01-08_3_Redacted

JAMESB.HUNTJR.
GOVERNOR
WAVNE M[DEV ,
sE<RLTARr- ,3
FS H. GAR ON ER
FG., RF. DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
March 3. 1998
Mr. Forrest E. Wiseman
Luck Stone Corporation
P.O. Box 29682
Richmond, Virginia 23229
RE: Permit No. 01-08 _
Burlington Quarry
Alamance County
Cape Fear River Basin
Dear Mr. Wiseman:
Your application for renewal and modification of
the above referenced mining permit has been approved.
The modification is to allow the pit expansion, the
creek relocation, and additional overburden storage,
along with each activity's associated erosion and
sedimentation control measures, as indicated on the
mine map last revised December 8, 1997. Please note
that the creek relocation and its associated erosion
and sedimentation control measures has been approved
with certain stipulations. A copy of the renewed and
modified permit is enclosed.
The conditions in the renewed and modified permit
were based primarily upon the initial application.
Modifications were made as indicated by the renewal and
modification requests and as required to insure
compliance with The Mining Act of 1971. Thenew
expiration date is February 27, 2008. I would like to
draw your particular attention to Operating Conditions
Nos. 3.C. and 4.G. of the renewed and modified permit.
The issuance of a mining permit and/or any
modification to it does not supersede local zoning
regulations. The responsibility of compliancewithany
applicable zoning regulations lies with you.
As a reminder, your permitted acreage at this site
is 300 acres and the amount of land you are approved to
disturb is 166.3 acres.
u60o6ALEWSROTION 16161733M1674 FAX(616176Ea1176
614 p OCOLOOICAL SURVEY 6LCTION(OI6)Ta6-MR3 FAX p161Ti6A600
VJ P.O. 60X 21607, RALEIGH. NORTH CAROLINA 27611-7687 T6LSNMONEI9161763-6633 FAX(616)7I541OI
�/ AN EQUAL OPFORTUNT/AFFIRMATIVE ACTION EMPLOYER- 30% RLCYCLEWOK POST -CONSUMER FAKER

Mr�Wiseman
March 3, 1998
Page 2
Please review the renewed and modified permit and advise this
office at (9191 733-4574 should you have any questions concerning
this matter.
Sincerely,
Tracy. . Davis, P.E.
--.. State Mining Specialist
Land- Qualit-y Section -
TED/Cls
Enclosures
cc:., Mr. Matthew E. Gantt, F.E.
Ms. Barbara Rate-WRC, w/enclosures
Mr. Bradley Bennett-DWQ, w/enclosures
Y

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
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:
Luck Stone Corporation
Burlington Quarry
Alamance-County - Permit Na. 01-08
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
restorati.on.-
MINING Rr*RMTT _EXP_IRAT10N DATE :..,February 27,.. 2QO8

Page 2-of 12
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 byelaw.
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
August 2. 198$: This permit has been modified to include the
construction of access/haul roads to the monitoring wells'ind the'""
"Magazine," and the construction of Berm "B" as indicated on Sheets
& 3 dated June 30, 1988 and Sheets 2 & 4 dated July 29, 1988 of the
revised map.
September 30. 1988: This permit has been modified to include the
construction of a second entrance to Highway 49 and a new berm
(Berm "F") as indicated on the revised Erosion Control Plan dated
September 12, 1988.
1

Page 3 of 12
Naggh 6. 192Q: This permit has been
development of the Related Use Area,
the southern property line, and the
immediately west of the quarry area
request and revised Erosion Control
15, 1990,-respectively.
modified to include the
the extension of Berm "D" along
designation- of the new haul.road
denoted in the modification
Plan dated January 24 and January
June 21, 1991: This permit has been modified to include site grading
and erosion control measures relating to the Berm "F" extension and
the Stripping Extension 1991 as specified.by the revised Erosion
Control Plan dated April 16, 1991..
November 25, 1992;This permit has been modified to allow the
installation of an.addi.tional creek crossing near the existing quarry
area and the associated sediment and erosion control -measures as
'indicated on the Erosion Control Plan dated September 30, 1992, the
Storm Drainage Improvements Plan dated -June 4, 1992, and the Erosion
Control Details Sheet dated June 4, 1992.
Agri-_13. 1993: This permit has been modified.to allow the
substitution of three 96" aluminized steel type 2 pipes in lieu of the
previously approved two 120" concrete lined corrugated metal pipes in
Boyd's Creek as indicated on"the "Alternate Design" plan revised
February 12,. 1993.
November 22, 1996: This permit has'been modified to allow the
expansion of "Berm F" and associated sedimentation -and erosion control
measures as indicated on the Mine Map dated July'27,'1996.
January 27, 1998: This permit has been modified to increase the
affected area by 15.3 acres of overburden removal area and associated
erosion and sedimentation control measures, as indicated on the mine
map last revised September 2, 1997. '
February 27, 1998:-- This -permit has been modified to allow the pit
expansion, the creek relocation, anti additional overburden storage,
along with each activity's associated erosion and sedimentation
control measures, as indicated on the mine. map last revised December
8, 1997. The creek relocation and its associated erosion and
sedimentation control measures has been approved with certain
stipulations.
Expi.�ration_. e
This permit shall be effective from the date of its issuance until
February 27, 2008.
Conditions
This Permit shall be subject to the provisions of the Mining Act,
N. C. G. S . ' 74 -46, et. seq. , and to the following -conditions and
limitations:

Page 4 of 12
OPERATING CQND-ITIONS :
1. Wastewatex and Qugrry De a 'n
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 stormwater 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.G.
Environmental Manageinent.Commission. It shall be -the
permittee's responsibility to contact the Water Quality
section, Division of Water Quality, to secure any necessary
stormwater permits or other approval documents.
2 Aim 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,
B. The -permanent access (plant entrance) road shall be paved
from its junction with Sandy Cross,Road.(SR 1752) to Station
4 + 00 shown on Sheet No. 7 of 8 of the Site Plan dated
October 1, 1987. During quarry operation, water trucks or
'1-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. The buffer zones indicated on the mine map last revised
December 8, 1997 shall be maintained to prevent off -site
damage of any adjoining property. These buffer zones, with
the exception of the installhtion of required sediment
control measures and earthen berms, shall remain
undisturbed.
C. A.50 foot wide undisturbed buffer shall be maintained along
both sides of the relocated creek channel, measured from the
top edge of -each creek bank,"tb"prevent off -site
sedimentation. Only the construction of the sediment and
erosion control measures as indicated on the mine map, last
revised December 8, 1997, and any supplemental measures
required by the Division of Water Quality shall be allowed
within said buffer.

Page 5 of 12
A. Adequate mechanical barriers including, but not limited to
diversions, earthen dikes, salt check dams, silt 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. Energy dissipators shall be provided at all pipe outlets and
shall be constructed, at a minimum, of Class B stone at a 22
inch thickness, 12 feet long,, and as per the Rip -Rap Apron
Detail on sheet 3 of 3 of the revised Erosion -Control Plan
dated April 16, 1991.
C. I The installation of the creek crossing near the existing
quarry area shall be constructed as indicated on_the .
"Alternate" Storm Drainage improvements Sheet dated June 4,
1992 and revised February 12, 1993 and as per -the -Erosion
Control Details dated June 4, 1992 and revised February 12,
1993,
D. The expansion of "Berm F" and the installation and
maintenance of the associated sedimentation and erosion
control measures shall be conducted as indicated on the Mine
Map dated July 27, 1996 to prevent off -site sedimentation.
E. The erosion and sedimentation control measures, as indicated
on the mine map last revised December 8, 1997 shall be
installed and maintained to prevent off -site sedimentation.
F. No equipment shall be allowed to ford the relocated unnamed
tributary to Boyd's Creek southwest of the overburden
removal area/pit expansion as indicated on the mine map last
revised December 8, 1997. Crossing of this waterway shall
-be Limited to the area associated with the berm expansion
along the western permit boundary and the permanent crossing
that accesses the overburden disposal area south of the
expansion.
G. The creek relocation and restoration shall be conducted in
accordance with the mine maps last revised December 8, 1997
and any requirements from the Division of Water'Quality. A
copy of any plans and permits associated with this creek
relocation that are approved by the Division of Water
Quality shall be submitted to the Land Quality section for
its files.

Page 6 of 12
S.
6
H. 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
pit area, additional creek crossings, or expansion of
overburden disposal areas.
Groundwater Ua ,ection
A. -The five observation wells denoted, as 13-1, B-8A, B-8C and B-
9 on the mine map dated October 1, 1987 and revised January
25, 1988 shall be monitored at least30­days 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 to the first water bearing
zone in the consolidated rock. The wells shall be secured
against unauthorized entry with a lockable cap. The
necessary permits to construct these wells shall be obtained
from the N.C. Division of Water Quality, Groundwater
Section.
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 toot 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 month. Static
water level monitoring frequency may be increased or
decreased following the initial twelve (12) month period.as
deemed appropriate by the Department.
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 plaxited'or otherwise pxovided-
with groundcover, devices or -structures sufficient to
restrain such erosion.
_—==Zw,--. :• -- . . - - F a �.x:_....:,.., �_ . -a y..w __ .__...:'z :._.....:..: -s—.= c=r•-err,^-

Page 7 of 12
FA
8.
B. overburden cut slopes along the perimeter of the pit opening
shall be graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of
completion. Furthermore, a minimum ten (10) foot wide
horizontal safety bench shall be provided at the top of the
rock and at the toe of the overburden slope.
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 strudtuzes'such as drainage ditches or conduits shall
be constructed or installed when required to -prevent such
conditions.
Blasting
The operator shall provide to the Department a copy of the
findings of any -seismic studies conducted at this facility. The
operator shall°make every reasonable effort to incorporate the
studies, recommendations into the production blasting program.
The following blasting conditions shall be observed by the
operator to prevent hazard to persons and adjacent property from.
thrown rock or vibrations:
A.._... In all blasting operations,, except as hereinafter otherwise
provided, the maximum peak particle velocity of any
component of ground motion shall not exceed 1 inch per
second at the immediate location of any building outside of
the permitted area regularly occupied by human beings such
as dwelling house, church, school,..public building, or
commercial or institutional building outside of -the
permitted area. The operator ghall monitor each -blast —with
a s i mo a
B. Airblast overpressure shall not exceed 128 decibels -'linear..
(DBL) as measured at the immediate location of any regularly
occupied building outside of the permitted area such as any
dwelling house, church, school,'public building, or
commercial or institutional building. If vibration/airblast
limits are exceeded, the operator shall 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 have -been 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 airblast reading if the circumstances justify
verbal approval. Failure to report w 1 con t'tute rm't
violation.

Page 8 of 12
C. The operator shall take all reasonable precautions to insure
that flyrock is not thrown beyond areas where the access is
temporarily or permanently guarded'by the operator. Should
flyrock occur beyond the permitted and guarded area, or the
level in Item A. above is exceeded, the operator shall
report the incident to the Department immediately and
further use of explosive at the site shall be immediately
suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation shall
be provided to the Department within 10 days of the
incident. Said 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 site. Failure to take
corrective measures to prevent flyrock and repeated
instances of flyrock shall be considered a violation,of this
permit.
D. 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; and blast
location. Records shall be maintained at the permittee's
mine office and copies shall be provided to the Department
upon request.
E. The operator shall, when requested by the Department, give
24 hour advance notice'to the Land. -Quality Section prior —to
any blast during a period for which notice is requested.
.9— High Wall Barrier
A physical barrier consisting of'a 48 inch American wire
fence with 2 strands of barbed wire (total 60 inches overall
height) shall be maintained around the perimeter of any
highwall to prevent inadvertent public access. In addition,
a minimum 10 foot wide horizontal safety bench shall be
provided at"the"junction between the top of rock and the toe
of the overburden cut slope.
10. Vigual Screening
A. Existing vegetation shall be maintained between the mine and
public thoroughfares to screen.the operation from the
public. Additional screening methods, such as constructing
earthen berms, shall be employed as deemed appropriate by
the Department.

Page 9 of 12
F6*
12
B. Berms shall be located, -,and -constructed as shown on the
Erosion Control Plan dated October-1987 and last revised
September-30, 1992. In addition to grasses, the berms shall
be planted with mixed evergreen seedlings on a minimum 6x6
foot staggered spacing.
C. Berm OF" shall be constructed and stabilized as indicated by
the mine map dated July 27, 1996.
V. The overburden disposal area south -of the pit expansion
shall be constructed and stabilized as indicated by the mine
map last revised December 8; 1997,
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.
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 un e
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 1.971 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
Resources considers the following materials to be
refuse" ("in addition tv"those specifically listed
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
Land
"mining
under G.S.

Page 10 of 12
D. If mining refuse is to be permanently disposed within the.
mining permit boundary, the following information must be
provided to and approved by the Division of Land Resources
prior -to commencement of such disposal:
1. the approximate boundaries and size of the refuse
disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be
provided over the refuse;
4. verification that the refuse will be disposed at least
4 feet above the seasonally high water table; and
5. verification that a Aermanent vegetative groundcover
will be established.
13. Annual Reclamation Report
An Annual Reclamation Report shall be submitted on a form
supplied by the Department by February 1 of each year until
reclamation is -completed and approved.
14. Bonding
The security which was posted pursuant to N.C.G.S. 74-54.in the.:
form 'of a $392,600.00 surety 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 11 of 12
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:
Mini um Standards As Provided By G.S. 74-53
1. The 'final -slopes in all excavations in soil, sand, gravel and
other unconsolidated materials shall be at such an angle as to
minimize the possibility of slides and be ,consistent with the
future use of the land.
2. Provisions for safety to persons and to adjoining property must
be provided in all excavations in rock.
3. All overburden and spoil shall be left in a configuration which
is in accordance with accepted conservation practices and which
is suitable for the proposed subsequent use of -the land.
4. No small pools of water shall be allowed to collect or -remain on
the mined area that are,'likely to become noxious, odious'or
foul.
5. The revegetation plan shall conform to accepted"'and recommended
agronomic and reforestation practices as"established by the North
Carolina Agricultural Experiment Station and the North Carolina
Forest Service.
6. Permittee shall conduct reclamation activities pursuant to -the
Reclamation Plan herein incorporated. These activities shall be
conducted according to the time schedule included in the plan,
which shall to -the extent feasible provide'reclamation
simultaneous with mining operations and in any event, provide
reclamation at the earliest practicable time after completion -or
termination of mining on any segment of the permit area and shall
be completed within two years after completion or termination of
mining.
RECLAMATION CONDITIONS:
1. Provided further, and subject to.the Reclamation Schedule, the
planned reclamation shall be to allow the quarry excavation to
f ill with° -water, provide a permanent barricade -(fence) along the
top of any highwall, and grade and revegetate any areas in ---
unconsolidated material."
2. The specifications for surface gradient restoration to a surface
suitable for the planned future use are as follows:

Page 12 of 12
A. All areas of unconsolidated material such as overburden or
waste piles shall be graded to a 2.horizontal to i,vertical.
or flatter slope and terraced as ncessary-to i ensure 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 con-aminants shall be permanently disposed.of at the mine
site. on -site disposal of waste shall be in accordance with
operating Conditions Nos. 12.A.'arid B.
F. The affected land shall be graded to prevent the collection
of noxious or foul water.
Disturbed areas shall be permanently revegetated according to the
seedbed preparation and seeding schedule provided on the Mine
Map, Sheet Number 4 of 5, dated September 23, 1997.
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.
This permit, issued March 4, 1988, modified August 8, 1988,
September 30, 1988, March 6, 1994, June 21, 1991, November 25,
1992, April 13, 1993, November 22, 1996 and January 27,..1998, is
hereby modified and renewed this 27th day of February, 1998
pursuant to G.S. 74-52.
By: V --
Charles , H-.•:Gardner, Director -
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

MIATGt IFB::i LINE I
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(SEE DETAIL)
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WATER COURSE
PIT LIMITS (10 YEAR)
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CURRENr OVERBURDEN EXCAVATION
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SINGLE TREES
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PAVED ROAD W/CURB
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PAVED ROAD W/O CURB
DISTURBED LIMITS
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NOTES, 0 Accuracy Speclfkatlon.s
ROCK DAM / 9E-4
- STORAGE AREA 70'x485
W/ 17' WEIR
SEDIMENT BASIN j 98-4
STORAGE AREA 66k4O x3'
W/ 10' WEIR
n Cmtdrs - Ninety (W) percent eRNe elevotons deternMvd from the sdtl
(Y contours of this topographic na;eos an accuracy with respect to
true elevatlm of ons Mtf (1/2) conta,Mtervol or better and the renaMp ten
(10) Percent of such elevations are rql error by more than me contour
Mervat In densely sodded areas whibenvy brush or tree cover
r fully obscures
Me grouts amd the contours a sM shown widened Is, they have bean dotted as
accurately as Pose From estereoscopic 6 while making full u of
spot
Possible eased,
elevation.; obtained duringgrw„mno-ol surveys and all spot de:auons
measured phatogromme ricais In places where the grouts Is visible.
2) This nap saw complied by Blue �ldge Erglneening, Inc. using poMtegrammetNc neMods.
Contours portrayed dashed brokgnes reprlsen< areas f denswepatatbn
oM should he nsldered oplaovimate.Thb hap has not been field verified.
Prim to use as a basis Fm deslgnolnstructlon, It should be hildverl;led.
3) HWtlings one shown roaflMe only.
BLUE RIDGE ENGINE ERING,INC.
One Dunwoody Pork, Suite 200, Atlanta, Georgia 30338
0700396-6999 FAXR770394-77BB <N11) 259-0992
CATEGORY
AFFECTED ACREAGE
SETTLING PONDS
7.6 ACRES
WASTEPILI
24.0 ACRES
PROCESSING/
HAUL ROAD/
STOCKPILES
55.4 ACRES
MINE EXCAVATION
76.3 ACRES
OTHER"
3.0 ACRES
TOTAL
166.3 ACRES
e NEW BERMS UNDER CONSTRUCTION
AND FUTURE OVERBURDEN STORAGE
we CONSTRUCTED BERMS AND CHANNEL
NOTE.
SEE PLANS DATED 7/27/96 AND 4116191
FOR THE CONSTRUCTION DETAILS AND THE
LOCATION OF EROSION CONTROL MEASURES
ASSOCIATED WITH THE MINE OPERATION AND
BERM CONSTRUCTION.
alley, williams, Carmen, & king, inc.
CONSULTING ENGINEERS
207 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515
BURLINGTON PLANT
LUCK STONE CORPORATION
ALAMANCE COUNTY, NORTH CAROLINA
REbISI 'PI Nc. DtSCRIPTION DATE INiTiA I%IE
1 .__ .. ADDED . OVERBURDEN AREA 9-2-97 GWW 1„ = 200� nwl ar
MINE MAP
A
5HIPMAN
96207
1

MATat LINE �� JB VI CLYDE LEE AIRREN, _R.
MAl'GH !_IFE .• - MONITORING WELLS ARE O BE ABANDONED
JOHN J. NICKS N 8'1 04'25" E
� 5
FENCE 21•''
S t 1 \', zB.eB.r R.E.FAULKNER, ET UX UNDERGROUND UNFUEL
0 B
' ROCK DAM , 9 -4 \ / - ` 1 _ _-� �`1� 30' HIG BERM A' saT Pin la vmc GROUND FUEL TANKS LOCATED
�/- STORAGE AREA 70'x48'x5' LIVER BUR EN DI POS ) 1 °"F11°" _ IN THE SHOP AREA i0 BE REMOVED
\. �,A'�R W/ 1T WEIR ,111 \ - T a•1'rf woX - -
'//III SEDIMENT BASIN v 98-4 111\ \1 Toe By een wulnpv\ l 5
JI J. STORAGE AREA 66'x40'x3" I{�n `� \ r IF Pw m�ur- --- _ _
W/ 10' WEIR SAMLEL L MER �^ er"zPIT \\ \ -____ may-
p/ RIPRAP £ZODIAC 1 ° rtTINIPr Ip \ \
CHANNEL I 98-3 11\ ,I m a\
C _ _- - MAR IN MARIE TA CORP.
(SEE DETAIL) 1` z - 1 1. II �'. Q' me oe Y r P`n Y '71'20"
R 10
JOHN W. SMITH N
.•+64•51/ =Y URDEN D —
ROBERT 5. FONVILLE TWwePnw \ / / \\ _ V
_ W. RUDD
MINE LEGEND LEGEND __ ---- — — — : < I —_
I%Y<mv a �•r! rims Tole \`\ - s tm...w. 1 / .\ \ 1" 1 (i
PROPERTY LINE/ PERMIT LIMIT xe FENCE LINE / \ /� r� Imo slay rvm !STING PANT \\ \ �/ / \I \I I I
-- 25' BUFFER ••— WATER COURSE m lowm ra OBE IFlED AND DEO 0 \ \ I I 1 a
PIT LIMITS (10 YEAR) TREE LINE oI>,Iaa o \ I 1 1 I !I
CURRENT OVERBURDEN EXCAVATION O SINGLE TREES
PAVED ROAD V /CURB
fill l 4/ / nn
BUFFER o C� �UDERGROUND STORAGE
TANKS TO 8E REMOVED
DISTURBED LIMITS
DICHLINE PAVED ROAD V/n CURB
---- UNPAVED ROAD v \ 1 '✓, -. $HO AND MAIN TEN CE j
MLLIAM FON/ILLE i . - - / AR TO EMAM I 1 I -
WALL (� i /
GUARD RAIL W I ` j Ta�reR 1 I s¢v�Te/�PrtrBv /I it I I. i� / RTN IETTA CIFl.
--r RAILROAD \ rr I 1 1 ,\_ ��� f I
XISD G SEilIJ C PONDS T BE l l SILT nr m
BUILDING ORAINE AND FILLED IN WI7H LECT I a•P .wP
FI JOPORESSED AND S£E D I % $ 2 NGS AN CA\6Ey I \
r� HEADWALL/CULVERT 6 I I;I
•
O
v CATCH BASIN i W 1 - I I
■ DROP INLET M e � ; I/ l PlJ DISC G n �r \ \ It\
o MANHOLE F-`i anivxr 6' / / \ /
o POWER POLE if j f fZILT HIT xa ev ITtnr�'PIT
+ LIGHT POLE w
o-. STREET LAMP
6 GUY WIRE � . nn J ?:r- I 1 T` a roc �. / i / =W Sl
0 TRANSFORMER V V _�P"" .pprt1� _ _ 1 e� 'i i - \ I
MAGAZINE STORAGE -
SIGNS 1 4 2 POST O BE REMOVED
aHYDRANT Y FONVILLE /� \• o \ I a �O IPURNAMENT
s
O0 UNKNOWN OBJECTS
—530— INDEX CONTOUR \\\ Z ! I % .�/ ��r Q \�\ ♦ \'' U I I/
INTERMEDIATE CONTOUR
x SPOT ELEVATION - 6 // DIVERT SPIkCFA�M -\ ;' �rrt
MRe \ 4' O cx °t EXISTING NT E
_ O.� I I '` __ -_ O BF S lFl£D AND SEEDE 1 1
G.P.S. SURVEY MONUMENT 41,, 5 E / O \\ ` = \ -- -- 1 N 8°14'4Y' E
.IL. 0 w i -.' . .P _ _ yII o� 1 It 13093
WETLANDS \ ' a °_-�_ / 11 \�\ m • rtw xr xi 11 `\I'. 1 is la
OO MENTWELLS \1 \ -. 15iym �avTPis ovlwx
CONTROL POINTS ev it9 eon - �,` \ 1\ \ / 1�� \ `Ile •Toe. �y s\ LLER
\ I I o PRO ATE AN0 WILL ACCOR- ! cv i I 1 \ \\
Im[s o Aaconto specwcntkns '- -'-•r ` % 1. THE SIZE AND LOCATI F THE LAKE IS `tii 1 \ / \ 1 m / \\\ -
n. Cne coat s of is oWY Fh Ans Y c reelnlrJ, •• a N440.RRRYY _^p- _
r
urs
percent oBbe •lwnikns eet•rd,.a fro., the zdle \ )\(` � ' _ _ __ ____
true
contours of ml t Ic on to vat accuracy kb respect re (l P^p _ 7 rE DEVELOPMENT OF I �l 11 vim- ,�. i
tru• elevnnon of hdf q/zx aantoalnterwl o. better pne the ten �L l e Iv n•"�••�s
I'V " s• _y ssa rrt zv.m Toe B - O I �� saT m Ie
In Percent of such elevations ons are n� error by acre than cover
contour - - /Iv / www o la. • 1 / /` i / srtr n w vmc
he ground
In si the
areas W41Rpry ed times,
W they
Cover fully obscures
`
accurately s possible the m<pure n • shown pines des a rro m.e been pot<ea pe
[elr tl sobti from tng arouascopk road, stole Ali full use f \�_ � ( \�
spot elevptlons pblpN�ee Nrkp prolMntrd surveys gr pM Is spot elevations t __ _ 11 „`. 1 a i 'Si'r / .� %/ \ \ -i / / 1\\\\ ;1-
nensvve pho<oprnmxlrkallY In places snare [M pvuM b Nslble, � �, - �p-I 'l/` %r /tt
v CThisontours
rs was ayedxas by Blue alas! Eng„ereper, Inc using pof owrsrv+etrk lxtnoev. P1imPm[�w m t -_� t. \ ) - \\ \\ 111 4� CJ' \
Prayshould 5 ldI'he con p5 edSbetl or brOkTHs ap Hsen[ pre¢5 pf td verified. Ito \ ° \ '
nor ushe considered f nfIII ate tru asp Has not been Pkltl vmlPke 1\\ _ Ir fLd - i a _ \ \ a \\I 1\
Prlar to use as o basis for tlesiBn o(InztrvcGon, k should be ilvltiverlfkd \ : � a �' � �
s only. jy�r �` .. s vl➢E _
are drown rooftne d 4 p• °e O
ax eMla.p aurzne• ss, evc r I O ~ I
llllll 1,�
M
11- V N GLENGE F. FULLER O I 1 f I- 1 1
I tr t I4.. x.°rmrt ROCXj1AM-No �9T-T i i D v/ av /ll ,m THE SOUTHERN PORTION
t, t• c - �' / 180'x45 xd' ROCK DAM \`` / / / / I I 1 1 OF R 'D' TO BE USED
WEIR , - / / 1 III AS TOPSOIL AND SPREAD
\\ C. FONVI l: t _ MA II STOW �e �_ - \ \~\� rl �/� l• Of
II o 111
' a 1 OVER THE STOCKPILE AREA
.•
. n•cuon vls -:;� .`\y \\� EMT �Mix/
IyynA/l
BLUE RIDGE ENGINEERING,INC. ®
One Dunroody Park, Suite 200, Atlanta, Georgia 30338 \\ ,is .oe - _ - - 4� / j <,�\ 1 I S • j 1
-- uelrx' mIe ISTING PLANT AND T V! mm3Ba-6sB9 PBKKTTax395-nes <Bom z5e-BBsz \l CLEARIN LIM71 FOR THE - _ / v - Pr Le ev PI ZME \\ �\ \�O BE SCARIFlED SE
'is• / ewers r I PI Ia me L✓' i
B£R TH£ 'BUFFER LIMIT :AGE F A 76'z \ 1 \ \ /
AP
p9 Y I\ — ___
-- �I r
\\ DIVE ION DIKE _ i// ` `w r i 2 HIG
SEED L SHEET // / , , \-f�N9�' t{,/ IT
1`\� O___
/ \�\ 1PCx _ _ �ryt�w . i�T 1RIGHARD D. SHIPMAN
i
\�\ W 2<" ROCK 98-3 - ! \ Q, A�\ i i / m'Invnc tt
1 - It0524 DILLARD EHWMAN
\ \ \ y M 8 // I w"-`g —_ J J w P\' \ \ w wllevw
N q � e ST AABE WEIR x J5' x 3' DISC GE 4/ / ( do J FRED M. ORENGE
\\ \ \ SEDI_-_BASIN 98 6 LY/ /IµE EA f 54" xJ ' - 1 / \\ -0
vv I A lvm 'Toe
\ ° IXISTI G S NC NOS AND WET DO
\ _ POND TO BE AND FILLED IN W
_ /1 - .4 5 CT FILL OR SFD AND SEEDED
\\ \rOP o Cur — //1 / �. ;:I,Z NOTE'
\:\, `: \.\ ,� ! SEDIMENT BASIN q sB-s A FENCE IS TO BE PLACED ALONG
\\ 1-- ��% - SOU ERN DIVE 5i0 �� / I STORA ' x .74' x J' S N THE TOP OF PIT H/GHWALL IN
\ \ ��� CHAN L 1 I W D' WEIR AREAS WHERE A FENCE HAS NOT BEEN
i SEDIMf i BASIN j 8-1 F
11 I. All�• GHA N TRA OD-\ JORAc AREA 156 fD'x3' Z PROVIDED ALONG THE PROPERTY LINE
CLEARING ITS
it P
f// _ t — -- --
RIPRAP CHANNEL 1I _I S AMEN BASIN If 98 2
DRAINAGE INLETS 1 t ( `' -' — I Sf '' CE W£lR "x20'x3'
it\ PERMANENT CHANNEL CROSS/NC DIX ) I I ! �- m € �jR 3
RIPRAP PEZ001 44
UR l.�L AREA ` CHANNEL �' 98 2
SEAt
VERBDISf I p
J
NOTE.' /-- -.l �c �. �� -. r 'q�'t' �'
M I NCH SLOP ,%
_ _ - =1Bs0, y� 5 6wY� — e��e``'•.;�ESLI[Y�� 0°� � �
SEE PLANS DATED 7127196 AND 4 16 91 ) I I a °
I epofvbne•w°
FOR THE CONSTRUCTION DETAILS AND THE •r
LOCATION OF EROSION CONTROL MEASURES slLr FENCE \ - l r r \Jai J'F�a,3- SE ENT N ,K 98-J
BERMASSOCIATED WITH CONSTRUCTIONE MINE OPERATION AND \. / I _vy \ /
LiM 1 I �,J _ AA" S RAGE IN 70'x36'x3' 7
Tat LIFO: r , - / 3 5�A°2 • / f0' EIR
PEVISIUN No. DESCRIPTION DATE INITIAL SCALE DATE: AIR n0.
alley,williams, carmen, & kin inc. 9-2-97
g` BURLINGTON PLANT pLSH Da,�BY 96207
CONSULTING ENGINEERS LUCK STONE CORPORATION 1 — ADDED OVERBURDEN AREA_ g-2-97 Gww 1 = 200' TSK RECLAMATION SHEET NO 2
2 MINE PERMIT 12-8-97 GWW PROFILE CHECKED Br:
207 SOUTH MAIN STREET P.O. B01( 1248 H0R'Z'I JDP4 MAP
KANNAPOUS, NC 28082 704/938-1515 ALAMANCE COUNTY, NORTH CAROLINA - .: ° �°-
96207-1 oF

BOP 0+00 1
E - 865,39 3.25
N - 8fifiz95,46
tit _ � 'o° �\ � � .:� � � \�.�-`'•- � /
O
10
j.
6�'h0
PI STA = 95.56 �
E = 1 1262.09 �
• 864702.39 /
w
\ e00
PI STA = 95s54.2
\ 9q E 1891,.99.74
/ A \ In 864446.47 '-
.-� 1 % 171'34'50"L
610
e----—4-4--- "o
f /
— i
PI STA
0 E = 1891740.9,
TOP OF CUT yaT z° N, N = 8SWO 93
SLOPS ♦ y I ye1Y2'14'27"R
• a FZ
i
�\ 40' WIDE PERMANENT
CREEK CP,OS5;NG
FOP = 18+95
E = 1892303-47 \
i N - 864377.66
S
4�l
PI STA = i i+45.49
— - — -- N 864 01554
.33 -j --- --- -- - -- - I-- -
1 9.5 '34"L
i
I
---
I I
I
EXIS NG G OUND
,
03 /
/ ,` � � fit , ' /• /
SEE MINE PLAN FOR
EROSION CONTROL DETAILS
NOTES
THE PROFILE OF THE ROCK SURFACE WAS
TAKEN FROM THE ROCK ELEVATIONS
PROVIDED BY LUCK STONE
SEE SHEET 4 FOR CHANNEL
DIMENSIONS AND DETAILS
I '
600 1
Soo 1
TO OF OCK VPI S7`A = 112+62. 9 A `'�'"�"'"" 10' IDE PRAP CHAN�7EL
pI ARM R OP OSITE BANK OF i
j I \ + VPI E = 57�4.91 1 REC IVING HANN�L WI
580
271 LASS III RIPRAP - 580
\ 25 VIDE AND 5' HIGH
PR DOSED CHAN EL GRADE
\NO P1 ST = 16 02A
570 _ - 9J6a l` 1 EL 55 8440 l
s;o
2 73
VPI STAI = 13 50.6 2 2
580 1 EL = 566 70 1 1 �1 Sti0
I \
550 96 LF O_F TRIPLE 48" RCP 4.0 % '122! _ 80
^TERN TE CO STRUQTION RECA T
CONCRETE BOX CULVERr 6 x 6 VF I STA = 17 48.76
VF 1 EL 551.20
I '
Sao 540
I RIPRAP C NE 4
70' NG 10' WID WIT Q1H CARp�/ .,,
j 2C SII IPRA. 11P
6• ASHEE STONE AN 117 Bhq
530 --I - it
4 AL 530
MIRAF� 700 < U�
I w w
520 520
I I
510
I '
—LL —
-2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 B+00 9+00 10+00 11+00 12+00 13+00 14+00 /5+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
alle wllllams, carmen, & (Ininc. REMSION No. DESCRIPTION DATE INITAL SCALE s 12-9-97 i W
CONSULTING ENGINEERS BURLINGTON PLANT — — °^' 1" = low �w TSK CHANNEL SHEET96207
207 SOUTH MAIN STREET P.O. BOX 1246 LUCK STONE CORPORATION __ PROFILE cHECnEoer� JDM PROFILE 3
KANNAPOLIS, NC 28082 704/935-1515 ALAMANCE COUNTY, NORTH CAROLINA — - - 1° = 100' mHo
1 10' o

