RECEIVED
Attachments JUL 10 2009
cc: Mr. John Holley LAND QUALITY
MINING PROGRAM
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

• �e�ano,� s
North Carolina Department of Cultural Resources
State Historic preservation Office
Pena B.Sandbeek,Administrator
Bc...ly Lines Pud,,,G,,,..nm OlYca of Amhll and llix.nry
Iwnda A.Carlisle,Seenlc.y of Ilismnnl acsourax
JctfnyJ.Crow,Dcpmy Smntary Da.id ISmok,Damor
July 7, 2009
MEMORANDUM
TO: Brenda Harris
Land Quality Section
Division of Land Resources, NCDENR
FROM: Peter Sandbeck eagv pe.6SA*AlWt
SUBJECT: Application for Mining Permit, BA Branch Properties, l.LC, Goldston Qumny,
Chatham County, ER 09-1317
Thank you for giving us the opportunity to review and comment on the above project pursuant to Chapter 74,
Article 7 of the North Carolina General Statutes.
Because of the location and topographic situation of the proposed Project area, it is unlikely that any
archacologicial sites which may be eligible for inclusion in the National Register of Historic Places will be
affected by the proposed borrowing. We, therefore, recommend that no archaeological investigation be
conducted in connection with this project.
While we note that this project review is only fora state permit, the potential for federal permits may require
further consultation with us and compliance with Section 106 of the National Historic Preservation Act.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Rence Gledhill-Earley, environmental review coordinator, at 919-807-6579.
RECEIVED
LAND DUALITY SECTION
Loeati'om 109 µnnJones Strum,RaIrgh NC 27601 Mailing Addrese 9,17M:ul Scrviec Cunene lialn'gh NC 27699-46V Telephone/pux:[phone]/8117-599

a �
-,Y 4
�J North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM WEIVED
TO: Brenda M. Harris, Mining Program Secre��a. 2 6 2009
Land Quality Section
FROM: Shari L. Bryant, Piedmont Region Coord� OUAjL k,.�.-O � j
Habitat Conservation Program sd PROGRAM
DATE: 25 June 2009
SUBJECT: Mining Permit Application for B.A. Branch Properties, LLC, Goldston Quarry, Chatham
County, North Carolina
Biologists with the North Carolina Wildlife Resources Commission have reviewed the subject
permit application and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Mining Act of 1971 (as amended, 1982)(G.S. 74-76 through 74-68 15
NCAC 5).
B.A. Branch Properties, LLC is requesting a new permit for mining crushed stone. The total area
is 178.8 acres. The applicant indicates stormwater and groundwater will be discharged from the site, and
a minimum 50-foot unexcavated buffer will be maintained between land disturbing activities and natural
welemourses and wetlands. Reclamation includes leaving the mined area as a Is ue and grading and
seeding all disturbed areas.
Cedar Crack and its tributaries flow through the site. Cedar Creek is a tributary to Deep River in
the Cape Fear River basin. There are records for the federal and state endangered Cape Fear shiner
(Notropis mekisrocholas)and the federal species of concern and state endangered yellow lampmussel
(Lam)Ysdis cariossa).in'Deep River.
W� offer the following recommendations to reduce impacts to aquatic and terrestrial wildlife
resources.
1. -Maintains minim6in'100-foot undisturbed native, forested buffer along perennial streams, and a
minimum 50-foot buffer along intermittent streams and wetlands. Maintaining undisturbed,
forested buffers along these areas will reduce impacts to aquatic and terrestrial wildlife resources,
water quality, and aquatic habitat both within and downstream of the project area. In addition,
these buffers will provide an adequate travel wrridor for wildlife species. Whereas,a grassed
buffer, particularly fescue, is a vegetated buffer but will not provide the necessary and highly
valuable functions as discussed for forested buffers. We request that sediment and erosion
control measures be located outside of these buffers.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh,NC 27699-1721
Telephone: [phone] • Fax: [phone]

• i �
H
1�
a
''RECEIVED'`.
aJUN"Re 2009 .;
,
„LAND.QUALITYSECTION '
v,
..
I p

{
Page 2
25 .June 2009
Goldston Quarry
2. Water discharges from the project site should be proportional to the size of the receiving stream,
and all discharges should comply with NPDES permit requirements. In particular,turbidity of the
discharge should be maintained at or below the permit requirement. High water discharge rates
and turbidity can negatively impact aquatic and fisheries resources within and downstream of the
project area. Excessive silt and sediment loads can have numerous detrimental effects on aquatic
resources including destruction of spawning habitat, suffocation of eggs,and clogging of gills of
aquatic species.
3. We encourage the applicant to consider using seed mixtures that are beneficial to wildlife in their
reclamation plan, such as native, warm season grasses_ An exact seeding mixture would need to
take into account soil types, moisture, pH,and degree of slope of areas to be stabilized.
Additionally, for relatively shallow sediment basin reclamation,we recommend these areas be
reclaimed as wetlands where practicable. We refer the applicant to George Strader, District
Wildlife Biologist at(919) 471-1743 for additional information and ideas on reclamation for
wildlife.
Thank you for the opportunity to review and comment on this permit application. If you need
additional information,please contact our office at(336)449-7625.
cc: Bobby A. Branch, B.A. Branch Properties, LLC
cc: Mark Bowers, USFWS

. . . . . . .. ... .,.. .., .,, .� . .. ..: .i. �: .I ,
. . . , I•r

MINING CHECKLIST FOR ROUTING
Applicant's Name: 84 R&OMd I"AILa. Project Name: 141ii/f/C4 1 ac?
v - I/
Appl' ermit No: _ ty. n CounI 1Ad+i i Date Received: q//t7/,19
j nA ! . �
Reviewer. GllluL River Basin Name: ()nn, 41A)
�0 New C Renewal ❑ Modification (inside permit boundaries)
❑Modification (outside permit boundaries) ❑Transfer ❑ Release
❑Partial Release ,L Additonal Information ❑Fee Needed: $
❑Fee Received: $
0
Pleas2//77 w application page to:
Regional Office (2 complete copies: attach the"LQ5 Regional
Office Mining Application Review Checklist"to one copy and attach hath the DWQ and DAQ
"Mining Application Review Form"to the other copy, send both.copies to the Regional Engineer)
Data Routed 4tlO a Reed
❑Division of Water Resources Date-. Routed FC0 c!
0 NC Wildlife Resources Commission Date: Routed Reed
❑U5 Fish &Wildlife Service Date: Routed Rec'd
(Only new applications and modification requesrb that add land to the permit) -
?lease route 3 pages of the application and any location mans to:
❑Division of Parks & Recreation Date: Routed Reed
❑NC Geological 5urvey Section Date: Routed Reed
(0&y new applications and modification requests that add land to the permit)
❑Division of Archives & History Date: Routed Reed u
(Only newapplications) V-
❑other. Date: Routed Rec'd
. dEZP45ft(pgii�j 111 Q0Dj
"5uspen5e Date for Comments: 9111109 (no later than 25 days
from receipt)
❑Please note the following: II `,
tl) 1AVA) AdAAVJ 4-L-k
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CAROLINA GEOLOGICAL SERVICES, INC.
LAUG
r.,�l�DAugust I9, 2009 2009Ms. Judy Wehner
NCDL'NR, Land Quality Section SFCT!ON
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Proposed Goldston Quarry (19-20), Chatham County
Dear Ms. Weimer;
1 am writing on behalf of Mr. Bobby Branch in response to your letter of June 30 in
which you requested additional information on the above referenced mining permit
application. 1 will respond to each item in your letter in the same order for clarity.
1 . Please find attached to this letter a copy of the signed return receipt from Certified
Mail for notification of Mr. Antonio McBroom, the adjoining property owner across US
421. This property owner has also been added to the mine map.
2. The road profiles and details of crossings and sediment and erosion control structures
have been added to the details section of the site plans.
3. The mine map has been revised to show accurate locations of streams and wetlands.
d/Supporting sediment and erosion control calculations are included with this letter.
Skimmers have been added to the basins as needed and details have been added to the
details section of the plan.
5. A 50 foot buffer has been added to the southern stream on the mine map, however no
land disturbance is proposed within a few hundred feet of this stream.
6. The tailings ponds have been slightly modified from the original submittal and details
have been added to the details section of the plan. Any tailings removed from the ponds
will be placed in the `overburden disposal area" shown on the mine map.
P.O. Box 429, GARNER. NC 27529 (91 9)779-0017 FAX: [phone]
OFFICES AT 10 1 WEST MAIN STREET. GARNER. NC

Page 2
Goldston Quarry
'9' There are 5 known wells within 1500 feet of the quarry limits. Due to the high angle
fraCture patterns, zones of recharge, and distance, the proposed quarry is not expected to
have any impact on any water supply wells within the area. County water is available in
the area, and according to county officials, the goal of the public works department is to
provide water to all county residents within the near future. A map showing locations of
the 5 wells is attached to this letter.
If you have any further questions, please let me know.
Sincerely,
James C. Izzell, Jr.,. PG
enclosures

IN Complete items 1,2,and 3.Also complete A 51 nature
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1. AsideAddrem ex.ee o. la tlalhrery atlm�aemaremxam lt®nlz 0Ym
If YES,entardalivery etltlresa below: ❑ No
MR BOBBY A BRANCH
B A BRANCH PROPERTIES LLC
402 FORESTWCOD ROAD a. �^'as Type
SANFORD NC 27330 �.canlnaa ml e.om�a luau
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OB'1R-0IVISION OF LAND RE$WROES I
LAND QUALITY SECTIO
1612 MAIN SERVICE CENTER
RALEIGH NC 2768&1812 FCl� I
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NCDENR.
North Carolina Departmenf of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D.Simons, PG, PE Beverly Eaves Perdue,Governor
Director and State Geologist on Freeman, Secretary
June 30, 2009
Certified Mail -
Return Receipt Requested
7008 1300 0000 1122 7613
Mr. Bobby A. Branch
B A Branch Properties LLC
402 Forestwood Road
Sanford, North Carolina 27330
RE: Proposed Goldston Quarry
Chatham County
Cape Fear River Basin
Dear Mr. Batch:
We have reviewed the application your company submitted for the referenced mine site.
However, the following information is needed to continue processing your application:
Provide proof such as a copy of the signed return receipt from certified mail that
the adjoining landowner across US 421 has been properly notified.
%Y Provide road profiles and cross sections that include ditch lines for the proposed
access roads. Include construction details for all stream crossings and the
erosion and sediment control measures to be used at the crossings.
Provide an approved wetland delineation and accurate stream locations for the
/ proposed mine site.
si. Provide supporting calculations for all of the sediment basins and diversions.
Basins must have skimmers because of the soil types in the vicinity. Provide
/ construction details for the basins and diversions, including the skimmers.
'8".� 'Provide buffers for the southernmost stream.
0' Provide construction details for the tailings ponds. Describe where the tailings
will be placed.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX:[phone]
512 North Salisbury Street,Raleigh, North Carolina,27604•Intemethtlp:liw dlrenr.state.ncuslpagesdandqualitysection.hhnl
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled 110%Post Consumer Paper

Certified Mail
Mr, Batch
Page Two
7. It has been brought to our attention that not all of the adjoining landowners have
public water supply. Locate all the wells on the mine map within 1500 feet of the
permit boundaries.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted, a decision will be made
to grant or deny the mining permit based upon the information currently in the Department's
files at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely,
J dith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Mr. James Izzell — via e-mail

Wehner, Judy
From: Wehner, Judy
Sent: Tuesday, June 30, 2009 10,46 AM
To: '[e-mail]'
Subject: Golston Letter
Attachments: 19-20 adi.doc
FYI.
------------------------------------------
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
t

Wehner, Judy
From: Idol,Joel '
Sent: Tuesday, June 30, 2009 10.11 AM
To: Wehner, Judy
Subject: goldston
Judy,
I just looked at the maps . There is no way possible that site can be in any municipal
jurisdiction or etj .
Joel
1

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• Print your name end address on the reverse a ❑Mdmasee
card to that we can return the you. aA p Received by(Prnted Abme) C. Date al
■ Attach this cad to the back of the mailpiece, J
or on the front n space permlls. r 4 r "� ��
1. Micle Addressed!an;f, D. bdalM1rery etldess dMerent M1°m mein l4 ❑rw
If YE3,mlerddhrery etltlrev below: �No
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a144 Sk, I-uke Chw-Ch Rd
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❑Registered!Mail ❑Reform Mail
❑Insuredfr ❑Rehtm Rernlln for Membmdlse
O Insured Mall 0 C.O.D.
4. Reerdcted De1NeM(E+aa Fee) ❑Vide
2, Ali Number. 7008 3230 0000 3165 1180
(rrenalereomwMwlebaQ
PS Form 3811.February 2004 Domeafie Relum Reedpt la2assmM.
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a A Slgnai Agent
■ Oomplote Roma 1,2,and 3.NE complete Ad
Item 4 it Restricted Delivery Is desired- X
■ Pdni your name end address on the inverse 6 FeceNed by(� Must)
O peas of calvary
so that we can return me card to void
• Attach this cod to the back of the mallplece,
or on the Mi if space Permits. D. is ddi dig lmm NMI? Os»
1. Arllala pddreased to: I 11 YES.enter dNlvery etldress ba'mv:
i1�loev�aS �3Mar� Wombs �
d13.ei S4t`Luke Gtia��r
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C,aldsFon i�C aiasa I ❑ evtfeld iMal ❑Eeptum 4Ma
❑ Registered
Rewipt}m Merti•rdisn
❑instead Mall ❑1 1
4. ReabkBd DeikreM(Fic^a Feo) 0 roe
ankle Number 7008 3230 0000 3165 1197 '
ee o'Be"eemw least Mori saaMnae)
�3811,FebNmy 2004 Dumeetk Return Rerelpl

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a Complete items 1,2,and 3.Aloe complete A SlgnMure
Item 4 if Restricted Delivery Is desired. ... /� ❑Agent
X
a Print your name and address an the reverse ❑Addressee
so that we can ashen the card to you. B. Ived MORd N`anref- C. pate'oIf�Daivery
s Attach this card to me back of the mailpiece, / t rtl
or on Ina front If space permits. 11PP
1. Article Addressed to: 0. Iedell ryaddrasciffermfornitemli ❑wn
It YES,enter dallvery address came: ❑No
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❑Registered ❑Saturn Rocelpi far MacM1wtlke f
❑issued Mall ❑C.O.D.
4. Restricted DelNeM I&"Ase El yes
2. Anke Number 7008 3230 0000 3165 1203 r
(AatNardomservkel
PS Form 3811,February 2004 Domestic Return Receipt tosssaaawtsad
i
■ Complete Items 1,2,and 3.Also complete A i na m
Rem 4 R Restricted Detivair is desired. D Apaa
■ Prim your name and address on the reverse ❑Addressee
so that we Dan return the card to you. 0. eceivad by(iHnfad Name C.Data Dt Delivery I`
■ Attach this cad to the beck of the mailpla m, / -Oa-U U
or on the front If apace permits. fc
D. Naellwry addessdMerart ram seer to
1. Arnclegtldresaed fp: M No If VES,erderdefweryetldmse below: No
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4. Restricted Delivery!tEdru Feel o was
2. Ankle Number 7008 3230 0000 3165 1074
(Farrslarhwn aervke kdM
PS Farm 3811,February 2004 Domestic Ram Receipt +pz5B5@4M151b
■ Complete Items 1,2,ark 3.Also complete A FAywtum t
Item 4 If Restricted Delivery Is desired. X « M .. �) rJ Ages
Y Print your name and address on the reverse ) `4-=�'^'L/�7 Addressee f
so that we can return the card to you. gmehwtl M(PrNmd Nemgl C. Da of livery j
■ Attach this cad to the back of the mailplece, IGn Z C U
or an the front If space permits.
1. Article Atltlrawsetl to. D IRs YdEdSN,eenter
dDelivery address below It ❑❑NoDv
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-IAR+IEE2- LRH�II lirni3c'z �hc I
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❑ Caged Mall ❑Egnr Mall
l ❑Reglsteatl ❑getum Recalpt for MmcM1antllae I
O lna ved 1vaf O C.C.D. I
4. Rvhe1ed DelNeryl(Eetre Fie) ❑Yes
2. Ankla Number 7008 3230 0000 3165 1098
(IFensfm imnsen4q lstelf
PS Form 3811. February 2004 Domestic Return Receipt 1pzse::m el.ldea ,

