92-13_1_Redacted

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Energy. Mineral &
Land Resources
ENVIRONMENTAL OUALI7Y
December 1, 2017
Jack Garvey
Hanson Aggregates Southeast LLC
2101 Gateway Centre Blvd Suite 100
Morrisville, NC 27560
RE: Mining Permit No. 92-13
Holly Springs Quarry
Wake County
Dear Jack Garvey.
ROY COOPER
Governor
MICHAEL S. RECAN
seerero, y
TRACY DAVIS
Oirttlor
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 of 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 2017-209 also enacted a new anndi mining
permit operating fee of $400 per mining permit number_ By statute, the initial payment of this annual $400 fee must be
submitted to 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
adll IctmPnte rippri In PxlRnnn hr,nrtx will hp in if by mix oe�nP nr ondrP«Pd d,rrimra iiniir MOO ror iioimod norm it Pr tirar
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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
Wehner, Assistant State Mining Specialist, or me at [phone],
Sincerely,
!,//r,/
William "Toby" Vinson, Jr., PE, CPM
Interim Director, DEMLR
State of North Carolina I F Vlmoirnenml really I Energy. Mine al and Land Rvsouaes
512 N. Sall Street I Ib12 Malt Service center I Raleigh Non Carolina 28,99-IEII

Hanson
HEIDELSERGCEMENTGroup
HANSON AGGREGATES SOUTHEAST, LLC
MIDEAST REGION
2101 Gateway Centre Blvd.
suite 100
Morrisville, NC 27560
Phone: [phone]
HOLLY SPRINGS QUARRY
1600 GAS$ HOLT ROm
Molly swings, Me IASAO
wake CwMy
MOM: ($l9)6Q•s61i
t-
caswL
^'" MINING PERMIT No: 92.13
_ PERMIT MODIFICATION

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Energy. Min era! &
Land Resources
ENVIRONMENTAL QUALITY
January 24, 2017
Mr. Jack Garvey
Hanson Aggregates Southeast, Inc.
2.101 Gateway Centre Boulevard, Suite 100
Morrisville, North Carolina 27560
RE: Permit No. 92-13
Holly Springs Quarry
Wake County
Cape Fear River Basin
Dear Mr. Garvey:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to increase the affected acreage at this site to 178.6 acres as
indicated on the Mining and Erosion Control Plan Map received December 22, 2016. The
modification includes enlargement of the existing tenant asphalt plant storage area and
expansion of the pit area another 75 feet in the area just north of existing Retention Pond #3
to accommodate proper slope for the haul road located within the pit. The modification also
includes the installation and maintenance of all associated erosion and sediment control
measures. A copy of the modified permit is enclosed.
The conditions in the modified permit were based primarily upon the initial application.
Modifications were made as indicated by the modification request and as required to insure
compliance with The Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to draw your articular attention
to the following conditions where minor additions or changes were made: Operating Condition
Nos. 3C, 4D, 5A, and 1013.
The issuance of a mining permit and/or any modification to it does not supersede local
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Iles with you.
As a reminder, your permitted acreage at this site is 286.32 acres and the amount of
land you are approved to disturb is 178.6 acres.
Please note that Mining Permit No. 92-13 expires October 31, 2018. In order to
continue mining operations at this site after October 31, 2018, a renewal request must be
submitted prior to said date.
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51.? N. Salisbury Strcet 1 1612 Mail S(,,rvicc Cvolei Raleigh. NolIh Cut oiind 27699 lit 2
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Mr. Garvey
Page Two
Please review the modified permit and contact Judy Wenner, Assistant Mining
Specialist, at [phone] should you have any questions concerning this matter.
Sincerely,
S.'S4
et S. Boyer, PE
t to Mining Specialist
JSB/jw
Enclosures
Ml r. junli HuHuy, HE
William Gerringer-Mine and Quarry Bureau, w/o enclosures

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
PERivii i
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:
Hanson Aggregates Southeast, LLC
Holly Springs Quarry
Wake County - Permit No. 92-13
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
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greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION ION DATE E: October 31 2018

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 reining nneratinn by virti,e
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 De pal imci it deter i i it ies thl at ti ie peril ;ltiee VI pel I I FI LIeCs successor Is I IUt
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
December 4, 1992: This permit has been modified to allow the use of the Case Halt Road as
an entrance including the associated sediment and erosion control measures as indicated on
the As -Built Plans dated May 1992 and supplemental information dated September 1992,
April 21, 1995: This permit has been modified to change the corporate name from Nello L
Teer Company to Benchmark Carolina Aggregates Inc.
Mav 21, 1999: This permit has been modified to change the corporate name from Benchmark
Carolina Aggregates Inc. to Hanson Aggregates Carolina Inc.
March 19, 2002: This permit has been modified to change the corporate name from Hanson
Aggregates Carolina Inc. to Hanson Aggregates Southeast Inc.

Page 3
October 31, 2008: This permit has been modified to increase affected acreage at this site to
165.1 acres as indicated on the Permit Renewal Mine Plans last revised September 15, 2008.
This modification includes correcting the location of grass channel "F" and future mine permit
limits on the Mine Map.
October 26, 2009: This permit has been modified to change the corporate name from Hanson
Aggregates Southeast, Inc. to Hanson Aggregates Southeast, LLC,
January 12, 2015: This permit has been modified to increase the affected acreage at this site
to 173.25 acres as indicated on the Mining and Erosion Control Plan Map dated November
2014. The modification includes installation of an overburden pile in the northeast corner of
the property, expansion of the existing tailings stockpile just upstream of the settling cells and
preparation of an area for future plant re -location by filling an area with overburden and other
fill in the southern part of the property. The modification also includes the installation and
maintenance of all erosion and sediment control measures.
January 24, 2017: This permit has been modified to increase the affected acreage at this site
to 178.6 acres as indicated on the Mining and Erosion Control Plan Map received December
22, 2016. The modification includes enlargement of the existing tenant asphalt plant storage
area an' expansion VI LI IC JALpit dred another LI I(0 ICCI III LIIC area J L I IVI Li I VI C7C1'Lll lly. LIC4. ICI ILIUI I
Pond #3 to accommodate proper slope for the haul road located within the pit. The
modification also includes the installation and maintenance of all associated erosion and
sediment control measures.
Expiration Date
This permit shall be effective from the date of its issuance until October 23, 2018.
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:
OPERATING CONDITIONS:
Wastewater and Quar Dewaterin
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 Stormwater Program to secure any necessary storm water permits or other
appro`.al r�ln`ruimnn+c,

Page 4
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. The permanent access (plant entrance) road shall be stabilized with no. 57
washed stone for a minimum of 200 linear feet. During quarry 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 Anv mininn Artivity gffPr- inn watPrc of tha gtatp wt=rc of the l I q nr 1A/Pt1anr1c
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
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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 Mining and Erosion Control Plan Map received
December 22, 2016 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. 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.
B. All mining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated on the Permit
Renewal Mine Plans last revised September 15, 2008 and supplemental
information received on July 31, 2008.

Page 5
C. All mining activities associated with the installation of an overburden pile in the
northeast corner of the property, expansion of the existing tailings stockpile just
upstream of the settling cells and preparation of an area for future plant re-
location by filling an area with overburden and other fill in the southern part of the
property, including the installation and maintenance of all associated erosion and
sediment control measures shall be conducted as indicated on the Mining and
Erosion Control Plan Map dated November 2014 and supplemental information
received on December 2, 2014.
D. Mining activities associated with the enlargement of the existing tenant asphalt
plant storage area and expansion of the pit area another 75 feet in the area just
north of existina Retention Pond #3 to accommodate proper slope for the haul
road located within the pit, including the installation and maintenance of all
associated erosion and sediment control measures, shall be conducted as
indicated on the Mining and Erosion Control Plan Map received December 22,
2016 and supplemental information received November 8, 2016 and December
22, 2016.
E. An erosion and sediment control pfan(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
A. The observation wells denoted as 1 through 6 on the Mining and Erosion Control
Plan Map received on December 22, 2016 shall be monitored at least 30 days
prior to initiating any excavations of consolidated material (rock) in the initial pit
area to allow for the determination of pre-existing (static) groundwater levels.
B. The observation wells shall be drilled wells cased into consolidated rock and
grouted to the surface. The wells (boreholes) shall be extended at least 50 feet
below static water level, or at least 50 feet into unweathered rock, whichever is
deeper. The wells shall be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct these wells shall be .
obtained from the N.C. Division of Water Quality.
C. The observation wells shall be monitored quarterly at the same day and
approximate time of day. The static water levels shall be measured with an
accuracy of plus or minus 0.1 foot and shall be referenced to a datum point and
a record of the water levels maintained. The quarterly precipitation and the
volume of pit water discharge shall also be recorded. Copies of these records
shall be provided to the Department on or about the end of each quarter. Static
water level monitoring frequency may be increased or decreased as deemed
appropriate by the Department.

Page 6
6. Graded Slol2es 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 any pit expansion shall be graded
to a minimum 2 horizontal to 1 vertical or flatter and shall be stabilized within 64
days of completion. Furthermore, a minimum twenty (20) foot wide horizontal
safety bench shall be provided at the top of the rock and at the toe of any
overburden slope. In addition, a minimum 15 foot wide safety bench shall
remain for each 35 foot vertical bench in all final rock slopes.
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.
B. 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.

Page 7
t01-
0.0
Blast %rbration Frequency, Hz
+in
(So crce rIOC?ifred fram 59ure 3- Tr Bureau af;v ine8 R ; 6.507,
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
W v2
V = 160(Ds)-1 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 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.

Air blast With Monitorin
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
Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance ::pith the fgllcwing
formulas:
To convert U (psi) to P (dBL):
U = 82 (D/Wo.33)-i2
P = 20 x log (U72.9x10-9)
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 blastioverpressure shall not exceed 129 decibels, for the purposes of this
Section.

Page 9
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
rnrrPrti-re nrtinnc gnnrnvPd by the r?PnartmPnt are taken. HowP_.vP_.r; blasting
-r-r•-.-- 1 -r- u
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. Fyyrock 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:
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.

Page 10
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 Raleigh 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 to prevent inadvertent public
access. In addition, a minimum 20 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 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. Vegetated earthen berms shall be located and constructed as shown on the
Mining and Erosion Control Plan Map received December 22, 2016. 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.

Page 11
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 Division of Energy, Mineral and
Land Resources, 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 Energy, Mineral and Land .
Resources considers the following materials to be "mining refuse" (in addition to
thnca cncmrifirralhr lictpri iinripr r, q 7Q-Qq 11Al of tha N r. Mininn Art of 1A711
2.
3.
4.
5.
6.
on -site generated
conveyor belts
wire cables
v-belts
land clearing debris
steel reinforced air hoses
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 Energy, Mineral and 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
E. Used, clean concrete shall only be allowed on permitted quarry sites that have
obtained a valid air permit and are allowed to operate crushing operations for the
purposes of recycling and reuse provided that the following conditions are met:

Page 12
1. Appropriate quality control measures shall be taken when the used
concrete arrives onsite to ensure that all such concrete processed onsite
is clean, inert material.
2. Used, clean concrete shall be temporarily stockpiled and processed within
existing approved affected areas draining to existing approved erosion
and sedimentation control measures.
3. No used, clean concrete material shall be permanently disposed of onsite.
4. Any foreign material that may be found within the used concrete must be
separated from the concrete and properly recycled or disposed off -site.
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.

Page 13
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
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
excavatinnc 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:
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 14
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.
throuah E.
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
on Detail Sheet, Sheet X-3, dated July 2008.
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 15
This permit, issued August 26, 1988, modified December 4, 1992 and April 21, 1995,
renewed October 1, 1998, and modified May 21, 1999 and March 19, 2002, is hereby
simultaneously renewed and modified October 31, 2008, modified October 26, 2009
and January 12, 2015, is hereby modified this 24th day of January, 2017 pursuant to
G.S. 74-52.
avdrvo&S
dcy E. Davis, Director
Division o En gy, Mineral and Land Resources
y Authority of the Secretary
Of the Department of Environment and Natural Resources

• a
MINING CHECKLIST FOR ROUTING
Applicant's Name: Q 15 h. l a,,ko Q led ProjectName: 0,, ( AGY
Applic./ Permit No:—J-IL-13 County: I k Date Received.
Reoievxr: (A River Basin Name:
❑ Nev; ❑ Renewal <modification(inside permit bourdarivs)
❑ Modification (outside permit ndanes) ❑ Transfer ❑ Release
❑ Partiai Additional Information ❑ Fee Needed:6 ❑ Fee Received: $
Please route entire application package to;
iivvy�,
�-P. Q �a/ Regional Offiee(i mmplere eapirs;aercrh tk"LQS Rogiorul Df)oe Mining Applvasian Review
Chailie to mewp mdattach both the DWQmd DWR"Adwas Appluxam Review Form"to the color ropy; and 6k mpin to the Regimd
Engineer)
Date: Routed l 3 Reed
❑ DivisionofWatee Resources Date: Routed I Reed
--
❑ NC Wildlife Resources Commission Dote: Routed Redd
❑ US Fish & Wildlife Service Date: Routed Redd
(Only need appPamimmaed modificaion requests that add land to the perm t)
Please route first d pages of the application and any location maps to
❑
Division of Parks b Recreation
Date: Routed
Reid
❑
NC Geological Survey Section
Date: Routed
Reed
❑
Division of Marine Fisheries
Date: Routed
Reed
❑
Division of Soil all Water Conservation (plus LEA)
Date: Routed
Rec d
(Only xwapp6mtimuand ntakfcatimrrequem that add lead to the p t)
❑ Di^ on Archives?r History Date: Rca:ed Reed
(Only arms "Noi ts)
❑ Other: Date: Routed Reed
** Suspense Date for Comments: 1 a 1 (no later than zs drys from receipt)
❑ Please note the following: 13) ad
A"JP11 11A)

e
BOB
BBB
RECEIVED
DEC 22 2016
LAND QUALITY
MINING PROGRAM
BBBHanson
HEIDELBERGCEMENTGroup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centro Blvd Suite 100
Morrisville, INC 2756U9626
December 20, 2016 T-1 9193802510
1 V`
Ms. Judy Wishner
Assistant State Mining Specialist
NCDEQ - Division of Land Resources ---��
512 North Salisbury Street
Raleigh, NC 27604 �-
Subject: Hanson Aggregates Southeast, LLC - Holly Springsly Springs Quarry
Response to December 6, 2016 Land Quality Request for Additional Information
NC Mine Permit No. 92-13 Mine Modification Application Submittal
Dear Ms. Wehner:
Hanson Aggregates Southeast, LLC is pleased to respond to the December 6, 2016 letter from
your Department requesting additional information. Please see the below responses prepared by
Draper Aden Associates. Attached you will find revised M&ECP-1 and X-5 Mine Maps with
highlighted notes addressing the Department concerns. A revised set of calculations with
narrative has also been included.
Specific responses to the comments are as follows:
Please explain how the flow (Q(25)) was arrived at for basin calculations.
Response: Calculations for Sediment Basin No. 20 and supporting
documentation can be found on the attached revised E&S Modifications
packet. Flow (Q(25)) was calculated using the rational method. Additional
information with regard to the data inputs has been included in the revised
calculations.
2. Provide complete supporting calculations for proposed slope drains. Provide inlet and
outlet protection.
Response: Supporting slope drain calculations are included in the revised
calculations of the E&S Modifications packet. Slope drain inlet and outlet
protection details have been added to the revised X-5 Mine Map.
3. Provide supporting calculations for diversions at top of new fill slope and access road
ditches not draining into the pit area. Provide a pond maintenance Schedule.
Response: Supporting calculations for the diversion berms above Sediment
Basin 20 are included in the revised calculations of the E&S Modifications
packet.

As discussed with Mr. Tyrus Clayton, Jr., PE, the access and haul roads on
the mine site do not have road side ditches. They are constructed with
safety berms on the downhill side of the road way. These berms serve both
as safety berms and diversion berms to route water to rock filter exits for
sedimentation control. These rock filters are field located at natural low,
points in the road profile, not more than 200 feet apart. A new detail for this
has been added to X-1_
Maintenance notes have been added to the Stone baffle detail on Mine Map
X-5.
The stone baffles shown in the existing Detention Ponds #2 and #3 are being
added to assist the mine operators with sediment cleanout of the ponds.
These ponds are located below several proposed and existing sediment
removal devices. However, over the life of the site, sedimentation has
occurred in this pond. These ponds serve as the primary water supply for
plant operations and are in need of cleaning to restore the capacity. All
sediment removed will be placed within an area of the mine that either drains
to the pit or to a constructed sediment control device. A note to this effect
has been added to M&ECP-9 Mine Map.
4. Provide measures to prevent potential scouring of sediment basin berm from the
diversion and slope Ur dif �j.
Response: Rip rap pads are shown on X 5 Mine Map where flow from
diversion ditches enters the basin. Rip rap pads have been added where
flow from slope drains enter the basin.
5. Provide stabilization methods for basin berm slopes (both up & down stream). Provide
proof that the rip rap baffles meet the baffle requirements in the Erosion & Sedimentation
Control Manual. Provide proof that the required basin storage has compensated for the
area displaced by the stone baffles. Provide a clean out and/or replacement schedule for
the baffles.
Recnnncp- Stahili7atinn mathnrl_c inr_lijrlinn lininn with "race. arP chnwn nn
the revised X-5 Mine Map. Calculations have been revised to show adequate
storage in Basin 20 with the stone baffle displacement included.
Water Detention Ponds #2 and #3 were not designed for sedimentation; they
are storage ponds that provide water to the plant operations. Rock baffles
are proposed to provide access for cleaning the ponds and restoring
available storage space.
A clean -out and/or replacement schedule has been added to the X-5 Mine
Map, and it is no different than normal basin maintenance: the ponds are
cleaned when sediment has reached 50% of total depth. The proposed stone
baffles are constructed with shot rock to provide heavy equipment access
and a Class B filter mat for sedimentation and flow control. If the Class B
inlet mat becomes plugged, the inlet mat can be cleaned and re -installed.

J i i
The detail shown on Mine Map X-5 has been revised and maintenance notes
added.
6. Provide the slopes for the fill area on the sediment basin plan view. Provide a
construction sequence for the fill area and include staged revegetation.
Response: Slope details are shown on the sediment basin plan view on the
revised X-5 Mine Map. A fill area construction sequence, includin_q sta__ged
revegetation, has been added to the revised X-5 Mine Map.
7. Provide supporting calculations for pipe with a dissipation device for the crossing
diversion above Sediment Trap #5. Provide calculations for existing pipe below existing
retention pond #3.
Response: There is no pipe near the existing Sediment Trap #5. The existing
diversion berm has been constructed and lined with rock to allow for the
existing access traffic to pass over the diversion berm.
The calculations for the Detention Pond #3 outlet structure pipe was
approved years ago and will not be affected by this modification. The new
access road will be located on and existing road bed located on the top of
the Detention Pond #3 dam. There are no access roads or disturbance
planned downstream of the dam.
8. Provide proof that the existing culvert and dissipation device are adequate to Dandle in
flow from access road ditches. Provide calculations for the pipe, ditches & dissipation
device.
Response: The proposed access roads surrounding Retention Ponds #2 and
#3 will facilitate accessing the rock baffles for pond maintenance activities.
The roads are proposed to be located on or near old road beds. There will be
minimal impacts from the proposed access road and minimal added water
run-off to the same Retention Ponds.
q Prnvidp rlparpr limits of rlistiirhanra fnr nit pxnnncinn nrpa nnrd fnr nnnrd maintpnanrp
access road.
Response: A zoomed in view of the pit expansion has been included on the
Mine Map M&ECP-t. The existing haul road will be extended westward below
the proposed Sediment Trap #6 and all drainage will flow to the pit area. The
former limits dash line is shown in gray, while the proposed pit limit is
shown with a black dash line. The expansion is needed to provide proper
sloping from the extended haul road to the top of the pit.
The limits of the pond access roads will be per the new detail located on the
revised X-1 Mine Map.

0 0
Enclosed please find the following:
- 1 (one) original set of revised mine plans, M&ECP-1 and X-5, and 1 (one) copy
- 1 (one) original set of revised E&S Control Modifications calculations and 1 (one) copy
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone] or by email: Jack. Garveya-hanson.com . You may also contact
Tyrus Clayton of Draper Associates at [phone] or by email: [e-mail] .
Sincerely,
Jack Garvey, nvir I Manager
Enclosures:
cc: Toby Lee, NC Operations Manager
Nick Thornton, Plant Manager
Tyrus Clayton, P.E., Draper Associates

E&S CONTROL MODIFICATIONS
HOLLY SPRINGS QUARRY
HANSON AGGREGATES SOUTHEAST, LLC
Mining Permit 92-13
RECEIVED
DEC 2 2 20%
LAND QUALITY WAKE COUNTY
MININGPROGRAM NORTH CAROLINA
ISSUED BY """"""I'll,
DRAPER ADEN ASSOCIATES ,.�`��'(N . ------
Project R14315N-01G :'pQ'Q,oFeSS104
December 22, 2016
SEAL =
028909
1212212016 �1
N E
ili
C
Draper Aden Associates
F;ngmccrmg • Surveying ♦ Environmental Serviccs
46 West Washington Street — Coats, North Carolina 27521
Phone: [phone] -Fax: [phone] — www.daa.com
License No. C-0861

•
LI
MARRATIVF
The calculations attached are for the expansion of the leased asphalt plant site located within the mine
limits. These areas were not previously depicted in the 2014 modification application packet. The
revisions and modifications now shown are as follows:
Enlargement of the Asphalt Plant Storage Area: The existing asphalt plant lease area is located
immediately to the north of the mine plant site. This area is proposed to be expanded in size to the west
of the current area. This expansion will require soil fill to be placed to level the storage area expansion.
Drainage from this area will drain to the east and down the new slope via rock lined channels. A new
sediment basin (Sed Basin #20) will be constructed between the new slope and on the eastern side of the
existing Retention Pond #1. Drainage from Sed Basin #20 will be into the retention pond.
Attached are the calculations for Sediment Basin #20 and the rock lined slope swales and diversions.

i
20 to SB
Drainage Area, A: 12 acres
Disturbed Area: 6.30 acres
Runoff Coefficient, C: 0.73
Time of Concentration, To 8 min.
Rainfall Intensity, I
2-year: 5.07 in/hr
10-year. 6.48 in/hr
25-year: 7.14 in/hr
Runoff, Q=CxlxA
2-year:
44.41 fe/sec
10-year:
56.76 felsec
25-year:
62.55 fe/sec

SEDIMENT BASIN SB 20 (RISER & BARREL)
Pro ecl: Hanson A re aces
Project;, R143M-OIG P Date: 6.17.16 Draper Aden Associates
.,�► Y
BY APM `Q Engineering • .Sunxrirrg • F,nrimrmrernnf .Am•icer
Basin Sizing
10-year runoff
(Disturbed Area), Q,e: 56.76 113/sec
Disturbed area: 6.30 acres
Volume required = 1800 ft' per acre disturbed area
=1800 X 6.3 =
11,340 113
Surface area required = 435 ft2 per ft3/sec 0,0
-e3
24.691 f12 -
Skimmer Sizing
Maximum water volume: 35,770 ft3
Max. Dewatering Time:
96 hrs
Minimum Skimmer Size:
4 in
Factor to drain in 4 days:
6404
2
O.Doo In
Onfice diameter=
2.67 in
Basin is irregular
Baffle Sizing
G.Acnn ele.mY.nn
LIe:nM4 N
V
Bottom elevation: 323
Side slope ratio: 2h : 1v
Pending depth: 2 ft
Top Width: 14 ft
Side slope ratio: 3 h: 1 v
Base Width = 4 x 3+ 14
p
Surfar_a width: 77 a
= 26 ft
Surface length: 325 ft
Top Area = 14 x 200
Surface area = 77 x 326 =
LIW = 4.22
= 2800 ft'
YdWme
25,025 ft'
ADEQUATE
Base Area = 26x200
Bottom width: 65
5200 ft3
Bottom length: 313
Volume =(2800+5200)12 x3
Bottom area = 65 x 313 =
P.�k&
/ Vplum4
= 12000 ft
20345 it'
Rock Volume = 0.8 x 12000
Pending volume = (25025 +20345) 2 x 2 - 9600
9600 ft3
= 35,770 ft3
ADEQUATE
Spillway Design
Principal Spillway
Emergency Spillway
Risers & barrels, C.M.P.
Trapezoidal channel
Basin Bottom Elevation:
323.0
Emergency Spillway Crest Elev.:
326.0
Principal Spillway Crest Elevation
3250
Emergency Spillway Width:
24.0 it
Riser Diameter.
36 in
Side Slope Ratio:
30 it hlft v
Riser Circumference =
9 ft
Riser Capacity @1.0 ft head=
460.62 ft31sec
Barrel Diameter.
36 in
Water Depth:
0.66 ft
Barrel Area, A =
7.069 ft2
Area, A:
17.15 ft2
Wetted Perimeter=
9.425 ft
Wetted Perimeter:
28.17 ft
Hydraulic Radius, R =
0.75 ft
Hydraulic Radius, R:
0.609 ft
Roughness Coefficient, n:
0.024
VR:
2.25
Barrel Slope, S:
0.020 ftlft
Roughness Coefficient, n:
0.050 RipRap
Velocity, V=1.49MXRa'xS'r-:
7.24 fUsec
Slope, S:
0.030 fUft
Barrel Capcity =
102.36 ft3fsec
Velocity, V=1.49lnxR2%S'r':
3.70 fUsec
Principal Spillway Capacity =
i02.36 n'Ism
Emergency Spillway Cepacit Iv.
63.45 n'lsec
Required Capacity, 021
62.55 ft'feec d-
Tap of Embankment Elevation:
327.0

Permanent Slope Dmins Report
taMl
Boyyui
rnemel aope..
noimvl oepm
w,otlN Bmimwem
HMIan C//1M1
moo
am=
on sm 'a.w
mlL cm�l
0A
a.m=
DM
BIi 5m
soma, aan/a
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om000
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sm
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ngla5ae Sep/ au®[oeON
(rtm M-N1`
frtmlx Nl
.t f?'pi •.
�
n2....
5w
5Ao
152D
0.55
Sao
Soo
mm
0.n
500
500
1622
0,57
UR CLASS 1 F?JA RAP
x,w sp ftso nc.M.r JOLILMaj
O
•

L
Worksheet for Diversion
Project Description
It.", '�, ,
.. `-'
, ,.! :� , 4
Friction Method
Manning Formula
Solve For
Nomlal Depth
Input,Data '.
d� nl ya"°=71tz
rr ".
', raY;:1'
Roughness Coefficient
0.030
Channel Slope
0.02000
itle
Lee Side Slope
3.00
"(H:V)
NHt—F
Right Side Slope
3.00
Ml(H'V)
D6,..I a F�zmaaeN
Discharge
13.00
fl'Is _}RZ
�or1
s
Normal Depth
10_`it
rr ``II
—A T4� S�11s eta St IX
Flow Area
304
fl2
Akfb 'DhliSN T s %CIE UP
Wetted Personator
6.37
it
5ER_m pis-i a aF L`NEMDo
Mvemurin_ Radiq[
0.40
ft
Top Width
6.04
e
Critical Depth
1.03
e
Critical Slope
0-01755
(1
Velocity
4.28
vs
Velocity Head
0.28
f1
Specific Energy
129
it
Frauds Number
106
Flow Type
Supercritical
GVFe Input. Data ,4.
tt
%. "}*
;. kY: w
Downstream Depth
0.00
ft
Length
OdO
it
Number Of Steps
a
GVFOotput Data
"+*_ +
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
con
ft
Downstream Velochy
Infinity
fans
Upstream Velocity
Infinity
els
Normal Depth
1.01
ft
Critical Depth
1.03
ft
Channel slope
0.02000
Po0
Critical Slope
0.01755
0/fl
Base" Systems. Inc. HBe91BE Measure Suliama6yAlarMaster V& 1SELECTserles 1) 106.11.01.031
1213L201612:41:52 PM 27 Slemons company Drtye Sued 200 W Watertown, LT 0 795 eSA `1303-755d666 Page t of 1