REVEGETATION PLAN
SPRING -FALL -WINTER SEED MIXES
SPRING RATE MARCH - JUNE
RYE GRAIN
15-20
LBS.
PER
ACRE
TALL FESCUE
80
LBS.
PER
ACRE
SERICEA LESPEDEZA
45
LBS.
PER
ACRE
OR RED CLOVER
8-14
LBS.
PER
ACRE
HULLED COMMON BERMU➢A GRASS
4
LBS.
PER
ACRE
OR WEEPING LOVE GRASS
2- 4
LBS.
PER
ACRE
FALL RATE (MID) AUGUST - OCTOBER
RYE GRAIN
40
LBS,
PER
ACRE
TALL FESCUE
80
LBS.
PER
ACRE
SERICEA LESPEDEZA (UNSCARIFIEDO
45
LBS.
PER
ACRE
WINTER RATE NOVEMBER - FEBRUARY
RYE GRAIN
40
LBS,
PER
ACRE
UNSCARIFIED BERMU➢A GRASS
10
LBS.
PER
ACRE
UNSCARIFIE➢ SERICEA LESPEDEZA
30
LBS.
PER
ACRE
TALL FESCUE
80
LBS.
PER
ACRE
FERTILIZER ALL SEASONS
10-20-10
1500
LBS.
PER
ACRE
LIME
4000
LBS.
PER
ACRE
MULCH
2O00
LBS
PER
ACRE
MULCH TO BE ANCHORED BY ONE OF THE
FOLLOWING
METHODS
1, CRIMPING WITH MULCH ANCHORING
TOOL
OR
2, TACK WITH ASPHALT EMULSION -
400 GAL.
PER ACRE
2'
TEMPORARY DIVERSION DITCH & BERM
NTS
pl$IHIMG AiGNq
Z l
y
PROPOSED GNAOE
OVERBURDEN EXACAVATION
TYPCX SECTION
�
NOT WEON IN O.'FIM(IPOON
SAEIY KNCIIES \
13, MI�IIj�I /
120 - \
TYP.
YIAN.I
z
N
NIN.I~ 11
I
I
TYPICAL PIT CROSS SECTION
MAY LEXEL OF
SEDIMENT
COLLECTS➢ - QCNR
VASWD STOE I' MN
"SIN WHEIR RBS
LEVEL Is REACHED)
TOY Or KRH
TOP ELEVATIIN 6
IIIII
STONE RATER
MM. LEXEL Q
e.
SEDIMENT
IIIII= ITN,
Y
q
WINETY RUE
LEVEL IS REME ED
BA WASHED STORE
CLASS 1 SERUM I' THICK
IIIII=IIIII_ 1.5'
ulll_D
MAN.
CURRENT 4
1' TM CN fir,
TER IP KRN ++' 1
6, 1�
_'III _
=IIII
IIIII=IIIII=IIIII
sPi uv/,r��
MMMNI SURFACE AREA
AS KWIKB ON nm
y
q
lllli_ 1
N
17 MI M M I
IIIII-IIIII_ P
NAM.
'b
KEY ION BJt LAYEF -
11111 =1IL1
IABOT
I: AR
_
PER
=IIII
IIIII=IIIII-IIIII I
_1111
sEm20
M NIMM SURFACE A8/,
_
iCP 7
AS KOUI RED OR RAN
1. 5'
ER NOTED BELOWI
CLASS It MPRAP
/
s' MN
IB' MNI MRI
FILTER TAMIL
_
r ILAYER
NEm
LARK 11=1
wRIPIRM
IF[Nt LLI'Ai1M
r
ROCK DAM BASINS
KNEW ABUTMENTS SMALL DIM TO M ELEVATION AT LEAST 2 FT ABOVC THE SPILLWAY.
ABUTMENTS 4 L K 2 FT TM CN WITH 21 SIX CLONES THE R ABUT WS SMALL EXTEND
DOUR THE DMNSTRCM FACE 6 TK DAH TO THE ONE, AT LEAST I FT MGHER THNM THE REST OF
THE DM TO PROTECT TlE EARTH AARKMTS rROI SL4R.
OUTLET PROTECTION - A BUCK APRON AT LEAST 1.5 FT THICK SMALL EXTEND O(RNSTKM FROM THE
TIE 6 THE SAM, ON ZERO (FAN. A SLOPE CI ENT it STANCE TO PREVENT CHAWKL FROST M, OR A
DISTANCE EBIAI TO THE AEI GM O M SAM WAS CIEVER IS OEATER.
NICK FILL - RKK STALL K WELL GRADED, HOUND. EROM OH WSJ SIMI STICK VI IN A MN(MAN 050
SIZE OF 9 1ASKS,
PROTECTION FROM'PIPIK' - A KEYWAY LINED WITH QIITEKTILE FILTER FABRIC SMALL K ON THE
SOIL FDBDATIM UNDER THE ROCK FILL. TO PREVENT SOIL MOVEMENT AND PIPING UNDER THE CAN.
THE FILTER FABRIC MAT EXTEND FROM THE KEYWAY TO THE EpMNSTKM EOF£ OF RE MROM NAND
MUST NM UNDER ONE ➢Nr S MUTENTS.
"SIN MA IOU - M ENTIRE UPSTREAM FACE O TIE RO.T( STRUCTURE SHALL K COVERED WITH
rtW GRAVEL CNCNE` 11" "SPED STEE ER END VALENTH 4IEMWIN 6 1 FT TM CK TO REDUCE THE
BRANAK RATE.
MINTRUUCTION SPECIFICAROLS
1, CLEAR THE ALAS UNDER THE EMBANKMENT AND STRIP IT 6 ROOTS AND OTHER
MXCTIWA MATERIAL. CLEM THE RESERVOIR MCA TO FACILITATE SEDIMENT
KE M
2. E(CAVAK A CUTQF 1NENCMI A MNMJH 6 2 Fl DEEP MD 2 PTWIPE WITH IA 1 SIK
SLOPES UNDER THE TOTAL LEWTH 6 THE DM AT ITS CENTERLINE. LINE THE TRENCHR
VIEW CKT"-STRENCOM FILTER FABRIC )BEFORE BAO(FILUM WITH ROCK APPLY FILTER
FABRIC UNDER NW RR ILL EMBABKWM, FROM THE OPTIMUM CROP O THE KEYWAY TO THE
MD TKM EDGE 6 THE M OVERLAP FILTER PATENT AL A MMMM 6 I rT AT ALL
.MSNTS, WITH TW UPSTREAM STRIP LAID OVER THE DOAMSTREM STRIP.
3. CONSTRUCT THE EMBANKMENT WIN WILLi DCD ROCK AND GRAVER TO IOU SIZE AND
D WNSI MS SWVN OI TW D WY IT IS IP TMT TEAT R ABIITMEIMTS K AT LEAST
2 IT HIDER THAN THE SPILLWAY CREST W AT LEAST 1 R MINOR THAN THE PWNSTKM
FACE UP THE RAM, ALL THE WAY TO NEVEMT SCOUR MID EROS(OM AT THE ABUTMENTS.
4. SEDI MNI iADEN WATER FROM THE CONSTRUCTION SITE SHOULD K DIVERTED INTO THE "SIN
RESERVOIR AT THE MTWST IAEA FROM THE AW.
5 CONSTRUCT THE UNIX DNM 060E THE "SIN AREA IS CLEARED TU MMMIZE SEDIMENT YIELD
FROM COMSTRIICTIOM OF M PSIµ STADIUM IMMEDIATELY ALL AREAS DISTIIRBCD OR[W
THE CONSTRUCTION 6 THE MAN EXCEPT THE KDI BUNT Pm.
MA MTEMAEE
CHECK SEDIMENT "SIRS AFTER EACH RAIMENE. REMOVE SEDIMENT MD KSTONE (ORIGINAL KNOW
WHEN SE➢I WWI ACCi ATES TO ABOUT CMI M KR ON VKIBE,
CHECK THE STRUCTURE rM EROSION, AT PI W, MD ROCK DI SPLACEIENT AFTER CASH SING FI CAME
RAI µSTORM MO REPAIR INEDI ATELY.
REMOVE THE STRUCTURE AND MY INSTABLE SEDIMENT IMMEDIATELY ATTU THE CONSTRUCTION SITE
HAS WIN PERPAMILT STMILIZED SMOOTH THE WIN SITE TO BLEND WITH THE SRRONDIW
AREA, ND START UM AL WATER M➢ SE01 WHO SHALL MD SCOT WM SMALL K KWVED FROM THE
RESIN PRIOR TO RAM WWVAL SEDIMENT SNN.L K PLA2D IN DESIGNATED DISPOSAL AREAS AND
ACT ALWWED TO FLOW INTO STARS M D"INACRWAYS DURiW STgCT1/E REWVA.
ROCK DAM
STORAGE AREA
STORAGE
SPILLWAY
H
97-1
4'
X 45'
X
BO'
14,400
CUBIC
FT.
15,
6'
97-2
4'
X 46'
X
76'
13,904
CUBIC
FT.
15,
6'
98-3
5'
K 54'
X
100'
27,000
CUBIC
FT.
40'
7'
98-4
5'
X 48'
W
70'
16, NO
CUBIC
FT.
17'
7'
0
IlAlli
W/ 2A 1
—DST VARIES—
ATTN 21 SLOPE
TO'
5' CARRY RI FRPD UP
Mµ SITES U SPILLWAY
r I
O AN FREEBOARD
MMMM
CLASS B EROSION
CONTROL STORE
9' HO
MAX. SIZE 14'
FILTER PANIC
_IIIII—IIIII—
/
EHERGEWY
RBI SINE
SLOE MUL
61 KLEIN
6' KL
TOP
IAA SIDESETTLCD
6 DM
SUNK BANK.
NATIONAL rWDIOD
ON
TEMPORARY SEDIMENT BASIN
CONSTRUCTION S MFICATIC
1. CIEM, CRIB. AND STRIP THE MCA UEOR THE EMBAMWMT OF All VEGETATION
AND FAIT PAT. RCIOVE M.I. SURFACE ML CENTAINING HIGH M TS OF
OR"MC HATTER AND STOCKPILE OR DISPOSE OF IT PRC Y. MORAL ALL
DRJECRDNABLE IATCRIK TO THE DESIGNATED DISPOSAL AREA
2. VEr�AT ROOT FILL
GAMICC MITER, ROR THE AAn (OTHER DILEICTIONAKEEMATERItL. OF MOVES.
TTHE
FILL IN LIFTS WE TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL
THE EMBAEOp4T 6 WOES TO ALLAY FOR SETTLEMENT.
I CONSTRICT THE OUTLET ACTION IN THE EMBAKKNT. PROTECT THE CONNECTION
BETWEEN RE R[MAP AND THE SDIL FFAM PIPING BY USING FILTER FARADIC ON A
KEYWAY CEROF TRENCH BETWEEN THE MPRAP STRUCTURE AND THE SOL
PLACE THE FILTER FABRIC BETWEEN M RUQAP MD SOIL. EXTEND THE FABRIC
ACROSS THE SPILLWAY FOUNDATION AND SINES TO THE OR 6 THE DMI M
EXCAVATE A WYVAY OWNER AU G M CENTERLINE OF THE SPILLWAY FO.MDATIM
EXTENDING IP THE SIDES TO THE REECHO OF THE DM. THE IIRAi SIALD K
AT LEAST 2 rT PEEP MD 2 FT VIM AT IN IA 1 IT SLOPES.
4. CLEM THE F MCA BELOW THE ELEVATION O THE CREST O THE SPILLWAY TO
FACILITATE SEDIMENT CUMULT.
S ALL CUT AND rI LL SLOPES SHOULD K D 1 OR FLATTER,
6 ENSURE THAT THE STORE (MAJMAK , SECTION W THE ENRMISENT HAS A MINIMUM
BOTTOM VIDTH 6 3 rT MD MAXIMA SIK SLOPES O 1.1 THAT EXTEND TO THE
BUTI01 M THE SFILLKM SECTION
7. CMSTMCT THE MNMBI FINISHED SEEK SPt LLVAY BOTTOM WIDTH, AR SHERRI ON
THE PLAINS, WITH EI SIDE SLOPES EWER M TO THE TO O ONE OVER PILLED
EMBANSEZNT. KEEP THE TNICIMISS OF TE SIDES OF THE SPILLWAY OUTLET
STRUCTURE AT A MARMON OF M IIAES. THE WEIR MST BE LEVEL AND
CONSTRUCTED TO GRAPE TO ASSM NET ON CMACI TV.
N. MATERIAL USED IN THE STOE SECTION R K A WILL -OR MXTURE OF
STOE WITH A 050 SIZE K 9 IMOES (GLASS D EROSION CORING STIE1 AND A
MAXIMA SEEK SIX OF 14 INCHES M STOE MAY BE MACHINE PLACED AND
THE SMALLER SEEKS WORKED INTO THE VOIDS OF THE LAMER STORES. THE
STOW SUN.➢ K WA➢, ANGIILM. AXI MOEY WEATHER -RESISTANT.
9. ENSURE THAT THE SEEK SPILLWAY OUTLET SECTION EXTENDS DMSiREM PAST
THE TDE OF THE EMBAMWNT UNTIL STAKE CONDO TINS ME REACHIED MO OUTLET
VELOCITY IS ACCEPTABLE FOR THE RECEIYIW STKM. KEEP THE CDES 6 THE
STOW [HAFT SECTION PLUSH WITH THE SWRCUNDIW 4AD1D AND SHAPE THE
CENTER TO CIFEI W THE DHFLOV STWA(
10. DIRECT EMTEEKY BYPASS TO "TLWN_ STAKE ACAS, LOCATE BYPASS CUTLETS
SO THAT FLOJ WILL HOT DAMAGE THE EIOAKWM.
11 STABILIZE THE EMBARKMENT AND AL MSILRKD AREAS ABOVE THE SDIIEM POOL
AND ➢pASTIMEAM FROM TW TRAP IMMEDIATELY AFTER cMSTR1CRON
MAINTENANCE
INSPECT TEMPORARY SE➢IKNT TRAPS AFTER CASH KRIUM O SIGNIFIGWT RAHEAU.
REMOVE SEDI MOVE AND RESTORE THE IRON TO IIS NJ III NAL OI MCI O4 AEN THE
SEDIMENT HAS ACDM.LAMD TO ONE-HAV THE DESI ON DEPTH K TW TRIP. PLACE THE
SEDIMENT TART IS ROBERTS IN THE DESIGNATED DISPOSAL AREA AD REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING
CHECK THE STMCTRE FOR WAGC FROM QASIOH IR PIPING. PERIODICALLY CXCM
THE DEPTH DE THE SPILLVAY TO ENSURE IT IS A HININM OT I.5 FT BELOW TIME LOW
POINT OF THE OOA T. INEDIATELY FILL MY SETTLEMENT 6 THE EMBANWMT
TO St. I EMILY ABOVE DESIGN WAN MY REARM DISPLACED FROM THE SPILLWAY MST
BE REPLACED IMMEDIATELY.
AFTER ALL KDI T-PRODLSING AREAS HAYS KEN PERMAENTU STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SWOTM THE AREA TO BEND WITH THE
AOARMING AREAS AND STABILIZE PROPERLY
NOTES.
I. SLOPE TIP O PERM 6' TOWARDS INTERIOR OF LOT
2. PROVIDE IT VERSED ➢ITCH TO PERMANENT SLOPE ➢RAINS.
3. SLOPE GRAINS TO K INSTALLED EVERY 1000' ALOE BEAM/
4 MAX SIX SLOPE TO K 2 I,
ROCK CAR
STORAGE
AREA
STORAGE
SPILLWAY
98-1
3'
X 10'
X 156'
4,680
CUBIC
FT.
8'
98-2
3'
X 20'
X 36'
2, 160
CUBIC
R,
4'
98-3
3'
X 36'
X 70'
7,2M
CUBIE
FT.
10'
98-4
3'
X 40'
X 66'
7, 920
CUP] C
FT.
10'
98-5
3'
X 34'
X 65'
6,630
CUBIC
FT.
10,
98-6
3'
X 35'
X 55'
5, 775
CUBIC
FT
8'
BIT 710, DST VARIES —
AmBH LA
uvE r+AN m m
TYPICAL BERM SECTION WITH BENCH
SECTION C - C
P
MN I 11.5' MINT
yl 1�
HELD DOWN STAKES--\
PLASTIC
CIDMWATED
PI"E
III=III=IIII=IIII:
1=IIII=IIII_ IIII= IIII=
lo- SPACING
—�IIB1111_IIII
c IIII
IIII IIII INET PIPE
STABILIZED
OUTLET
PMRCTlw
III_ul -
14—'N I
LEV[
SECT.
PLOP VIEW
STANDARD T-SECTION
PERMANENT SLOPE DRAINS
CONPIII - CONSTRUCT THE SLOPE MAIM FROM WAVY -DUTY, FLEXIBLE
MATERIALS SUCH AS M WMAMD, COMi.CMTE➢ PLASTIC PIPE OR
SPECIALLY RESIGNED FI.EKKE PINK. INSTALL W WOECD. HIND -
DOWN MR IS OR STAKES TO MCWR THE CONDOT AT INTERVALS MIT TO
EXCEED ID FT WITH THE DJILET VAR SECURELY FASTENED IN PLACC, THE
COMMIT MUST EXTEND BEYOND THE TK O THE SL6E
ENTRANCE - CONSTRUCT THE ENTRANCE TO THE SUOPE DRAIN IN A
STANDARD T-SECTION PITTING,
TEMPORARY DIVERSION - USE M WITHIN DIVERSION WITH A DIKE RIDGE
TO DIRECT SURFM£ I F INTD THE TEMPORARY SLOPE MAIN. THE
AEI WIT W THE RIDE OVER THE DRAIN COMMIT SMALL K A MIMMIAMI OF
1.5 FEET AND AT LEAST 6 INCHES MGNER THAN 1W ABBII NI W RI➢K OM
[I THEN SIDE. THE LOWEST POINT O THE it VERSION AD DIRE SHOULD K A
MINIMUM Or 1 rT ABOVE M TOP O TM DRAIN SO THAT DESIGN FLOW
WY rREUy ENTER TIME PIPE,
CwSTRUCTON SPECIFICATIONS
I. uOR "AIMS ON UMISrIRKD SOIL M VML-(OfACFED FTLL AT
LOCATIONS AND ELEVATIONS SHOWN DI THE FLANS
2 SLIGHTLY SNIFF M SECTION OF PIPE UOOR THE DIKE TOWARD
IT'S WILET.
3 HARD TARP THE ML NMKR AND AROUND THE ENTR,WCE SECTION IN
LIFTS MET TO EXCEED 6 INCHES.
4. INSURE TMAT EILL OVER t MA[M AT TK Tm OF THE SLOPE HAS
MNINW DIMENSIONS OF 1.5 R DEPTH, 4 FT TOP WIDTH. AND 11
SIN SLOPES.
S ENSURE TINT AU, SNIPE DRAIN CONWCIIOS ARE 1MTERTI WE,
6 CMM THAT AL FILL MATERIAL IS WELL-L TM SECURELY
FASTEN ION END® SECTION OF THE OWN WITH rileETS OR
STAKES SPACED W WIDE THAN 10 FT MART
T EXTEND THE IPAN KY THE TOE OF THE SLOPE AND ADEQUATELY
PROTECT THE OIRET FROM EROSION.
a MAKE THE SETTLED, CEMP Mb DIKE RIME W LESS THAN 1 FE
ABOVE THE TER 6 THE PIPE AT EVERY PDM.
IAA NTEMNCE
I MSPECT THE SLOPE OWN ARE SUMMIT K DOVERS1ON MTER EVERY
RAI MAIL AND PROP Y ARMS NECESSARY REPAIRS WHEN TW PROTECTED
MCA HAS KEN PETNAWMLY STABILIZED, EEWOHMY MEASURES NAY RE
KNOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS
STABILIZED RPPRMPRIATFLT.
H.
_ F _
DIMEtA Ia nu1NN IN c=T m -6" WASHED STONE
WI IM21DE UNDERCUT PER
LIMO AD FILTER MATERIAL
TRAPEZOIDAL RIPRAP CHANNEL
CIMSTMCTIM SKCIFICATIOS
1. CLEM THE FOUNDATION AREA, OF TREES, STORIES, ROUTS, LWS'E
RS:, MD TOWN WKCSIOAKE NINTCRIN.
2, EXCAVATE THE CROSS SECTION TO THE LINES MD WADES O THE
FOUNDATION 6 THE LINER AS SNDYRI ON M PLANS. BREW OVER -
EXCAVATED AREAS TO CRAPE BY INCR MBIW THE TMCXNESS OF THE
LINER UP BY JAMKFILLIW WITH HOST SOL CONVICTED TO THE
DENSITY O THE SRROLNDIW MATERIAL_
3 PLACE FILTERS, BEDDIWS. AND FIBMDATIM OUINS TO UK MD
EIME IN THE MMlER SPECIFIED. PLACE FILTER AND KUMW
MATERIALS INEDIATMY MTER SLOPE PR nm SPREAD
WANU_ R MATERIALS IN A NIP ON LAYER WHEN HIRE THAW OW
GRADATION IS WWI RED, SPREAD THE LAYERS m TARE IS AD ME MAL
NI XI FILTER MATERIAL SAGO COS(ST OF AT LEAST 31MINES
K MATERIAL ON ALL SINES OF THE ➢PIN PIPE. THE BRAIN PIK
CMWIT SNOL➢ BE A MMMIM OF 4 [NEWS IN DINETER
ACCEPTABLE MATERIALS INCLUDE AOEDRATED, CORIMEBIS, CLOSED -
"MT CUNWITS OF CLAY, C ROTE. AEGI PLASTIC, M OTHER
SUE TAKE MATTER! AL,
4. PERFORM ALL CAMEL OBLSTRIICTIM TD KEEP E ION AND WATER
POLLUTION TO A MINIMAL IMEOIATELT LPIM COF ETION OF THE
GATNIEL, YCIETATE ALL OSTIRKD AREAS UP OTHERWISE PROTECT
THEM AGAINST SBIL ERDSIDµ WHERE CHWIEI CONSTRUCTION WILL
TAKE LOWER THAN 30 DAYS, STABILIZE CHANNELS BY KACM:S.
MANTEWMCE
t NSKCT CHANNELS AT KUILAt INTERVALS AS WELL M AFTER N.JLR
RAI M. ARE MAKE KPA RS PR %Y. GIVE EXPECT N. ATTENTION TO TW
CUTLET AND INLET SECTIONS AND OTHER POPS HERE CONCENTRATED
FLOW ENTERS. CMSPLLLT CHECK STABILITY AT RWO CROSSINGS AND
LOOK FOR INDICATIONS 6 PIPING, SWIR IDLES, OR IAN FAILURES.
MAKE MUMPS IMMEDIATELY MAINTAIN ALL VEGETATION ADJATENT TO
THE CHANNEL IN A HEALTHY, VI0 CODITIM TO PMTECT THE AREA
FROM EROSION MD SCOOP DURING OR-0E-MN( FLOW.
CHANNEL
WIDTH
DEPTH
Z
SLOPE
RI PRAP
CLASS
STONE
DEPTH
98-I
2'
1, 5'
2 A 1
7. 32Y.
GLASS I
15'
W-2
2'
1.5'
2 A 1
6. 06X
CLASS I
15,
98-3
3'
1, 5'
2 A 1
B. l0Y
CLASS I
15'
2➢' CLWOB R RPRAP
W/ 6' MASHED DIRK MET
MIRIE'I BOOK FILTER FMNC
cH SIDE PIT SIDE
DIVERSION DIKE
NOT TO SCALE
EARTH SIDE SLOPE OF CHANNEL TO CHANGE
AT ROCK - EARTH INTERFACE
I / rd"W­ IV —I t
TRAPEZOIDAL GRASS CHANNEL
W
I—
H
GRASS LINED CHANNELS
CONSTRUCTION SPECI PI CATI INS
I, REAOVE ALL TREES, BRUSH, STUMPS. AND OTHER OBACEIOATKE
MATERIAL ERII THE FKN"TIM AKA M➢ ➢ISPDA OF PROPERLY.
2. EXCAVATE THE CNNNEL M➢ SHAPE IT TO NEAT LINES AND
DIIENSIMS SOAK M TW PLOPS PLUS A 0.2iT DVERWT MEND
THE OweMR PERUWTER TO ALLOW FOR RULFIW DURING SEEDBED
AERNURONS AR S® BUILEP,
3 REMVE MD PROPERLY DISPOSE 6 ALL EXCESS SOIL SO THAT
SUTACC WATER HAY ENTER M CNMM11 FREELY
A THE PROCEDURE USED TO ESTABLISH MASS IN THE CHANNEL. YELL
DEPOND URON THE SEVERIn OF THE CINCI TONS MD .SUECTI ION 6
SPECIES. PROTECT THE CHABEL ATN MACH OR A TEMPORARY
LINER AS NOTES ON THE PLANS TO WSTMTAND ANTICIPATED
VELOCITIES DURING THE ESTABLISHMENT PERIOD
MAINTENANCE
"IOU THE ESTAKI SPENT PERIOD, CJEM GRASS-Lt NED CHANNELS AFTER
EVERY RAI WALL AFTER CRASS IS ESTATE SHED. POI 01 CKLY SKIER
THE OAMELI DECK IT AFTER EVERY WAVY WKALU EVENT
INEKATELY IW,E REPARS IT IS PARTICULARLY lM TMT TO CHECK
THE CMNMEL OUTLET FOR Mn( STARE U TY AND EVE MIKE OF AT AT OM
SCDN HOLES . WOWS ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
AM MORIM THE WSJ WE CMMYIW CABINET TY,
CHANNEL NO.
WI DEN
DEPTH
Z
2
2'
2'
2 A 1
5
2'
2'
2 1
SOUTH DIVERSION
CHANNEL STA 0400 TO 1450
10,
2' MIN.
2 P 1
A
alley, williams, Carmen, & king, inc.
CONSULTING ENGINEERS
El 207 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515ALAMANCE
BURLINGTON PLANT
LUCK STONE CORPORATION
COUNTY, NORTH CAROLINA.
REMSION No
DESCRIPTION
I DATE
I NRW
I
L 9/23/97
1
EROSION CONTROL
DETAILS
AN NO 96207
SIEETNO
4
I 5
M
�Ic
PROFILE"wjom
[WEPTON

CONS arrow SEAAEACE
I. BEGIN CLEARING NNE AREA ON FIE SOUTH sltt Q THE
PIT W IMINI DIVERSION ➢l rC S AV➢ 9Z'R AANS 97-1 S
97-2 C'pRTrRUCI ANr wrcRsioN wroEs NEttnMr rD
DIVERT S DI/ENI INTO THE BASIN FWD C&MI-ETE THE FREE
REIOVAL AND SrLNPI.G DPERArfw4
2. REQN CLEARING INC DKR Mk R AL AREA CLEAR
NE PROMSYU ➢I STLRDE➢ AREAS NMI ADOVE THE DVERffiMAN
AS NEEMA REGRADE MIVERSIM DITCHES AS TW CN9MVELS
ARE DAWGED IXIRING INS [FADING O'ERArrANS,
9 ONCE rlEHEELED WAFERI A. HAS BEEN RENOVED FROH THE
OVERAXA EN IdNpVN AREA, PAvf¢ A TEAKIRMY F.( V
COVER LR THE ➢ISTIIPAED AREAS M WMICT TAF SEBIIEN'
LOAD CHEERING FIE EAUSIM CONTIXI. MEASLRCS
4 FIVE GIRAIC TK St rE ttl PREVENT FUNDING OF WAFER AND
DRUPEM A PERNA EM GRAM➢ OFFER M NE DI ST(➢f➢ED
AREAS
5' DIA
V® POST
5A. aWPD'
BARBED WIRE FENCE DETAIL
BE CONSTRUCTED OF
BOULDERS
TEMPORARY HIGHWALL BERM
R
��I-1 • ski • �/ • II�pJIa
�C�l� 7r=N;(;1�h1�1r11Cnl�LC' 9_�L`1�1J! F�
CONSTRUCTION SPECIFICATIONS
I. CLEAR TIE FOUNMTION AREA OF TTEES, STUDS, ROOTS, LMSE
AMW, ANI) OTHER ®JECTIbAILE INTERNAL.
2. EXCAVATE THE CROSS SECTION TO THE LI RES AND GRADES W THE
PWSMTId M THE LINER AS SHOWN M NNE PLANS. BRING OVER-
E YATED AREAS TO GRADE BY INIEASING THE NRICKNESS DF TIE
LINER R BV BACIO'ILLING ON ROOST SOIL CONPA:TED TO THE
➢ENSITY OF ME SIM®.NDING MATERIAL.
1 PEACE RLTRS, NUMINGS, AND FpB(DATIUI MAINS TO LINE AND
OADE IN 11E MANGER TPECIiI EA PLACE FILTER AND KI)DING
wNONIALS IMEOIATELY AFTER SLIME POEPNATIOPt SPREAD
RAIALIA MATERIALS IN A UUFON LAYER. WHEN NVE NAN ONE
MAMTI ON IS REM AED. SPREAD NE LAYERS SII TIERS IS MI MI NAIL
RIXING. FILTER MATERIAL S CONSIST W AT LEAST 3 INCHES
R MTENAL M ALL SIDES OF THE DRAIN PIPE. NNE DRAIN PIK
CONDUIT SXDILD BI A MIMTNN OF A INCHES IN DSAIETR
ACCEPTABLE IATERIALS INCLUDE PER RATED, CORIN XJS, CLOSED -
JOINT CMIOUITS OF CLAY, CONCRETE. ROYAL. PLASTIC, ON OTHER
SUITABLE MATERIAL,
A. PEIMORI ALL CMIIIEL COSTRIETION TO KEEP EMSIM AND WATER
FRUITION TO A NINIWN 1HEDIATELY UPON CIIPLEPON CT THE
CHAPEL, VTM7ATE Al DI STMMM AREAS R OTERWI SE PROTECT
TIE%AMINST SOIL EROSION HERE 61ANIEL CONSTRUCTION WILL
TA(E LONGER THAN W MYS, STABILIZE CHANNELS BY REACHES.
HAI NnNANCE
INSPECT CNARLLS AT KIXEAP INTERVALS AS KILL AS AFTER IAAR
RAINS, AND WE REPN RS PROPTLY. 0WE SECTI A. ATTENTION TO THE
MILLET AND INLET SECTION$ ALD OTHER POINTS HERE CONCENTRATED
FLAW ENTERS CMEFMLY CHECK STABILITY AT ROAD CROSSINGS PIN
Lml( FOR INDICATIONS OR PIPING, SC" HOLES, R BNi( FAILURES.
NAE REPAIRS IIBEMATELT. MAINTAIN Al VEMIAT1ON AD.ACENT TO
TIE C'NABEL IN A HEALTHY, OI S CONDITION TO PROTECT NE AEA
I" EROSION AND SFAIR DNIRI Ni OUT-R-MN1( FLOW.
WI DTH
DEPTH
Z
SLOPE
RIPRAP
CLASS
STONE
DEPTH
ID'
1.5'
2 1 1
5OX
CLASS 11
27
alley, Williams, Carmen, & king, inc.
CONSULTING ENGINEERS
CONSTRUCTION SEQUENCE
OVERBURDEN EXCAVATION
BEGIN CLEARING THE AREA ON THE SOUTH SIDE OF THE PIT TO INSTALL DIVERSION
DITCHES AND ROCK DAMS 97-1 & 97-2. CONSTRUCT ANY DIVERSION DITCHES
NECESSARY TO DIVERT SEDIMENT INTO THE BASIN AND COMPLETE THE TREE REMOVAL
AND STUMPING OPERATIONS,
BEGIN CLEARING THE OVERBURDEN REMOVAL AREA. CLEAR THE PROPOSED DISTURBED
AREAS AND REMOVE THE OVERBURDEN AS NEEDED. REGRADE DIVERSION DITCHES AS
THE CHANNELS ARE DAMAGED DURING THE GRADING OPERATIONS.
ONCE THE NEEDED MATERIAL HAS BEEN REMOVED FROM THE OVERBURDEN REMOVAL
AREA, PROVIDE A TEMPORARY GROUND COVER ON THE DISTURBED AREAS TO REDUCE
THE SEDIMENT LOAD ENTERING THE EROSION CONTROL MEASURES.
FINE GRADE THE SITE TO PREVENT PONDING OF WATER AND PROVIDE A TEMPORARY
GROUND COVER ON THE DISTURBED AREAS.
SOUTH DIVERSION CHANNEL
INSTALL SEDIMENT BASIN 98-1, SEDIMENT BASIN 98-2, SEDIMENT BASIN 98-3,
SEDIMENT BASIN 98-6, ROCK DAM NO. 4, AND DIVERSION DITCHES TO DIVERT SEDIMENT
FROM THE FUTURE DISTURBED AREAS INTO THE BASINS.
BEGIN CLEARING THE AREA TO INSTALL THE RIPRAP CHANNELS ALONG THE PERIMETER
OF THE OVERBURDEN DISPOSAL AREA.
CLEAR THE AREA FOR THE CHANNEL CONSTRUCTION AND OVERBURDEN DISPOSAL AREA.
BEGIN EXCAVATING THE SOUTHERN DIVERSION CHANNEL FROM THE DOWNSTREAM END.
PLACE THE EXCAVATED MATERIAL IN THE OVERBURDEN DISPOSAL AREA.
EXCAVATE THE CHANNEL TO THE GRADES SHOWN ON THE PLANS. AS THE CHANNEL IS
BROUGHT TO GRADE, STABILIZE THE CHANNEL SIDE SLOPES WITH A GROUNDCOVER TO
PREVENT SLOPE EROSION. INSTALL THE CHANNEL LINING SHOWN ON THE PLANS. IN
THE SECTION OF CHANNEL THAT IS CUT INTO ROCK, REMOVE ALL THE LOOSE STONE.
INSTALL THE CHANNEL CROSSING USING THE TRIPLE 48" RCP?S OR 6? X 6? PRECAST
BOX CULVERT. STABILIZE THE FILL SLOPES WITH A GROUNDCOVER.
INSTALL THE CHANNEL DRAINAGE INLETS.
ONCE THE CHANNEL CONSTRUCTION HAS BEEN COMPLETED AND THE SLOPES STABILIZED,
REMOVE SEDIMENT BASIN 98-1 AND DIVERT THE FLOW FROM THE EXISTING STREAM INTO
THE NEW CHANNEL.
INSTALL THE DIVERSION DIKE AND ARMOR THE CHANNEL SIDE OF THE DIKE WITH
RIPRAP. PROVIDE A GROUNDCOVER ON THE SLOPES
REGRADE DIVERSION DITCHES AS THE CHANNELS ARE DAMAGED DURING THE GRADING
OPERATIONS. MONITOR THE EROSION CONTROL MEASURES AFTER EACH STORM EVENT
AND REMOVE THE ACCUMULATED SEDIMENT. REPAIR ANY DAMAGE TO THE SPILLWAYS OR
EMBANKMENTS OF THE SEDIMENT BASINS AND REPAIR OR REPLACE ANY DAMAGE SILT
FENCE.
PIT EXPANSION
NOTE: THE SOUTHERN DIVERSION CHANNEL MUST BE INSTALLED PRIOR TO THE
EXPANSION OF THE PIT.
INSTALL ROCK DAM 98-3 AND BEGIN CLEARING THE PR EXPANSION AREA.
INSTALL THE 24" CMP FOR A TEMPORARY CREEK CROSSING.
BEGIN REMOVING OVERBURDEN AND HAUL THE MATERIAL TO THE OVERBURDEN DISPOSAL
AREA.
INSTALL THE SILT FENCE IN THE LOCATIONS SHOWN ON THE PLANS
AS THE SOIL IS PLACED IN THE OVERBURDEN DISPOSAL AREA, BUILD THE SLOPES
BENCHES AND STABILIZE THE FINAL SLOPES WITH A GROUNDCOVER AS THEY ARE
CONSTRUCTED. PROVIDE A TEMPORARY GROUNDCOVER ON FILL SLOPES IF THE
PLACEMENT OF MATERIAL IN THE OVERBURDEN DISPOSAL AREA 15 STOPPED FOR A
PERIOD GREATER THAN 30 DAYS.
INSTALL SLOPE DRAINS IN THE BENCHES THAT DO NOT HAVE AN OUTLET TO NATURAL
GROUND.
GRADE THE CUT SLOPES IN THE PIT EXPANSION AREA TO MATCH THE SLOPES SHOWN
ON THE CONSTRUCTION DETAIL
REGRADE DIVERSION DITCHES AS THE CHANNELS ARE DAMAGED DURING THE GRADING
OPERATIONS. MONITOR THE EROSION CONTROL MEASURES AFTER EACH STORM EVENT
AND REMOVE THE ACCUMULATED SEDIMENT. REPAIR ANY DAMAGE TO THE SPILLWAYS OR
EMBANKMENTS OF THE SEDIMENT BASINS AND REPAIR OR REPLACE ANY DAMAGE SILT
FENCE
BURLINGTON PLANT
LUCK STONE CORPORATION
ts'
MOE LEVEL To M
i0 APPINIgWTELY 552.
8
CL
w
0
yw
d
a
N
W
F
w
0
TYPICAL PIT WALL RECLAMATION SECTION
REMSION No. I DESCRIPTION
II =100'
DATE INITIAL SCALE `-
PWI. DRN'M HE:
PROFILE
9/23/97
GJG
JDM
EROSION
LA
SEAL
16893
CONTROL
DETAILS
ND 96207
T NO r
207 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOUS, INC 28082 704/938-1515
ALAMANCE COUNTY, NORTH CAROLINA
96201DET

02/17/S8 WE 18:44 FAX [phone]S10 AWCK RAINNAPCLIS 4001
alley, williarns, carmen & king, inc.
post office box 1248 - 207 south main street
kannapoiis, nortti cerclina 25082-1248
Phone [phone] Fax 704VS-6810
FaX
To., TONY SAMPLE From: Wesley Webb
Fam 919-733-2B76 Pages:2
Phane: Date: FebrU;pry 17, 1099
Re: c4~
C Urgent ❑ For Review ❑ Please Comment ❑ Please Reply © Please Recycle
• commeerts;
THE SEDIMENT BASIN SYMBOLS SHOWN BELOW THE CHANNEL RELOCATION WERE A
DRAFTING ERROR AND SHOULD NOT HAVE BEEN LEFT ON THE DRA►MNGS. ATTACHED 1S A
COPY OF THE CORRECTED VERSION. TWO CORRECTED SETS WILL BE SENT TO YOUR
OFFICE

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NCWRC,ACP,FALLS LAKE TEE:919-528-9839
Feb 12'SS 11:23 No-004 P.01
0
FAX COVER
Falls Lake Office
Date a25 !Z 4Ff'
Number of pages inciudinca cover she6?
To:
F8'r Phone
NC Wildlife Resources C OMmission
Habitat Conservation Program
1142 1-85 Service Road
Creedmoor, NC 27522
From:
Phone 919.528-r386
Fix Phone [phone]S
Ci urgen,� [i f=er your review [� ++,1� F��P [� �!��3F. C3r^ir -tC 1i I
. a
NOTE: NEW U5 POSTAL MAILING ADDRESS: 1142 1-85 SERVICE ROAD
CREEDMOOR, NC 27522

NCWRC,HCF' . FHLLS LI kKE
TEt- ; 91.9-528-9839
Feb 12'98 11:23 N❑.004 P.02
f'
a
® North Carolina Wild .ife Resources Commission
512 N. $akbury Street, RAIeW North Carolina 27604,1188. 919-733r3391
Charles R. Fullwood, Executive Diremr
MEMORANDUM
TO: Susan B. Edwards, Mining Program Secretary
Land Quality Section
FROM: Cowen Anderson, h1c;mont Region Coordinator
ITabitat Conservation Program
DATE- February 12, 1998
SUB. ECT: Mining Permit Renewal and Modification Request for luck Stone Corporation,
Burlington Quarry, r4lamance County, North Carolina., Boyd's Creek, Cape Fear
Basin, Pernik No. 01-08
Biologists with the North Carolina Wildlife Resources Commission have reviewed the
sul�jcci p unit renewal and modification request. An on -site investigation was conducted on 2
lwebrustry 1998. Our comments are provided in accordance with provisions of the Mining A0 of
1971 (as amended, 1982)(G.S. 74-76 through 74-68 15 NCAC 5)•
Luck Stone Corporation plans to expand the pit and overburden storage at their
Burlington Quarry. The expansion will result in the relocation of at least 1,406-feet of an
unnamed tributary to Boyd's Creek. The proposed relocation of this unnamed tributary is via a
diversi on channel arounri the southern section of the site.
We evaluated the lower section of this unnamed tributary between an unpaved road
crossing; and the con{luenoe with Boyd's Creek. The width of the stream varied from a few feet
to approximately 10 feet, Water depth varied from a few inches in riffle areas to a foot or so in
pools. Substrate was composed of bedrock, small boulders, cobble, gravel and some sand.
Strcarn banks were relatively stable; only slight erosion and sand deposition was obscrvcd.
Ripariw-i veg;etutiun was mostly hardwood trees and shrubs, Fisheries resources were not

MCWRC,HCP,FALLS LAKE TEL:[phone] Feb 12'98 11:24 Na,004 P.03
• Luck Stone Corporatis 2 February 12, 1998
Burlington Quarry
sampled. Depending on annual flow regimes, this stream could support chubs, shiners, darters
and possibly sunfishes.
Although this unnamed tributary does not possess any unique fisheries or aquatic
rosourccs, it is a quality headwater stream and we have savorarl Concerns about it's relocation to a
diversion charnel. First, relocation would destroy the current fisheries and aquatic habitat in the
unnamed tributary. Second, relocation ofstrearn flow to a diversion channel can lead to
increased stream ba& erosion downstream of the channelized section due to increased water
velocities, particularly during storm events. This subsequently leads to degradation of aquatic
and fisheries habitat in these downstream ams.
If the Division of Land Quality approves this permit renewal and modification, we
recommend that the diversion channel be oonstrueted using practices described by David L.
Rosgcn in Applied River Morphology, 1996. In addition, the diversion channel should
incorporate the following characteristics.
1. Comparable linear distance, slope, sinuosity (meanders), substrate and pool to rillie `
habitat to the existing untamed tributary. �L-n
2. A minimum of a 100-foot undistmtcd vegetative buffer should be maintained on each
side of the diversion channel. Trees acid shrubs native to the area should be
maintained and/or established in the buffer. i►�
3. If existing topography permits, relocate the diversion channel further south to
minimize impacts associated with pit expansion and overburden storage. Itle 12V
4. If necessary, modify the reclamation plan to either restore the existing stream channel,
if possible, or to allow this diversion cnel to retrain intact. In other words, upon
completion ofmining activities, the flow in this unnamed tributary should not be
diverted to the pit (reservoir).
Thank you for the opportunity to review and comment on this permit modification. If �
you need additional information, please contact me at 919-528.9886. �.--
cc; Phil Davidson, Luck Stone Corporation
John Dorney, Division of Water Quality

Author: "Matthew Gantt" <MATT [e-mail]> at Internet
Date: 1/23/98 12:56 PM
Priority: Normal
Receipt Requested
TO: Tony Sample at NROLR0IP
Subject: Luck Stone Burlington, 01-08
------------------------------------ Message Contents -----
Tony,
I have the following comments on the proposed renewal and
modification of 1/12/98:
1) A site inspection on 1/22/98 revealed that the mine is in very
good shape. See report of the same date.
2) A construction sequence is needed for the installation of the
southern bypass channel. This sequence must show when and
how the stream will be turned into the channel.
3) Rock dam 98-3 can only be installed after the southern bypass
channel is complete and the creek is turned into it. It may not be
used as an in -stream sediment control.
4) Rip rap channel 98-2 will not properly drain toward rock dam 98-4.
It can not direct.runoff uphill toward the sediment trap.
DWQ comments will follow.
Any comments, please advise.
Thanks,
Matt

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
WINST4N-SALr6m RE%iONAL OFKICE
DIVISION OF WATER QUALITY
r 0 31998 GROUNDWATER SECTtON
3y .
2$ January 199$
To: Matt Gantt
Land Quality Section Supervisor
Winston-Salem Regional Office
From: Don Geddes � Jai
Groundwater Section Hydrogeologist
Winston-Salem Regional Office
Subject: Mining Permit Modification
Luck Stone Corporation
Burlington Plant
Aiamance County
Mine Permit No. 1-08
ECFPVE
FEB 03 1998
I have reviewed the permit modification request for mining operations at the
subject site. Based on the information submitted, there is a chance that groundwater
quantity in several domestic supply wells could be adversely affected by this modification
at some point in the future.
The pit is presently 100 feet deep and intersects the water table, which requires
that groundwater is pumped from the pit. The modification calls for removal of an
additional 300 to 400 feet of material, with a proposed final pit depth of 400 to 500 feet.
Withdrawal of the increased volume of groundwater from the expanded pit may create
a cone of depression large enough to affect the nearest supply wells_ However, these
wells are presently over 1,000 feet from the pit limits, and the proposed modification will
expand the pit away from the domestic wells, thereby decreasing the chance for impact.
Therefore the Groundwater Section recommends that, minimally, any groundwater
protection monitoring requirements contained in the existing permit are retained in the
modified permit.
Thank you for the opportunity to comment on this application.
BOB WAUGNTOWN STREET, WINSTON-SALEM, NORrN CAROLINA 27107
PHoN E 33E-771 -4BOO FAX [phone]
AN EQUAL 019PORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECVCLEfl110% POST•CONSUNER PAPER

- NINE SITE IREVIEIy _
DEM COAEMWNTS
project V VI �1 �°' �` county,
Due: f
Water Quality Issues,
I'. Watershed/Stream Name and Classification:
�
2, e its:
YES
NPDES Permit ,Required
NPDES Permit Existing
Nondischarge Permit Required
Nondi.scharge Permit Existing
NOV Issued
-_
Civil Penalty Assessed/Injunction
Requested
3. Wetlands:.
Wetlands Disturbed
V/
401 Certification Required
Air Duality issues:
Qrn'� • RQp• Ln 11aKSc
app. 0- o�oaILT7.g9A
Air Permit Required
Air Permit Existing
��
' Col3a Q!,
NOV Issued
Civil Penalty Assessed/Injunction
A .
Requested
j3aIY
Groundwater Issues:
well Permit Required
"4,rK Well Permit Existing Oqm)
Groundwater Contamination ProbleT*
NOV Issued
`,
Civil. Penalty Assessed/Injunction
Requested.
Comments : ' tL [ar�T it c+► + 1k' 14 dss 1} W 57� o l
U �r f-11H+C"
t 5 �N
ft*-We� &Z- q3 F 1�o C3W ek,W-�ti4,Y-aeW baeuA--, emT�. ge, N ? lie ,kL r:LaL ?6o M■T5 `•>.
- -
1P6b+71cNh►..Rwy P, Is.
Signed 4
110 Date

alley, wi liams, carmen & king, inc.
BURLINGTON OFFICE KANNAPOLIS OFFICE GREENSBORO OFFICE
ENGINEERS & ARCHITECTS CONSULTING ENGINEERS ENGINEERS & ARCHITECTS
p.o. box 1179 1 740 chapel hill road p.c. box 1248 1 207 south main street 300 east wendover avenue, suite 403
butlinglon, north Carolina 27216 kannspaiis, north carclina 28062 greensbDro, north r arolina 27401
telephone [phone] telephone [phone] telephone [phone]
lax 9 10122 6-30 34 fax [phone] fax 910Q78.2583
PLEASE REPLY TO:
January 29, 1998 Kannapolis
96207
Mr. Tony Sample, Assistant Mining Specialist
Land Quality Section,
NC DENR
512 North Salisbury Street
Raleigh, North Carolina 27611-7687 �J
Re: Luck Stone Corporation - Burlington Plant FER
lantR 0998
Mining Permit Renewal -and Permit ! "'y
Alamance Countyr.—
Dear Mr. Sample: I `
I
Please find enclosed four copies,.of:the.signed- revegetatton.plan._ Please insert these into your
copy of the mining permit application:-
� II
Please call me at [phone] if you have any questions or need/any additional information.
Sincerely,
' Is
ALLEY, WILLIAMS, CARMEN & KING, INC
Wesle ebb, P. E.
LAURENCE A. ALLEY, P-E, DARRELL L- quSELL. P.E.
FRANZ K- HOLT. RE. HERBERT A. CARMEN. AIA MARK D. REICH, P.E.
JEFFERY 0. MOOOY, PE. KENNETH D. 5 rAFFORD, AtA G. WESL€Y WEBB. P.E.
JAMES COY ING10% P.9. DEMETREOS N. C;At.LINICOS, A!A, RIMA WAYNE B PERRY. R-L.S-
RCBEAT J. GRILI . ASLA CHARLES E. 7HEISEN, NCARS. AIA KIN R. LRLY, R -S.