• Complete items 1,2, 3.Also complete A Signature rll ,
item 4 if Restricted De Nery rs desired. - gent
• Print your name and address on the reverse X/ ` �' Addressee
so that we can return the card to you. B. Recehed (Rfntetl Name) C. bate of Delivery
■ Attach this cam to the back of the mailpiece,
or on the front 9 space permits.
1. Ad�ulo Aaareaeed m D. OYea la amNery eadr�,ainareravum Halo to
I It YES.enter doliver address below: CI No
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Jcri5C WtLLC,tt
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2�38 5. 2 gvt e7
a sdvloe Type
SIbEz�Ct�• , 4C. 213u(41 ❑Ca flail ❑Eau Man
( ❑Regatered 0 Ralum Receipt for Merchandise
El Ioaureo Mali El C.O.D.
4. ReeMcmtl DelNeryr(Five ra.J ❑ yes
2. More Number 7008 3230 0000 3165 1104
(prermerfivrn servloe rat
PS Form 3811,February 2004 Domestic Return Receipt 10250"Cid-1510
- e Cualplate Rama 1,2,and 3.Ales Complet0 A Signature
item 4nr name an Delivery Isdeslere I <�/ ❑pOant
• Print your name and adtlress on the reverse X pQ.L4.' 3 Adores—sea
so that we can return the Card to you. B. Re Ned by(P4ntad NeneJ C. Dale of Delivery
• Attach this Cam to the back of the mailpledi
or on the imm if space panntts. sdf
1. Article Addreuedte: j / D._Idtld atldreaetllnerenlfimrllem lR ❑Yes i
`M YES: delivery address below: Elko
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J(�h1RMIJ. ,' VL Z X'?Y; `moo Cet}IMed Man ❑ Fapress Melt
O'Qbtared ❑ Return Receipt for Merchandise
^'El Insured Mall 0 C.O.D.
4. Rastdcted Delkaryl(Free Feet ❑Yes
z Mide Number 7008 3230 0000 3165 1111
!IF sbrlmm xrvlra bOe{
Ps Pam 3811,February 20N Danestic Rotum Raelpt lozusoaMluo
• ComPlete Items 1 2, and 3 Aiso complete A Sigrelure
item 41f Restricted Dell"iy Is deslmd. �,�t
• Print your name and address on the reverse ✓KC�RE3 Agent
so met we Can return the card to you. �-it El mongoose
• Attach this card W the back of the mailpleca, B. ROCGIMd by(Mn Nonee/ CiDate m pelvery I.
or on the front H spade Permits. H C.{�. • Ti V
t.raAdiole✓Aeannsseb ro: Jr .D. Ie aNNay etldr�amaerli(rpm"1 Dyes
If YES, r�QeAv e^/eddreoi blow: ❑ No
�'u' rIQYY�;NG a-77� `a''sarvka /
'❑Certified Mall„':l7 Eapr�e Mw
❑
0 Reine ' O Retum Radii for Merchandise
Infused
Wj Mall ❑C.O.D.
d. ResMcted Oanvar✓r(Ekes Fief 4. Article Number ❑Yea
rnanerN dom,wryge(stay 7006 3230 0000 31.65 1210
PS Form 3811, February 2004 Domestic Return Receipt
1025aseaM'1fro:

Y
• Complete Items 1,2,aral 3.Also c eta ASlol item 4 if Restricted Delivery Is desired. X - 'CN t ❑Agent
• Prim your name and address on the reverse ❑Adbrexed
so that we Can return the card to you. S, Received by(Pnhlad Noma) G. Date cl Deivery
n Attach this card to the back of the madplece.
or an the front If space permits.
D. Is deliatltlress different from item It ❑ Yes
t. Pnicle Misstated to'. '- 1 If YES,emardelivery address helcw: El No
James �. . Robev-
iBob 1'l�, G;lead �hu h li
d 3. sarvlcaTypB I
1 1- 6 Yo N C �.�3� a CIcadllre ❑Ex d Mall prma Men
/ ❑ReglatereG ❑Return Receipt for Memhaaddia ,
❑ Inwretl Mall ❑ C.O.D.
4. Restricted Delivery?(Flea Feel ❑Yee
z. Adide"imd.r 7008 323D 0000 3165 1234
(Danafar hoes aeMce Isbeq
PS Form 3f311, February 2004 Demreec Return Receipt ICvsas 0Q4 lsno
I
7�k
te Items 1,2,and 3.Also complete A Sign 'm
t Restricted Delivery Is desired. r agam ur name end address on the reverse C p Aedmssea we can return the card to you. fteselvetl fare card to the back of the rnailplece, EL by(Pdnfid e/ C. Deed Delivery '
e from if space permits. Z-Q;(_UCddressed li: 0. hdx ryetltlra dMcent M1irn hemp CJ YeaII YES,enter dervery deal below: ❑No
rr� M; ,aarbeY Tr.Box 53i,olds rjNGa7a51 9. 3ervlai Type
❑Cedlned MaI o Emmaa Mau
O Registered O R m Racelpt for Merchandise �
D Irbured Mill ❑ C.O.D.
�
4. Reame ed Deliwryl(Ewe RAW ❑
2. smut Number 70118 3230 0000 3165 1258
(Daas/er bom uvkvkahep - -
PS Form 3811. February 2004 Dimeanc Return Racelpt i
1 olea5@4Ft us

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Label/Receipt Number: 7008 3230 0000 31651227 —
Class: First-class Mail® Track&Confirm
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Status: Delivered
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Your item was delivered at 2:15 PM on June 5, 2009 in WASHINGTON, --
DC 20012.
Detailed Results:
• Delivered,June 05,2009,2d5 pm,WASHINGTON, DC 20012
• Notice Lek,June 03, 2009, 1:20 pm,WASHINGTON, DO 20012
• Arrival at Unit,June 03,2009,9t27 am,WASHINGTON,DC 20012
• Acceptance,June 01. 2009. 3:22 pm,GARNER,NC 27529
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LabelfRecamn Number:7008 3230 0000 31651241 -- ,---.
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cg
Your item was delivered at 9:22 AM on June 4, 2009 in SANFORD, NC - _-
27330.
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• Delivered,June 04, 2009,9:22 am,SANFORD,NC 27330
• Vacant,June 02.2009.9:23 am,GRAHAM,NC
• Arrival at Unit;June 02,2009,9:26 am,GRAHAM,NC 27263
• Acceptance, June 01,2009,3123 pm,GARNER, NC 27529
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Label/Receipt Number:7008 3230 0000 3165 1081
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Status: Delivered
Gu r
Your item was delivered at 9:21 AM on June 20, 2009 in SANFORD, NC
27330.
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• Delivered,June 20,2009,9:21 am,SANEORD,NC 27330
• Unclaimed,June 18, 2009, 10:23 am,CARTHAGE,NC
• Notice Left,June 02,2009,1:28 pm,CARTHAGE,NC 28327
• Acceptance,June 01, 2009,3:19 pm,GARNER, NC 27529
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JUN-25-2009 THU 07:31 Ph DENR RHO FAX NO, 19195714718 P 01/D6
LAND i SECTION REGIONAL (FICE
MINING APPLICATION REVIEW CHECKLIST
APPLICATIONIPERMIT NO.: f`j -1� ACTION: 4:NejAlodification Renewal Transfer Release
APPLICANT NAME: Ru`ti11J Y.1,�°(�%l�.ao11J� MINE NAME: COUNTY:ell _
Administrative Issues:
A. Is the site currently under NOV? Ye plain
B. Is the site under CAMA jurisdiction? No Explain:
Field Issues:
A. Are potential wetlands and watercourses properly indicated on the Mine Map? 6No Explain: _
B. Are the proposed buffer zones adequate? Ye No Explain:
C. Do all occupied dwellings within 300 feet of the mine excavation appear to be indicated? Yes Nb
Explain:
D. Do all water supply wells withi 500 feet of the minea/ t excavation a pear to be indicated? Yes o
Explain: /!/ t , w � a
E. Is visual screening needed. a No Explain:
F. Are the propog-dr6rosion and sedhientation contr I meas es roperly located to prevent offsite
sedimentation? Yes(9 Explain: . sf c1z,
G. Is the proposed revegetabon/reclamation plan acce�p �blle? Yes Explain _
f M. /kc 1.2 :4 2,
Date inspected: QG 0 /
Erosion and Sedimentation Control Plan Review:
It is the responsibility of,the Regional Office staff to verify the adequpct of the E&S measures. Please provide
any concerns or comments: i a A. .Q // ra_L. 67 /I-
ty EKisr.ArL y, s oA( -i r nz l4Fu»r 6,✓�} 7- /,L r -zr 7uA�
_Lf�'s B/�- I "skO pan S �^/.e'...+ un--,-o�r,�E
Other Comments:
S A u of 7Ns
/�!L A�����5/Gn� DIe7�hLl �- .rUP►2,.c-s7rlc.. e�rrciuh��✓s I _' wnuc p _
CN-tP/NF5 /1t AlAgiy o& 7-0? a3 eiA "4tF BA/ /54SNS.
Who was the application routed to and when?:
Division of Air Quality: Dade: 6 -6 A4
Division of Water Quality (Water Quality Section only): Date:
Other: Date:
Inspector/Reviewer's Name: I no t Da:e:
Regional Engineer's Name: i3sq 1 Dale: -zS
tev Oec 2006

JUN-25-2009 THU 07:31 PH DENR RRO FAX NO. 19195714718 P. 02/06
• o
DIVISION OF LAND RESOURCES
MEMORANDUM
TO: Judy Wehner,John H ley
FROM: Joel Idol
SUBJECT: B.A. Branch Properties LLC, Goldston Mine App. # 19-20 Review Comments
CURRENT SITE OBSERVATCONS
The site is primarily wooded with some agricultural land. The site is bordered
on the west by HWY 421 and on the east by St Lukes Ch Rd(a secondary).
Scattered low density housing is present along St Lukes Ch Rd and commercial
businesses such as gas stations are present along HWY 421. The surrounding
area is rural in nature. The proposed undisturbed vegetative buffers and visual,
screening berms appear adequate. A rail line is in the immediate vicinity. 4
Streams are present on site. In general this site appears well suited for the
proposed mine.
EROSION CONTROL REVIEW/COMMENTS:
1) Skimmer basins are recommended as opposed to standard rock weir outlot sediment
6R aps.
rovide profile and cross sections for the proposed haul roads including ditch sections.
rovide construction detail s/drawings for tailings ponds
Riser basins should dewater from top. Perforated risers should not be usiA. Skimmers
e recommended.
V6)
he haul road on the south end of the site crosses a stream. A stream crossing is
ecessary here.
ach stream crossing should have diversion ditches and sediment traps.
iversion ditches should be shown everywhere applicable.
A buffer should be provided for the southernmost stream.
9} omplete design data and calculations for all ditches, diversions, traps, basins, ponds,
ssipators, etc must be submitted.
10) Provide stream crossing detail -
. -�

® •
.-�
't
'� r � � ' •
j '
. . � i � ..
_�
,!
� '.

JUN-25-2009 THU 07:32 PM DENR RRO FAX NO. 19195714718 P. 03/06
Provide complete seeding data including but not limited to the following:
a)permanent and temporary seeding schedule b)seedbed prep data c) muli-,h and
k/anchor rates and data d)soil amendment data I;tj Q
Provide soils and USGS quad data for site.

JUN-25-2009 THU 07:33 PM DENRRRO FAX NO. 19195714718 P. 04/06
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
PrajeCJNumberur&0& 2Fb YA((10fu tk.ilb County:_
"Due Date for Comments Back tot Land Quality coon:
DWO Aced B as e9 _ - -
Wili the operation, as proposed, violate standards of water quality? Wlubwn
comments: P14AA& rr ✓ h ii46jj/d M) wn.
T1'In v+�arn�
Watershed/Stream Name & Classification: 04L Par, 1.Q-01dA' C"!,-C ; NQW
YES NO
.,, . . . . . . NPDES permit required
NPDES permit existing _ (Permit
Nondischarge permit required
Nondischarge permit existing _.(Permit M�
Wetlands disturbed - ?
401 Wetland Cert. required .�
401 Wetland Cert, existing �Q _(Permit S�
Reviewed bytes l.y(LI Date', d 09 _
Print Name: an*n�... L[L1L�VIr

JUN-25-2009 THU 07:33 PN DENR RRO FAX K 1919571471B P. 05/06
MEMO
To; John Holley, DLR
From: NataiieLandry, DWQ
Date: June 23,2009
Subject; Goldsion Quarry, B.A., Branch Properties, LLC
cc: Jen Jones, DWQ
DWQ comments:
A review of the Goldston Quarry Mining Permit Application revealed a possible discrepancy between the
answer for item A(5)which Mates that the site has not been mined in the past and the answer for itrm C(l)
which states that site was previously used as a borrow pit for highway construction material and that most
of the sediment&erosion control structures are already in place.
The permittee should provide DLR with stream determinations showing the origins of the streams,and,if
present,wetland delineations,by a trained wetland scientist. At issue is the placement of Riser Basin 41.
The basin cannot be placed in a jurisdictional stream feature, impacts to jurisdictional waters and wetlands
may require a 404 Wetlands Permit and a 401 Water Quality Certification(e.g.,basin placement 8:haul
road crossings),
The permitteu should provide DLR with settling basin calculations for Riser Basin#I to show ade.auate
removal of pollutants to avoid degradation of the receiving water, In other words,the stream must maintain
State stream standards(e.q.,turbidity)and water quality standards(e.g.,TSS, pH,settable solids)during
mining operations. In addition,discharge velocities from the Basin cannot erode the stream bank and%cult
in stream degradation.
Consider traps for haul road runoff as road enters the south end of facility.
Please note that the NCU020000 General Permit will require the permittec to submit an Operation and
Maintenance Plan.
Please note that this facility proposes to discharge into a Class C, HQW water, The RRO will not:ly the
Wetlands&StormWater Branch in order to ensure proper permining,

JUN-25-2009 THU 07:34 PN DENR RRO FAX NO. 19195714718 P. 06/06_
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF AIR QUALITY
r
Frojeot/Numeer Lwh PAAflKhb
I^. I!y County:
ewoue Date for Comments Back to Lan C pual{ty Section:
will the operation, as propcsed, violate s;ercares of air quaiity?�,_
Ccmments:
YES NO
Air permit required I /
Air ^.ermit existing ./ `(Permit
OthP,(Comments: ` � G-/���e<^'�' in
Reviewed hyr n ! /" Date: 41
Print Name: line /ter���cA'rrn,
agnecs Cammi CYc Re...ewer.

�e
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Beverly Eaves Perdue Thomas A. Reeder Dee Freeman
Governor Director Secretary
June 22,2009
MEMORANDUM
TO: Ms. Judy Wehner RECEIVED
Land Quality Section
'JUN 2,5 2009
FROM: John Barr
Ground Wa er Management Section LAND QUALITY
Division of Water Resources MINING PROGRAM
SUBJECT. Comments on the Mining Permit Application Request for:
BA Branch Properties ITC
Goldston Quarry
Chatham County
Please find attached a copy of the mining permit application request for the above referenced project.
The Goldston Quarry located in Chatham County does not appear to have an unduly adverse effect on ground
water supplies. However, according to the provided maps there are residential structures within 500' of the
permit boundary and no well locations were provided. If this area is supplied by a public water system then
DWR has no further issue. The mine will need to register their water withdrawals since their withdrawals are
over 100,000 gpd. The registration form may be obtained from the www.ncwater.or�', website.
Facilities not in the fifteen county Central Coastal Plain Capacity Use Area are required to register their water
withdrawals in accordance with the North Carolina General Statute G.S. 143-215.2214. This statue requires any
non-agricultural water user who withdraws 100,000 gallons or more in any one day of ground water or surface
water to register and update withdrawals. This statue also requires transfers of 100,000 gallons or more in any
one day of surface water from one river basin to another river basin to register and update their water transfers,
Water withdrawal registrants must complete the annual water use reporting form by April l for the previous
year.
If you have further questions please contact the Division of Water Resources at [phone] or send
correspondence to 1611 Mail Service Center, Raleigh NC 27699-161 1.
1611 Mall Service Center,Raleigh,North Carolina 27699-1611 One
Phone:[phone] FAX:[phone] lnternet:www.ncwaler.org North rC,yarroll ina
An Final Onnoilijr%fv 1 AfSrrnalive Action Fm Inver-5A%RKvrJed 1 10%Poss Consw nef Pacer lVat�i i l a ✓il

7 jq LA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist June 2, 2009 Dee Freeman, Secretary
MEMORANDUM
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Application for BA Branch Properties LLC
Goldsboro Quarry
Chatham County
OX Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please,find attached for your review a copy of the mining permit application request
for the above referenced project.
Please review this information and advise as to the probability of this operation
having unduly adverse effect on June 26, 2009 so that we may complete our review of
this request within our statutory time limits.
Any comments your agency can provide regarding potential effects on potable
groundwater supplies and groundwater quality will be appreciated. We would like to have
any recommendations you may provide for permit conditions, for reasonable protection of
groundwater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that they contact
the person submitting this request to set up a convenient date and time. Also, please
send a copy of your comments to the person noted in the application.
PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR
REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy
Wenner [phone] if you have any questions.
Ibmh
Attachments tjUtU 2 V09
cc: Mr. John Holley WMWI OF sot
S
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 I FAX; 919-715-8801
512 North Salisbury Street, Raleigh, North Carolina, 27604