Kro
Energy. Mineral
and Land Resources
ENVIRONMENTAL OUALITv
40
December 6, 2016
Certified Mail
Return Receipt Requested
7013 2630 0001 8998 9150
Mr. Jack Garvey
Hanson Aggregates Southeast LLC
2101 Gateway Centre Boulevard, Suite 100
Morrisville, North Carolina 27560
RE: Holly Springs Quarry
Mining Permit No. 92-13
Wake County
Cape Fear River Basin
Dear Mr. Garvey:
PAT MCCRORY .
commar
DONALD R. VAN DER VAART
Sxamry
TRACY DAVIS
Direnor
We have reviewed the modification request your company submitted for the referenced
mine site. However, the following information is needed to continue processing your
application:
1. Please explain how the Flow (Q(25)) was arrived at for basin calculations
2. Provide complete supporting calculations for proposed slope drains. Provide inlet
and outlet protection.
3. Provide supporting calculations for diversions at top of new fill slope and access
road ditches not draining into the pit area. Provide a pond maintenance Schedule.
4. Provide measures to prevent potential scouring of sediment basin berm from the
diversion and slope drains.
5. Provide stabilization methods for basin berm slopes (both up & down stream).
Provide proof that the rip rap baffles meet the baffle requirements in the Erosion &
Sedimentation Control Manual. Provide proof that the required basin storage has
compensated for the area displaced by the stone baffles. Provide a clean out
and/or replacement schedule for the baffles.
Sm,e oCNo h Cnmlinn I EnvVO=enml QuEiry I Ewro, Minn/ and Imd Ramna,s
1612 Mal Smice Amer 1 512 N Sdiftiy SL I RaleioI NC27699
9197079200 T

C:artifiPH Mail
Mr. Garvey
fl T.
rage 1 wo
6. Provide the slopes for the fill area on the sediment basin plan view. Provide a
construction sequence for the fill area and include staged revegetation.
7. Provide supporting calculations for pipe with a dissipation device for the crossing
diversion above Sediment Trap #5. Provide calculations for existing pipe below
existing Detention Pond #3.
8. Provide proof that the existing culvert and dissipation device are adequate to
handle in flow from access road ditches. Provide supporting calculations for the
pipe, ditches & dissipation device.
9. Provide clearer limits of disturbance for pit expansion area and for pond
maintenance access road.
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 513.0013, 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.
Certified Mail

Mr. Garvey
Page Three
Please contact me at [phone] if you have any questions.
Sincerely,
udith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE

Wehner, Judy
From: Harris, Brenda M
Sent: Thursday, December 01, 2016 1:26 PM
To: Boyer, Janet; Wehner, Judy
Subject: FW: WRC Comments for Holly Springs Quarry Renewal
Attachments: Mining Permit Modification 92-13 Holly Springs Quarry (Wake) - r4CWRC.pdf
From: Garrison, Gabriela
Sent: Thursday, December 01, 201611:08 AM
To: Harris, Brenda M [e-mail]>
Cc: Rundle, Kirk R <[e-mail]
Subject: WRC Comments for Holly Springs Quarry Renewal
Good morning,
I have attached comments in reference to the proposed permit modification forthe Holly Spring Quarry (92-13).
Thank you,
Gabriela
Gabriela Garrison
Eastern Piedmont Habitat Conservation Coordinator
NC Wildlife Resources Commission
Sandhllls Depot, P.O. Box 149
Hoffman, NC 28347
Office and Cell: 910-409-7350
ga b riela.ga rrison @ ncwi Id life.o r¢
Email correspondence to and from this sender is subject to the N C Public records Law and may be disclosed to third parries.

in in
FO North Carolina Wildlife Resources Commission 9
Gordon Myers, Executive Director
iUT I M UV 111111 INAN bil]Uv
TO: Brenda M. Harris, Mining Program Secretary
Land Quality Section
FROM: Gabriela Garrison
Eastern Piedmont Coordinator
Habitat Conservation
DATE: December I, 2016
SUBJECT: Mining Permit Modification for Hanson Aggregates Southeast, LLC, Holly Springs
Quarry— Permit No. 92-13, Wake County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the subject
permit application. Our comments are provided in accordance with provisions of the Mining Act of 1971
(as amended, 1982) (G.S. 74-46 through 74-68 15 NCAC 5).
The applicant is requesting a modification of their permit to mine granite. The total permitted area is
286.32 acres. The modification involves 4.75 acres within the previously approved permitted boundary.
The applicant proposes to expand the existing tenant asphalt plant storage area. A new sediment basin
will be constructed and drain into Retention Pond t11. Lastly, the Pit area will be expanded by 75 feet in
the area north of Retention Pond H3. Access roads and stone baffles will be constructed around Retention
Ponds 82 and 43.
As indicated in previous renewal and modification documentation (Shari Bryant, NCWRC, August 22,
2008), the operation discharges stormwater mid groundwater. A minimum 50-fool undisturbed buffer
will be maintained between mining activities and natural watercourses on the site. Final reclamation
includes an open water area; the plant and stockpile areas will be seeded with grass. Ms. Bryant noted
that according to the reclamation plan, Jim Branch would be excavated. The NCWRC questions if it
would be feasible to relocate the stream channel using natural channel design. Excavation would
eliminate aquatic and terrestrial wildlife habitat, whereas constructing a natural channel and establishing
riparian buffers would restore some of the lost aquatic and terrestrial wildlife habitat and further minimize
impacts to wildlife resources
Jim Branch and its tributaries flow through the site. Jim Branch is a tributary to Shearon -Harris Reservoir
in the Cape Fear River basin. Shearon -Harris Reservoir supports a diverse fishery including sunfish
(Lepomis spp.), crappie (Pwuoxis sp.), catfish (Iclaturus sp.), and largemouth bass (Microplerus
salmoides).
Mailing Address: Habitat Conservation , 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

Page 2 • 0
December I, 2016
Holly Springs Quarry
Permit No, 92-13
If the permit is modified, the NCWRC offers the following recommendations to minimize impacts to
aquatic and terrestrial wildlife resources:
A minimum 100-foot undisturbed native, forested buffer along perennial streams and a minimmn
50-foot undisturbed native, forested buffer along intermittent streams and wetlands should be_
maintained between any mining, construction or land -disturbing activities. 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 site. In
addition, these buffers will provide a travel corridor for wildlife species. Grassed buffers,
particularly fescue, do not provide the necessary and highly valuable functions that forested
buffers provide. Sediment and erosion control structures should be located outside of the buffers.
Water discharges from the site should be proportional to the size of the receiving stream.
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 various detrimental
effects on aquatic resources, including destruction of spawning habitat, suffocation of eggs and
clogging of gills.
If the open water area is stocked with fish during reclamation, only native piedmont fish species
should be used. A stocking permit may be required to stock any species of fish, mollusks or
crustaceans. Applications for a stocking permit are available at http:Ihvww.Iicxvildlife.oi, . There
is no fee associated with the permit application process. Please contact Kirk Rundle, District
Fisheries Biologist, at [phone] or kirk.rundle g,ncwildlife.org for additional information
regarding fish stocking and the need for a stocking permit.
r1,,,,1a;,Ier . seed -mixtures tunes that e beneficial to , „1.4i;� r. „ i;r , �� ;
�.vu�JU using lr'�g Se�.0 �ii in iw �.o �iicu are �. VVL\.l lb.G1 L rr ���iu k1.6.3 ii uu r'raiLii .ie 3. 1 grai / III
the reclamation plan. An exact seeding mixture would need to take into account soil types,
moisture, pl-I and degree of slope of areas to be stabilized. Relatively shallow sediment basins
can be reclaimed as wetlands where practicable. Further information and ideas on establishing
vegetation or incorporating other measures that are beneficial for wildlife is available upon
request.
The use of biodegradable and wildlife -friendly sediment and erosion control devices is strongly
recommended. Silt fencing, fiber rolls and/or other products should have loose -weave netting
that is made of natural fiber materials with movable joints between the vertical and horizontal
twines. Silt fencing and similar products that have been reinforced with plastic or metal mesh
Should be avoided as they impede the movement of terrestrial wildlife species.
Thank you for the opportunity to comment on this permit modification. If I can be of further assistance,
please call [phone] or email gabricla.�-,arrison cr,ncwildlife.org.
cc: Jack Garvey, Hanson Aggregates Southeast, LLC
ec: Kirk Rundle, NCWRC

W
I.og In N: J�/—
DPR/RRS Mining Permit Application Review
RRSContact: L. IfCYL)N
Name of project:
County: .bzpJjF1
I.
Proposed activity is V is not _ within 5 miles of a public park
�� or recreation area.
If yes, identify the park:
Managerlagencyname:
nor.
(contact name): LY-Ad} �iPfSD(� I i'J �(\ iv�Gr_f\0.c:Rr
(phone; fax):
(e-mail)'.
o\
Review conducted by: Date:
PLEASE. RETURN COVER SHEET ONLY WITH YOUR REVIEW/COMMFNI;S. YOII MA V
ALSO E-MAIL YOUR RESPONSE AND/OR COMMENTS/QUESTIONS TO:
st eve.l iv inesi o n e(i4ne na rks.eov
THANKS!
Return to:
Steve Livingstone
[phone]
sleve.livingstonc ncpark5.gov
DENR/Division of Parks & Recreation
1615 MSC
Raleigh, NC 27699-1615

0
PAT MCCRORY
Govenror
DONALD R. VAN DER VAART
June 2, 2016 Secreran-
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Mr. Michael M. Murphy, Director
Division of Parks and Recreation
FROM: Brenda M. Harris 1�
Mininq Program Secretary
Land Quality Section
SUBJECT: Mining Permit Renewal / Modification for Michael Dean Robinson
Duplin Minerals
rltirniin rr'.nLint%
TRACY DAVIS
Urracrar
Please find attached for your review a copy of the mining permit renewal / modification / transfer
request for the above referenced project
Plaace ravie;;� this information and ard� ise to the bakiNt f &,i operation having
.:__ Jul
n PI�..1 GUY Pa Lv LI Ic f/IVUP UII ILY VI LI VdrGI GIIIJII IId VIIIy unduly
adverse affects on the purposes of a publically owned park, forest, or recreation area (GS 74-51 (5).
Please respond by December 2, 2016 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.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wenner at (919)
707-9220 if you have any questions.
/bmh
Attachments
cc: Mr. Dan Sams
State of Non h Carolina I Environmental Quality I Energy, Mineral and band Resources
1612 Mail Service Center 1 512 N. Salisbury St, I Raleigh, NC 27699
919 707 9200 T

•
• PAT MCCRORY
c.n%V'k,
Water Resources
MEMORANDUM
TO:
FROM:
SUBJECT:
November 17. 2016
Ms. Judy Welder
Land Quality Section
DONALD It. VAN DCR VAART
S. JAY ZIMMERMAN
rfn'p..
RECEIVED
Michael Bauer P16 Nov 17 20M
Ground Water Management Branch LAND OBALITY
li; •;,; V ^ MINING PROGRAM
of Water Resources
Comments on the Mining Permit Modification Request for:
1-lanson Aggregates
Holly Springs Quarry
Wake County
Please fad attached a copy of the mining permit modification request for the above referenced project.
The Holly Springs Quarry, located in Wake County, does not appear to have an unduly adverse CITecl on
ground water supplies and has previously registered their withdrawals, with the Division of Water
Resources, as facility ID #034U-00 10.
Facilities are required to register their water withdrawals in accordance with the North Carolina General
Statute G.S. 143-215.22H. This statute 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 I for the previous year. The registration form may
be obtained from the following link:
hlto://www.ncwaler.nrg/Permits and RcoFigiraiinn/Water Withdrawal and TranslCr Registration.
Il'you have further questions regarding the water withdrawal registration please contact John Barr with the
Division of Water Resources at [phone] or email him [e-mail].
Sure ofNcM Caaline I Cnvimnmrnm[Oaaliry l Nato kaoonce
iou Maile iaue a 1 Raimgg NamCaraiina[i699-I611
m 919 707 9M

0 0
Energy, MIneral
and Land AME A_ NDUM
ENVIRONMENTAL QUALITY
TO:
FROM
SUBJECT
November 10, 2016
Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
A�'TL
Brenda M. Harris
Mining Program Secretary
Land Quality Section
PAT MCCRORY
Uaremor
DONALD R. VAN DER VAART
1'ec•relary
TRACY DAVIS
Uireclor
Nov 14 2016
Mining Permit Modification for Hanson Aggregates
Holly Springs Quarry DiV15101d qF WATER RES6t1
Wake County
N Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on potable water supplies (GS 74-51 (2). Please respond by December 2,
2016 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, 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.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
[phone] if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley
State of North Carolina I Environtnenlal Quality I Energy, Mineral and ]and Resources
16I2 Mail Sel'VICC CCnter 1 512 N. Salisbury St. I Raleigh, NC 27699
919 707 9200 T

Wenner, Judy
From:
Dupree, Joe
Sent:
Wednesday, November 16, 2016 9:31 AM
To:
Holley, John; Cole, Brad
Cc:
Wehner, Judy, Boyer, Janet
Subject:
Review comments for Holly Springs Quarry Modification.
Attachments:
Holly Springs Quarry (28-13) Modification Comments (11-16-2016).docx
Received 11-14-2016. Reviewed In office on 11-16-2016. Have not field checked due to other work load.
Package & file placed in John's office. If you need additional information, please advise. Have a good day.
Joe
Joe Dupree
Senior Environmental Specialist
NCDENR - Division of Energy, Minerals, and Land Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, INC 27609
O: [phone]
F:(919) 571-47113
Email correspondence to and "in this address is subject to the North Carolina Public Records Law and may be disdosed to third parties unless the content Is
exempt by statute or other regulation.

0 •
DIVISION OF LAND RESOURCES
November 1.6, 2016
MF.mnP AINTnTTm
TO: John Holley, Brad Cole
CC: Judy Wehner
FROM: Joe Dupree
SUBJECT: Comments for the modification of the Holly Springs Quarry
(92-13) permit in Wake Co. The site has not been visited due to work
load.
1.How was Q arrived at for basin calculation? Calculation sheet
has Disturbed Area in parentheses of 56.76 ft3/sec. Usually
see it as drainage area and in acres. Please clarify.
2. Provide complete supporting calculations for proposed slope
drains. Provide inlet protection.
3. Provide supporting calculations for diversions at top of new
fill slope. Provide calculations for pond maintenance access
road ditches.
4. To prevent potential for scour of sediment basin berm, suggest
that outlet of south channel slope drain be skewed to north.
5. To prevent scour of northern channel into basin, extend rip
rap a minimum of 5' beyond toe of slope.
ti Tr-) cral-hi l i 7p ha.qi n hPrm .al nnPc; (1-)nt-h iin F, rinwn -,t-r,-am) caloap.gt.
covering with a suitable RECP after application of seed & soil
amendments or rip rap. To the extent possible, the rip rap
baffles should be spaced per E&SCM & in -coming run-off should
naaa Hn- niir�l.i at least 2 hafflaa
_ .
7. What is angle of fill slopes. Suggest that slopes be stabilized
in manner mentioned in the previous statement.
8. Until the diversions & basin are installed & stabilized, add
additional silt fence with silt fence outlets for the initial
land disturbing activities at asphalt plant, pit expansion &
for the construction of pond maintenance access roads.
9. Provide supporting calculations for pipe with dissipation
device for crossing diversion above Sediment Trap #5. Provide

calculations for existing pipe below existing Detention Pond
#3.
1C.Is existing culvert & dissipation device adequate to handle
in flow from access road ditches. Provide supporting
calculations for pipe, ditches & dissipation device.
11. Provide clearer limits of disturbance for pit expansion
area & for pond maintenance access road.
12. Is ST-6 to be affected or removed for pit expansion? If
so, provide decommissioning sequence.
If there are any questions, please advise.

Wehner, Judy
From:
Garvey, Jack H (Morrisville) USA <[e-mail]
Sent:
Friday, November 11, 2016 3:49 PM
To:
Holley, John
Cc:
Wehner, Judy, Tyrus Clayton ([e-mail]); Boyer, Janet
Subject:
RE: Holly Springs Proposed Asphalt Yard Expansion
John,
Since we didn't hear from you regarding the modification discussed in the below email correspondence, we
submitted the application on 11/7/16. We are still open to meeting with you tc discuss the project should you
deem it necessary. Thanks.
Jack Garvey
Environmental Manager
Hanson Aggregates Southeast, LL.0
2101 Gateway Centre Alva, Salle 100
Morrisville. NC 27560
Tel [phone]
Cell: 3366697565
Fax: [phone]
Jack nvay®hanson.com
w .hanson.com
From: Garvey, Jack H (Morrisville) USA
Sent: Friday, October 07, 2016 12:20 PM
To: Holley, John
re- 'Ulohnpr Lnly' Tarim rinytnn rh.n,<nrt�h, n rnm)
Subject: Holly Springs Proposed Asphalt Yard Expansion
Hanson Aggregates — Holly Springs Quarry
NC Nine Permit No. 92-13, Wake County
John,
Our Asphalt Plant tenant needs additional yard space, and Draper Associates has drawn a draft plan to do so,
including the proposed Sediment Basin SB-20. A draft expansion description with supporting calculations has
been attached to this email, as well as blow ups of the relative portions of the mine map.
On the attached maps, Sheet 1 of 5 shows the existing asphalt plant area shaded in green and the proposed
expansion area w/basin shaded in yellow (not to be confused with the yellow buffers shown outside of the
project area).
Thp nrnnn<pd hacin CR-9n will food the axi ono Watpr Rptpntinn Pnnd 91
Sheet 2 of 5 shows construction details forthe basin installation and location of the permanent slope drains.
Sheet 3 of 5, which is part of the proposed Mine Map X-4, shows the basin specs.
Sheet 4 of 5, also part of Mine Map X-4, shows the permanent slope, baffle, and riser details.
Sheet 5 of 5, shows an area in the SW quadrant of the property. Hanson plans to install some rock baffles in
the existing water retention ponds #2 and t!3 to provide better and more concentrated sediment control. We
would like to install access roads to these areas so the basins can be better maintained.

Draper can be ready to submit the mine modification application in the next couple of weeks, but we are
forwarding this project summary to you to see if you think a pre -meeting is necessary, and are there any
concerns you see or envision based on the attached information. We look forward to hearing from you.
.iacn mar vcyi
Environmental Manager
Hanson Aggregates Southeast, LLC
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560
Tel: [phone]
CO: 336 669 7565
Fax: [phone]
Jack. GarveyRhanson.com
www.hanson.com

• o
I I MINING CHECKLIST FOR ROUTING
Applicant's Name: 1`� Al 5 W1 �A A ale!) PioiectName: iUd A SOW¢' N�
n. o! _
Applic,J Permit No: `T -13 County: I Q r Date Received ` I
Revietoer: I River Basin Name: A
❑ Near ❑ Reacted I(Modification (inside "it lmmsndaries) '
❑ Modifirdia (outside permit homdaries) ❑ Trmufer ❑Relmce
❑ Pariia Rele¢se ❑ Aw simmi Informaeim ❑ Fee meaed: S L11/Fee Reasioed: i f aa()
ens route entire applcation package to: , s--�
KA.Q,I.G Rigl^nap*v aA n "tQsaegwwlOffmManaAWicaim4view
Cluiilttt"maempyaadawmkbA D'WQ,''st DWR ming Applvn'mmReview Fom" w tk adwmpp mdboth apies to dw Regional
Engineer) //�(;
Date: Routed+//1Recd G!/ 1! I�'far of Water Resources Dote: RoutedRec d !
�,•NC Wildlife Resources Commission Date: Routed Rec'd
❑ US Fish b Wildlife Service Date: Routed Reed
(Only new appbassmu and modifuatiau regvens not add lad Mthe "a)
Plem route first3 pages of the application and any location maps
to
❑
Division of Parks all Recreation
Date: Routed
Reed
❑
NC Geological Survey Section
Date: Routed
Rec'd
❑
Division of Marine Fisheries
Date: Routed
Reed
❑
Division of Soil all Water Conservation (plus LEA)
Date: Routed
Reed
(Only new appltc m and modlfimtwmu revues Ad add Ind m tk imait)
❑
DioisivnofArchivesbHisr_;,
Date: Retard
(Orly new appRrav)
❑
Other:
Date: Routed
Reed
** Suspense Date for Comments: I &0IG (w L er than g days from receipt)
Gw a t a0 !6
nl"",. "...... tin....:...

\J
0
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
w November 10, 2016 Secretary
Energy, Mineral TRACY DAVIS
and Land Resources
ENVIRONMENTAL QUALITY
Director
MEMORANDUM
TO: Ms. Gabriela Garrison
Habitat Conservation Program Coordinator
Wildlife Resources Compiission
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification for Hanson Aggregates
Holly Springs Quarry
Wake County
Please find attached for your review a copy of the mining permit modification 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 December 2,
2016 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.
RFTI IIDN All APPLICATION ICATION MAT`RIA1 Q rl`.D FI ADO ITu vnuo nlc;rl101AI vf-%RA Ail=K1 T J
TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at (919)
707-9220 if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1512 N. Salisbury St. I Raleigh, NC 27699
919 707 9200 T

n
November 10, 2016
Energy, Mineral
and Land iM&yXNRANDUM
ENVIRONMENTAL QUALITY
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harris /"
Mining Program Secretary
Land Quality Section
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
RI lR 1Fr.T• hAininn Permit Mnrlifiratinn fnr Hnncnn AnnrAnates
Holly Springs Quarry
Wake County
® Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on potable water supplies (GS 74-51 (2). Please respond by December 2,
2016 so that we may complete our review of this request within our statutory time limits.
As is ttie case in our review of all Iiliiliilg perlilit applications, renewals and modifications, this
office will carefully review, 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.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
(Q1 Q) 7n7-Q)7n if vni tt have anv r Iactinnc
Ibmh
Attachments
cc: Mr. John Holley
State of North Carolina J Enviranmenial Quality J Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salisbury St, J Raleigh, NC 27699
919 707 9200 T

Lehigh Hanson Inc. Address inquires n . as to the accounts able customer response line at:
Lehigh H2111scin 300 E. John CaMter Fwy E-Mail: [h vendorsupporl@Ieugh Glillyencore
Surte 1645 qw TEL: [phone]
Irving 7X 75052
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O
Wehner, Judy
From:
Wehner, Judy
Sent:
Tuesday, November 08, 201611:12 AM
To:
Smith, Danny
Cc:
Holley, John; Dupree, Joe; Valentine, Thad
Subject:
92-13 DWR REVIEW SHEET 2013
Attachments:
92-13 DWR REVIEW SHEET 2013.doc
Here's the review sheet for the modification of the Holly Springs Quarry

Pmil this fomr to PDP Retum POP of this form to DEMLR CO by email. cc DEMLR R0, DWR SPU. Send a copy to the pemattep
MINING PERMIT APPLICATION ROW FORM •
forthe
DIVISION OF WATER RESOURCES
Project Name: Holley Springs Quarry DEMLR Permit # 92-13 County: Wake
Applicant's Email: [e-mail]
PERMIT ACTION TYPE: Modificatin
YES NO Date Commencing
rr rr
Have land disturbing activities
started? Date? I'r rt >1988
Latitude: 35.6054 Longitude:-78.8792
Please return comments to : Judy Wehner
SECTION BELOW TO BE FILLED OUT BY DWR
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments;_
Watershed/Stream Name & Classification:
DWR Compliance Status of Mine:
Does this mine (or previous owner) have DWR back fees to pay? If yes, amount:
Is this mine an active permit in BIMS?
YES NO
401 M etl`v aanndV7EerL regwred?
r t
-�
'*6 iej
r_r
' �
401 Wetland Cent. existing?
rf Permit A-
rl
r.Does DWRFRO have enough information to
determinota,401 certification isrrequired1?
_.._
r r "`. F
.aaa s 3k
I— t
Is an • & M Planneeded?
Me
', CJCif•J4v:-u E� �Vyk� � .G
ri :Lys .,K -;j
dN �� �
Does DWR RO suspect or know of nearbyl
wetlands to the site?
®
tIr d
IL , * t ♦y y
j
b Iht3
i� i 'Ifx c l
Rau gonlamhm 9nin

Print this form to PDF Rehm PDF of form to DEMLR CO by email. cc DEMLR RO, DWR SPU Send a copy to the pe"iffee.
a
Stream Determination Needed.
(
r
Ea ", rr a e ,� r �: - WVa"`si 'N"t .r .�''
Completed? �r
4 °fi' t:"
tf#
(
'T _
Y it `
IStreamfDeteyrmmatyon .. 3�
".'._ ,„r ..'.i = i.i!F
;_
�.. �:pill.:f..+:
Does DWR RO need a statement that no
wetlandslstreams are disturbed
F- (_
IF
forthis projectfrom applicant?
tiBLifferlDeterm_tnatianiNeed_ed?i x 1
f-(
,•`^ z�'
i I-( " w. ts>a ,rk "c
�.F ,'
s't ,'.. v �y fir.
r+� °e'
Buffer Determination Completed?
r(
r(
^Recyclesystemp_ermit+ez(stiogy?, i_'�ir'
r(Permit #y_. 't"�=ir(
r ?i`'�-1
_`
_* ILI
New Recycle System permit required?`
I-(
F
Enough information to determine?
NovdYs�charg°eypefmrtexstd9f?
{ ...'_.
...` m:.:.,
tr(Permit# ,.r.�
_ ..�..:,
r fUnknown.
Will wastewaters discharge to HQW waters
f-(
r (7Q10
Permittee
must
with a 7Q10=O? pp*
Flow:
—
determine.
6 17, �r+,.� ,�. _pr
�(HasViolahon j A
,x ,, ,�}`,
( O&M', Requirements
ai a
'
oi- ,� 1
r
�'
lip
.14. I 4'p-Li
!„'"
"�* j
(" (Payihacklfees or renew a
' ` �.. 2 ,' y;
�DoestulNR reggi�eaDEMLRnto'tiold°tFie�
(e g rsofDWR can�rewew It further or
r1P : +
f apr +'� '-
�permit
,,, „.t
pi, J. a
Ablit,e aus�eyDWRdrequires morrhe'rinformatlonj2'
�`r rq it
IeaOsehdescnbewthe reason tot
p Itk,!y.� s . r f
thoId the?Permits }` �iry,"„
rit
a .y
r
t C
° , r t' ` { i'' .!r* x 2 a. i'
i i -
RO contact
pit"
tP )
p,�
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F (Fi01dNUntl
N '�..F. C.i �r.�r.5. iln �
1ltp -..la. .1ti"'�..{ >_r....� }
�.y
Mine must wait to dewater until an O&M plan is
I--(
I-(
approved?
Reviewed bv:
DWR RO Surface Water Regional Office: Date:
RO Aquifer Protection Section: Regional Office: — Date:
RP„ gPMrmhPr cm 5

EA
t1R1UiNAL_
November 07, 2016
Ms. Judy Wehner
Assistant State Mining Specialist
NCDEQ — Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27604
RECEIVED
NOV 0 8 2M
LAND QUALITY
MINING PROGRAM
• uklej
❑■❑13130
°' ° Hanson
HEIDELBERGCEMENTGroup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560-9626
Tel [phone]
Fax [phone]
www.hanson.com
Subject: Hanson Aggregates Southeast, LLC — Holly Springs Quarry
NC Mine Permit No. 92-13 Mine Modification Application Submittal
Dear Ms. Wehner:
Hanson Aggregates Southeast, LLC is submitting a_m_i a permit modification application to
I., 61, ..1:.. �!- ..4 L...IL .�.1....!-..L.. TL - ..1 .. L__u-.1--.a 1-
e1-1 lar ge LI IG exl�Lll Ig LCI IdI IL asNl IdIL I.Jldl IL JLU, age ar ea. A I IC UU1 I el IL dbpl IdIL �.11dl IL MdJe dr ea Ij
located immediately to the north of the quarry plant site. (See Map # M&ECP-1) The
proposed expansion area is west of the existing asphalt storage yard and will require soil fill,
to reach current grade. Drainage from this area will drain to the west and down the new slope
via -rock lined channels. Sediment Basin #20 will be constructed downstream of the new
slope and will drain into the existing Retention Pond #1. Calculations for the erosion control
and a project narrative are attached, and Map # X-5 shows enlarged erosion control details
for this project.
Also, included in this modification is a request to expand the Pit area another 75-feet,
acres) in the area justinorth. of -the existing Retest on Pond #3 to accommodate proper slope
to aul{roadylocated"in the Pit. In this same area`in the so a liuthwest"quadrant of the property,
Hanson plans to better maintain and service the existing Retention Ponds #2 and #3 by
installing access roads around the ponds and install stone baffles as shown on Map #
,M&ECP-1.
The enclosed check #213721185 was made out for $1,000.00, and yet, the proper fee for a
modification for less than 25 acres is $7,500.00. Hanson requests the Department hold the
extra $250.00 and apply it towards the upcoming Gardner mine permit renewal submittal.
Enclosed please find the following:
1 (one) orlainal mine application and 4 (four) copies
1 (one) original set of erosion control calculations and 4 (four) copies
1 (one) original set of mine plans and 4 (four) copies
1 (one) Check No. 213721185 for $1,000.00 mine permit modification processing fee

u
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], and you may also contact our contracted engineer, Tyrus
Clayton: [phone],
Sincerely,
�cer ��yely
,
U
.tack Garvey, Environmental Manager
Enclosures:
cc: Toby Lee, NC Operations Manager
Nicholas Thornton, Plant Manager