APPLICATION FOR A MINING PERMIT _
10. 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, if necessary, temporary revegetation. Revegetation
utilizing only tree plantings is not acceptable. NOTE: The Revegetation Plan must be approved
nd signed by one of the following:
a. Authorized representatives of the local Soil and Water Conservation District; _ -
b. Authorized re resentatives of the Division of Forest Resources, Department of Environment,
Health, and Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service,
specialists and research faculty with the Colleges of Agriculture and Life Sciences and Forest
Resources at North Carolina State University;
d. North Carolina licensed landscape architects;
e.-- Private consulting foresters referred by the Division of Forest Resources, Department of
Environment, Health, and Natural Resources;
f. Others as may be approved by the Department.
LIME - RATE OF APPLICATION (tons/acre): 4000 lbs./Acre
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre): 10-20-10 1500 1bs.lAcre
SEED - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDULE (pounds/acre):
SPRING RATE MARCH - IUNE
RYE GRAIN
20 LBS. PER ACRE
TALL FESCUE
80 LBS. PER ACRE
SERICEA LESPEDEZA
45 LBS. PER ACRE
OR RED CLOVER
8-14 LBS. PER ACRE
HULLED COMMON BERMUDA GRASS
4 LEIS. PER ACRE
OR WEEPING LOVE GRASS
_ 2. 4 LBS. PER ACRE
FALL RATE (MID) AUGUST - OCTOBER
RYE GRAIN
40 LBS. PER ACRE
TALL FESCUE
80 LBS. PER ACRE
SERICEA LESPEDF.Z.A (UNSCARIFIED)
45 LBS. PER ACRE
WINTER RATE NOVEMBER - FEBRUARY
RYE GRAIN
40 LOS. PER ACRE
UNSCARIFIED BERMUDA GRASS
10 LBS. PER ACRE
UNSCARIFIED SERICEA IESPEDEZA
30 LBS. PER ACRE
TALL FESCUE
80 LBS. PER ACRE
MULCH - TYPE AND RATE OF APPLICATION (poundslacre) AND METHOD OF
ANCHORING: 2000 LBS OF STRAW PER ACRE
MULCH TO BE ANCHORED BY ONE OF THE FOLLOWING METHODS:
1. CRIMPING WITH MULCH ANCHORING TOOL; OR
2. TACK WITH ASPHALT EMULSION - 400 GAL, PER ACRE
OTHER VEGETATIVE COVERS - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
All Berms to be planted with White Pine seedlings on a 20' x20' staggered spacing after cover is
established.

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APPLICATION FOR A MINING PERMIT
10. 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, if necessary, temporary revegetation. Revegetation
utilizing only tree plantings is not acceptable. NOTE: The Revegetation Plan must be approved
and signed by one of the_foiiowing:
a. Authorized representatives of the local Soil and Water Conservation District; _
b. Authorized representatives of the Division of Forest Resources, Department of Environment,
Health, and Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service,
specialists and research faculty with the Colleges of Agriculture and Life Sciences and Forest
Resources at North Carolina State University;
d. North Carolina licensed landscape architects;
e. - Private consulting foresters referred by the Division of Forest Resources, Department of
Environment, Health, and Natural Resources;
f. Others as may be approved by the Department.
LIME - RATE OF APPLICATION (tons/acre): 4000 lbs./Acre
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre): 10-20-10 1500 tbs./Acre
SEED - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDULE (pounds/acre):
SPRING RATE MARCH - IUNE
RYE GRAIN
20 LBS. PER ACRE
TALL FESCUE
80 LBS, PER ACRE
SERICEA LESPEDEZA
45 LBS. PER ACRE
OR RED CLOVER
8.14 LBS. PER ACRE
HULLED COMMON BERMUDA GRASS
4 LBS. PER ACRE
OR WEEPING LOVE GRASS
2- 4 LBS. PER ACRE
FALL RATE (MID) AUGUST - OCTOBER
RYE GRAIN
40 LBS. PER ACRE
TALL FESCUE
80 LBS. PER ACRE
SERICEA LESPEDEZA (UNSCARIFIED)
45 LBS. PER ACRE
WINTER RATE NOVEMBER - FEBRUARY
RYE GRAIN
40 LBS. PER ACRE
UNSCARU71ED BERMUDA GRASS
10 LBS. PER ACRE
UNSCARiF IED SERICEA IESPEDEZA
30 LBS, PER ACRE
TALL FESCUE
80 LBS. PER ACRE
MULCH - TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF
ANCHORING: 2000 Las of STRAW PER ACRE
MULCH TO BE ANCHORED BY ONE OF THE FOLLOWING METHODS:
1. CRIMPING WITH MULCH ANCHORING TOOL; OR
2. TACK WITH ASPHALT EMULSION - 400 GAL. PER ACRE
OTHER VEGETATIVE COVERS - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
All Berms to be planted with White Pine seedlings on a 20' x20' staggered spacing after cover is
established.
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APPLICATION FOR A MINING PERMIT
10. 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 recorn mendations must include general seeding
instructions for permanent revegetation and, if necessary, temporary revegetation. Revegetation
utilizing only tree plantings is not acceptable. NOTE: The Revegetation Plan must be approved
and signed by one of the -following: -
a. Authorized representatives of the local Soil and Water Conservation District; -
b. Authorized representatives of the Division of Forest Resources, Department of Environment,
Health, and Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service,
specialists and research faculty with the Colleges of Agriculture and Life Sciences and Forest
Resources at North Carolina State University;
d. North Carolina licensed landscape architects;
e.- Private consulting foresters referred by the Division of Forest Resources, Department of
Environment, Health, and Natural Resources;
f. Others as may be approved by the Department.
LBIEE - RATE OF APPLICATION (tons/acre): 40001bs./Acre
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre): 10-20-I0 1500 Ibs./Acre
SEED - TYPE(S) AND RATE(S) OF
SCHEDULE (pounds/acre):
SPRING RATE MARCH - JUNE
RYE GRAIN
TALL FESCUE
SERICEA LESPEDEZA
OR RED CLOVER
HULLED COMMON BERMUDA GRASS
OR WEEPING LOVE GRASS
FALL RATE (MID) AUGUST - OCTOBER
RYE GRAIN
TALI. FESCUE
SERICEA LESPEDEZA (UNSCARIF[ED)
WINTER RATE NOVEMBER - FEBRUARY
RYE GRAIN
UNSCARIFIED BERMUDA GRASS
UNSCA►RHgED SERICEA LESPEDEZA
TALL FESCUE
APPLICATION INCLUDING YEAR-ROUND SEEDING
20 LBS. PER ACRE
80 LBS. PER ACRE
45 LBS. PER ACRE
8-14 LBS. PER ACRE
4 LBS. PER ACRE
2- 4 LBS. PER ACRE
40 LBS. PER ACRE
80 LBS. PER ACRE
45 LBS. PER ACRE
40 LBS. PER ACRE
10 LBS. PER ACRE
30 LBS. PER ACRE
80 LBS. PER ACRE
MULCH - TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF
ANCHORING: 2000 LBS OF STRAW PER ACRE
MULCH TO BE ANCHORED BY ONE OF THE FOLLOWING METHODS:
1. CRIMPING WITH MULCH ANCHORING TOOL; OR
2. TACK WITH ASPHALT EMULSION - 400 GAL. PER ACRE
OTHER VEGETATIVE COVERS - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
All Berms to be planted with White Pine seedlings on a 20' x20' staggered spacing after cover is
established.
-14-

13

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.� alley, wl liams, carmen & king, inc.
BURLINGTON OFFICE
ENGINEERS & ARCHITECTS
p.a. box 1179 f 740 Chapel hill road
4udiogton, north Carolina 27218
telephone 910f22&5534
tax 910026-3034
January 8, 1998
96207
KANNAPOLI5 OFFICE
CONSULTING ENGINEERS
p.o. box 1246 1 207 south main street
kannapolss, north carolina 28082
telephone 704193E-1515
fax [phone]
Mr. Tony Sample, Assistant Mining Specialist
Land Quality Section,
SIC DEHNR
512 North Salisbury Street
Raleigh, North Carolina 27611-7687
B
GREENSBORO OFFiCF
ENGINEERS & ARCHITECTS
3G0 east WCndOV0r avenue, suite 403
greensbaro, north carolina 27401
telephone [phone]
fax [phone]
PLEASE RMY TO
Kannan lls
EZVVE-
JA IV 121998 I
Re: Luck Stone Corpoiation - Burlington Plant i
I '
Mining Permit Renewal an4 Permit j
Alamance County
I
Dear Mr. Sample:
Please find enclosed four copies _of- the_Mine.,Map�,the`Reclamation.Map, detail sheets, and the
erosion control calculations.for the -project. listed -above: The mine drawings are scaled at 1" =
200' and the channel detail is scaled' at 1" =1061.
The plans show approximately 39.2lacres_af disturbance;for the purpose of pit expansion,
channel excavation, and overburdenlstorage:- The proposed channel will divert runoff to
prevent flooding in the future pit 'he plans also show the location,of erosion control measures
for the proposed construction. The acreage chart. has been revised to reflect the change in the
land use.
1. The existing erosion control measures. a re' dark magenta with dark green text.
2. The 10 year pit limits have been expanded and are outlined in red.
3. The overburden storage area has been expanded and is outlined in light brown along with
the drainage berms.
4The southern diversion channel is outlined in dark blue.
5. The proposed erosion control measures_ for the overburden removal area are shown with
magenta symbols and text.
6. A culvert crossing has been added to the lower end of the southern diversion channel near
the existing power tower.
LAURENCE A. ALLEY. P.E. DARREL•_ L- RUSSELL. P E.
FRANZ X. HOLT, P.E. HERBERT A. CARMEN, AIA MARK D. REICH. RE.
JEFFERY D. MOODY, P.E. KENNETH 0. STAFFORD. AIA G. WESLEY WEBB, P.E.
JAAAFS C1OVINGT4N, P.E, OEMr-TREOS N. CALLIN]COS. AIA, RIBA WAYNE B- PERRY, R-L.S.
ROBERT J. GRILL, ASLA CHARLES E- THEISEN, NCARB, AIA KIM R. LrLL'!, R.L.S.

Mr. Tony Sample
January 8, 1998
Page Two
Attached you will find the following items:
1. A check for $500.00 for the permit renewal fee and a check for $500.00 for the permit
modification fee.
2. A copy of the Standard Blasting Procedures.
3, A list of all fuels, oils, solvents, or other chemical reagents stored on -site, the type of
container for each product, and the method of containment in case of a spill.
4. A copy of the original land entry agreement signed by the landowner of the property that is
leased.
The original Page 14 of the application with the signature of Robert Grill, ASLA is being sent
directly to your office. A blank version with the seeding rates is included in the permit.
Please call me at [phone] if you have any questions or need any additional information.
Sincerely,
ALLEY, WILLIAMS, CARMEN & KING, INC
Wesley ebb, P.E.
alley, williams, carmen & king, inc.
11:

r�
DATE TO ASSISTI i"~ DA4&o SUSAN
LOGGED IN
CW
AfffilNG CEMCKLM FOR ROUTING
Company-- Project Namew► I; N� -►� �f _
r Permit No. QJ- 0 County ate., Date Received
Reviewer
Please make copies of check to include with central Office and
Field office files and log in checks.
* ❑ New L'S Renewal LJ Modification ❑ Transfer ❑ Release
�Cfr.►-c.,� D da. r3d
❑ Additional Information CJ Fee Seeded
Please route to:
El�Whoyr �- - Field Office
1 wi1.d1ife Resources Commission
*IJ" Archives and History
Date Routed I
Date Routed I U
Date Routed
L'� Dther: �wu ►�.r� Date Routed
suspense Date for commentst(Date received +30 days,
not on weekend)
r
❑ Please note the following:
* US SAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Orange Copies to File Fink Copy to Susan

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NORTH AROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Qivisiom ❑F LANr) RESOURCES
January 12, 1998
TO: Mr. Owen Anderson
Habitat Conservation Program Coordinator
Wildlife Resources Commission
FROM: Susan B. Edwards
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Renewal & Modification Request for Luck Stone
Corporation
Burlington Quarry -Permit No. 01-08
Alarnance County
Please find attached for your review a copy of the mining permit renewal and
modification application for the above referenced project.
Please review this information and advise as to the probability of this operation
haying unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)).
Please respond by Februna1298 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 ALLAPPLICATIUN
MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS
Ismc"
Your continued cooperation in the review of these type requests is greatly
appreciated. Please contact Mr. Tony Sample at [phone] if you have any
questions.
ISBE .
Attachments
cc: Mr. Matthew Gantt
LAND QUALITY SECTION (91 9)733-4S74 FAX (919) 73'J-2078
GEOLOGICAL SURVEY SECTION (919) 733•,R423 FAX 40 M 733->0900
P.O. FlpX 27687, RALEt6N, NOPrrH CAROLINA 1701 f -7887 TELEPtIONt [phone] FAX (9193 71S-B801
AN EQUAL OPPORTUNITY 1AFF I RMATIVE ACTION EMPLOYIR - So% RECYCLEO110% FOSS -CONSUMER PAPER

LUCK STONE CORPORATION NO. 84546
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•
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
AND NATURAL RESOURCES '
LAND QUALITY SECTION ,) AIR 1998
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine BURLINGTON PLANT County Alamance
2. Name of Applicant* LUCK ST NE CORPORATION
3. Permanent address for receipt of official mail** ATiN: PHIL DAVIDSON_
P.O. BOX 2 682 RI ND VA 232 2- 682
Telephone [phone]
4. Mine Office Address 1666 NC HWY 49, BURLINGTON. NC 27217- Pa SOX 99 HAW RIVER 27258
Telephone[phone] -- -
5, Mine Manager Terry C. 3arrglls
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 nusrepresentation of facts will be cause for
permit revocation.
***Signature DateC2 Z9
Print Name, , William A. Thomas
Title Vir -President-
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclarn tion 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 g=lete 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.

•
•
I

APPLICATION FOR A MINING PERMIT
■ 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):
Of this acreage, how much is owned and how much is leased? Acres owned: 150 Acres
leased: 150 Property owner if leased: The Horner Cam an
b. If this is an application for RENEWAL of a mining ,permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit: Mining Permit No.: 1-08
Total permitted acreage (this is the acreage that the "renewal" fee will be
based upon) : 300
c. 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.: 1-08 Total permitted acreage: 300
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): 39.2
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: I (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. If this is an application for TRANSFER of a mining permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit: Mining Permit No.:
Total permitted acreage:
■ SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT
TO BE PAID FOR THE. REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE
NOTED ABOVE
2. Indicate the approximate Iongitude and latitude, in degrees -minutes -seconds, of the center of the mine
site: LONGITUDE (dd-mm-ss): 79 -- 21 -- 35 Quadrangle: BURLINGTON NE
LATITUDE (dd-mm-ss): 36 -- 07 -- 40
Name of all materials mined: Granite Gneiss
-2-

•
•
APPLICATION FOR A MINING PERMIT
4
Mining method: Hydraulic Dredge Front-end Loader & Truck X Shovel & Truck
Dragline & Truck Self -loading Scraper Other (explain)
5. a. Expected maximum depth of mine (feet) 500' Reference elevation: 600 (top of pit -MSL*)
b, Expected average depth of mine (feet) 400'
6. Has any area(s) at this site been mined in the past? Yes X No If no, proceed to Question 7.
a. Acreage of previously affected land(s) at present site that has not been reclaimed:
132 acres (identify all areas on your mine map(s)).
b. When and by whom was this activity conducted By Luck Stone Corporation under this
91
Acreage of previously affected land at present site
(identify all areas on your mine map(s)).
When and by whom was this activity conducted?_
0 acres
e. Do you wish to exclude any areas noted in 6a or c from this permit application?
Yes No X . If yes, how much? acres (identify all areas on your mine map(s)).
7. Present (pre -mining) use of the land (estimate acreage for each):
Cropland 25 acres Pasture 15, acres Forestry 249 acres Fish/Wildlife 6 acres
Recreation acres Other S acres (Specify use: )
8. Proposed land use after mining and reclamation has been completed (estimate acreage for each):
Cropland acres Pasture 125 acres Forestry 71 acres Fish/Wildlife .90 acres
Recreation acres Other 14_._acres (Specify use: Commercial/Industrial )
9. Number of years for which the permit is requested (10 years maximum): 10
B. MAPS
I. Four (4) copies of the county highway maps and four (4) copies of all mine maps and reclamation
maps shall be submitted with each permit application.
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
[phone]
Clearly label and mark the location of your mining operation on the county highway maps.
* Mean sea level
-3-

APPLICATION FOR A MINING PERMIT
2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on
the maps along with their corresponding (approximate) acreage. As a reminder, mining permits
can only be issued for up to 10 years; thus, all mine and reclamation maps must only denote
those activities that are intended to be conducted during the life of the mining permit. All maps
must be of a scale sufficient (see minimum requirements listed below) to clearly illustrate the
following, at a minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights -of -way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants (processing plants may be described as to location
and distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds,
k. Location and acreage of all planned and existing access roads and on -site haul roads.
I. 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 flood lain limits and wetland boundaries.
o. Names of owners of record, both public and private, of all adjoining land.
p. Map legend:
I. 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 must, at a minimum, meet the following guidelines:
PERMITTED ACREAGE MAP SCALE
0-99 Acres 1 inch = 50 feet
100-499 Acres 1 inch = 100 feet
500+ Acres 1 inch = 200 feet
-4-

11
APPLICATION FOR A MINING PERMIT
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 of the mining operation that is proposed to be affectedldismrbed during the life of the mining
permit. A tablelchart similar to the following will he acceptable:
CATEGORY
AFFECTED ACREAGE
Tailings/Sediment Ponds
Stockpiles
Wastepiles
Processing ArealHaul Roads
Mine Excavation
Other
NOTE: IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITS
SPECIFIC MORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING
QUESTIONS IN THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED
QUESTIONS/STATEMENTS THROUGHOUT THE FORM). THIS APPLICATION WILL NOT
BE CONSIDERED COMPLETE WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY
ADDRESSED ON THE MINE MAPS.
-5-

APPLICATION FOR A MINING PERMIT
C. PROTECTION OF NATURAL RESOURCES
1. 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 site processes involve the washing of stone. As part of this process, the water is recycled
through closed loop settling ponds.
b. Will the operation involve discharging fresh or waste water from the mine or plant?
Yes X No . if yes, briefly describe the nature of the discharge and locate all
proposed discharge points (along with their method of stabilization) on your mine map(s).
Water is pumped from the pit as it is collected in the sump. The water is pumped into a settling
pond and then discharged into the riprap channel on the north side of the pit.
c. Will any part of the proposed mine excavation(s) extend below the water table?
Yes X No . If yes, do you intend to dewater the excavation(s)? Yes X No . If yes,
what impact, if any, will mine dewaterin have on neighboring wells? Locate all existing wells
on the mane map (s) that lie within 500 feet of the proposed excavation area. Provide data to
support any conclusions or statements made. Indicate whether the proposed mine locale is
served by a public water system or private wells.
The existing mine has had little effect on the monitoring wells around the pit. The local area
is served by a public water system and private wells.
d. If the mine will extend below the water table, what is the We -mining depth (in feet) to the
seasonal high and low ground water tables? High 18 ft. Low 30 ft. What is the
source of this information?
Monitoring wells located on site.
e. 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, etc) from the
Division of Environmental Management, Water Quality Section.
The site wasterwater system, pit discharge and storm water discharges are permitted under
permit number NCGD 20000.
-6-

APPLICATION FOR A MINING PERMIT
2. 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 Environmental Management, Air Quality Section, or
local governing body.
The mine operations are covered under Air Quality permit number G132R4.
b. How will dust from stockpiles, haul roads, etc., be controlled?
A Johnson Marsh dust control system will be utilized to minimize fugitive dust from conveyors
and stockpiles. A water truck will be utilized to control haul road dust. A truck spray system
will be provided to minimize emissions from customer trucks.
3. Describe in detail the chronological sequence of land disturbing activities and reference the sequence
to the mine map(s). Attach additional sheets as needed.
See the construction sequence on the detail sheet.
4. Describe specific erosion control measures to be installed prior to land disturbing activities and
during mining to prevent offsite sedimentation (include specific plans for sediment and erosion
control for mine excavation (s), waste piles, access/mine roads and process areas), and give a detailed
sequence of installation and schedule for maintenance of the measures. Locate and label all sediment
and erosion control measures on the mine maps) and provide typical crass-sections/construction
details of each measure. Engineering designs and calculations shall be required when needed to
justify the adequacy of any proposed measures.
Erosion will be controlled on site with the use of the following practices - permanent stormwater
retention basin, temporary silt pits, rock check dams, rock dams rip rap placement, silt fences,
temporary ditch lines, slope drains and the establishment of temporary and permanent vegatative
covers. These devices are shown on the attached plans showing the proposed grading and the
proposed erosion control. Engineering calculations are attached. The sequence of installation of the
erosion control measures is listed on the erosion control detail sheets.
-7-

APPLICATION FOR A MINING PERMIT
5. a. How wide a buffer will be maintained between any mining activity and any adjoining permit
boundary or right-of-way? Buffers must be located within the permit boundaries. Buffers along
permit boundaries must be, at a minimum, unexcavated buffers. Show all buffer locations and
widths on the mine map (s).
A minimum of 25' of undisturbed buffer, except at public access points to the property, will be
maintained.
b. How wide a buffer will be maintained between any land disturbing activities within the permit
boundaries and any natural watercourses and wetlands? Buffers along natural watercourses and
wetlands must be undisturbed. Show all buffer locations and widths on the mine map(s).
A minimum of a 50 foot undisturbed buffer feet will be maintained adjacent to natural
watercourses, except at creek crossings.
6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining.
All fill slopes shall be finished to a maximum of 2:1 slope. They will be stabilized by the
planting of grasses during the first planting season after each section of the berm or overburden
storage area is completed (see the detail sheets for the proposed rates and schedules). All cut
slopes will be graded to a 2:1 slope in unconsolidated materials.
b. 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.
All blasts will be conducted by a certified blaster utilizing an up to date controlled blasting
technology. the company blasting S.O.P. will be used for all blasting procedures. All blasts
will be monitored by seismograph (see attached Standard Blasting
lastin Procedures). Also, screening
equipment and finish plant crushers will be installed in enclosed structures. There are no
existing structures on adjacent property within 300' of the excavation.
-8-

•
•
APPLICATION FOR A MINING PERMIT
c. Describe what kind of barricade will be used to prevent inadvertent public access along any high
wall area and when it will be implemented. Vegetated earthen berms, appropriate fencing and
adequate boulder barriers may be acceptable high wall barricades. A construction detail/cross-
section and location of each type of barricade to be used must be indicated on the mine map(s).
Fencing, consisting of 48" American wire plus 2 strands of barbed wire (total of 60" O.A.
Height) shall be constructed. the fence shall be constructed so as to prevent public entry along
the high wall area, plant area and maintenance area. Open pit warning signs will also be posted
at appropriate locations along the fence Iines. In areas where the operation is expanding, earth
berms and rock diversions will be used and moved as the pit wall moves.
d. Provide a cross-section on the mine maps) for all fill slopes (berms, wastepiles, overburden
disposal areas, etc.), clearly indicating the intended side slope gradient, installation of any
benches and/or slope drains (with supporting design information) if needed, and the method of
final stabilization.
Fill slopes will be graded to a 2:1 slope and seeded as shown on the plans. In areas where the
slope height will exceed 30 feet, benches and slope drains will be provided to prevent slope
erosion.
e. In excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes
including speci3Ocations for benching and sloping. Cross -sections for all cut slopes must be
provided on the mine map (s).
Slopes in unconsolidated materials shall be 2:1. The site borings indicate that the overburden
is less than 20' deep. For this reason, no benches are proposed for the cut slopes in
unconsolidated materials.
f. 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.
See the pit wall cross-section in the detail sheets.
7. Are acid producing minerals or soils present? Yes No X How will acid water pollution
from the excavation, stockpiles and waste areas be controlled?
NZ

0 . 0
APPLICATION FOR A MINING PERMIT
8. 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 map (s) and provide cross -sections
through all proposed berms or proposed spacings, sizes and species for tree plantings.
The use of earthern berms will provide the principal means of screening. The berms along the
northern boundry have been constructed to provide the maximum site screening. This berm has been
extended along the western property line to provide additional screening. An overburden storage
area will screen the northwest side of the pit from public view. The remaining buffer will remain
undisturbed or, where practical, additional mixed evergreen trees planted to supplement existing
conditions. We also propose to plant tree seedlings on the berms after vegetation has been
established on the berms.
9. Will explosives be used? Yes_X No . If yes, specify the types of explosive(s) and describe
what precaution(s) will be used to prevent physical hazard to persons or neighboring property from
flying rocks or excessive air blasts or ground vibrations. Locate the nearest ofsite occupied
structures) to the proposed excavations) on the mine map and indicate its approximate distance to
the proposed excavation.
All blasts are to be conducted according to the attached *STANDARD BLASTING PROCEDURES.
*-SUndard Blasting Procedures subject to change depending on available technology or site
conditions.
10. Will fuel tanks, solvents, or other chemical reagents be stored on -site? Yes X No . If yes,
describe these materials, how they will be stored and method of containment in case of spill. Indicate
the locations) of all storage facilities on the mine map(s).
See the attached sheet
11. Are any processing waste, overburden or other such mine wastes to be disposed of off -site?
Yes X No . If yes, describe in detail what these wastes are and how they will be disposed.
Attach a separate site map(s) showing the location(s) of the disposal area(s). Include all
specifications for erosion and sediment control.
The only processing waste to be disposed of offsite will be scrag metal and waste oils associated with
production equipment which is sold to venders involved with the recycling of these materials.
Overburden is occasional sold to contractors for fill material on private construction jobs as the need
arives.
-10-

APPLICATION FOR A MINING PERMIT
D. RECLAMATION PLAN
1. Describe your intended plan for the final reclamation and subsequent use of all affected lands and
indicate the general methods to be used in reclaiming this land. This information must be illustrated
on a reclamation map and must correspond directly with the information provided on the mine
map (s).
Refer to the attached site plan and reclamation plan. The mining operation will continue to utilize
the sound engineering practices used over the past 10 years to excavate, grade, and stabilize the
distrubed areas. Overburden will be utilized to construct environmentally sound screening berms and
an overburden storage area. The berms and overburden storage area are to be vegetated and planted
with tree seedlings, concurrent with the development of the site. The berms are designed to remain
as part of the final reclamation. The excavation for the pit is proposed to remain, as a water
M oundment for fish and wildlife, upon termination of mining operation estimated to occur in 80 -
108 years. The plant/stockpile area, related use area, and scale areas will, upon termination of
mining activities, be reclaimed as described in Item 5. These areas have potential for a variety of
future use including agricultural or recreation.
2. a. Is an excavated or impounded body of water to be left as a part of the reclamation?
Yes_ C- No . If yes, illustrate the location of the body(s) of water on the reclamation
map and provide a scaled cross-section(s) through the propose body(s) of water. The minimum
average water depth must be at least 4 feet 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 X No . If yes, specify species.
The quarry excavation, estimated to average 400' in depth, is proposed to become a water
impoundment upon termination of the operation. Water will be directed to the excavation by
routing the flow from the diversion along the northern limit of the quarry. The impoundment
will be stocked with bream and large mouth bass. The size of the impoundment will be dictated
by the final size of the pit.
b. Describe provisions for prevention of noxious, odious or foul water collecting or remaining in
mined areas. Provide details and locations of any permanent water outlets on the reclamation
map.
All ancillary ponds (i.e. settling and truck wet down) will be drained, filled in and vegetated
upon termination of the mining operation. The retention pond and proposed water impoundment
(quarry excavation) will be fed by the perennial stream, to be diverted only during the time of
quarry excavation. Quarry dewatering, under NPDES permit, will eliminate stagnation of water
collectors in the excavation during mining operation.
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0 . 0
APPLICATION FOR A MINING PERMIT
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. Construction details and locations of
all permanent barricades must be shown on the reclamation map.
The excavated area will be well buffered by distance and/or earthern berms. In addition, a fence,
60" in height is proposed to be constructed around the perimeter of the excavation. Where pratical,
a fence is being installed along the perimeter of the property.
4. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on -site mine
waste areas, including specifications for benching and sloping. Final cross sections and locations
for such areas must be provided on the reclamation map.
Overburden will be utilized to construct the screening berms and overburden storage area as shown
,on the plans. The berms will be constructed, graded and vegetated concurrently with the quarry
;evelopment. No refuse or spoil piles are proposed on the site.
The test drilling indicates the average overburden depth to be 13t feet. therefore a single 2:1 slope
without benches to the rock is proposed. The rock is proposed to be excavated in lifts of 50'f with
'25'f wide benches.
J'. ii Describe reclamation of processing facilities, stockpile areas, and on -site roadways.
Upon termination of the mining operations all processing equipment and related structures shall
be dismantled and removed from the property. Foundations will be demolished and removed
from the property. The stockpile/plant areas and interior haul roads shall be graded in a manner
to conform to the surrounding contours. The areas will then be harrowed, limed, and fertilized
in accordance with soil tests for establishing vegetation. The sowing of grasses and seedlings
will be in accordance with seeding specifications. Topsoil For Top Dressing is to be stored in
the southern portion of berm "D" as shown on the mine map. The maintenance building,
storage buildings, scale office; and main access roads are proposed to remain after reclamation.
They are permanent structures; their usefulness will be extended beyond the mining operation.
b. Will any on -site roadways be left as part of the reclamation? Yes X No If yes,
identify such roadways on the reclamation map and provide details on permanent ditch line
stabilization.
The main access road to the buildings listed above will remain. The roads and ditches were
stabilized during the intial construction of the plant area.
12-

0 - 0
APPLICATION FOR A MINING PERMIT
6. Describe the method of reclamation of settling ponds and/or sediment control basins.
Sediment control basins are proposed to be left on the site. They are situated so as to provide
protection during the reclamation process. Settling and wetdown ponds will be drained and filled
with select fill, topdressed and seeded.
7. 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, Health, and Natural Resources, Land Quality Section
and either the Division of Solid Waste Management (DSWM) or local governing body. If a
disposal permit has been issued by DSWM for the site, a copy of said permit must be attached
to this application. - All temporary and permanent refuse disposal areas must be clearly delineated
on the mine map (s) and reclamation map, along with a list of items to be disposed in said areas.
During the operation, scrap metal, lumber, and used parts will be consigned to and maintained in
an orderly manner in the maintenance area. Removal of excessive scrap metal, cable, and related
wear parts shall be periodically removed from the site by contracted scrap dealer.
Waste oils shall be stored in an EPA approved U.G. container and removed from site by a licensed
disposal firm. The container shall be equipped with a level indicator to prevent overflow.
An approved metal dumpster shall be provided for the routine waste generated from packaging,
meals, and administrative functions.
No contamination from toxic ores or mineral solids is anticipated.
8. Indicate the method of restoration or establishment of any permanent drainage channels to a condition
minimizing erosion, siltation and other pollution. Provide design information, including typical'
cross -sections, of any permanent channels to be constructed as part of the reclamation plan. Indicate
the location (s) of all permanent channels on the reclamation map.
A minor tributary through the plant and stockpile area has been stabilized with a rip rap Iiner. It is
proposed that the drainage diversion north of the quarry area will be redirected into the quarry pit.
A diversion channel will also be constructed on the south side of the pit. The details for the
construction and stabilization of the channel is included in the attached plans.
9. Provide a schedule of reclamation that indicates the sequence of reclamation and approximate time
frame. If reclamation is to be accomplished concurrently with mining, then clearly indicate on the
mine maps) and reclamation map each segment that is to be mined and reclaimed during each year
of the permit. Add drawings showing typical cross -sections and final features of the proposed
reclamation.
The following schedule is proposed for the reclamation to be accomplished during the 10 year period
of the permit.
The pit will continue to expand to the south. As the overburden is removed the screening berms will
be built and stabilized. The diversion channel will be constructed when the current overburden
removal limits have been reached. After the diversion channel has been constructed and stabilized,
the pit will expand to the south towards the pit limits. Overburden from this area will be stockpiled
in the overburden storage area on the south side of the proposed diversion channel. The permanent
erosion control structures will be constructed concurrently with the grading. Placement of ditch
linings, stone surfaces for roads, and temporary and permanent seeding will be conducted
concurrently with the land disturbing activities.
-13

APPLICATION FOR A MINING PERMIT
10. 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, if necessary, temporary revegetation. Revegetation
utilizing only tree plantings is not acceptable. NOTE: The Revegetation Plan must be approved
and signed by one of the following:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the Division of Forest Resources, Department of Environment,
Health, and Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service,
specialists and research faculty with the Colleges of Agriculture and Life Sciences and Forest
Resources at North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters referred by the Division of Forest Resources, Department of
Environment, Health, and Natural Resources;
f. Others as may be approved by the Department.
LIME - RATE OF APPLICATION (tons/acre): 4000 lbs./Acre
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre): 10-20-10 1500 lbs./Acre
SEED - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDULE (pounds/acre):
SPRING RATE MARCH -1UNE
RYE GRAIN
20 LBS. PER ACRE
TALL FESCUE
80 LBS. PER ACRE
SPRICEA LESPEDEZA
45 LBS. PER ACRE
OR RED CLOVER
8-14 LBS. PER ACRE
HULLED COMMON BERMUDA GRASS
4 LBS. PER ACRE
OR WEEPING LOVE GRASS
2- 4 LBS. PER ACRE
FALL RATE (MID) AUGUST - OCTOBER
RYE GRAIN
40 LBS. PER ACRE
TALL FESCUE
80 LBS. PER ACRE
SERICEA LESPEDEZA (UNSCARIFIED)
45 LBS. PER ACRE
WINTER RATE NOVEMBER - FEBRUARY
RYE GRAIN
40 LBS. PER ACRE
UNSCARIFIED BERMUDA GRASS
10 LBS. PER ACRE
UNSCARIFIED SERICEA LESPEDEZA
30 LBS. PER ACRE
TALL FESCUE
80 LBS. PER ACRE
MULCH - TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF
ANCHORING: 2000 LBS OF STRAW PER ACRE
MULCH TO BE ANCHORED BY ONE OF THE FOLLOWING METHODS.
1. CRIMPING WITH MULCH ANCHORING TOOL; OR
2. TACK WITH ASPHALT EMULSION - 400 GAL. PER ACRE
OTHER VEGETATIVE COVERS - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
All Berms to be planted with White Pine seedlings on a 20' x20' staggered spacing after cover is
established.
—14—

Revegetation and/or reforestation plan approved by:
Signature Date
Print Name
Title
Agency

APPLICATION FOR A MINING PERMIT
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The following band calculation worksheet is to be used to establish an appropriate band (based upon a
range o $500 to $5, 000 per affected acre) for each permitted mine site based upon the acreage approved
by the Department to he affected during the life of the mining permit.
AFFECTED
RECLAMATION
CATEGORY
ACREAGE
COST/ACRE
Tailings/Sediment Ponds
7.6 Ac.
X
$ 500 /Ac.
Stockpiles{Included w/Processing}
0 Ac.
X
$ /Ac.
Wastepiles
24.0 Ac.
X
$ . 2QQ0 /Ac.
Processing Area/Haul Roads
55.4 Ac.
X
$ 2000 /Ac.
Mine Excavation
76.3 Ac.
X
$ 500 /Ac.
Other
3.0 Ac.
X
$ 2000 /Ac.
TOTAL AFFECTED AC.:
166.3 Ac.
Temoorary & Permanent Sedimentation & Erosion Control Measures-
uiviae the _jL.u_i_AjL Au. anove into the tonowi
proposedlexisting excavation and/or b) affected acres that w
he needed to prevent offske sediment.
a) Internal Drainage 86.0 Ac.
b) Positive Drainage 80.3 Ac. X
Inflation Fagtor:
RECLAMATION
COST
_ $
3,800.00
_ $
0.00
_ $
48,000.00
_ $� 110.80a 00
_ $
38 ,150.00
_ $
6,000.00
two categories: a) affected acres that drain into
be graded for positive drainage, treasures will
$1500 f Ac. = $ 120,450.00
SUBTOTAL COST: $ 327,200.00
0.02 X SUBTOTAL COST: $_ 6,544.00 X Permit Life (1 to 10 years): 10
INFLATION COST: $ 65,440.00
TOTAL COST = SUBTOTAL COST + INFLATION COST = $ 392,640.00
TOTAL RECLAMATION BOND COST. $--.392.500.00 -
(round down to the nearest $100.00)
-15-

APPLICATION FOR A MINING PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered
mail to all landowners who are adjoining (contiguous to) the permit boundaries as indicated on the
mine map(s). The only exception to the above is if another means of notice is approved in advance by
the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and locations of all owners
of record of land 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 THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW
MINING PERMITS AND FOR PERMIT MODIFICATIONS THAT ADD ADJACENT
LAND TO A MINING PERMIT.
■ SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF
NOTIFICATION"
-16-

NOTICE
Pursuant to provisions G.S. 74-50 of The Mining Act of 1971, Notice is hereby given that
has applied on
(Applicant Name) (Date)
to the Land Quality Section, Division of Land Resources, North Carolina Department of Environment, Health,
and Natural Resources, P. O. Box 27687, Raleigh, North Carolina 27611, for (check one):
(a) a new surface mining permit ❑
(b) a modification'to add adjacent land to an existing surface mining permit ❑
The applicant proposes to mine on acres located
(Mineral, Ore) (Number)
(Miles) (Direction)
Cf
(Nearest Town)
off/near road in
(Road Number/Name) (Name of County)
*SEE ATTACHED MAP FOR PROPOSED PERMIT BOUNDARIES AND CORRESPONDING
ADJOINING LANDOWNER NAMES AND LOCATIONS*
In accordance with G.S. 74-50, the mine operator is required to make a reasonable effort to notify all
owners of record of land adjoining (contiguous) to the proposed nine site (permit boundaries), and to notify
the chief administrative officer of the county or municipality in which the site is located. Any person may file
written comment(s) to the Department at the above address within thirty (30) days of the issuance of this Notice
or the filing of the application for a permit, whichever is later. Should the Department determine that a
significant public interest exists relative to G.S. 74-51, a public hearing will be held within 60 days of the end
of the 30-day comment period specified above.
A copy of the permit application materials are on file and available for public review during normal
business hours at the above listed address as well as at the appropriate regional office. For further information
call [phone]. Please note that the Department will consider any releygnt written
(Addressee's Name and Address)
(Date of Issuance of this Notice/Mailed to Addressee)
(Name of Applicant)
(Address of Applicant)
17-

a
APPLICATION FOR A MINING PERMIT
AFFIDAVIT OF NOTIFICATION
I, , an applicant, or an agent, or employee of an applicant,
for a new Mining Permit, or a modification of an existing Mining Permit that adds adjacent land to the Mining
Permit, from the N.C. Department of Environment, Health, and Natural Resources, being first duly swom,
do hereby attest that the following are known owners of record, both private and public„of the land adjoining
the proposed mining permit boundaries and that notice of the pending application has been caused to be mailed,
by certified or registered mail, to said owners of record at their addresses shown below, such notice being
given on a form provided by the Department:
(Adjoining Landowner Name) (Address)
(Attach additional list if necessary)
I do also attest that the following individual is the chief administrative officer of the county or
municipality in which the proposed mining site is located and that notice of the pending application has been
caused to be mailed, by certified or registered mail, to said office at the following address:
(Chief Administrative Officer Name) (Address)
The above attestation was made by me while under oath to provide proof satisfactory to the Department
that a reasonable effort has been made to notify the owners of record of the adjoining land and the chief
administrative officer of the county or municipality in compliance with N.C.G.S. 74-50 and 15A N.C.A.C.
5B .0004(d). I understand that it is the responsibility of the applicant to retain the receipts of mailing showing
that the above notices were caused to be mailed and to provide them to the Department upon request.
Date
Signature of Applicant
If person executing Affidavit is an agent or employee of an applicant, provide the following
information: (Name of applicant) ; (title of person
executing Affidavit)
I,
State of North Carolina, do hereby certify that
a Notary Public of the County of
personally appeared before me this day and under oath acknowledged that the above Affidavit was
-made by him/her.
Witness my hand and notarial seal, this
My Commission expires:
day of , 19,
Notary
-18-

t
APPLICATION FOR A MINING PERMIT
•
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our
lands or operation during regular business hours for the purpose of making necessary field inspections or
investigations as may be reasonably required in the administration of the Mining Act of 1971.
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 / 4 " /,.1it/
APPLICANT
Signature *,
Print Name: William A. Thomas. Y.F. Print Name:
Address Luck Stone Corporation
PO Box 29682
Richmond, VA 23242
Title:
Company:
Telephone [phone] Mine Name:
*Signature must be the same as the individual who signed Page 1 of this application.
tie approprigte rocessin fee (see next page for fee schedule) in the form a check or money order
payable to the North Carolina Department of Environment, Health, and Natural Resources must be sent
to the Land Qualily 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].
See attached copies.
-19-

MINING
*A nonrefundable permit application processing fee is required when filing for a new mining
permit, a major permit; modification or a renewal permit as follows:
TYPE ACRES * * NNW ]PERMIT MAJOR RENEWAL
MODIFICATION
Clay 1 but less than 25
$500
$250
$250
25 but less than 50
1000
Soo
Soo
50 or more
1500
Soo
Soo
Sand & 1 but less than 5 150 100 100
Gravel,
Gemstone, and 5 but less than 25 250 100 100
Borrow Pits
25 but less than 50 500 25D 500
50 or more 1000 Soo Soo
Quarry, 1 but less than 10 250 100 100
Industrial
Minerals, 10 but less than 25 1000 250 Soo
Dimension
Stone 25 but less than 5o 1500 Soo Soo
50 or more 2500 500 Soo
Peat & 1 or more 2500 Soo Soo
Phosphate
Gold (Heap
Leach), 1 or more 2500 500 500
Titanium &
Others
'A nonmfUndable $M.00 permit gpplieation processing fee is required for miner pctmit modifications. Mirror permit modifications include ownership transfcm, name
changes, buod substitutions aril permit renewals where tie thine is hnetive and fully stabilized. A ntinor permit modification also includes lands added to a permitted
area, outside of the minimurn permit buffar zone requiretrt m. where no plans for muting related dishabame of the added lands have been approved. All other
changes are cons*rod major modifications.
**Acres for new permits and renewal permits means ttts total acrcagc at the site. Acres for major modification of permits means that area of land affected by the
modification within the permitted mine arcs, or any additional lairs that is to be distufed and added to an existing permitted anal, or both.
364
-20- .