FAX CO` E ^ NC Wildlife Resources Commission
VK Habitat Conservation Program
P. O. Box 129
Sedalia, NC 27342-0129
Date 06/25/09
Number of pages inducing cover sheet 3
To: Brenda M. Harris From: Shari Bryant
Phone [phone] Phone 33"9-7625
fax Phone [phone] Fax Phone [phone]
CC
REMARKS:
❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment
Goldston Mine, Chatham County
I 'd SZ9L '646 ' 9EE pueFja 1je4s dsczao 6o SZ Inc

i
r
North Carolina Wildlife Resources Commission r�
Gordon Myers, Executive Director
MEMORANDUM
TO: Brenda M. Harris,Mining Program Secretary
Land Quality Section
FROM: Shari L. Bryam,Piedmont Region Coordinator
Habitat Conservation Program
DATE: 25 June 2009
SUBJECT: Mining Permit Application for B.A. Branch Properties, LLC,Guldston Quarry,Chatham
County,North Carolina
Biologists with the North Carolina Wildlife Resources Commission have reviewed the subject
Permit application and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Mining Act of 1971 (as amended, 1982)(G.S.74-76 through 74-65 15
NCAC 5}
B.A. Branch Properties, LLC is requesting a new permit for mining crushed stone. The total area
is 178.8 acres. The applicant indicates storrnwater and groundwater will he discharged from the site, and
a minimum 50-foot unexcavated buffer will be maintained between land disturbing activities and natural
watercourses and wetlands. Reclamation includes leaving the mined area as a lake and grading and
seeding all disturbed areas.
Cedar Creek and its tributaries flow through the site. Cedar Creek is a tributary to Deep River in
the Cape Fear River basin. There are records for the federal and state endangered Cape Fear shiner
(Notropis mekismcholas)and the federal species of concern and state endangered yellow lampmussel
(Lampsilis cariosa)in Deep River.
We offer the following recommendations to reduce impacts to aquatic and terrestrial wildlife
resources.
1. Maintain a minimum 100-foot undisturbed native,forested buffer along perennial streams, and a
minimum 50-foot buffer along intermittent streams and wetlands. Maintaining undisturbed,
forested buffers along these areas will reduce impacts to aquatic and terrestrial wildlife resources,
water quality,and aquatic habitat both within and downstream of the project area. In addition,
these buffers will provide an adequate travel corridor for wildlife species. Whereas, a grassed
buffer,particularly fescue, is a vegetated buffer but will not provide the necessary and highly
valuable functions as discussed for forested buffers. We request that sediment and erosion
control measures be located outside of these buffers.
Mailing Address: Division of Inland Fisheries a 1721 Mail Service Center • Raleigh,NC 27699-1721
Telephone: [phone] • Fax: [phone]
Z ' d SZ9L '6" asee ]ueRj6 FJey9 dsc :z!o 6n SZ unr

Page 2
25 June 2009
Goldston Quarry
2. Water discharges from the project site should be proportional to the size of the receiving stream,
and all discharges should comply with NPDES permit requirements. In particular,turbidity of the
discharge should be maintained at or below the permit requirement. High water discharge rates
and turbidity can negatively impact aquatic and fisheries resources within and downstream of the
project area. Excessive silt and sediment loads can have numerous detrimental effects on aquatic
resources including destruction of spawning habitat,suffocation of eggs,and clogging of gills of
aquatic species.
3. We encourage the applicant to consider using seed mixtures that are beneficial to wildlife in their
reclamation plan,such as native, warm season grasses. An exact seeding mixture would need to
take into account soil types, moisture, pH, and degree of slope of areas to be stabilized.
Additionally, for relatively shallow sediment basin reclamation,we recommend these areas be
reclaimed as wetlands where practicable. We refer the applicant to George Strader, District
Wildlife Biologist at(919)471-1743 for additional information and ideas on reclamation for
wildlife.
Thank you for the opportunity to review and comment on this permit application. if you need
additional information,please contact our office at(336)449-7625.
cc: Bobby A. Branch,B.A. Branch Properties, LLC
cc: Mark Bowers,USPWS
6 -Cl SZSL '6 b '9EE queRja ijey5 ds6 :2o Go SZ une

MINING CHECKLI5T FOR ROUTING
Applicant's Name: SA Rn,ayd)PAAI&Vma l Project Name: %u0i4nl,f9/r. "P
ApplicJPermitNo.: -A.2Goum;y: L /I[ltfllav J Date Received: Inail,o
Reviewer. l ,Y I UAA. River Basin Name: ('ifiwit. J"A
/ I
GY,New ❑Renewal ❑ Modification (inside permit boundaries)
❑Modification (outside permit boundaries) ❑Transfer ❑Release
❑Partial Release ❑Additional Information 0 Fee Needed: $
f €ee Received: $ Fnn4oi
Plwsr :;I etrtire application package to:
Il/(-M�li iii Regional Office (2 complete copies;attach the me"L-QS1P.cgional
Office Mining A�lication Review Checklist"to one copy and attach hath the DWQ 4 DAQ�_
"Mining Application Review Form"to the other copy; send both.copies to the c`nglneer) I
Date: Rented Cv I a �c1Rec'd
ZIDivision of Water Resources Date: Routed Reed
giJC Wildlife Resources Commission Date: Routed 1 Reed
iD 5 Fish &Wildlife Service Date•. Routed %4/ Reed
(Only new applications and modification requests that add land to the permlt)
Please route first 3 pap s of h . application and an^location maps to:
Division of Parks & Recreation Date Routed
9,NC Geological Survey 5ection Date: Routed lam% Reed
n (Oniy new applications and modification requests that add land to zh permit)
"Msionof Archives & History Date: Routed 6 )ak4 Reed
(Only new applications) I
❑Other. Date: Routed Rec'd
C�,, , a(, 1009
"suspense Date for Comments: (no later than t5 days
from receipt)
Spas �� 3oay
❑Please note the following: ` pp
�fn n, ilhre 1
A I,. ,( i JIJ-4

AT
jA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist June 2, 2009 Dee Freeman, Secretary
MEMORANDUM
TO: Mr. Shari Bryant
Habitat Conservation Program Coordinator
Wildlife Resources Commission
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Application for BA Branch Properties LLC
Goldsboro Quarry
Chatham County
Please find attached for your review a copy of the mining permit application request
for the above referenced project.
Please review this information and advise as to the probability of this operation
having unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)). Please
respond by June 26, 2009 so that we may complete our review of this request within our
statutory time limits.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on wildlife and
freshwater fisheries would be greatly appreciated. If your staff wishes to perform a site
inspection, it is recommended that they contact the person submitting this request to set
up a convenient date and time. Also, please send a copy of your comments to the person
noted in the application. RETURN ALL APPLICATION MATERIALS AND MAPS WITH
YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy
Wehner [phone] if you have any questions.
/bmh
Attachments
cc: Mr. John Holley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 I FAX: [phone]
512 North Salisbury Street, Raleigh,North Carolina, 27604

ATjzA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue,Govemor
Director and State Geologist June 2, 2009 Dee Freeman, Secretary
MEMORANDUM
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Application for BA Branch Properties LLC
Goldsboro Quarry
Chatham County
® Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit application request
for the above referenced project.
Please review this information and advise as to the probability of this operation
having unduly adverse effect on June 26, 2009 so that we may complete our review of
this request within our statutory time limits.
Any comments your agency can provide regarding potential effects on potable
groundwater supplies and groundwater quality will be appreciated. We would like to have
any recommendations you may provide for permit conditions, for reasonable protection of
groundwater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that they contact
the person submitting this request to set up a convenient date and time. Also, please
send a copy of your comments to the person noted in the application.
PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR
REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy
Wehner [phone] if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina,27604

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue,Governor
Director and State Geologist Dee Freeman, Secretary
June 2, 2009
MEMORANDUM
TO: Mr. Peter M. Benjamin
Application Review Coordinator
U.S. Fish and Wildlife Service
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Application for BA Branch Properties LLC
Goldsboro Quarry
Chatham County
Please find attached for your review a copy of the mining permit application request
for the above referenced project.
Please review this information and advise as to the probability of this operation
having unduly June 26, 2009 so that we may complete our review of this request within
our statutory time limits.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on wildlife and
freshwater fisheries would be greatly appreciated. If your staff wishes to perform a site
inspection, it is recommended that they contact the person submitting this request to set
up a convenient date and time. Also, please send a copy of your comments to the person
noted in the application. PLEASE RETURN ALL APPLICATION MATERIALS AND
MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy
Wehner [phone] if you have any questions
Ibmh
cc: Mr. John Holley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 / FAX: [phone]
512 Noon Salisbury Street,Raleigh, North Carolina,27604

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist June 2, 2009 Dee Freeman, Secretary
MEMORANDUM
TO: Mr. Lewis Ledford, Director
Division of Parks and Recreation
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Application for BA Branch Properties LLC
Goldsboro Quarry
Chatham County
Please find attached for your review a copy of the mining permit application request
for the above referenced project.
Please review this information and advise as to the probability of this operation
having unduly June 26, 2009 so that we may complete our review of this request within
our statutory time limits.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on publicly owned
parks, forests or recreation areas would be greatly appreciated. If your staff wishes to
perform a site inspection, it is recommended that they contact the person submitting this
request to set up a convenient date and time. Also, please send a copy of your comments
to the person noted in the application. RETURN ALL APPLICATION MATERIALS AND
MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy
Wehner [phone] if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 I FAX: [phone]
512 North Salisbury Street,Raleigh, North Carolina, 27604

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P:G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
June 2, 2009
MEMORANDUM
TO: Ms. Renee Gledhill-Earley
Application Review Coordinator_
Archives & History
FROM: Brenda M. Harris
z�Z�D�
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Application for BA Branch Properties LLC
Goldsboro Quarry
Chatham County
Please find attached for your review a copy of the mining permit application request
for the above referenced project.
Please find attached for your review a copy of the mining permit application request
for the above referenced project.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on significant
archeological resources and/or human skeletal remains would be greatly appreciated. If
your staff wishes to perform a site inspection, it is recommended that they contact the
person submitting this request to set up a convenient date and time. Also, please send a
copy of your comments to the person noted in the application.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy
Wehner [phone] if you have any questions.
/bmh
Attachments
cc: Mr. John Holley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 /FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

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BA BRANCH PROPERTIES LLC
402 FORESTWOOD PARK RD.
SANFORD, NC 273M
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NORTH CAROLINA
MINING PERMIT APPLICATION
R &VFr ,D
JUN 011009
State of North Carolina � .uH rrspcn°^
Department of Environment
and Natural Resources
Division of Land Resources
Land Quality Section
Gold S—ho Q.t0.v r/
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
Revised'. January 30, 2008

APPLICATION FOR A MININARMIT •
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
I. Name of Mine Goldston Ouarry County Chatham
River Basin Cape Fear
Latitude (decimal degrees to four places) 35.3026
Longitude (decimal degrees to four places) 49.5810
2. Name of Applicant* B. A. Branch Properties, LLC
3. Permanent address for receipt of official mail** 402 Forestwood Rd.
Sanford NC 27330
Telephone ( 919 ) 708-8465 Alternate No. f 1
4. Mine Office Address
Telephone ( )
5. Mine Manager
We hereby certify that all details contained in this Permit Application are true and correct to the hest of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
***Signature ��/ Date SIDI. Q-
Print Name \\
Title��e,S F'�¢
* 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 grantor 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 roust be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.

APPLICATION FOR A MININGPERMIT
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:
X 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): 178.8
Of this acreage, how much is owned and how much is ]eased? Acres owned: 178.8
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.:
Total permitted acreage (this is the acreage that the "renewal" fee will be based upon):
❑ 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 F. 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).
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 modification"
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 for 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 ACTION(S) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: crushed stone
3. Mining method:
H
Hydraulic Dredge X Front-end Loader & Truck ❑ Shovel & Truck
Dragline & Truck ❑ Self-loading Scraper
Other (explain):
4. a. Expected maximum depth of mine (feet) 300
Depth is relative to what benchmark? (e.g., natural ground Ievel, mean sea level, road elevation, etc.)
natural ground level
b. Expected average depth of mine (feet) 270
-2 -

APPLICATION FOR A MININ*RMiT
5. Has any area(s) at this site been mined in the past? Yes ❑ No X
If yes, when and by whom was this activity conducted?
6. Number of years for which the permit is requested (10 years maximum): 10
B. MAPS
1. Clearly mark and label the location of your mining operation on six (6) 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
maps, 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, 5`" Floor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
www.geoIogy.enr.state.nc.usl
County highway maps may be obtained from the N.C. Department of Transportation:
North Carolina Department of Transportation—Geographic Information Systems (GIS)
Mailing Address: Physical Address:
NCDOT GIS Unit NCDOT GIS Unit
1587 Mail Service Center 3401 Carl Sandburg Court
Raleigh, North Carolina 27699-1587 Raleigh, North Carolina 27610
[phone]
www.ncdot.orb;/it/yisContact/default.html
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, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum 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 f7oodplain 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 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.
-3 -

APPLICATION FOR A MININ(WRMIT
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 perrrnit boundary, must
be provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or
less and is not designated as an Interstate Highway.
q. 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
8. 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 1 inch = 100 feet
200+ Acres 1 inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
-4 -

APPLICATION FOR A MIN* PERMIT e
A tabielchart must be provided on the mine map 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 following will be acceptable:
CATEGORY AFFECTED ACREAGE
Tailings/Sediment Ponds 2
Stockpiles
Wastepiles 10
Processing Area/Haul Roads 16
Mine Excavation 35
Other (1?xplain)
Total Disturbed Acreage 63
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 QUESTIONS/STATEMENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS.
- 5 -

APPLICATION FOR A MIN01. PERMIT
C. PROTECTION OF NATURAL RESOURCES
1. Describe in detail the sequence of events for the development and operation of the mine and reference
the sequence to the mine map(5). Attach additional sheets as needed.
This site was previously used as a borrow pit for highway construction material. Therefore, most of the
sediment and erosion control structures are already in place. These structures will be re-established before
any site development occurs. Mining will begin in the "Initial Mining Area" shown on the site map. Soil and
stone from this area will be used to construct the haul road, plant site, settling ponds, visual barrier berm,
and other necessary site structures. After establishment of the initial mining area, mining will continue to
the north and west.
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 and erosion control for mine
excavation(s), waste piles, access/mine 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 measures on the mine maps) and provide typical cross-sections/construction details of each
measure. hngineering designs and calculations are required to justify the adequacy of any proposed
measures.
This site was previously used as a borrow pit for highway construction material. Therefore, most of the
sediment and erosion control structures are already in place. These structures will be re-established before
any further site development occurs. See "Sediment and Erosion Control Plan" for specific plans. All runoff
from the initial mining area will initially be directed into basin 1. After the pit is developed, all runoff and
groundwater will be retained within the pit and discharged into basin 1 by pumping. All runoff from any
other disturbed areas is controlled by basins and diversions shown on the "Sediment and Erosion Control
Plan".
3. a. Will the operation involve washing the material mined, recycling process water, or other waste water
handling? Yes X No ❑. If yes, briefly describe all such processes including any chemicals to be used.
Crushed stone will be washed in the processing plant. All wash water will be retained in a "closed loop"
system using the two settling ponds shown on the site plan. There will be no discharge of this water. No
chemicals will be used in this process.
b. Will the operation involve dischar ,ing fresh or waste water from the mine or plant as a point discharge
to the waters of the State? Yes X No ❑. If yes, briefly describe the nature of the discharge and locale
all proposed discharge points (along with their method of stabilization) on your mine map(s).
Stormwater and groundwater will be retained within the mining area and discharged by pumping into basin
1 as necessary.
- 6 -

APPLICATION FOR A MIN* PERMIT e
c. Will any part of the proposed mine excavation(s) extend below the water table? Yes X No ❑.
If yes, do you intend to dewater the excavation(s)? Yes X No El.
f yes, what impact, if any, will mine dewatering have on neighboring wells? Estimated withdrawal rate
in gallons per day:200,000 max _.. Locate all existing wells on the mine maps) that lie within 500 feet
of the proposed e�vcavalion 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.
Mine dewatering will have no impact on neighboring wells due to the nature of the rock formation and the
distance to neighboring wells. Mine locale is not served by public water.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or obtained
the appropriate water duality permit(s) (i.e., non-discharge, NI'DES, Stornnvatcr, etc.) from the Division
of Water Quality, Water Quality Section. hi 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.
Application will be made with the Division of Water Quality for NPDES General Permit NCG0200.
4. a. Will the operation involve crushing or any other air contaminant emissions? Yes X 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.
Application will be made with the Division of Air Quality for a permit once the crushing plant is designed.
b. How will dust from stockpiles, haul roads, etc., be controlled?
Periodic spray-down with water as necessary.
- 7 -