• 0
NORTH CAROLINA
MINING PERMIT APPLICATION
State of North Carolina
Department of Environment
and Natural Resources
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
Revised: February 24, 2012
Mine Permit Modification, Application
Hanson Aggregates Southeast, LLC
Holly Springs Quarry, NC Mine Permit No. 92-13
Holly Springs, Wake County

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Holly Sprin ys� Quarry County
River Basin Cape Pear
Latitude (decimal degrees to tour places) 35.60260
Longitude (decimal degrees to four places)-78.8776*
2. Name of Applicant* Hanson Aaereaates Southeast, LLC.
3. Permanent address for receipt of official mail** 2101 Gateway Centre Blvd, Suite 100
4. Mine Office Address 7000 Cass I -loll Road Holly Smines, NC 27540
Telephone [phone]
5. Mine Manager Nicholas Thomson. Plant Manager
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 he cause for permit
revocation. /A/ /
***SignatureV ' /Ltl Date
Print Name . ob
Title NC Operations Manager
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
-1-

•
■ NOTE: All of the following questions must be thoroughly answered with regards to 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
Answer all of the following that apply:
1. a. 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):
(Nthic nrrpnnr hnuv m1wh is nUUnPrt anti hnxx/ milrh is 1PaCPri7 Arro c nixinPri. AorYP
•.. �av•vwav, •av .. a• •. au v•. uv... u .. .... au •.u��u. . •v.�.� �, ., ..� .V. 4J
leased: Property owner if leased:
b. I f 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.: 92-13 Total permitted acreage: 286.32
Does the modification involve acreage within the previously approved permitted boundary?
Yes X No_. Ifyes, indicate the acreage to be covered by this modification (this is the acreage
that the "major modification" fee will be based upon): 4.75
Does the modification involve acreage outside the previously approved permitted boundary?
Yes No X . 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 (disturbed,
ground cover removed) by the mining operation? Yes No (if no, a "minor
modification" fee of $50.00 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):
d. I (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:
■ SEETHE 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: Granite
3. Mining method: Hydraulic Dredge Front-end Loader & Truck X Shovel & Truck X
Dragline & Truck Self -loading Scraper Other (explain)
-2-

•
0
4. a. Expected maximum depth of mine (feet) 320'
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
Natural Ground Level
b. Expected average depth of mine (feet)
160'
5. Has any area(s) at this site been mined in the past? Yes X No
If yes, when and by whom was this activity conducted? Nello Teer, Benchmark Carolina Aggre �� e
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) conies of a 7.5 minute quadrangle
and a county highway map. These maps, in addition to six (6) conies of all mine maps and reclamation
maps, must be submitted with each permit application.
7.5 minute quadrangles may be obtained from:
N.C. Geological Survey
NCDENR
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
[phone]
-3-

R
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 ail 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 I00-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.
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-ot-way; if an adjoining tract is
owned or leased by the applicant or is owned by the lessor of the mine tract, names of owners of
record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must
be provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or
less and is not designated as an Interstate Highway.
q. Map legend:
l . 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
a. Name and dfle of person preparing map
Map scales should meet the following guidelines:
PERMITTED ACREAGE MAP SCALE
0-99 Acres I inch = 50 feet
100-499 Acres I inch = 100 feet
500+ Acres 1 inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
ME

A table/chart must be provided on the mine map that clearly lists the approximate acreage oftai I ings/sediment
ponds, stockpiles, wastepiles, processing area/haul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affectedidisturbed during the life of the mining permit. A table/chart
similar to the following will be acceptable:
CATEGORY
AFFECTEDACREAGE
Tailings/Sediment Ponds
32.8
Stockpiles
34.3
Waslepiles
26.0
Processing Area/Haul Roads
17.2
Mine Excavation
56.3
Other
11.5
Total Affected Acreage
178.6
Total Permitted Acreage
286.32
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 QUESTIONSISTATEMENTS
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 MININ PERMIT
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
TA f„11,.,.r:�,. t,,,,,,1,,,,1, ula, on, .,r, ,.L..Leet ;� [ 1,e U6,te,� [ [„h�,..0 ,... ,,,,,,.,,,,.:,.,, 1",� 1 /A ....... I ... ,,, ,, v,..,,,.,,
1 [fl'. JY/f[VLYfl1�I- 1/L/flu Lu4[. U[uflVff Y+'LII M)lla.G[ [.) fl/ U(:V U.)[iu 1V L:.)1 L+ll[1,7f 1 011 Uppr Opf 101v U1lf1L[ �UU0V Lf Llllllff U f Lfffx L;
Qf $500 toj, 000 per affected acre) f01' each permitted mine site has'ed upon the acreage crpprnved by theDepartment to he affected during the Irfe of the mining permit. Please insert the ahproximale acreage, for each
A security bond has been posted by Hanson Aggregates Southeast, LLC pursuant to N.C.G.S. 74-54,
F. NOTIFICATION OF ADJOINING LANDOWNERS
The"1�1 t; o't {....,, , F, :.,,;lo +1, .,o ,i' ,++� 1,0 7 t , +1,:, ..1 �1: ,., ., m L,o .,+ . .+;I- ] , -4 ,1 . :1
1 141. 1 �Vll\.... 4V1114, Vr U 1Ua,J 111411 Li Ll la.l l.V [, ULLU%,11%, U LV Ll I1J UfJF/l1L.C1Ll U1J lllUJl VL.+ JL.1IL l+L..1 L11lLLl LJl 1%,61aLL,.1 L.,U Il1Ul1
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)a11 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)a11 owners of record, both public and private, of all tracts of land that are adjoining the mining permit
boundary which lie directly across and is 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
-1 lnn 1 h., n io nr:rnnrl hr. +hn 1n�..,... ,.4'�h.. n tract -11 ., of record of tracts
V■ la. [aJ a. ►1 V, %.&V alhllam"Ala U1 ■J V 1f ■1a.V ".7 aaaa. ■a.JJVa ill as■l, mains, LE atL, "Al llwner s 1/1 a ee o! sat V[ La a4 as
adjoining these tracts must be notified (that are 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 i f 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.
NIA: Additional permitted acreage is not requested in the mine permit modification application.
-6-

APPLICATION FOR A MINING: PERMIT 0
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 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: ,
Signature:
Print Name: Toby Lee
(Title, if applicable)
Company Hanson Aggregates SE, IaLC
(11' applicable)
Address: 2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560
Telephone: [phone]
Date Signed:
APPLICANT:
Signature:*
Print Name: Tobv Lee
Title: NC Operations Manager _
Company: Hanson Aggregates Southeast, LLC
Mine Name: Hanson Aggregates — Holly Springs Quarry
Telephone: [phone] _
Date Signed: 11 -7, /1
*Signature must be the same as the individual who signed Page I of this application.
One orieinal and five (5) conics of the completed application. six (6) conies of all location mans. mine mans
and reclamation mans, 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 status of the review of this application should be directed to the Mining Program staff at
[phone].
-7-

APPLICATION FOR A MINING PERMIT
MINING FEE SCHEDULE Hanson Aggregates — Holly Springs Quarry 2016 Modification Application
Anon refundable permit application processing fee when filing for anew mining permit, a major permit modification or a renewal
permit is required as follows:
0-25 acres 26+acres
New Permit Applications $31750.00 $5,000.00
Permit Modifications $750.00 $1,000.00
Permit Renewals $750.00 $1,000.00
Transfers/Minor Modifications* $100.00 $100.00
*Anon refund able$i00.00 permit application processing fee is required for minor permit modifications. Minor permit modifications include ownership transfers,
name changes, bond substitutions and permit renewals where the mine is inactiveand fully stabilized. A minorpermit modificalion aIso in cludeslandsadded to a
permitted area,outside(if i he minim umperm it buffer zone requirements,%% here no plans for mining related disturbance of the added land% ha%c been approved, All
other changes are considered major permit modifications.
Acres for new permits and renewal permits means the total acreage at the site. Acres for major modification of permits means that area of land affected h�, the
modification within the permitted mine area, or any additional land that is to he disturbed anddded to an existing permitted area, or both.
Make checks payable to: NCDENR-Land Quality Section
t Gill Mail " Dina cantor
i Vi.V i,{µfa U4{ •{4r {�{�R{{v{
Raleigh, NC 27699-1612
-8-

E&S CONTROL MODIFICATIONS
HOLLY SPRINGS QUARRY
HANSON AGGREGATES SOUTHEAST, LLC
Mining Permit 92=13
WAKE COUNTY
NORTH CAROLINA
ISSUED BY '
DRAPER ADEN ASSOCIATES -(N. CA ditt".
Project R14315N N;�-0113 Q`-pFessI-i
September 9, 2016eP 9`;
SEAL
028909
Draper Aden Associates
Enginevrog • Siume%ing • En.bvnmenmi\er%ice..
46 West Washington Street - Coats, North Carolina 27521
Phone: 910-892J070 - Fax: [phone]-www.daa.com
license No. C-0861

0 0
NARRATIVF
The ....lculatio s attached are for the .. of 6-k- I ---- A ..l..,la ..1.....+ �:+., I......a..d . .:4L.:.. +1... ..�
Illc r.ala.ulaLI aLtaL.ncu arc Ivl ulc cnpail,ion vl LIM IcaScu 03F11afL Irlant Site located wMlin he Irvine
limits. These areas were not previously depicted in the 2014 modification application packet. The
revisions and modifications now shown are as follows:
Enlargement of the Asphalt Plant Storage Area: The existing asphalt plant lease area is located
immediately to the north of the mine plant site. This area is proposed to be expanded in size to the west
of the current area. This expansion will require soil fill to be placed to level the storage area expansion.
Drainage from this area will drain to the west and down the new slope via rock lined channels. A new
sediment basin (Sed Basin #20) will be constructed between the new slope and on the eastern side of the
existing Retention Pond #1. Drainage from Sed Basin #20 will be into the retention pond.
rNLLal.11CU are LI7C calculOLIV 11� IVI JCUII IICIIL Va�lll TTLV OI7U LIIG 1 Vl.l� IIIICU Slope SWa1CS.

SEDIMENT BASIN SB 20 (RISER & BARREL)
Project:1 Han sonA re gates
Pro'ect#: R14315N-01G ap
Draper Aden Associates
Date: 6.17.16 ✓^
By: I APM 'Q Enginoniny • Smveving • Emiwnmemni.Avrids
Basin Sizing
10-year runoff
(Disturbed Area), 56.76 fl'lsec
Disturbed area: 6.30 acres
Volume required = 1800 ft' per acre disturbed area
=1800 % 6.3 =
11.340 ft3
Surface area required =435 ft' per ft3lsee DID
=435 %56.76 =
24.691 ftx
Basin is rectangular
Surface elevation:
325
Bottom elevation.
323
Pending depth:
2 6
Side slope ratio:
2S h : 1 v
Surface width.
77 It
Surface length:
325 It
Surface area = 77 x 325 = rW = 4.22
25,025 ft' ADEQUATE
Bottom width:
67
Bottom length.
315
Bottom area = 67 x 315 =
21105 ft'
Pending volume = 125025 + 21105)12 x 2 - 659.2
Spillway Design
Skimmer Sizing
Maximum water volume, 45,471113
Max. Dewatering Time: 96 him
Minimum Skimmer Size: 4 in
Fatior to drain in 4 days: 6404
Orifice area = 7, 100 in'
Orifice diameter= 3,01 in
Baffle Sizing
Height: 2 It
Side slope ratio: 2h : 1 v
Top Width: 2 It
Base Width = 4 x 2 + 2
10 It
Top Area = 2 x 77
= 164 ft3
Base Area = 10 x 67
= 670 n2
Volume = (154+670)12 x 2
824 ft'
Rock Volume = 0.8 x 824
659.2 ft3
Principal Spillway
Emergency Spillway
Risers & barrels, C.M.P.
Trapezoidal channel
Basin Bottom Elevation:
323.0
Emergency Spillway Crest Elev.:
326.0
xnncipal Spillway Crest Elevation
325.0
Emergency Spillway Width:
24.0 It
Riser Diameter:
36 in
Side Slope Ratio:
3.0 It hill v
Riser Circumference=
9It
Riser Capacity @ 1.0 ft head =
460.62 ft'/sec
Barrel Diameter:
36 In
Water Depth:
0.66 it
Barrel Area, A =
7.069 02
Area, A:
17.15 ft'
Wetted Perimeter=
9.425 It
Wetted Perimeter:
28.17 it
Hydraulic Radius, R =
0.75 R
Hydraulic Radius, R:
0.609 It
Roughness Coefficient. n:
0.024
VR:
2.25
Barrel Slope, S:
0,020 tuft
Roughness Coefficient, n:
0.050 RPRap
Velocity, V=1.49fnxRa'xS12-:
7.24 user;
Slope, S:
0030 Will
Barrel Capcity=
102.36 1131sec
Velocity, V=1 491nxR'f3x5 O3:
370 fusee
Principal Spillway Capacity =
102.36 fl'lsec
Emergency Spillway Capacity=VxA:
63.45 f 3isec
Required Capacity, Qzs:
62.55 fl'lsec
Top of Embankment Elevation:
327.0

Permanent Slope Drains Report
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PAT MCCRORY.
KC
Oowmor
DONALD R. VAN DER VAART
. swmr
Energy, Mineral- -
ondLandResowces TRACY DAVIS
ENYMONNENTAL QUALITY
.April 15, 2016`
Mr. Jack Garvey
.Hanson Aggregates Southeast LLC -
2102 Gateway Centre Boulevard, Suite 1001
Morrisville, North Carolina 27560
RE: Blasting Complaint
Holly Springs Quarry =.
Permit No. 92-13
Wake County - -
Dear Mr. Garvey:
The review has been completed on the shot records you previously submitted for the November
1, 2015 through January 21, 2016 blasts at the Holly Springs Quarry Quarry. Your company has been ,
found to be in compliance with the blasting conditions outlined in Mining Permit No. 92-13. 1 have '.
already notified the complainant, Margaret Mullins, of our findings..
Thank.you for your continued cooperation. If you should have any questions on the above,
please contact me at [phone]. -
Sincerely,
e
l^.!9
Judith A. Wehner -
Assistant State Mining Specialist ..
cc: Mr. John Holley, PE -
ShttafNOMGrolina an,;mnmmai QuelitY5eeeU'. MLnaLL mLGndRmwvs
w 919 ]09 M00`T� Y;

PAT MCCRORY.
s� Governor
W
DONALD R. VAN DER VAART
secretary
Energy, Mineral
andLandResources !1 TRACY DAVIS
ENVIRONMENTAL QUALITY April 15, 20 f 16 . , -
Director
Ms. Margaret Mullins
6516 Cass Holt Road
Holly Springs, North Carolina 27540
RE: Blasting Complaint
Holly Springs Quarry
Permit No. 92-13
Wake County
Dear Ms. Mullins:
Our office has completed its review of Hanson Aggregates Southeast LLC's blasting information, '
including blast reports and seismograph recordings, related to the November 1, 2015 through January 20,
2016 blasts conducted at its Holly. Springs Quarry. It was found that Hanson Aggregates Southeast LLC
was in compliance with the blasting requirements of its mining permit during the period in question.
All peak particle velocities, a measurement of ground vibration with units in inches per second (ips),
well 4...1...., +h.. .�, .,N.,,.,.. L. L. li..,:+.. ..�C. 4 1- LJ ....--- n.... �...-..,+.,.. e... .+F,..., ..+ I t
were well below the 11 Laxll11u11 II Gn ov%au1c I'll I nla C)PUU111cu 11 [ I ICII IAvI I OyC1lGa vvuu IU420t L_L.v a 11 Ill In Iy
permit. More specifically, all recorded values were at or below0.092 ips at the closest offsite occupied
structure (the location where compliance; with the permit limits is determined). According to extensive
research by the U.S. Bureau of Mines and'others, particle velocities below 0.5 ips effectively eliminate the
possibility of any structural damage.' Please note that damages in well pressure and casings of wells only
observed by the USBM at ground vibration levels above 4.7 to.25.0 ips. .
All airblast readings, a measurement of the atmospheric pressure wave (overpressure) with units in
psi or dBL, were also below the maximum -allowable limits specified in the mining permit and well below the
U. S. Bureau of Mines' recognized' level of 164 dBL for prevention of glass breakage. A key point worth
noting is that glass breakage occurs at much lower levels of overpressure than structural damage, such as
cracking plaster.
Thank you for your interest and patience in this matter. Hopefully 1 have answered your concerns
adequately. If you should have any additional questions or concerns, please contact me at [phone].
Sincerely,
Judith A. Wehner
Assistant State Mining Specialist
cc: Mr. John Holley, PE
f
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
F. FYinjl JGI YI4G lFI{Wi I JAL M JA OVY�] Wit• 1 i\a 1511, N �.1V71
1
919 707 9200 T

closest Seismograph Calculated
DAtt: �' gl VIIJ r J gr Vlb y`r Vlu -ry
Recod No. dbl �j r ` dbl dbl rj� ✓_
Time �3 S� distance �� distance l f
Weather grvlfreq grvlfreq I f
A( jy �l
�r ..Z.! column
closest�� Seismograph Calculated
Date >l� f to r'r gr vib "�� gr vib gr vib
Recod No. jr7 dbl dbl dbl /
Time y� distanceaco5- distance i• �, } '�
Weather grvlfreq grvlfreq
6&4, Lf q column
closest Seismograph Calculated
Date 13.5q gr vib c� �'c gr vib gr vib J(
Recododbl dbl dbl
. I, �j
Time �% �'�� � distance ri q( distance
Weather grvlfreq grvlfreq
^ n ncM column
closest eismograph Calculated lj
Date gr vib gr vib gr vib
Recod No. dbl dbl dbl
Time distance distance
Weather grvlfreq grvlfreq
column
closest Seismograph Calculated
Date gr vib gr vib gr vib
Recod No. dbl dbl dbl
Time distance distance
Weather grvlfreq grvlfreq
column
closest Seismograph Calculated
Date gr vib gr vib gr vib
Recod No. dbl dbl dbl
Trliefinnrn
Weather grvlfreq grvlfreq
column

LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
(* = denotes fields where input data is needed)
Permit No.*: 92-13
Permittee*: Hanson Aggregates East
Mine Name*: Holly Springs Quarry
Blast Report No.*: 16 Date of Blast*: 1/20/11 Time of Blast*: 13:35
Peak Particle Velocitv Check:
D = Distance to closest offsite occupied structure (ft): D* = 2746.00
W = Maximum pounds of explosives per delay (pounds): W* = 999.00
SD = Scaled Distance: SD = D/W110.5 SD = 86.88
V = Peak Particle Velocity (inches per second): V = 160 (SD)^-1.6 V = 0.13
(*max. limit in mining permit is: V = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V = Particle velocity measured by the seismograph (ips): V* = 0.04
DS = Distance from blast to seismograph (ft): DS* = 2746.00
d = Distance from blast to second location (ft): d* = 2746.00
PPV = Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV = V(DS/d)^1.5 PPV= 0.0430
Airblast (Overpressure) Check:
P =Unconfined AirblastlOverpressure (psi): P = 82 (DIW10.33)^-1.2 P = 0.094450
To convert (psi) to (dBL): (P12.9 x 10^-9)log x 20 P = 150.26
AB = Confined Airblast/Overpressure (dBL): AB = P (dBL) - 35 dBL (for quarry situation) AB= 115.26
(*max, limit in mining permit is: AB = dBL)

0 0
Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; must consider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions (per Ireco):
If "straight' emulsion is used, use SPD (specific density) = 1.20
If a "blend/slurry" is used, use SPD (specific density) = 1.25
If "straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives:
Total pounds of Explos. #1" = 25830.00
Total pounds of Explos. #2+ = NIA
Ratio between explosives = NIA
Average pounds of explosives used per hole (pounds)" = 499.00
Breakdown of average pounds of explosives per hole due to ratio:
Explosive #1 = 25830,00
Explosive #2 = NIA
SPD = Specific densities for each explosive:
SPD for Explos. #1 ` = 1.20
SPD for Explos. #2* = NIA
HD = Hole Diameter Used in Shot (inches): HD" = 5.75
LD = Loading Density (pounds per foot of column); LID = SPD(.34)(HD)112
LID for Explos. #1 = 13.49
LID for Explos. #2 = NIA
Explosive column height for each explosive (feet):
Explos. #1 = 36.99
Explos. #2 = NIA
Total explos. column height = 36.99
Ctamminrr hainhtheight i icariused in chnt (faPW = 11 nn
Total height of explosive column(s) and stemming in the hole = 47.99
Total depth of hole denoted on the blasting report for the shot in question" = 54.00
Analysis Completed By: Date:

0
LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
(* = denotes fields where input data is needed)
Permit No.` 92-13
Permittee*: Hanson Aggregates East
Mine Name*: Holly Springs Quarry
Blast Report No.*: 17
Peak Particle Velocity Check:
Date of Blast*: 12/10/15 Time of Blast*: 13:35
D = Distance to closest offsite occupied structure (ft): D* = 2005.00
W = Maximum pounds of explosives per delay (pounds): W* = 919.00
SD .= Scaled Distance: SD = DIW"0.5 SD = 66.14
V = Peak Particle Velocity (inches per second): V = 160 (SD)"-1.6 V = 0,20
(*max. limit in mining permit is: V = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V = Particle velocity measured by the seismograph (ips): W = 0.06
DS = Distance from blast to seismograph (ft): DS* = 2005.00
d = Distance from blast to second location (ft): d* = 2005.00
PPV = Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV = V(DSId)"1.5 PPV= 0.0630
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi): P = 82 (DIWAO.33)"-1.2 P = 0.133275
To convert (psi) to (dBL): (P12.9 x 10"-9)log x 20 P = 153.25
AB = Confined Airblast/Overpressure (dBL): AB = P (dBL) - 35 dBL (for quarry situation) AB= 118.25
(*max. limit in mining permit is: AB = dBL)

Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; must consider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions (per Ireco):
If "straight' emulsion is used, use SPD (specific density) = 1.20
If a "blend/slurry" is used, use SPD (specific density) = 1.25
If "straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives:
Total pounds of Explos. #1* = 26032.00
Total pounds of Explos. #2* = NIA
Ratio between explosives = NIA
Average pounds of explosives used per hole (pounds)* = 459.00
Breakdown of average pounds of explosives per hole due to ratio:
Explosive #1 = 26032,00
Explosivelir 2 = KI IA
SAD = Specific densities for each explosive:
SPD for Explos. #1 * = 1.20
SPD for Explos. #2* = NIA
HD = Hole Diameter Used in Shot (inches): HD* = 5.75
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)A2
LD for Explos. #1 = 13.49
LD for Explos. #2 = NIA
Explosive column height for each explosive (feet):
Explos. #1 = 34.03
Explos. #2 = NIA
Total explos. column height = 34.03
Stemming height used in shot (feet)* = 11.00
Total height of explosive column(s) and stemming in the hole = 45.03
Total depth of hole denoted on the blasting report for the shot in question` = 48.75
Analysis Completed By: Date:

•
LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
•
(* = denotes fields where input data is needed)
Permit No.*: 92-13
Permittee*: Hanson Aggregates East
Mine Name*: Holly Springs Quarry
Blast Report No.*: 18
Peak Particle Velocity Check:
Date of Blast*: 01/20/16 Time of Blast*: 13:54
D = Distance to closest offsite occupied structure (ft): D* = 1945,00
W = Maximum pounds of explosives per delay (pounds): W° = 1186.00
SD = Scaled Distance: SD = DIW^0.5 SD = 56.48
V = Peak Particle Velocity (inches per second): V = 160 (SD)^-1.6 V = 0.25
(*max. limit in mining permit is: V = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V = Particle velocity measured by the seismograph (ips): W = 0.09
DS = Distance from blast to seismograph (ft): DS* = 1945.00
d = Distance from blast to second location (ft): d* = 1945.00
PPV = Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV = V(DSId)^1.5 PPV= 0.0920
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi): P = 82 (DIW^0.33)11-1,2 P = 0,152914
Tn rnnvPrt lncil to (rlRI 1 (Pl9 g x 1 n^-Si)lnn x 7() P = 1.ri4 44
AB = Confined Airblast/Overpressure (dBL): AB = P (dBL) - 35 dBL (for quarry situation) AB= 119.44
(*max. limit in mining permit is: AB = dBL)

® 1�
Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; must consider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions (per Ireco):
If "straight" emulsion is used, use SPD (specific density) = 1.20
If a "blend/slurry" is used, use SPD (specific density) = 1.25
If "straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives:
Total pounds of Explos. #1* = 38944.00
Total pounds of Explos. #2* = NIA
Ratio between explosives = NIA
Average pounds of explosives used per hole (pounds)* = 593.00
Breakdown of average pounds of explosives per hole due to ratio:
Explosive #1 = 38944.00
ChpIV.7IVC itL - IVlA
SPD = Specific densities for each explosive:
SPD for Explos. #1 * = 1.20
SPD for Explos. #2* = NIA
HD = Hole Diameter Used in Shot (inches): HD* = 5.75
LID = Loading Density (pounds per foot of column): LID = SPD(.34)(HD)A2
LID for Explos. #1 = 13.49
LID for Explos. #2 = NIA
Explosive column height for each explosive (feet):
Explos. #1 = 43.96
Explos, #2 = NIA
Total explos. column height = 43.96
Stemming height used in shot (feet)* = 10.00
Total height of explosive column(s) and stemming in the hole = 53.96
Total depth of hole denoted on the blasting report for the shot in question* = 55.00
Analysis Completed By: Date:

Wehner, Judy
From:
Margaret Mullins <maemullins@gmaitcom>
Sent:
Tuesday, January 26, 2016 9:11 AM
?o:
Wehner, Judy; Boyer, Janet
Subject:
Re: FW: Hanson quarry permit 92-13
Attachments:
acid mine drainage.pdf; 1989 water sample.pdf; 2001 water analysis.pdf
Janet Boyer,
I have done some research on my water quality and have come across some important documents, including at original water test in 1989
before the query started operating. Attached document is an explanation of what 1 see happening with my well wateu(ucid mine drainage and
metal lutahing). All the tests that I have show a continual decline In pH and increase in iron since the original test In 1989 (attached). "then a
test from 2001. Are you familiar with why the quarry (Ndlo L.'I'eer) now (Hanson Aggregates) would have been required to lest
surrounding wells before sharing operations? Please see attached and let me know what you think, Have you had any case ofthis happening
in the past? The info that I leave collected over this pasryear does suggest that the operations are causing the contamination (low pH high
iron) ofmy well water. Also since 1989 the original well on the property has been drilled deepertwice due to a decline in water supply, After
each blast iron sediment is pushed into my well and the water is not usable for days. The pH has continued to test low, but iron sedimentl
turbidity is present in die well water for days after each blast.
1 am located at 6504 Cass Holt Rd. Holly Spring 27540 And the Quarry is located at 7000 Cass Holt Rd. The blasting is occurring
approximately 2000 feet from the location of my well. I have been in touch with NCDNR division of water quality to schedule water testing.
Please let me know who will oversee quarry operations to help are correct this?
thanks
Margaret 1. Mullins 919-754-0359
On Thu, .Ian 21, 2016 at 2:26 I'M. Wehner, Judy yudv.wehner n.ncdenr.eov> wrote
Thanks!
From: Margaret Mullins Imailto:maemullins(aemail,coml
Sent: Thursday, January 21, 2016 2:24 PM
To: Wehner, Judy <iudv.wehnerPncdem- gov>
Subject: Re: FW: Hanson quarry permit 92-13
Ok the complaint will be from myself and my parents that live next door.
Margaret Mullins
6516 Cass Holt Rd.
Holly Springs NC 27540
And
John IIiopoulos
6504 Cass Holt Rd.
Holly Springs NC 27540

Margaret I. Mullins
4n Thu, Jan 21, 2016 at 2:19 PM, Wehner, Judy <iudy.wehner a,ncdenr. Tov> wrote:
In order to process your complaint I need your mailing and physical address(es).
Thanks.
From: Boyer, Janet
Sent: Thursday, January 21, 2016 1:51 PM
To: Wehner, Judy <[e-mail]>
Subject: FW: Hanson quarry permit 92-13
Janet S Boyer, PE, CPM
State Mining Engineer
Division of Energy, Mineral, and Land Resources — Land Quality Section
North Carolina Department of Enviromental Quality
919 707 9220 office
janet.boyer0ncdenr,gov
512 North Salisbury Street
1612 Mail Service Center
Raleigh, INC 27699

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Margaret Mullins [ma iIto: [e-mail]]
Sent: Thursday, January 21, 2015 12:52 PM
To: Boyer, Janet <janet.boyer2ncdenr.goov>
Subject: Re: Hanson quarry permit 92-13
Janet,
Thanks for your help and info in this matter.
I had a meeting with 1-Janson Aggre
gates; Vibratech, and my well company yesterday. I am glad that everyone
was able to meet at my house and appears to be working with me. Two weeks before the meeting I asked for
blast records/ site of blast/ and if possible, on site well monitoring records.I did have a problem with obtaining
the original blast records. The records were put into a presentation but no original records were brought to the
meeting,. I asked vibratech if I could see the originals and the response was "the records are not mine to show
You, they do not belong to vibratech". After the meeting it was decided that I am not comfortable with a
"third" party that is being paid by the quarry. Why are these original records such a secret?
am officially putting in a blast comp~ - lain starting in
Oct 2014 - .January 20 2016.
If possible I would like records of the blasting since Hanson took over the quarry. My house was built in 2007
but the real problems with my well started in 2009. If you need specific dates i can get them to you. My water
has been clear since approximately Dec.20 2015 but the blast yesterday has turned my well water dirty again.
"Thanks and don't hesitate to call with questions. Just keep me updated at your convenience and I can stop by
to view any info you might think is important.
Margaret Mullins 919-754-0359
On Thu, Jan 7, 2016 at 10:12 AM, Boyer, Janet <ianet.boyerQncdenr.g7ov> wrote:

Ms. Mullins, 0
As we discussed, I have attached the Hanson I -lolly Springs quarry permit to this email. II'you wish to
in the Ple, please call our office to schedule a time.
Janet S Boyer, PE, CPM
State Mining Engineer
Division of Energy, Mineral, and Land Resources— land Quality Section
North Carolina Department of Enviromental Quality
919 707 9220 office
ianet bover(amcdenr.aov
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699
�Nwhin9ccmpores-'
IVIIIIP
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

o
Margaret Mullins
919-754-0359
Complete Home Exteriors Inc.
Margaret Mullins
919-754-0359
Complete Home Exteriors Inc.
Margaret Mullins
919-754-0359
Complete Home Exteriors Inc.