Francis M. Nevils, Jr., P.E.
Section Chief
512 N. Salisbury Street
P. O. Boa 27687
Raleigh, NC 27611
LAND QUALITY SECTION HEA OUAR`I ERS
James D. Simons, P.G., P.E. - Chief Engineer
5, Craig Deal, P.E. - State Sediment Specialist
David H. Ward - Assistant State Sediment Specialist
Tracy E. Davis, P.E. - Stare Mining Specialist
Judy Wohner - Assistant State Mining Specialist
Tony L. Sample - Assistant State Mining Specialist
James K. Leums. P.E_ - State Dam Safety Engineer
lack H_ Palmer, E-LT_ -Assist. State Dam Safety
Eng.
William (Toby) Vinson - Sediment Education
Specialist
Vacant - Lead Secretary
Stephanie Lase - Sediment dt Dams
Susan Edwards - Mining
LAND QUALITY SECTION REGIONAL OFFICES
Courier - 52-01-OD
(919) 7334574
FAX p [phone]
ASHEVILLE
MOORFSVIY.0
WINSTON-SALEM
RAUIGH
RICHARD PHILLIPS, P.E.
VACANT
DOUG MILLER, P.E.
JOHN HOLLEY, P.E.
Interrhange H1dg.
919 North Main Sn=t
585 Waughtown Strut
3800 Barrett Drive
59 Woodren Place
Mooresville, NC 28115
Winston-Salem, NC 27107
P. O. Box 27687
Asheville, NC 28801
Raleigh, NC 27611
COURIER - 09-55-01
COURIER - 06-78-16
COURIER - 13-21-08
(910) 7714600
INTEROFFICE
[phone] - (52)
[phone] - (54)
FAX [phone]
[phone] - (55)
1,AX 0 [phone]
FAX # [phone]
FAX q [phone]
Alumnee Alleghany Ashe
Avery Buncombe Rurke
Alexander Lincoln
Caswell Davidson Davit
Chatham Durham
Edgccambe
Caldwell Cherokee Clay
Cabarrus Mecklenburg
Forsyth Guilford Rockingham
Franklin Granville
Hali#ax
Graham Haywood Henderson
Catawba Rowan
Randolph Stakes Su try
Johnston Lu
Nash
Jackson Macon Madison
Clcvclaad Startly
Watauga Wilkes Yadkin
Nordtampton Orange
Pusan
McDowell Mitchell Palk
Gaston Union
Vance Wake
Rutherford Swain Transylvania
Iredell
Warren Wilson
Yancey
FAYE MVILI,E
WILMINGTC)N
WASHINGTON
!OE GLASS, P.E-
OAN SAMS, P.E.
FL.OYD W1LiiAMS. F.G.
Wachovia Bldg.
127 Cardinal Drive, Ext,
1424 Carolina Avenue
Suite 714
Wdmingwn, NC 2M05.3845
WashuVmn. NC 27889
Eayeamilt, NC 28301
COURIER - 16--04-01
COURIER - 14-56-25
COURIER - 04-16-33
[phone] (56)
(910) 4WI541 (53)
[phone] (57)
FAX # [phone]
FAX # [phone]C7
FAX # [phone]D4
Reaufort Eertie Camden
Chowan
Anson Montgomery Scotland
Srut!_twick New Hanover
Craven Currituck Dare
Gates
Bladen Moore
Carteret onslow
Grwne Hertford Hyde
]ones
Curnberland Richmond
Columbus Pender
Lenoir May6a Pamlico
liamett Robeson
Duplin
Pasquorartlt Perquimans Pin
T'yrtell
kiokc Sampson
Washington Wayne
REVISED 306

A �_" D -;: � ..' '13 0 0 J-1- j 0
APPLXGATION FOR A MINING PERMIT '
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives
the right of entry and travel upon our lands or operation during regular
business hours for the purpose of making necessary field inspections or
investigations as may be reasonably required in the administration of
this Act.
We further grant to the Department or its appointed representatives
the right to make whatever entries • on the land d5 mdy be rea: uODaDIy
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 band forfeiture is ordered pursuant to G.S. 74-59.
Luck Stone Corporation -
Mine Name: Burlington Plant County: _Alamance County
Land QwnerlLessaxl Mine operator
Signature: Signature: Q. aiA�_
_U V
Print Name: jC4'rl �)14K)Ig24 Print Name: J. Andrews Jr.
Signature:
Print Name:
AwP cant, only:
Title: Vice President -Corporate Development
Company: Luck St ne Corporation
**Two 2. cUies of the completed application, two (2) copies of all maps,
and the a9_p_raprlate Aro_cessiafee (see next page for fee schedule) in
the form of a check or money order payable to the North „Carolina
Department of Environment, Health and Natural Resources must be sent to
the Land Quality Section Central Office at the address listed on the
front page of this application form.
18

0 . 0
APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives
the right of entry and travel upon our lands or operation during regular
business. hours for the purpose of making necessary field inspections or
investigations as may be reasonably required in the administration of
this Act.
We further grant to the Department or its appointed representatives
the right to maxe whatever entries on the land �as muy be redsonably
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.
Luck Stone Corporation -
mine Name; Burlington Plant County; Alamance Count
Land Owne LessoMine Operator:
signature: signature:
V V
Print Name: Y! • 4Yjfe4 fir'_. Print Name: J. Andrews Jr.
r
Signature; _Q�o-Title: Vice President -Corporate Development
Print Name: AIJN a. 11:vrw + s
Applicant only:
company: LUck Stone Corporation _
**Two R conies of the completed application, two u conies of all maps,
and the apRKopriate processlog fee (see next page for fee schedule) in
the form of a check or money order payable to the North Carolina
Department of Environment, Health and Natural Resources must be sent to
the Land Quality Section Central office at the address listed on the
front page of this application form.
18

.ti
LUCK STONE CORPORATION
P.O. BOX 29682
RICHMOND, VA 23242-0682
804-784-6300
TERRY C. JARRELLS
P. 0. BOX 99
HAW RIVER, NC 27258
910-578-5420
Stone quarry and crushed stone processing plant with large loaders, trucks and
crushing equipment requiring diesel, gas, oil, and grease for operations. Usage
of all fuels and lubricants is approximately 115,000 gallons per year.
_1�4 •:�
Tank ID
Volume Gal.
ASTIUST
Containment
Product
001
15,000
UST
STIP
Diesel
002
1,000
UST
STIP
Gasoline
003
550
UST
STIP
Gasoline
004
500
AST
Mason
Hydraulic
005
500
AST
Masonry
Trans C-10
006
500
AST
Masonry
Trans C-30
007
500
AST
Masonry
Waste Oil
008
275
AST
Steel Dike
Kerosene
009
500
AST
Masonry
Diesel 15W-40
010
500
AST
Masonry
Trans C-50
011
275
AST
Masonry
Antifreeze
Total Volume of AST Stora e: 3,550 Gallons

w
Policy Name: STANDARD BLASTING POLICY
Submitted by: J. D. ins Department: Su Services
Date Issued: March 10 Date Supersedes:My 1995
Policy Number: 200-101 Page: 1 of 4
Approved by:
POLICY STATEMENT
It is the policy of our company to plan for the use of, transport, handle, and use
explosives in a safe and efficient manner consistent with all applicable laws and
regulations. Measures to prevent the severe and adverse consequences of fly
rock will be given first consideration in the planning and loading of all shots.
GENERAL
The following rules regarding blasting procedures will be observed by all
quarries.
In instances where these rules conflict with or overlap with those of local, state,
or federal regulations, the blasting practice will be to abide by the more stringent
regulation.
DEFINITIONS
Shots will be laid out by the plant manager or a designated representative
approved by the plant manager.
2. Face height will be established by using an instrument. Then the depth of
the holes are to be drilled accordingly..
3. No shot within the top twenty (20) feet of the rock formation will be drilled
facing an adjoining property, line which is less than seven hundred fifty
(750) feet from the blast site.
4. All drill holes will be adequately protected after being drilled, including the
covering of each hole the same day as it is drilled.
5. All drill holes will be drilled at the proper angle. The driller shall check the
mast of the drill with a level or inclinometer. This will assure the
blaster in charge that all holes are drilled according as planned.
6. In drill areas where voids. cavities or weak zones are suspected in the
rock formation, the driller must inform the plant manager or his designated
representative if such conditions are encountered when drilling.
7. All holes will be dewatered, if possible.
LUCK STONE CORPORATION POLICY

Policy Name: STANDARD BLASTING POLICY
Submitted by: J. D. V
ns Department: Su Services
Date Issued: March Date Supersedes: Wy 1995
Policy Number: 200-101 Page: 2 of 4
All holes must be checked for depth, water, and obstructions before
loading commences.
2. It will be the responsibility of the blaster in charge to consult with and
receive permission from the plant manager or his designated
representative prior to loading a shot. Together they will inspect
thoroughly the area to be blasted before the final loading plan is
approved.
3. Maximum pounds per shot will be 40,000 lbs. unless governed by local
laws of the county. Appropriate seismic levels must be maintained on
each blast.
4. Maximum pounds per delay: 850
5. Shot delay sequence must be done by a certified blaster and approved by
the plant manager or his designated representative prior to loading.
6. If electric caps are being used, each series must be tested before shot is
fired.
7. Two (2) caps or one (1) cap and a p6macord must be used in all holes.
8. All electric blasting caps must be tested before holes are filled with
stemming.
9. No drill cuttings, dust,.or material larger than passing a W sieve will be
used as stemming material.
10. Holes must have sufficient stemming to control fly rock.
11. In holes where a deck is to be used, the following table will be the
MINIMUM amount of stemming used in each deck for these diameter
holes:
3'h
inches
- 3 feet
5
inches
- 4 feet
6Y2
inches
- 5 feet
7$/a
inches
- 6 feet
12. Amount of explosives used in each hole will be logged.
13. After each stick of powder is placed in a wet hole, a depth measurement
will be taken to insure continuity of detonation.
LUCK STONE CORPORATION POLICY

Policy Name: STANDARD BLASTING POLICY
r Submitted by: J. D. ns Department: Suq& Services
Date Issued: March t Date Supersedes 1995
Policy Number: 200-101 Page: 3 of 4
14. All blasts should be shot between 9:30 a.m. and 11:45 a.m.; if for any
reason loading is delayed, blasting between 1:15 p.m. and 4:30 p.m. is
acceptable. (Anytime after should be approved by Division Vice
President or the Operations Coordinator.)
15. A seismograph must be used on every blast. Part VI item 6.1 of the
Virginia State Regulations read: "A record of each blast shall be kept. All
records including seismograph reports shall be retained at least three (3)
years and shall be available for inspection by the Dimision of Mines....".
16. The plant manager or his designated representative must see that all men
and equipment are at a safe distance from the blast area.
17. All in -plant avenues of approach to the blasting area, and all necessary
public highways will be blocked and guarded during the blast.
18. Shot firer must have a L& io in order that he can be reached by anyone
guarding the blast area in the event that the blast 0]u§jb,q„ghortgd.
19. Sound a warning alarm and call neighbors as necessary prior to blast.
One prolonged blast of siren for 60 seconds.
Wait for 30 seconds.
One prolonged blast of siren for 60 seconds.
Shot is fired 30 seconds after last blast of siren.
Person in charge checks blast.
One prolonged blast for 30 seconds to signal "all clear".
20. At no time will the trunk line be connected to the initiating device until
after the pre -blast warning cycle is complete.
21. When shooting non -electric shots, two (2) electric caps of the same delay
shall be used to set off the blast, or an approved detonation device
supplied by the non -electric cap manufacturer.
22. Large boulders will be drilled and shot only if loader cannot move them to
the drop ball area - care should be taken to load boulders with a light
charge of powder to minimize air blast or flyrock.
LUCK STONE CORPORATION POLICY

Policy Name: STANDARD BLASTING POLICY
" Submitted by: J. D. Wns. Department: Su Services
Date Issued: March Date Supersedes:W 1995
Policy Number: 200-101 Page: 4 of 4
The plant manager or his designated representative must check the blast
area, after all dust and smoke is clear of shot, to see that all holes have
fired before the men return to the work area.
2. The plant manager must respond promptly to any calls of complaint about
the blast.
3. Sound an "all clear" siren after the shot has fired.
4. A blast and seismograph report shall be filled out the same day of the
shot.
5. Show diagram of shot and delay sequence used on the log sheet to be
kept on file at the quarry.
6. Complaints must be kept on- file at each plant.
ACTION
All persons associated with the transportation, planning and using of explosives
on Luck Stone property shall comply with this policy. It is the responsibility of
each Plant Manager to assure that this policy is enforced at his plant.
NQte: Any deviation from the above policy, must be approved by the Division
Vice President or the Operations Coordinator and communicated to the
Senior Blasting Technician, Technical Services Manager, or the Vice
President of Support Services.
LUCK STONE CORPORATION POLICY

DESIGN CALCULATIONS
FOR
MINE PERMIT RENEWAL & MODIFICATION
BURLINGTON PLANT
LUCK STONE CORPORATION
BURLINGTON, NORTH CAROLINA
PROJECT NO. 96207
JANUARY 7, 1998
E CE-8 ly1 f
BAN 12 1998
alley, williams, carmen, & king, inc.
CONSULTING ENGINEERS
207 SOUTH MAIN STREET P. O. SOX 1248
KANNAPOLIS, NC 28082 704/938-1515
11 CAAJO(*-•,
SEAI
16883

Project: Luc-c STaFae - tQ9vr j,,W No: 2o 7 alley, williams. Carmen, & king
Subject: 002'01,) C2#J7 eu r-A%.t-U%AT-tLwJS consulting engineers
207 south main street p. o. box 124a
Date: !j Rep. 'r5K kannapolla. north serolina 28t182 (7041 938-1513 l
WE ra w czP, o F �r

H (ft)
.Am T_I... 1-%
SeOV-911 SAaYd un Z
Dote,
Use nomograph Tc for natural basins with well-defined channels, for overland
o P7 .x 19�rr flow on bars earth, and for mowed -grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphafl surfaces, multiply Tc by CIA
For concrete channels, multiply Tc by 0,2.
rlaure 0.03a Time of ooncentratian of small drainage basins.
8.03A

Project: Luck „5-Yog - �UP-L'LjaGM _ No: 96Zo.77 alley, Williams, carmen. & king
r C041,(U �a�cUt-hj ,,,5 consulting engineers
5ubjeCt; 4Qagzow� .
207 south main street p. o. hex 1 24H
Date: + kennapoiie, north caroiina 2&Oa2 (704) 038-18IS
wr
-GAAIV �-Ofi ; Pity
L. i Ijr
�..
NAN
C'r% bt
Q �b. - ,o j,i� ... i " .-�7•_4 i �iuC L2SYs S�r�R► �_' ,.,.m� �� 1
• - - .r_ �.�... ...ram_ — i _.�"_. �.� �
Ck
41.5E\I.s'iR t.tnit,'rY� of '� •� .•w.
' ' i

H (tt)
5eox,..,�ryY,ti hto 3, Note:
_ Use nomograph Tc for nalural basins with well-defined channels, for overland
C. rr flow on bare earth, and for mowed -grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
A -7.o
For overland flow, concrete or asphalt surfaces, multiplyTc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure B.02a rime of concentration of small drainage basins.
8.03.4

Project: L)L.x b'mµC - RJR wlej No: 9(v o`I alley, illfilliOmS► carmen, & king
SuhlecC 5-gg.5 -,A Cow -row- C M.L4%A- -IJS consulting engineers
Dale; I�l i ir}7 - Rep. `TSM, ila207 south main street p. a bax 124E Eli
kannapa6 north carviina ZBQBZ (70i) 938.13i'�
4
PPWWAce¢ AO\ - _ UC)ti3-.7g _ _ 0h_IC MAD_ 104 —PLwr G+MIa7T401�""J,
AR'CAs 75Z4 F73
r
ir77r
U
1 I

H (ft)
rnn r_r�., ..►
1.6
�"521- 'J'►' ✓s5�� I�. [Vote:
5o Fr Use nomograph To for natural basins with well-defined channels, for overland
L = s cio v, flow on bare earth, and for mowed -grass roadside channels.
For overland now. grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8,43a Ti me of concentra�*n of small drainaga basins.
8.03.4

Project: (,JL1, • SnAJE &9%,M41M No; 9 L 7-21 alley, williams, carmen, & king
Subject: eeo4Za^J - Cr4.JTA171._ GA+_C,+JLh'*�au !& - consulting engineers
207 south main street p. o. box 1248
10ale: � `� Rep, 'MSkannapolls, north sarallna 28082 (704)038-f 814 t
... .. (Sim 4_#0.
Eq
_.4..
1
1
yt �-
i
i
LO
i35 r' �y E:A aF �� Fr

19 0
H (ft)
r nn T_I
A
Note,
K = S7 crt Use nomograph Tc for natural basins with well leflned channels, for overland
L = SeZ97 flow on bare earth, and for mowed -grass roadside channels,
TL, J . qua !;—,;)
s Ta 1wI"Q For overland flow, grassed surfaces, multiply TC by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8,43a Time of Concentration of small dra^ags basins.
9.43.4

Project: Lug K =-e F �- Na: 9 (-zo-7 alley, wilfiams■ carmen, & king
Consulting engineers
Subject: � xoI/ �u A o,J
Date-. +o Rep, 207 south main street p. o, box 1248
kannapolis, north carollno 28082 i704j 038-1513

H (ft)
Inn T_I...f..l
Note:
1A s 4f. O-T Use nomograph Tc for natural basins wlih well-defined channels, for overland
L _ (1105 P? flow on bare earth, and for mowed -grass roadside channels.
3 iO3t yeµ �� For overland now. grassed surfaces, multiply Tc by 2.
-7 -Z4,{e
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For cancrele channels, multiply Tc by 0.2_
Figure 8.03a Time of concentration cl small drainage basins.
8.03.4

PfOJeCt: -SMON BIJ WJ No- 2G ?-o-7 alley, wllliam3, carmen. & ring
SUbj19Cl:
C_Au_Ou _A Yo•a consulting engineers
s2. lzl9 T'S K 207 south ruin @treat p. o. box 1248
. Qam. _2- P•
As kunnepolia, north cerollnm 29082 [phone] `
�... .N.a►SI1�t� SX.te
00
s �
;
TT
—I
s — —
I
rt
i

Project: Lu, K _ TONC No: 1-7-0alley. Williams, carmen, & king
Subject: ERQ-'ITa CW419o� C-Lt1SLA consulting engineers
4 r 207 south main street P. o. ball 1 24B
[)ate: ��! �+ �°l� ROP, "1$ Y. kennspolis, narth carotins 280e2 [phone] ,
�_.��� _'.'..� _!.-_�T � ,;.. ._.'. 1►�Ax,_` D�SYU_+eA�� •_.►A,tt�1 '- ��Sgc..Rc��' ..� _ �,.__
�Ra,�N�.� A,Rt;r�. - '137�a13�, �i__.F''T' _._ 4F j ..'.-_� �.. •_.1._..•c `. '_ ..1.._ ..._i.,-.j-�.-__.
� 31 �S•�: AtC. g , 3t � AG
2
,c .. �s►� �; ..�` �� �q ,
�
I
�I wiry s r
L two i i
JL
C7s ` 74, 5&p C, p L = Q
NYIC'2.r4 t1 LI r-i l C.,L•.
L- 3'-).76c-, , yor--r
V zT L- �fU��

a
H (ft)
rMn T_Or_. _%
Note:
S+:Oz?,%EwT �� Use nomograph Tc for natural basins with wall -defined channels, for overland
flow on bare earth, and for mowed -grass roadside channels.
- r-Z P"r
L= 2000 CY For overland flow, grassed surfaces, multiply Tc by 2.
YC_ -- IQ,S
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrale channels, multiply Tc by 0.2.
Figure 8.03a Time of Concentration of small drainage basirss.
8.03.4

P roiect:
' 5ubjscl' ERoszo,js
Dale; 1 � r 1.3� Rep. 'TS
alley, williams. carmen. &icing
consulting engineers
207 south main street p. o. box 1246
kennapolls, north carol!np 28082 (704) 938-191 S
_i�itA'La4y�.e `_�RER=...�IO�i G3Z, L"I_ �7Z _��` �A� ?. -_cu . PeE-_C.�w;7�euc.�s�r j � ,4G�ea.++?.._(:fwwrtr��i=san►
1 ; ! j {
hy�J
SZ
u bir cmA or r 7 F7
,

H (n)
r INA T--
S eca—wit E6&w Va. S
H 4 g 7- " Note:
Use nomograph To for natural basins with we"offned channels, for overland
L ' �� �� flow on bare earth, and for rnowed-grass roadside channels.
x % 7.0 -1-44,t For over flow, grassed surfaces. multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply To by 0.4.
For concrete channels, multiply Tc by 0.2.
Flgure 8.03s Time of roncentra�on of small drainage basins.
8.03.4

Project:
Subject: RT-fp P CHAmIti-a tr-&A'TXon1
Bate: _�?f �1`n pop. -r51C
alley, williams. carmen. & king
Consulting engineers
207 south main street p• o, box 12413
kannepalls, north carotina 28002 (704) 938.151 5
Rka C-HbtANell
.
j
1
,Li!+J aFTJI►Ie;t.�._32'_ _ i._ _
...-.____.._ _......�....-•w----w--�,�---. � - - --_ Imo.--._ �-� _-..} - '--__—__.. ..... ...
.. _ . •.�._ _ .-� Tom___ _�._ � • � _! _ T_ �._ __.` �4..•.-{ __ .._ i _ _ _ �.
t

project: Lut� •mg ?a 0 Q6,124 t.) NO: rOza-7 alley, williams, carmen, & Ding
consulting engineers
Subiistl: RxPR1�P /1 �rF1 AAi4��_ Cwt.c.JI.J1YTur/ i
207 south rnatn streal a. a. hoe 1248
Dale; ��f g1��r asp- 7s kannapolkh north carollns 28082 (704) 030.11518
IF Iffi
�•.
FT.w.�,. '.�_....�._...a� ......�. ...._._�_.. •...,....._.;�..M. Y�_ ..,._......_ _ V _ _. .• ( ..
1 w5t.>zpe= i Alp
�1L�i�J►1� ►.w 1-tf'a45hlt�. - �_ � $ T��- - ----;----�--- •---T' ^"- r,-.:-.••-.-_ram.. .r _.. _-�..__ _..�.�.. �..
-7.=0.. =410
,. � � t0.5�fi-7.a�[3,49�. _.. A. t !_3:.�� AL. _ . •.. _. � ._,..,.._., .---- � •� ._..,_.,., .
;mzz =�_-F
�• �_ ..L ' _ ! �-1•�— Fes- ;f �^. ' ----'}-' - -- `-__:- 111`
l.ec.,.s-r.4t�va z f-

LUCK STONE CORPORATION BURLINGTON PLANT
CHANNEL TYPE:
RIPRAP TRAPEZODIAL CHANNEL #98-1
SUMMARY OF DATA
N(Manning's Roughness Coef_)
= 0.03500
Z(Avg. Side Slope, as Z:1).
2.0:1
W(Bottom Width). .
. = 2.00
ft.
S(Channel Slope) .
. _ 7.32
%
D(Normal Depth)
= 0.65
ft.
WP(Wetted Perimeter).
- 4.92
ft,
A(Crossectional Area)
- 2.16
sf.
R(Hydraulic Radius)
= 0.44
ft.
Q(Design Flow)
= 15.09
cfs.
V(Avg. Velocity) .
. = 6.98
fps.
T(Shear Stress)
. = 2.98
lbs/ft2
VR(V x R) <grass only> .
. = 3.07
ft2/sec
CHANNEL, TYPE:
RIPRAP TRAPEZODIAL CHANNEL #98-2
SUMMARY OF DATA
N(Manning's Roughness Coef.)
= 0.03500
Z(Avg. Side Slope, as Z:1).
= 2.0:1
W(gottom Width) .
- 2.00
ft.
S(Channel Slope)
= 6.06
9,
D(Normal Depth)
= 0.62
ft.
WP(Wetted Perimeter).
= 4.76
ft.
A(Crossectional Area)
- 1.99
sf.
R(Hydraulic Radius)
= 0.42
ft.
Q(Design Flow) .
= 12.22
cfs.
V(Avg. Velocity) . .
= 6.13
fps.
T(Shear Stress) .
= 2.33
lbs/ft2
VR(V x R) <grass only> . .
= 2.57
ft2/sec
CHANNEL TYPE:
RIPRAP TRAPEZODIAL CHANNEL #98-3
SUMMARY OF DATA
N(Manning's Roughness Coef.) .
, = 0.03500
Z(Avg. Side Slope, as Z:1).
. = 2.0:1
W(Sottom Width)
. = 3.00
ft.
S(Channel Slope) .
. = 8.10
v
D(Normal Depth)
. = 0.63
ft,
WP(Wetted Perimeter).
a 5.81
ft.
A(Crossectional Area)
= 2.68
sf.
R(Hydraulic Radius)
= 0.46
ft.
Q(Design Flow)
= 19.67
cfs.
V(Avg. Velocity) .
. = 7.35
fps.
T(Shear Stress)
. = 3.18
lbe/ft2
VR(V x R) <grass only> .
. _ 3.38
ft2/sec

Pro}eet: t40; ❑7 millet, Williams, carmen. & king
consulting engineers
Subject: oRlaP C.}iA+J�[t DRt+ un „�NL�7s
207 south main atrs*t P. a box 1240
Date: MIU191 Rep• kannapalla, north carallne 20002 [phone]
• --+_� SS�A��l1►i,£�. �R�A=.�.....���!i� :?iD_.. _ �,.�VQ,,7T. i GfiS� ._ --__ Yc _.:- ..
� � f
I r
w.__ _. __...- w_�-..y�..... ���_ -- �- ��W �._.- _ • _4----

LUCK STONE CORPORATION BURLINGTON PLANT
RIPRAP TRAPEZODIAL DRAINAGE INLET
SUMMARY OF DATA
N(Manning's Roughness Coef.)
0.03500
Z(Avg. Side Slope, as Z:1).
2.0:1
W(Hottom width)
. - 3.00
ft.
S(Channel Slope) .
. = 50.00
t
D(Normal Depth)
= 0.15
ft.
WP(Wetted Perimeter).
= 3.67
ft.
A(Crossectional Areal
= 0.50
oaf.
R(Hydraulic Radius)
_ 0.14
ft.
Q(Design Flow)
3.96
cfs.
V(Avg. Velocity) .
. _ 7.95
fps.
T(Shear Stress)
4.71
lbs/ft2
VR(V x R) <grass only
1.08
ft2/sec

Project:
No: Cr'f ? _T?
Subject:
Date: S' Rep. _( LtJLJ -
alley, williams. carmen. & king
consulting engineers
207 mouth main street p_ o. box 1248
kennapalis, north Carolina 7.8082 [phone]
Y� �..��� a� _T� �/ � 3 ��� :fit - � •
^ _._ T ...�. _t �1 �'��---�ue�• .rfv.�� r __��r�r, �.-r_ woo��..� �_l/_kJ._� ��_- ;.. �.
...w... ... .... j.... ' .. ....[
-71v _ Al
61
T .}_....�.._-� a._ :_--�___--.- -�- -- � / •---�--- - -r--- ice- - -�- - ----- -�-�- �-= - ! _ ��:_ . --- -
i.SI_�Q-.
t _ _
=>� 0. 99-
! T QjpU at .... `r.! T�...J►r_.CS __ �'.'!.►7.; T-5 _.� 1 -r- -- - - -
-
i
�Q a .S• 'r`� _ X. I� �r $ $ . = 1. �l �i � ? C_/5 -
-r

'ProJect. e Na: 96 alley, williams, carmen, At king
consulting engineers
Subject:
Rep
207 south mein Wool p. o. box 1248
kannapolls, north osroline U082 [phone]
t-/ _/� 33
BY, r_ -� tea__ rrrsr�►d{ _._ i_! - . - -�5�8 !
- —#�- r-
' ..,. ..�...,..:..��.., ��k� �J�_. 75._� �±s�'►1 ,...` ~ ,. w�.r._,! [J ...1�!i G.K,3 ._D�•._..1;1+.1!L>R F' j�..... ,.w .._.,.._- _-.._,..�.� � , _ .

Project: IL�k W No: = alley, williams. carmen, & king
consulting engineers
Subject: /
hats; Rep. _Ly �'� _ „ "7 south main street p. o. box 1240
kannap9IIm4 north caroiine 28062 (704) 930.1 31 a
V

FIGURE 3: Headwater Depth fWConcrete Sox Culverts With inlet Control
12
11
60o
(1)
(2)
(3)
50t1
g
9
t0
10
400
7
7
8
6
300
6
S
6
+S
-
g
200
4
4
5
4
7
Z./
3
3
0
1n0 I
3
2
8o
2
L
0 x
2
F-
5
So
LU
40
1.5
u-
4
30 ED
1
°
D
If
o
20
1,0
1.0
1.0
0
3 o
z
i
LU
10 z
.8
g
ul
8 w
_
a
7
.8
8
6 Cr
Lid
na Q
.7
.7
O
4
6
2 0
4
3
.fi
.6
cr
.5
2
EXAMPLE
.5
.5
G' x 3'Box Q m 225 cfs
Angle of
Ql5parl 37,5 cfslft
wing wall
4
HW HW
1 flare {�
Inlet Rise Feet
g f
,4
.4
(1) 2.6 7,8
.B
1
.5
.35
.35
.35
HVV
To use scale
WING WALL
121 or
13} project
SCALE
horizontally
to scale
(11, then
Rise
FLARE use straight
inclined
line through
rise and
Q scares,
or reverse
as
i11
300 to 7513 illustrated.
BUn EAU OF PUBLIC ROADS.JAN 1963
(21 901 and Ibl
(3) 0° (extensions
of sides)

•
LUCK STONE CORPORATION 96207
1998 MINE PERMIT RENEWAL & MODIFICATION 116198
DIVERSION CHANNEL CALCULATIONS GWVV
113
Bottom
Width
ft
Z-Left
(H:V)
Z-Right
(H:V)
Mannings
in.
Channel
Slope
fvft
Channel
Depth
ft
Channel
Discharge
cfs
Velocity
fps
SHEAR
Sta 0+00 to 1+00. grass lined -100 YR
10
2
2
0.02
0.005
3.22
466.4
6.0
1.00
10
2
2
0.025
0.005
3.51
465A
7.49
1.13
10
2
2
0.03
0.005
3.96
465.4
6.56
1.24
�;4:28;:_
5.$6`'• •
' 1. -
10
2
2
0.04
0.005
4.57
465.4
5.31
1.43
10
2
2
0.045
0.005
4.85
465.4
4.87
1.51
10
2
2
0.05
0.OQ5
6.11
465A
4.51
1.59
10
2
2
0.055
0.005
5.35
1 465.4
1 4.2
1.67
Sta 0+00 to 1+00, grass lined - 2 YR
10
2
2
O.D2
-0.0D5
1.70
141.6
6.23
0.53
10
2
2
0,025
0.005
1.92
141.6
5.33
0.60
10
2
2
0.03
0.005
2.12
141.6
4.69
0.66
;" 1Qj
2
2U""
'•MQ35
0:Q05
2:30 F`"A
..'� '1K41`S
421V
Q72 '
10
2
2
0.442
0.005
2.48
1 1411.6
3.82
0.77
10
2
2
0.045
0.005
2.64
141.6
3.52
0.82
10
2
2
0.05
0.005
2.79
141.6
3.26
0.87
10
2
2
0.055
0.005
2.93
141.6
3.05
0.91
Sta 1+00 to 12+62, rock channel - 100 YR
10
1
1
0.02
0.005
3.60
465.4
9.49
1. 2
10
1
1
0.025
0.005
4.09
465.4
6.09
1.26
10
1
1
0.035
0.005
4.92
465.4
6.34
1.54
10
1
1
0.04
0.005
1 5.29
465.4
5.75
1.65
10
1
1
0.045
0.005
5.64
465.4
5.28
1.76
10
1
1
0.05
0.005
5.97
465.4
4.89
1.86
10
1
1
0.055
0.006
6.26
465.4 1
4.65
1.96
Sta 12+62 to 13+50, rock channel -100 YR
10
1
1
0.02
0.095
1.53
465
26.32
9.07
10
1
1
0.025
0.095
1.75
465
22.64
1 D.37
'
r'`•4
.. =a inn
..;.' Xs'Ykyv•.
sr;,' �.. .L'�.a��A
J�..E,,:' �:�:
!
S1.'`:.
� []
i:4`; ;1y:.7 �.F,�I
■g
s:'�ss '4V.5.$:eti_:
�i'';f.'Z
.r Qj':%.4s?11:��!-!?pia..
10
1
1
0.035
0.096
2.13
465
17.99
12.63
10
1
1
0.04
0.095
2.30
465
16.41
13,63
10
1
1
0.045
0,095
2.47
465
15.12
14.64
iQ
1
1
0.05
0.095
2.62
465
14.05
15.53
10
1
1
0.055
0.095
2.77
465
13.15
16.42

•
L_J
LUCK STONE CORPORATION 96207
1998 MINE PERMIT RENEWAL & MODIFICATION 116198
DIVERSION CHANNEL CALCULATIONS GWW
213
Bottom
Width
ft
Z-Left
(H:V)
Z-Right
(H:V)
Mannings
'n'
Channel
Slope
ftlR
Channel
Depth
ft
Channel
[discharge
cfs
Velocity
fps
SHEAR
Sta 13+50 to 16+00, rock channel - 100 YR
10
1
1
0.02
0,028
2.20
465
i 7.37
3.84
10
1
1
0,025
0.028
2.50
465
14.88
4.37
.'.Y,:':•iI ..:�:• �
y I
� Y'i4'-Mi.
j
� �i.'h .N :.;R
�i ..
.ry�.Y.. LffY
.:1 } •F
r_.ti'�. _ .•.P
�.1.L3
k..
10
1
1
0.035
0.028
3.03
465
11.76
5.29
10
1
1
0.04
0,028
3.27
465
10.7
5.71
10
1
1
0,045
0,028
3.50
465
9.84
6.12
10
1
1
0.D5
0.028
3,72
465
9.12
6.50
10
1
1
0.056
0,028
3.92
465
8.52
6.85
Sta 16+00 to 16+75, rack channel - 100 YR
10
1
1
0,02
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1.76
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22.41
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2.45
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1526
9.02
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2.64
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13.91
9.72
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2.83
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12.8
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3.01
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11.89
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10
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2.81
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12.94
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7.9
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4.44
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4.70
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2,55
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12,05
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2.87
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10.27
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3.16
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6.21
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•
LUCK STONE CORPORATION 96207
1998 MINE PERMIT RENEWAL & MODIFICATION 116198
DIVERSION CHANNEL CALCULATIONS GWW
313
NOTES:
1. THE SHADED ROW IS THE CONDITION USED FOR DESIGN. THE OTHER ROWS ARE
PROVIDED FOR COMPARISON OF N VALUES AND SHEAR.
2. THE ROCK CHANNEL IS A CHANNEL SECTION EXCAVATED IN ROCK.
3. SEETHE RUNOFF CALCULATIONS FOR THE 100YR, 25 YR, AND 2 YR STORM FLOWS

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIV1sION OF LAND RESOURCES
January 30, 1998
Mr. Forrest E. Wiseman
Luck Stone Corporation
P.O. Box 29682
Richmond, Virginia 23229
RE: Permit No. 01-08
'Burlington Quarry
Alamance County
Cape Fear River Basin
Dear Mr. Wiseman:
Your recent request to have the above referenced
mining permit modified has been approved. The
modification is to increase the affected area by 15.3
acres of overburden removal area and associated erasion
-and sedimentation control measures, as indicated on the
mine map last revised September 2, 1997. A copy of the
modified permit is enclosed.
The conditions in the modified permit were based-•-
primari.ly 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. f would like to draw your particular
attention to Operating Conditions Nos.3 and 4 .
The issuance of a mining -permit and/oar any
modification to it does not supersede local zoning
regulations.- The responsibility of compliance with any
applicable zoning regulations lies with you.
As a reminder, your permitted acreage
--is. 300 acres and the amount of land you are
disturb is 90.8 acres.
at this site
approved to
LAND QuAuTT BHCTtoN ('319) 733-4574 FAX [phone]
G KOLOaleAL SLRVEY SKCTION (9f 0) 7332423 PAX i9195733•G90O
P.O. BOX 27087, RALEIGH, NORTH CARgLINA27811.7887 TRLISFHONE (519)739.3Aa3 FAX [phone]-A80i
AN 9QVAL OPPORTUNITYI AFF1R►RATIVE ACTTCN EMPLOYER - SOX RECYCLEW10% ro ST-CONSUMER PAPKR

Mr. Wiseman
January 30, 1998
Page 2
Please review the modified permit and advise this office at
[phone] should you have any questions concerning this
matter.
Sincerely,
Or
Tracy E. Davis, P-E.
State Mining Specialist
Land Qualt-Section
TED/tls .
Enclosures
Cc: Mr. Matthew E-. Gantt, P.E.
Ms. Barbara Rate-WRC, w/enclosures
Mr. Bradley Bennett-DW4, w/enclosures

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E 'R'M I T
for the operation of a mining activity
In accordance with the provisioris'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:
Luck Stone Corporation
Burlington Quarry...
Alamance County - Permit No. 01-08
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.
MIMING- _PER_M_I_T _EXPI-RAZION DAJE: March 4.. 1998

Page 2 of 12
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.
um- .W
,gugust 8. 1988: This permit has been modified to include the,...
construction of access/haul roads to the monitoring wells and the
"Magazine," and the construction of Berm "B" as indicated on Sheets 1
& 3 dated June 30, 1988 and Sheets 2 & 4 dated July 29, 1988 of the
revised map.
September 30, 1988: This permit has been modified to include the
construction of a second entrance to Highway 49 and a new berm
(Berm "F") as indicated on the revised Erosion Control Plan dated
September 12, 1988.