APPLICATION FOR A MIN* PERMIT •
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.
How wide a buffer will be maintained between any mining activity and any mining permit boundary
or right-of-way at this site? A minimum buffer of 25 feet is recommended, although a wider buffer
may be needed depending on site conditions. Show all herffer locations and ►>>idihs on the mine
rnap(S).
A 50 foot undisturbed buffer will be maintained between any mining activity and any mining permit
boundary. In addition, a 50 foor unexcavated buffer will be established between the undisturbed buffer and
any excavation. Berms and access roads may be located within the unexcavated buffer.
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
the mining permit boundaries and any natural watercourses and wetlands at this site? Show crll ht ffer
localions and widths on the mine map(5).
As shown on the site pan, a 50 foot unexcavated buffer will be maintained between any natural watercourse
and wetlands.
6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizontal to i vertical slopes or flatter for clayey material and
minimum 3 horizontal to 1 vertical slopes or flatter for sandy material are generally required, unless
technical justification can be provided to allow steeper slopes.
A minimum of 2:1 slope will be established on any unconsolidated material adjacent to adjoining permit
boundaries.
- 8 -

APPLICATION FOR A MINA. PERMIT •
b. Provide a Goss-seclion on the mine rnap(s)for all fill slopes (berms, wasle'pile's, overburden disposal
areas, e'tc.), clearly indicating the intended side slope gradient, inslallalion of any benches and/or
slope drains (with supporling design info!'mation) if needed, and the method offinal stabilizalion.
c. In excavation(s) of unconsolidated (non-rock) materials, specify the angle of all cut slopes including
specifications for benching and sloping. Cross-se clions for all earl slopes must be pr'oWded on the
mine map(s).
A minimum of 2:1 slope will be established on final location of any unconsolidated material.
d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide cross-sections
of the mine excavalion clearly noting the angles of the cut .slopes, iwidlhs of all safely benches and
mine benches, and the expected maximum depth of the excavalion.
Benches will be 30 feet in height, 15 feet in width, with a cut slope of 0.25:1
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
structures on the mine map Iflhe),are i0thin 300 fret of any proposed excavalion.
A visual barrier berm will be established along the western side of the mining area. Otherwise, the remote
location of the mine as well as natural topography and vegetation will prevent physical hazard to neighboring
properties.
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. A construction detail/cross-section and location of each
type afbarricade to he used must he indicated on the mine map(s).
The vegetated berm will prevent inadvertent public access to the mining area.
-9-

APPLICATION FOR A MINW PERMIT
9. Are acid producing minerals or soils present'? Yes ❑ No X.
If yes, how will acid water pollution from the excavation; stockpiles and waste areas be controlled?
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. Shoiv the locution of all visual,screening on the mine map(5) and provide cross-.sections
through all proposed berms or proposed spacing, sizes and sI)ecies for tree plantings.
Existing natural vegetation and topography will screen the operation from public view. In addition, a visual
barrier berm will be established along the north and west side of the mining area.
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?
No
11. Will explosives be used? Yes X No ❑.
If 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 vibrations.
Depending oil 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). Locate the nelil'e,5't Off 5'ite occul)ied
structure(.5) to the proposed exeavation(.5) on the mine mal)and indicate its approximate distance to the
proposed excavation.
ANFO, or ANFO-like products will be used. A non-electric ignition system will be used in a timed blasting
sequence to limit ground vibration and air blast.
12. Will fuel tanks, solvents, or other chemical reagents be stored on-site? Yes X No ❑.
If yes, describe these materials, hoii, they ii,ill he .stored and method of containment in case of.spill. Indicate
the location(5) of all storage facilities on the mine map(5).
Secondary containment will be maintained in these storage facilities as specified in Best Management
Practices.
- 10 -

APPLICATION FOR A MIN _ PERMIT
1). 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. ['his 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
information must he illustrated on a reclamation map and must correspond directly with the information
provided on the mine map(s). In addition, design information, including typical cross-sections, of any
permanent channels to he constructed as part of the reclamation plan and the location(s) of rill permanent
channels must be indicated on the reclamation Wrap.
The mining area will be left as a lake. All overburden slopes will be graded to a 2:1 slope or flatter and
seeded according to schedule. Settling ponds will be removed. All disturbed areas will be graded and seeded
to prevent any site erosion. Sediment and erosion control structures will remain.
2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes X No ❑.
If yes, illustrate the location of the body(a) of hater on the reclamation map and provide a.scaled
cross-sections) through the proposed body(.$) of hater. 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 X.
If yes, specify species.
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 of all permanent
barricades must be shown on the reclamation map.
Barbed-wire fence will he established around the perimeter of the mining area.
- ll -

APPLICATION FOR A MINN; PERMIT
4. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on-site mine waste
areas, including specifications for benching and sloping. Final cross-sections and locations for such
areas must be provided on the reclamation map.
Any such areas will he graded to a 2:1 slope or flatter and seeded according to schedule.
5. a. Describe reclamation of processing facilities, stockpile areas, and on-site roadways.
The plant and stockpile area will scarified and seeded according to schedule. Roadways will remain to allow
site access.
b. Will any on-site roadways be left as part of the reclamation? Yes X No ❑.
kyes, identify such roadways on the reclamation map and provide details on permanent road and ditch
line stabilisation.
Access road will remain to allow site access.
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 f,,encrated waste shall be disposed of on the mine site without nrior written approval
from 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 be clearly delineated on the mine maps) and
reclamation map, along li,ilh a list of items to be disposed in said areas.
Any such material will be collected and periodically removed from site for proper disposal.
- 12 -

APPLICATION FOR A MINV: PERMIT
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 most include general seeding
instructions for both permanent and temporary revegetation. Revcgelation 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;
c. Private consulting foresters referred by the Division of Forest Resources, Department of
Environment and Natural Resources;
f. N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
In. Others as may be approved by the Department.
LIME - RATE OF APPLICATION (tons/acre): according to soil tests, or 2 tons/ac
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre):
According to soil tests, or 1,000 lbs. per acre 10-10-10
SEED - TYPE(S) AND RATE(S) OF APPLICA-f10N INCLUDING VEAR-ROUND SEEDING
SCHEDULE (pounds/acre): [NOTE: Include Legumes]
Seed Types: Seeding Dates: Seeding Rates:
See seeding schedule on site plan
MULCH - TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF ANCI IORING:
4,000 lbs. / acre grain straw, anchor with asphalt, roving, or netting
OTHER VEGETATIVE COVERS —TYPE (S) AND RATE (S) OF APPLICATION INCLUDING
SEEDING SCI-IEDULE (poundslacre, trees/acre, spacing of trees/shrubs, etc):
Revegetalion an r reforestati n plan approved by:
Signal ure � Date S -20-0r/
Print Name J/}/iQfi-i T/aE11_
Title
Agency F�sr�-x�a�r+aPccfrf�le � c7y✓�cr5
13 -

APPLICATION FOR A MIN* PERMIT •
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The following bond colculation worksheet is to he used to establish an appropriate bond(based upon a range
(if$500 to $5,000 per affecled acre)for each permined mine site based upon the acreage approved by the
Deparlment to be q(fected during the life of the mining permit, please insert Use aporaximafe acreage, for each
aspect oflhe mining otteralion. that you intend to affect during the life of this mining permit fin addition please
insert the appropriate reclamation eosUacre for each cotegory from the Schedule of Reclamation Coils
provided with this opplicalion farm) OR von can defer to the Denarlment to calculate your bond for you based
upon tour maps and standard reclamation costs:
AFFECTED RECLAMATION RECLAMATION
CATEGORY ACREAGE COST/ACRE* COST
Tailings/Sediment Ponds: 2 Ac. X $ 1.500 /Ac. _ $ 3,000
Stockpiles: Ac. X $ /Ac. _ $
Wastepiles: 10 At X $ 2,000 /Ac. _ $ 20.000
Processing Area/Haul Roads: 16 Ac. X $ 2,000 /Ac. _ $ 32,000
Mine Excavation: 35 Ac. X $ 500 /Ac. _ $ 17,500
Other: Ac. X $ /Ac. _ $
TOTAL AFFECTED AC.: 63 Ac.
(TOTAL PERMITTED AC.: 178.8 Ac.)
Temporary& Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will
be needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands.
a) Internal Drainage 35 Ac.
b) Positive Drainage 28 Ac. X $1,500.00 = $ 42,000
SUBTOTAL COST: $ 1141500
Inflation Factor:
0.02 X SUBTOTAL COST: $ 2,290 X Permit Life (I to 10 years): 10
INFLATION COST: $ 22,900
TOTAL COST = SUBTOTAL COST + INFLATION COST = $ 137,400
Total Reclamation Bond Cost: S. 137,400
(round down to the nearest Sl00.110)
14 -

APPLICATION FOR A MIND: PERMIT •
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered mail,
return receipt requested, to:
(1) the chief administrative officer of each county and municipality in which any part of the permitted
area is located as indicated on the mine map(s);
(2) all 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 the lessor
of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) all 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, all owners of record
of tracts adjoining these tracts must be notified (that arc within 1,000 feet of the mining permit
boundary) as indicated on the mine map(s). "Highway" means a road that has four lanes of travel
or less and is not designated as an Interstate Highway.
The only exception to the above method of giving notice is if another means of notice is approved in advance
by the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and locations of all owners of
record of lands adjoining said boundaries must be clearly denoted on the tax map),
The "Affidavit of Notification" attached to this application must be completed, notarized and submitted to the
Department, with the remainder of the completed application form, before the application will be considered
complete.
NOTES
THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING PERMITS
AND ALL MODIFICATIONS OF A MINING PERMIT TO ADD LAND TO THE PERMITTED AREA,
AS REQUIRED BV NCGS 74-50(bl).
SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF
NOTIFICATION"
- 15 -

NOTICE
Pursuant to provisions G.S. 74-50(bI) of The Mining Act of 1971, Notice is hereby given that
B. A. Branch Properties. LLC has applied on _ _ May 21. 2009
(Applicant Name) (Date)
to the Land Quality Section, Division of Land Resources, North Carolina Department of Environment
and Natural Resources, 1612 Mail Service Center, Raleigh, North Carolina 27699-1612, for (check one):
X a new surface mining permit,
❑ a modification of an existing surface mining permit to add land to the permitted area; or
❑ a modification of an existing surface mining permit to add land to the permitted area with no disturbance
in the area proposed. Please note that future modification(s) may be submitted by the applicant to
allow disturbance within this area without re-notification of adjoining landowners.
The applicant proposes to mine crushed stone on 178.8 acres located 2
(Mineral, Ore) (Number) (Miles)
southeast of Goldston. NC off/near road US 421
(Direction) (Nearest Town) (Number/Name)
in Chatham County.
*SEE ATTACHED MAP FOR PROPOSED PERMIT BOUNDARIES AND CORRESPONDING
ADJOINING LANDOWNER NAMES AND LOCATIONS*
In accordance with G.S. 74-50(bl), the mine operator is required to make a reasonable effort, satisfactory to the
Department, to notify all 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 the lessor of the mine tract,
all owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary). In addition, the mine operator must also notify the chief administrative officer of the county or
municipality in which any part of the permitted area is located. Any person may file written comment(s) to the
Department at the above address within thirty (30) days of the issuance of this Notice or the filing of the application
for a permit, whichever is later. Should the Department determine that a significant public interest exists relative
to G.S. 74-51, a public hearing will be held within 60 days of the end of the 30-day comment period specified above.
A copy of the permit application materials is on file and available for public review during normal business
hours at the above listed address as well as at the appropriate regional office. For information rellardiny, the
specifics of the proposed mining activity, please contact the applicant at the following telephone number:
(919)7{}$-$465 For information on the mining permit application review process, please
contact the Mining Program staff at [phone]. Please note that the Department will consider any relevant
written comments/documentation within the provisions of the Mining Act of 1971 throughout the application
review process until a Final decision is made on the application.
Bobby Branch
B. A. Branch Properties, LLC
(Addressee/Owner of Record's (Name of Applicant: Include Contact Person
Name and Address) & Company Name, if Applicable)
May 21, 2009 _ _ 402 Forestwood Rd., Sanford, NC 27330
(Date of Issuance of this Notice/ (Address of Applicant)
Mailed to Addressee/Owner of Record)
- 16 -

APPLICATION FOR A MINIX PERMIT •
AFFIDAVIT OF NOTIFICATION
1, Bobby Branch , an applicant, or an agent, or employee of an applicant, for a new
Mining Permit, or a modification of an existing Mining Permit to add land to the permitted area, from the N.C.
Department of Environment and Natural Resources,being first duly sworn,do hereby attest that the following are all
known owners of record,both public and private, of all tracts of land that are adjoining the mining permit boundary
(including,where an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract,
all owners of record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary)and
that notice of the pending application has been caused to be mailed, by certified or registered mail,return receipt
requested, to said owners of record at their addresses shown below, such notice being given on a form provided by
the Department:
(Adjoining Landowner Name) (Address)
see attached nape
(Attach additional list if necessary)
I do also attest that the following individual is the chief administrative officer ofthe county or municipality in which
any part of the Permitted area is located and that notice of the pending application has been caused to be mailed, by
certified or registered mail, return receipt requested, to said office at the following address:
(Chief Administrative Officer Name) (Address)
[i.e.: City Manager, County Manager,Mayor,etc.]
Charlie Home, County Manager PO Box 1809 Pittsbom,NC 27312
The above attestation was made by me while under oath to provide proof satisfactory to the Department that a
reasonable effort has been made to notify all known owners of record, both public and private,of all tracts of land
that are adjoining the mining permit boundary (including, where an adjoining tract is owned or leased by the
applicant or is owned by the lessor of the mine tract, all owners of record of tracts adjoining these tracts, that are
within 1,000 feet of the mining permit boundary)and the chief administrative officer of the county or municipality in
which any part of the permitted area is located in compliance with N.C.G.S.74-50(bl)and 15A NCAC 513.0004(d).
I understand that it is the responsibility of the applicant to retain the receipts of mailing showing that the above
notices were caused to be mailed and to provide them to the Department upon request.
Signasiti& of Applicant or Agent I Oate
If person executing Affidavit is an agent or employee of an applicant, provide the following information:
Name of applicant: Bobby Branch, B. A. Branch Properties, LLC
Title of p rson ex ldavit President
I No Public of the unTy of
State of North Carolina,do hereby certify that
appeared before me this day and under oath acknowledged th he above Affidavit was made byphim/her.
Witness my and not 'a s is _ day of 20� I ,/
Notary: 0 � �'&7 my Commissi nexpires:
- 17-

i
Goldston Quarry, Chatham Count),
Adjoining Property Owners
Ferry M. Barber, Jr. 110 Box 536 Goldston, NC 27252
Ciro Maya Maya 1 108 Noah Rd. Graham, NC 27253
James E. Robertson 1800 Mt. Gilead Church Rd. 1)ittsboro, NC 27312
Gilda Harris 1769 Sycamore St. NW Washington, DC 20012
Annabelle M. Fearington 812 Yosemite Cir. Durham, NC 27713
Patricia 'Thomas 812 Yosemite Cir. Durham, NC 27713
Jessie Willett 2838 S. 2"d Ave. ext Siler City, NC 27344
Tarhecl Land & "Timber, Inc. 110 Box 33 Moncure, NC 27559
Ralph Scales 260 Honey Rd. Carthage, NC 28327
Billy Elkins PO Box 266 Goldston, NC 27252
Edward & Sherlene Brooks 2614 St. Luke Church Rd. Goldston, NC 27252
Thomas & Mary Wombel 2724 St. Luke Church Rd. Goldston, NC 27252
James Williams Heirs 2684 St. Luke Church Rd. Goldston, NC 27252
Gloria 0. Williams PO Box 158 Goldston, NC 27252
.lames Pringle Andrew Estate 117 W. Raleigh St. Siler City, NC 27344
Samuel Lcc Jackson PO Box 27 Goldston, NC 27252
Joseph Kremblas PO Box 125 Goldston, NC 27252
John T. Wilkie, Jr. 1818 Lawson Ln. Amarillo, 'TX 79106
Cayce & Ruth Hilliard 85 Rosemary St. Goldston, NC 27252
County Manager:
Charlie Horne PO Box 1809 11ittsboro, NC 2 73 12