•
Acid mine drainage is considered one of
mining's most serious threats to water
resources A mine with acid mine drainage
has the potential for
long-term devastating
impacts on rivers,
streams and aquatic life.
Hnw nnvc Prune"?
Acid mine drainage is a
concern at many metal
mines, because metals
such as gold, copper.
silver and molybdenum,
are often found in rock
with sulfide minerals. When the sulfides in
the rock are excavated and exposed to water
and air during mining, they form sulfuric
acid, This acidic water can dissolve other
harmful metals in the surrounding rock. If
uncontrolled, the acid mine drainage may
runoff into streams or rivers or leach into
groundwater. Acid mine drainage may be
released from any part of the mine where
sulfides are exposed to air and water,
including waste rock piles, tailings, open
pits, underground tunnels, and leach pads.
HARM TO FISH & OTHER AQUATIC LIFE
if mine waste is acid -generating the impacts
to fish, animals and plants can be severe.
Many streams impacted by acid mine
drainage have a "ta
pH value of 4 orlower —similar
to battery acid,''Plants, animals,
and fish areunlikely to
survive in
streams such as this. For example, acid and
metals runoff from the Questa molybdenum
mine in New Mexico has harmed biological
life in eight miles of the Red River.''
Toxic META IS
Acid mine drainage
also dissolves toxic
metals, such as
copper, aluminum,
cadmium, arsenic,
lead and mercury,
from the
surrounding rock.
These metals,
particularly the iron,
may coat the stream
bottom with an orange -red colored slime
called yeliowboy. Even in very small
amounts, metals can be toxic to humans and
wildlife. Carried in water, the metals can
travel far, contaminating streams and
groundwater for great distances. The
impacts to aquatic life may range from
immediate fish kills to sub -lethal, impacts
affecting growth, behavior or the ability to
reproduce.
Metals are particularly problematic because
they do not break down in the environment.
They settle to the bottom and persist in the
stream for long periods of time, providing a
long-term source of contamination to the
aquatic insects that live there, and the fish
that feed on them. Over 100 miles of the
Clark Fork R de'in Montana 'he Coca!
River in Idaho, and the Columbia
River in Washington are contaminated by
metals pollution from historic mining
activities upstream.
PERPETUAL POIJ.U'rR)N
Acid mine drainage is particularly harmful
because it can continue indefinitely --
EARTHWORMS Fact Sheet -ACID MIME DMIMAGE Page 1

•
•
cousin§ damage long alter mining has
ended. Due to the severity of water quality
impacts from acid mine drainage, many
hardtack mines across the west require
water treatment in perpetuity. For example,
government officials have determined that
acid drainage at the Golden Sunlight mine
will continue for thousands of years., Water
treatment call be a significant economic
burden if the company files for bankruptcy
or refuses to cover water treatment costs.
For example, acid runoff from the
Summitville Mine in Colorado killed all
biological life in a 17-mile stretch of the
Alamosa Rivet'. The site was designated a
federal Superfund site, and the EPA is
spending $30,000 a day to capture and treat
acid ou off.6 In South Dakota, Dakota
Mining Co. abandoned the Brehm mine in
1998, leaving South Dakota with $40
million in reclamation costs - largely due to
acid mine drainage,' And, at the Zortman
Landusky Mine in Montana, the Slate of
Montana was left with millions in water
treatment costs when Pegasus Gold Corp.
filed for bankruptcy in 1998.s
Even with existing technology, acid mine
drainage is virtually impossible to stop once
the reactions begin. To permit an acid
generating mine, means that future
generations will take responsibility for a
mine that must be managed for possibly
hundreds of years. Predictions about the
success of managing this waste in the long
term are, at best, speculative.()
SOURCES:
USDA Forest Service 1993, Acid Mine Drainage
from Irnpacl of Hardrock Mining on the National
FLimits: A Management Challenge. Program Aid
1505. p. 12.
'Mineral Policy Center, Golden Dreams, Poisoned
Srremns, 1995.
rAtencio, Earned, High Country News, 'The mine
that Waned the Red River Blue," August 2000.
'Placer Dome 2002, Available:
lilt[):!lwww.QlacTrdome.coiNstistainal)iiitylenvirt)
nment/reporlsh rd.html
'Monuma Department of Environntenlal Qu:dity,
Draft Environmental Impact Statement, Golden
Sunlight Mine, November 1997.
"U.S. Environmental Protection Agency, Liquid
Assets. 2000,
'MeClum, Robert,'Thc Mining of the West: Pont
and Pollution on Public Landti'. Seattle Poll-
1111crigencer,J1111e M. 2nal, -
"Ibid.
9Environmental Mining Council or N.C., Acid Mine
Drainage: Mining and Water Pollution Issuer in N.C..
Brochure.
CASE STUDY♦ ZORTMANI�LfAOOIg ^Ma `• ° °' nraas
'" ° ° '` k'#9, ��,
"Water
^ 7
in
treatment will
• Zorbrian3Landusky'�tsc large open pit go mine located Montana4k
°." a
have to go on for
r adladenhto the F`ort.Belknap Reservation
• :
hundreds of years,
ay '+I
1�1.1993 the Fan Belknap Gouncll, Stale of Montana and the EPA
possibly forever.
�Uled s 1, against the company charging that the mines discharges
ILL IBM health risks" and'that the 'acidity o the discharges
would killSfi'shtand aquatic Lie
Montana State
nd
Regulator,
Helena Independent
♦ In,199N the companyiaban coned the site's fil=_d 1er�ba9inikruptcy `,
leasing lsignificanl3Jieclamanon and water realm art costs from acid":°
Record, 2002.
tl u+ev .uwv
I ine drainage and metals pcllulicn: ',
•
a ,
♦ State and federal authorities have determined that acid runof from
th'a ine will have to be collected and treated in perpetuay
4
—
EARTHWORKS Fact Sheet -Attu Metre DRAINAGE Page 2

•
CHEMICAL & ENVIRONMENTAL TECHNOLOGY, INC.
EIM1IE ILIOPOULOS
1010 9UN92T DA
RALEIGH, NC Z7608-
Attn: E14MIE ILIOPOULOS
BACTERIOLOGICAL ANALYSIS
ENVIRONMENTAL ANALYTICAL SERVICES
FINAL REPORT OF ANALYSES
REPORT; DATR., OP/29 /;OP`�.'�
SAMPLE NONSER- 160542 SAMPLE ID- 6SU4 CASSHOL'T'ED "
DATE SAMPLED- 01/19/01
DATE RECEIVED- 01/19/01 SAMPLER- EMMIE ILIOPOULOS
TIME RECEIVED- 1500 DELIVERED BY- EMMIE ILIOPOULU
Page 1 of I PROJECT NAME : BA.CTERIOLOGICP.L
ANALYSIS
SAMPLE MATRIX- OW
TIME SAMPLED- 1300
RECEIVED BY- SMC
ANALYSIS METHOD DATE BY RESULT UNITS
TOTAL COLIFORM BY COLISURE J10 01/22/01 CPS AS SENT
TEL = Practical. Quantitation Limit
Results followed by the letter I are estimated concentrations.
SAMPLE WAS COLLECTED FROM k6504,ji, AESHOLT RD'. HOLLY.SSPRINGSyd NC3225401.h
TOTAL COLIFORM WAS NOT FOUND PRESENT.
NC DENR CEP.TIFICATIONS DWQ - 96; PUBLIC wATSR SUPPLY
37724
;lf
LABORATORY DIRECTOR •"` Z /~�
i
PQL
P.O. Bex 1220E . Raeoamh Ttlanplo Padi. NO 2T 09 Ghipp(ng. 102-A W dminds Indust,61 Coun • Cary, NC 27511
Telephone [phone] Fax (919) 4EI-3515

CHEMICAL & ENVIRONMENTAL TECHNOLOGY, INC.
ENVIRONMENTAL ANALYTICAL SERVICES
FINAL REPORT OF ANALYSES
EMMIE ILIOPOULOS
1910 SUNSET DR REPORT DATE: 02/05/01
RALEIGH, NC 27608-
Attn: EMPIT'O ILIOPOULCS
SAMPLE NUMBER- 1B0931
SAMPLE ID- 6504 CASS HOLT RD
SAMPLE MATRIX- DW
DATE SAMPLED- 01/19/01
'-'
TIMESAMPLED-1300
DATE RECEIVED- 01/19/01
SAMPLER- EMMIE ILIOPOULOS
RECEIVED BY- SMC
TIME -RECEIVED- 1600
DELIVERED B:- EYG!IE ILIOPOULS
Page 1 of 1
PROJECT NAME 6504 CASS HOLT
SAMPLE PREP
ANALYSIS
ANALYSIS
14ETHOD DATE BY
DATE BY RESULT UNITS
POL
COLOR
EPA 110.2
01/19/01 JAB c5 PCU
5
HARDNESS AS CaCO3
EPA 130.2
01/31/01 HLH 65 mg/L CaCO3
1
NITRATE
353/354.1 01/19/01 HLH
01/23/01 FILE 40.1 mg/L
0.1
L.P£I,}..LiiO
EPA150.1
01/19/01 BLH a:6..A28tstd "nits
N/A
IRONAIN DRINKING WATER
200.7
02/01/ol DIPS KS!,,728img/L
0.02
PQL = PraCtical Quantitation Limit
Results followed by the
letter J are estimated concentrations.
NC DEYR CERTIFICATIONS:
D:•IQ - 96; PUBLIC WATER SUPPLY
- 30724//%//////�/
LABOR-_--.. _-____--
:J1tlVKY:1 VKT UtKLl1V
L
PO. Roz 12298• Research Triangle Park, NO 277M Shipping. 102-A VloixII lnriusnal CoW• Cary, NC 27511
Telephone[phone] Fri, (DID)467-3S16

•
ONE
won
"' Hanson
HEIDELBERGCEMENTGroup
January 28, 2016
Ms. Judy Wehner
Assistant State Mining Specialist
DEHNR — Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27604
Subject: Hanson Aggregates Southeast, LLC — Holly Springs Quarry
Blasting Complaint — Shot Records
Kit- RA:..... r'1�....-:• AID nn Art
IVV Ivil IC F e runt IVV. CIL_ IJ
Dear Ms. Wehner:
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560-9626
Tel [phone]
Fax [phone]
www,hanson.com
Hanson Aggregates Southeast, LLC did receive your January 21, 2016 dated letter
yesterday and is hereby submitting a summary of shot data for blasts conducted from
November 1, 2015 through January 20, 2016 and duplicate copies of the actual shot records,
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone].
Sincerely,
Sc Garvey, Environmental Manager
FE nclos
GI c..IVSuI ca.
cc: Toby Lee, NC Operations Manager
Nick Thornton, Plant Manager
RECEIVED
FEB 04 Z016
LMIAU QUALi i it
MINING PROGRAM

E
is
Hanson Ayyreyates - Holiy Springs Qtuarry
Holly Springs, NC 27540
NC Mine Permit No. 92-13
Blast Summary for Blasts Occurring from 11/01/2015 to 01/20/2016
Seismic Analyses from 6737 Holt Road Location
Shot
#
Date
Time
# of
Holes
Depth of
I Holes (ft)
Shot
Pattern
PPV
(in/sec)
PAP
I (dB)
Pounds/
Delay
Bench
16
12/1/2015
1:58 PM
52
54
12 x 14
0.0425
119
999
Bench 1
17
12/10/2015
12:48 PM
57
48.75
10 x 14
0.0625
109
919
Bench 3
1
1 /20/2016
1 1:54 PM
66
55
10 x 14
0.0875
113
1,186
Bench 3
Seismic Analyses from 6516 Holt Road Location
Shot
# of
Depth of
Shot
PPV
PAP
Pounds/
Date
Time
Bench
#
Hales
Holes (ft)
Pattern
(inlsec)
(dB)
Delay
4
1
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11 1lLL1LU 16
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1 1:5 4 PIM]
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0.05
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Dyno Nobel North America
SERVICE SITE LOCAT Gamer
DDyN0
ORDER NO. gg8gg6
Dyno Nobel
al numiscn 16 BLAST TIM 7.58 pm BLAST DATE 12/01/2015
CUSTOMER: HANSON AGGREGATES SOU MINE: HOLLY SPRINGS ADDRESS: Holy Spdngs, NC
ROCKTYPE Granite Tons/Yd3: 2.30 EXPECTED VIBRATIO 0,130
LOCATION OF BLAST IN Northwest BENCH: Bench 1
BLAST GPS POINT N 035 36 12.00000 & W 078 53 12.90000
WEATHER
WEATHER: Cloudy CEILIN
<2,ODO
TEMPERATURE: 53 WINDDIRECTION&SPELight&Var 2
NAME: 8737 Cass Hot Rd.
DISTANCE 2746 Ft
NEAREST NON�QWNED STRUCTURE
GPS Poin N 035 36 06.90000 & W 078 52 40.20000
DIRECTION 100°
SEISMOGRAPH DATA
LOCATION DISTANCE
GPS POINTS CALIBRATION DAT
1 6737 Can Hot Rd.
2.746 Ft
N 035 36 06.90000 & W 078 52 40.2D000 04129f2015
L (F)
T (F)
V
OPERATOR
1 0.033 10
0.023 15 ji 0.043 10
1 119 1
9895 9895 1 #1, Vibratech
BLAST DATA
NUMBER OF HOLES
(EA)
52
EXPLOSIVES SIZE, TYPE & WEIGHT
HOLE DIAMETER (IN)
5.75
SIZE
TYPE
WEIGHT
54
ACE mm"M1 (F-U
54
2.00
90OG
1D4
SUB DRILLING (FT)
0
BULK
TITAN XL 1000 Q
25,030
1. STEM FACE HOLES
11
STEM OTHER HOLES (
11
BURDEN FRONT ROW (FT)
14.17
74
SPACING FRONT ROW (FT
12 - 16
SPACING OT R ROWS IF
16
TOTAL WEIGHT.-
25,956.88
DEfIONATORS USED IN NmHAv::
-
�u , � nay
TYPE
MFG
DATE COD
USED
TYPE
MFG
DATE COD
USED
SHOTBAG
Wee NOSel Global
57
LABOR-PERMANLOAD
Dym NuMlGNaal
1
MILEAGE ROUND TRIP
DM NdIel Global
am
SHIPPINGS6rJICE/F
Dyne Nadel GlNpl
1
SHOT HOURS
Dyno NOW G otal
21
TECHNICALSERVIOE(E
Dyno NOW CJopPo
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08OG16,13
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Dyno Nobel ClOml
16,11.11Sw1
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9000
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21SE15WI
52
STARIERSWFTMW
Dyno NOW Global
=U15X1
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EZTL42WWFT
DVM Nobel GNbel
25MA15X1
3
MET 253'50 Mrr
Dyro NOW Global
V"15X1
61
CU YDS IN SHO 22,656
TONS IN SHO 52,109
MAX LBS/DELA 999
POWDER FACTOR(TONS/LB):
BLASTERS NAME
PI ASTERS SIGNATUR
REMARKS
SCALED DISTANCE FACT 86 % OF ANFO 0
HOLES/DELAY 2 FUEL OIL%(BU 0
AycoerE LRg1Hn1 c AOO
2.01 POWDER FACTOR POUNDS/YD3: 1.15
BLASTERS NUMBER & STA WA reA
.u,'a'�p'.e--�-p�-SAFETY INSPECTION PERFO Yes
NUMBER OF PERSONNEL ON SITE: 3

0
C�
Seismic Analysis
Velocity Waveform Analysis
Serial Number:
9550
Firmware Verdun:
OC-06.01
Event Dam:
12M W01513.59401UTC-O5:001
Event nudger:
i
Recording Time:
5 a
Client:
HA NSON AGGREGATES
Operation:
HOLLY SPRINGS QUARRY
Locdlen:
AIF 6737 CAM HOLY
Disunite
Operator:
VIHRA-TLCHOSM
Comment
SeismicI' rigger:
0.02 inls
Sound'I rigger:
125 an
Additional Info
j-CE0LI164
N35 36 06.8.W78 52 40.3
Summary Date
PIT 11 rase
0.0325 0.0225
0.0425
FREO 1112b
WA 14J
10.E
PD 1.001"3:
0.43 03825
065
PPA (a)!
0.01953 0,01302
0,01953
Peak Vector Sum: 0.01 Nh
Peak Air Premaret I Is is
0.0037E psi (a: 2.2 HZ
Sbakeuble Calibrated
On:
g4mmD16 UTC msmal
By:
Vibes-Tmg, Inc.
27M Holloway Read - Suite 113
Lwisvil1q. KY 40203 U.S.A,
Waveform Graph Scale
Time Scale:
0.1 s
Sehinie Se01e:
iI 116fats
Sound Seale:
1-1-D.00278 tra
L
T
V
S
/// VibraTech
2
6
a
USBM Safe Blastino Levels
SSN: 9550 Even 3
• A a
Longitudinal Transverse Venlcal
Frequency (Hal
Zara Creating Half -Wave Frequency Analysis
Velocity Waveform
SSN: 000 Event: 3
Phi
Time (s)
Printed'. December 01. 2015 File: (1000001365 P01512G3k (Geosonies Inc. PDFGmmmktor v TO)

•
Dyno, Nobel North America BLAST REPORT DMNO
SERVICE SITE LOCATION: Gamer ORDER NO.: 951798 Il
Dyno Nobel
( ST NUMBER: 17 BLAST TIME: 12:48 pm BLAST DATE: 1VIO12015
CUSTOMER: HANSON AGGREGATES SOL MINE: HOLLYSPRINGS ADDRESS: Holly Sorino8.NC
ROCK TYPE: Grande Tons/Yd3: 2.30 EXPECTED VIBRATION: 13.200
LOCATION OF BLAST
LOCATION OF BLAST IN MINE: NorlheeSl BENCH: Bench 3
BLASTGPSPOINTS: N0353608.80020 & W-0785304.39980
WEATHER
WEATHER: Clear CEILING:
High TEMPERATURE: 64 WIND DIRECTION & SPEED:Ughl & Var 0
NAME: 6737 Caen Holt Rd.
DISTANCE: 2,005 Ft
NEAREST NON.OWNED STRUCTURE
GPS Points: N 035 36 06.90000 &W -078 52 40.20000
DIRECTION: 950
SEISMOGRAPH DATA
LOCATION DISTANCE GPS POINTS CALIBRATION DATE
1
6737 Cass Holt Rd.
2,005 Ft
I N 035 38 .90000 & W -078 52 40.20000 1
06MW2012
L
T F
V
AIR db
?SEISMOGRAPH SERIAL I
OPERATOR
1
1 0.055 25 10.045
23 10.1353 22
1 109 1
Geosonic01364 01364
1, Vibntech
BLAST DATA
NUMBER OF HOLES EA
57
EXPLOSIVES SIZE PE & WEIGHT
HOLE DIAMETER IN
575
SIZE
TYPE
WEIGHT
HOLE DEPTH F
48.75
FACE HEIGHT
44.75
2.00
90OG
114
c"9 DRILLING F
4
BULK
TITAN XL 1000 G
26,032
.. STEM FACE HOLES F
11
STEM OTHER HOLES
11
BURDEN FRONT ROW (FT)
15
BURDEN OTHER ROWS (FT)
11
SPACING FRONT ROW (FTI
10
SPACING OTHER ROWS (FT)
14
TOTAL WEIGHT:
26,171.08
DETONATORS USED IN SAST:
NM 80elc
MATS IIRPn. No STEM TYPE: 4'57S
FG
DATECODE
USED
TYPE
MFG
DATE CODE
USED
SHOT BAG
Dyno Wool Global
17
LABOR -PER MAN LOAD
Dyno Nobal Global
1
MILFAGEROUNDTRIP
Dyno Nebel Global
310
SHIPPINGSERNCEff
Dyno Nebel Global
1
SHOTHWRS
Dyno Nobel Global
18
TECHNXC SERACE(E
Dyno Nebel Global
1
Em PMS SOFT
Dyno Wool Global
m3U1SX1
2
800G
DynoNobliGobal
C50O154VI
57
EZR25M&?OF7
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Dyno Nobel Global
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CU YDS IN SHOT: 14,469 SCALED DISTANCE FACTOR: 66 % OF ANFO: 0
TONS IN SHOT: 33.279 HOLESIDELAY: 2 FUEL OIL %(BULK):
MAX LBSMELAYt 919 AVERAGE LBSIHOLE 459
POWDER FACTOR (TONS413): 1.27 POWDER FACTOR POUNDSIYD3: 1.81
BLASTERS NAME: Thompson Kevin BLASTERS NUMBER & STATE: WA NIA
PSTERS SIGNATURE: SITE SAFETY INSPECTION PERFORMED: Yes
NUMBER OF PERSONNEL ON SITE: 3

•
•
Velocity Waveform Analysis
Sepal number: 9550
Firmware Version: Oc-0 01
Event Dale: I V 102015124932(UTC 0500)
Event number: 4
Rccordine5lme: 55
C11eno HANSONAGGREGAM
10.0
USSM Safe Blasting Levels
SSN: 95M Evone 4
• ♦ a
Lon0lleEinal Trensveree verdmi
Operation: HOLLY SPRINGS QUARRY
Location; A(F 6937 CASS HOLT
Distanec
Operator: VIBRA-TECHGSM
Comment:
Sehmlc l'rie ur: 0.02 ime
Sound Triager: 125 LB
1.0
Additional Info:
2
N3536 06.8,W985240.3
summary Data
a
L T
V
PPV He(s1: 0.055 0.045
0.0625
0.1
FREQ(HZ): 25 2311
217
Ply (.001"): 0.05 0.435
0.5273
'
PPq (I0.03255 0.03255
0,0651
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Peek \'eetnr bum. 0055 inh
r �.i•'ll
Pak Air Pressure: 109.3 ds
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By: Vilue Tech. ln5_
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27M Holloway Road - Suite III
Zany Crossln0 I of -WOVe Frequency Analysis
Louievillq KY 40203 U.S.A.
Waveform Graph Scale
Time Scole: 0.1 s
Seismic Scale: +1-0.16 inis
Sauna Seale: +(-0.0023 Fri
L
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Velocity Waveform
SSN: 050 Event: 4
Time Is)
A� VibraTech Ar
Printed! December 10, 201 a ruin: Op000W769 201512.93k (Glossaries Inc. PGFGonealor v 1.0)

Dyno Nobel North e;;;e;icra BLAST Im"EI OIR
DY140
SERVICE SITE LOCATION: Garner ORDER NO.: 957695
Dyno Nobel
ASTNUMBER: 1 BLAST TIME: 1_54Em BLAST DATE:01/20/2016
CUSTOMER: HANSON AGGREGATES SOU MINE: HOLLY SPRINGS ADDRESS: Holi S rin s NC
ROCK TYPE: Granite TonslYd3: 2.30 EXPECTED VIBRATION: 0.260
LOCATION OF BLAST
LOCATION OF BLAST IN MINE: South BENCH: Bench 3
BLAST GPS POINTS: N 035 36 09.00000 & W -078 53 03.49980
WEATHER
WEATHER: Clear CEILING: 2K-10K TEMPERATURE: 35 WIND DIRECTION & SPEED: Light & Var 2
NEAREST NON -OWNED STRUCTURE
NAME: 6737 Cass Holt Rd. GPS Points: N_ 035 36 06.90000 & W -078 52 40.20000
DISTANCE: 1,945 Ft DIRECTION: 980
SEISMOGRAPH DATA
LOCATIvi. DISTANCE GPS POINTS CALIBRATION DATE
1
6737 Cass Holt Rd.
1,945 Ft
N 035 36 06.90000 & W -078 52 40.20000 11/20/2014
L F
T F
V F
AIR db
SEISMOGRAPH SERIAL OPERATOR
1
1 0.092 24 10.062
22 10.087
10
112.6 1
geo 9863 9863 1 1, Vibralech
}BLAST DATA
NUMBER OF HOLES EA
66
EXPLOSIVES SIZE, TYPE & WEIGHT
HOLE DIAMETER IN
5.75
SIZE
TYPE
WEIGHT
HOLE DEPTH FT
55
0
FACE HEIGHT F
51
2.00
90OG
132
SUB DRILLING FT
4
BULK
TITAN XL 1000 G
38 944
AVG. STEM FACE HOLES F
10
oTEM OTHER HOLES FT
10
BURDEN FRONT ROW (FT)
15
BURDEN OTHER ROWS (FT)
11
SPACING FRONT ROW F
10
SPACING OTHER ROWS (FT)
14
TOTAL WEIGHT:
39,105.04
DETONATORS USED IN BLAST: Non -Electric MATS USED: No STEM TYPE; 3/4 x 112 CRUSHED
TYPE
MFG
DATE CODE1
USED
TYPE
M G
DAIE CODE
SHOT BAG
Dyno Nobel Global
20
MILEAGE ROUND TRIP
Dyno Nobel Global
210
LABOR - PER MAN LOAD
Dyno Nobel Global
1
SHIPPING SERVICE ! F
Dyno Nobel Global
1
SHOT HOURS
Dyno Nobel Global
15
TECHNICAL SERVICE (E
Dyno Nobel Global
1
EZTL 9MS 6OFT
Dyno Nobel Global
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90OG
Dyno Nobel Global
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17AU15XI
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23MA15XI
12
200G
Dyno Nobel Global
24AU15J1
66
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Dyno Nobel Global
24AU15XI
12
CU Y 5 iN SHOT: 19,108 SCALED DISTANCE FACTOR: 56 % OF ANFO: 0
TONS IN SHOT: 43,948 HOLES/DELAY : —2_ _ FUEL OIL % (BULK): 0
MAX LBS/DELAY: 1,186 AVERAGE LBSIHOLE 593
POWDER FACTOR (TONS/LB): 1.12 POWDER FACTOR POUNDSIYD3: 2.05
BLASTERS NAME: Tbpmpson K vi BLASTERS NUMBER & STATE: NIA NIA
BLASTERS SIGNATURE: SITE SAFETY INSPECTION PERFORMED: Yes
NUMBER OF PERSONNEL ON SITE: 4