Page 3 of 12
This permit has been
development of the Related Use Area,
the southern property line, and the
immediately west of the quarry area
request and revised Erosion Control
15, 1990, respectively.
modified to include the
the extension of Berm "D" along
designation of the new haul road
denoted in the modification
Plan dated January 24 and January
June,-1,_19_91: This permit has been modified to include site grading
and erosion control measures relating to the Berm "F" extension and
the Stripping Extension 1991 as specified by the revised Erosion
Control Plan dated April 16, 1991.
NoygMber 25, 1992_: This permit has been modified to allow the
installation of an additional creek crossing near the existing quarry
area and the associated sediment and erosion control measures as
indicated on the Erosion Control Plan dated September 30, 1992.,.,the
Storm Drainage Improvements Plan dated June 4, 1992, and the Erosion
Control Details Sheet dated June 4, 1992.
April 13, 1993 : This permit 'has been modified -to' allow the
substitution of three 96" aluminized steel.-type--2•-pipes in lieu of the
previously approved two 120" concrete lined corrugated metal pipes in
Boyd's Creek as indicated on the "Alternate Design" plan revised
February 12, 1993.
November 22. 1996: This permit has been modified to allow the
expansion of "Berm F" and associated sedimentation and erosion control
measures as indicated on the Mane Map dated July 27,.•.1996.
Janugry 27, 1998: This permit has been modified to increase the
affected area by 15.3- acres of overburden removal area and associated
erosion and sedimentation control measures, as indicated on the mine
map last revised September 2, 1997.
Expi.rat ign Date
This permit shall be effective from the date of its issuance until
March 4, 1998.
Conditions
This Permit shall be subject to the provisions -of the Mina.ng Act,
N.C:G'."S. 74-46, et. seq., and to,the following conditions and
limitations:
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.

Page 4 of 12
2.
3.
4.
B. Any stormwater 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 Water Quality
Section, Division of Water Quality, to secure any necessary
stormwater permits or other approval documents.
AIr—ouality and Diist Con 1
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.
B. The permanent access.'.(plant entrance) road shall be paved
from its junction with Sandy Cross Road (SR 1752) to Station
4 + 00 shown on Sheet No. 7 of 8 of the Site Plan dated
October 1, 1987. During quarry operation, water trucks or
other means that may be necessary shall be utilized to
prevent dust from leaving the permitted area.
Buffer ne
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 to prevent sedimentation of
that waterway from erosion of the affected land and to
preserve the integrity of the natural watercourse. In
particular, a 50 foot wide undisturbed buffer zone shall be
maintained between Boyd's Creek and any land disturbing
activity.
C. The buffer zones shown on the Erosion Control Plans dated.
October 1, 1987 and last revised September 30, 1992 and July
27, 1996 shall be -.maintained to prevent caving ofany
adjoining property. These buffer zones, with the exception
of the installation of required sediment control measures
and earthen berms, shall remain undisturbed.
EXosion_ &nd___SedimQpt_ Control
A. Adequate mechanical barriers including, but not limited to
diversions, earthen dikes, silt check dams, silt 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.

Page 5 of 12
B. The Erosion Control Plan dated October 1, 1987 and last
revised September 30, 1992 shall be followed.
C. Energy dissipators shall be provided at all pipe outlets and
shall be constructed, at a minimum, of Class B stone at a 22
inch thickness, 12 feet long, and as per the Rip -Rap Apron
Detail on Sheet 3 of 3 of the revised Erosion Control Plan
dated April 16, 1991.
D. The installation of the creek crossing near the existing
quarry area shall be constructed as indicated on the
"Alternate" Storm Drainage Improvements Sheet dated June 4,
1992 and revised February 12, 1993 and as per the Erosion
Control Details dated June 4,' 1992 and revised February 12,
1993.
E., The expansion of "Berm F" and the installation and
maintenance of the associated sedimentation and erosion
control measures shall be conducted as indicated on the Mine
Map dated July 27, 1996 to prevent off -site sedimentation.
F. The erosion and sedimentation control measures, as indicated
_........ on the mine map -last revised September 2, 1997 shall be
installed and maintained to prevent off -site sedimentation.-
G. No equipment shall be allowed to ford the unnamed -tributary
to Boyd's Creek southwest of,the-overburden.removal area/pit
expansion indicated on the mine map last revised September
2, 1997. Crossing of this waterway shall be limited to the
area associated with'the berm expansion. _..
H. 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
initial pit area, additional -creek crossings, or expansion
of overburden disposal areas.
5. Groundwater Pgotectiorl
A. The five observation wells denoted as B-1, B-SA, B-SC and B-
9 on the mine inap dated October 1, 1987 and revised January
25, 1988 shall -be monitored at least 30 days prior to
initiating any excavations of consolidated material (rock)
in the initial pit ar&a to allow for the determination of
pre-existing (static) groundwater levels.

Page 6 of 12
6.
B. The observation wells shall be drilled wells cased into
consolidated rock and grouted to the surface. The wells
(boreholes) shall be extended to the first water bearing
zone in the consolidated rock. The wells shall be secured
against unauthorized entry with a lockable cap. The
necessary permits to construct these wells shall be obtained
from the N.C. Division of Water Quality, Groundwater
Section.
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 month. Static
water level monitoring frequency may be increased or
decreased following the initial twelve (12) month period as
deemed appropriate by the Department.
Graded Slopes and Fills
A. The angle for graded slopes and fills shall be no greater
B.
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.
overburden cut slopes along the'perimeter of the pit opening
shall be graded to a minimum 2 horizontal to 1-vertical or
flatter and shall be stabilized within 60 days of
completion. Furthermore, a minimum ten (10) foot wide
horizontal safety bench shall be provided at the top of the'
rock and at the toe -of the overburden slope:
7. Surface Drainage
The affected land shall be graded so as to prevent collection of
pools of water that are, or likely to become, noxious or foul.
Necessary structures such as drainage ditches or conduits shall
be constructed or installed when required to prevent such
conditions.
8. Blasting
The operator shall provide to the Department
findings of any seismic studies conducted at
operator shall make every reasonable effort
studies, recommendations into the production
a copy of the
this facility. The
to incorporate the
blasting program.

Page 7 of 12
The following blasting conditions shall be observed by the
operator to prevent hazard to persons and adjacent property from
thrown rock or vibrations:
A. In all blasting operations, except as hereinafter otherwise
provided, the maximum peak particle velocity of any
component of ground motion shall not exceed 1 inch per
second at the immediate location of any building outside of
the permitted area regularly occupied by human beings such
as dwelling house, church, school, public building, or -
commercial or institutional building outside of the
permitted area. The operator shall monitor each blast with
a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear
(DBL) as measured at the immediate location of any regularly
occupied building outside of the permitted area such as any
dwelling house, church, school, public building, or
commercial or institutional'building. If vibration/airblast
limits are exceeded, the operator shall -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 have been 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 airblast reading if the circumstances justify
verbal approval. Failure to report will constitute „a permit
......violation.
C. The operator shall take all reasonable precautions to insure
that flyrock'is not thrown beyond areas where the access is
temporarily or permanently guarded by the operator. Should
flyrock occur beyond the permitted and-guarded'area, or the
level in Item A. above is exceeded;" the operator shall
report the incident to the Department immediately and
further use of explosive at the site shall be immediately
suspended until the following actions have been taken:
1. A thorough investigation.as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation shall
be provided to the Department within 10 days of the
incident. said 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 site. Failure to -take
corrective measures to prevent flyrock and repeated
instances of flyrock shall be considered a violation of this
permit.

Page 8 of 12
D. 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; and blast
location. Records shall be maintained at the permittee's
mine office and copies shall be provided to the Department
upon request.
E. The operator shall, when requested by the Department, give
24 hour advance notice to the Land Quality Section prior to
any blast during a period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of a 48 inch American wire
--fence with 2 strands of barbed wire (total 60 inches overall
height) shall be maintained around the perimeter of'any
highwall to prevent inadvertent public access. in addition,
a minimum 10 foot wide horizontal safety bench shall be
provided at the junction between the top of rock and the toe
of the overburden cut slope.
10. Visual Scr-eening
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. Berms shall be located and constructed as shown on the
Erosion Control Plan dated October 1987 and last, revised
September 30, 1992. In addition to grasses, the berms shall
be planted with mixed evergreen seedlings on a minimum 6x6
foot staggered spacing.
C. Berm "F" shall be constructed and stabilized as indicated by
the Mine Map dated July 27, 1996.
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 9 of 12
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 uness
authorization to conduct said disposal has first been
obtained from both the Division of Waste Management and the
Land Quality Section, Department of Environment and Natural
Resources. The method of disposal shall be consistent with
the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining
Act of 1971 generated on -site and directly associated with
the mining activity may be disposed of in a designated
refuse area. All other waste products must be disposed -of
in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their
storage containers or any other material that may be
considered hazardous shall be disposed of within the
permitted area.
C. For the purposes of this permit, the Division of Land
Resources considers the following materials to be "mining
refuse" (in addition to those specifically listed under G.S.
74-49 (14) of the N.C. Mining Act of 1971):
1) on -site generated land clearing debris
2) conveyor belts
3) wire cables
4) v-belts
5) steel reinforced air hoses
6) drill steel
- D. - if mining refuse is to be permanently disposed within the
mining permit boundary, the following information must be
provided to and approved by the Division of Land Resources
prior to commencement of such disposal;
1. the approximate boundaries and size of the refuse
disposal area;
2. a list of refuse items to be disposed;
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
S. verification that a permanent vegetative.'groundcover
will be established.

Page 10 of 12
13. Anaual 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 $392,600.00 surety 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. Archa-eglogica,l Resources
Authorized representatives of theDivisionof Archives and
History shall be granted access to the site to determine the
presence of significant archaeological resources.

Page 11 of 12
The Mining Permit incorporates this Reclamation Plan, the performance
of which is a condition on the continuing validity of that Mining
Permit. Additionally, the Reclamation Plan is a separable obligation
of the permittee, which continues beyond the terms of the Mining
Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1. The final slopes in all excavations in soil, sand, gravel and
other unconsolidated materials shall be at such an angle as to
minimize the possibility of slides and be consistent with the
future use of the land.
2. Provisions for -•safety to persons and to adjoining property must
be provided in all excavations in rock.
3. All overburden and spoil shall be left in a configuration which
is in accordance with accepted conservation practices and which
is suitable for the proposed subsequent use of the land.
4. No small pools of water -shall be allowed to collect. or ,remain on
the mined area that are; likely"to become noxious, odious or
foul.
5. The revegetation plan shall conform to accepted and recommended
agronomic and•reforestation practices as established by the North
Carolina Agricultural Experiment Station and the North Carolina
Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the
Reclamation Plan herein incorporated. These activities shall be
conducted according to the time schedule included in the plan,
which shall to the extent feasible provide reclamation
simultaneous with mining operations and in any event, provide
reclamation at the earliest practicable time after completion or
termination of mining on any segment of the permit area and shall
be completed within two years after completion or termination of
mining.
RECLAMATION CONDITIONS:
•1. Provided further, and .subject to the Reclamation Schedule, the
planned reclamation shall be to allow the quarry excavation to
fill with water, provide a permanent barricade (fence) along the
top of any highwall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface
suitable for the planned future use are as follows:

Page 12 of 12
A. All.areas of unconsolidated material such as overburden or
waste piles shall be graded to a 2.horizontal to 1 vertical
or flatter,slope and terraced as necessary to insure slope
stability.
B. Any settling ponds and.sediment control basins shall be
backf'illed, 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. and B.
F. The affected land shall be graded to prevent the collection
of noxious or foul water.
3. Revegetationlan:
Disturbed areas shall be permanently revegetated according to the
seedbed preparation and seeding schedule provided on Drawing 8 of
8 of the Site Plan and -Grading Plan dated October 1, 1987 and
revised January 25, 1988.
4. Reclamation Pla
Reclamation shall be condudt_dd" imulEaneously with mining to the
extent feasible. In any event, reclamation shall he 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 March 4, 1988, modified August .,8_,. 1988,
September 30, 1988, March 6, 1990, June.21, 1991, November 25,
1992, April 13, 1993 and November 22, 1996, is hereby modified
this 27th day of January, 1998 pursuant to G.S. 74-52.
By r
Charles H. Gardner, Director,
.Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

i" I� NIAIY tl>�
se
s � \
J J. HO L .F
/o
MINE L EGEND
PROPERTY LINE/ PERMIT LIMIT
25' BUFFER
PIT LIMBS
O✓EBURDEN EXCA✓ATIOIN
— — — — 50' STREAM BUFFER
LEGEND
FENCE LINE
x
—
WATER COURSE
TREE LINE
Q p
SINGLE TREES
PAVED ROAD W/CURB
PAVED ROAD W/O CURB
UNPAVED ROAD
WALL
GUARD RAIL
RAILROAD
O
BUILDING
�(
HEADWALL/CULVERT
CATCH BASIN
M
DROP INLET
0
MANHOLE
P
POWER POLE
+
LIGHT POLE
P+
STREET LAMP
C
GUY WIRE
M
TRANSFORMER
— —
SIGNS I & 2 POST
ES
HYDRANT
❑ 0
UNKNOWN OBJECTS
—530—
INDEX CONTOUR
INTERMEDIATE CONTOUR
*wsl9
SPOT ELEVATION
O
G.P.S. SURVEY MONUMENT
4
WETLANDS
❑a'
MONT,WELLS
CONTROL POINTS
NOTES, U Accuracy Specifications
a Contous - Ninety <") percent airline elevations determined From the sotto
6R contours of this tpppyah4c mapRs accuracy with respect to
trw elrvatmn of orw-half (1/2) contNMerr better and the remaining tm
(10) percent of such rlevatlons are MI error by more than owe contour
Ntervol. In densely wooded areas
wh A vy brush or tree cover Fully obscures
the ground and the contours o shown captured Ines, they havebeenplotted as
accurately as possible from thesterroscophc model, while making ful use of
spot elevations obtained during prouabntrol surveys and oil seat elevations
measured pMrotogr°mwtrk°Ily In places where the ground is visible.
2) This map was consists by Blue RedDe ErgNeerYg, Inc, usMp pbotopranrctrk metryods.
Contours portrayed as dosMd or brokWss represent areas or d nswegetatbn
and should be considered approeMte. This nap has not been field veri ed.
Prior to use as a basis far deSlyiaMtsh uct inn, It sihoWtl be fedverlfied.
3) Buildings are shown rao;(" only.
A
BLUE RIDGE ENGINEERINC,INC.
One Dunwoody Pork, Suite 200, Atlanta, Georglo 30338
[phone] FA%R770)395-7788 OKI 258-0992
SHIPMAN
NOTE
SEE LANS DATED 71271196 AND 41161,91
FOR
HE CONSTRUCTION
AILS AND THE
NE ASS CON D WITH
THE MINE
MEASURES
ASSOCIATED WITH THE M/NE OPERATION AND
BERM CONSTRUCTION.
�'lA�11
OCT 24 1997
alley, williams, carmen, & king, inc.
CONSULTING ENGINEERS
207 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515
BURLINGTON PLANT
LUCK STONE CORPORATION
ALAMANCE COUNTY, NORTH CAROLINA
ADDED OVERBURDEN AREA 9-2-97
INIU4L
GWW
GW
SCALE
9-2-97
— —
DB>w^r �`" i -k
„tee, =-
Jett
MINE
MAP
96207
"' 1
f�
pw
1 � = ZOO
_
PPOFILE
owl
pl. --
Bw6"° q�,�7_1
- -
- ---

i tM1AT:N-FINE
JAFE5 J.
MINE
LEGEND
LEGEND
PROPERTY LINE/ PERMIT LIMIT
FENCE LINE
x
25'
BUFFER
WATER COURSE
PIT
LIMITS
TREE LINE
OFEBUROEN IXOA✓ATIOIN
O 0
SINGLE TREES
---- 50'
STREAM BUFFER
PAVED ROAD W/CURB
PAVED ROAD W/O CURB
UNPAVED ROAD
WALL
GUARD RAIL
�T
RAILROAD
C�
BUILDING
�(
HEADWALL/CULVERT
CATCH BASIN
®
DROP INLET
o
MANHOLE
O
POWER POLE
+
LIGHT POLE
b.
STREET LAMP
GUY WIRE
TRANSFORMER
— —
SIGNS 1 d 2 POST
Q
HYDRANT
❑ O
UNKNOWN OBJECTS
—530—
INDEX CONTOUR
INTERMEDIATE CONTOUR
x 901
SPOT ELEVATION
O
G.P.S. SURVEY MONUMENT
WETLANDS
Q
MONT.WELLS
CONTROL POINTS
NOTES, 1) Accuracy Specifications
a ietcontours of thl; ewograW,icRmoOeoc°an onechap win respect to
true elevation of one-half <li2) contoulnservol or battle and the r mMing ten
(10) percent of such elevations are nM error by n oe than on contour
Interval. In densely wooded a whenve,y brush or tree cover
r fully obscures
the ground and the contours one shown slashed Imes, they Have been plotted as
a4rately, as possible from thestereoscpplc nodal, white making full a of
spot elevotons Wtalned during orourdtei surveys and ell spat elevatlons
neosured photogrammetrically in places where the ground Is essor.
2) This mop was compiled by Blue Ridge Engineering, Inc. using photo0rammetric methods.
Contours portrayed as Earned or brokY 5 represent arras of denedegetatlon
and sYquld be considered apieroxlnate.TFls map has not been fbld venfled
Prior to use as a basis for design ctnstructlon. It should be fleldverlfled,
3) Buldings are shown rooftM only.
BLUE RIDGE ENGINEERING,INC.
One Dunwoody Park, Suite 200, Atlanto, Georgia 30338
070)396-6999 FA%.O70)5954988 <800) 258-0992
NOTE:
REFER TO PLANS DATED
7127196 AND 4116191 FOR
EADDITIONAL RECLAMATION NOTES
FILLER
\RD D. S FVAN
HIII
4Y
OCT 28
alley, williams, carmen, & king, Inc. BURLINGTON PLANT E - UAlt 9-2-97 9szo�
I CONSULTING ENGINEERS MAW BY ��CLAMATIO `
LUCK STONE CORPORATION TSK 2
207 SOUTH MAIN STREET P.O. BOX 1 248 PROFILE CHECKED sy.
KANNAPOLIS, NC 28082 704/938-1515 ALAMANCE COUNTY, NORTH CAROLINA — - - h��.. Eme "aQP,0,J, A� I.

CONSTRUCTION SEQUENCE
1, BEGIN CLEARING THE AREA ON THE SOUTH SIDE OF THE
PIT TO INSTALL DIVERSION DITCHES AND ROCK DAMS 97-1 &
97-2. CONSTRUCT ANY DIVERSION DITCHES NECESSARY TO
DIVERT SEDIMENT INTO THE BASIN AND COMPLETE THE TREE
REMOVAL AND STUMPING OPERATIONS.
2. BEGIN CLEARING THE OVERBURDEN REMOVAL AREA. CLEAR
THE PROPOSED DISTURBED AREAS AND REMOVE THE OVERBURDEN
AS NEEDED. REGRADE DIVERSION DITCHES AS THE CHANNELS
ARE DAMAGED DURING THE GRADING OPERATIONS.
3 ONCE THE NEEDED MATERIAL HAS BEEN REMOVED FROM THE
OVERBURDEN REMOVAL AREA, PROVIDE A TEMPORARY GROUND
COVER ON THE DISTURBED AREAS TO REDUCE THE SEDIMENT
LOAD ENTERING THE EROSION CONTROL MEASURES,
4. FINE GRADE THE SITE TO PREVENT PONDING OF WATER AND
PROVIDE A PERMANENT GROUND COVER ON THE DISTURBED
AREAS.
REVEGETATION PLAN
SPRING -FALL -WINTER SEED MIXES
SPRING RATE MARCH - JUNE
RYE GRAIN
15-20
LBS.
PER
ACRE
TALL FESCUE
40-80
LBS.
PER
ACRE
SERICEA LESPEDEZA
15-20
LBS.
PER
ACRE
OR RED CLOVER
8-14
LBS,
PER
ACRE
HULLED COMMON BERMUDA GRASS
4
LBS.
PER
ACRE
OR WEEPING LOVE GRASS
2- 4
LBS.
PER
ACRE
FALL RATE (MID) AUGUST - OCTOBER
RYE GRAIN
40
LBS,
PER
ACRE
TALL FESCUE
80
LBS.
PER
ACRE
SERICEA LESPEDEZA (UNSCARIFIED)
40
LBS.
PER
ACRE
WINTER RATE NOVEMBER - FEBRUARY
RYE GRAIN
40
LBS.
PER
ACRE
UNSCARIFIED BERMUDA GRASS
10
LBS,
PER
ACRE
UNSCARIFIED SERICEA LESPEDEZA
30
LBS.
PER
ACRE
TALL FESCUE
80
LBS.
PER
ACRE
FERTILIZER ALL SEASONS
10-20-30
600
LBS.
PER
ACRE
LIME
4000
LBS.
PER
ACRE
MULCH
70
BALES
PER
ACRE
MULCH
TO BE ANCHORED BY
ONE OF THE
FOLLOWING METHODS
1.
CRIMPING WITH MULCH ANCHORING
TOOL) OR
2.
TACK WITH ASPHALT
EMULSION -
400 GAL, PER ACRE
PROPOSED GRA,,.
TEXISTING GROUND
OVERBURDEN EXACAVATION
TYPICAL SECTION
2'
TEMPORARY DIVERSION DITCH & BERM
NTS
MAX. LEXEL OF
SEDIMENT
COLLECTED - CLEAN
BASIN WHEN THIS
LEVEL IS REACHED #57 WASHED STONE
I' THICK
TOP OF BERM
SPILLWAY 1
2' MAX
11111=IIII�°"�"T�
=1111 11111=IIIII=11111
MINIMUM SURFACE AREA
AS REQUIRED ON PLAN
OR NOTED BELOW
Is, MI NI MUM
KEY IN BOTTOM LAYER
OF RIPRAP
CLASS I RIPRAP 1' THICK
�1 B
H
i H'
iD
�IIII =�III�
CLASS II RIPRAP
FILTER FABRIC
ROCK ABUTMENTS SHALL EXTEND TO AN ELEVATION AT LEAST 2 FT ABOVE THE SPILLWAY.
ABUTMENTS SHALL BE 2 FT THICK WITH D 1 SIDE SLOPES, THE ROCK ABUTMENTS SHALL EXTEND
DOWN THE DOWNSTREAM FACE OF THE DAM TO THE TUE, AT LEAST 1 FT HIGHER THAN THE REST OF
THE DAM TO PROTECT THE EARTH ABUTMENTS FROM SCOUR.
OUTLET PROTECTION - A ROCK APRON AT LEAST 1.5 FT THICK SHALL EXTEND DOWNSTREAM FROM THE
TOE OF THE DAM, ON ZERO GRADE, A SUFFICIENT DISTANCE TO PREVENT CHANNEL EROSION, OR A
DISTANCE EQUAL TO THE HEIGHT OF THE DAM WHICHEVER IS GREATER.
ROCK FILL - ROCK SHALL BE WELL GRADED, HARD, EROSION RESISTANT STONE WITH A MINIMUM D50
SIZE OF 9 INCHES.
PROTECTION FROM 'PIPING' - A KEYWAY LINED WITH GEOTEXTILE FILTER FABRIC SHALL BE ON THE
SOIL FOUNDATION UNDER THE ROCK FILL. TO PREVENT SOIL MOVEMENT AND PIPING UNDER THE DAM,
THE FILTER FABRIC MUST EXTEND FROM THE KEYWAY TO THE DOWNSTREAM EDGE OF THE APRON AND
MUST RUN UNDER THE DAM'S ABUTMENTS.
BASIN DEVATERING - THE ENTIRE UPSTREAM FACE OF THE ROCK STRUCTURE SHALL BE COVERED WITH
FINE GRAVEL (NCDOT 057 WASHED STONE OR EQUIVALENT) A MINIMUM OF 1 FT THICK TO REDUCE THE
DRAINAGE RATE.
CONSTRUCTION SPECIFICATIONS
L CLEAR THE AREAS UNDER THE EMBANKMENT AND STRIP IT OF ROOTS AND OTHER
OBJECTIONABLE MATERIAL. CLEAR THE RESERVOIR AREA TO FACILITATE SEDIMENT
REMOVAL.
2. EXCAVATE A CUTOFF TRENCH A MINIMUM [IF 2 FT DEEP AND 2 FT WIDE WITH 1,1 SIDE
SLOPES UNDER THE TOTAL LENGTH OF THE DAM AT ITS CENTERLINE. LINE THE TRENCH
WITH EXTRA -STRENGTH FILTER FABRIC BEFORE BACKFILLING WITH ROCK. APPLY FILTER
FABRIC UNDER THE ROCKFILL EMBANKMENT, FROM THE UPSTREAM EDGE OF THE KEYWAY TO THE
DOWNSTREAM EDGE OF THE APRON. OVERLAP FILTER MATERIAL A MINIMUM OF I FT AT ALL
JOINTS, WITH THE UPSTREAM STRIP LAID OVER THE DOWNSTREAM STRIP.
3, CONSTRUCT THE EMBANKMENT WITH WELL -GRADED ROCK AND GRAVEL TO THE SIZE AND
DIMENSIONS SHOWN ON THE DRAWINGS. IT IS IMPORTANT THAT ROCK ABUTMENTS BE AT LEAST
2 FT HIGHER THAN THE SPILLWAY CREST AND AT LEAST 1 FT HIGHER THAN THE DOWNSTREAM
FACE OF THE DAM, ALL THE WAY TO PREVENT SCOUR AND EROSION AT THE ABUTMENTS,
4. SEDIMENT -LADEN WATER FROM THE CONSTRUCTION SITE SHOULD BE DIVERTED INTO THE BASIN
RESERVOIR AT THE FURTHEST AREA FROM THE DAM.
5. CONSTRUCT THE ROCK DAM BEFORE THE BASIN AREA IS CLEARED TO MINIMIZE SEDIMENT YIELD
FROM CONSTRUCTION OF THE BASIN. STABILIZE IMMEDIATELY ALL AREAS DISTURBED DURING
THE CONSTRUCTION OF THE DAM EXCEPT THE SEDIMENT POOL.
MAINTENANCE
CHECK SEDIMENT BASINS AFTER EACH RAINFALL, REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME
WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME.
CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT AFTER EACH SIGNIFICANT
RAINSTORM AND REPAIR IMMEDIATELY.
REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE
HAS BEEN PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH THE SURROUNDING
AREA AND STABILIZE. ALL WATER AND SEDIMENT SHALL AND SEDIMENT SHALL BE REMOVED FROM THE
BASIN PRIOR TO DAM REMOVAL. SEDIMENT SHALL BE PLACED IN DESIGNATED DISPOSAL AREAS AND
NOT ALLOWED TO ROW INTO STREAMS OR DRAINAGEVAYS DURING STRUCTURE REMOVAL,
ROCK DAM
STORAGE AREA
STORAGE
SPILLWAY
H
97-1
4' X 45' X 80'
14, 400 CUBIC FT,
1 5'
6'
97-2
4' X 46' X 76'
13, 984 CUBIC FT.
1 5'
6'
OCT 281997 %
SEAL
16883
V
opts, L E Y%W %,.`
alley, williams, Carmen, & king. inc.
CONSULTING ENGINEERS
107 SOUTH MAIN STREET P.O. BOX 1248
aANNAPOLIS, NC 28082 704/938-1515
BURLINGTON PLANT
LUCK STONE CORPORATION
ALAMANCE COUNTY, NORTH CAROLINA
RENSX)N No,
DESCRIPTION
DATE
INITIAL
SALE
art 9/23/97
EROSION CONTROL
DETAILS
�" 96207
�«0 3
s 3
PROFILE
aEam �.
JDP1
a Iz
MERT
96201OFT

DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P.O. Box 27687
RALEIGH, NORTH CAROLINA 27611
TELEPHONE • [phone]
FAX. [phone]
FACSIMILE MESSAGE
TO: r lj Z)#-'J
COMPANYIDEPARTMENT _eg-,k 5/ar7�
PHONE NO.:
FAX NO.: aq - ,p# —4 5�1'6
NCDENR
N frrm C.v+ouru On-Ammajrr ar,
TNVIFq NMEmr r 0 NA1rtwi RESOuAcCS
FROM: T I o �, Si - -
DATE. 14? -/G f 7 TIME. 9--Zr--
comments:
You should be receiving -3 pages ilnauding cover sheet). if you d4
not receive all pages, please contact sender @ 9191733-4574.

ROUTING SLIP
I TONY S:
TRACY D:
MELL N:
CHARLLS G:
1 '
�_IS
COMMENTS
I r C rb�
rnoklA arm
IAl I �.� ��,h4 uJ p�� r.n�� �k��►r
•
C]

(based upon 10-year mine/affected area plan)
Permit No. D%�e'97
Permittee/Applicant: , s
Mine Name:
AFFECTID] RECLAMATION RECLAMATION
CATEGORY ACREAGE COST/ACRE COST
Tailings/
Sediment Ponds
Stockpiles
Wastepiles
'T Ac. 'x
Ac. X.
Ac. X
Processing Area/
Haul Roads
has•
AC • X
Mine Excavation
AL!;
Ac.; X
w
Other
31
Ac. X
TOTAL AFFECTED AC.:
3
Ac.f
$ Jr0
AC. -
$ 0
$
AC, _
$ --
$
Ac. _
$ ' C�
$ ZOO*
/
Ac.
$ 5�20
!
Ac.
Ac . , _
$
ra
60 &1 5
Temnoxaxv & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTET3 AC. above into the following two
categories: a) affected acres, that drain into proposed/existing
-excavation and/or b) 'affected acres that will be graded for
positive drainage, measures will be needed to prevent offsite
sediment
a) Internal Drainage _ _96 • Ac.
1 � b) Positive Drainage 90-_3 Ac. X $ 1500 / Ac. $ IZo, q,�-d
SUBTOTAL COST:
0.02 X SUBTOTAL COST: $ 6TV X
INFLATION COST:
TOTAL COST = SUBTOTAL COST t INFLATION COST
permit life; /0
(I to 10 years)
$
$ 3,cf ZkVO
TOTAL RECLAMATION BOND COST: $ 312,4 600
(round down to the nearest $100)
j r�, clog

-2-- 1o/16/5e
Bond Based Upon: Annual Reclamation Report'Form Acreage
Approved 10-Year Mine/Reclamation Plan
Remarks:
Bond Calculated By:
Date of Bond Calculation:
* PLEASE REMIT THE REQUIRED BOND, ON ONE OF THE BOND FORMS APPROVED
BY THE DEPARTMENT, AS SOON AS POSSIBLE TO OBTAIN, YOUR NEW MINING
PERMIT OR TO ENSURE THAT YOUR EXISTING MINING PERMIT REMAINS VALID.
IF YOU SHOULD HAVE ANY QUESTIONS ON THE ABOVE, PLEASE CONTACT THE
INDIVIDUAL WHO CALCULATED YOUR BOND AT [phone].

Author: "Gantt; Matthew" [nlig402Owsro.ehnr.state.nc.us> at Internet
Date: 11/13/97 2:44 PM
Priority: Normal
Receipt Requested
TO; Tony Sample at NROLROI P
Subject: Luck Stone -Burlington, 01--08
___..__________________ __ ..--__-- Message Contents ---------____--__-_-___-------------
Tony,
I have the following comments on the proposed modification:
lj It appears that roch dam 97-2 will be constructed on the top of a
hill. This trap needs to be relocated to a defined drainageway. vim- .+�`�-�►4
2) Rock dam 97-1 (dimensions 80'x45'x4') may not be able to fit in
the proposed drainageway, ' Pr'�`""'1 ;'' a"-P"+I"".•►
3) If this overburden material is used to construct berm "F", �raj►r
proposed contours should be shown.
4) I would ask for a path of travel for equipment to ensure that
large trucks do not cross the stream south of rock dams 97-1 and
97--2 .
DWQ's comments are in the courier mail to you. Any questions, please
call.
Thanks.
Matt
4.P +• rh1
V6

DATE TO ASSISTANTi
iE
^'
DATE T USAN =f'7
LOGGED IN
Company_ ZwLiicxl� Project Name u3 �10---
Permit Nv. �'�� County _� -ram• e.�-- Date Received , 10~;� -
Reviewer
Please make codes of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal DeeModification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
Fee Received: Amount )
Please route to:
Field Office
ET —Wildlife Resources Commission
* ❑ Archives and History
RECEIVED
N.C. Dept. Of I=:I- NR
NOV 5 1997
A nston ..S+'i.'fry
� i a
Date Routed
Date Routed //
Date Routed
Other: f .�. Date Routed
suspense Date for Comments:, fl — Z,#'rf (Date received +50 days,
not on weekend)
❑ Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow And Pink Copies to File Goldenrod Copy to Susan

" } ithVEEFORM
Project: Jcountyz
Due; - _.f, _ __ ,. =•..
Issues:
0 A T F
Water oual_it�r
1-. Watershed/ Stream Name and classification:
�IiS Grp .r •_�,.�.�
2. Permits: YES NO
NPDES Permit.Required
NPDES Permit Existing
Nondischarge Permit Required
Nondischarge Permit Existing'
NOV Issued
Civil Penalty Assessed/Injunction f
Requested lJ
3. Wetjands :_
Wetlands Disturbed
401 Certification Required
Air r it Required
Air P it .Existing
NOV ss d
Ci 1 Penalty Assessed/injunction
ectuested
Groundwater Issues:
Well Permit Required
Well. Permit Existing
Groundwater Contamination Problem
NOV Issued
Civil Penalty Assessed/Injunction
Requested
Comments:
/ J 9_9
Signed Date

F .
fo
State of North Carotin
Department of Environment
and Natural Resources
winsthn-Salem Regional office
James R. Hunt, Jr., Governor
Wayne McDevitt, Secretary
To:
From:
Subject
NCDENR
fiViRpNMeHY Nlo Nan -*;AL RMSOLFices
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
13 November 1997
Matt Gantt, Land Quality Section Supervisor, Winston-Salem Regional Office
-Don Geddes, Groundwater Section Hydrogeologist, Winston-Salem Regional Office
Mining Permit Modification
Luck Stone Corporation
Burlington Plant
Alamance County
Mine Permit No. 01-08
fs
ce
I have reviewed the permit modification request for reining operations at the subject site.
Based on the information submitted, it appears unlikely that groundwater quantity or duality will
be adversely affected by this modification, Therefore the Groundwater Section offers no objection
to the proposed plan at this time, but recommends that any groundwater monitoring requirements
contained in the existing permit are retained in the modified permit.
Thank you for the opportunity to comment on this application.
585 Waughtawn Street, Winston-Salem, North Carolina 27107 Telephone [phone] FAX [phone]
An EquAI opportunity Afrirmati►+e Action Employer 50% recyeled110% post -consumer paper

® North Carolina Wildlife Resources Commission
312 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
M EMDRANDUM
T0:
FROM:
DATE:
SUBJECT:
Susan B. Edwards, Mining Program Secretary
Land Quality Section
Douglas A. Besler, Assistant Fisheries Biologi -a
Division of Inland Fisheries
17 November 1997
By
Mining Permit Modification Request for Luck Stone Corporation
Burlington Plant - Permit No, 01-48, Alamance County
0 YE
NOV 19,1997
Biologists w'sth the North Carolina Wildlife Resources Commission (NCWRC) have
reviewed the subject permit modification. Our comments are provided in accordance with the
provisions of the Mining Act of 1971 (as amended, 1982)(G,S. 74-76 15 NCAC 5).
Luck Stone Corporation plans to add approximately 15.3 acres of disturbance at its
Burlington plant. The purpose of the expansion is to remove the existing groundcover and
overburden prior to granite gneiss reining,
Fisheries and wildlife concerns in this permit modification center on protecting the habitat
in and around Boyd's Creek. Because this stream is norof fishery significance, erosion control is
the primary concern. Loss of habitat, through erosion and sedimentation, is one of the greatest
problems facing wildlife. Sediment from this permit expansion is to be controlled by two rock
darns with diversion ditches.
We have no objection to this permit modification in its present form. Thank you for the
opportunity to review and comment on this permit modification. 1 can be reached at (910) 226-
3863 if you need any additional information.
cc: Owen Anderson, Habitat Conservation Program
Phil Davidson, Luck Stone Corporation

State of North Caro
Department of Enviro nt
and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Charles H. Gardner, P.G., P.E.
Director and State Geologist November 3, 1997
MEMORANDUM
To: Mr. Owen Anderson
Habitat Conservation Program Coordinator
Wildlife Resources Commission
From: Susan B. Edwards
,#—
Mining Program Secretary
Land Quality Section
OAT4
•�
r..►r�►�
NCDENR
NORTH CAROUNA OePARTMMNT OF
EWRONmewr Amo NRURAL RE9ouRCEs
Re: Mining Permit Modification Request for Luck Stone Corporation
Burlington. Plant - Permit No. 01-08
Alamance County
Please find attached for your review a copy of the mining permit modification application 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 November 2S. 1997 so that we
may complete our review of this request within our statutory time Iimits.
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 in the review of these type requests is greatly appreciated. Please contact
Mr. Tony Sample at [phone] if you have any questions.
SBE
Attachments
cc: Mr. Matthew Gantt
Geological Survey Section Land Quality Section
[phone] (9I9) 733-4574
FAX: [phone] FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post-Cons=er Paper

DATE TO ASSISTANT I DATE SUSAN
LOGGED IN
t
MINING CHECKLIST FOR ROUTING
Company Zut Project Name d
Permit No. D County 4 / ,aw,c_ Date Received / w
Reviewer
Please make coies of check to include with Central
Field -Office files and log in checks.
-.a * ❑ New ❑ Renewal Modification ❑ Transfer
❑ Additional Information ❑ Fee Needed
EFee Received: Amount sO
Please route to:
17r - *�L' Field Office
EjWildlife Resources Commission
* ❑ Archives and History
Office and
❑ Release
Date Routed
Date Routed I/" Y-- 27'
Date Routed
Other: bA812_, :at LA► r1I/J
OC
Date Routed
Suspense Date for Comments: -a— 29-17- (Date received +3o days,
not on weekend)
0 Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Fink Copies to File Goldenrod Copy to Susan

� 1
alley, wil lams, carmen
eURl-INGTON OFFICE KANNAPOLIS OFFICE
I
ENGINEERS A ARCHITECTS CONSULTING ENGINEERS
p.a- box 1179 1 740 chapel hill road
burlington, north Carolina 27216
telephone [phone]
fax [phone]
October 22, 1997
96207
p,o. box 1248 1 207 soulh main street
Kannapolis, north caro[ina 28082
telephone [phone]
fax [phone]
Mr, Tony Sample, Assistant Mining Specialist
Land Quality Section,
NC DEHNR
512 North Salisbury Street
Raleigh, North Carolina 27611-7687
?king, inc,
GREENSBORO OFFICE
ENGINEERS & ARCHITECTS
300 east wendover avenue, Suite 403
greensboro, north Carolina 27401
telephone [phone]
fax [phone]
PLEASE REPLY TO:
Kannapolis
Re; Luck Stony~ Corporation - Burlington Plant
Permit Modification- - - .. _ } ,
Site Clearing and Overburden Excavation
Alamance County I
I�Dear Mr. Sample; 1
Please find enclosed two copies -of -the -Mine Map, the Reclamation. Map, a detail sheet and the
erosion control calculation's for the project listed above.
The plans show adding approximately_15_3 acres of disturbance for the purpose of removing
the existing groundeover:and overburden_ Twolrock dams with diversion ditches are located
at the lower edge of the disturbed area to catch any sedirrt � t from the project. An acreage
chart has been added to reflect the Ichange in the; land use.
1. The existing erosion control measures are dark magenta with dark green text
2. The pit is outlined in red
3. The permit limits are outlined in blue
4. The 25' buffer area is outlined in a dashed light blue
5. The overburden removal area is outlined in a solid light blue tine,
6. The proposed erosion control measures for the overburden removal area are shown with
magenta symbols and text.
Also attached is a review fee and the documentation for the permit modification.
L.AURENCE A. ALLEY. P-E.
DARRELL L. RUSSELL P.E.
FRANZ K. HOLT. RE,
HERBERT A. CAR MEM. AIA
MARK a. REICH. P.E.
JEFFERY D. MOODY, P.E.
KFNNETH D. STA.FFORD, AIA
G. WESLEY WC68. P.E-
JAMES C0ViN0TON, P.E.
DEMETREOSN, CAL. LINICOS. AtA• R1BA
WAYNE B. PERRY, R.L-S.
ROBERT J- GRILL, ASLA
CHAR LES E. THEISEN, NCARB. AIA
KIM R. LILLY, R.L.S.