NOTICE
Pursuant to provisions G.S. 74-50(bl) of The Mining Act of 1971, Notice is hereby given that
B. A. Branch Properties, LLC has applied on ^_Mail 2009
(Applicant Name) (Date)
to the Land Quality Section, Division of Land Resources, North Carolina Department of Environment
and Natural Resources, 1612 Mail Service Center, Raleigh, North Carolina 27699-1612, for (check one):
X a new surface mining permit,
❑ a modification of an existing surface mining permit to add land to the permitted area; or
❑ a modification ofan existing surface mining permit to add land to the permitted area with no disturbance
in the area proposed. Please note that future modification(s) may be submitted by the applicant to
allow disturbance within this area without re-notification of adjoining landowners.
The applicant proposes to mine crushed stone on 178.8 acres located 2
(Mineral, Ore) (NU111ber) (Miles)
Southeast of' Goldston NC off/near road US 421
(Direction) (Nearest Town) (Number/Name)
in Chatham County.
*SEE ATTACHED MAP FOR PROPOSED PERMIT BOUNDARIES AND CORRESPONDING
ADJOINING LANDOWNER NAMES AND LOCATIONS*
In accordance with G.S. 74-50(bI), the nine operator is required to make a reasonable effort, satisfactory to the
Department, to notify all 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 the lessor of the mine tract,
all owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of'the mining permit
boundary). In addition, the mine operator must also notify the chief administrative officer of the county or
municipality in which any part of the permitted area is located. Any person may file written comment(s) to the
Department at the above address within thirty (30) days of the issuance of this Notice or the filing of the application
for a permit, whichever is later. Should the Department determine that a significant public interest exists relative
to G.S. 74-51, a public hearing will be held within 60 days of the end of the 30-day comment period specified above.
A copy of the permit application materials is on file and available for public review during normal business
hours at the above listed address as well as at the appropriate regional office. For information regarding the
specifics of the proposed mining activity, please contact the applicant at the following telephone number:
[phone] . For information on the mining permit application review process, please
contact the Mining Program staff at [phone]. I'lease note that the Department will consider any relevant
written comments/documentation within the provisions of the Mininy, Act of 1971 throu rhout the application
review process until a final decision is made on the application.
Bobby Branch
B. A. Branch Properties, LLC
(Addressee/Owner of'Record's (Name of Applicant: lnchide Contact Person
Name and Address) & Company Name, if Applicable)
Mav 21, 2009 _ _ T 402 Forestw_ood Rd., Sanford, NC 27330
(Date of Issuance of this Notice/~ (Address of'Applicant)
Mailed to Acdressee/Owner of'Record)
16 -

i
OVERBURDEN ,
�
DISPOSAL AREA le, s
\ _ 9
\ -----
MINING om.e • /® N
' A MINE 15,18 AC
PLANT AND STOCKPILES 10 A AC
/ / i VERBUROEN OISPOSPL 10 AC
a �\ 1PIPM AND STOCK PILE sv'.a^.. I NLIN PONN A r �-
o MFA / HAUL ROADS 2.98 AC
OTAL ACREAGE TO
f ! I / r /' y BE WFECTED sz8z AC
01= I i m
T
..,,.. A.. .. .m... „A=.� _ ... 1 OF4

-,� T J3
N
76-1 61e. t. -
6
� t\AV, 200 lta .. .:! TR 2 490J
/I
1` + 02001317 ! lUl'6` / 2W4 60
..�
20.48 P1sHfR t.N s
MERICAN ✓ .i } *>,n �� ARlA �-�'_7 -T . ci• ° J - _ 7.
\xb V„°POST / ,�. F W05.429 .. _ g9260
_/. UNRECORDED SURVEY1
`l,\__�— 'ti -r \INDE%ED QY 9606 UNIT ED MCIA�VG'l1LIN
\ Sy—]00835J ._.l '✓� 3032 \ 3'G4 CHRIST CENTER
/ t
} A653 �r �96.F5 .�`^
O
t T7
2 2t.
95
azs a_
DID1�G r..^a ( 9256 LS'J22r
r\ N
,OVERLAP `CP 32-3
\ 1 93 INDEXEDONS616 j \
CHATHAM COUNTY, NC
0
Properly Map
!g ) o N
One Inch=838 Feet

APPLICATION FOR A MIN* 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 durin � 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 C.S. 74-56.
We lurther gran( to the Department or its appointed representatives the right to make whatever enu-ies on the
land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry
out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S.
74-59.
LANDOWNER: APPLICANT: //
Signature:c�`�� `��C , .�r Signature:*� /7 ,,pp
Print Name: Print Name: /—."
(Title, if applicabl¢) � � /
Company6�Title:/.//'PC /r12ltT
(If applicable)
Address: L\ rl'), Company:a//� /✓ro
Mine Name:`—zN_c��q �a�ocr
'I'elephanc: (� 19 )�C�f j�641a� Telephone: (g15 ) n04k—`641a<--
Date Signed: b Date Signed:
*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 processing fee(see next page for fee schedule) in the form a check
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 slants of the review of this application should be directed to the Mining Program staff at
[phone].
IB

6 7 6 5 4 3 2 1
360 360 UDDER r ,I srlouLOFx zs' s1
S NALf
z
_ - -MIN_ S'
340 + 340 ,i' z CRUSHER r AT
- USHER RUN OR OARS
D STIaUI XOAX USN
UiCPHS
HAUL ROAD SECTION FTH "" GENPSSO ,RMDR 0 D
W
EDuaL RND A P v srvaLE sEeD 4
LEY
FRO ra N s . Is.DD RO srA
IO+CD.
320 - 320 30' WIDE
a - - DETAIL NOT To scaLE.
M � w -
-
00
300 += 300
Er- I'�' IARY_fAILIIFLG-s. POND S_CON�iAPY I'VGS )
mm _ j
w _
280 - - 280 /
-
/ y
- - -- - -- \ -- - --- --
I_^� EXCAJATE- \ CXCAVAtF
J._-..YET LE _. _.. _ _ . . _ __: __ _. - _ -
260 _ _ . _ UFax = 260
-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 16+00 20+00 22+00 TAILINGS POND DETAILS
NTS
PROFILE OF EXISTING HAUL ROAD -
H SCALE: : '=200'
V SCALE. 11-20, a WIN I SILT FENCE
DRAINAGE RUNOFF RAINFALL TOTAL CAPACITY PIPE INV.ELEV INV.ELEV -
LINE STA. LENGTH AREA(A) COEFF.0 CXA TimeConc (1) RUNOFF VOLUME FULL VELOCITY PIPEDIA, SLOPE UP ON HGL-UP 1 -
e) Ec) uniAess (min) (inlhr) (ds) Ids) (ds) I(Os) (in) (A) AI (tt) 0) C
A 2+40 50 10.1 0.2 2.02 5 7.5 15.1 15.1 94.32 8.91 38 2.0 317 318 318.4 nUSST Be ATTIiAST 1,
B 5+90 50 1.0 0.2 0.2 5 7.5 1.5 1.5 37.99 0.72 24 2.0 305.5 304.5 306.6 AD. THEI
C 13+40 50 38.1 0.2 7.62 5 7.5 57.11 57.11 163.37 20.3 36 6.0 283 280 285.4
0 HYDRAULIC ANALYSIS OF EX . CULVERTS STEEL FENCE POST FRONT VIEW
4 VIBE FEHEE SHAY VIRE FENCE,
TIDIER DWRIE,
HRR➢VRpE ELOTN AND HARDWARE
TRENCH
x
CLAM IN RENC
STEEL FENCE NPUSAR21iii1
SET MN E' $0
FILTER OF X9 A IB' 1HiR SOL 0
GRO ND
VRSNE➢ 311ME
3• FILTER FABRIC
ON GROUND
NOTES'
i. REMOVE SEDIMENT WHEN HALF OF STONE SURE) IS OOVEIBED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
BURY WRE FENCE AND HARDWARE tt0T1 BURY 6- OF UPPER EWE OF
FILTER FABRIC IN TRENCH
SECTIDN VIEW
j IN CHANNELS. ROLL OUT STRIPS OF NETTING STANDARD SILT FENCE OUTLET
PARALLEL TO THE DIRECTION OF FLOW AND
AND OVER THE PROTECTIVE MULCH
3d JOIN STRIPS BY ANCHORING
AND OVERLAPPING
B W ANCHOR NETTING IN B
?IIj 6 TRENCH
Im
t -- INSTALLATION OF EROSION CONTROL NETTING AND MATTING 3
� I
oW
a
Ne
450 _ CUT 450
'C UNDISIUR13E0 131)FFI_H - 50' VISUAL BARRIER BERM : p
400 i0 400
-- EXISTING GRADE ' Ili
350
50`-UNDISTURBED-. BUFFER _. CRELI( - _. -..
300 MAX _ 300
r --- PROPOSED GRADE WATER SURFACE ELEVATION UPON RECLAMATION
250 _ --._ HAUL ROAD 250
�-
200 �- 15'.,, BENCH TYP:, _ _. 200
150 ,�u xW,uHCA m"'w»150
100 a� SEAL 9r a e
A 50 'I FLOOR - 50 W ��� �R395A I� A
-. _. . . . . _.. _ . .. PROPOSED PIT FL; REV DATE REVISION w I
0 : 0
4 123.09 DENR
-2+00 -1 +00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS
-- - - '- - - - - 3 9-28,39 LAND QUALITY PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICES, IS INTENDED PROJECT: GOLDSTON QUARRY
ONLY FOR THE SPECIFlC PURPOSE AND CLIENT FOR WHICH IT WAS
w11HOUT WRIITETENE UP AUUTHORIu"To"OPER n AND noLRa7enON BY RWHIS ° PA SMALL B.A. BRANCH PROPERTIES LLC. SANFORD, NC I
NT
2 8-27-09 BUFFER r
MINE EXCAVATION DETAIL BE WnHOUT LUJ ILRY TO RWR. PA,1 7-30-09 OUR COMMENTS ,-�� GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA i
H SCALE: 1 "=100' L(1�1]LLLLLL111 PROJECT #: SHEET NAME: SHEET NUMBER:
V SCALE: 1 ' =100' TAT ENGINEERING � SURVEYING DATE: 4-21 -09 EROSION
PAIIT�TERSOIV P.O. BOX 3008-SANFORD, N.C. 27331.3008-[phone] 101W. MAIN ST.. SUn-E202 DRAW' FR CONTROL & O�
FAX. [phone] GARNER, SIC 27529 DETAILS &
EXPLORATION SERVICES PHONE [phone] CI-IBY: CRP ROAD PROFILE
FAx [phone]
ANSI
8 7 6 5 4 3 2 File name: P:\NCGEO\GOLDSTON\GOLDSTON

8 7 6 5 4 3 2
J1
fjNNABELLE MARSH —
RINGTON
I DB 821 PG 0727 GILDA HARRIS BILLY HUGH ELKINS
LAMBERT / REBECCA L ELKINS
\ DB OSE PG 0358 — — —'— J DBO39IA C MAS107 -- _
I D803PATRIC1 PG 1072 DB 739 PG 1067
PROPERTY LINE/PERMIT BOUNDARY -� ` PROPERTY LINE/PERMIT BOUNDARY
50 UNDISTURBED BUFFER ,—,—,—,—,—,
p
U
ED BUFFER
50 UNDISTURBED BUFFER - � �'—•—• .—.� '�'�'�'�"� '�' ����_ _ �
%
N PSKw ` 1"""""' VISUAL BARRIER BERM ` i
.
OVERBURDEN SLOPE 2:1 ..a — iiiiiii op J
1010, OVERBURDEN 1 ; 7 !I i ` TIMBER
LAND AND
\ \ ' d DISPOSAL AREA ' r l- � DB 1088 PG 793
� �
SITE
top
doo tot
t
\ '! ~ " '� ^ goo j %, I [EDRD H RAIPH WESL S -
{
ZPIT FLOOR 'I ;Ak II j SHERLENE SCALES—EL DB 736 -3
ROOKS DB 563 PG 569
1 - ♦� I� 560 PG PG 250
VICINITY AP NTS \ , MINING 1 ` s - , 1 h . FISHER LANE n
AREA �7i�. ,A CROSSING 36 R/
ECTION THROUGH\ MI E �'�. J
A 0+0 ; / I� MAS WOMBEL
m k6
+aa ws w AL-m
♦(SHEET 5 OF 5) lr� 365 PG 0427. gED '%, % -,DAMES E ROBERT�ON j � -`S WIUJAMS E
70B 1243 PG 0219 r1hS m l \ ' DB tr6l PC QRla,
AC ♦ 1 r IiORIA 0 WILLIAM
\ i �- - 1004 PG 0026
Ao ; o, —p SUFFER `/ SE PRINGLELEGEND
, 5 MI ( � �Y1•�' IS�jRB BUFFERkt< t), `,x \ I 1 � 5,� 00" DREW ESTATE EXISTING CREEK
C./"1 OB 06E PC 0072
,A4O�•�• ♦ ♦ PROPERTY LINE
t',`da\- .,vai y ^ 'yI , -). �^, K Y pop. I" t�F. • '♦, ♦ e.= JACKSONIEE
LEGS TOPO 1 =2000' �w = J Q��� V�O�j�; ♦,� ,♦.� — — — — — — — — — — I DB 513 PG ADJOINING PROPERTIES
\ 0497
7 % - A r — '—�—�—' JOSEPH KREMBLER ZONING LINE
WED s°\ G. - --,-�+� �•,yD%,,•• -- -----/-_ ' DB 1358 PG 0043
PONDLDETAILS SD' UNEXCAVATED BUFFER
ago
TAILINGS'L (SHEET 5 OF 5) / \ EXISTING BUILDING
\ 'X �,/•�• / - MINE PERIMETER
\ ? �ETUNDS G /
00 i f OVERBURDEN DISPOSAL
Q Q •• AREA PERIMETER
\ \ rN om ate ' ` '$y a i 2 C) CATEGORY TOTAL STOCK PILE PERIMETER
MINE 35 . 18 AG BASIN (DIMS. IN CHART SHEET C2) �#
i PLANT AND STOCKPILES 12 . 66 AC DIVERSION DITCH
OVERBURDEN DISPOSAL 8 . 75 AC SILT FENCE ---
PLANT AND STOCK PILE / i d JOHN T WIUCE JR.
!� W DB LF PG 0443 TAILINGS PONDS 2 . 00 AC BUFFER —
CIRO MAYA MAYA 7- �I , AREA A® / 2
VALPQ GUILLERMINA D W- _ ITE DATA
DB 1248 Pc Don m LL! \ f ! J ~ HAUL ROADS 2 . 98 AC 1 . PIN: 9616-07-9402
r / / OWNER: BOBBY BRANCH
-mr -\ • ' � ' i 4 \ TOTAL ACREAGE TO ZDB: 1140UN-PG; 10 AND RA-40
w �1 - 1 i BE AFFECTED 61 . 57 AG CALCULATED DEED ACRES 98.8
g o- 1L C i 0- / SKETCH ACRES NA
z 2. PIN: 9606-95-5658
OWNER: BOBBY BRANCH
NED
DBN199E UN PG 0240
CALCULATED DEED ACRES 70.9
oI � ' ,•'• - SKETCH ACRES NA i
3. PIN: 9616-2-i -3759
'\
I - OFFICE �• - OWNER: BOBBY BRANCH
ZONING: UN-ZONED
!9� % J '_���• � ' DB: 1262 PG: 1053
CALCULATED DEED ACRES 9.479
SCALE ® �.d SKETCH ACRES NA
\ %,f I NOTE:
- �,�„% I i 1 . BOUNDARY INFORMATION FOR TRACTS ARE FROM
i - \ ,,�• � • %do REFERENCES
I , BRANCH PROPERTY% � � DB: 99E PG•; 240
LOT 21 PS: 90 PG: 236
- �Jr���' �•�• I 200 0 200 400 600 LOT 3, PS: 80 PG: 236
FERRY M BARBER JR. _ N o•0 eJF'� BOBBY BR CH PROPERTY
DB 672 PG 0883 I �g % ( ,; , DB: 1 140 G: 109D
�tdOx ''�°i i Scale 1 = 200 RE: 20 PG: 48
/
i = '',�• -, • % DB: 126 PG: 1053
iI• f� . i''•y I PB: 200 PG: 58
_ �./• `• 2. TOPOG APHIC, ZONING, AND FLOOD INFORMATION SHOWN 15
N •�' I FRO CHATHAM COUNTY, NORTH CAROLINA GEOGRAPHIC
A � ,` i INF MATION SYSTEM.r,
_ 1 CAYCE AND RUTH 3. IN IN 1 % ANNUAL CHANCE FLOOD PLAIN
HI IARD 257 PG 0245 ER M 3710960600J FEBRUARY 2, 2007
J� _ _ _ _ _ _ _ I REV DATE REVISION
-- ' T' ' '-'- ' ' ' ' THIS DOCUMENT, TOGETHER WITH THE WNCEPIS AND DESIGNS
— — 50iJDISTURrEb tUI`F�R PROJECT:
- ---- — 3 9-28-09 LAND QUALITY PRESENTED HEREIN, AS AN INSTRUMENT OF SERMR 6 INTENDED GQ STON QUARRY
ONLY FOR THE S OF A PURPOSE AND Cl1ENT FOR HISWHICHD rt WAS
PREPARED. REUSE OF AND IMPROPER RQANCE ON THIS DOCUMENT
PROPERTY LINE/PEf21/IT BOUNDARY 2 8-27-09 BUFFER BE WT WRRIEN UTTORRATON AND AD PATpN B RWK. PA SN LL B.A. BRANCH PROPERTIES LLC. ,SANFORD, INC
RE wlTHouT EIAGIyD' TO HWK PA
1 7.30-09 DUi COMMENTS GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
Juw /�t D d
PROJECT#: SHEET NAME: SHEET NUMBER:
PATTERS ON ENGINEERING ^ SURVEYING DATE: 5-18-09
P.O. BOX 3008-SANFORD, N.C.273313008-[phone] 101 W. MAIN ST.. SUITE 202 DRAWN BY MINE I OF 5
FAX: [phone] GARNER, INC 27529 : FIR
EXPLORATION SERVICES PHONE [phone] CHWDBY: CRP
FAx [phone]
RIP nnmP wwr.GFn\GnlnsTnN\G01nsTnr`