•
Seismic Analysis
Velocity Waveform Analysis
Stoat partner.
9556
m,mn'are veralan:
6C-6e.DI
Event Bett:
0106,2016 13 54'.21)(UTL'-16 ITT
Event Humour:
6
Rees, eHq rm.:
5:
Client:
HANSON AGGRF:GATF.S
Operation:
HOLLY SPRINGS OUARRI'
lurntiom
All' 673I CASS HOLT
Dlsmuce:
operator!
VIBRA-TECH GSNI
Comment:
Seismic fill
0,02 inrs
Sound I rllpler:
uS dB
Adotional Info
jLEW11341
N35 36 OaA WTK S_.nLl
Summary Date
L T
V
PPI'llnlsl:
t1.11925 0,0624
O18:5
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III.
4a(.01" P:
03615 n.: 125
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0.6$26S 0w557
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Peak Wean Sucn1 6.1225 iIv8
Peak Air Procure: 1I2c as
6 U6133l peLa 2.1 HZ
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114m2120151UT7 115:M11
By:
31owT,tll, Inc.
27M Holloway Rond -tuns 113
Lonisvilk. KY 40203 U.S. 1.
Wmentatm Graph Scale
nine Scala. n.la
Seismic Scale: 1.0.1a fats
Sound wale: .1. 6.nan psi
L
T
V
S
A/ VibraTech
USBM Safe Blasting Levels
SSN: 0550 Event: 5
• ♦ IN
Longitudinal Transverse vertical
• 5+
e
1 10
Frequency (Hz)
Zero Creasing Half -Wave Frequency Anelysls
Velocity Waveform
SSN: 9560 Event: 6
Time (s)
Printed January 20. 2016 File: 0000067632 201601s3k (GsoSonics Inc. PDFOonoralor v 1.0)

0
•
•
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Velocity Waveform Analysis
serial No;
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2700 Halmwy Rent - suite 113
Leuwdle. KY 40299 USA
ML: 502200.9900 FAX [phone] M
Vehrely Wardarm GMIA Seale
'rime Scale: 0.300 z
SNwOe Seale: 1F 0.160 6✓e
Sao"eeale: 41-00p23"I
Velocity Waveform
W-. 1771 Euml: q
USBM Safe Blasting Levels
SN: 17R Eeeu1: e
Frequency (Hz)
YAM Crmtl6C HmFWa,e 4Yequeeg nualysls
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Wehner, Judy • •
From:
Boyer, Janet
Sent:
Thursday, January 21, 2016 1:51 PM
To:
Wehner, Judy
Subject:
FW: Hanson quarry permit 92-13
Janet S Boyer, PE, CPM
State Mining Engineer
Division of Energy, Mineral, and Land Resources— Land Quality Section
North Carolina Department of Enviromental Quality
919 707 9220 office
[e-mail]
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699
I��[' — ' VoffiinqCofflpores,,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Margaret Mullins Imailto:[e-mail]
Sent: Thursday, January 21, 201612:52 PM
To: Boyer, Janet cjanet.boyer@ncdenr.l
Subject: Re: Hanson quarry permit 92-13
Janet,
'thanks for your help and into in this matter.
1 had a meeting with Hanson Aggregates Vibratech, and my well company yesterday. I am glad that everyone
was able to meet at my house and appears to be working with me. Two weeks before the meeting I asked for
blast records/ site of blast/ and if possible, on site well monitoring records.I did have a problem with obtaining
the original blast records. The records were put into a presentation but no original records were brought to the
meeting. I asked vibratech if I could see the originals and the response was "the records are not mine to show
you, they do not belong to vibratech". After the meeting it was decided that 1 am not comfortable with a "third"
party that is being paid by the quarry. Why are these original records such a secret?
1 am officially putting in a blast complaint starting in
Oct 2014 - January 20 2016.
If possible I would like records of the blasting since Hanson look over the quarry. My house was built in 2007
but the real problems with my well started in 2009. If you need specific dates I can get them to you. My water
has been clear since approximately Dec.20 2015 but the blast yesterday has turned my well water dirty again.
Thanks and don't hesitate to call with questions. .lust keep me updated at your convenience and I can stop by to
view any into you might think is important.

Margaret Mullins 919-754-03590
0
On Thu, Jan 7, 2016 at 10:12 AM, Boyer, Janet <'anct.bo er ncdenr.gov> wrote:
Ms. Mullins,
As we discussed, I have attached the Hanson Holly Springs quarry permit to this email. If you wish to review
anything else in the file, please call our office to schedule a time.
Janet S Boyer, PE, CPM
State Mining Engineer
Division of Energy, Mineral, and Land Resources — Land Quality Section
North Carolina Department of Enviromental Quality
919 707 9220 office
ianet. [e-mail]
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699
=I--
-��- Noshing Compares_r, ,.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

e:' 1
I
Energy, Mineral
and6and Resources
GNVIPONM6NTAL QUALITY
• PAT MCCRORY
GwYmar
DONALD R. VAN DER VAART
ssnray
TRACY DAVIS
January 21, 2016 ni.>aw
Mr. Toby Lee
Hanson Aggregates Southeast LLC
2102 Gateway Centre Boulevard, Suite 100
Morrisville, North Carolina 27560
RE: Blasting Complaint
Holly Springs Quarry
Permit No..92-13
Wake County
Cape Fear River Basin
Dear Mr. Lee:
This office recently received a complaint directed at blasting practices conducted at the
above referenced quarry. According to the complainant, Margaret Mullins, the vibrations
produced from the blast at the Holly Springs Quarry since 2009 has caused her well water to
become cloudy.
As provided in the mining permit for this site, you are requested to provide this office
duplicate copies of all shot records related to the blasts conducted from November 1, 2015
through January 20, 2016, including any seismograph recordings made for this office's review.
It is recommended that you discuss this matter with her. Her address and telephone
number are as follows:
6516 Cass Holt Road
Holly Springs, North Carolina 27540
919-754-0359
I look forward to receiving the requested information in the near future. Your continued
cooperation will be appreciated.
cc: John Holley, PE
Sincerely,
c�
udith A. Wehner
Assistant State Mining Specialist
Land Quality Section
Snro dNaM Caroline I Envvp,mmul Qlaluy I Energy,[Ameal end LAM Reswre*
1612 Mml &mw Gdv 1512 N. M sU,,y 5L 1 SA msh. NC 29699
919707920 T

•
Wehner, Judy
From: Margaret Mullins <[e-mail]>
Sent: Thursday, January 21, 2016 2:24 PM
To: Wehner, Judy
Subject: Re: FW: Hanson quarry permit 92-13
Ok the complaint will be from myself and my parents that live next door.
Margaret Mullins
6516 Cass Holt Rd.
Holly Springs NC 27540
And
John Iliopoulos
6504 Cass Holt Rd.
Holly Springs NC 27540
Margaret I. Mullins
On "Phu. Jan 21, 2016 at 2:19 PM, Wehner, Judy <judv.wehnernncdenr.eov> wrote:
Inarder to process your complaint I need your mailing and physical address(es).
Thanks.
From: Boyer, Janet
Sent: Thursday, January 21, 2016 1:51 PM
To: Wehner, Judy <judy.wehnerralncdenr.gov>
Subject: FW: Hanson quarry permit 92-13
vc~
JJ�
Janet S Boyer, PE, CPM nv
State Mining Engineer
Oivision of Energy, Mineral, and Land Resources — Land Quality Section
North Carolina Department of Enviromental Quality
919 707 9220 office
r �+

ianet boverlaZncdenreov ® •
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699
"NOIWmq Compnms...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Margaret Mullins (mailto:maemullinstEDgmail.com)
Sent: Thursday, January 21, 2016 12:52 PM
To: Boyer, Janet <[e-mail]>
Subject: Re: Hanson quarry permit 92-13
Janet,
Thanks for your help and info in this matter.
I had a meeting with I --Janson Vibra[ech, and my well company yesterday. I am glad that everyone
was able to meet at my house and appears to be working with me. Two weeks before the meeting I asked for
blast records/ site of blast/ and if possible, on site well monitoring records.l did have a problem with obtaining
the original blast records. The records were put into a presentation but no original records were brought to the
meeting. I asked vibratcch if I could see the originals and the response was "the records are not mine to show
you, they do not belong to vibralech". Aber the meeting it was decided that 1 am not comfortable with ❑'third"
party that is being paid by the quarry. Why are these original records such a secret?
L am officially pulling in a blast complaint starting in
Oct 2014 - .January 20 2016.

If possible I would like records Ole blasting since Hanson took over th*arry. My house was built in 2007
but the real nroblems with niv well started in 2009. If you need specific dates I can Let them to you. My water
has been clear since approximately Dec.20 2015 but the blast yesterday has turned my well water dirty again.
Thanks and don't hesitate to call with questions. Just keep me updated at your convenience and I can stop by to
view any info you might think is important.
Margaret Mullins 919-754-0359
On Thu, .Ian 7, 2016 at 10:12 AM, Boyer, Janet <[e-mail]> wrote:
Ms. Mullins,
As we discussed, I have attached the Hanson Holly Springs quarry permit to this email. If you wish to review
anything else in the tile, please call our office to schedule a time.
Janet S Boyer, PE, CPM
State Mining Engineer
Division of Energy, Mineral, and Land Resources — Land Quality Section
North Carolina Department of Enviromental Quality
919 707 9220 office
IanCL.uuyCi l+ZI iuuci n ,yoV
512 North Salichiir%f gtrppt
1612 Mail Service Center
Raleigh, NC 27699
r� C.. -f'Nathing Compares.-,.
9

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and /nay be disclosed to third parties.
Margaret Mullins
919-754-0359
Complete Horne Exteriors Inc.
Margaret Mullins
919-754-0359
Complete Home Exteriors Inc.

Boyer, Janet
From: Boyer, Janet
Sent: Thursday, January 07, 201610:12 AM
To: 'maemu [e-mail]'
Subject: Hanson quarry permit 92-13
Attachments: 92-13 MOD 2015.pdf
Ms. Mullins,
As we discussed, I have attached the Hanson Holly Springs quarry permit to this email. If you wish to review anything
else in the file, please call our office to schedule a time.
Janet S Boyer, PE, CPM
State Mining Engineer
Division of Energy, Mineral, and Land Resources — Land Quality Section
North Carolina Department of Enviromental Quality
919 707 9220 office
Janet. [e-mail]
512 North Salisbury Street
1612 Mail Service Center
Raleigh, INC 27699
kip
I''�-/'Nothinq Compares N.
LI _
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and tray be disclosed to third parties.

STATE OF NORTH-Ot
OfficeRALEIGH CENTRAL
FILE ,ACCESS RECORD
SECTION{ V Mining Program DATE/TIME
L2i U—<or�S
NAME ( -ii fc AL
REPRESENTING Lrzz[c
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 ourday-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 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 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.
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.
MINEY NAME / PERMIT NO. - COUNTY
1. Lemw
5rR &s
53-01 LFE
2.
S3 -i LF4
3. kdow1
5FQ V&s
or Business. Date Time In Time Out

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
RALEIGH CENTRAL Office
FILE ACCESS RECORD
SECTION' LQS_ Mining Program DATEITIME S I0: 99
NAME CoO4 (k. U%o&nr,Ay - REPRESENTI G
I ID Poo
Guidelines for Access: The staff of the Central Office is dedicated o malting 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 carryout 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 mine name/permit no., as
appropriate. The number of files that Vou 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
25c_opies - 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 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
r•�
to reviewing riles.
MINEY NAME 1 PERMIT NO. COUNTY
1.
2.
3.
Ff4 of Firm or Business . Date Time In Time Out
business card to form if available

Pat i�r�vrvrvey
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
January 12, 2015
Mr. Jack Garvey
Hanson Aggregates Southeast Inc.
2101 Gateway Centre Boulevard, Suite 100
Morrisville, North Carolina 27560
RE: Permit No. 92-13
Holly Springs Quarry
Wake Countv
Cape Fear River. Basin
Dear Mr. Garvey:
nnnald R, van rler Ilaart
Secretary
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to increase the affected acreage at this site to 173.25 acres as
indicated on the Mining and Erosion Control Plan Map dated November 2014. The
modification includes installation of an overburden pile in the northeast corner of the property,
expansion of the existing tailings stockpile just upstream of the settling cells and preparation of
an area for future plant re -location by filling an area with overburden and other fill in the
southern part of the property. The modification also includes the installation and maintenance
of all erosion and sediment control measures. A copy of the modified permit is enclosed.
The conditions in the modified permit were based primarily upon the initial application.
Modifications were made as indicated by the modification request and as required to insure
compliance with The Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to draw your particular attention
to the following conditions where minor additions or changes were made: Operating Condition
Nos. 3C, 4C, 5A, 10B and 12E.
The issuance of mining permit and/or any modification to it does not supersede local
zoning regulations. Thy ,esponsibility of compliance with any applicable zoning regulations
lies with you.
As a reminder, your permitted acreage at this site is 286.32 acres and the amount of
land you are approved to disturb is 173.25 acres.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 {Nail Service Center, Raleigh, North Carolina 27699-1612 r 919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: httpalportal.ncdenr,org/web/Irl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Mr. Garvey
Page Two
Please review the modified permit and contact Judy Wehner, Assistant Mining
Specialist, at [phone] should you have any questions concerning this matter.
Sincerely,
Aet S B y� P 4
State Mining Specialist
and Quality Section
JSB/jw
Enclosures
cc: Mr. John Holley, PE
William Gerringer-Mine and Quarry Bureau, w/o enclosures

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SECTION
Ufff9r, jW1
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:
Hanson Aggregates Southeast, LLC
Holly Springs Quarry
Wake County - Permit No. 92-13
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: October 31, 2018

7 -L Pane 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
December 4, 1992: This permit has been modified to allow the use of the Case Holt Road as
an entrance including the associated sediment and erosion control measures as indicated on
the As -Built Plans dated May 1992 and supplemental information dated September 1992.
April 21, 1995: This permit has been modified to change the corporate name from Nato L
Tear Company to Benchmark Carolina Aggregates Inc.
May 21 1999: This permit has been modified to change the corporate name from Benchmark
Carolina Aggregates Inc. to Hanson Aggregates Carolina Inc.
March 19 2002: This permit has been modified to change the corporate name from Hanson
Aggregates Carolina Inc. to Hanson Aggregates Southeast Inc.

Page 3
October 31, 2008: This permit has been modified to increase affected acreage at this site to
165.1 acres as indicated on the Permit Renewal Mine Plans last revised September 15, 2008.
This modification includes correcting the location of grass channel °F" and future mine permit
limits on the Mine Mao.
October 26 2009: This permit has been modified to change the corporate name from Hanson
Aggregates Southeast, Inc. to Hanson Aggregates Southeast, LLC.
January 12, 2015_: This permit has been modified to increase the affected acreage at this site
to 173.25 acres as, indicated on the Mining and Erosion Control Plan Map dated November
2014. The modification includes installation of an overburden pile in the northeast corner of
the property, expansion of the existing tailings stockpile just upstream of the settling cells and
preparation of an area for future plant re -location by filling an area with overburden and other
fill in the southern part of the property. The modification also includes the installation and
maintenance of all erosion and sediment control measures.
Expiration Date
This permit shall be effective from the,date of its issuance until October 23, 2018.
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:
OPERATING CONDITIONS:
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 Stormwater Program to secure any necessary storm water permits or other
approval documents.
2. Air Quality and Dust Control.
n A rr�I-t+-4 nrn Hope nrnAi ininn n;r nn�nrni rlfnmin+ Ccei ne inr h rr44inr1
r,ny mining � cici►cu F'i VIiGJJ Ni vuuvn y uu vvi ui in a. .. wuv . y
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.

Page'4
B. The permanent access (plant entrance) road shall be stabilized with no. 57
washed stone for a minimum of 200 linear feet. During quarry 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 Mining and Erosion Control Plan Map dated
November 2014 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
n n A .-.4 4 I 4 . . I.. F: L ..a _J I: :a. J 4.— J: ►4
rNUCgUQLC mechanical lec anical barriers including? UUL nUL 11111IIMU LU UIVCI nIUI Ls, ec71 LI ICI I
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.
B. All mining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated on the Permit
Renewal Mine Plans last revised September 15, 2003 and supplemental
information received by the Land Quality Section on July 31, 2008.
C. All mining activities associated with the installation of an overburden pile in the
northeast corner of the property, expansion of the existing tailings stockpile just
upstream of the settling cells and preparation of an area for future plant re-
location by filling an area with overburden and other fill in the southern part of the
property, including the installation and maintenance of all associated erosion and
sediment control measures shall be conducted as indicated on the Mining and
Erosion Control Plan Map dated November 2014 and supplemental information
received by the Land Quality Section on December 2, 2014.

Page 5
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
A. The observation wells denoted as 1 through 6 on the Mining and Erosion Control
Plan Map dated November 2014 shall be monitored at least 30 days prior to
initiating any excavations of consolidated material (rock) in the initial pit area to
allow for the determination of pre-existing (static) groundwater levels.
B. The observation wells shall be drilled wells cased into consolidated rock and
grouted to the surface. The wells (boreholes) shall be extended at least 50 feet
below static water level, or at least 50 feet into unweathered rock, whichever is
deeper. The wells shall be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct these wells shall be
obtained from the N.C. Division of Water Quality.
C. The observation wells shall be monitored quarterly at the same day and
approximate time of day. The static water levels shall be measured with an
accuracy of plus or minus 0.-1 foot and shall be referenced to a datum point and
a record of the water levels maintained. The quarterly precipitation and the
volume of pit water discharge shall also be recorded. Copies of these records
shall be provided to the Department on or about the end of each quarter. Static
water level monitoring frequency may be increased or decreased 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 any pit expansion 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 twenty (20) foot wide horizontal
safety bench shall be provided at the top of the rock and at the toe of any
overburden slope. In addition, a minimum 15 foot wide safety bench shall
remain for each 35 foot vertical bench in all final rock slopes.

Paga o
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 t (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.
Y Q.
1
0
It
Q E IflifiEE �
9
. O.d5 inJsec t
8 C
1
J [
,.la _.20 JQ 100
CE7
J
Blast Vibrarron Frequency, Hz
Figure ; .4lremat�ve ofastrnylevet crite.�a
(Source modifred from trgure'&-i. B 6n eu of;✓lines P. 18507)
CE7
J
Blast Vibrarron Frequency, Hz
Figure ; .4lremat�ve ofastrnylevet crite.�a
(Source modifred from trgure'&-i. B 6n eu of;✓lines P. 18507)

Page 7
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/Dg)z Ds = D
Wirz
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 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/Wo.33)-i z
To convert U (psi) to P (dBL):

w
Page 8
P = 20 x log (U/2.9x10"9)
Confined Air blast/Overpressure (dBL)
fnr ni inrnj eiti in+lnn-
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 blastloverpressure shall not exceed 129 decibels, for the purposes of this
Section.
E, Record Keeping:
The operator shall maintain records on each individual blast describing: the 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 beprovidedto the Department upon request.
Excessive Ground Vibration/Air blast Reporting:
If around vibration or Air hlast limits are exceeded the nneratnr 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. Flvrock 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 9
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:
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.
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 to prevent inadvertent public
access. In addition, a minimum 20 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 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.

Vegetated earthen berms shall be located and constructed as shown on the
Mining and Erosion Control Plan Map dated November 2014. 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 Energy, Mineral and 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 fallowing information must be provided to and approved by the
Division of Energy, Mineral and Land Resources prior to commencement of such
disposal:

Page 11
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 groundcaver will be established
E. Used, clean concrete shall only be allowed on permitted quarry sites that have
obtained a valid air permit and are allowed to operate crushing operations for the
purposes of recycling and reuse provided that the following conditions are met:
1. Appropriate quality control measures shall be taken when the used
concrete arrives onsite to ensure that all such concrete processed onsite
is clean, inert material.
2. Used, clean concrete shall be temporarily stockpiled and processed within
existing approved affected areas drainin'g to existing approved erosion
and sedimentation control measures.
3. No used, clean concrete material shall be permanently disposed of onsite.
4. Any foreign material that may be found within the used concrete must be
separated from the concrete and properly recycled or disposed off -site.
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.

Page 1.2
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
The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an anale as to minimize the nossihility of slides and he
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:
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 13
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
on Detail Sheet, Sheet X-3, dated July 2008.
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.

1
P�age`i4'� .i.
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.
This permit, issued August 26, 1988, modified December 41 1992 and April 21, 1995,
renewed October 1, 1998, and modified May 21, 1999 and March 19, 2002, is hereby
simultaneously renewed and modified October 31, 2008 and modified October 26,
2009, is hereby modified this 12th day of January, 2015 pursuant to G.S. 74-52.
QC
By: I
I
Tracy E. Davis, Director
Division -f Energy, Mineral and Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

■■■
■■■
"' Hanson
HEIDELBERGCEMENTGroup
HANSON AGGREGATES SOUTHEAST, LLC
MIDEAST REGION
2101 Gateway Centre Blvd.
Suite 100
Morrisville, NC 27560
Phone: (Sig)360-2610
HOLLY SPRINGS QUARRY
7OW CASS HOST Roan
Horny SPrinoS, HC 27540
Wake Counh
Phone: (918)M7-8312
come Seen
Emumman Well
J
MINING PERMIT No: 82-13
PERMIT MODIFICATION

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® North Carolina Wildlife Resources
MEMORANDUM
TO: Brenda M. Harris, Mining Program Secretary
Land Quality Section
FROM: Shari L. Bryant, Western Piedmont Coordinator
Habitat Conservation
DATE: I I December 2014
munission
DEC 1 8 Z014
LAND QUALITY $�Clrt j
SUBJECT: Mining Permit Modification for Hanson Aggregates Southeast, LLC, Holly Springs
Quarry — Permit No. 92-13, Wake County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject permit application. Our comments are provided in accordance with provisions of the Mining Act
of 1971 (as amended, 1982) (G.S. 74-46 through 74-68 15 NCAC 5).
Hanson Aggregates Southeast, LLC is requesting a modification of their permit for mining
granite. The total permitted area is 296.32 acres. The modification involves S.15 acres within the
previously approved permitted boundary. The modification includes installing an overburden pile,
...d:.... AH e-.:.6.. r.a:.......r..A...ae ...A ....e... J........m.. A. Q.., f..r..m �h�. nl......r:.... TL..
expd'u...b wv'^......g �...W o.wnvu.., d u y,.vd.,,g d. �w w. • . v.a�...,..,w��.,...
applicant indicates groundwater and stormwater are discharged from the site, and a 50-foot buffer will be
maintained along all wetlands and natural watercourses. The reclamation plan includes allowing the mine
excavation to fill with groundwater and stormwater. The plant site, stockpile areas and overburden
disposal areas will be graded and seeded with grasses.
Unnamed tributaries to Jim Branch flow through the site. Jim Branch is a tributary to Shearon- /
Harris Reservoir in the Cape Fear River basin. Shearon -Hams Reservoir supports a diverse fishery
including sunfish (Lepomis spp.), crappie (Pomoxis sp.), catfish (7crolurus sp.), and largemouth bass 11��
(Microprerus saimoides). NCWRC game lands are located adjacent to the site. 1
According to aerial photography, the area of the proposed modification is forested; however, no
stream channels will be impacted. Since the proposed modification includes areas within, the previously
approved permitted boundary, we will not object to the proposed modification. We recommend sediment,
and erosion control measures are installed prior to any land clearing or construction. These measures
should be routinely inspected and properly maintained. 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. 4
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1 221
Telephone: [phone] • Fast: [phone] q C
3�-

Page 2 0
11 December 2014
Holly Springs Quarry
Permit No, 92-13
Thank you for the opportunity to comment on this permit application. If we can be of further
assistance, please contact our office at [phone] or shari.b ant a ncwildlife.or .
ec: Jack Garvey, Hanson Aggregates Southeast, LL,C
Gabriela Garrison, NCWRC

/ ft
�(13�1� *[C. �� �r 'IQ✓t ��y re�q�es.,-Mol,y�lpr;n
Garvey, Jack H (Morrisville) USA �J
To: Garvey, Jack H (Morrisville) USA ([e-mail])
Subject: FW: Hanson Holly Springs Quarry (UNCLASSIFIED)
C. Tme C!LsMn, Jr., ns
mv.7ss�3ur
monnmaw
sem acm my vmzm WmF,v<c cn:.m. M,c
-------- Original message _____---
From: "Lastinger, James C SAW" flames.C.Lmtineer(rtlusace.armv.mil>
Date:08/13/2014 4:32 PM (GMT-05:00)
To: Tyros Clayton <tclavton&daa.com>
Cc:
Subject: RE: Hanson (lolly Springs Quarry (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Tyros,
I apologia for my late response. Jn regards to our site visit on August 4, 2014, Upon review of the area (as identified on maps
supplied tome), it was determined that die area in question is not ajurisdictional wetland regulated under section 404 of the clean
water act, and therefore would not require any department of the army permitting for activities undertaken in that area. Please let me
know if you need anything else.
Imes Lastinger
Regulatory Specialist
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27597
Tel;(919) 5544884, x32
Fax: [phone]
Rcg„tatory l3omepage: htm:/lwwwmw.umceannvmil;urErLn _
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at h�:Hregulatorv�survev.com/.
---Original Message ----
From: Tyrus Clayton Imaino:tclavtonAclaa wml
Sent: Wednesday, August 13, 2014 3:55 PM
To: Lastinger, James C SAW
Cc: Jack H Garvey (Jack.GarveX64 anson.biz)
Subject: [EXTERNAL] FW: Hanson Holly Springs Quarry
James,
We really appreciate you coming out the site last week. I was seeing if you had a chance to send us an email on your determination.
Look forward to working with you again.
Thanks,
C. Tyms Clayton, Jr., PE
Senior Project Manager
Draper Aden Associates -chttn:/lwww.daa.wM>
Engineering' Surveying • Environmental Services

Lasting Positive Impact
46 W. Washington Street
Coats, NC 27521
phone [phone]/ fax [phone] / mobile [phone]
tclayton 1daa.com
www.daa.com
All the Stormwater News That's Fit to Print - The Inlet <htt ,//theinlet.word�ress.comh
From: Tyres Clayton
Sent: Friday, August 1, 2014 3:52 PM
To:'[e-mail]'
Cc: Jack H Garvey Jack.Garve hanson.biz
Subject: Hanson Holly Springs Quarry
James,
Sorry to wait so late to send this to you. On behalf of Hanson Aggregates and Jack Garvey, their environmental manager, please find
attached the following in preparation of our site visit this coming Monday at 9:30 am.
1. JD Request form
2. Site Mine Plan
3. Aerial Exhibit
4. USGS Exhibit
5. 2 property deeds covering the project area
If you have any questions or wish to discuss please do not hesitate to contact me at the info below or Jack Garvey at 919-380-2746 or
336-669-7565.
Sincerely,
C. Tyrus Clayton, Jr., PE
Senior Project Manager
Draper Aden Associates <hqp://www.daa.com/>
Engineering * Surveying * Environmental Services
Lasting Positive Impact
46 W. Washington Street
Coats, NC 27521
phone [phone]/ fax [phone] mobile [phone]
[e-mail]
www.daa.com
All the Stormwater News That's Fit to Print -The Inlet <htip://theinlet.wordpress.comh

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July 7, 2014
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Subject: Sarsext Water thin reatr,atr or
NHRRO#? 4-"01
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tictermiu;atrnnDa#e: Jltue25,2014 Staffi James Graham
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a.f.er ',r.wmx I> sr r ,yr llour PFOI r} i,azr dtr riot oielor ,gyp no ibe, mapmape n fare� t`td nhm, plr B tsrek l to
ca 7 n roleolktiermie. aarurJnn t, 8 c rr§Anne, Carp of i r, c r+ender; to f Dirreiac nt tb,as Rxrcurae$
(DWR).
This na-site deteratieatimrshaa evpim live (d) years huts the data sf fhis lettrnr. T„aaduryrtats aratieciedParCieaThat
disputes deteaetrivatiun made by the DWR"MiadaSeJ Loci t Aotkarky may regur=2 a itetern 1uiortbrflu
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fris detera m anni is 11"I:and loading u¢iess, as detailed atwve. You ask for a hearing or appeal within sixty 60)
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9 he asvne ir1aat r owners should notify the Division of Water Rciou"Pe rieelnding any entree Local, State, and
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anttk9), l i1i ltt RtiTC 1IIep PY[fn^fi d SYC(tO3s 404'46, `✓lcrmii I+a fire p38piistd 2CilYdli, At" Iilfl6ll.'ILS sWuld be
dittoMfitM7 Die ire nfBPaod RkrJt43i5eCvise:e`c Vi3Piee)hY edl9l.`l'f.rt#1yt3,anJ the I SAxms Ct?rpofEagincers
(Raleigh lff{_iE 3fora i'i0d O e )dE:`31
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11.1c. .