Mr. Tony Sample
October 22, 1997
Page Two
Please call me at [phone] if you have any questions or need any additional information.
Sincerely,
ALLEY, WILLIAMS, CARMEN &, KING, INC
Wesley I b, P.E.
alley, williams, carmen & king, inc.
i1 �11
ARK

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine BURLINGTON PLANT County Alamance
2. Name of Applicant* LUCK STONE CORPORATION
3. Permanent address for receipt of official mail** ATTN: PHIL DAVIDSON
P.O. BOX 29682 R.ICHMOND._ VA 23242-0682
Telephone [phone]
4. Mine Office Address 1666 NC HWY 49, BURLINGTON, NC 27217-_PO BOX 99 HAW RIVER 27258
Telephone [phone]
5. Mine Manager Bobby Bolling
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 IRY7
Print Name William A. Thomas
Title. VicePmsident
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (securiw 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.

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APPLICATION FOR A MINING PERMIT
■ 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). 300
Of this acreage, how much is owned and how much is leased? Acres owned: 150 Acres
leased: 150 Property owner if leased: The Horner CompaW
b. If this is an application for RENE) YAL 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):
c. 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.: 1-08 Total permitted acreage: 300
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): 15.3
Does the modification involve acreage outsidr, the previously approved permitted boundary?
Yes No X . If yes, indicate the additional acreage to be covered by this
modification: I (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 X 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): 15.3
d. If this is an application for TRANSFER of a mining permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit: Mining Permit No.:
Total permitted acreage:
n SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT
TO BE PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE
NOTED ABOVE
2. Indicate the approximate longitude and latitude, in degrees -minutes -seconds, of the center of the mine
site: LONGITUDE (dd-mm-ss): 79 21 -- 35 Quadrangle: BURLINGTON NE
LATITUDE (dd-mm-ss): 35 -- 07 -- 40
3. Name of all materials mined: Granite Gneiss
-2-

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APPLICATION FOR A MEVING PERMIT
4. Mining method: Hydraulic Dredge Front-end Loader & Truck _X, Shovel & Truck
Dragline & Truck Self -loading Scraper Other (explain)
5. a. Expected maximum depth of mine (feet) 500' Reference elevation: 600
b. Expected average depth of mine (feet) 400'
6, Has any area(s) at this site been mined in the past? Yes X No If no, proceed to Question 7.
a. Acreage of previously affected land(s) at present site that has not been reclaimed;
132 acres (identify all areas on your mine ma (s)).
b. When and by whom was this activity conducted By Luck Stone Corporation under this
permit
c. Acreage of previously affected land at resent site that has been reclaimed: 0 acres
3
(identify all areas on your mine map(s).
d. When and by whom was this activity conducted?
e. Do you wish to exclude any areas noted in 6a or c from this permit application?
Yes No X . If yes, how much? acres (identify all areas on your mine map(s)).
7. Present (pre -mining) use of the land (estimate acreage for each);
Cropland 25 acres Pasture 15 acres Forestry 249 acres Fish/Wildlife 6 acres
Recreation acres Other 5 acres (Specify use:
8. Proposed land use after mining and reclamation has been completed (estimate acreage for each):
Cropland acres Pasture 125 acres Forestry 71 acres Fish/Wildlife 90 acres
Recreation acres Other 14 acres (Specify use: C- mmerciallIndustriat
9. Number of years for which the permit is requested (10 years maximum): 10
B. MAPS
Four (4) copies of the county highway maps and four (4) copies of all mine maps and reclamation
maps shalt be submitted with each permit application.
County highway maps may be obtained from:
Location Department:
State Highway Commission
Raleigh, North Carolina 27602
[phone]
Clearly label and mark the Iocation of your uiitng opdration on the county highway maps.
-3-

DESIGN CALCULATIONS
FOR
BURLINGTON PLANT
LUCK STONE CORPORATION
BURLINGTON, NORTH CAROLINA
alley, williams, carmen, & king, inc.
CONSULTING ENGINEERS
207 SOUTH MAIN STREET P. O. BOX 1248
KANNAPOLIS, NC 28082 7041938-1515
PROJECT NO. 96207
OCTOBER 20, 1997
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Subject: 5F -Zwt zn} 4
pate: b17-( ,1197 Rep.
alley, willMs, carmen, & king
consulting engineers
207 south main street p. a. box 1248
kannspolis, north carotina 20482 [phone]
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alley, w106x, carmen, & king
consulting engineers
207 e00th main street p. a box 124E
katnnapolls, north carallns 28082 [phone]
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DESIGN CALCULATIONS
FOR
BURLINGTON PLANT
L- UC K STONE CORPORATION
BURLINGTON, NORTH CAROLINA
alley, williams, carmen, & Ding, inc.
CONSULTING ENGINEERS
207 SOUTH MAIN STREET' P. a. BOX 1248
KANNAPOLIS, NC 28D82 704I938-1515
PROJECT NO. 96207
ac'rosR 2a, 197 ,�•�,CAR011'11*o..
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No:
alley, widMms, cf#rmen, & king,
Subject: Se r�]
consulting engineers
❑8fe: j;2I.�97 Re p•
207 mouth mainatmei p. a. ber 1240
kannapolia, north carclinm 28082 [phone]
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LPnoject'
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consulting engineers
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707 mouth mein street p. C. box 1248
kannapolie, Werth ca►alina 280$ [phone]
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DETAIL
_rvPICAL -EI M F
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Comdata roosted to 1e a Fear To art AMIr
post sAi r poor r Fafr oe r Fear INonrnr 91"fallaw do n.I
Swisu
cosmic JO laoms IN .tern e.✓sr surer wC✓sums. Fos
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Prom go a assets $earl to of PLACID a Acne NO At air crane
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TEMP. SEDIeAFJJT SsypC
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TEMP. SEDIM EUT 1� \ � -
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BERM _ W -EXTENSION
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TEMP- SEDIMe_mT
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N/µ' LEG OF T li
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AREA EXTENSION
1991
CONSTRUCTION SFQUFNCF FOR REVISION NO. 6
1. Clear and grubb haul access road location, temporary sediment
trap locations for the haul road, Berm "Fit Extension, and RCP
culverts under Berm 'I
2. install temporary sediment traps culverts, haul road storm
drainage, and silt fencing-
3. Grade access road and apply gravel; seed, mulch and tack all
shoulder sections; and line ditches.
4. Build Berm 'IF" Extension as availability of material
dictates along with erosion control devices.
5. Fertilize, lime, seed and mulch Berm when completed.
6. Maintain all erosion control devices during construction.
�h.' �♦ �� � -V -. _ reeu�n rwrtervs tun
♦♦ 1 - IAPa he
no entire are assailed by r,eleet a a'.lan Pndrema poll.) .b.0 lo.a
♦ r•^<Ided lithe. P.. •sent <eNtatlra room
seethe rwe+na, r•rbine .
L ♦ \ and .toi .... . roe dlare,bed . .hall be 11.IJ tilled by berwef.z.
-1 vbere met condition. • .of..evbl@ test . r seem establishment f
ie
��� 1 ♦♦ - loot ofe topsoil 4, too Ibe.eoff ere solved.
nd a to SD«Otto Limestone
f teil.ab applied
Shall be
\ ♦ be at the lots of I.5me [be. Hsu reaeothe disturbed e goodshelfJ
.pptied to ems, bed ants .rein ore be founsm schedule le..
Q t bteedr.:,,a aim s orlon• cadet, close dcl11. or brer"fealls trace
Oily• ellulu• fiber •olrhlnh shell be applied a the r of 3,a be He
Vint ♦ - Schedule for Priamiding Permanent reesseso cover
t
♦ PlrellnA Dote Plsntlnl "laterAy Ilrulon bdr-Lba./Aces
♦♦. A� gP1efR WiMp bWEIK sad 1 - May JD 1,11 rescue sus re
♦ LSNItiH NUTC'� W PLJ.IiS Battle. Less"", a'
sleeping Lot grua
.DRAINAGE DIVIDE _r I
`� ♦♦99y - _f S' August 1 - ataba Jo rs•eae ,:
ems
F \ ,s, We pieces 1,th: •hail be fine food r the s in the a . Temporary
✓real .b.0
\ \ ♦♦ Jy G_`/n 1v~ ISWddtiMl We
•halls consist of thepoising n fall calls, a"dr to lose aMp • Tr•Hun
\ r P wonE
L M1 ♦♦ `^" i 5' •�$ r PlsotmA Dater Henries Mi.turee All tlon notes Lbr. Acre
* rah. a Mn Is sae Annual Ibnnsr eo
` - ♦ y�- `� .. , sell. I and. IJ to-ro to petulret sot
res
. 'L.ej.. Line Amiga,0M
a ♦♦ / Y/A T re• et auld (sand r Ilulnn IILer) 3000 e.
�1 p/� p
♦ _ RIP -lV�I DOIi( U NL�T In all mom. ale of ecaar must be . clefedinv to ae<d if a foler .
• a uT v e•- aea.ow•tapraduu artlameten reselo, reseeding all be done <M folla.lq e
x
FCG E
Compacted soil 2
r
RECEIVED
DEHNR
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JI I
Ntl�N
Z' LAND I I ^
noN
19" PucEeAeuT
D UNfJI I - File outlet to Den -an Channel -tom
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Oil
\ � �ME BURLINGTON PLANT
C01'pd'11ba Alamance County, N.C.
ELc-ELSnos<
Mq¶'Hy alley, williams, carmen, i king, Inc.
I
ENGINEERS i A RCNITE C TS
�`�✓ITCMLtuE9 DI D D D
140 chapel hill rand Fa. hale 1179
NTS borliattea, a.c. 27215 919/226-5534
•7�Z'71e) BERM 'OF" "° 'S021
EXTENSION-1996 ar ma
EROSION CONTROL
SCALE: 1" = 100' FFI #JLG PLAN
a L
\ IIla min .I
y } prow
tB milt
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III IIIIui= =Ili llll-
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Rip -Map Apron two y Dissiutor hn
For Summoner Duties Protection f
Lsn I
ron
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Or
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Closed sati on Fax WOM:
doTM(0.,m, sI - /'" n.e....
-� Ian u! _ Irl e e
t—La sal 1 1 lIjicoa [ ndy
% \ t mre WO
Notes wIa o. um
Sato A -A I. AprM Ilninp ill ON y` aoxa
Pipe Lbtlet To Flat Area aiPrsP• Proupol ,step,
With Kit Defined Channel concrete. SlonosinI
aL ice^ sae ale
'I 1. to i' tie lerytn of
topIpNP .males
4PIan
1. d. 1 stimesdthe
ial
Oufre lease than
Out [lest [Nn A
izAes.
4. Dimensions and
specifications mot
be determined by
appropriate C"Ineerlo;
design WtM .
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HAUL ROAD
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V-jciSI�Dk 14hlTINCq
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L/ITCLI LINE [-�♦ 1 � f
NTS
Aso' 9" 1 14" PLACE rn1E1.IT DEPTH
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6
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr_ Governor
Jonathon B. Howes, Secretary
Charles H. Gardner, P.G., P.E.
plrector and State Geologist
November 25, 1996
CERTIFIED MAIL
RETURN REC.EIPT__REUESTE_D
Mr. Forrest E. Wiseman
Luck Stone Corporation
P.C. Box 29682
Richmond, Virginia 23229.
RE: Permit No. 01-08
Burlington Quarry
Alamance County
Dear Mr. Wiseman:
F:FMA,
4 •
�F_= r*%J F=1
Your recent request to have the above referenced mining
permit modified has been approved. The modification is to allow
the expansion of "Berm F" and associated sedimentation and
erosion control measures as indicated on the Mine Map dated July
27, 1996. 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.
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 lies with you.
As a reminder, your permitted acreage at this site is 300
acres and the amount of land you are approved to disturb is 75.5
acres.
In addition, please find attached the old $50,000.00 ILOC as
it has been replaced by the new $148,400.00 Surety Bond.
Geological Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone]W FAX: [phone] FAX: [phone]
P.D. Box 27687, Raleigh. North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equol Qppodunity Atfrmativa Action Employer 50%recyclad/ 10%post-consurner papof

Mr. Wiseman
November 25, 1996
Page 2
Please review the modified permit and advise this office at
[phone] should you have any questions concerning this
matter.
sinc rely,
Tracy E. Davis, P.E.
State Mining Specialist
Land Quality Section
TEDjtls
Enclosures
cc: Mr. Matt Gantt, F.E.
Ms. Barbara Rote-WRC, wjattachments
Mr. Bradley Bennett-DWQ, w/attachments

DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL
RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT ..
for the operation of a mining activity
In accordance with the provisions of G.S. 74--46 through
681 "The Mining Act of 1971," Mining Permit Rule 15A
NCAC 5 B, and other applicable laws, rules and
regulations
Permission is hereby granted to;
Luck Stone Corporation
---Burl isngton--Quarry-----
Alamance County - Permit No. 01-08
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: March 4. 1998

Page 2 of 11
In accordance with the application for this mining permit, which is.
hereby approved by the Department of Environment, Health 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 permittto 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
August 8, 1988: This permit has been modified to include the
construction of access/haul roads to the monitoring wells and the
"Magazine," and the construction of Berm "B" as indicated on Sheets 1
& 3 dated June 30, 1988 and Sheets 2 & 4 dated July 29, 1988 of the
revised map.
September 30_, 1988: This permit has been modified to include the
construction of a second entrance to Highway 49 and a new berm
(Berm "F") as indicated on the revised Erosion Control Plan dated
September 12, 1988.

Page 3 of 11
March 6, 1990: This permit has been modified to include the
development of the Related Use Area, the extension of Berm "D" along
the southern property line, and the designation of the new haul road
immediately west of the quarry area denoted in the modification
request and revised Erosion Control Plan dated January 24 and January
15, 1990, respectively.
June 21, 1991: This permit has been modified to include site grading
and erosion control measures relating to the Berm "F" extension and
the Stripping Extension 1991 as specified by the revised Erosion
Control Plan dated April 16, 1991.
November 25 L_1992: This permit has been modified to allow the
installation of an additional creek crossing near the existing quarry -
area and the associated sediment and erosion control measures as
indicated on the Erosion Control Plan dated September 30, 1992, the
Storm Drainage Improvements Plan dated June 4, 1992, and the Erosion
Control Details Sheet dated June 4, 1992.
April 13, 1993: This permit has been modified to allow the
substitution of three 96" aluminized steel type 2 pipes in lieu of the
previously approved two 120P concrete lined corrugated metal pipes in
Boyd's Creek as indicated on the "Alternate Design" plan revised
February 12, 1993.
November 22, 1996: This permit has been modified to allow the
expansion of "Berm F" and associated sedimentation and erosion control
measures as indicated on the Mine Map dated July 27, 1996.
Expiration Date
This permit shall be effective from the date of its issuance until
March 4, 1998.
Conditions
This Permit shall be subject to the provisions
N.C.G.S. 74-46, et. seq., and to the following
limitations:
OPERATING CONDITIONS:
1. Wastewater and__Ouarry_ Dewaterinq
of the Mining Act,
conditions and
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.

Page 4 of 11
B. Any stormwater 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 Water Quality
Section, Division of Water Quality, to secure any necessary
stormwater permits or other approval documents.
2. Air Quality and Dust Control
A. Any mining related process producing air contaminant
emissions including fugitive dust shall be subject to the
requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. The permanent access (plant entrance) road shall be paved
from its junction with Sandy Cross Road (SR 1752) to Station
4 + 00 shown on Sheet No. 7 of 8 of the Site Plan dated
October 1, 1987. During quarry operation, water trucks or
other means that may be necessary shall be utilized to
prevent dust £rom.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 to prevent sedimentation of
that waterway from erosion of the affected land and to
preserve the integrity of the natural watercourse. In
particular, a 50 foot wide undisturbed buffer zone shall be
maintained between Boyd.'_s_Creek and any land disturbing
activity.
C. The buffer zones shown on the Erosion Control Plans dated
October 1, 1987 and last revised September 30, 1992 and July
27, 1996 shall be maintained to prevent caving of any
adjoining property. These buffer zones, with.the exception
of the installation of required sediment control measures
and earthen berms, shall remain undisturbed.
4. Erosion and Sediment Control
A. Adequate mechanical barriers including, but not limited to
diversions, earthen dikes, salt check dams, silt 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.

Page 5 of 11
B. The Erosion Control Plan dated October 1, 1987 and last
revised September 30, 1992 shall be followed.
C. Energy dissipators shall be provided at all pipe outlets and
shall be constructed, at a minimum, of Class B stone at a 22
inch thickness, 12 feet long, and as per the Rip -Rap Apron
Detail on Sheet 3 of 3 of the revised Erosion Control Plan
dated April 16, 1991.
D. The installation of the creek crossing near the existing
quarry area shall be constructed as indicated on the
"Alternate" Storm Drainage Improvements Sheet dated June 4,
1992 and revised February 12, 1993 and as per the Erosion
Control Details dated June 4, 1992 and revised February 12,
1993.
E. The expansion of "Berm F" and the installation and
maintenance of the associated sedimentation and erosion
control measures shall be conducted as indicated on the Mine
Map dated July 27, 1996 to prevent off -site sedimentation.
F. 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
initial pit area, additional creek crossings, or expansion
of overburden disposal areas.
5. Groundwater Protection
A. The five observation wells denoted as 8-1, B-SA, B-8C and B-
9 on the mine map dated October 1, 1987 and revised January
25, 1988 shall be monitored at least 30 days prior to
----ini-tiating-- 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 to the first water bearing
zone in the consolidated rock. The wells shall be secured
against unauthorized entry with a lockable cap. The
necessary permits to construct these wells shall be obtained
from the N.C. Division of Water Quality, Groundwater
Section.

6.
7.
8.
Page 6 of 11
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 month. Static
water level monitoring frequency may be increased or
decreased following the initial twelve (12) month period as
deemed appropriate by the Department.
Graded_ Slopes and Fib l s
A. The angle for graded slopes and fills shall be no greater
than the angle which can be retained by vegetative cover or
other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated
channels, the erosion of which may cause off -site damage
because of siltation, shall be planted or otherwise provided
with groundcover, devices or structures sufficient -to
restrain such erosion.
B. Overburden cut slopes along the perimeter of the pit opening
shall be graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of
completion. Furthermore, a minimum ten (10) foot wide
horizontal safety bench shall be provided at the top:of the
rock and at the toe of the overburden slope.
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.
Blasting
The operator shall provide to the Department a copy of the
findings of any seismic studies conducted at this facility. The
operator shall make every reasonable effort to incorporate the
studies' recommendations into the production blasting program.
The following blasting conditions shall be observed by the
operator to prevent hazard to persons and adjacent properly from
thrown rock or vibrations:

Page 7 of 11
A. In all blasting operations, except as hereinafter otherwise
provided, the maximum peak particle velocity of any
component of ground motion shall not exceed 1 inch per
second at the immediate location of any building outside of
the permitted area regularly occupied by human beings such
as dwelling house, church, school, public building, or
commercial or institutional building outside of the
permitted area. The operator shall monitor each blast with
a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear
(DBL) as measured at the immediate location of any regularly
occupied building outside of the permitted area such as any
dwelling house, church, school, public building, or
commercial or institutional building. If vibration/airblast
limits are exceeded, the operator shall 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 have been 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 airblast reading if the circumstances justify
verbal approval. Failure to -report will constitute a permit
violation.
C. The operator shall take all reasonable precautions to insure
that flyrock is not thrown beyond areas where the access is
temporarily or permanently guarded by the operator. Should
flyrock occur beyond the permitted and guarded area, or the
level in Item A. above is exceeded, the operator shall
report the incident to the Department immediately and
further use of explosive at the site shall be immediately
suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation shall
be provided to the Department within 10 days of the
incident. Said 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 site. Failure to take
corrective measures to prevent flyrock and repeated
instances of flyrock shall be considered a violation of this
permit.

Page 8 of 11
D. 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; and blast
location. Records shall be maintained at the permittee's
mine office and copies shall be provided to the Department
upon request.
E. The operator shall, when requested by the Department, give
24 hour advance notice to the Land Quality Section prior to
any blast during a period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of a 48 inch American wire
fence with 2 strands of barbed wire (total 60 inches overall
height) shall be maintained around the perimeter of any
highwall to prevent inadvertent public access. In addition,
a minimum 10 foot wide horizontal safety bench shall be
provided at the junction between the top of rock and the.toe
of the 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. Berms shall be located and constructed as shown on the
Erosion Control Plan dated October 1987 and last revised
September 30, 1992. In addition to grasses, the berms shall
be planted with mixed evergreen seedlings on a minimum 6x6
- __ --foot-- staggered -spacing.-
C. Berm 'IF" shall be constructed and stabilized as indicated by
the Mine Map dated July 27, 1996.
11. Plan ModLfcatio
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 9 of 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 unles
authorization to conduct said disposal has first been
obtained from both the Division of Solid Waste Management
and the Land Quality Section, Department of Environment,
Health 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 Solid
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.
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 $148,400.00 surety 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. - Archaeol-ogea-l--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 110 of 11
PROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance
of which is a condition on the continuing validity of that Mining
Permit. Additionally, the Reclamation Plan is a separable obligation
of the permittee, which continues beyond the terms of the Mining
Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1. The final slopes in all excavations in soil, sand, gravel and
other unconsolidated materials shall be at such an angle as to
minimize the possibility of slides and be consistent with the
future use of the land.
2. Provisions for safety to persons and to adjoining property must
be provided in all excavations in rock.
3. All overburden and spoil shall be left in a configuration which
is in accordance with accepted conservation practices and which
is suitable for the proposed subsequent use of the land.
4. No small pools of water shall be allowed to collect or remain on
the mined area that are, likely to become noxious, odious or
foul.
5. The revegetation plan shall conform to accepted and recommended
agronomic and reforestation practices as established by the North
Carolina Agricultural Experiment Station and the North Carolina
Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the
Reclamation Plan herein incorporated.. These activities shall be
conducted according to the time schedule included in the plan,.
._which shall --to .the..extent_.feasible provide__reclamation
simultaneous with mining operations and in any event, provide
reclamation at the earliest practicable time after completion or
termination of mining on any segment of the permit area and shall
be completed within two years after completion or termination of
mining.
RECLAMATION CONDITIONS:
1. Provided further, and subject to the Reclamation Schedule, the
planned reclamation shall be to allow the quarry excavation to
fill with water, provide a permanent barricade (fence) along the
top of any highwall, 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 11 of 1
3.
4.
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. and B.
F. The affected land shall be graded to prevent the collection
of noxious or foul water.
Revegetation Plan:
Disturbed areas shall be permanently revegetated according to the
seedbed preparation and seeding schedule provided on Drawing 8 of
8 of the Site Plan and Grading Plan dated October 1, 1987 and
revised January 25, 1988.
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 March 4, 1988, modified August 8, 1988,
September 30, 1988, March 6, 1990, June 21, 1991, November 25,
1992 and April 13, 1993, is hereby modified this 22nd day of
November, 1996 pursuant to G.S. 74-52.
By:
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and'Natural Resources

State of North Carolina
❑epartment of Environment,
Health and Natural Resources
Division of Land resources
James B. Hunt, Jr- Governor
Jonathan B. Howes, Secretary
Charles Gardner, RG., P.E.. - -
Director and State Geologist
October 2, 1996
CERTIFIED, MAIL
RETURN RECETPT_REQUESTED
Mr. Forrest E. Wiseman
Luck Stone Corporation
P.O. Box 29682
Richmond, ❑irginia 23229
RE: Permit No. 01-08
Burlington Quarry
Alamance County
Dear Mr. Wiseanan :
The review has been completed on the modification request
your company submitted for the above referenced mane site.
However, the following is needed to continue processing your
application:
The reclamation bond was calculated for this site using the
information submitted on the Mine Maps dated September 30, 1992
and July 27, 1996. The reclamation bond for this site has been
calculated to be $ 148,400.00. The calculation worksheet is
enclosed for your review and the required bond or appropriate
balance ($98,400.00) will be required prior to approval of this
-- - T.--modification ---
Please be advised that the mining permit must be renewed
before the March 4, 1998 expiration date and that the reclamation
bond at that time, with no additional changes in the mining plans'
will be $17I,300.00. -
For your convenience, I have enclosed a bond form, an
assignment of a savings account form and irrevocable standby
letter of credit form for your use in securing the required bond.
The name on the security must be the same as the name appearing
on the application for a mining permit. In addition to one of
these alternatives, you may, upon request, substitute a cash
deposit.
PLEASE BE ADVISED THAT THE MODIFICATION CANNOT BE COMPLETED
UNTIL THE NEW BOND AMOUNT HAS BEM RECEIVED.
Geologiccd Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX. [phone]
P.O. Box 27687, Raleigh, north Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Atfirmativo Action Employer 5M recycled/ 10% post -Consumer paper

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CERTIFIED MAIL
Mr. Wiseman
October 2, 1996
Page 2
As required by G.S. 74-51 (h), you are hereby advised that
you have 60 days from the date of your receipt of this letter to
submit the reclamation bond. 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.
In order to complete the processing of your modification
request, please forward the bona to my attention at the following
address:
Land Quality Section
P. O. Box 27687
Raleigh, N. C. 27611
Please contact me at [phone] if you have any
questions.
sincerely,
e, C.P.E.S.C.
Assistant State Mining Specialist
Land Quality Section
Enclosures
cc: Mr. Matt Gantt, P.E.

P 281 677 508 I
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P.O.. State and 21P Cade
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Ceftil.ed Fee
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Relurn, Receipt Showing to Whom,
Dare, and Acid rgssee's AOdress
TOT At Polago
& fees
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MINE TT N BOND CALCULATIQN WOR_XHEET .arl6�ss
(based upon 10-year mine/affected area plan)
Permit No . D -�
Permittee/Ap licant :
mine Name:
AFFECZ`D RECLAMATION Ra7--A:4TI0N
CATEGORY E.A.GE COST/ACRE COST
Tailings/
Sediment Ponds
Ac .
X
Stockpiles
Ac.
X
/
AC..
Processing Area/
�7
�r 4
7� �u
'
Ac
Eau! Roads
"
Ac .
X
$ Liu
Mine Excavation
Ac.
x
$
J
S
17, 5'06
TOTAL AFFEL-1 AC..
?
Ac.
J.emz)orary & Permanent Sedimentation & Erosion Control
D .-r_de trae TOTAL .A.FFEC',i'F..D AC. ' above into the follcw._.:a t:�o
catecories: a) affected acres that drain into proposed/existing
excavation and/or b) affected ac that w-?! be C_. Ced for
pbs- tine drainage, measures will be needYw to ulrevent Offs to
s ed::mE:: t
a) Internal Drainage 5 ') Ac,
_._ -b-�—_ os�_t��r--D.rainzge��S• � Ac...----� _. $.__1 �.0 0_� A�_ _�...�_c s 9� �� � _ .�
SUBTOTAL COST:
Inflation Factor:
0.02- X SUBTOTAL COST: 7f� x
per�nit .1i fe.
(1 to 10 Years)
INFLATION COST: $� Sr 71 U
TOTAL COST SUBTOTAL COST + INFLATION COST
TOTAL RECLAMATION BOND COST: $ -% y 6 ytw.vd
{round down to the nearest $100}.
W ; • t.
A,

- 2 - SClti/95
Bond Based upon: Annual Reclamation Report Form Acreage
Approved 10-Year Mine/Reclamation Plan
Remarks:c.. .� � a'�: ��, Q,
Bona calculaLed ay:
OatW Of Bond Calculation: -T C
* PLEASE REMIT THE REQUIRED BOND, ON ONE OF THE BOND FORMS FnPROVED
BY THE DEPART?MNT, AS SOON A5 POSSIBLE TO OBTAIN YOUR NTT MLNING
PERMIT OR TO ENSURE TMT YOUR EXISTING MININC PERMIT REMa?NS VALID.
IF YOU SECMD H.ZLVE ANY QUESTIONS ON THE ABOVE, PLEASE CONTACT T7M
INDIVIDUAL WHO C.ALMI ATBD YOUR BOND AT (9I9 ) 7.3 3 - 4574 .

MINE BaCLAMATION
BOND
N WORT{
HE T 101. 6/ 9 5
4, (based upon 10-year
mine/affected
area
plan)
Permit No
Permittee/Ap licant: &L,,C"k
�
Mine Name:
AFFECTED
RECLAMATION
RECLaM TICK
CATEGORY ACREAGE
COST/ACRE
COST
Tailings/
Sediment Ponds
Ac.
X
$ / Ac.
_ $
Stockpiles
Ac.
X
$ / .Ac.
_ $
Wastep� s 2se-*� A#
Ac..
X
$moo / Ac.
- $ 71 d ed
Processing Area/
Haul Roads
Ac.
X
$ Ze / Ac.
Mine Excavation 3 d
Ac.
X
$ 5-0 / Ac .
- $ J7,50
Other 194J Be. Z0,6
Ac.
X
$ Ac.
_ $
TOTAL AFFECTED AC.:
Ac.
Temdorary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the f❑llowina two
categories: a) affected acres that drain into proposed/exi'sting
excavation and/or b) affected acres that will be graded for
positive drainage, measures will be needed to prevent offsite
sediment
a) Internal Drainage Eb Ac.
b) Positive Drainage Ac. X $ 1500 / Ac. -- $
SUBTOTAL COST; $
0.02 X SUBTOTAL COST: $ /1-7,7,2. X permit life (Zff'4 pa--$
�
(I to 10 years)
INFLATION COST: $ �5 7fy
TOTAL COST = SUBTOTAL COST + INFLATION COST y4f, y bA -ab
TOTAL RECLAMATION BOND COST: $-- _ � 4y
(round down to the nearest $100)
Mgr qfV� v
"'o .cam

4' _
i— W161ss
Bond Based Upon: Annual Reclamation Report Form Acreage
Approved 10-Year Mine/Reclamation Plan
Remarks:
Bong Calculated By: Ir-
Date of Band Calculation.: zQ-ZZf4--
* PLEASE REMIT THE REQUIRED BOND, ON ONE OF TEE BONE] FORMS APPROVKD
BY THE DEPARTMENT, AS SOON AS POSSIBLE TO OBTAIN YOUR NEW MINING
PERMIT OR TO ENSURE THAT YOUR EXISTING MINING PERMIT REMAINS VALID
IF YOU SROULD SAVE ANY QUESTIONS ON THE ABOVE, PLEASE CONTACT THE
INDIVIDUAL WHO CALCULATED YOUR BOND AT [phone].

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HATE TO ASSISTANT DATE T USAN
LOGGED IN
AMING CHECKLL5T FOR ROUTING
Company L ". V'� rarle _ Project Name _ u r i► 1 -
Permit No. D 1-0,& County L - Date: Received - z1
Reviewer
Please make copies of check to include with Central office and
Field Office files and -log in checks.
* ❑ New ❑ Renewal 16 Nodification ❑ Transfer ❑ Release
❑ Additional Information LJ Fee Needed
4.
ErFee
Received: Amount �1 `
Please route to:
Wr�e►s', �,f1 Field Office
'I EJ wildlife Resources Commission
* ❑ Archives and History
LJ Other:"
Date Routed ,tQ
Date Routed '0'W
Date Routed
Date Routed
Suspense date for Comments: ��Q,� l (pate received +30 days,
not on weekend)
❑ Please note the following:
*SUSA : Please make file and return Checklist and file. to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

Author: "Vinson, Toby" <[e-mail]> at Internet
Date: 9/16/96 7:47 AM
Priority: Normal
Receipt Requested
TO: Judy Wehner at NROLR0IP
TO: Tony Sample at NROLROIP
Subject: Luck Stone Review
------------------------------------ Message Contents ------------------------------------
Tony or Judy,
Attached is the Luck Stone Review memo. I also sent it with the
routing slip back in the mail. If you need anything else let me
know.
Toby

Page 1
September 13, 1996
MEMORANDUM:
TO: Tony Sample or Judy Wehner, Assistant Mining Specialist
FROM: Toby Vinson, ARE Winston-Salem RO
RE: Luck Stone Corp. "Modification"
I have reviewed the proposed plan for the Luck Stone Berm Extention Modification.
The calculations and plans look good. The overall plans seem to be adequate enough to
restrain erosion and offsite sedimentation.
On September 13, 1995, a site visit was made to Luck Stone's quarry in Alamance
County. There do not appear to be any problems with the proposed berm extension (berm F).
If you have any questions please call me.

NCWRC,HCP,FRLLS LRKE TEL:[phone] Sep 11'98 14:16 No.005 P.02
•ter~
7 a M-:A "
12
North Carolina WJc life resources CommL%ion 9
512. N. Salisbury Strect, Raleigh, North Carolina 274-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TD: Susan B. Edwards, Mining Pmgram Secretary
Land Quality Section(������*,-
FROM' Douglas A. Besier, ks�stant Fisheries Biologist
Diwixion ofBoating and Inland Fisheries
DATE:4 September 1996
S1 JB IF.CT: :Mining Permit Modification Request for Luck Stone Corp.
Burlington Quarry - Permit No. to 1-08, Alamance County
Biologists with the North Carolina Wildlife Resources Commission have reviewed the
subject permit modification, Our comments are provided in nm3rdance with provisions of the
Mining Ac:t Of 1971 (as amendcd, 1982)(G.S. 74-76 through 74-68 15 NC:AC: 5).
Luck Stone Carp, plans to construct an extension to a prccxistiag barn ("F") at it's -
Burlington Plant. The proposed berm extension would be approximately 1700 feet long and be
constructed on 11 acres of land.
Primary coneem is execssivc silt and sediment loads in 19oyds Crr,.ek d►0 to Wnstruction
of the berm exteasion, Increased silt and sediment loads con have detrimental impacts on river
prodLictiyity, aquatic life and fishery resources.
We have no objection to this permit modification in it's present form duc to erosion
control devices such as silt fencing, sediment traps, rip -rap, ground stabilization and rock check
darns. These erosion control devices should reduce the impact on the Aquatic and fishery
resources of Boy& Creek and the Haw River. r
Thank you I'o; the opportunity to review and comment on this permit modification. I can
he reached at [phone] iCyou need any additional information.
cc: Darrell L. Russell, P.E., Luck Stone Corp.
q- z &-JIL

BATE TO ASSISTANT DATE [IS
4��Pxr--
LOGGED IN
M qNG CHECKLIST FOR ROUTING
Company L 112 Project Name
Permit No. 01:328 County _A�*1- Date Received-1
Reviewer
Please make copies of check to include with Central Office -and
Field Office files and log in checks.
* ❑ New ❑ Renewal [ Modification ❑ Transfer ❑ Release
r
❑ Additional Information ❑ Fee Needed RECFjlf
ErFee Received: Amount ?5 '0-0 AUG 2 7 1996
Please route to:
L�l !I�►►r___� Field Office
[D rWildlife Resources Commission
* ❑ Archives and History
LJ other : 0
�v�riJ�f Cli •LTtF•"� ::1
• 4'
Date Routed
Date
Date Routed
Date Routed
Suspense Date for Comments: ZV (Date received +30 days,
not on weekend)
❑ Please note the following:
S�-
1-2,196
*SUSAN: Please make file and return Checklist and file'to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

a
F �
�
w
a

State of North Celina
Department of Environment,
Health and Natural Resources
Winston-Salem Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Leesha Fuller, Regional Manager
September 13, 1995
MEx 2P,M_P M
[DaHNF;Z
RECEIVED
OEHNR
SiP 16 �96
LAND QUALITY SCc
TO: Tony Sample_or udy Wehner, Assistant Mining Specialist
FROM: Toby Vinson; ARE Winston-Salem Ra
RE: Luck Stone Corp, "Modification"
I have reviewed the proposed plan for the Luck Stone Berm
Extention Modification. The calculations and plans look good. The
overall plans seem to be adequate enough to restrain erosion and
offsite sedimentation.
On Septenber 13, 1995, a site visit was made to Luck Stone's
quarry in Alamance County. There do not appear to be any problems
with the proposed berm extension (berm F). If you have any
questions please call me.
585 Woughtown Street. Winst )n-Wem..North Carolina 27107-2241 Telephone [phone] FAX [phone]
An Equal Opp.sartunity AfflrmKOVO.Action Employer 50% recycled/ 10% post -consumer paper

03 tAAj
Lj
v

North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEKORANDUM
TO: Susan B. Edwards, Mining Program Secretary
Land Quality Section
FROM: Douglas A. Beeler, 'Assistant Fisheries Biologist
Division of Boating and Inland Fisheries
DATE: 4 September 1996
SUBJECT: Mining Permit Modification Request for Luck Stone Corp.
Burlington Quarry - Permit No. 01-08, Alamance County
Biologists with the North Carolina Wildlife Resources
Commission CNCWRC) have reviewed the subject permit modification.
Our comments are provided in accordance with provisions of the
Mining Act 0f 1971 (as amended, 1982)(6.5. 74-76 through 74-68 15
NCAC 5).
Luck Stone Corp. plans to construct an extension to a
preexisting berm ("F") at it's Burlington, Plant. The proposed
berm extension, would be approximately 1700 feet long and be
constructed on 11 acres of land.
Primary concern is excessive silt and sediment loads in
Boyda Creek due to construction of the berm extension. Increased
wilt and sediment loads can have detrimental impacts on river
productivity, aquatic life, and fishery resources.
We have no objection to this permit modification in it's
present form due to erosion control devices such as silt fencing,
sediment traps, rip -rap, ground stabilization, and rock check
dame. Theae erosion control, devices should reduce the impact on
the aquatic and fishery resources of Boyda Creak and the Haw
River.
Thank you for the opportunity to review and comment an this
permit modification. I can be reached at [phone] if you
need any additional information.
ac: ©wen ,Anderson, Habitat Conservation Program
Darrell L. Russell. P. E. , Luck Stone Corp.