8 1 7 6 5 4 3 2 1
PEAR LL.E MARSH 1 '-
.. t'EARRINGTON� .__lL _- ---
_ - 'QGILDA T RIS - / DB 821 PG 0727 _ LEGEND
- -_ \• BILLY HUGH ELKINS
/ 08.'05E-PG 0358 _ PATRICIA THOMAS REBECCA L ELKINS
• 2,800 If. SILT �.. DB 739 PG 1067
�- FENCE ` DB0391 PG 1072 DIVERSION DITCH �c
(INST; TRAP AS , LINE/PERMIT BOUND" RY
NECESSARY , _,-` ` „
PROPERTY u FER' LINE/PERMIT BOUNDARY
' '50' UNDISTURBED B � _._.-•-'-'•�'�
•r•i-• •� RIP RAP
1 PROPERTY LINE/
F U,R E BUFFER_ ,_
- .50 UNDISTURBED Uf FER , - ��-��`�Y� / ,
• - \ %* N
SILT FENCE AND
Y15 AL ARR .R - 1 ,� ` � ' STORM PIPE
D - - OVERBURDEN-SLOPE' �;1. .'' ,- 000
�'r' / _ • I 1
TREE PROTECTED
♦ 3 - I 1 �� ... . M TIMBER
LAND AND
1 1 DB 1088' PG793 SILT FENCE TRAP
-OVERBURDEN ` , 7 i = - _._._,- I_I G
_ DISPOSAL AREA /
j c D I/
m. ! �!f SKIMMER / ISCHARGE �dZL
�'_.+r r� � .a.. .r •'� � / ( �, a RALPH�� J IE Z SPILLWAY W a
D
PIT FL,QOFt { �� A� ,_ _ . ; 1 VA
EAND OWARHERLENE J. 'S_EL DB 7 6 0
LPG 569 y
' k MINING `, ' ` 0 � � /
® DBB560� FC 25U SEDIMENT BASIN & TRAP SIZING
3 , 1� 2
I AREA 1 :` � . \\ CROSSING ! I 0594 F130•RR E. ) BASIN SA SF LxWXD TYPE ORIFICE SPILLWAY Q
I "A� 1 '.`` , ;' -q 1 29,300 310x90x7 RISER BARREL NONE 50'
DRAINAGE CULVERT D / (z THOMAS OMBEL -D 2 12,800 16Ox8ox2.5 SKIMMER BASIN 2.5 36'
\ of IS \ --5 3-78' CMP / - _� LACY MARRY _ _ � x55x2.5 SKIMMER BASIN 1 .5" 20'
IRTERNAL_ \t ' '� ' : RIPRAP d5D=36" �, ` DB 365 PC 0427 tS 4 5,50E 1 ?Ox50x25 SKIMMER BASIN 1 .5" 15
ALL STORM \ 84'Lx159'Wx72"T I t, , ♦ I�
m. 1 WATER \ i �, -IL1 150x65x2.5 SKIMMER BASIN 2.5 30'
`` o _ - 5 9,75E
JAMES E ROBERAON O CC N GROUND - � 1 ,130 If SILT j �" 10 JAMES WILLIAMS�E - 6 16,200 18Ox9Ox2.5 SKIMMER BASIN 2.5' 50'
DB 1243 PG 0219 �'- �` COLLECTED TO \ '� - FENCE (INST. - h HEIRS 7 19,000 200x95x2.5 SKIMMER BASIN NONE 55'
WATER TO
Z Z BE \ TRAPS AS 1 DS 461 P0'911n. -.
m IN PIT AND /'� NECESSARY) / �o ^•--- ,2150 5035x35 TRAP 8'
m ) DISCHARGED, \; - r- AC ♦ ] ' 1 - I GLORIA 0 WILLEAM
z. l 9 DB 1004 PG 0026 8
INTO BASIN - � Spt�.�, �. -.
, r
'o Pu LNG. / MI t>'ND/.S",tR6 `BUFFER, r IJAMES 11AS NEEDED. .�, , ` p,FS' L PESTATE
' /.�r� •_ I �, �,� - I DB O6E PG QQ72 r PERMANENT SEED MIXTURE FOR SWALES
•` 'w �� �• CHECK DAMS ® ♦ �® - I s SAMUEL LEE SPECIES RATE (LB/ACRE)
C Q, - - ..�� �� TALL FESCUE 200 (4-5 LB/IC FT2)
y Qp J 25' OC OR PER ♦, ® JACKSON
SS.�` \1 °3 ELEV CHANGE ♦ ® 'I - DB 513 PG NURSE PLANTS
W J ° •�Q \JV'/ ` ' s ��-,-,-*_(r,_,-,_,_,�,_,_- 0497 BETWEEN MAY 1 AND AUG. 15, ADO 15 LB/ACRE SUDANGRASS OR 15 LB/ACRE GERMAN
1 =- .i.\''/' ��J• -- r•-•-•-•_•-• JOSEPH KREMBLER _ MILLET. PRIOR TO MAY 1 OR AFTER AUG. 15. ADD 40 LB/ACRE RYE (GRAIN).
/ DB 1356 PC; 0043 SEEDING DATES
BEST AUG.W . , G 4P ' \�,RB ♦ / - -./ _ - POSSIBLE: FEB. �MR. 15
TEMPORARY SEEDING SCHEDULE AVOID SEEDING FROM NOV. TO JPN. IF SEEDING MUST HE GONE AT THIS TIME, ADO 40
Q
LB/ACRE WE GRAIN AND WE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION.
SHOULDERS. SIDE DITCHES SLOPES (MAX 3:1)
SOIL AMENDMENTS
jt �•rr $DATER PAD - / DATE. TYPE PLANTING RATE: PER ITEM 4. SEEDBED PREPARATION
1� .� �48`L 57 Wx54' _ / �- MULCH
j. - AUG. 15-NOV. 1 TALL FESCUE 300 LBS./ACRE USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND
jp CIA�S /\' �t7 NOV. 1-MAR.1 TALL FESCUE 70D LBS./ACRE
• ._ Q 3 Q Q- DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EMEND ABOVE THE HIGHEST CALCULATED
R • & ABRUZZI RYE 25 LBS./ACRE
✓A� ` V DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT
\\ ! /��\� / ' MAR.1-APR.15 TALL FESCUE 300 LBS./ACRE REQUIRING TEMPORARY LININGS, APPLY 4,000 LB/ACRE GRAIN STRAW, AND ANCHOR STRAW BY
WOOS I - LY] " - Q-" APR.15-JUN.30 HULLED COMMON BERMUDA 25 LBS./ACRE STAPLING NETTING OVER HE TOP.
EMERGENCY "'" / Q�• JUL.1-AUG.15 TALL FESCUE AND 120 LBS./ACRE
•,�� '1 SPILLWAY / - ` ,may/ CV •**BROWNTOP MILLET 35 LBS./ACRE MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
**•OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE THEY CAN CLOG DRAINAGE DEVICES.
,� �_ / 3 \ SLOPES (R1 TO 2:1) MAINTENANCE
Y • - MAR.1-JUNE 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE INSPECT AND REPAIR MULCH FREQUENTLY. REFERTWZE IN LATE WINTER OF THE FOLLOWING
YEAR; USE SOIL TESTS OR APPLY 150 LO/ACRE 10-10-10, MOW REGULARLY TO A HEIGHT OF
a j PLANT AND STOCK PILE / i r� AIOHN T WILKIE JR. MAR 1-MR.15) ADD TALL FESCUE 120 LBS./ACRE 2-4
y ;U DB LF PC 0443 ' (MM.1-JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE
GIRO YA MAYA Z (:Y AREA - / Z I (MAR,1-JUN.30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE SEEDBED PREPARATION
JUN1-SEP.1 *••TALL FESCUE AND 120 LBS./ACRE
YALf'`ELAGUILLEiRMINA � `- - ,1 I ,I /3 "/ J . • ' - •r*BROWNTOP MILLET 35 Les/ACRE 1, RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
,/ '4 ***GR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE
QB 124B -P-00077 m. _ _. / }..' - 2. REMOVE ALL LOOSE ROCK, R00T5, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
h SEP.1-MAR.1 SERICEA LESPEDEZA (UNHULLEO-UNSCARIFIEO) 70 LBS./ACRE UNIFORM.
® S I - AND TALL FESCUE 125 LBS./ACRE 3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, If
(NOV.1-MAR.1) ADO ABRUZZI RYE 25 LBS./ACRE AVAILABLE.
`} /, •. LL 4. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB ACRE GROUND AGRICULTURAL
- Wd CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL /
W / n LIMESTONE UE 1,00E LB/ACRE 10-10-10 FERTILIZER.
DJ • Lr INFORMATION CTION RAM OTHER ALTERNATIVES FOR VEGETATION A DENUDED AREAS, THE 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED. FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
C. / Q ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER PEEP.
W. �� `z ' I SEWING RATE COMBINATIONS ARE POSSIBLE. A SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CVLTIPACK
/
_ m AFTER SEEDING.
-(7 _ A - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT 1 C N S 3 T, OTHE RY COVER MULCH IMMEDIATELY AFTER SEEDING CH ANCHOR MULCH. APPLY 4,00E 0.0 ACRE GRAIN STRAW OR EQUIVALENT
VR Y � - VEGETATION. DO NOT ALLOW TEMPORARY COVER TO CROW OVER 12" IN HEIGHT BEFORE
13 []L-,_ � 1 , % •I - MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. ENDING MATERIAILETOSUITABLE MULCH.ASSURE THAT THEN TEMPORARY MOR STRAW ULCH APPLYING
PROPERLY HELD OIN PLACE.UARE YANG OF ASPHALT
ALTERNATE ANCHORING
METHODS PRE NETTING ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BUOE SET
O . m l• , PER NENT 5 D MDI RE SITE �\ NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
W 1 Q , 'CHECK DAMS ® �•/ SPECIES RATE (LB/ACRE) \/ 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
O, 1! , POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL UME, FERTILIZER AND
C) 1fY , ' 25 OC _DR RER_ -de-
• ' - TALL FESCUE 100 SEEDING RATES.
_- -- -- ti / SERICEA LESPEDEZA 30 S. REFERTILIZE IN HE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR,
,- GRANGE / J I KOBE PLUS: UESPEDEZA 10 BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE. AND MULCH DAMAGED AREAS IMMEDIATELY.
Popp' gooPENSACOU BAHIAGRASS 25
O€°FICE` �� f /, - OR BERMUDAGRrsS 10 CONSTRUCTION SEQUENCE
0, - _ /i/ - SEEDING NOTES
✓ ' • i 1. AFTER AUG. 15, USE UNSCARIflED SERICEA SEED, 1. SURVEYOR IS TO STAKE LIMITS OF CONSTRUCTION, EROSION CONTROL FEATURES, STORM WATER SYSTEM, SCALE,
l) i ` '• 1 2. YfWcRE PEROCZIG MDW'Ara 1S Pf WH D DR A ITE h5^,rcMRM1fE Y3 DESwtD, GNAT SEITICEA ROADS AND PARKING AREAS.
��✓✓� J v E ( ,r� SCALE ," - /` , 'I - AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE.
/ • - - 3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDAGRASS, 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, DIVERSION OITCHES, SILT FENCING AND SEDIMENT BASINS AND TRAPS
HOWEVER, AFTER MID-APR. IT IS PREFERABLE TO SEED TEMPORARY COVER. AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. DIVERSION DITCHES AND
• III SEDIMENT BASIN BERMS MUST BE SEEDED, MULCHED AND ANCHORED UPON INSTALLATION. ANY PROJECT ACCESS
} CHECK' DAMS ®. ' •/ ' ' POINTS SHALL HAVE A GRAVEL CONSTRUCTION ENTRANCE INSTALLED.
- 1�• I NURSE PUNTS ONERSION DITCHES SHALL BE COVERED WITH S75 OR EQUIVALENT BLANKET MATERIAL STAPLED IN PEACE.
BETWEEN MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET C 15 LB/ACRE
SUDANGRASB. PRIOR TO MAY 1 OR FETTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
ELEV CHANCE � =0• � • ' /� 3. CONTRACTOR IS TO CLEAR CUT AND GRUB SITE AND PROPERLY DISPOSE OF DISCARDED TREES, LAP, STUMPS ETC..
/, •'�•�*- I SEEDING DATES
y •� 3' , BEST POSSIBLE 4. INSTALL A PORTION OF THE STORMWATER SYSTEMS INCLUDING CREEK CROSSING TO "OVERBURDEN DISPOSAL
FALL: AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
• r •' �2�F� �,�' ( LATE WINTER: FEB. 15 - MAR. 21 FEB. I - APR. 15 DALA m. STORM DRAINAGE AND INLET PROTECTION TO BE INSTALLED PER DESIGN PUNS AT THE ENO OF EACH WORK
PER r /A0J'' � � I FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE
I B M BARBER y •O OJ�L LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. 5. GROUND COVER ON EXPOSED SLOPES SHALL BE APPUED WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION
DB '672 PQ '0663 I OF ANY PHASE OF GRADING. TEMPORARY OR PERMANENT GROUND COVER SHALL BE APPLIED TO ALL DISTURBED
1•�/ .•h0 - - SOIL AMENDMENTS AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
I I �• • - I. PER ITEM 4. SEEDBED PREPARATION CONSTRUCTION OR DEVELOPMENT. PERMANENT GROUND COVER MUST BE APPLIED WITHIN 60 CALENDAR DAYS.
• fl i = INSTALL PERMANENT PLANT MATERIALS AFTER FINAL GRADE IS REACHED FOR EACH STAGE OF ACTIVITY.
MULCH
r, •� PER ITEM 7. SEEDBED PREPARATION 6, EXCAVATE AND TRANSPORT OVERBURDEN FROM MINE SITE AND CONSTRUCT BARRIER BERMS. PLACE TOP SOIL
F� III -` - ♦• x I - AND PLANT MATERIALS N THE BERMS PS SOON AS BERMS ARE COMPLETED. EROSION CONTROL NETTING SHOULD
•�' '^ ' • . A MNMENANCE BE USED TO AID PERMANENT VEGETATED STABILIZATION OF BERM SLOPES AND WITH MORE THAN 10 FEET OF
ER
RAJ `, •�/•""� \. -._ - I PER ITEMS B & 9- SEEDBED PREPARATION VERTICAL RELIEF. NERING SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
J GRAVEL CONSTRUCTION CULVERT B i CULVERT C \ __ IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE.
ENTRANCE
LV RT A" 24 METAL PIPE '_ _ 36 , HOPE PIPE " , ! OPERATIONS. WORK STOCK PILE BY MOVING WORKING FACE AND STABILIZED SEEDED SLOPES AS NECESSARY
7. ESTABLISH A WORKING FACE AT OVERBURDEN DISPOSAL AREA ORES AND SEED THE REMAINING STOCK PILE.
HILLA LAND RUTH CONTINUE Tow By
EX SILT I � GLASS "B RIPRAP � HIL.LIAR
/ 36" HOPE - FENCE 44 Lx47'Wx45"T I e
' I T JJ \ - ® 2y. PG 0245 , I ' H. GRADE AND PLACE STONE FOR THE PARKING AND MAUL ROADS.
0
A r` " 9.F FABRICATE AND INSTALL ITEMS:
' , ,. _,_1�,_,_,T, i_,_,_ _ _J. +._,_,-,_,I NTH 'll, zBARRIER
,A ., _ . '�� - <e-.. ' •+. r • • ..r , ","7 /n '"ri A. 55Q DISTURtEt �MM •`**�O •••• ��•L FENCE AS INDICATED, IF INCLUDED IN THIS WORK
PROPERTY LINE/PEAJI1T BOUNDARY'
oFEssio•�v
RP 29!
s
SEAL
_• 026395 .l E DATE REVISION THIS DOCUMENT, TOGETHER WRH THE CONCEPTS AND DESIDNS PROJECT.,
R3V 9-28-09 LAND QUALITY PRESEMED HEREIN. AS AN INSTRUMENT OF SERACES, IS INTENDED GOLDSTO 9 • ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH D WAS N OUARRY
GLASS B � „`� PREPARED. REUSE OF AND IMPROPER REL INCE ON THIS DOCUMENT
\ R RAP RIP RAP - +` •• 2 8-27-09 BUFFER wlTRaur wRrrTEM AurnoRlulwN AND ADAPTATION BY Rwx, FA sHUL B.A. BRANCH PROPERTIES LLC. ,SANIFORD, NC
FENCE P BE WITHOUT wBI O RwK. PA GULF TOWNSHIP CHATHAM COUNTY NORTH CAROLINA
15 x41'Wx7TT 1RIx94'Wx1 WIT 9''yu'A'� 1 730-09 DLR COMMENTS ' '
200 0 200 400 603 L1 LSL11f Li 139 PROJECT#: SHEET NAME: SHEET NUMBER:
PATTERSON ENGINEERING SURVEYING DATE: 5-18-D9 SEDIMENT
1 = 200 ' P.O. BOX 3000-SANFORD, N.C. 27331.3008-[phone] 101 W. MAIN ST.. SUITE 202 EROSION
Scale OF 5
GARNER, NC 27529 DRAWN BY: FIR CONTROL
FAX: [phone]E PHONE(919) 779,4854 CHMD BY: CRP PLAN
EXPLORATION SERVICES
Fax[phone]
8 7 6 5 4 3 2 1
File name: P:\NCGEO\GOLDSTON\GOLDSTON