0 •

•
Wehner, Judy
From:
Harris, Brenda M
Sent:
Thursday, December 11, 2014 10:21 AM
To:
Boyer, Janet; Werner, Judy
Subject:
FW: 92-13 Holly Springs Quarry, Wake Co.
Attachments:
92-13 Holly Springs Quarry_NCWRCpdf
From: Bryant, Shari L.
Sent: Thursday, December 11, 2014 10:20 AM
To: Harris, Brenda M
Cc: iack.aawevCalhanson.com
Subject: 92-13 Holly Springs Quarry, Wake Co.
Brenda,
Please find attached our comments on the subject mining permit application. The permit application materials are in
the mail to you.
Thanks.
Shari Bryant
N.C. Wildlife Resources Commission
P.O. Box 129
Sedalia, NC 27342-0129
336.449.7625
shari.bryant@ ncwildlife.ork
Get NC Wildlife Update --news including season dates, bag limits, legislative updates and more --delivered to your
Inbox from the N.C. Wildlife Resources Commission.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and maybe disclosed to third paaiee.

9 North Carolina Wildlife Resources Commission 9
Gordon Myers, Executive Director
MEMORANDUM
'10: Brenda M. Ihurt is, Mining Program Secretary
Land Quality Seclion
FROM: Shari L. Bryant, Western Piedmont Coordinator
Habitat Conservation
DATE: II December 2014
SUB.IEC'1': Mining Permit Modification for Hanson Aggregates Southeast, LLC, Holly Springs
Quarry— Per,nil No. 92-13, Wake County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject permit application. Our comments arc provided in accordance with previsions of the Mining Act
of 1971 (as :mended, 1982) (G.S. 74-46 through 74-68 15 NCAC 5).
Hanson Aggregates Southeast, LLC is requesling a modification of Ihoir lannot for inining
granite. The I01a1 pennitmd aura is 286.32 acres. 'fire modification involves 8.15 acres within the
previously approved permitted boundary. The modification includes installing an overburden pile,
expanding the existing tailings stockpile, and preparing an area for the future plant relocation. 'the
applicant indicates groundwater and stormwater are discharged from the site, and a 50-foot buffer will be
maintained along all wetlands and natural watercourses. The reclamation plan includes allowing the mint
excavation to fill with groundwater and slormwatcr. The plant site, stockpile areas and overburden
disposal areas will be graded and seeded with grasses.
Unnamed tributaries to liin 13ranch flow through the site. Jim Branch is a tributary to Shearer -
Han is Reservoir in the Cape Fear River basin. Shearon -Barris Reservoir supports a diverse fishery
including sunfish (Lepornfs spp.), crappie (Ponlorls sp.), cmtfsh (Icrnduvs sp), and largemouth bass
(Microprerar soGrroirles)- NCWRC game lands are located adjacent to the site.
According to atrial photography, the area of the proposed modification is forested; however, no
stream channels will be impacted. Since the proposed modification includes areas within the previously
approved permitted boundary, we will not object to the proposed modification. We recommend sediment
and erosion control nmasures are installed prior to any and clearing or construction. These measures
should be routinely inspected and properly maintained. Excessive silt and sediment loads can have
numerous detrimental affects on aquatic resources including destruction of spawning habitat, suffocation
of eggs, and clogging of gills of aquatic species.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
'telephone: [phone] • Fax: [phone]

0
Page 2
I I December 2014
Holly Springs Quarry
Permit No. 92-13
Thank you for the opportunity to comment on this permit application. 1 f we can be of further
assistance, please contact our office at [phone] or shari.bryant u,ncwildlifc.org.
cc: Jack Garvey, Hanson Aggregates Southeast, LLC
Gabriela Garrison, NCWKC

Wehner, Judy
From: Smith, Danny
Sent: Wednesday, December 10, 2014 4:23 PM
To: Wehner, Judy; Hennessy, John; Valentine, Thad
Subject: holly springs quarry
Attachments: 92-13 DWR REVIEW SHEET 2013.doc
Please see comments
Danny
Danny Smith, Supervisor
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources
[phone]

Print this form to PCF Return PDF of this form to DEMLR CC by email cc DEMLR RID, DWR SPU. Send a copy to the permiltee.
MINING AMIT APPLICATION RO/IEW FORM
forthe
DIVISION OF WATER RESOURCES
Project Name: Holley Springs Quarry DEMLR Permit # 92-13 County: Wake
Applicant's Email: [e-mail]
PERMIT ACTION TYPE: Modification
YES NO Date Commencing
r( r t
Have land disturbing activities
started? Date? rr rt >1988
Latitude: 35.6054 Longitude:-78.8792
Please return comments to : Judy Wehner
Comments due by: December 26, 2014
SECTION BELOW TO BE FILLED OUT BY DWR:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? Unclear... It
aooears that an unnamed tribulary to Jim Branch is orcoosed to be culverted and it may need to be omeritted
(4041401 Cent)_
Commentssee comments below
WalershedlStream Name & Classification: ut to Jim Branch . Class C Cape Fear River basin
DWR Compliance Status of Mine: no violations in BIMS
Does this mine (or previous owner) have DWR back fees to pay? BIMS indicated overdue fee for 2014 (due
1210l/2014) If yes, amount: $100.00
is ttiis ITiir1O 81-1 active permit iri Bliv"iOr_ Yea- INCGv2vu6I
See comments at bottom of sheet
YES NO
401 Wetland Cent. required?
`( unknown see below
r r
401 Wetland Cart. existing?
r ( Permit #
r r
Does DWR RO have enough information to
determine 0..a 401.certification is requited?
Is an O & M Plan needed? YES NO
Are wetlands disturbed at this site?
`
r(-
Does DWR RO suspect or know of nearby
F
r c
wetlands to the site?
—
Rao q,nI,mb19ni n

Print this loan to PDF Return POF of this form to DEMLR CO by email. cc DEMLR RO, DWR SPU. Send a copy to the permlltee.
EirUb
Is a wetland delineation required prior to
r (Consultant
DWR issuing the permit?
r (Onsite?
'r Offsite?
Stream Determination Needed?
f-(_
F-
Stream Determination Completed?
`(
(—(
Does DWR RO need a statement that no
wetlandststreams are disturbed
r (
f
for this project from applicant?
Buffer Determination Needed?
`—
Buffer Determination Completed?
rr
I-r
Recycle system permit existing?'
r r Permit #
New Recycle System permit required?"
r (
f- r
Enough information to determine?
—
Non -discharge permit existing?'
r (Permit #
r
((Unknown.
Will wastewaters discharge to HQW waters
r
r (7Q10
Permiltee
with a 7Q10=0? "
(
Flow.
must
determine.
Has Violation
-
-
O&M Requirements
NHQW/7Q10
Concerns
Does DWR require DEMLR to hold the
Pay back fees or renew
permit (e.g. so DWR can review it further or
.DWR permit
r ( Other.
�(
because DWR requires more information)?
Please describe the reason to
-
hold the permit: _.
RO contact
LHold Until
Mine must wait to dewater until an O&M plan is
I- f
f t
approved?
—
The NPOES SW and W W Permit NCG020000 covers closed loop recycle systems, designed to exclude ail stoonwater run-off from
the system and operate at or below two-(eet of freeboard. These systems maybe permitted by a Nan-i ischarme Recycle System
Permit from the Aquifer Protection Section LAPS) OR may instead be permitted under NCG020000 to eliminate an additional permit
Recycle systems that do not meet those criteria are considered discharging systems, and are subiect to the NCG020000 discharge
permit.
"To obtain 7010 flows, pemrittees must contact the DWR Stormwater Permitting Unit. If DWR does not have a flow estimate for a
specific stream, peanittees will be asked to obtain one. Permittees should contact J. Curtis Weaver of the USGS: 919-571-4043, for
more information on obtaining a 7010 flow. USGS will not determine a 7Q70 flow for tidally influenced water bodies.
•` If there is not enough information to give a complete answer, write in the space provided what you will (teed to answer this question
completely If you reunion DEMLR to hold the permit until further notice indicate that in the question below.
Rnv FenlomFw 7nin

Print this hi" to PDF Return POP of Mrs form to DEMLR GO by emell'cc DEMLR RD, DWR SPU. Send a cropy to the pennittae.
Reviewed bv: ® •
DWR RO Surface Water: Danny Smith Regional Office: RRO Date: December 10, 2014
RO Aquifer Protection Section: _ Regional Office: Date:
Subject mine site is in Cape fear River basin. The USCS map depicts a'enulations and blue line streams within (he
footprint orthe mine site that include Jim Branch and unnamed tributaries to Jim Branch that course into Harris Lake,
Class C waters.
I ) The proposed impact to the northeast corner of the property include an over burden area and sediment basin.
Based on the map crenulalions provided in (he review packet this activity would NOT impact an intermittent
stream. [Note: Harion's cover letter states that USACE and NCDENR DWR have determined that this haul
road will not impact the existing stream to southwest of the haul road of over burden storage area. )
2) Hanson letter states: Any runoff from the proposed expansion of the existing tailings pond Will eventually flow
across the low area and under the south haul road and discharging near the existing, .later Retetit ion Pond 112.
3) Phase I and 2 details the installation of al 30" CMP
With respect to items 2 and 3 above, the USCS Map and aerial photo indicate crenulalions and landscape position(s)
that suggest that a stream feature may be present and require per by the USACE and DWR (404 permit and
401 Water Quality Certification. —Note: I-lanson's cover letter did not address whether USACE and NCDENR
DWR provided a Stream determination letter for the track nor they have provide copies all Written
correspondence.
If you have questions please call Danny Sat ith at [phone]
Rmr.Sanramhar 9n to

• AT- A •
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Si III
Governor Secretary
December 4, 2014
MEMORANDUM���
TO: Judy Wehner DEC 0 J 7014
Land Quality Section
LAND CUAL17V L-7O-:: Cl-I
FROM: John Barr
Ground Water Management Section
Division of Water Resources
SUBJECT: Comments on the Mining Permit Modification Request for:
Hanson Aggregates
Holly Spring Quarry
Wake County
Please find attached a copy of the mining permit modification request for the above referenced
project.
The Holly Spring Quarry located in Wake County does not appear to have an unduly adverse effect
on ground water supplies and has previously registered its groundwater withdrawals with the
Division of Water Resources as facility ID# 0340-0010
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. 143-215.22H.
This statue requires any non-agricultural water user who withdraws 100,000 gallons or more many
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 I 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 Mail service cellar, Raleigh, North Carolina 27699-1611
Phone: still -707-9000I Internal ~ nodenr.gov
An Equal opponind Affl Ove PtAen Em*M—M inpninn, mWed paper

WMENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM
December 3, 2014
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harris 1 i
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification for Hanson Aggregates
Holly Spring Quarry
Wake County
John E. Skvarla, III
Secretary
® Mine Dewatering Proposed 0 No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on potable water supplies (GS 74-51 (2). Please respond by December
26, 2014 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, 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.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
[phone] if you have any questions.
Attachments
cc: Mr. John Holley
DEC 3 2014
WMWoFWkEKW$M"
Division of Energy, Mineral, and Land Resources i
Energy Section • Geological Survey Section • Land Quality Section - - -
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:llportal.ncdenr.orglwebllrl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

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ATA
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E: Skvarla, III
Governor December 3, 2014 Secretary
MEMORANDUM
TOE Ms. Shari Bryant
Habitat Conservation Program Coordinator
Wildlife Resources Commission
FROM: Brenda M. Harris &A
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification for Hanson Aggregates
Holly Spring Quarry
Wake County
Please find attached for your review a copy of the mining permit renewal 1 modification
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
December 26, 2014 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 at
[phone] if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: hlp:llportal.ncdenr.orq webllrl
An Equal Opportunity I Affirmative Action Employer -- 50% Recycled 110% Post Consumer Paper

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM
December 3, 2014
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
k
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section.
SUBJECT: Mining Permit Modification for Hanson Aggregates
Holly Spring Quarry
Wake County
John E. Skvarla, III
Secretary
® Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on potable water supplies (GS 74-51 (2). Please respond by December
26, 2014 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, 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.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wenner at
[phone] if you have any questions.
/bmh
Attachments
cc: Mr. John Holley
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http:llportal,ncdenr,orglweb/lrl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Lehigh Hanson
wq
Lehigh Hanson c. Address inquiries to the accounts ayable customer response line at:
300 E. John nter Fray E-Mail: Ih_vendomupport@lehig�son.com
Suite 1645
Irving, TX 75002
NCDENR-LAND
.
InvoiceiData.
Imoica NumkerT
___ ..
fig. " Remarks _n" „4
.GrosB�AlI1'OYM
-
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NeFAmount
OB/05I2014
MCR09U52014.
- minepermitmotif Ian
1,000.00
1,000.00
age 1 of 1 TOTALS
E7,000
00
i y hJ�E0.00
$1?00 00
..__ __.. aa'kat�Amed�ca NA — I
m o hs.g �;5201 i s ! %08A/2011
Lehiggh Hanson Inc.
300 E. John Carpenter Fnvy
Suite 1645 1.l
Iwing, X 760626-v g '+ A Y, j
}
T,OaTlIE NCDENR-LAND OIIAI_ �T_1'iF i i
ORDER OF > 'S' lyd3 '�'S pg'N
421216522
5v Ai
Me
E""•1,000.00 -
Void after 180 days

Wehner, Judy
From:. Werner, Judy
Sent: Tuesday, December 02, 2014 3'.36 PM
Tn: Smith, Danny
Cc: Holley, John; Valentine, Thad; Dupree, Joe
Subject: 92-13 DWR REVIEW SHEET 2013
Attachments: 92-13 DWR REVIEW SHEET 2013.doc
Here's the review sheet fir the modification of the Holly Springs quarry In Wake County.

Pnnt this form to PDF Refum PDF of this form to DEMLR CO by email. "DEMLR RO, DWR SPU. Send a oo➢y to the pepmhea.
MINING P&MIT APPLICATION IOVIEW FORM
for the
DIVISION OF WATER RESOURCES
Project Name: Holley Springs Quarry DEMLR Permit # 92-13 County: Wake
Applicant's Email: [e-mail]
PERMIT ACTION TYPE: Modificatin
YES NO Date Commencing
rr hr
Have land disturbing activities
started? Date? rr r >1988
Latitude: 35.6054 Longitude:-78.8792
Please return comments to : Judy Wehner
SECTION BELOW TO BE FILLED OUT BY DWR:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments:
WatershedlStream Name & Classification.
DWR Compliance Status of Mine:
Does this mine (or previous owner) have DWR back fees to pay? If yes, amount.
Is this mine an active permit in DIMS?
YES NO
tool wetland CerCriequired�7"
rf ?a.
�f 4
401 Wetland Cent. existing?
r-1 Permit #—
F I_
tDoes DWR ROf We enough. nformation-tii0
'.determine"if a 401'certificAiorr is required?£
Is an O & M Plan needed? YES NO
wetlands tlisturbeA at this;Site?
-A ;Site?
17
Does DWR RO suspect or know of nearby
7 f
r f
wetlands to the site?
rD
f fyf
Is a wetland delineation required -poor to
'-
(Consultant
ill
rf
OWR.issuing the permit?
`A
rfOlisltet?
u
Rev Rcntcmhpr 7010

Pant this form to POF Rehm PDF of this form to DEMLR CO by email. cc DEMLR R0. DWR SPU Sawa copy to the permlflae,
a e
Stream Determination Needed?
r(
r(
Stream Determination, Completed?
Does DWR RO need a statement that no
wetlands/streams are disturbed
r (
r
for this project from applicant?
Buffer Determination Needed? -
�':
,,'.
I—( An••,r-.
Buffer Determination Completed?
r (
r
Recycle system permit existing?*
if (Permit#
New Recycle System permit required? i
r (
F f
Enough information to determine?
—
lion -discharge permit existing?'
;F- Permit #
;
C—(Unknown.
Will wastewaters discharge to HQW waters
F-
F- (7Q10
Permittee
with a 7Q10=0?"
Flow:
must
—
determine.
r ( Has Violation -
-
-
equirements
'r ( O&M Requirements---
MQWl7Q10 Concerns
�al
r,Pay back fees or renew
Does DWR. require DEMLR to hold the
permit (e.g. so DWR can review it further or
DWR perm Itt_,;',
r�Other. LL
r ( N
because DWR requires more information)?
Please describe the.reason to.
hold the permit..:'
oil
RO. contact
r ( HoldUntil..
Mine must wait to dewater until an O&M plan is
r f
r
approved?
"To obtain 7Q10 flaws, permithms must contact the DWR Stormwater Permitting UnitffDWR does not have a flow estimate fare
specific streem, permittees will be asked to obtain one lam mittees should contact J. Curtis Weaver at the USGS: 919-5714043, for
more information on obtaining a 7Q 10 flow. USGS will not determine a 7010 flow for tidally influenced water bodies.
"' If throe is not enovuh information to quire a complete answer. write in the space Provided what von will need to answer this question
completely. If Vail require DEMLR to hold the Permit until further notice. indicate that in the question below.
Rea Rnnlemhar9nm

Print this form to PDF Return PDF of this form to OEMLR DO by smell. cc DEMLR RO, DWR SPU. Send a Copy to the perinhh e.
Reviewed by: 0 .
DWR RO Surface Water Regional Office: Date:
RO Aquifer Protection Section. Regional Office. Date.
aa„ santamho, min

mom
ME
0"Hanson
n C E � V E D
ULL 0 2 2%
LAND QUALITY SECTION
November 25, 2014
Ms. Judy Wehner
Assistant State Mining Specialist
DEHNR — Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27604
HE[DEL BERGUMENTGroup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560-9626
Tel [phone]
Fax [phone]
wunN hnnCon,Cnm
Subject: Hanson Aggregates Southeast, LLC — Holly Springs Quarry
NC Mine Permit No. 92-13 Mine Modification Application Submittal
Dear Ms. Wehner:
Hanson Aggregates Southeast, LLC is submitting a mine permit modification application to
install:an_overburden&pile'in:the no�theast�cor ren of=the•p` opera j.expand:theLexisting:tailings
stockpilarjustiupstreamrLofathe'settliF cellsraind:prepare.an:area=forsfutureipiant.re=location
ytfilling�ea ith o erbCrdl Kland!other?fili;inithe!southem7part.of-the:property.
1. In the northeast corner of the property, Sediment Basin #12 and a diversion ditch/berm
will be constructed to treat runoff from the proposed overburden pile. A new haul road
will be constructed along the existing screening berm to access this area. The new
haul road crosses an existing drainage discharge along the eastern property edge.
That location has,been investigated by representatives of the U. S. Army Corps of
Engineers and the NCDENR Division of Water Resources, and it has been determined
that the proposed haul road will not impact the existing stream to the southwest of the
proposed overburden storage area. However, a roadside berm and sediment
screening device have been detailed to filter any stormwater discharge from the haul
road to the stream.
2. Any run-off from the proposed expansion of the existing tailings pond will eventually
flow across the low area and under the south haul road, discharging near the existing
Water Retention Pond #2.
3. The proposed fill in the existing low area will be constructed in two phases:
• Phase 1: located north of the route of the proposed pipe across the low area
• Phase 2: beginning at the east end of that pipe and progressing west as the
pipe is installed and extended
A rock dam will be constructed at the existing pipe under the south haul road to treat
runoff reaching that point during the fill operation. Due to the short nature of the fill
activity and the existence of two detention ponds in series down gradient of this
discharge, a skimmer basin was determined to be an unfeasible effort for this location.
The existing pipe will be abandoned upon installation of the two proposed pipes. This
location has been investigated by representatives of the U. S. Army Corps of Engineers
and the NCDENR Division of Water Resources and it has been determined that the
proposed area has no jurisdictional waters or wetlands present.

Two sediment basins will be installed prior to construction of the tailings overburden
pile to treat runoff from that area. Diversion ditch/berms will be utilized around the toe of
the pile to direct runoff to the basins.
Enclosed please find the following:
- 1 (one) original mine application and 5 (five) copies
1 (nne) original vet of erosion vv' "' W a 01a uiotionJ and .�+ (fivc)
- 1 (one) original set of mine plans and 5 (five) copies
- 6 (six) copies of the USACE Jurisdictional Determination
- 6 (six) copies of the NCDENR RRO DWR Surface Water Determination
- 1 (one) Check No. 212165522 for $1,000.00 mine permit modification processing fee
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], and you may also contact our contracted engineer, Tyrus
Clayton: [phone].
Sincerely,
6-4-61�n
Jack Garvey, Environmental Manager
Enclosures:
cc: Toby Lee, NC Operations Manager
Dirk Field, Plant Manager

NORTH CAROLINA
MINING PERMIT APPLICATION
State of North Carolina
Department of Environment
and Natural Resources
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
Revised: January 30, 2008
Mine Permit Modification Application
Hanson Aggregates Southeast, LLC
Holly Springs Quarry, NC Mine Permit No. 92-13
Holly Springs, wake County
1010

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
I. Name of Mine Holly Springs Quarry County Wake
River Basin Cape Fear Latitude (dd.mm.ss) 350- 36'- 00" Longitude (dd.mm.ss) -780- 53'- 00"
2. Name ol'Applicant* Hanson Aggregates Southeast LLC.
3. permanent address for receipt of official mail** 2101 Gateway Centre Blvd Suite 100
4. Mine Office Address 7000 Cass Holt Road Holly Springs, NC 27540
Telephone [phone]
5. Mine
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
Print Name 'obve
Tlfl . Nr Operations Manager
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a
complete application or, if a public hearing is held, within 30 days following the hearing and the tiling of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this applieation can be considered complete. Attach additional sheets as needed.
-1-

■ NOTE: All of the following questions must be thoroughly answered with regards to 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
Answer all of the following that apply:
L a. 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 thatat l)te "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:
b. If this is an application for RENEWAL of a mining permit, indicate the mining permit number and
the total (overall) acreage cover�he existing permit: Mining Permit No.: Total
permitted acreage (this is the acreage that the "renewal" fee will be based upon):
c. If this is an application for a MODIFICATION to a mining peril, indicate the mining permit
number and the total (overall) acreage covered7y the existing permit: Mining Permit
No.: 92-13 Total permitted acreage: 286.32
Does the modification involve acreage within the previously approved permitted boundary?
Yes X 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): 8.15
Does the modification involve acreage outside the previously approved permitted boundary?
Yes No X . If yes, indicate the additional acreage to be covered by this
modification: (NOTE: you must complete all of Section F. of this application for
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portion of this acreage be affected (disturbed,
ground cover removed) by the mining operation? Yes No (if no, a "minor
modification" fee of $50.00 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):_
d. If this is an application for TRANSFER of a mining permit, indicate the mining peril number and
the total (overall) acreage covered by the existing permit: Mining Permit No.:
Total peritted acreage:
■ SEETHE 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: Granite
3. Mining method: Hydraulic Dredge Front-end Loader & Truck X Shovel & Truck X
Dragline & Track Self -loading Scraper Other (explain)
-2-

0
•
4. a. Expected maximum depth of mine (feet) 320'
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
Natural Ground Level
b. Expected average depth of mine (feet)
5. Has any area(s) at this site been mined in the past? Yes X No
If yes, when and by whom was this activity conducted? Nelto Teer, Benchmark Carolina Aggregates
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) conies of all mine maps and reclamation
maps, must be submitted with each permit application.
7.5 minute quadrangles may be obtained from:
N.C. Geological Survey
NCDENR
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
County highway maps may be obtained From:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
[phone]
-3-

u
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-ol=way.
b. Existing or proposed permit boundaries.
c. Initial and i1ltimate lirnitc of olaaring nntl 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.
m. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year iloodplain 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.
p. Names of owners of record, both public and private, ofall tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway; creek, stream, river, or
other watercourse; railroad track; or utility or other public right -of' -way; if an adjoining tract is
owned or leased by the applicant or is owned by the lessor of the mine tract, names of owners of
record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must
be provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or
less and is not designated as an Interstate Highway.
q. Map legend:
l . 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
0-99 Acres
1 inch = 50 feet
100-499 Acres
1 inch = 100 feet
500+ Acres
I inch = 200 feet
(NOTE: Smaller scaled maps may
be acceptable if they clearly illustrate the above items)
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E
1J
A table/chart 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 ofthe
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
'failings/Sediment Ponds
31.6
Stockpiles
35.3
Wastepiles
26.0
Processing Area/Haul Roads
14.9
Mine Excavation
56.3
Other
5.2
Total Affected Acreage
173.25
Total Permitted Acreage
286.32
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.
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0 •
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(v). Attach additional sheets as needed.
The pit is developed in the normal fashion for a mature granite operation. Areas adjacent to the existing pit
are stripped to rock by dirt haulers or our contractors. This disturbed area is made to drain back to the pit or to
approved erosion control structures. The sequence of existing pit, stripped areas and future pit areas is shown
on the submitted Mine Map.
* This modification involves installing overburden piles in the northeast corner ofthe property, expanding the
existing tailings stockpile just upstream ofthe settling cells, and preparing an area for a future plant re-
location by filling in with overburden and other till in the southern part ofthe property.
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
excauation(v), waste piles, access/mine roads and process areas), and give a detailed sequence of installation
and schedule for maintenance of the measures. Locale and label all sediment and erosion control measures
on the mine map(5) and provide, typical cross-secllons1constructlon details of each measure. Engineering
designs and calculations shall be required when needed to justify the adequacy ofany proposed measures.
Erosion control measures are noted in the attached Mine Map. These structures are all designed according to
the specifications shown in the Surface Mining Manual distributed by the Land Quality Section. Details for
all existing structures have been submitted and approved through past submittals.
*This modification involves the installation of additional erosion control structures, and details can be
reviewed on the attached modification mine maps and E&S Control Modification Calculations. Material
from basin and ditch construction will be utilized in any berm construction.
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.
The crushed stone production process requires water for washing the sized stone products at the wash
screen to remove dust and tines for the eventual use in asphalt and ready mix concrete. The water is
recycled through a closed circuit process water settling pond system. Wash water from the plant is
collected and delivered to the primary pond, where most ofthe fines are removed by simply settling out of
suspension. The water then flows to the secondary pond where settling ofadditional finer particles takes
place. The secondary pond also serves as a fresh water pond, and the clean water is pumped back to the
plant for re -use in the stone washing process. Due to loss to evaporation from the ponds and loss into the
stone products, the water balance is periodically restored by supplementing with groundwater pumped
from the quarry as part of the dewatering process.
Water is also used for dust control at the facility. Water is used at the processing plants by introduction
through sprays at crushers and at conveyor transfer points to control dust emissions. It is also used in the
water truck to control dust emanating from haul roads, stockpiles, and the shot rock pile in the pit. Water
used in dust suppression is usually pulled either from the quarry dewatering or from the secondary
setilingirresh water pond.
At the present time, no chemicals are used in any of these processes; however, it may be necessary to use
DWQ approved flocculants in the recycle system to help achieve a cleaner source of water for the plant
washing and dust control. It may also become necessary to use chemicals such as calcium chloride or
organic surfactants on the haul roads and crusting agents on the stone product stockpiles.
b. Will the operation involve discharging fresh or wastewater from the mine or plant as a point discharge to
the waterc of the Ctate9 Yet X I�Tn l r—, 1,. r'.,fl 1 I. OL" l �L 1;..,,1 ,.. ,_,. J
V Y-1, VI'Viy "GOLF IVG rac fl"I r c of me ur.i�rrcu�,c atier
locate all proposed discharge points (along tv th their method of'slahilization) on your mine map(s).
-6-