`ii� �• BAUD

r
alley, veil lams, carmen
BURLINGTON OFFICE KANNAPOLIS OFFICE
ENGINEERS & ARCHITECTS CONSULTING ENGINEERS
p.o. box 1179 1 740 Chapel hilt road
burlington, north carolina 27215
telephone 910J226-5534
fax [phone]
August 20, 1996
p.o. box 124E 1 207 south main street
kannapolis, north carolina 28082
telephone [phone]
tax 7041938-G810
Mr. Tracy E. Davis, P.E.
State Mining Specialist
State of North Carolina
Department of Environment, Health
and Natural Resources
Division of Land Resources
Land Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611-7687
RECEIVED
DEHNR
-0
king, inc.
-AND QUALITY SECTION a
Subject; Luck Stone Colporation� Burlington Plant
Permit No. 1-08 ;
Proposed Permit Modification - Berin "F" Extension - 1996
I
Dear Mr. Davis: ` 4
GREENSBORO OFFICE
ENGINEERS & ARCHITECTS
300 east wendover avenue, suite 403
greensboro, north caroling 27401
telephone [phone]
fax [phone]
PLEASE REPLY TO:
Burlington
95021
On behalf of Luck Stone Corporatioh, we request approval; of a permit modification for site grading
and erosion control measures relating to Berm 7F" Extension - 1996 work at the Burlington Plant.
Included with this request are two-(2) copies -of Sheet.Nos.-1 and 2 of.2 under our .lob No. 95021
whir.h shows the items relating to thismodification. Also included are two (2) copies of the design
calculations for the various silt pits prpposed far installation, pipe calculations, and open channel
calculations. A permit modification' Fee in the ainount of $150,00 is attached based on our estimate
of 11 acres affected by this modification.---- f
Should you have any questions con seining this 'submittal, please let m1 know as soon as possible as
Luck Stone is ready to proceed with! this work.
Sincerely,
ALLEY, WILLIAMS, CARMEN & KING, INC.
Z A4
'arrd ell L. R`ussell, P.
DLRfss
encls.
cc: Forrest Wiseman, Luck Stone (Richmond, VA)
Tony Jenkins, Luck Stone (Burlington. NC)
LAURENU A. ALLEY, PE- HERBERT A. CARMEN, AIA
DARRELL L. RUSSELL. P.E.
FRANZ K. HOLT. P.E. KENNETH D. STAFFORD, AIA
MARK D. HEIC4, PE-
JEFFERY 0. MOODY, PE. DEMETREOS N.CALL INICOS, AIA. RIBA
G. WESLEY WEBB, P.E.
JAMES COONGTON, P.E. CHARLES E. THEISEN, NCAR B. AIA
WAYNE 0. PERRY. R.L.S.
P. PHILLIP SHU, PE. RO BERT J. GRILL, ASLA
KIM R. LILLY. R.L.S.

'alley, willbams, carmen SWing, inc.
6URLINGTON OFFICE KANNAPOLIS OFFICE GREENSBORO OFFICE
ENGINEERS AND ARCHITECTS CONSULTING ENGINEERS ENGINEERS AND ARCHITECTS
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lley, will8ams, carmen &&ing, inc.
GURUNGTON OFFICE KANNAPOLIS OFFICE GREENSBORO OFFICE
ENGINEERS AND ARCHITECTS CONSULTLNG ENGINEERS ENGINEERS AND ARCHITECTS
DATE ��`� !�71
iYC K LiALIE *-3
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d = I. z F7
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BURLINGTON OFFICE KANNAPOLIS OFFICE GREENSBORO OFFICE
ENGINEERS ANO ARCHITECTS CONSULTING ENGINEERS ENGINEERS ANO ARCHITECTS
DATE `l �2 '7 /91 a _ JOB 9 5.0 2- j,_ _4 J— C wj ► u c rto
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BUR1-INGTON OFFICE KANNAPOLIS OFFICE CREENSBORO OF FICI.
ENGINEERS AND ARCHITECTS CONSULTING ENGINEERS ENGINEERS AND ARCHITECTS
DAmF Z9 JOB _ _ago 21 _. __ 1 - - mV I N c -ro �j
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11URLINGTON OFFICE KANNAPOLIS OFFICE GREENSBORO OFFICE
ENGINEERS AND ARCHITECTS CONSULTING ENGINEERS ENGINEERS AND ARCHITECTS
DATE I I Cn JOB � � • a O
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alley, willsams, carmen Sing, inc.�
BURLINGTON OFFICE KANNAPOLIS GFHCE GRCENSBORO OFFICE
ENGINEERS AND ARCHITECTS CONSULTING ENGINEERS ENGINEERS AND ARCHITECTS
DATE JOB # a{ 5 O 7I j _� 9 3 1J Q'Mw'i
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4 000 rrv" Mr
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0 sad G seals, or. reveres as _
3 rrlarfrlrel. 5 I 6 6
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L15
.5 .5
HEADWATER DEPTH FOR
HEADWATER SCALES 253 CONCRETE PIPE CULVERTS
SUREAu or P++a4[c it"03 ,Art roes REVISED MAY "4 WITH INLET CONTROL
Figure 6.1
6-Z6

3Do
Outlet W ' oo r 0.4La
pipe
diameter (Do) La ^�
.500
20
3
R
10
90
11 80 ( FIT
70
60.
20 50 100
Discharge (031sec)
C-vAcrs
Cures may not be extrapolated_
Figure 8.06h Design of outlot protection Irom a round pipo !lowing full, maximum tailwater condition (T. Z 0.5 diameter).
r �-
N
Ji
n
ns
_Q
i CC
0
in
❑50�.I J
1000
9.06.4
Rev. I M 3

•or
STORMWATER DESIGN NOTES FOR
LUCK STONE CORPORATION, BURLINGTON PLANT
ALAMANCE COUNTY, NORTH CAROLINA
JULY 30, 1996
SCOPE: TO DESIGN PROPOSED STORMWATER PIPING UNDER BERM'P EXTENTION
PREPARED BY: PAUL PHiLLIP SHU, P.E., ALLEY WILLIAMS CARMEN & KING, INC.
DESIGN CULVERT PIPING REQUIRED FOR 80 ACRE DRAINAGE AREA
A. DETERMINE Tc:
1. FROM C.E. NOMOGRAPH FOR SMALL WATERSHEDS, GRASSED SURFACE - KIRPICH
L = 3600 LF; HIGH ELEVATION = 678; LOW ELEVATION = 594:
SLOPE "S" = (678-594)/3600 X 100 = 2.33 %
FROM NOMOGRAPH, Tc = 18.5 MINUTES X 2 (ADJ. FOR OVERLAND FLOW) = 37 MINUTES
2. FROM NOMOGRAPH FOR LARGE WATERSHEDS - KIRPICH
Tc = 0,00013(L-0.771S^0.385) = 0.302597 HOURS = 18.15582 MINUTES
ADJUSTMENT TO Tc FOR OVERLAND FLOW = 18.15 X 2 = 36 MINUTES
3, USE Tc = 18.5 MINUTES TO BE CONSERVATIVE & ANTICIPATE FUTURE DEVELOPMENT
B. SELECT i(100 yr) FOR Tc OF 18.5 = 6.0 inlhr FROM
GREENSBORO RAINFALL -INTENSITY -DURATION GRAPH
C. SELECT C = 0.5 FOR AGRICULTURAL LAND
D. FROM RATIONAL FORMULA, Q = CiA = 0.5 X 6.0 X 80 = 240 CFS
E. FOR MAXIMUM UPSTREAM ELEVATION WITH NO BACKWATER ABOVE INTAKE,
DESIGN FOR A MAXIMUM BACKWATER ELEVATION OF 594.08'
1) SELECTION MADE BASED ON INLET CONTROL FOR 3 EA. PARALLEL 48" DIA. RC PIPE
FROM NOMOGRAPH CHART 2 ATTACHED, FOR Q = 80 CFS & PIPE DIAMETER(D) = 4'0"
Hw/D = 1.02 FOR GROOVE END PROJECTING ENTRANCE, THEN FOR D = 4, Hw = 4.08,
INVERT ELEVATION OF INLET PIPE = 594.08 - 4.08 = 590.0
2) CHECK OUTLET CONTROL:
FOR OUTLET CONTROL, UPSTREAM ENERGY GRADIENT =
DIFFERENTIAL HEAD ABOVE INVERT + PIPE SLOPE = (594-590) + .0077*455 = 7.50 FT
H = TOTAL ENERGY LOSSES THROUGH THE PIPE TO THE OUTLET
FOR THE PIPE FLOWING FULL, H = DIFFERENTIAL FROM ENTRANCE ENERGY GRADIENT
TO TOP OF OUTLET PIPE = 7.5 - 4 = 3.5'
FROM NOMOGRAPH CHART 9 ATTACHED, Q FOR 4' DIA RCP = 100 CFS > 80 CFS REQ'D
THEREFORE THE 3-48" DIA RCP CULVERT IS INLET CONTROLLED.
PAGE i OF 2

5ac 7
li. DESIGN CULVERT PIPING REQUIRED FOR 7 ACRE DRAINAGE AREA
A. DETERMINE Tc--
1 . FROM C.E. NOMOGRAPH FOR SMALL WATERSHEDS, GRASSED SURFACE - SEELYE
L = 700 LF; HIGH ELEVATION = 640; LOW ELEVATION = 608;
SLOPE "S" = (840-608)/700 X 100 = 4.57 %
FROM ATTACHED OVERLAND FLOW TIME NOMOGRAPH, Tc = 17.5 MINUTES FOR
POOR GRASS SURFACE
B. SELECT i(100 yr) FOR Tc OF 17.5 = 6.5 €nfhr FROM
GREENSBORO RAINFALL -INTENSITY -DURATION GRAPH
C. SELECT C = 0.5 FOR AGRICULTURAL LAND
D. FROM RATIONAL FORMULA, O = CiA = 0.5 X 6.5 X 7 = 22.75 CFS
E. FOR MAXIMUM UPSTREAM ELEVATION NTH NO BACKWATER ABOVE INTAKE,
DESIGN FOR A MAXIMUM BACKWATER ELEVATION OF 609.06'
1) SELECTION MADE BASED ON INLET CONTROL FOR ONE(1) 24" DIA, RC PIPE
FROM NOMOGRAPH CHART 2 ATTACHED, FOR O = 22.75 CFS & PIPE DIA(D) = 2`0"
Hw[D = 1.53 FOR GROOVE END PROJECTING ENTRANCE, THEN FOR D = 2, Hw = 3.06'
INVERT ELEVATION OF INLET PIPE = 609.06 - 3,06 = 606.0
2) CHECK OUTLET CONTROL:
FOR OUTLET CONTROL, UPSTREAM ENERGY GRADIENT
DIFFERENTIAL HEAD ABOVE INV + PIPE SLOPE = (609.06-606) + .0167*240 = 7.07 FT
H = TOTAL ENERGY LOSSES THROUGH THE PIPE TO THE OUTLET
FOR THE PIPE FLOWING FULL. H = DIFFERENTIAL FROM ENTRANCE ENERGY GRADIENT
TO TOP OF OUTLET PIPE = 7.07 - 2 = 5.07'
FROM NOMOGRAPH CHART 9 ATTACHED, O FOR 2' DIA RCP = 28.9 CFS > 22,75 CFS REO'D
THEREFORE THE 1-24" DIA RCP CULVERT WORKS LIMITED BY INLET CONTROL,
PAGE 2 OF 2

�aF7
CHART 9
• law"-
1000 cKMlr ruunwt r{pwn{. •u%l. S
J ram. r�+ya�
Ip0 ~ fre w11M M�+ one �+ F��• M• Im .�
120 u,Nrrw �rr�rr� r w raw+ r+++w
400 IQR a
Sao fi
400 „
300 yi `
r
<<. !
L00 s0 ;4ftor;
t6 r� 'x
x am— f�
at x b
..
� Ina x �� � 40 act
k� g
� 3,6
•r ` �5` bCa },�
a 60
ec �qo
W
1•
40 t -.00 K •�
p L7 D
O •� 10
30 d
t4
C�$
L0 tl
It [to
10 Is
a
IL
3
HEAD FOR
CONCRETE PIPE CULVERTS
FLOWING FULL
22(5-32)

alley, Williams, carmen, & king, inc
22801
I! N a I N E[ p l,ri ' A.FI C M I Z E 0.T E
J
p.n. OsX S/7A I T/0 Chapal hill rC/6
'
1
d
6url4nEinll, A01lh aarollll! 27215
E&3t4J531
!/I�phan.!ls-M-5634 -
-
PAY
TO THEER
ORDER �F
$
_ -
, 1
- I :'I 1 U
DOLLARS
NatianBBank
ALLEY. WILLIAA CARMEN a !SING. INC.
PRES-
Necions8ank, NA. (Carolinas)
Bur4nkwn, NC 27215
t
FOR

North Carolina Department of Environment, Health, and Nalural�R�svurcas,'�
Division of Land Resources, Land dual' Section
"I
l; MAY 6 71997
MINE INSPECTION REPO T�
(PERMITTED MIME) By
1. MINE NAME [ C `g -. 2. MINING PERMIT # t
3. OPERATOR . 3r ► 4. COUNTY. 1r. • r� 4,[ s.
S. ADDRESS,.
6. Person (s) contacted at site
7, Was mine operating at time of inspection" M Yes ND' a. Pictu s ? Yes ENo
9. Date last inspected: 9; 1L-S_1�10. Any mining since last inspection ? ®Yes [] No
11. Is the mine in compliance with the Operating Conditions of the Permit ? Yes 0 No
If no, explain:
.rL t."r. � � 15 � ►lL
1 • rr rr a 4�ti�A ti�..��r�t .�-�"`•"�!L-,+. ti� , et.
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? 0"Yes [] No
If no, explain:
13. Did any of the above deficiencies result in offsite damage? []Yes © No It yes, describe the type
and severity of the damage:
14. Corrective measures needed and 1 or taken:5 i
•i 1 r iLi�i C.r .-ra�L-• �C• •1. ASS ja -� !
1
15. Other recommendations and comments: L - •f
16. Is the Annual Reclamation Report + 1 - map accurate ? Yes No (Explain) Not Reviewed
17. Follow-up inspection needed ? [y Yes 0 No Proposed date 1 1
18. No. of additional pages oflinspectiori Report 19. Copy of Report send to operator_.L_1 1� �
r� (date)
INSPECTEDBY: _ DATE:
Phone No: (V) 1tJ „771 W cam)
White copy to Isle Yellow copy to cparafor Pink copy to Mining Specialist
IV80

M.;
N

Luck Stone Corporation
Corporate Offices
Manakin-Sabct, Virginia
Original Artwork by: Building Designed by:
Paulette Roberts -Pullen 1995 David Warren Hardwicke, AIA 1969

■i
IJ
X

State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street 0 Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor April 13, 1992 Jonathan & Howes, Sec:renry
Mr. Forrest E. Wiseman
Luck Stone Corporation
P.D. Box 29682
Richmond, Virginia 23229
RE: Permit No. 01--08
Burlington Quarry
Alamance County
Dear Mr. Wiseman:
Your recent request to have Mining Permit No. 01-08 for the
Burlington Quarry in Alamance County modified has been approved.
The modification is to allow the substitution of three 96"
aluminized steel type 2 pipes in lieu of the previously approved
two 120" concrete lined corrugated metal pipes as indicated on
the "Alternate Design" plan revised February 12, 1993. 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
operating Conditions 1B and 12 of your modified mining permit.
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 lies with you.
As a reminder, your permitted acreage at this site is 300
acres and the amount of land you are allowed to disturb at any
one time is 64.5 acres.
P.Q. Box 27687, Raleigh, Klcrrh Carolina 27611-76R7 Telephone [phone] Fax [phone]
An Eg4tal Opportunity Affirmative Action EmploM

Mr., Wiseman
April. 13, 1993
Page 2
Please review the modified permit and advise this office at
[phone] should you have any question concerning this
matter.
sincerely,
ZakcvyEDavis, E.I.T.
Mining specialist
Land Quality Section
TED/tlS
Enclosure
cc: Mr. Doug Miller

a
DEPARTMENT O F ENV2 R�]NMENT �
HEALTH AND NATURAL
RESOURCE S
D 2 V 2 S= ON OF LAND RESOURCE S
LAND QIJAL=TY SECT=[�N
P E R M 2 r-r
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through
68, "The Mining Act of 1971,1" Mining Permit Rule 15A
NCAC 5 B, and other applicable laws, rules and
regulations
Permission is hereby granted to:
Luck Stone Corporation
Burlington Quarry
#Xlamance County - Permit No. 01-08
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.

Page 2 of 11
In accordance with the application for this mining permit, which
is hereby approved by the Department of Environment, Health 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.
Mgdi icatigns
August 8. 1988: This permit has been modified to include the
construction of access/haul roads to the monitoring wells and the
"Magazine," and the construction of Berm "B" as indicated on
Sheets 1 & 3 dated June. 301 1988 and Sheets 2 & 4 dated July 29,
1988 of the revised map.

Page 3 of 11
September 30, 1988: This permit has been modified to include the
construction of a second entrance to Highway 49 and a new berm
(Berm "F") as indicated on the revised Erosion Control Plan dated
September 12, 1988.
March 6. 1990: This permit has been modified to include the
development of the Related Use Area, the extension of Berm "D"
along the southern property line, and the designation of the new
haul road immediately west of the quarry area denoted in the
modification request and revised Erosion Control Plan dated
January 24 and January 15, 1990, respectively.
Tyne 21, 199-.: This permit has been modified to include site
grading and erosion control measures relating to the Berm "F"
extension and the Stripping Extension 1991 as specified by the
revised Erosion Control Plan dated April 16, 1991.
November 25,E_992: This permit has been modified to allow the
installation of an additional creek crossing near the existing
quarry area and the associated sediment and erosion control
measures as indicated on the Erosion Control Plan dated September
30, 1992, the Storm Drainage Improvements Plan dated June 4,
1992, and the Erosion Control Details Sheet dated June 4, 1992.
April 13, 1993: This permit has been modified to allow the
substitution of three 96" aluminized steel type 2 pipes in lieu
of the previously approved two 120" concrete lined corrugated
metal pipes.in Boyd's Creek as indicated on the "Alternate
Design" plan revised February 12, 1993.
ExpiratiQn Qgte
This permit shall be effective from the date of its issuance
until March 4, 1998.
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:
QPERATING O
1. Wastewalar- anj Quarry, ewateringr
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.

Page 4 of 11
B. Any stormwater 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 Water
Quality Section, Division of Environmental Management,
to secure any necessary stormwater permits or other
approval documents.
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.
B. The permanent access (plant entrance) road shall be
paved from its junction with Sandy Cross Road (SR 1752)
to Station 4 + 00 shown on Sheet No. 7 of 8 of the Site
Plan dated October 1, 1987. During quarry operation,
water trucks or other means that may be necessary shall
be utilized to prevent dust from leaving the permitted
area.
3. ggffer Zones
A. Any mining activity affecting wetlands shall be in
accordance with the requirements and regulations
promulgated and enforced by the U.S. Army Corps of
Engineers.
B. Sufficient buffer shall be maintained between any
affected land and any adjoining waterway to prevent
sedimentation of that waterway from erosion of the
affected land and to preserve the integrity of the
natural watercourse. in particular, a 50 foot wide
undisturbed buffer zone shall be maintained between
Boyd's Creek and any land disturbing activity.
C. The buffer zones shown on the Erosion Control Plan
dated October 1, 1987 and last revised September 30;
1992 shall be maintained to prevent caving of any
adjoining property and to allow grading of the side
slopes to the required angle. These buffer zones, with
the exception of the installation of required sediment
control measures and earthen berms, shall remain
undisturbed.

Page 5 of 11
4. sion and sedimei3t Control
A. Adequate mechanical barriers including, but not limited
to diversions, earthen dikes,.brush barriers, silt
check dams, silt 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 or natural watercourse in proximity to the
affected land.
B. The Erosion Control Plan dated October 1, 1987 and last
revised September 30, 1992 shall be followed.
C. Energy dissipators shall be provided at all pipe
outlets and shall be constructed, at a minimum, of
Class B stone at a 22 inch thickness, 12 feet long, and
as per the Rip -Rap Apron Detail on Sheet 3 of 3 of the
revised Erosion control Plan dated April 16, 1991.
D. The installation of the creek crossing near the
existing quarry area shall be constructed as indicated
on the "Alternate" Storm Drainage Improvements Sheet
dated June 4, 1992 and revised February 12, 1993 and as
per the Erosion Control Details dated June 4, 1992 and
revised February 12, 1993.
E. An erosion and sediment control plan(s) shall be
submitted to the Department for approval prior to any
land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the
approved application for a mining permit and any
approved revisions to it. Such areas include, but are
not limited to, expansion outside of the initial pit
area, additional creek crossings, or expansion of
overburden disposal areas.
5. Groundwater Protection
A. The five observation wells denoted as B-1, B-8A, B-SC
and B-9 on the mine map dated October 1, 1987 and
revised January 25, 1988 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.

Page 6 of 11
B. The observation wells shall be drilled wells cased into
consolidated rock and grouted to the surface. The
wells (boreholes) shall be extended to the first water
bearing zone in the consolidated rock. The wells shall
be secured against unauthorized entry with a lockable
cap. The necessary permits to construct these wells
shall be obtained from the N.C. Division of
Environmental Management, Groundwater Section.
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 month. Static water level monitoring
frequency may be increased or decreased following the
initial twelve (12) month period as deemed appropriate
by the Department.
6. Grad-ecL Slopes and Wls
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 offsite damage because of siltation, shall be
planted or otherwise provided with groundcover, devices
or structures sufficient to restrain such erosion.
B. Overburden cut slopes along the perimeter of the pit
opening shall be graded to a minimum 2 horizontal to 1
vertical or flatter and shall be stabilized within 60
days of completion. Furthermore, a minimum ten (10)
foot wide horizontal safety bench shall be provided at
the top of the rock and at the toe of the overburden
slope.
7. Surface Drainage
The affected land shall be graded so as to prevent
collection of pools of water that are, or likely to become,
noxious or foul. Necessary structures such as drainage
ditches or conduits shall be constructed or installed when
required to prevent such conditions.

Page 7 of 11
8. Blasting
The operator shall provide to the Department a copy of the
findings of any seismic studies conducted at this facility.
The operator shall make every reasonable effort to
incorporate the studies' recommendations into the production
blasting program.
The following blasting conditions shall be observed by the
operator to prevent hazard to persons and adjacent property
from thrown rock or vibrations:
A. In all blasting operations, except as hereinafter
otherwise provided, the maximum peak particle velocity
of any component of ground motion shall not exceed 1
inch per second at the immediate location of any
building outside of the permitted area regularly
occupied by human beings such as dwelling house,
church, school, public building, or commercial or
institutional building outside of the permitted area.
The operator shall monitor each blast with a
seismograph.
B. Airblast overpressure shall not exceed 128 decibels
linear (DBL) as measured at the immediate location of
any regularly occupied building such as any dwelling
house, church, school, public building, or commercial
or institutional building.
C. The operator shall take all reasonable precautions to
insure that flyrock is not thrown beyond areas where
the access is temporarily or permanently guarded by the
operator. Should flyrock occur beyond the guarded area
or the levels in Items A and B above are exceeded, the
operator shall report the incident to the Department
immediately and further use of explosive at the site
shall be immediately suspended until the following
actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation
shall be provided to the Department within 10 days
of the incident. Said 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
Department before blasting
Failure to take corrective
and repeated instances of
violation of this permit.
the approval of the
may resume at.the site.
measures to prevent flyrock
flyrock shall be considered a

Page 8 of 11
D. The operator shall maintain records one 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; and blast location. Records
shall be maintained at the permittee's mine office and
copies shall be provided to the Department upon
request.
E. The operator shall, when requested by the Department,
give 24 hour advance notice to the Land Quality Section
prior to any blast during a period for which notice is
requested.
9. High Wall Barrier
A physical barrier consisting of a 48 inch American wire
fence with 2 strands of'barbed wire (total 60 inches overall
height) shall be maintained around the perimeter of any
highwall to prevent inadvertent public access.
10. Risual 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. Berms shall be located and constructed as shown on the
Erosion Control Plan dated October 1987 and last
revised September 30, 1992. Construction of berms shall
be completed prior to initiation of quarrying
activities. In addition to grasses, the berms shall be
planted with mixed evergreen seedlings on a minimum 6x6
foot staggered spacing.
C. Berm "F" shall be constructed as materials come
available and according to the revised Erosion Control
Plan dated September 13, 1988 and last revised
September 30, 1992.
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 9 of 11
12.
13.
14.
se DisDos
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
iinless authorization to conduct said disposal has first
been obtained from both the Division of,Solid Waste
Management and the Land Quality Section, Department of
Environment, Health 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 Solid 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.
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.
The security which was posted pursuant to N.C.G.S. 74-54 in
the form of a $50,000.00 Irrevocable Standby Letter of
Credit is sufficient to cover the operation as indicated on
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.
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 10 of 11
CLAMATION 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:
1. The final slopes in all excavations in soil, sand, gravel
and other unconsolidated materials shall be at such an angle
as to minimize the possibility of slides and be consistent
with the future use of the land.
2. Provisions for safety to persons and to adjoining property
must be provided in all excavations in rock.
3. All overburden and spoil shall be left in a configuration
which is in accordance with accepted conservation practices
and which is suitable for the proposed subsequent use of the
land.
4. No small pools of water shall be allowed to collect or
remain on the mined area that are, 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. Permi,ttee 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.
1. Provided further, and subject to the Reclamation schedule,
the planned reclamation shall be to allow the quarry
excavation to fill with water, provide a permanent barricade
(fence) along the top of any highwall, and grade and
revegetate any areas in unconsolidated material.

Page 11 of 11
2.
The specifications for surface gradient restoration to a
surface suitable for the planned future use are as follows:
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 Condition 1.2A and B.
F. The affected land shall be graded to prevent the
collection of noxious or foul water.
Disturbed areas shall be permanently revegetated according
to the seedbed preparation and seeding schedule provided on
Drawing 8 of 8 of the site Plan and Grading Plan dated
October 1, 1987 and revised January 25, 1988.
4. Reclamatlan an:
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 March 4, 1988, modified August 8, 1988,
September 30, 1988, March 6, 1990, June 21, 1991 and
November 25, 1992, is hereby modified this 13th day of
April, 1993 pursuant to G.S. 74-52.
Charles H. Gardner, Director
Division of.Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

S TE MPROVEMENTS
LUCK, STONE CORPORAT ON
BURLNGTON PLANT
ALAMANCE
COUNTYN.C.
ALLEY, WILLIAMS, CARMEN, & KING, INC.
ENGINEERS & ARCHITECTS
740 CHAPEL HILL ROAD / P.O. BOX 1179
BURLINGTON, NORTH CAROLINA 27215
TELEPHONE: [phone]-
DATE: JUKE 41 1992
���°�l4►EC1
FEM 1(p�"F'}
LAND QUA-i l'i -�fTION
l`
i
"ALTERNATE DESIGN"

+
96" 96"
CMP 3'
96"
3'
/
WETLAND AREA NO. 1
3/4" ANCHOR BOLTS
19" APART
1•
60
80YD'S
CL CREEK
-
r
STEP
+ 4'Ca
PLACE RIP —RAP
4
- -
AT DISTURBED
rr
r
ENTRANCE OF
WETLANDS
I +
CULVERTS I
CONCRETE END TREATMENT
+
(3000 PSI)
s`
CLEARING
LIMIT
EXIST.
NOT TO SCALE
+
40' GRAVEL
EXIST. + O cai
SILT
FENCE
ROAD
20' GRAVEL 0. a,
-.
SILT
rn
ROAD / � `�
FENCE
+
J
+ Q .-
Y�
m
6„
�O
r
..
SLOPE
0
GAUGE)
w
+
DRAIN
TYPE '2 (12
Q
pjK Div.
SENDS
o
PROPOSED ry
'
UMINIZE0
1 5? MITERED
+
N 70° 12'
W
GRAVEL ROAD
3'
�� SPACING
33.00'
y
(45' TOPSILT
w
WIDTH)
FENCE
SILT
�
FEN E
\
O
+
\
N 86.23'46'
745 70
4 TRAVERSE LINE
CURVE DATA
N 88'09'30'
E
A — 56° 40'
CQNC. CLEARING
WALL LIMIT
O O
EXIST. 90'
CMP
\
S 8 1.04.68 , W 130.82
T — 50.0'
R — 92.73'
O O
\
L — 91.71'
D — 61" 47' 15"
O
WETLANDS \
RIP —RAP OUTLET
PROTECTION
SCALE: 1" = 50'
0+00 1+00
2+00 3+00
4+00
0+00 1+00 2+00
SCALE:
1"
50'
HOR"
1"
= 5'
VERTo
Z
0
U
0
r,
r
0
+
0
a
0
580
FINISH
GRADE
PROFILE
580
N
O
FINISH
GRADE
18" DIV.
DIKE
7/7
1 B"
RCP
COMPACTED
FILL
95% MOD.
ROCTOR
570
570
v
(3)
130 LF OF
96„
1,
STEP
1'
CMP ®
1.1 a
STEP
3-96" ULTIA
FLO
vj
CONCRETE
ALUMINIZED
END
CLASS
1 RIP RAP
STEEL TYPE
2
TREATMENT
INV.-
100'
NG X 64'
IDE
560
12 GAUGE
STONE BEDDING
L
560
3'
563.80
INV.—
562.40
(UNDETO 0
ICGINAALNGRA GRACE)
RIP —RA
TO SPRING
LINE
_
2"
UNDERLAY
RIP —RAP
W GEOTE
ILE
d„= 12 in.
'+c•,,,
!
FILTER FABRIC
cl m= 18 in
Thickness
in.
`�
'
=
27
T RN
E D
.a
ALTERNATE"
lley, wMiams,
carmen, & k;ng, inc.
° ` 6/4/92
STORM DRAINAGE
� 92005
E1740
NGINEERS
& ARCHITECTS
III I
VU/
III
K
��� ��IBURLINGTON
1
PLANT
920059
IMPROVEMENTS
���'�
chapel hilt rood
p.o. box 1179
V
Alamance County,
N.C.
WDF
1
urlington, n.c. 27215
919/226-5534
Corporation
wccxru
WETLAND CROSSING
FKH
a<,

VARIABLE AS DIRECTED BY THE ENGINEER
CR MAY 1
MIN. 10 GA
LINE WIRE
00
ow1
0o Lna
sa
GENERAL NCTESi
WIRE FABRIC
FENCE FABRIC SHALL BE A MINIMUM OF
FILTER FABRIC
32' IN WIDTH AND SHALL HAVE A
of
MINIMUM OF 6 LINE MIRES WITH 12'
STAY SPACING.
a
30'
32' MIN. WIDTH
FILTER FABRIC SHALL BE MIRAFI 100
FILTER FABRIC
FABARIC OR EQUIVALENT, BURLAP
CANNOT BE USED WHERE SILT FENCE IS
1i
TO REMAIN FOR A PERIOD OF MORE THAN
`0
4
30 DAYS.
v
STEEL POSTS SHALL BE 5'-0' IN HEIGHT
AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE.
_
ANCHOR SKIRT MINIMUM OF 6'
WOOD POSTS SHALL BE 6 TO 7 FEET IN
HEIGHT AND 3 TO 4 INCHES IN DIAMETER,
WIRE FABRIC SHALL BE FASTENED TO
6'
WOODED POST WITH NOT LESS THAN I9
GA.
WIRES
WIRE STAPLES 1 1/2' LONG. ALTERNATE, IN LIEU OF BURYING SKIRT, 6' OF R5 STONE
MAY BE USED TO ANCHOR SKIRT.
TEMPORARY SILT FENCE
PERMANENT AND TEMPORARY
SEEDING SPECIFICATIONS
LIMIT 0rtLr1Y, IM . TM P rn MINI, 3 OUTLINED IN
M 010.114 FROPM, M MIM AMA n13T1tn In n T
wWTexrlw PALL IF MIN%= VM4 A POPAlpll n ATln 14.VT
M ISTMIR➢ APAt IIYA1 BIT .INDAILL[➢ In ,AI IM. nil
SOIL NWTIO6 WILL 1MAnWAIl FOR OxPSIILL mA"IIMp1T Pr
UNEA. AVAILABLE TP=IL IWIL t K6 mMITIE LII[ITOR
YIML " LIE➢ AT M YTl P A I40 L6. 1P uC AIO A Flh
u mEnLna �alm m3 WLAiL i AIWLILD Ar A rrz P ue
,%PLIED m DISTURBER New �IKio'THY mueIMIL 2ocsai n
mA-JETIw YLTW A ETC➢(] A M'W RIu S IMLL L
LIGHTLY <9V{ED ANTI =IL IWIL F1Y(D. STRAW HLw INYL WE
APPl�Fn m M man NLw Ar M Prz P -ILe wn M Iwo
_. AWD TACKED.
TrsarY SEEDING vMEIFIPTII3a
RATES Prz vA:IL
LIWSHM raw
FPTILIm usLrlo no
M (BRAIN) Zee
A - STAIN L TAP 4000
PT I - WR. la
LFVTIILIm uo-o-ul °mma
Q MILUY go
HLP - STPY L TAIX 60"
L
ILIM uo-1 aln
one
wE (uIN)
Ire
Nuw - Snow L TAP
4060
SON:PLL FP
HNIVIDIM IWWOR
nOLTATIn OVER
10I11
Prz nAIZ
AN, I - -AN. fl
TAIL T[3Cl D
nL ie
M, PRIL 34
TALL IDOL rr
4mD LD
MAY I - ALT 32
TALL rEYTL To
L 14 MIW4SI to
A.G. I - MT. 31
TALL MIDUE IDD
ARAN HYw= v
Compacted soil 2'
I -a min vI
1� }
�(. 18' min
�I �Iai�llu�illl�IIIIC--dlll®Ilil �
6 typical
alley, Williams, Carmen, & king, inc.
E N G I N E E R S BIT A R C H I T E C T S
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 919/226-5534
F10W
Y
ruIMTOL'MPMATMW
P.I.
1 .. 10 fluff M ,wvu
aW OVAR10 PA f.T I115
Mlle
1 N . a6l mwm pPIwC tY.
IOOMMIYV MOWM
ANTI M ,umy PI O'R
LAI�'AL wr"u nf� 'L
A RIP � A mr
f.•IC YM➢ M MiN1ID
M.m, M AWM� NO A
fWpMl4l
OUTLET
PROTECTION DETAIL
OUTLET PROTECTION
CONSTRUCTION SPECIFICATIONS
T. ENSURE THAT THE aBCRADE FOR TMSE MTEP MID RIFIRM FOLLp1F5
THE RE0 M CRIES MO GRADES SHOWN w THE PUN. COMPACT
ANY FILL REQUIRED W THE SUSGWM TO THE DENSITY OF THE
SURROUNDING UMOISRIRBED "MR1,11. LOW ARTIST IN THE SUBGRADE
014 uN RaM SOIL MAY ALSO BE FILLED BY INCREASING THE
RPMUP THICKNESS.
2. THE RIPRAP AND ORAVEL INTER MUST CONFORM TO ME SPECIFIED
GRAfNNG UNITS SHOWN ON ME PLANS.
]. FlLTER CLOTH, PRIEN USED, MUST MEET DESIGN REQUIREMENTS AND
BE PROPERLY PROTECTED FROM PUNCHING ON TEMING DURING
INSAIIATNI. REPAIR ANY QAW6C BY REMOMNG ME RIPRM AND
PLACING ANOTHER PIECE OF FILTER CLOTH WER THE DNIADED xi
ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 R. IF
THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE MTFA CLOTH.
4. RIPRM MAY BE PLACED BY EQUIPMENT, BUT TUC CAKE TO AVOID
DAII.AMIG THE FILTER.
5. THE MINIMUM THICKNESS OF THE MUIP SHOULD BE 1.5 TUACS THE
MAXIMUM STONE DIAMETER,
a. RIPFM MAY BE FIELD STOW OR ROtXM DUMRY STONE. R SHOULD
BE HARD, ANGUIM, HIGHLY WEATHEP-IIE951AM AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRAPE WITH NO OVERFAIJ. AT THE
END. MAKE THE TOP OF THE RIJUP AT THE DOWNSTREAM END LEVEL
WITH THE RECEMNG AREA OR SUGHRY BELOW R.
a. ENaRE THAT THE APRON 15 PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A
CURJE IS NEEDED TO FIT SITE CONDmONS. PLACE 9 IN THE
UPPER SECTION OF THE APRON,
9. LBREDIATELY INTER CONSTMICTgN, STABIUZE AL DISTURBED
MEAS WITH KGCTATION.
MAINTENANCE
INSPECT RIPRAP OUTSET STRUCTURES AMR HEAW RAINS TO SEE IF ANY
EROSION MOUND OR BELOW THE RPRM HAS TAKEN PLACE OR IF STONES
HAVE BEEN DISLODGED. NUEDNTELY MARE AU, NEEDED REPAIRS TO
PREVENT FURTHER DAAUOC
DIKEMIN NM.
TOLD DORM STAKES
.,:IIII IIII
Cco T, _
ME I=IIII II �l III=
1_ III I- IIII 11 1= III I
o soACM 11=IIII=IIII
=IIII wLrr vlvE
STAIBUZOUTLET
r me ED .. - �.. Tf ll= IIIIII
O10n 1� IIII= II I1
=1 �IIIIIIII
SECT.
�.....�. �'
PLW N
STANDARD T-SECTION
SLOPE DRAINS
CONDUIT - CONSTRUCT THE SLOPE DRAIN FROM HEWY-WRY, FLEXIBLE
WTERULS SUCH AS NOnPCRF0IUTFD, CORRUGATED PLASM. ME OR
SPECIALLY DESCNED RExieLE TURNG. INSTALL PFINFORCET, HOLD-
DOWN GROMMETS OR SAKES TO ANCHOR ME CONDUIT AT INTERIAS NOT TO
EXCEED 10 R WITH T!E OUTLET END SECURELY FASTENED IN PLACE. THE
CONJV7 MUST EXTENT BEYOND THE TOE OF THE SLOPE
9NFA-P -wi CGKEAM :NE GKV.INIC[ W MC GICPE PWI OF A
sHNPAR9 EEGTwR oaY+c.
TEMPORARY MIERSION - USE AN EARTHEN DIVERSION mill A ME AIXE
TO DIRECT SURFACE RUN-OFF MO THE IEIIPDPARY SLOPE OMIL THE
HECK OF THE RIDGE Oral THE OWN WHOUTT SHALL BE A MINMUY OF
1.5 FEET AND AT LEAST a INCHES MGHG THAN THE ADIOMIND RICGE ON
EITHER SIDE. THE LOWEST PANT Of THE DIVERSION RIDGE SHOULD BE A
MINRNMN OF I R ABOVE THE TOP OF THE DRAIN SO THAI DCSCH ROW
CA1 FREELY ENTER THE PPE
CONSTRUCTION SPECIFICATIONS
1. SLOPE OWNS ON UN015TU 501. 011 FURL-COYPKTED FILL AT
LOCATIONS AND EISYATIDN9 9NOWN ON THE P S,
2. SUGHRY SLOPE THE SECTOR OF PPE UNDER THE ME TONMJ
ITS PFILET.
3. WHO TAWP THE SOIL UNDER AND MOUND THE ENTRANCE SECTION IN
LIFTS NOT TO EXCEED 9 INCHES.
4. ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS
MINIMUM WENS10NS OF 11 FT OEDTH, 4 Ft TOP 'WIDTH. AND 3'A
SIDE 50PFS.
5. ENSURE THAT AL SLOPE DARN CONNECTIONS ME WAIERTIGK.
S. ENSURE THAT ALL FILL MATERIAL IS VEL-COMP14TED. SECURELY
FASTEN THE EXPOSED SECTION OF THE OWN WITH GROMMETS OR
STAKES SPACED NO MORE THAN 10 FT MART.
7. EXTEND THE DRAM BEYOND THE TOE OF THE SLOPE AND ADEDwTELY
PROTECT THE OUTLET FRDI EROSION.
L WAKE THE SEFTED. COMPACTCO ME RIDGE NO LESS THAN I R
ABOVE THE TOP OF THE PIPE AT EVDJn POINT.
FMN7RQYNCE
INSPECT THE SLOPE DUN AND SUPPORIWG DIVERSION AFTER EVERY
RAINFALL AMID PROMPTLY WAKE NECESSARY REPAMIS. WHEN THE PROTECTED
AREA TNT BEEH PCRWvaITLY STABILIZED, TEMPORARY MEASLAES MAY BE
RJWED. WTCIIOIS tlSP25FD M PRCMRLY. AND ALL DISTURBED AREAS
STABRIZED APPROPRIATELY
IJtT Cvl' STONE
Corporation
STORM DRAINAGE CALCULATIONS
BOYD'S CREEK CROSSING
DRAINAGE AREA = 1450 AC.
USING BASIN LAG TIME METHOD TO ESTIMATE
STORMWATER FLOW FOR 25 YR. STORM EVENT
1. DETERMINE LAG TIME
T = 0.49 (L/JS)D' I-0'S7
WHERE:
T = LAG TIME IN HRS.
L = LENGTH OF MAIN WATER COURSE IN MILES
S = STREAM BED SLOPE IN F7/MI
I = IMPERVIOUS RATIO
L = 12300'/5280' = 2.33 MI.
S = 135'/2.33 MILES - 57.9 FT./MILES
T = 0.49.5x 0.6"= 0,36 HRS.
Qn STORM`` = 790 x AD71x T-0.42
WHERE A = AREA IN SQ. MILES = 1450/640 = 2.266
T = LAG TIME IN HRS = 0.36 HRS
Q = 790 (2.266r 71(0.36)�Q
0 = 2169 CFS
INLET CONTROL
TWIN PIPE CULVERT
0 = 2169 CFS = 1085 CFS
2
USING 120" CONCRETE LINED CMP
HEADWATER DEPTH = 12.94
HW/D = 1.29
USE 2-120' PIPES
ALTERNATE
TRIPLE PIPE CULVERT
i= 21(o`i c es E 923 CFS
3
USING ULTRA PLO ALOI IAIPED
STEEL 'TYPE Z T" IPIP36
HIBAIDWAT62 DEPTH - I2.1
µW/o = 1,5
2. DNERSION DITCH CROSSING
on = CIA
C = 0.60
1 = 6.8 IN/HR
Tc = 10 MIN
A = 2.2 ACRES
0 = 0.6(6.8)(2.2) = 8.9
USING lff RCP UNDER INLET CONTROL
HEADWATER = 1.84
HW/D = 1.23 (ACCEPTABLE)
CONSTRUCTION SEOUE
1, OBTAIN ALL LOCAL, STATE, AND FEDERAL PERMITS.
2. HOLD A PRECONSTRUCTION CONFERENCE ON SITE WITH THE NC DEPT. OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES - LAND QUALITY SECTION.
3. CLEAR AND GRUB AREAS TO REACH AND INSTALL PERIMETER EROSION CONTROL DEVICES.
4. INSTALL PIPE AND RIP -RAP INLET AND OUTLET PROTECTION,
5. FILL AND GRADE OVER PIPE.
6. INSTALL DIVERSION DIKE AND SLOPE DRAIN WHERE SHOWN.
7. SEED, MULCH AND TAC SLOPES.
B. STONE ROADBED.
9. AFTER ALL AREAS ARE STABILIZED, REMOVE TEMPORARY DEVICES AND STABILIZE THOSE
BARE AREAS WITH VEGETATION, RIP -RAP OR COMBINATION.
NOTE: LIMIT WETLAND DISTURBANCE AND EXPOSURE TIME. CHECK ALL EROSION CONTROL
DEVICES AFTER EACH RAIN FOR NECESSARY MAINTENANCE,
BURLINGTON PLANT
Alamance County, N.C.
REVISED 2/12/93 "ALTERNATE DESIGN"
Rev. 7120I98 C L7PFwATE Cgccuc,gT/oA75)
6/4/92 De No.92005
005C EROSION CONTROL;..
WDF
Ia1ECIa0 FKH
DETAILS
1
id

DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
March 5, 1993
M E M O R A N D U M
TO: Tony Sample:..
I
FROM: Doug Mille !
RE: Luck Stone Modification
Permit 1-08
Alamance County
R,cct,
*0
Qtlkrry s
crov
Review of the site recently found no significant problems the
crossing should cause except for the widening of the
stream in the area of the pipe installation. The new
pipes will likely broaden the creek even more than the
previously approved pipes as the total diameter is more
plus the additional gapping needed between the pipes for
compaction.
Please contact us if you need additional information.