pA,�NN-NABELLE MARSH --_
.fEARRINGTON _--
_. - - D8 821 PG 0727
GILR4LDA A
` - RABBIS .-. - � : —
BILLY HUGH ELKINS
DID b5E -PG 0358 / I PATRICIA THOMAS REBECCA L ELKINS _
DE0391 PG 1072 DB 739 PG 1067 _
i J o
10
sop
�� . TARHEEL LAND 'AND
OVERBURDEN TIMBER
DB 1088 PG 793 .
DISPOSAL AREA -
� ;
A GRADED AND SEEDED
FRE4 . ,kWLWA T /l � ..'� r r � ,.I /!' RALPH JESSIE y
��� �� 7 ��" `, , ..' - ; I DB 560 PG SCALES-EL P6 5� �p
- J.
- 1 AND SHERLENE DB 7
1 1 " BROOKS56 �549 yp
1 ' 1 Z
/�,�j /� 0594 PG 250 LANE
ECRIEAIR
( 3
R/N
THOMAS WOMBEL
LACY MAW
• . `s,` i ` � , IDS 36$ PG 0427 LG,
JAMES E ROBERAON HEIRS
WILLIAMS E -
DB 1243 PG 0218 ) _
� =� il
-' DB 461�PC 091 D
GLO
DB 1_ 004 FIG I 00 fi
• AN DREW ESTATE I
C " ♦ �.�._. I DB OBE PG 0072 - - C
.. /4r ; •, _. - . I SAMUEL LEE
"' .i .� � .mac_ -e ��� JACKSON
B 513 PIG
top JOSEPH KREM LER . 7
DB 1356 PG 0043
.BARBED WIRE FENCE
i i Goa ;
/ PLANT, STOCK PILE !
\j AND TAILINGS POND
i
AREAS. I ( JOHN T WILKIE. JR.
CIRO MAYA MAYA I 1 GRADED AND SEEDED / , DB LF PG 0443�
VALI GUILLERMINA
DB 1248 -PG -0077
CI
B
II � j0
1
^' I '
FERRY M BARBER 4R.
DB 672 PG 0883 - I •� I
C ® I''^' ��
U) i . , y
-- V^�'/ r�.�'� 200 0 200 400 600
�.%
Scale 1 " = 200 '
, , 1 H YLLIARD AND RUTH A
A
j ` I IDS 2W P,G 0245 -
REV DATE REVISION THIS
PRESENTED MHEREN. AS TOGETHER
AN INSTRUMENT OF SERVICES,DIS INTENDED ESGNS PROJECT:
3 9-2609 LAND OUlWTY ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH R WAS GOLDSTON QUARRY
PREPARED. REUSE OF AND IMPROPER RELWWE ON THIS DOCUMENT
2 8-27-09 BUFFER WITHOUT WRmEN A THORVTION AND ADAPTATIDN W MR. PA SH B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
RE WI HOOT a iM TO MR. PA. GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
1 730A8 DLR COMMENTS
PROJECT#: SHEET NAME: SHEET NUMBER:
/4 m �I TLIRrJcON ENGINEERING SURVEYING DATE: 4-21 -09
�t11 P.O. BOX 3008•SANFORD, N.C. 27331.30D8-[phone] 1 01 W. MAIN ST., SUITE 202 DRAWN BY FIR PLAN
O� C
FAX: [phone] :51D GARNER, NC 27529 PLAN J
EXPLORATION SERVICES PHONE [phone] CHK'D BY: CRP
FAX (919) 779,4056
S 7 6 5 4 3 2 File name: P:\NCGEO\GOLDSTON\GOLDSTON