We currently operate under the NPDES COC No. NCG020124 General Permit that covers the discharge
ofexcess groundwater and stormwater from the quarry dewatering process, as well as any excess water
from our closed circuit settling pond system. The discharge water passes through a separate settling pond
prior to being discharged into the Little River. The NPDES Permit also covers stormwater from the mine
sites through multiple point source discharge points.
c. Will any part of the proposed mine excavation(s) extend below the water table?
Yes X Na . If yes, do you intend to dewater the excavation(s)? Yes X
No . If yes, what impact, if any, will mine dewatering have on neighboring wells? Estimated
withdrawal rate in gallons per day: 360,000_ . Locate all existing wells on the mine map(s) that lie
within 500 feet of the proposed excavation 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.
Granite mines do not typically cause a problem with wells on adjacent properties. "this site does not have
a history of' such problems. The amount of groundwater contained in the pit discharge is unknown. A
large amount of water discharged is stormwater collected in the pit sump. No wells are located within
500 feet of the excavation area. Dwellings around the quarry are served by water supply wells or public
water supply.
Removal of tlic overburden has very little effect on shallow wells in the area since the pits, for the most
part, sit on a topographic high and very little recharge area for shallow wells will be disturbed. The
overburden materials in the pit areas are silts, clays, and sand which inhibit groundwater migration.
No impact to wells within 500 feet of the quarries have been reported.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality permit(s) (i.e., non -discharge, NPDES, Stormwater, etc.) from the
Division of Water Quality, Water Quality Section. In addition, the applicant is required to register water
use with the Division of Water Resources if the operation withdraws more than 100,000 gallons per day
and needs a capacity use permit from the Division of Water Resources if the operation lies in a capacity
use area and withdraws more than 100,000 gallons per day.
The Holly Springs Quarry operates under NPDES COC No. NCG020087 General Permit. Water
withdrawals are reported annually by April I"to the Division of Water Resources under Facility ID No.
0340-0010.
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.
NC Air Permit No. 06313 R 12, issued by NCDENR DAQ is in place for quarrying. A complete system
ofwater sprays are in place at all crushers and conveyor transfer points to control particulate emissions
from these sources.
b. How will dust from stockpiles, haul roads, etc., be controlled?
A water truck is used to wet the haul roads, muck piles, and stockpiles as needed to control fugitive
emissions from these sources.
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 be located %irithin the mining per mil by undarie i.
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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 buffer locations and tividths on the mine
map(y)-
It is anticipated that a minimum 50 foot undisturbed buffer will be maintained between any mining
activity and existing property line or highway right ofway. An additional 50 foot unexcavated buffer
will be maintained and may include visual screening via visual berm or tree plantings. Buffer
locations and widths can be viewed on the attached mine maps.
* This mine modification involves areas with a 5046ot undisturbed buffer from the property line.
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 all buffer
locations and widths on the mine map(5).
A 50' wide buffer will be maintained between all wetlands and natural watercourses located on the
site. See attached maps.
* The DWR determined there would be no stream impact in the northeast corner, and there was no
stream in the southern part of the property. The USACE determined there were no wetlands impacted
in the southern portion as well. Please see stream and wetland determination correspondence.
6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizontal to 1 vertical slopes or flatter for clayey material and
minimum 3 horizontal to 1 vertical slopes or flatter for sandy material are generally required,
unless technical justification can be provided to allow steeper slopes.
To prevent landslides and/or slope failure adjacent to adjoining properties, cut slopes will be graded
no steeper than 1-1 /2 to 1, and fill slopes will be graded no steeper than 2:1, and proper compaction
procedures will be utilized. All slopes will be stabilized by seeding as soon as possible after grading
has been completed. Necessary erosion controls will be used to prevent slope failure by concentrated
stormwater runoff. Excavation or fill will not generally occur within 100' or 50' respectively of any
adjoining property boundary or right of way except for the installation of�visual screen berms.
* 'rhis mocli fixation invoivec the cinrLnil;nn of nnnd tud;mic uhrl yynrh�ur.aPn nnrl � ;ll
i....,,,b i ..b u�.■ ia..0 vv ... .a.�ui�. ✓.
slopes of the stockpile and armored toe at the base. Seeding will occur as each lift is completed. See
the attached mine map for further details.
b. Provide a cross-section on the mine map(s) .for all fill slopes (berms, wastepiles, overburden
disposal areas, etc.), clearly indicating the intended side slope gradient, installation of any benches
andlor slope drains (with supporting design information) if needed, and the method of final
stabilization.
The final side slopes for all overburden disposal areas will be sloped at 2:1 (h:v) or flatter. Upon
completion of fill area the .� ,ill IMP O A -A n. A n1ak;i.zed
.t 1 , . area .v.iua a�.�. u uliu a� viil« u.
c. In excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes including
specifications for benching and sloping. Cross-sections.for all cut slopes must be provided on the
mine map(s).z
Above t he watei elevations, excavation slopes ofuriconsolidaicd materials will be 2: f (h:v) or flatter.
Below the water elevations, excavation slopes of unconsolidated materials will be 1-1 /2,1 (h:v).
-8-

9 •
d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide cross -sections
of the mine excavation clearly noting the angles of the cut slopes, widths of all safety benches and
mine benches, and the expected maximum depth of the excavation.
At the Holly Springs Quarry, all benches are mined on a'14 to I slope with bench heights of40 to 45
feet and catch benching widths of at least 20 feet.
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. Locate all such
structures on the mine map if they are within 300 feet of any proposed excavation.
Sufficient buffers and proper berm construction ensure minimum impact to adjoining property owners. All
quarry shots are designed to prevent excessive vibrations. Additionally; during each shot event, a
seismograph recording will be taken from the closest off -site occupied structure, if access is allowed. in
relation to the shot location. Depending upon production requirements, the event occurs one to three times a
week. Structures within 300 feet are noted on the mine map.
8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area
and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder
barriers may be acceptable high wall barricades. A construction detail/cross-section and location of each
ryne of'barricade to be used must he indicated on the mine map(c).
Access to the property itself is restricted by gates and cables that are kept locked when the quarry is not in
operation. Much of the perimeter is fenced. Berms and overburden disposal areas also block access to much
of the site and inactive highwalls. Barricades of oversized rock are generally placed adjacent to active
l�ir.�ilrnlln —A — —1-cat-A � th- .I ' �lo..ol...-.oA
1 Il611 VV"I A UL IV u14. I%.IU Ci L%,U aJ .-.U1%, }lll 13 u\. Y1,I VI-) U
9. Are acid producing minerals or soils present? Yes No X How will acid water pollution
from the excavation, stockpiles and waste areas be controlled?
Mine dewatering analytical testing has shown no signs of acid water pollution.
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. Show the location of all visual screening on the mine maps) and provide cross -sections
through all proposed berms or proposed spacing, .sizes and species for Tree plantings.
Existing trees, terrain and berms effectively screen our operations from nearby roads and homes.
Trees and/or vegetation have been planted on the berms and in such areas as to promote future
long-term screening and soil stability.
b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated?
"There are no publicly owned parks, forest or recreation areas adjacent to the quarry.
11. Will explosives be used? Yes X No . I17yes, 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 on the mine's location to nearby
structures, more detailed technical information may be required on the blasting program (such as a third -
party blasting study). Locale the nearest offvile occupied struclure(ti) to the proposed excavation(.) on the
mine map and indicate ils approximate distance to the proposed excavation.
1�2

Ensign Bickford or comparable nonel blast initiation system is used to inadvertent blast initiation especially
during possible thunderstorms. An electronic initiation system may be substituted liar the nonel system if it
is deei-ned abetter overall system. Weather conditions are monitored continuously before, during, and after
loading of each shot to insure that the shot will not be initiated under adverse weather conditions that might
cause blast emissions to drift in an unacceptable direction or might prevent proper venting ofthe blast wave
away from adjoining properties. ANFO premixed powder is used in dry holes. A cap -sensitive high
explosive emulsion is used for wet holes and initiation of the ANFO.
Since blasting is an integral part of this operation, each blast is monitored with a seismograph to insure that
peak particle velocities and peak over pressures are within the limits established by local, state, and federal
authorities. Hanson works closely with consultants (often Vibratech) to monitor and review each blast and
seismographic recording. Along with the seismograph results, fragmentation and flyrock conditions are
constantly monitored, and the blasting program, including direction of' blasting, hole size and pattern,
stemming, etc. are adjusted as needed to insure best and safest results.
I L. tWllll fuel tall,
solvents, or other chemical reagents be stored on -site. Yes X No
Ifyes, describe these materials, how they will he stored and method of containment In case of p ll. Indicate
the location(s) of all storage.fucilitie.s on the mine map(.,).
Fuel tanks are enclosed in an above -ground steel secondary containment. All other oils, greases, and fluids
are also stored in secondary containment. Used oil is collected from equipment and picked up for offsite
recycling by properly certified contractors. Empty oil and grease barrels are returned to the supplier or
cleaned and placed into the metal scrap bin for offsite recycling. An approved dealer handles solvents. A11
employees are trained on a regular basis in the proper handling of petroleum products, managing and
cleaning of spills, and proper disposal of rags, absorbent materials, and any contaminated soils.
D. RECLAMATION PLAN
Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate
the sequence and general methods to be used in reclaiming this land. This must include the method of
reclamation of settling ponds and/or sediment control basins and the method of'restoration or establishment
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
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 gflhe reclamation plan and the location(s) of all permanent
channels must he indicated on the reclamation map.
The mine excavations have been allowed to till to a normal level by groundwater and stormwater runoff
from adjoining areas since the mining operations have been tentatively completed. The resulting deep water
lake may be used for recreation, and potentially as a fresh water supply. The plant sites, stockpile areas, and
overburden disposal areas will be graded and seeded with grasses suitable for establishment of grasslands
and wildlife areas. irocess and pit water settling ponds wili be filled and similarly reclaimed to grasslands
unless they are a part of the overall site drainage and reclamation plan.
See attached reclamation drawings for specific details.
2. Is an excavated or impounded body of water to be left as a part of the reclamation`? Yes X No
ff yes, illustrate the location of the hody(s) gf water on the reclamation map and provide a ,scaled
cross-section(,) through the proposed hody(s) of water. 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.
-ia-

0 0
It is Hanson's intent to convert the quarry into a fresh water lake upon cessation of' mining activities. In
addition, the fresh water pond , as shown on the attached drawings, will remain. A large percentage of the
mining area will be left as impounded water. In some areas, overburden will be backfilled to an elevation
several feet above the water table, and seeded according to schedule.
See attached drawings for specific details and cross sections.
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,
As a safety precaution, a 20-116ot wide safety bench will be left at the rock/unconsolidated soil interface. A
permanent fence will be erected around the completed quarries to prevent unauthorized entry, and danger
signs will be posted at regular intervals along the fence to warn folks of the open pits. Large boulders placed
end -to -end may be placed around all excavations in lieu of fencing.
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 he provided on the reclamation map.
As overburden is placed in designated areas, it is spread and compacted by dozer and haul units. Slopes in
waste areas will be graded 2:1 or flatter and vegetated as soon as possible to prevent erosion. Erosion control
measures and runoff conveyances will be established as the wastepile develops and then maintained
throughout the process until final reclamation is achieved. Drainage on top ofthe waste areas will be
established to prevent pooling and stagnation of'water and to control runoff: Final reclamation of waste areas
Will include final top and slope dressing as required followed by seeding in accordance with the attached
revegetation plan.
See attached drawings I -or specific detail.
5. a. Describe reclamation of processing facilities, stockpile areas, and on -site roadways.
Reclamation in these areas will occur as follows. First, the product stockpiles will be sold down. Then the
processing plants will be dismantled and removed from the site. Any remainini; piles. waste piles, and
areas graded for plant layout and operation (including ramps to the primary stations) will be graded 2:1
maximum slope but generally 3:1 or flatter. Finally, these areas will be scarified and seeded according to
the revegetation plan. Any site access roads not utilized in the end use development plan will be treated in
the same manner.
Any erosion control structures in these areas to be incorporated into the end use development of the site
will be cleaned out and left in good working condition.
b. Will any on -site roadways be left as part of the reclamation? Yes X No . Ifyes,
identify such roads+Jays on the reclamation map and provide details on permanent ditch line stabilization.
Main paved roads into the existing stone processing area will remain for access and future development
purposes. The road through the existing plant site to the former plant area will remain and will be graded,
including side drainage ditches, and stabilized with rock.
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
generated waste shall be disposed of on the mine site without prior written approval from the NC
Department of Environment and Natural Resources, Land Quality Section and either the Division of
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0
0
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 lemporary and permanent
refuse disposal areas must be clearly delineated on the mine maps) and reclamation map, along with a list
of items to he disposed in said areas.
As previously approved, temporary scrap and used equipment storage areas have been developed at this site.
The scrap material and used equipment which accumulate as a result of mining and processing activities are
stored in these areas until sold to an independent recycling contractor. No process waste products other than
inert fines are disposed of at this site.
A scrap bin is maintained on site for disposal by recycling of small metal scrap. Tires are recycled through
the various tire suppliers.
7. Describe your plan for revegetation or other surface treatment of the affected areas. This plan must
include recommendations for year-round seeding,, including the time of seeding and the amount and type
of seed, fertilizer, lime and mulch per acre. The recommendations must include general seeding
instructions for permanent revegetation and, i f necessary, temporary revegetation. Revegetation utilizing
only tree plantings is not acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the Division of Forest Resources, Department of Environment and
Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service, specialists
and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at
North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters referred by the Division of Forest Resources, Department of
FmArnnment and Nat'1:ral 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;
h. Others as may be approved by the Department.
LIME - RATE OF APPLICATION (tons/acre):
2000 Ib/ac applied. Application rate to be adjusted based on soil sampling results.
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre):
As required use of 10-10-10 at 500 Ibs/ac. Land application of animal waste (chicken litter) used when
available.
SEED -TYPE (S) AND RATE (S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDULE (pounds/acre): [NOTE: Include Legumes]
Final and/or Temporary Cover: Small grain or rye at 50 lbs/acre; Kobe Lespedeza at 60 lbs/acre;
Tall Fescue at 200 lbs/acre or Common Hulled Bermuda at 100 lbs/acre.
MULCH - TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF ANCHORING:
Clean small grain straw or hay a 2 tons/acre
For 3:1 or steeper slopes, tack with rapid setting emulsified asphalt at 10 gal/1000 square foot, or other
tacking agent approved by Owner.
OTHER VEGETATIVE COVERS — TYPE (S) AND RATE (S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing oft rees/sh rubs, etc):
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Revegetation and/or reforestation plan approved by:
Signature Date
Print Name
Title
Agency
-13-

APPLICATION FOR A MINING PERMIT •
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
Thefollowing bond calculation worksheet is to be used to establish an appropriate bond (bused upon a range
of$500 to S5, 000 per affected acre) for each permitted mine site based upon the acreage approved by the
Department to be affected during the life ofthe inhungpermil. Please insert the approximate acreagefor each
A security bond has been posted by Hanson Aggregates Southeast, LLC pursuant to N.C.G.S. 74-54.
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent cerli tied or registered mail
to:
(])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 he 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 an adjoining the mining permit
boundary which lie directly across and is 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 are 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" font (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.
N/A: Additional permitted acreage is not requested in the mine permit modification application,
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APPLICATION FOR A MAG PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right ofentry 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 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:
Signature:
Print Name: _"Roby Lee
(Title, if applicable)
Company Hanson A"—regates SE, LLC
(1 i' appl icable)
Address: 2101 Gateway Centre Blvd, Suite 100
Morrisville. NC 27560
Telephone: _(919) 380-2605
Date Signed: 1�'Z �-•
APPLICANT:
Signature:*
Print Name Toby Lee
Title: NC Operations Manager
Company: Hanson Aggregates Southeast. LLC
Mine Name: Manson Aggregates — Holly Springs Quarry
Telephone: [phone] _
Date Signed: f% z 5� l Y
*Signature must be the same as the individual who signed Page I of this application.
One original and five (5) conies of the completed application, six (6) conies of all location maps, mine maps
and reclamation mans, 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 status of the review of this application should be directed to the Mining Program staff at
[phone].
-15-

0 0
APPLICATION FOR A MINING PERMIT
MINING FEE SCHEDULE Hanson Aggregates — Holly Springs Quarry Modification Application
Anon refundable permit application processing fee when filing for anew mining permit, a major permit modification or a renewal
permit is required as follows:
0-25 acres 26+acres
New Permit Applications $3,750.00 $5,000.00
Permit Modifications $750.00 $1,000.00
Permit Renewals $750.00 $1,000.00
Transfers/Minor Modifications* $100.00 $100.00
* Anonrefundable S100.00permit application processingfeeisrequired for minorpermitmodifientions. MinorpermitmodificationsineiudeownershipImnsfers,
name changes, bond substitutions and permit renewals where the mine is inactive and fully stabilized. A minor permit modification also includes lands added to a
permitted area, outside of the minimum permit buffer zone requirements, where no pl a ns for mini jig relateddislurba nee of the added land% have been a pproved. All
other changes are considered major permit modifications.
Acres for new permits and renewal permits means the total acreage at the site. Acres for major modification of permits means Ihut area of land affected by the
modification within the permitted mine area, or any additional land that is to he disturbed antidded to an existing permitted area, or both.
Make checks payable to: NCUENR-Land Quality
1620 Mail Ceryire Cm rater
Raleigh, NC 27699-1612
-16-

h Xams9n Lehigh His n Inc. Address inquiries to the aoc"r;payable customer response line at:
Lehigh ..H,u n 300 E. Jo!arpenter Fnvy E-MaiC Ih vendorsupport@11*hanson.com
Suite 164
Irving, TX 75062
,r'VaMor W �:c<LTx
v&Yonder N Gr. ^Vv
,` Y:. Clink Wee, 7 A,
!;; , Cheek NumNer ;
NCDENR-LAND QUALITY
1607576
06212014
21216522
In mice DabaiPL,4
In" ice Numllerg sr'
e,..f1..Yn
�
F.; ;t'.�'Rerniidm 44':V44IS•�6u.�AGlosic°Amour0i
�"
S'DbcouM n;,„
r: Net Amourn,,�_
O8r052014
MCR0B152014
minepermllmoaiacaw
1,000.00
1,000.00
1,
l
i
i
Page l of I TOTALS
r

0
CI
E&S CONTROL MODIFICATIONS
WrlI IV -QPRlklr..0 nl IAR0V
HANSON AGGREGATES SOUTHEAST, LLC
Mining Permit92-13
WAKE COUNTY
NORTH CAROLINA
ISSUED BY
DRAPER ADEN ASSOCIATES
Project R14315N-01G
November 17, 2014
;�O e�F °q•�2�
SEAL
= 028909
1111712014
NE�P
�/S -C 1
`f'r+iunu„ '
Draper Aden Associates
F riginecring ♦ Surneyiog • F nvirnrmicnral 5crciccs
46 West Washington Street — Coats, North Carolina 27521
Phone: [phone] - Fax: [phone] — www.daa.com
License No. C-0861

0 0
NARRATIVE
The calculations attached are for a modification and addition of two additional overburden and tailings
stockpile areas. These areas were not previously depicted in the 2008 modification and renewal
application packet. This modifications are in preparation of future pit expansions and plant relocations
within the site. The revisions and modifications now shown are as follows:
Enlargement of Existing Tailings Pile: The existing tailings disposal area is located immediately to the
northeast of the settling ponds on the mine site. This area is proposed to be expanded in size to the east
of the current area (approximately double in size). Drainage from this area will continue to drain either
back into the settling ponds or to the Southern Overburden/Tailings Disposal Area described below and
eventually through both Water Retention Ponds #1 and #2 as depicted on the mine drawings.
Southern Overburden/Tailings Disposal Area: Fill is proposed in an existing low area south of the mining
area so the ground surface is flush with the present stockpile area and to create a tailings/overburden pile
south of the existing low area and an overburden pile at the northeast corner of the site will also be
constructed.
A pipe will be installed to carry runoff from the area south of the existing settling cells across the low area
and under the south haul road, discharging near the existing Water Retention Pond #2. A ditch will be
constructed between the haul road at the south edge of the mining area and the proposed fill to convey
runoff from the existing stockpile area and plant process water around the north end of the proposed fill
to a second proposed pipe under the south haul road discharging just north of the first pipe.
The proposed fill in the existing low area will be constructed in two phases:
• Phase 1: located north of the route of the proposed pipe across the low area
• Phase 2: beginning at the east end of that pipe and progressing west as the pipe is installed
and extended
A rock dam will be constructed at the existing pipe under the south haul road to treat runoff reaching that
point during the fill operation. Due to the short nature of the fill activity and the existence of two
detention ponds in series downgradient of this discharge, a skimmer basin was determined to be an
unfeasible effort for this location. The existing pipe will be abandoned upon installation of the two
proposed pipes. This location has been investigated by representatives of the U. S. Army Corps of
Engineers and the NCDENR Division of Water Resources and it has been determined that the proposed
area has no jurisdictional waters or wetlands present.
Two sediment basins will be installed prior to construction of the tailings overburden pile to treat runoff
from that area. Diversion ditch/berms will be utilized around the toe of the pile to direct runoff to the
basins.
North East Overburden Area: A sediment basin and diversion ditch/berm will be constructed to treat
runoff from the overburden pile at the northeast corner of the site. A new haul road will be constructed to
access this area. The new haul road crosses an existing drainage discharge along the eastern property

edge. That location has been investigated by representatives of the U. S. Army Corps of Engineers and the
NCDENR Division of Water Resources and it has been determined that the proposed haul road will not
impact the existing stream to the southwest of the proposed disposal area. However, a roadside berm and
sediment screening device has been detailed to filter any stormwater discharge from the haul road to the
stream.

0
QDraper Aden Associates
../'S F:rry�rnrrgrq; • ,Grrphmg F.mlromnrund 5,reux.•
�i
Project:
Hanson Aggregates Holly Springs Quarry
Project#:
R14315N-01G
RUNOFF CALCULATION SHEET
Date:
September 3, 2014
By:
WLF
naswmu uucnsiy
5 min 10 min
2-year:
5.86 4.68
10-year:
7,49 5.99 inlhr
25-year:
8,28 6.6 inlhr
DA 9
to SB 9
Drainage Area:
470,364 ft2 10.8 acres
Disturbed Area:
470,384 ft2 10.8 acres
Coefficient, C:
0.4
Time of Concentration:
5 min
Intensity. I:
2-year
5.86 inlhr
10-year
7.49 inlhr
25-year
8.28 inlhr
Runoff
Disturbed area, 10-year =
C x I x A
=
0A x 7,49 x 10.8
=
32.36 ft3lsec
Drainage area, 2-year =
C x I x A
=
0.4 x 5.86 x 10 .8
=
26.32 ft3lsec
Drainage area, 25-year =
C x I x A
=
0.4 x 8.28 x 10.8
=
36.77 ft'lsec
DA 11
to SB 11
Drainage Area:
1.038.566 ft2 23.84 acres
Disturbed Area:
934.709 ft2 21.46 acres
Coefficient, C:
0.4
Time of Concentration:
10 min
Intensity, I:
2-year
4,68 inlhr
10-year
5,99 inlhr
25-year
6.6 inlhr
Runoff
Disturbed area, 10-year =
C x I x A
=0.4x5.99x21.46
=
51.42 fetsec
Drainage area, 2-year =
C x I x A
=
0A x 4,68 x 23,84
=
44.63 ft3lsec
Drainage area, 25-year =
C x I x A
=0.4x6.6x23.84
=
62.94 ft'lsec
DA 10
to SB 10
Drainage Area,
455,210 ft2 10.45 acres
Disturbed Area:
455,210 ft2 10.45 acres
Coefficient, C:
0.4
Time of Concentration:
5 min
Intensity, I:
2-year
5.86 inlhr
10-year
7.49 inlhr
25-year
8.28 inlhr
Runoff
Disturbed area, 10-year =
C x I x A
=
0.4 x 7.49 x 10.45
=
31.31 ft3lsec
Drainage area, 2-year =
C x I x A
=
CIA x5.86x10,45
=
24.49 431sec
Drainage area, 25-year =
CxIxA
=0Ax8,28x10.45
I
34.61 ft'lsec
DA 12
to SB 12
Drainage Area:
272.621 ft2 6.26 acres
Disturbed Area:
272,621 ft2 6.26 acres
Coefficient, C:
0.4
Time of Concentration:
5 min
Intensity, I:
2-year
5.86 inlhr
10-year
7.49 inlhr
25-year
8.28 inlhr
Runoff
Disturbed area, 10-year =
C x I x A
=
0.4 x 7.49 x 6.26
=
18.75 ft3lsec
Drainage area, 2-year =
C x I x A
=
0.4 x 5.86 x 6.26
=
14.67 ft3lsec
Drainage area, 25-year =
C x I x A
=
0.4 x 8.28 x 6.26
=
20.73 f0sec
Page 1 of 14