IF FREEBOARD 12' Lays of r eMA 'XI ` Y MIN
LLLppplll P •„05 Washed Staae �IpE
_ TOP — BERM _ ___ _ TA PP °P°TUna' � SCREEN ACCESSIBLE TMOUGH DOOR
a xlx
�� rEDe LExRTx
4' MAX
VIDE
2' Dept x 2' WI FILTER FABRIC 1LDEVICE EiomNr SECTION THROUGH WETS
Cu!-off TnrLch iPLLVAT
DEVICE
U BAFFLES CROSS SECTION FLOAT
FIFJDBLE JOINT
(RAOATOR HOSE)
PLAN VIEW
oLNTEr END: coMMEc7IaH
EMERGENCY' Bli WTLEII y MIL OF REIN TO OURS( PIPE OR RM BARREL PIPE LONGER THAN SHOWN.
OVFMEEL W 61 BFI.DV SETiLEB TOP �� /fir l \ EIENmL:Y
�, �L SETiLOOI S DA 6' RISE SPILLWAY
BARREL flEYAT)aN
SKIMMER TRASH RAC
4 @L
AT000... 1. ALL Sg11MER'S ARE 40 PA, ORIFICE SIZES FOR EACH BASM ARE
NOTED IN S1EET C2
- - - -- ---- m6 2 SRBIMERS INSDLID IN BASeS WITHOUT RISFIt BARREL WILL IMTRET TO
�Qj��y 12• CUP
NATURAL ORCING INLET SMALL BE PROTECTED ANT -FLOATATION
(AS NEEDED), FROM EROSION DEVICE
FILTER FABIR MAXSO WITH RIP RAP, TARP, P ALA
MATTING OR EQUIVALENT.
STONE SECTION POND 1 CROSS SECTION DISSIPATER PAD
36• CPR 48'Lx5YVx54'T
Cl1TLET P[PE CLASS 'A' RIP RAP
STANDARD SKIMMER DETAIL
NOTES:
1) BASIN SHOULD BE CLEANED NIT WHEN CAPACITY REACHES AN ELEVATION RFPRESQNIIND THAT THE BASIN IS HALF-FULL.
2) THE TARP USED TO PR07EDT THE NCR SMALL BE THIS =IN SPECIFIED. THE JORD7N OF THE TAPP SHALL BE AWMNO
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, MEN TARPS SHALL BE OVERLAPPED AT LEAST 1Y. THE
UPSTREAM 1Y TAM SHALL OVERLAP THE DOWNSTREAM TAP. THE TARP SII11 BE BI MIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RIERSTANCE.
PROVIDE A MINIMUM OF THREE FORMS BAFFLES TO EVENLY USTRIBUTE FLOW ACROSS WE BARN, REDUCING lURSUL&CE,
4 BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND ROES USING STAPLES OR BY TRENOMHO AS FOR A SILT PENCE
9 MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, 90 THE SHOULD BE READILY AVAILABLE FOR MNNTOMOL
6 OURMO THE CON47A1CTW MM OF WE PROJECT. PIONWi1T al WATER SSER SHALL p0.Y MWATER FROM WE TOP OF PPE
POND SHALL NOT BE CONVIER EO FOR SMINWATER USE DWI APPWM BY ENV1LOt11BNTAL ENOMM
STANDARD ROCK DAM SEDIKAENT BASIN
STANDARD SKIMMER ATTACHED TO PERMANENT RISER
ytit[ i MFnE cTTPa �Q�
SATI
L. 1B" MIN TOP OF DAM OaMADim
TARP PROTECTION LG/��GH
aPILMAN
Ift ME (MIN,a2H)un TaePSTEEP CUT OR FILL SLOPE P INLENGTH
SEE SHEET C3SECTION THROUGH WEIR / -I SLOPE (MAX)J/ 3'2A®5.5'6A�4.D' w/IWNE 9u71 Lu SEEr Cs nuA® � R AND=
CROSS SECTIONAbSIM/ OF WK METAL MOST SEDWENTPR BAFFLE INSTALLATION - STEP 1
a eRM aAse A Is RM
_ OBAIBBNo BAFFLES (SIN) 10 MN FT®Mlm \ ppmpR,y
STRUCTURE EOM` / t ` �C UPSLOPE TOE POSITIVE GRADE 1�OR MAX. z FAMx FaDm
BT I. P64E AT IFAST 1C M10 FABRIC CUT AND FOI am THE MML2 ITAL. � HWINCIITAL
iv FDHD: PORT
Q3'wx6'Lat2T B. WOOD ROSINS ARE NOT ACCEPTABLE
,3 DISSIPATER PAD �� ��� S USE STAPLES V APART N AnACH FABRIC PERSPECTI VE VIEW IIaRRaxTAL Post
Flu volDs w/psT 2 : 1 (MAX.) \ \ \ To 4po wMar Pplcf Aw FANec
NEEDED) FROMINUET SHALL BEERO60N ED (AS
RIP CROSS SECTION DANT EVICE
TATIDN STONE) \\ ``\\ \\^\\\ A. BAiilE SPAffD A PER APPPOND FLAIL IH 111E BOTTOY CF BIKED W TIENW
\ MOP CF BAEIF 9MOUD 6'
THE �my
PAP, TARP, MATING OR EQUIVALENT. CMP OLTEET PIPE (12' TYP.) \\ \\\ \ �• \\ \\
BOTITMI CF BARER VIA' III
AND
t�BA9i P PLNIiDT SPUD BE CLEANED CUT WHEN CMOA rr WAO U AN MAIM AFRO THAT TE BARN IS MNF- STEEP CUT OR FILL SLOPE e°L''FM w'BDm
2 THE TA USED TO THE WLRAL. TH S BE E Mn .WO*I TE MNRH OF THE TARP !NAIL BE ACCORDING
M AVAILABLE SUPPLY. F MULTIPLE TARPS ARE TO BE USED. THOU TAPS SAL BE OAIBIPPED AT BEM Ir. THE REVISIONS R S
OR� IrrT FOR LEY THE DOWDREAM TAP. THE TAP aAIL BE N IL HEAVY DUTY SILVER TAPAAN9DESCRIPTION SECTION AT OPENING
WAKL
PROVIDE A W"M OF It= POROUS BAFFLES TO EVENLY RS MM FLOW ACROSS THE MSN, IEDIICWIO IYRRACICL
4 BAFFLE MATETWAL MRI BE SECURED AT WE eoTTDM AND m INSEq STAPLES OR BY TRNONO AS FORA SILT FENCE. PLAN VIEW BAFFLE INSTALLATION — STEP 2
a MOST OF WE SC W NT Wu ACCUMULATE N WE FAST MY, SO TINS S N READLY AVAILABLE FOR A...N ..—
B e NWRNo THE WtOTNCTICN RASE OF TIE PRO.FLT, tNMNHDNT STORMWATER LASER SHALL ONLY DENIER HIM THE TOP OF PIPE
KING MALL. BE CO MATED m STpMWATBI USE UNTIL. APROVED BY ENNNNENTAL ENQIFDI.
DIVERSIO
STANDARD SKIMMER BASIN N DITCH 9 GRAVEL 8c RIP RAP FILTER BASIN 3B
0'-e MP. BAA MRNee DAM
IOW MIN. OILARRY SIDE - ROM/ALAACENi 510E Spec 7
BUT SUFFICIENT TO KEEP 1. PJT SILT FENCE OR TREE PROTECTION FENCE UP TO
FiNSURE CONSTRUCTION ENTRANCE IS USED.
SE 1 f
SEDIMENT ON SIZE f� -_
:•� AIR
;i7s+�;.-: .rA)Vx,As� 2 it .;ON51RUC110N ON THE SITES ARE SUCH THAT THE MUD:•
.1'r,��•K!'.';a,,I;,.r. y-•''`• IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
O �ia^<;`.^^'..' STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
l P: .a: a.......
ETOSTNG s ?2 3e STONE TO BE 1I5E0'-.w 50 OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. SLOE SLOPES
N aj 4 •(SURGE STONE OR RAILROAD•:: PROPOSED STREET. 2:1 ttP. I e'-o• E-e' e B-6' Min F-v Mk� L L L ROADWAY y .:.�Y•'. BALLAST) ,E„»:?�r,S: '.?.:�:'y WHICHEVER IS 3U:F . MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR - III' III -III VUlIIEN yERIIGLSE EROSION �gELEF INTROL S��
Atl t 'w 1. ,� 3Yd�Y ~" x M L " GREATER. SEDIMENT
DWERET FROM LEAVING PERIODIC REAIOVALOF�SEDYENTUCTION S-LADFl1 sraHE AND
_ __ �(dl GREATER THAN 10'. END PANEL-TYPE END PANEL-TYPE I
.,,TA' ,,c: } r'±'�i�.,,A"�., • .+`" REPLACEMENT WITH FRESH STONE = III III iI
'4, :.ate•^ •`.,*•.�ree".4";1"' = GI _
L
Y-Oa. sNoh BW. V_11 TeMW s Woad AaY
a
TOP OF
LINE PANELS
PLAN VIEW BERMf
II II W �/�'''� IF�
(V V NOTE:
4• SIDE SLOPE OF EEALI Add aEolbrdWas a w wane mars As rusa WIN Wypl)e' 1. Sw NeaTReaBPme Tar w "cities: 1' 1• UNUSED
of HMo a1W a IRPk deR61La1 (I eMPW 6o SRI ehen
80' MIN. 10' MIN.
NEW CONSTRUCTION eH:aa rrsn noes: xb aM 9raLnA exsW 'RID 71Wra a. ReN a/ MeY b xlma Bs pooh
SGGOER 6 Pal sA depth w plve:L IYWK
STRESS PANEL PANEL AT MINOR DEPRESSION Bp S"« 'cw I. �..d.
Ewsnno ROAowAv o. pry o eke r wad BARBED WIRE FENCE
I -}— �12• MIN. .`` (N(%HRr •••, i BNUTIWr o eLEW Per Wool
N• a w (3-WIRE)
B• MIN. STAGGER ;'�oR..•••• •.,/,y " MORTISE DETAIL IY oewis
p�(•ESS/pp'-.,9 I FRIENFD
A • i E1//1y SAFETY ALMY9 TeNt oRNW%wa It
I KYLE eND1E
ABRIC UNDER STONE y, 6"'�X
e- c, � x euMeBAzooO
7REL5 "% �F"��(NF 7Fl DATE REVISION
CROSS SECTION THIS DOCUMENT, TOGETHER WITH THE CONCEPTS ANO DESIGNS
3 9-28-09 LAND QUALITY PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICES, IS INTENDED PROJECT',
VISUAL BARRIER BERM (ITS) PREP' FED WE SPECIFICFA PURPOSE AND CLIENT MR WHICH R WAS GOLDSTON QUARRY
2 8-27-09 BUFFER PREPARED. REUSE °QWORIZADONR NAER ND ADAPTATION BY Bv"Mg. PA SMALL B.A. BRANCH PROPERTIES LLC. ,SANFORD, INC
BE WITHOUT LWBILNY TO RI PA.
1 7-30-09 OUR COMMENTS �,Z>•7�••�j�4 �� GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
STANDARD CONSTRUCTION ENTRANCE L11�UIILYIALYI/LI1'1(] PROJECT#: SHEET NAME: SHEET NUMBER:
ENGINEERING ^ SURVEYING DATE: 4-21 -09 EROSION
P AT TERSON P.O. BOX 3008•SANFORD, N.C.273313008•(919)7743770 101 W. MAIN S-r.. SUITE 202 CONTROL 4 OF 5 FAX: [phone] GARNER. NC 27529 DRAWN BY: FIRDETAILS
PHONE [phone] HIM BY: CRP
EXPLORATION SERVICES
FAX [phone]
8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1
- - - - HYDRAULIC ANALYSIS OF EX. CULVERTS
360 360 2.5' OULDER I 2,5' S GULD 3 r FLOW
- - --- -- - - --- t
- _---- -- ----- - -- f- RIP RAP INLET
5' 5' {'
340 - - -� -- - � -- - - - - +--- - - - - - kNt
I
12 CRUSHER RUN OR CABO
•1
7• 1 I
1 I
! r
I
- - - - - -- - - - HAUL SECTION : ,p _i
HAOAD
- - - - - -- - - - ROD SE II
�_ r , ___ _- -_- - �_.. O W��WLE 5® IIX lIRTR� 4:S T }^ �, � ,` .,�41
• Y•, `4 JA.�• I I x� • YV .
320 U 32 30' WIDE �ANDERORG t<r�
_ _.. . . - - - -- --- -__ -_ -- {- - --- -----T - }- DETAIL NOT TO SCALE
300 - , -- + - - - , -- _ _ . - -- - -- - - - 300 RIP RAP OUTLET
-.
PRIMARY TAILINGS POND SECONDARY TAILINGS POND
mo
- - - - - --- - - -- ---- - --�- -- - ---- PLAN NEW
280 - �- - - -- - 280
EXCAVATE 12» ... ., tYCRUSHER RUN
rM
260 - � - - - - - - -- 260 . , . . , .. •. .•�•z
-2+00 0+00 2+00 4+00 8+00 8+00 40+00 12+00 14+00 18+00 18+00 20+00 22+00 - MIN. .EXISTING GRADE
TAILINGS POND DETAILS
PROFILE OF EXISTING HAUL ROAD NTS COMPACTED FILL ' CULVERT
H SCALE: 1"m200' -
V SCALE: 1"•20'
,• xw, � suT FENCE PROFILE VIEW
DRAINAGE RUNOFF RAINFALL TOTAL CAPACITY PIPE INV.ELEV INV.ELEV
LINE I LENGTH AREA(A) COEFF.0 CxA TITNI C (1) RUNOFF VOLUME FULL VELOCITY PIPE DIA: SLOPE UP DN HGL-UP
IL
III) m) DRWBSS (Ton) iinw) ids) (c (A) NB (in) N� 3 II II STREAM CROSSING DETAIL
III A 2+40 40 1.0 0.45 0.45 5 7.5 3.37 3.37 31.99 1.65 24 2.0 305.5 304.5 306.47 (NTS) C
TOP OF SILT FENCE
8 5+80 50 10.1 0.45 4.5 5 7.5 33.73 33.73 94.32 8.07 38 2.0 317 318 318.85 ABOVE
TO AT OP OF 1
480vE THE TOP OF IT
C 13+40 50 38.1 0.4 15.2 5 7.5 113.92 113.92 163.37 20.3 36 6.0 283 280 289.31 THE WASHED STORE
CULVERT PIPE SIZE AND DISSIPATER PAD SIZE
DISSIPATER SIZE
HYDRAULIC ANALYSIS OF EX. CULVERTS STEEL FENCE POST FRONT VIEW LOCATIC14 CODE PIPE SIZE inch CIO CFS THICNNES6 IN WIDTH LENGTH RIP RAP CLA56
WIRE FENCE BURY WIRE FENCE, CULVERT A 36 34 27 35 32 B
FLIER HARRIC,
HARDWARE cLDrn \ CANDLOTH H IN TREc CULVERT B 24 4 18 18 20 B
\\\ STEEL FENCE ADS ELOTN IN TRENCH
SET NOR B, ARA CULVERT C 36 114 45 44 47 B
FILTER OF An Gt�� wrD sof v CULVERT D 76RX3 2000 ** ** ** **
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ENTRANCE A / / ! 3. NOT IN 1 % ANNUAL CHANCE FLOOD PLAIN A
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D CROSS SECTION _ 400: O 1 400 (,
EXISTING GRADE : o
350 501-1JNDISTURBED'BUFFER _.. .. .CREEK-_ _ _ 350
DveGdev PY-PA¢ : _
WDEILL W fib„t� SETTLED TOP 300 , '� 300
e1• MDA eET1LflRNi OF
L� ,J 1 f—'MAX WATER SURFACE ILEVATiON UPON RECLAMATION---r
4 1
• " It 250 PROPOSED GRA_.E _- 250
_. --HAUL .ROAD
-- -- -- -- - -
15' BENCH TYP.
200 ' 200
$�` HAUL ROAD
I NATURAL ISi01Dro 150 j _ 150
FILTER FABR w Nw4.w.- __. _ _. _ _ _
STONE SECTION '..
100 100
50 PROPOSED PIT FLOOR 50
-2+00 -1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 B+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 15+00
STANDARD ROCK DAM SEDIMENT BASIN
EMERGENCY SPILLWAY CONSTRUn7ED OVER
UNDISTURBED GROUND AND ARM D ORE yap„
WITH RIP RAP .T� — ^_ •h'.W sArtuE
EARTH BEAR /
\
0 SEDIMENT AP
II \ TR\ '9E y� I C•
\ RIPP RAP TER PAD STEEP CUT OR FILL SLOPE----,. -- - -- -
y
NOTES:
1. PROVIDE ALL CALCULATIONS FOR ORIFICE DESIGN. \ �..y •�" (�- - - / 2:1 SLOPE (MAX) •*
2• PROVIDE ANTI-FLOTATION BLOCK CALCULATIONS. �. J/
OUTLET PIPE - 711 TEMPORARY
E E DIVERSION DDTN EXTRA POST M MIODIE
CROSS SECTION WN "G NEMNIO � M�HB\TNB 0F0PO°M0
— — EARTH OAN HORMMTAL METAL POST YDILRANr AT
OxaIRIM ro MEDICAL
OMP PLAN VIEW BAFFLE INSTALLATION - STEP 1RISER aAna RIP ROAM
PAINTED RED CLEANOUT MARK (PERFORATED) TRASH RACK k ANT-VORTEX DEVICE
LOCATED HALFWAY UP RISER PIPE
TOP OF DAM UPSLOPE TOE POSITIVE GRADE 1.0% MAX. mgs PABRc ��
WATER LEVEL DURING S — — 1. DRIVE STEER FENIE POST AT LEAST IS' INTO FABBC OUT MID FOLDED OVER HOWIMNTA.
O TEORVITAL I H I
EMERGENCY SPILLWAY ELEVATION TV SOLID QRWM WN rpm POW POST
SEDIMENT STORAGE m 2 WOW P0519 ARE NOT ACCEPTABLE
W—I AREA GRAVEL ° SIDE SLOPES HOd2ONT L POST
FILTER ° IMMUM SLOPES 2-1/2 : 1
s USE srAPta r APART TOATTAa FA1Rec PERSPECTIVE VIE
EARTH DAM
:. z : 1 (MAX.).
_ ro '1100 NEE' FENCE N FABRIC
MOON
AND
•,�.. . \\\ \\ \\ \ \\ \\\ \ \ \\ \ \ \• BURIED IN 0.
:a: 4. BAFFLE SPA® AS PER APPROVED PION. THAN
HIM 7N 1K IIDTRaM OF
TIP a A SHOW x e'
THE SPILLWAY
I— TIFN�d IANtlIF a AM
ANTI—FIDTAMO/N DEVICE I —III—I I —I _III— DISSIPATER PAD AP RAP VI5 STEEP CUT OR FILL SLOPE REVISIONS COMPnUUD NIIH SML AND CdIPACiEO
COMPACTED
ED
ANTM� DOLLAR — j I_ A P ON SECTION AT OPENING
CROSS SECTION GMP OUTLET PIPE —1 I I—I I PLAN VIEW
BAFFLE INSTALLATION - STEP 2
B i r
STANDARD RISER—BARREL SEDIMENT BASIN DIVERSION DITCH 9 GRAVEL & RIP RAP FILTER BASIN 3B
N e•-e• ERe R Sw Moraw Dahl
QUARRY BIDE ROAD/ADAACFNT SIDE Spka
700' MIN. e
BUT SUFFICIENT 70 KEEP
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE m
ENSURE CONSTRUCTION ENTRANCE IS USED. --_ <
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD I I 14 1 I I I I+:'.`i n;;%;n• c_ ..;��.,,..r:.:cic;••,Y: ^ S NOT REMOVED BY THE F THE
TRAVELING OVER THE _J_
STONE TO BE USED:'> +: STONE, THEN THE RRES OF THE VEHICLES MUST BE WASHED SIDE SLOPES
50' OR WIDTH OF BEFORE El TERING THE PUBLIC ROAD.
EXISTING +:,::.•::';T:(SURGE STONE OR RAILROAD •:L PROPOSED STREET, _ _ 2A TIP. e•-0• Mn�- -- e•-e' M. T e'-e' IF-e' "� w
L- ----I— L—
ROADWAY .r;Ar:�;BAI.LAST)` c^�� �N>,•L;;c;.h:�._'+;, WHICHEVER IS 3. MAINTAN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR -- 1 .11
::':e':: ., • ♦ !r . : 1 > GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE ENTRANCE PALL i_ II IU�llI II r�r 1i III END PANEL-TYPE I END PANEL-TYPE II f
�ir.i;Iti Ys, L 1r N1 REWIRE PERIODIC REMOVAL OF SEDIMENT-LADEN STONE AND
:Rr'S�:+4�;.� n s"a.,j 1 REPLACEMENT WITH FRESH STONE I Ll- ViIL4
,� S t . I` T L
TOP Of BERM m LINE PANELS
PLAN VIEW f <
II II
vl - V wN NOTE:
e•_e- AaA oARDwM THra a Na mPna nmWml w Raualn Wa (aaad w 1•
SIDE SLOPE OF BEM of Iwv w a moR aomnan (aWa WOW W ew.; NNw PMPD 1. sw NNmTNaOaw b 11N IobNYq: 1' UNffFD
60' MIN. 40' MIN. NEW CONSTRUCTION paw R.b.n ITaHarn aln mk OrPIAk amaW 20 nPMa A. of N.M ymmmnx
EXISTING ROADWAY STAGGER STRESS PANEL PANEL AT MINOR DEPRESSION e. a 'ImnM m im T.aA.
t a = m w awA. .PAIN BARBED WIRE FENCE
t`. A of 1"s w tivw N. w p°w.em.e) (3-WIRE)
tz' MIN. • MORTISE DETAIL DESIGNED �' atlMn
5" MIN. STAGGER lEWErrtD
A SAFETY ALWA3 THING IPPhsTVm
HOME FABRIC UNDER STONE xwE BE
ND. 2 Rua 4P m"1
CROSS SECTION
I ON THIS DMUMENT, TDOMER WGH THE CONCEPTS AND DESIGNS
ONLYE
EFOR THERSPPRESNTED ECI C PURPOSE AND CLIENT AS AN INSTRUMENT OF RMR WHCHACES, IS NI WAS
PROJECT: GOLOSTON QUARRY
TREES WRXOW ARIME D OF
fF10 AND IMPROPER
RAND RELIANCE
BYNRWK FA DOCUMENT B.A. BRANCH PROPERTIES LLC. ISANFORD, INC
BE WITIOUT LIARI.DY M RWK, PA.
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
PATTERSON EXPLORATION o n�
STANDARD CONSTRUCTION ENTRANCE VISUAL BARRIER BERM (NTS) SERVICES 1TGJ PROJECT#: SHEETNAME: SHEETNUMBER:
PO . BOX 3008 ENGINEERING " SURVEYING DATE: 4-21 -09 EROSION
SANFORD INC 27331 101 W. MAINST., SUITE202 CONTROL 4 O F 4
(919) 774-3770 GARNER, NC27529 DRAWN BY: FR DETAILS &
FAX (919) 774-3510 PHONE [phone] CHICOBY: CRP CROSS SECTION
L FAX[phone]
8 7 6 s 4 3 2 1
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\ I / \ DB 05E PG 0358 _ PATRICIA THOMAS DB 739 PG 1067
DBO391 PG 1072 -
PROPERTY LINE/PERMIT BOUNDARY - �e PROPERTY LINE/PERMIT BOUNDARY --
50' UNDISTURBED BUFFER � �
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WILLETT
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�. 1 - - H BROOKS PG 569
VICINITY AP NITS i 1 S% ' I� DB 560 PG PG 250
61 'll , MINING 1 1 ® �� ® CROSSING 0 h ® 0594 FISHER LANE y
30'
lw,r AREA ® �y®, ® = I io R/W s
<` x'- � V ' �! �1 V o' @e , A THOMAS WOMBEL
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DB 1004 PG_0�26
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k �'' s , \ ® , - LEGEND
ate„« 1 ` "� ✓ -o�� O 1 ® �' JA IS+ BUFFER I JAMES PRINGLE
C s w 5 7+ ,. , ' 1 % '� AA _ /e)1 URBF� o - ANDREW ESTATE _ _ C
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d SAMUEL LEE
i�, I Y �p -. �R>a � '®• •® —� JACKSON ADJOINING PROPERTIES
USGS TOPO 1 "=2000' u- II / / J ._ .�Fw �0�0®,r ®,8 ® "�.. � _. : ._ � — � — � — . — I — . — . — , — �9713 PG
�" .Z.p' A ✓^ `)+ - ' - ' - ' - ' - , - ' JOSEPH KREMBLER ZONING LINE
5�® DB 1358 PG 0043
TAILINGS L 50' UNEXCAVATED BUFFER
1, POND DETAILS -
11a 'too "9G (SHEET 5 OF 5) d EXISTING BUILDING
a
yC 6 MINE PERIMETER
ETLANDS
J1 d
�0 q � � � / OVERBURDEN DISPOSAL
® c. ® � Ul 00 4 �<v , CATEGORY
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\ ® o ® Q �/ ATEGOR Y TOTAL �
woo ® ® ® ® M NE 35 . 18 AC STOCK PILE PERIMETER e�
( ® ®
PLANT AND STOCKPILES 12 . 66 AC DIVERSION DITCH
\� PLANT AND STOCK PILE / ,` w = OVERBURDEN DISPOSAL 10 AC SILT FENCE —�
JOHN T WILKIE JR.
� DB LF PG 0443 TAILINGS PONDS 2 . 00 AC BUFFER
CIRO MAYA MAYA z aI " AREA ® + 2 q
VALPEZ GUILLERMINA O al 1 ® i - HAUL ROADS 2 , 98 AC SITE D. PIN: 9616-07-9402
DB 1248 PG 0077 cc E ® ; � T OWNER: BOBBY BRANCH
~ / TOTAL AC R EAGj E I O ZONING: UN-ZONED AND RA-40
d \ ® 0 \ DB: 1140 PG: 1090
Ls y ' BE AFFECTED 62 . 82 AC CALCULATED DEED ACRES 98.8
B a t:q, G ® % SKETCH ACRES NA I B
Z 2. PIN: 9606-95-5658
cn '➢ " ® / - OWNER: BOBBY BRANCH
`O ZONING: UN-ZONED
'Z ' ® DB: 99E PG: 0240
CALCULATED DEED ACRES 70.9
too SKETCH ACRES NA
�--- --- ---- -- -- - - - -- ® 3. PIN: 9616-27-3769
1 r� o109 'ell ZONING:OWNER: BOBBY BRANCH
mooOFFICE op dewf _ DB: 1262UN PG: N053
���P,�' CALCULATED DEED ACRES 9.479
1 SCALE ® ®•® 6 SKETCH ACRES NA
I= 1 ® S I NOTE:
® ,p'B O i 1 . BOUNDARY INFORMATION FOR TRACTS/ARE FROM
i - ®• B REFERENCES /
�, O I BRANCH PROPERTY
®,®w - DB: 99E PG: 240
I - B LOT 2, PS: 90 PG: 235
�4e I 200 0 200 400 600 LOT 3, PS: 90 PG: 236
® FERRY M BARBER JR. - 9 gF� 'll BOBBY BR CH PROPERTY
DB 672 PG 0883 I1, Apt I „ , DB: 1140 P 1090
G i -_ r'' `'� �'I' I J C a l e 1 = 2 0 0 DB: 1262 PG: 18 3
I •r'� �.. y ! PB: 2004 PG: 68
-P — _ ' r,i'®' 2. TOPOGRAPHIC, ZONING, FLOOD INFORMATION SHOWN IS
I FROM CHATHAM COUNTY, ORTH CAROLINA GEOGRAPHIC
ILL
\ • INFORMATION SYSTEM.
A r - ) CAYCE L AND RUTH 3. NOT IN 1% ANNUAL CH NCE FLOO LAIN A
I HILLIARD PER FIRM 371096060 J FEBRUARY 2, 007
DB 257 PG 0245
REV DATE REVISION
® '® p-C THIS DOCUMENT, TOGEMER WITH THE CONCEPTS AND DESIGNS
„^ „ „-1—.—:i-k ^.L� , ✓ „ ° ,� � -' ' , , , , , , ' , , 50' NDISTURBED ruI" I �� — — •— � — � PRESENTED HERON. AS AN INSTRUMENT OF SEMICFS. iswTENDED PROJECT: GOLDST -QUARRY
2 8-27-09 BUFFER ONLY FOR THE SPECIFIC PURPOSE AND CUENT FOR WHICH IT WAS
PROPERTY LINE/PENIT BOUNDARY WIHF°wi WROFEEAUFTHoaIunA1ON NAND "AEDAAM MND"Rv"THIS PA SH&L B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
1 7a0-09 DLRCOMMENTS BE W"HpOT LASILD�Y�Yy'°�R��"�N/, PA.
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
PROJECT k: SHEET NAME: SHEET NUMBER:
ENGINEERING - SURVEYING DATE: 5-18-09
PATTERSON P.O. BOX 3008-SANFORD,N.C. 27331 7008-[phone] 101 W. MAIN ST., SUITE 202 MINE OF 5
FAX:[phone] GARNER, INC 27529 DRAWN BY: FIR MAP
EXPLORATION SERVICES PHONE[phone] CHKnBY: CRP
FAX [phone]
8 7 6 5 4 3 2 1
File name: P:\NCGEC\GOLDSTON\GOLDSTON
cr, xcq