0 o
DA 13 to Channel J
DA 14
Drainage Area: 677.560 ft2 15.55 acres
Drainage Area: 360,115 ft2
Disturbed Area. 677.560 ft2 15.55 acres
Disturbed Area: 360,115 ft2
Coefficient, C: 0,4
Coefficient, C: 0.4
Time of Concentration: 10 min
Time of Concentration: 10 min
Intensity, I:
Intensity, I:
2-year 4.68 inlhr
2-year 4,68 inlhr
10-year 5.99 inlhr
10-year 5.99 inlhr
25-year 6,6 inlhr
25-year 6.60 inlhr
Runoff
Runoff
Disturbed area, 10-year = C x I x A
Disturbed area, 10-year = C x I x A
= 0.4 x 5.99 x 15.55
= 0.4 x 5.99 x 8,27
= 37.28 031eeG"'acc
Drainage area, 2-year = C x I x A
Drainage area, 2-year = C x I x A
= 0.4 x 4.68 x 15.55
= 0.4 x 4.68 x 8.27
= 29.11 ft3lsec
= 16.48 ft'lsec
Drainage area, 25-year = C x I x A
Drainage area, 25-year = C x I x A
= 0.4 x 6.6 x 15.55
=0.4x6.6x8.27
= 41.06 ft'lsec
= 21.83 ft'Isec
A 15 to Channel H
DA 16
Drainage Area: 348,713 62 8.01 acres
Drainage Area: 204,623 f12
Disturbed Area: 278,970 ft2 6.4 acres
Disturbed Area: 204.623 f12
Coefficient, C: 0.4
Coefficient, C: 0.4
Time of Concentration: 10 min
Time of Concentration: 5 min
Intensity, I:
Intensity, I:
2-year 4.68 inthr
2-year 5.86 inlhr
10-year 5,99 inthr
10-year 7.49 inlhr
25-year 6.6 inthr
28-year 8.28 inlhr
Runoff
Runoff
Disturbed area, 10-year = C x I x A
Disturbed area, 10-year = C x I x A
= 0.4 x 5.99 x 6.4
a 0.4 x 7.49 x 4.7
= 15.33 ft3lsec
- 14.08 ft3lsec
Drainage area, 2-year = C x I x A
Drainage area, 2-year = C x I x A
= 0.4 x 4,68 x 8.01
= 0.4 x 5.86 x 4.7
= 14.99 ft'lsec
= 11.02 tt'lsec
Drainage area, 25-year = C x I x A
Drainage area, 25-year = C x I x A
= 0.4x6.6x8.01
= 0.4 x 8.28 x 4.7
= 21.15 ft'lsec
= 16.57 f0sec
Page 2 of 14
to Channel 1
8.27 acres
8.27 acres
to Pipe 1
4.7 acres
4.7 acres

r-•
aDraper Aden Associates
T,a sms e.vear
Project:
Hansan Aggregates Holly Springs Quarry
Protect #:I
R14315N-01G
Channel H
Date.
September 3, 2014
By:
WLF
Runoff
Drainage basin:
15
25,year Rul
21.16 saber
Dish Design
Lining:
grass 6 legumes,
w Anser resonant sow
Caech slabil'
Check opacity
Sere Earth
Gress lining
Bedcre Work
m.o b
100 It
100 n
Side Slow Gore Left .
30 fldon v
30 ttNTly
30 Xhlfla
Side Slope Ratio thin
3.0 fihgv
3.0XNkv
10 M1hlfiv
Water Death
Qtl R
ME tt
0]7 M1
Side Slope Wellh Right =
123
204
231
Sae Skye Width Les=
123
2G4
2.31
Area. A=
46011'
LIS no
9.48 s'
Waited Perimeter=
12.59 s
14,30 X
14.87 it
Hydraulic Ranges, R=
0.30 11
0,673X
0637tl
VR:
-
Iso
143
Roughness CoebOclenl in
0,02D (Care)
0.048 (2'-6' gone(
0.060 (6"-10"grass)
Slog, S:
0.015 her
0.015 flIX
0015 "
Velochy. V=t 4"E RNaS19
to
4A8 Nave
2.63 Neec
2,25 Mee
Flow, o',
21.41
2La2 balsa
21A2 n'Isec
Permissible Velucay
2. Needs
4.0 Sara
Flow Required', 21,15 fli
DOMusion:
Temporary
STABLE
ADEQUATE
lining required
USE North AmadCde Gratin ST6 jar pool)
Page 3 at 14

u
u
p' Draper Aden Associates
�� r.:�„„X • .��,., ¢� • e m xuwds„r ,
Project:
1Yry
Hanson Aggregates Hall Springs Quarry
Project #:
R14315N-OiG
Channel I
Date:
September 3, 2014
By:
WLF
Runoff
Drainage basin:
14
AunnHf.
4f3!¢nr9S_„nar
91.83 ---
Pump flow:
ft3icPr
Design Now =
26.83 ft3lsec
Ditch Design
Lining:
12" riprap
Check stability
Check capacity
Bare Earth
12" Riprap Lining
Bottom Width:
6.0 ft
6.0 ft
6,0 ft
Side Slope Ratio Left:
3.0 ft hlft v
3.0 ft hlft v
3,0 ft hlft v
Side Slope Ratio Right;
3.0 ft hlft v
3.0 ft hlft v
3.0 ft hlft v
Water Depth:
0,41 ft
0.86 ft
0.86 It
Side Slope Width Right =
1.23
2.58
2.58
Side Slope Width Left =
1.23
2.58
2.58
Area, A =
2.96 ft7
7.38 ft2
7.38 ft2
Wetted Perimeter =
8.59 ft
11.44 M
11,44 ft
Hydraulic Radius, R =
0.345 ft
0.645 it
0.645 it
VR:
-
2.40
2.40
Roughness Coeffiicient, n:
0 020 (bare)
0,078
0.078
Slope, S:
0.068 Rift
0.068 fit
0.068 tuft
Velocity, V=1.491nxR2"xS"2:
9.52 fusee
3.71 ft/sec
3.71 fusec
Flow, Q:
28.23 ft'/sec
27.40 ft3lsec
27.40 ft3l5eC
Permissible Velocity:
2.50 fusee
Flow Required: 26.83 ftWlsec
Contusion:
No Now until
ADEQUATE
Ilning in place
Afin�r
=
62.4 x 0.86 . 0.068
=
3.651b1tt2
Permissible Shear Stress:
4 Iblfe
Conclusion:
STABLE
IUse North Amorican Groan SC160 {oroqual)
Page 4 of 14

0 0
p' Draper Aden Associate
V f.-.gpfrerrnig • .ti.nn 1."nmm.rrwd snv..
Project:
Hanson Aggregates Holly Springs Quarry
Project#:
R14315N-01G
Channel J
Date:
September3, 2014
By:
WLF
Runoff
Drainage basin; 13
25-year Runoff: 41.05 ft3ISK
Ditch Design
Lining: 12" riprap
Check stability
Bare Earth
Check capacity
12" Riprap Lining
Bottom Width., 77 n ft
170 ft
17 n M
Side Slope Ratio Left: 3,0 ft hlft v
3.0 If h/ft v
3.0 ft h!ft v
Side Slope Ratio Right: 3,0 ft hlft v
3,0 it hlft v
3.0 ft h!ft v
Water Depth: 0.36 ft
0.79 It
0.79 It
Side Slope Width Right = 1.08
2.37
2.37
Side Slope Width Left = 1.08
2.37
2.37
Area, A = 4.71 ft2
11.35 ft2
11.35 ft2
Wetted Perimeter= 14.28 ft
17.00 ft
17,00 ft
Hydraulic Radius, R = 0.330 ft
0.666 ft
0.668 ft
VR: -
2.44
2,44
Roughness Coeftiicient, n; 0,020 (bare)
0.078
0.078
Slope, S; 0.063 fttt
0.063 ftM
0,063 ft/ft
Velocity, V=1.491nxR2nxS'2: 8.89 ft/sec
3.66 ftlsec
3,66 ft/sec
Flow, Q; 41,88 ft3lsec
41.53 ft/sec
41.53 ft3lsec
Permissible Velocity; 2.50 ftlsec
Flow Required: 41.05 ft3tsec
Conclusion: No flaw until
ADEQUATE
lining in place
Shear Stress =
yds
=
62.4 x 0.79 x 0.063
=
3.11 Ib7ft2
Permissible Shear Stress:
4 Iblft2
Conclusion:
STABLE
'Use North American Green SC160 (or equal)
Page 5 of 14

0
Draper Aden Associates
hngirrrcring •Sun rung • F,,nirr,n„rrnr,d 8crrfies
Project:
Hanson Aggregates Holly Springs Quarry
Project#:
R14315N-01G
PLANT DISCHARGE
Date:
September3, 2014
B71
WLF
Runoff
Ditch Design
Drainage basin: 13
25-year Runoff: 1.56 ft37sec
Lining: 6" riprap
Check stabil
Bottom Width;
Side Slope Ratio Left:
Side Slope Ratio Right:
Water Depth:
Side Slope Width Right =
Side Slope Width Left =
Area, A =
Wetted Perimeter=
Hydraulic Radius, R =
3.0 ft
3.0 ft htft v
3,0 ft htft v
0.09 ft
0.27
0.27
0.29 ft2
3.57 ft
o.082 ft
Roughness Coeffiicient, n;
0,020 (bare)
Slope, S:
0,200 ft/ft
Velocity, V=1.491nxR2%S'rz:
6.26 ft/sec
Flow, Q:
1.84 ft3lsec
Permissible Velocity:
2,50 ft/sec
Conclusion:
No flow until
lining In olac
3.0 It
3.0 It h/ft v
3.0 ft hlft v
0.22 ft
0.66
0.66
0.81 ft2
4.39 it
0.183 ft
0.38
0.104
0.200 ft/ft
2.06 ft/sec
1.66 ft3lsec
Shear Stress = yds
=62.4x0.22x0.2
= 2,751b1ft2
Permissible Shear Stress: 3 Ib1ft2
Conclusion: STABLE
IUse North American Green SC150 (or equal)
Check capacity
3.0 It
3.0 ft h/ft v
3.0 ft h/ft v
0,22 ft
0.66
0.66
0.81 ft2
4.39 it
0.183 ft
0.38
0.104
0.200 ft/ft
2.06 Mac
1.66 ft/sec
Required: 1.56 ft/sec
ADEQUATE
Page 6 of 14

SEDIMENT BASIN SB9 (RISER & BARREL)
Projeall
HansonAggralales
OP Draper Aden Associates
sq� l:q,..:w
project
R14315N-01G
Des:li
Se talObar 3, 2D14
By'
WLF
Basin Sizing
Oreinew basin 9
10y rrunoff
Disturbed Areal. 010- 32.36 fil 2Symr rural pig: 35T
DlaturbN area: 10 80 acres
Volume required IWO w Warner nisNr SW
= t000% 10.8
19440 W
Surface area required 435 n° per Oki Oro
=435 X 32.3560 -
14,0i5 tC
Basin a recmngular.
Same Sizing
Surface ae.amn:
331
Height 21
Bottom gevil
326.5
She Wm Milo: 26: 1e
Pondinp repo:
2R
Top weft 2n
side Slow raw,
25 h, Iv
Base veal=4x2.2
suill wierb;
84 R
to in
Surface leal
168 it
Top Area - 2 x Suisse width'.
Surface, area =B4x 166a UAV 2.SO
is$W
14,112M ADEQUATE
Sass Areac lO a BMbm will
BOOom WEM:
74
= 740 ri
Botlwn lm9N;
15e
Volume a (1601740) f 2 x 2
Bantam arm =74, 158=
- SOB
ill n°
Rock volume ax No
Pending vain (14112+11692)12 x2-721
= 726Or
=
25,078W ADEQUATE
Spillway Design
Principal Spillway
Rivet 6 barrel, s rni inlanor C.P P.
9oawn Elevation: 329.0
Principal Spa" Crest Elevation: 331.0
Ri er 0a meter:
36 in
Rider Circumference=
9.4R
Riser Capacity 44 l n head=
28.27 Oil
Barrel oamem r
is in
Barrel Area. A=
1.222 Rs
Views Piedmont -
3.927R
Hydraulic Radius, R=
OJtfl
Roughness Coemcom. n, 0.012
Barrel slope, S: 0.21m nm
Velocity. V=140in itaii'. 26.10 Now
Her Cepaity' 32D3 RV/se;
Printipal Sptany Capal- 2837
Prin. Spillway Capwly Required!
(2-ymr Runoff, Capital Areal: 25.32 R°ha
Emegei Spillway
Trapezoidechanml, Wriprep lining
Erreryenry Srilway Crest Elsi 3320
Emergency Spillway Val GOV
Side Slope Ratio; 3,0 it aff
water Dep 034R
Area. A: 2.39 pi
Warred parr 8.15It
Hydraulic Radius. R: 0.293 R
VR 0,94
Roughness CaeRllCient. n: 0.104
Slope. S: 0,260 All
vociay. Ve1.d91nxRVai 3.21 Now
Emergency Spillway CapecRy=Kh: 7.68 n0M1ec
Ramumard Carol (25-rmr runoff
leas capacity of p arcpal spilwarY 7.50 fill
Top of Embankment Elevator: 334 0
Page 7 of 14

•
0
Anti -Flotation Block Sizing
Unit weight of water:
62.4 Wt'
Unit weight of concrete:
140 ibtft3
Riser diameter:
36 in
=
3.00 ft
Riser area:
7.07 ft2
Riser heigt:
2 ft
Riser volume:
14.1 ft3
Riser displacement:
882 lb
Concrete dimensions: 4' x 4' x 1'
Concrete volume =
16.0 ft3
Concrete displacement =
998.4 lb
Total displacement
1,880.4 (Buoyancy Force)
Concrete weight:
2,240 lb
Safety Factor:
1.19
Skimmer Sizing
Maximum water volume:
25,078 ft3
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
3 in
no orifice plate
Dewatering Time =
2.57 days
Page B of 14

•
•
SEDIMENT BASIN SB 10 (RISER & BARREL)
Project:
Hanson Aggregates
�' Draper Aden Associates
Project #:
R14315N-01G
Date:
September 3, 2014
By:
'w LF
Basin Sizing
Drainage basin 10
10-year runoff
(Disturbed Area), Qio: 31.31 ft3lsec
25-year runoff, Q25:
34.61
Disturbed area- 10.45 acres
Volume required 1800 tt- per acre disturbed area
= 1800 X 10.45
= 18,810 fr
Surface area required 435 ft2 per Osec 010
=435 X 31.3082 =
13,619 fr
Basin is rectangular.
Baffle Sizing
Surface elevation: 341
Height:
2 ft
Bottom elevation: 339
Side slope ratio:
2h : 1v
Panu'ing uepiil'. 2 ft
Top Vvidih;
[ ft
Side slope ratio: 2.5 h : 1 v
Base Width =
4 x 2 + 2
Surface width: 80 ft
=
10 ft
Surface length: 171 ft
Top Area =
2 x Surface width:
Surface area = 80 x 171 = UW =
2.14 =
160 ft`
13,680 W ADEQUATE
Base Area =
10 x Bottom width:
Bottom width: 70
=
700 it`
Bottom length: 161
Volume =
(160 + 700) t 2 x 2
Bottom area = 70 x 161 =
=
860 it'
11270 fe
Rock Volume =
0.8 x 860
Panding volume = (13680 + 11270) /2 x 2-688
=
68B ft'
= 24,262 ft' ADEQUATE
Spillway Design
Principal Spillway
Emergency Spillway
Riser & barrel, smooth interior C.P.P.
Trapezoidal channel, 6" riprap
lining
Bottom Elevation: 339,0
Emergency Spillway Crest Elev.:
342.0
Principal Spillway Crest Elevation 341.0
Emergency Spillway Width:
6.0 fi
Riser Diameter: 36 in
Side Slope Ratio:
3.0 ft h/ft v
Riser Circumference = 9.4 ft
Riser Capacity @ 1 ft head = 28,27 ft'/sec
Barrel Diameter: 21 in
Water Depth:
0.40 ft
Barrel Area, A = 2.405 fe
Area, A:
2.88 f12
Wetted Perimeter = 5.490 ft
Wetted Perimeter:
8.53 ft
Hydraulic Radius, R = 0,44 ft
Hydraulic Radius, R:
0.338 ft
VR:
0.76
Roughness Coefficient, n: 0.012
Roughness Coeffiicient, n:
0.104
Barrel Slope, S: 0,040 ft/ft
Slope, S:
0.105 ft/ft.
Velocity, V=1.49lnxR'xSrrz-: 14.27 ft/sec
Velocity, V=1.491nxR213xS12:
2.24 ft/sec
Barrel Capcity = 34,33 ft3lsec
Emergency Spillway Capacity=VxA:
6.46 ft3lsec
Principal Spillway Capacity = 28.27
Required Capacity (25-year runoff
Prin. Spillway Capacity Required
less capacity of principa$ spilhrray):
6.34 ft3lsec
(2-year Runoff, Drainage Area): 24,49 ft3lsec
Top of Embankment Elevation:
344.0
Page 9 of 14

L
Anti -Flotation Block Sizing
Unit weight of water:
62.4 lb/ft'
Unit weight of concrete:
140 Ibtft3
Riser diameter:
36 in
Riser area:
3.00 ft
7.07 ft'
Riser heigt:
2 ft
Riser volume:
14.1 ft3
Riser displacement:
882 lb
Concrete dimensions:
4' x 4' x 1'
Concrete volume =
16.0 ft3
Concrete displacement =
998.4 lb
Total displacement
1.880.4 (Buoyancy Force)
Concrete weight:
2,240 lb
Safety Factor:
1.19
Skimma. Sizing
Maximu m wate r volu me :
24,262 ft3
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
3 in
no orifice plate
Dewatering Time =
2.48 days
Page 10 of 14

A
SEDIMENT BASIN WITH ROCK DAM SB 11
Project:
Hanson Aggregates
' Draper Aden AsSoclales
r� r.�r.. ,, • .+. r,r� • r:�,, m,r�,,r.k.,. ,
Project #:
R14315N-01G
Date:
September 3, 2014
By:
WLF
Basin Sizing
Drainage basin 11
10-year runoff (Disturbed
Area), 010: 51.42 ft'lsec 25-year runoff, Q25: 62,94
Disturbed area: 21.46 acres
Volume required 3500 t1- per acre disturbed area
= 3600 X 21.46
77.256 ft'
Surface area required 435 ft2 per ft3lsec CIO
=435 X 51.41816
22,367.00 tr
Basin is an existing low area.
Elevation Ortference Area Volume Cumulative Volume
320 3425
2 20274 20274
322 16,649
2 46248 66522
324 29399
1 31064 77312
325 32728
Spillway Design
25-year runoff, drainage
area; 62,94 ft/sec
Weir length, L: 27 ft
Driving head, K 1.0 ft
Discharge, Q = Cw x L x Hw
= 3.0 x 27 x 14312
- 81.0 ft'/sec
Page 11 of 14

•
0
SEDIMENT BASIN SB 12
(SKIMMER SEDIMENT BASIN
Project
Hanson Ag r¢ ates
Pro eh N:
R14315N-0iG
4A Draper Al Associates
Sae:
brevierni 3, 2014
By:
Vi
Basin Sizing
Dra rda9e basin 12
l0.y rru ll
(Bislurded Area), 0,o
1B 75 n1R0G
2Syearruol.0z5: 2073
Biatuded area
626a
Volume required
IWo n- psaaeaiswr ands
1eao % 6.26
11258 W
Sudow area required
325 W per Wrsec Oro
-M5 A 18J5,198=
6.095 90 lC
Basin in reeral lea
BOOM Sizing
Surface eleveY
346
Height 2.5M1
Bollom eleve5en:
343,5
side alopa mto 2h', 1v
in. Ong depth
2511
Too Arda -
Side elo(dhills :
21'.1y
Be" Whom : 4x2.542
SuMm widN:
53 it
= 12 R
surtace length :
116 it
Tap "a= 2 x Sumil with
SuHece area a
53 x 116= 1
2.19 h Its it,
5,1MM ADEQUATE
Bane Area 12 x Bottom widm
Bollom width
43
= a N
BMW length
106
Vdume=(106+516)/2 x 2S
Bottom area =
43 x 106 a
= ] 7.5 W
4558 D'
Rock Volume =0.9x Tli.S
Pending volume:
Heise + 4556112 x 2.5b22
= 622M
=
12,761 W ADEQUATE
Spillway Design
Trepezodd Channel lined with 17 fil
Spessay Clear Elev. l U70
Emergency Spill VAdN: 9.0 h
Si slope Ratio : 30 n hot v
Weler Depth: 0,52 h
Audi 549d
waned Peral 12.29 IF
Hine lie Radius, R: 0447h
FOR 1.69
Roughness CoeXiicom, n: 0,078 (12" Fromm
slope, s: 0.115 Wh
VelaGy, V-1 49lnxRzpi 3.76 Wm
Emergency Splli Camstr=VxfP 20741Ishec
Required Cepeciry (25-year Fu l:
20.73 nnao
Top of Embankment Elevation'. 349.6
Show stress= 3732
Page 12 of 14

0
Skimmer Sizing
Maximum water volume: 12,761 ff3
Max. Oewatering Time: 120 firs
Minimum Skimmer Size: 2 in
no orifice plate
Dewatering Time = 3.69 days
Page 13 of 14

Holly apnnga P Draper Aden Associates 25-year
dF� �M n.....r ..
•
•
Pegs 14 W to R14315"lGF W.Nz

'6/13/19 U-STCE - D 2ror Garvey, Jack H (Morrisville) USA 5S
To: Garvey, lack H (Morrisville) USA ([e-mail])
Subject: FW: Hanson Holly Springs Quarry (UNCLASSIFIED)
C. ryw Clryton,L.,Pa
R19995b3@
Semi m➢ veuan WiTelm 4o Mt: em®ptwc
-------- Original message --------
From: "Las[inger, James C SAW" <James.C.Lmtinger(iZumce.atmy.mil>
Date:08/1312014.4:32 PM (GMT-05:00)
To: Tyros Clayton <tcla on&tidaa.com>
Cc:
Subject: RE: Hanson holly Springs Quarry CUNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Tyros,
t apologim for my late response. '1n regards to our site viol on August 4, 2014. Upon review of the area (as identified on maps
supplied to me), it was determined that the area in question is not ajurisdictimwl wetland regulated under section 404 of the clean
water act, and therefore would not require my department of the army permitting for activities undertaken in that area. Please let me
know if you need anything else.
James Lastinger
Regulatory Specialist
Raleigh Regulatory Field Office
US Army Coops of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: [phone], x32
Fax: [phone]
Regulatory Homepage: huge//www.saw.usace.armv.miUWETLANDS
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we confmue ue do sa,
please complete the Customer Satisfaction Survey located at htto-/lreeulatory usacesurvev.coml.
-----Original Message ---
From: Tyrus Clayton [mailto tc]avton(a7dm coml
Sent: Wednesday, August 13. 2014 3:55 PM
To: Lastinger, James C SAW
Cc: Jack H Garvey (lack Garvey pNmnson biz)
Subject: [E%TERNALJ F W: Hanson Holly Springs Quarry
James,
We really appreciate you coming out the site last week. 1 was seeing if you had a chance to send us an email on your determination.
Look forward to working with you again.
Thanks,
C. Tyms Clayton, Jr., PE
Senior Project Manager
Draper Aden Associates 4mo:Mvww.daa.wmn
Engineering +Surveying 4 Environmental Services

E
Lasting Positive Impact
46 W. Washington Street
Coats, NC 27521
phone [phone]/ fax [phone] / mobile [phone]
tclayton(a)daa.com
www,daa.com
All the Stormwater News That's Fit to Print -The Inlet<htip://theinlet.worddpress.com/>
From.: TJiiia Clayton
Sent: Friday, August 1, 2014 3:52 PM
To: ' j am es.c.[[e-mail]'
Cc: Jack H Garvey (Jack.Garvey a,hanson.biz)
Subject: Hanson (lolly Springs Quarry
James,
Sorry to wait so late to send this to you. On behalf of Hanson Aggregates and Jack Garvey, their environmental manager, please find
attached the following in preparation of our site visit this coming Monday at 9:30 am.
I. JD Request form
2. Site Mine Plan
3. Aerial Exhibit
4. USGS Exhibit
5. 2 property deeds covering the project area
If you have any questions or wish to discuss please do not hesitate to contact me at the info below or .lack Garvey at 919-380-2746 or
336-669-7565.
Sincerely,
C. Tyrus Clayton, Jr., PE
Senior Project Manager
Draper Aden Associates <http://www.daa.comh
Engineering • Surveying • Environmental Services
Lasting Positive Impact
46 W. Washington Street
Coats, NC 27521
phone [phone]/ fax [phone] / mobile [phone]
tcla, ton,,,,.daa.com
www.daa.com
All the Stormwater News That's Fit to Print - The Inlet <http://theinlet.worddpress.com/>

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T ' a NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE
Director and State Geologist
October 26, 2009
CERTIFIED MAIL'
RETURN RECEIPT REQUESTED
7008 1300 0000 1123 8336
Mr. James Sprinkle
Hanson Aggregates Southeast, Inc.
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
RE: Mining Permit Nos. 26-01, 29-13, 32-01, 32-07, 33-13, 43-01, 43-03, 43-08, 43-21, 51-
05, 51-38, 68-06, 92-02, 92-03, 92-13, 96-50, 98-02, 98-13
Cumberland, Davidson, Durham, Edgecombe, Harnett, Johnston, Orange, Wake.
Wayne, and Wilson Counties
('.anp Fpnr NRUSP Tar-Pamlirn and Ywikin-Pap r)pp Phyinr Racine
Dear Mr. Sprinkle:
Your request to have the corporate name changed on the above referenced mining
permits from Hanson Aggregates Southeast, Inc. to Hanson Aggregates Southeast, LLC 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 numbers, 'expiration dates and mine names shall remain the same as before this
corporate name change.
Please attach this aooroval letter to vour existina minina oermits for future reference.
Please review the hovel` sheets carefully and noti y this of ic;e of any object iOnS. gUtjbL1U115 or
corrections that may need to be addressed. I have also enclosed the old reclamation bond for
your disposal.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] / FAX: [phone]
512 North Salisbury Street, Raleigh, .North Carolina, 27604 • Intemet:http:l/www.dlr.enr.state.nc.uslpagesllandaua#itysection.html
An Equal Opportunity / Affirmative Action Employer— 50% Recycled 1 10% Past Consumer Paper

E Certifea Mail
Mr. Sprinkle
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,
Floyd R. Williams, PG. CPG, CPM
State Mining Specialist
Land Quality Section
FRW/ar _
Enclosures: Cover sheets
Seaboard Surety Company Bond No. 384401
cc: Mr. Steve Cook
Mr. Matt Gantt, PE
Mr. John Holley, PE
Mr. Pat McClain, PE
Ms. Shannon Deaton -WRC, w/enclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
File

RON
NNE
"'Hanson
HEIDELRERGCEMENTGmup
JV1__I Hanson Aggregates Southeast, LLC
enema Office
2310 Parklake Dive. Sidle 550
'�'1t ZO13 PhAtlanta. GA 30345
;l one 770401 2777
Fax [phone]
r' "'ALITY lrww leti ol,MnaOnm
January 2, 2013
Ms. Judy Wenner
NCDENR Land Quality Section
512 North Salisbury Street
Achdale Building, Room 519
Raleigh, NC 27604
R 13: Delegation of Authority of Signature Requircn3cnls
All Hnnson Aggregates Southeast, LLC Owned NC Mine Permitted facilities
Dcar Ms. Wchncr:
Please be advised Ihat I lanson Aggregates Southeast, LLC has undergone some management changes. As
Vice I'resirlcnl/General Manager for the Ranson Aggregates Southeast area, I hereby delegate the
authority of any signature requirements for the NC Mine Permitted facilities to Toby Lee, Operalions
Manager of the NC area. IlIts address is 2300 Gateway Centre Boulevard, Morrisville, NC 27560.
The authority applies to the following NC sites:
NC
Mine
Permit
Mine Namc
Company Name
Company
Oflicial
51-38
Bucklcherry Sand Mine
Hanson Aggregates Southeast, LLC
Toby Lcc
43-21
Cape Pear Sand & Gravel Mine
I lanson Aggregates Southcim, LLC
Toby Lec
92-03
Crabtree Quarry
Berson Aggregates Southeast, LLC
Toby Lec
32-01
Durham Sales Yard
Ilanson Aggicigates Southeast, LLC
Toby Lec
43-03
Elliott Sand & Gravel Mine
Hanson Aggregates Southeast, LLC
TabLee
98-13
171113 City Quarry
Hanson A g re aces Southeast, LLC
Toby Lcc
43-08
1 Gardner Quarry
Ilanson Aggregates Southeast, LLC
TollLec
1loll Springs gs Quarry
Hanson A g rc arcs Southeast, LLC
Tob Lee
Lexington QuarryHanson
A g rc ales Southeast, LLC
TobyLec
Neverson QuarryHanson
Aggregates Southeast, LLC
TobyLec
Ill incelon QuarryIlanson
Ag rc ales Southeast, LLC
TobyLee
P33-
Raleigh, North QuarryHanson
Aggregates Southeast, LLC
-fob Lcc
Rocky Mount Quar
Ilanson A • re gales Southeast, LLC
Tob Lec
Rou gemont — N. Durham Co. uarr
Ilanson A g gre gates Southeast, LLC
Tob Lec
Rouwntont — N. Oran e Co. Qua
Ilanson A g gre gates Southeast, LLC
Tob Lee
Seiler Sand & Gravel Mine
Ilanson A ,rc ales Southeast, LLC
TobyLce
26-01
Vander Sand &Gravel Mine
Ilanson A � grc ales Southeast,
LLC
Tob hoc

We would appreciate it if you would please amend your records to reflect this change. Should you have
any questions or need additional information, please contact me at [phone].
Sincerely,
C11ris Ward
Vice President/General Manager
Cc: 'Toby Lec, NC Operations Manager
Jack Garvey, 1?civironmental Manager

4zmo X ` 10 mw.

■■■
■■■
"'
Hanson
HEIDELBERGUMENTGroup
HANSON
AGGREGATES SOUTHEAST, INC.
MIDEAST REGION
2300 Gateway Centre Blvd.
Suite 200
Morrisville, NC 27560
Phone: [phone]
HOLLY SPRINGS QUARRY
7000 CASs MOLT ROAD
Holly Springs. NO 27540
Wake County
Phone: [phone]
COVER SHOE,
RNL
MINING PERMIT No: 92-13
11011.22ene.s. nr,el� 1.1. 1.2. 9.2
PERMIT RENEWAL

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