MWPGCHECKLIST FOR Rfl�i G
Company luck -She-�-_ Coro- Project Name -_Jzc�r/1101,bl, P/a.J
Permit No. �/-09 County A-m o-x c Date Received _ Z —/� `93
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
*L_l New ❑ Renewal E Modification ❑ Transfer ❑ Release
❑ Additional Information Received and Attached for Review
Please .route to.
I� � 1-77 , - € Field office
❑ Wildlife Resources commission
* ❑ Archives and History
❑ Other:
Date Routed -'
Late Routed
Date Routed
Date Routed
suspense Date for Comments:— .1-0 p,,r�k !ram _ f.. (Date received +30 days,
not on weekend) -.
❑ Please note the following:
*SOSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office elloov Copy to File Pink Cope. to' Susan
�,i

alley, wi P-iams, carmen king, inc.
BURLINGTON OFFICE KANNAPOLIS OFFICE GREENSBORO OFFICE
ENGINEERS AND ARCHITECTS CONSULTING ENGINEERS ENGINEERS AND ARCHITECTS
p.o, box 1179 1 740 chapel hill road
burlinglon, north caralina 27216
telephone [phone]
fax 919?226.3034
February 12, 1993
p.o. box 12481 201 south main street
kannapolis, north carolina 20D82
telephone [phone]
fax 704l938.6810
Mr. Tracy E. Davis, E.I.T., Mining Specialist
Land Quality Section
Division of Environmental Managemnt
Department of Envi.romient, Health
and Natural Resources
512 North Salisbury Street
Raleigh, North Carolina 27611-7687
300 east wendover avenue, suite 403
greensboro, north earnlina 27401
telephone [phone]
fax 911WO.2563
PLEASE REPLY TO:
Burlington
92005
vED
W3
Subject: Plan Modification Request `•Luck stone Ccrporatic6A
N1) QUAJ I I StiCTIN
Burlington Plant - Pexmit Na`,l 1-OS # j
Alamance bounty, North Carolina I 1
Dear Mr. Davis:
On behalf of Luck Stone cored ration, we are `enclosing thel following plan
modification request ,for yourrevitr and approval . The proposed plan
modification is limited to-art_alternate`design_of_culv_erting the previously
approved access across"Boyd G7reek and- leaving tYieramaun df roadway fill and
alignment unchanged/The alternate design includes the installation of three
(3) 96" "U1tr flo" alumini2eI6 steel type 2 pipeslin lieu of the approved 120"
CMPS (concrete lined) pipes.1 This proposed change in materials should allow
for considerable savings in materiar-co"sts. We have enclosed two (2) sets of
plans showing the alternate design and11a $100. K modification fee.
i
Please do not hesitate to contact us if you havl�any questions or coffmnts.
Sincerely,
AVzK.
LLIAMS,
0---
Halt, P.
FKH/sj
encls.
CARMEN & Kam, INC.
E.
cc: Forrest Wiseman, Luck Stone Corp.
Doug Miller, DELI
RECEIVED
LAND QUALITY SECTION
LAURENCE A. ALLEY, PJ, IFFFERY D. MOODY, P.E. HERBERi A. CARMEN, A.I.A.
HAYWOOD S. KING, P.E. WAYNE R. PERRY, R.1.5. ' DE.METRIOS N. CAWNICOS. A.A.A., R.I.B.A,
FRAM K. I101.I, P.E. DARRELL 1. RUSSELL. P.E. KENNETH 0- STAFFORD, A.I.A.

•
•
ALLEY, WILLIAMS, CARMEN
& KING, INC.
ENGINEERS & ARCHITECTS
BURLING70N, NC 27215
70 7 n
HE O T
R6EIR OF_� � _ -
,.y n
rs ac:ia�crar z? ��;x 4,� r.r*_R-1 r4zn--;&:6wFffrz
W 19800
naflonsBank
Nationsl4ank of North Carnlino. N.A.
Burlington, INC 972*5
FOR1, 5 _ _ -
■p i lm IM IN N IN S IM
4�1 � � 06-9201531
le DOLLARS
ALLEY, WILLIAMS, CARM& KING, INC. -
f J PRES.
SEC- TREAS.
I

+
MP (I )2Cr
CMP
120"
CMP
/
3,
Fk7`r)'
WETLAND AREA NO. 1
3/4"
ANCHOR BOLTS
60"
MCA
eoTv's
� CREEk
t 8" APART -
4
- STEP
�
k3
+
PLACE RIP —RAP
AT DISTURBED
WETLANDS
ENTRANCE OF I + CULVERTS I
CONCRETE END TREATMENT
+
l
(3000
PSI)
y.
CLEARING
LIMIT
EXIST.
NOT to SCALE
+
SILT
40' GRAVEL
ROAD
I
EXIST, } y a
20' GRAVEL a
SILT
FENCE
FENCE
ROAD
+
+ a
\\
Q
Y
\
° 8"
SLOPE
DRAIN
GO
+
+
12a, C1AP5
Q°1K\Ory
2
CONC LINED ENQS
o
PROPOSED ti
'
S'1 MS(ERED
+
N 70° 12'
W
Fo
GRAVEL ROAD
3'
�� SPACING
33.00'
N
(45' TOPSILT
/+
a
WIDTH)
FENCE N
SILT
FEN
E
O
+
N B6'23'46' W
TRAVERSE VERSE LINE
74s.7o
illl
N 88'09'30' E
CURVE DATA
W
A - 56°40'
T - 50,0'
CDNC. CLEARING
WALL LIMIT
O O
0
EXIST. 90'
CMP\
g 85'10'36'
104.68 130.82
R - 92.73'
O O
\
L - 91.71'
D - 619 47' 13"
O
WETLANDS \
\
RIP -RAP OUTLET
PROTECTION
SCALE: 1" = 50'
0+00 1+00
2+00 3+00
4+00
0-100
1 +00
2+00
4(4, 'rFpC��/i
SCALE: 1 m
OR,
1„ �
ERT.
Ll
Lt
I
I
�
i
-
N
0
0o
580
FINISH
GRADE
PROFILE
580
FINISH
GRADE
1DIV.
E
DIKE
f-2%
S
RCP
COMPACTED
FILL
95% MOD.
PROCTOR
1'
STEP
570
570
130 LF OF
N
1'
(2)
12T CMP
1,1%
STEP
2-120" CMR
CONCRETE
CONIC. LINEC
END
CLASS
1 RIP -RAP
ALUMINIZED
TREATMENT
3'
NV.-
100'
NG X 64'
DE
ICE
560
STEEL
10 GAUGE
L
560
563.80
INV.-
562.40
(UNDE
TO ORIGINAL
CUT AND P
GRA
RIP -RA
)
12..
UNDERLAY
W/GEOTEX
RIP -RAP
-ILE
d„= 12 in.
FILTER FAEIRIC
dm.= 16 in
Thickness =
27 in.
lley, Williams,
carmen, & king, inc.
M2
6'4'92
STORM DRAINAGE
JOB M.
92005
01:ENGINEERS
& ARCHITECTS
���� Sr��lV� BURLINGTON PLANT9005eee�xa.
-
�' W.
40 chapel hill rood
P.o. box 1179
Alamance County,
N.C.
WDFIMPROVEMENTS
I
1urlington,
n.c. 27215
919/226-5534
Corporation
WETLAND CROSSING
oxacm Br:
FKH
w I

VARIABLE AS DIRECTED BY THE ENGINEER
rat MAY Y
MIN. 10 GA
LINE WIRE
ar- wso
1­0
ON
❑C3 ha
COOL
GENERAL NOTES,
T
MIRE FABRIC
FENCE FABRIC SHALL BE A MINIMUM IS
1
FILTER FABRIC
32' IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12'
STAY SPACING.
w
30,
32' MIN. WIDTH
FILTER FABRIC SHALL BE MIRAFI 100
y
r
FILTER FABRIC
FABARIC OR EQUIVALENT. BURLAP
CANNOT BE USED WHERE SILT FENCE IS
LL
a
TO REMAIN FOR A PERIOD OF MORE THAN
`0
1-
30 DAYS.
IM
STEEL POSTS SHALL BE 5'-0' IN HEIGHT
AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE,
ANCHOR SKIRT MINIMUM OF 6'
WOOD POSTS SHALL BE 6 TO 7 FEET IN
HEIGHT AND 3 TO 4 INCHES IN DIAMETER.
WIRE FABRIC SHALL BE FASTENED
T T TN R9
GA.
WIRES
WOO➢ED POST H WI LESS AN ALTERNal IN LIEU OF BURYING SKIRT, 6' OF R5 STONE
LIRE STAPLES 1 1/2'2' LONG. MAY BE USED TO ANCHOR SKIRT.
TEMPORARY SILT FENCE
PERMANENT AND TEMPORARY
SEEDING SPECIFICATIONS
Rem LWt lm Alm A�rtA)fS NE THE MPmTTOTS OUTLINED IN
M Wmilw P , M LMI! N Oia m" PO[CT
CONSTRUCTION aMLL K PIBWIM II M A POOWM Y TATIYE cma.
M OlT b All TALI N not TILLED) R IWIWIw. Wpm
MIL fA IIII L1AM "AY yA�L rROPELL[SiII1A InA X MOT IF
PDTL W GRAD. 0¢Pli)[ Iplm(
El l m: MLIED AT M MT: IF 4.000 Lai. M A MD A Ell
10 CONExc1AL rorTAlaR DIE SHALL P Il i NAT A RATE OF 1030
Las., MEN Ama M M BIiTErsD AREA. IT awl t MIIr Y
M/LILO WE OIDMm:O ATLAS A IM TB M F IM � ET
ra.cNETlw YIN A crmc same m CLOSE[ MILL. m SHALL m:
LIWLY C AM Oil Sol FROM STORY RLM amLl L
mIFO TI M S C Mi ATM RAW OF -In MILE MAY 1000
. FT. ARE TAFlITO.
TFFPIaAAT s¢Blw srccNlUll"
W.TEi RATE 9/�
JAN. I - MY I
rWI Il (lo-laln Pno
SITE (m IN) Goa
m - STRAW A TA • 0
MLIo 'a toga
Mno-LAT o-101 '40
IaAul - STORY A TACK 4000
AM 13 - ,AM. I
LINEiTma POOD
L ILIM u0-10-Im 1089
RR (WIN) )PO
MLDI - VERY L TACK 4000
sornAF Fal M IDIM AVMMnn
YEMTATIYE WYmI
BATE RAIN: 4.AFS
Aw. 1 - LW. 31
TALL in=
100
M
SO
)n.I - Al Ba
TIN RSA
as
LImWLS
EO
MY 1 - LAT DI
WE 1 - OCT. 31
TALL rEYli 100
MOM wpin 58
Compacted soil 2'
\ I-az min AEI
11 +
A. .IUIY ,11 16 min
6 typical
TEMPORARY DIVERSIONS
STADUZED
DUE
PROTECTION
Mth,D VO N STAKES
PLASTIC
PIPE ATEO
MPE
10• SPACING
MT0,
1. La a IM IDNM OF M AKIN
o MOM MAMA
TRA %w4WR Wf MI 1.13111
ROPE Or
B W A MITI mYm tivwp n-
mo RI APRON UP M 01YWA
M,aD TO mnaATmMwe
All M W 7KW
Bva a ro M TRW M
M,M aMxwi a Na
nTu a.vn OR ma
PANIC SMAJEE AT 00TALUEED
,MMm.wL
OUTLET
PROTECTION UEEAIL
OUTLET PROTECTION
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT ME SUBGRAOE FOR THE PETER AND RPRAR FOLLOWS
ME REWIRED ONES AND GRADES SHOWN IN ME PUN. COMPACT
ANY FILL REWIRED IN ME SUBGRAOE TO THE DENSITY OF ME
SURROUNDING UNDISTURBED MATERIAL. LOW All IN ME SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FATED BY ENCREASIMG ME
RIPRIP THICKNESS.
2. ME RIPRAR AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING OMITS SHOWN DN ME Puns.
3, FILTER CUM, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND
BE PROPERLY PROTECTED FROM PUNCHING OR TEARING WRING
INSTALLATION. REPAIR ANY DAMAGE BY REMOVING ME RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER ME DAMAGED AREA.
ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF
ME CAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAR MAY BE PLACED BY EOOPUENT, BUT TAKE CARE 70 AVOID
DAMA.l ME FILTER.
5. ME MINIMUM THICKNESS OF ME RIPRM SHOULD BE 1.5 DINES ME
MAXIMUM STONE DAUNITR.
W. RIPRAP MAY BE FIELD STONE OR ROUGH OIIARRY STONE. R SHOULD
BE HARD, ANGUWt. HIGHLY WEAMFA-RESISTANT AND WELL OWED.
7. CONSTRUCT THE APRON ON ZERO GRADE WOH NO OVERFALL AT ME
CND, MAKE THE TOP OF ME RPRAP AT ME DOWNSTRE.W END LEVEL
WITH ME RECEMNG AREA OR SLIGHTLY BELOW O.
B. ENSURE THAT ME MRON 15 PROPERLY "NED WDN ME RECEll
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGM. IF A
CURVE IS NEEDED TO FIT SORE CONORIONS, PUCE R IN ME
UPPER SECTION OF ME APRON.
9. IMMEDIATELY AFTER CONSTRUCTION. STABILIZE Al DISTURBED
AREAS WITH VEGETATION.
MAINTENANCE
INSPECT FEPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSKM AROUND ON BELOW ME RIPRAP WAS TAKEN PLACE OR IF SICTI S
HAVE BEEN NS ICal IMMED4LTELY MALE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE
c
DIKE
INN. IS' MN.
_
LTN IIII IIII INLET PPE
k=IIII
:IIII
JII
4• INN.
rLEVEL I
SECT. .'.....
PLAY VIEW
STAROARO T-SECTON
SLOPE DRAINS
CONDUIT - CONSTRUCT ME SLOPE DRAIN FROM HEAVE -DUTY. FLEXIBLE
MATEFU S SUCH AS NOMPERFORATTD, CORRUMATED PIASTC PIPE DR
SPCCULLY DESCNED FLEXI u 1UBMG. INSTALL REINFORCED. HOID-
DOWN GROMMETS OR STARES TO ANCI1O4 THE CONDUR AT MiCMALS NOT TO
EMCEED 10 R OEM ME OUTLET END SECURITY FASTENED IN PLACE. ME
CONDUIT MUST EXTEND BEYOND ME TOE OF THE SLOPE
MFTRAIaOE CDA15iRMQ ME QGR1110E TG ME SLOPE CRNAI OF A
7.10 ASH T-56Gi10M F OOIGING.
TEMPORARY DIVERSION - USE AN CARMEN ONERSCN WITH A DIKE RIDGE
TO DIRECT SURFACE RUN-07 14TO ME TEYPORMY SLOPE D0. ME
HOLM OF ME RIDGE OVER ME DUN CONDOR SM411 BE A "MUM OF
14 FEET AND AT LEAST 5 INCHES MGM" THAN ME ADJO NG RIDGE ON
CRHER SOL ME LOWEST POINT OF ME DNERSKM 1110GE SHOULD BE A
MINIMUM OF I FT ABOVE ME TOP OF THE DRAIN SO THAT DESIGN ROW
CAM FREELY ENTER ME PIPE
CONSMUCTCN SPECIFICATIONS
1. SLOPE DRAINS ON UNDISTURBED SGL OR WELL -COMPACTED FULL AT
LOCATIONS AND ElEYATIONS SHOWN W ME PaVii
2. SLIGHTLY SLOPE ME SECTION OF PPE UNDER ME DIKE TOWARD
Ins Gel
3. HAND TAMP ME SOIL UNDER AND AROUND ME ENTRANCE SECTION IN
LEFTS NEW TO EXCEED A INCHES.
4. ENSURE THAT FILL OVER THE GRAIN AT THE TOP OF ME SLIME HAS
MINIMUM DIMENSIONS OF 1.5 FT DEPM. 4 Fr TOP Wal AND DI
ME SLOPES.
S. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ME WATERTIOM.
C. ENSURE MAi ALL FELL MATERIAL IS WE1L-COMPACTED. SECURELY
FASTEN ME EXPOSED SECTION OF ME DRAIN WARM ORD M OR
STAKES SPACED NO MORE MAY 10 R APART.
7. EXTEND THE DRAIN BFYdUD ME WE OF ME SLOPE AND ADEOUAMY
PROTECT ME OUTLET FROM EROSION.
B. MAKE ME SETTLED, COMPACTED DIKE RIDGE NO LESS THAN i FT
ABOVE ME TOP OF ME PIPE AT EVERY Pi
WAIW IN:CE
INSPECT ME SLOPE DRAIN AND SUPPORTING ONERSIOM AFTER EVERY
RAINFALL Al PROMPTLY MAKE NECESSARY RERARS. WHEN ME PROTECTED
AREA HAS BEEN PERMAREtFTLY STABILIZED, TEMPORARY MEASURES WAY BE
REMOVED, MATERIALS OISPOSED OF PROPERLY, AND ALL DISTIRBE➢ AREAS
STABIll APPROPROLl
STORM DRAINAGE CALCULATIONS
BOYD'S CREEK CROSSING
DRAINAGE AREA = 1450 AC.
USING BASIN LAG TIME METHOD TO ESTIMATE
STORMWATER FLOW FOR 25 YR. STORM EVENT
1. DETERMINE LAG TIME
T = 0.49 (L/./S)OA I"
WHERE:
T OR LAG TIME IN HRS.
L = LENGTH OF MAIN WATER COURSE IN MILES
S = STREAM BED SLOPE IN FT/MI
I = IMPERVIOUS RATIO
L = 123001/5280' = 2.33 MI.
S = 135'/2.33 MILES = 57.9 FT./MILES
T = 0.49Bx 0.6-0'S= 0.36 HRS.
l STORM = 790 x A°T'x T-0AQ
WHERE A = AREA IN SQ. MILES = 1450/640 = 2.266
T = LAG TIME IN HRS = 0.36 HRS
Q = 790 (2.266)P" (0.36)"
Q = 2169 CFS
INLET CONTROL
TWIN PIPE CULVERT
Q = 2169 CFS = 1085 CFS
2
USING 120' CONCRETE LINED CARP
HEADWATER DEPTH = 12.94
HW/D = 1.29
USE 2-120M PIPES
2. DIVERSION DITCH CROSSING
Qw = CIA
C = 0.60
1 = 6.8 IN/HR
Tc = 10 MIN
A = 2.2 ACRES
0 = 0.6(6.8)(2.2) = 8.9
USING 1 RCP UNDER INLET CONTROL
HEADWATER = 1.84
HW/D = 1.23 (ACCEPTABLE)
CONSTRUCTION SEGUE
1. OBTAIN ALL LOCAL, STATE, AND FEDERAL PERMITS.
2. HOLD A PRECONSTRUCTION CONFERENCE ON SITE WITH THE NC DEPT, OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES - LAND QUALITY SECTION.
3. CLEAR AND GRUB AREAS TO REACH AND INSTALL PERIMETER EROSION CONTROL DEVICES.
4. INSTALL PIPE AND RIP -RAP INLET AND OUTLET PROTECTION.
5. FILL AND GRADE OVER PIPE.
6. INSTALL DIVERSION DIKE AND SLOPE DRAIN WHERE SHOWN.
7. SEED, MULCH AND TAC SLOPES.
8. STONE ROADBED.
9. AFTER ALL AREAS ARE STABILIZED, REMOVE TEMPORARY DEVICES AND STABILIZE THOSE
BARE AREAS WITH VEGETATION, RIP -RAP OR COMBINATION,
NOTE: LIMIT WETLAND DISTURBANCE AND EXPOSURE TIME. CHECK All EROSION CONTROL
DEVICES AFTER EACH RAIN FOR NECESSARY MAINTENANCE.
HIE: .IL9 HD.
alley, Williams, Carmen, & king, inc. e/4/92 92005
ENGINEERS & ARCHITECTS ���� STONE BURLINGTON PLANT Goa90D5C EROSION CONTROL 9NEE q.
740 chapel hill road p.o. box 1179 Alamance County, N.C. OMM". DETAILSEl 1
burlingfon, F.D. 27215 919/226-5534 WDF
Corporation ��D R' FKH OR

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of land Resources
James G. Martin, Governor November 25, 1992 Charles H. Gardner, F.G., P.E..
William W. Cobey, Jr., Secretary Director and State Geologist
Mr. Forrest E. Wiseman
Luck Stone Corporation
P.O. Box 29682
Richmond, Virginia 23229
Re: Permit No. 1-08
Burlington Quarry
Alamance County
r
Dear Mr. Wiseman: --'
Your recent request to have Mining Permit No. 1-08 for the
Burlington Quarry in Alamance County modified to allow the installation
of an additional creek crossing near the existing quarry area and the
associated sediment and erosion control measures as indicated on the
Erosion Control Plan dated September 30, 1992, the Storm Drainage
Improvements Plan dated June 4, 1992, and the Erosion Control Details
Sheet dated June 4, 1992 has been approved.
Attached are revised pages 4, 7 and 8 of your existing permit
reflecting the modified permit conditions related to this modification
request and the current refuse disposal conditions. I respectfully
request that this letter of approval and revised pages be permanently
attached to your existing mining permit.
If you have any questions, please contact Mr. Tracy Davis, Mining
Specialist, at [phone] or me.
Sincerely,
C Charles H. Gardn_e.1r, P.G., P.E.
CHG/TE D/BBC
Attachments
cc: Mr. Doug Miller
Geological Survey sccdoa land Quality 5ccdon crvdelic Survey scct on
[phone] [phone] [phone]
P.C. Sox 27687 a italeiglt, N.C. 27611-7687 •'telephone [phone]
An Equal Opportunity Af(irmadve Action Empinyxr

4.
Page 4 of 10
B. The buffer zones shown on the Erosion "Control Plan dated
October 1, 1987 and revised January 25, 1988 and April 16,
1991 shall be maintained to prevent caving of any adjoining
property and to allow grading of the side slopes to the
required angle. These buffer zones, with the exception of the
installation of required sediment and erosion control
measures, shall remain undisturbed.
A. Adequate mechanical
diversions, earthen
structures, rip rap
initial stages of
prevent sediment frc
or into any lake or
affected land.
barriers including,., but not limited to
dikes, silt check dams, silt retarding
pits, or ditches shall be provided in the
any land distu0rFbince and maintained to
im discharging onto adjacent surface areas
natural watercourse in proximity to the
B. The Erosion Control Plan dated October 1. 1987 and revised
January 25, 1988, June 30, 1988, July 29, 1988, September 12,
1988, January 15, 1990, and April 16, 1991 shall be followed.
C. Energy dissipators shall be provided at all pipe outlets and
shall be constructed, at a minimum, of Class B stone at a 22
inch thickness, 12 feet long, and as per the Rip -Rap Apron
Detail on sheet 3 of 3 of the revised Erosion control Plan
dated April 16, 1991.
D. The installation of the creek crossing near the existing
quarry area shall be constructed as indicated on the Erosion
Control Plan dated September 30, 1992, the Storm ❑rainage
Improvements Plan dated June 4, 1992, and the Erosion Control.
Details Sheet dated June 4, 1992.
E. An erosion and sediment control plan(s) shall be submitted to
the Department for approval prior to any land disturbing
activities not indicated on the remised erosion control plans
or mine maps submitted with the approved application for the
renewal of this mining permit. such areas include, but are
not limited to, expansion outside of the pit area, additional
creek crossings, or expansion of overburden disposal areas.
5. Groundwater Protection
A. The five observation wells denoted as B-1, B-8A, B-BB, B-SC
and B-9 on the Mine Map dated October 1, 1987 and revised
January 25, 1988 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.

Page 7 of 10
9. High} Wall Barrier
A physical barrier consisting of a 48 inch American wire fence with,
2 strands of barbed wire (total of 60 inches overall height) shall
be maintained at all times around the perimeter of any highwall to
prevent inadvertent public access.
10. Visual screening
A. Existing vegetation shall be maintained between the mine and
public thoroughfares whenever practical to screen the
operation from the public.
B. Berms shall be located and constructed -as shown on the Erosion
Control Plan dated October 1987 and revised January 25, 1988,
January 15, 1990 and April 16, 1991. Said berms shall be
constructed prior to initiating quarrying- activities. In
addition to grasses, the berms shall be planted with mixed
evergreen seedlings on a minimum 6x6 staggered spacing.
i
C. Berm F shall be constructed as materials come available and
according to the revised Erosion control Plan dated September
13, 1988 and April. 1.6, 1991.
1.1. PAan 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 the renewal of this mining permit.
Approval to implement such changes must be obtained from the
Department prior to on -site implementation of the revisions.
12. Ref13S.e„._Disposal
A. No on -site disposal of refuse or other solid waste that are
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 Solid Waste Management and the Land
Quality Section, Department of Environment, Health 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 Solid Waste
Management. No petroleum products, acids, solvents or their
storage containers or any other material that maybe considered
hazardous shall be disposed of within the permitted area.

Page S of 10
13. Annual Reclamation -Reports,
An 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 $50,000.00 Irrevocable Letter of Credit is sufficient to
cover the operation as indicated on 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. ,��la_eolgaisal__Resourcea
Authorized representatives of the Division of Archivgsr.and History _
shall be granted access to the site to determine the presence of
significant archaeological resources.

e 1 s
State of North Carolina
Department of Environment, Health, and Natural Resources
` Division of Land Resources
James G. Martin, Governor
Wiliam W. Cobey. Jr., Secretary
June 21, 1991
Mr. Forrest E. Wiseman
Luck Stone Corporation
P. U. Box 29682
Richmond, Virginia 23229
RE: Permit No. 1-08
Burlington Quarry
Alamance County
Dear Mr. Wiseman:
Charles H. Gardner
Director
Your recent request to have Mining Permit No. 1-08 for the Burlington
Quarry in Alamance County modified to include site grading and erosion
control measures relating to the Berm "F" extension and the Stripping Area
Extension 1991 as specified by the revised Erosion Control Plan dated April
16, 1991 has been approved. 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 dining Act
of 1971. The expiration date, mine name and permit number shall remain the
same as before the modification.
The issuance of a mining permit and/or any modification to it does not
supercede local zoning regulations. The responsibility of compliance with
any applicable zoning regulations lies with you.
Please review the modified permit and advise this office at (919)
733-4574 should you have any question concerning this matter.
Sincerely,
(nciyn
Togop
avis, E.I.T.
cialist
Land Quality Section
TED/se
Enclosure
cc; Mr. Doug Miller
P.O. hoot Z7687 • Raleigh. N.C. 27611-7687 • Telephone [phone]
An Equal Opportunity AMrmadve Action Employer

DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions ,of G.S. 74-46 through 68,
"The Mining Act of 1971," Mining Permit Regulation 15A NCAC
5 B, and other applicable laws, rules and regulations
Permission is hereby granted to:
Luck Stone Corporation
Burlington Quarry
AIamance County - Permit No. 1 - 08
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.

Page 2 of 10
In accordance with the application for this mining permit, which is hereby
approved by the Department of Environment, Health 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
A. September 30, 1988: This permit has'been modified to include a second
entrance (access road) to Highway 49 and the addition of a new berm (Berm
F) along the western property line.
B. March 6, 1990: This permit has been modified to include the development of
the Related Use Area; the extension of Berm "D" along the southern property
line, and the designation of the new haul road immediately west of the
quarry area as denoted in the modification request and revised Erosion
Control Plan dated January 24 and January 15, 1990, respectively.

Page 3 of 10
C. June 21, 1991: This permit Tias been modified to include site grading and
erosion control measures relating to the Berm"F" extension and the
Stripping Area Extension 1991 as specified by the revised Erosion Control
Plan dated April 16, 1991.
Expiration pate
This permit shall be effective from the date of its issuance until March 4,
1998.
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:
1. Wastewater and Quarry Dewatering
Any wastewater processing or mine dewatering shall be in accordance with
the requirements and rules promulgated by the Environmental Management
Commission.
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 Environmental Management Commission.
B. The access (plant entrance) road shall be paved from its ,function with
Sandy Cross Road (SR 1752) to Station 4 f OQ shown on Sheet No. 7 of 8
of the Site Plan dated October 1, 1987. 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. Sufficient buffer shall be maintained between any affected land and any
adjoining waterway to prevent sedimentation of that waterway from
erosion of the affected land and to preserve the integrity of the
natural watercourse. In particular, a 50 foot wide undisturbed
buffer zone shall be maintained between Boyd's Creek and any land
.disturbing activity.

Page 4 of 10
B. The buffer zones shown on the Erosion Control Plan dated October 1,
1987 and revised January 25, 1988 and April 16, 1991 shall be
maintained to prevent caving of any adjoining property and to allow
grading of the side slopes to the required angle. These buffer zones,
with the exception of the installation of required sediment control
measures, shall remain undisturbed.
4. Erosion and Sediment Control
A. The operator shall notify the Winston-Salem Regional Office, Land
Quality Section, at least'48 hours prior to initiating land disturbing
activities indicated in the approved application for a mining permit.
B. Adequate mechanical barriers including, but not limited to diversions,
earthen dikes, brush barriers, silt check dams, silt 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 or natural
watercourse in proximity to the affected land.
C. The Erosion Control Plan dated October 1, 1987 and revised January 25,
1988, June 30, 1988, July 29, 1988, September 12, 1988, January 15,
1990, and April 16, 1991 shall be followed. 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. Such areas include, but are not limited to, expansion
outside of the initial pit area (12.0' acres), creek crossings, or
expansion of overburden disposal areas.
D. Energy dissipators shall be provided at all pipe outlets and shall be
constructed, at a minimum, of Class B stone at a 22 inch thickness, 12
feet long, and as per the Rip -Rap Apron Detail on Sheet 3 of 3 of the
revised Erosion Control Plan dated April 16, 1991.
5. Groundwater Protection
A. The five observation wells denoted as B-1, B-8A, B-8B, B-8C, and B-9 on
the Mine Map dated October 1, 1987 and revised January 25, 1988 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.

Page 5 of 10
B. The observation wells shall be drilled wells cased into consolidated
rock and grouted to the surface. The wells (boreholes) shall be
extended to the first water bearing zone in the consolidated rock. The
wells shall be secured against unauthorized entry with a lockable cap.
The necessary permits to construct these wells shall be obtained from
the N.C. Division of Environmental Management, Groundwater Section.
C. The observation wells shall be monitored quarterly at the same day and
approximate time of day. The static water levels shall be referenced
to a datum point with 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 month. Static water level
monitoring frequency may be increased or decreased following the
initial twelve (12) month period 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
offsite damage because of siltation, shall be planted or otKerwise
provided with groundcover, devices or structures sufficient to restrain
such erosion.
B. Overburden cut slopes along the perimeter of the pit shall be graded to
a minimum 2 horizontal to 1 vertical and shall be stabilized within 60
days of completion.
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.
6. Blasting
The operator shall provide to the Department a copy of any pre -blast
surveys conducted. Furthermore, the operator shall provide to the
Department a copy of the findings of any seismic studies conducted at this
facility. The operator shall make every reasonable effort to incorporate
the report's recommendations into the production blasting program,

Page 6 of 10
The following blasting conditions shall be observed by the operator to
prevent hazard to persons and adjacent property from thrown rock or
vibrations:
A. In all blasting operations, except as hereinafter otherwise provided,
the maximum peak particle velocity of any component of ground motion
shall not exceed 1 inch per second at the immediate location of any
building regularly occupied by human beings such as dwelling house,
church, school, public building, or commercial or institutional
building. The operator shall monitor each blast with a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as
measured at the immediate location of any regularly occupied building
such as any dwelling house, church, school, public building, or
commercial or institutional building.
C. The operator shall take all reasonable precautions to insure that
flyrock is not thrown beyond areas where the access is temporarily or
permanently guarded by'the operator. Should flyrock occur beyond the
guarded area or the levels in Items A and B above are exceeded, the
operator shall report the incident to the Department immediately and
further use of explosive at the site shall be immediately suspended
until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the incident shall
be conducted.
2. A satisfactory report detailing the investigation shall be
provided to the Department within 10 days of the incident. Said
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 site. Failure to take corrective measures
to prevent flyrock and repeated instances of flyrock shall be
considered a violation of this permit.
D. 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; and blast location. Records shall be maintained
at the permittee's mine office and copies shall be provided to the
Department upon request.
E. The operator shall, when requested by the Department, give 24 hour
advance notice to the Land Quality Section prior to any blast during a
period for which notice is requested.

Page 7 of 10
9. High Wall Barrier
A physical barrier consisting of a 48 inch American wire fence with 2
strands of barbed wire (total of 60 inches overall height) shall be
maintained around the permeter of any highwall to prevent inadvertent
public access.
10. Visual Screening
A. Existing vegetation or vegetated earthen berms shall be maintained
between the mine and public thoroughfares whenever practical to screen
the operation from the public.
B. Berms shall be located and constructed as shown on the Erosion Control
Plan dated October, 1987 and revised January 25, 1988, January 15,
1990 and April 16, 1991. Said berms shall be constructed prior to
initiating quarrying activities. in addition to grasses, the berms
shall be planted with mixed evergreen seedlings on a minimum 6x6
staggered spacing.
C. Berm F shall be constructed as material becomes available and according
to the revised Erosion Control Plan dated September 13, 1988 and April
16, 1991.
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. Approval to implement such changes must be obtained from
the Department prior to on -site implementation of the revisions.
12. Refuse Disposal
No on -site disposal of refuse or other solid waste that are 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 the Solid Waste Management Branch and the Land
Quality Section, Department of Environment, Health and Natural Resources.
The method of disposal shall be consistent with the approved reclamation
plan.
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.

Page 8-of 10
14. Bondin
The security which was posted pursuant to H.C.G.S. 74-54 in the form of a
$50,000.00 Irrevocable Standby Letter of Credit is sufficient to cover the
operation as indicated on 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 resourres.

Page 9 of 10
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
I. The final slopes in all excavations in soil, sand, gravel and other
unconsolidated materials shall be at such an angle as to minimize the
possibility of slides and be consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided
in all excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in
accordance with accepted conservation practices and which is suitable for
the proposed subsequent use of the land.
4. No small pools of water shall be allowed to collect or remain on the mined
area that are, 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 ❑f mining on any segment of the permit area and shall be
completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
1. Provided further, and subject to the Reclamation Schedule, the planned
reclamation as depicted in the Reclamation Plan of the initial permit
application shall be to allow the quarry excavation to fill with water,
provide a permanent barricade along the top of any highwall, 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:
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.

Page 10 of 10
B.
The settling ponds shah' be drained,
backfilled and stabilized. The
retention pond shall remain as an acceptable lake.
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.
Scrap metal, trash or other such waste
shall be removed from the site
and properly disposed.
F.
The affected land shall be graded to
prevent the collection of noxious
or foul water.
3. Revegetation Plan.
Disturbed areas snail be permanently revegetated according to the seedbed
preparation and seeding schedule provided on Drawing 8 of 8 of the Site
Plan and Grading Plan dated October 1, 1987 and revised January 25, 1988.
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 March 4, 1988 and modified September 30, 1988 and March
6, 1990, is hereby modified this 21st day of dune, 1991 pursuant to G.S.
74-52.
By��_
Charles h. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

UICK*
STONE
Corporation
P. 0. Box 2%32
Richmond, VA 23247-0682
Bt74784-&' 0
FAX 804-784-M
Bealeton
B urkevil le
Burlington, NC
Charlottesville
Elkton
Fairfax
Greene
Leesburg
Louisa
Manakin
Powhatan
Rockville
Staunton
Sterling
October 29, 1992
Ms. Beth Chesson
Assistant Mining Specialist
State of North Carolina
Department of Environment, Health, and
Natural Resources
Land Quality Section
P. 0, Box 27687
Raleigh, IBC 27611-7687
Dear Ms. Chesson:
Please Find the enclosed and completed "Land Entry
Agreement" in duplicate for Luck Stone Corporation's
Burlington plant, which is located in Alamance County.
Note that this is being submitted per the
September 18, 1992 request of Mr. Charles H. Gardner,
Director, Division of Land Resources.
If you have any questions on the above matter, please
let me know.
S i C�erel y,
Gerard T. S song
Construction Engineer
GTS/ss
Enclosure
cc: FEW
JA
upon*
a, "INE
P. 0, Box M2
RtclunoW, Virginia 23M
Bb4-784-=5
Gerard T. Sossong
Construction Englneer

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives
the right of entry and travel upon our lands or operation during regular
business hours for the purpose of making necessary field inspections or
investigations as may be reasonably required in the administration of
this Act.
We further grant to the Department or its appointed representatives
the right to maxe whatever entries on the land ds may be redsuiidl+ly
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,
Lack Stone Corporation -
Mine Name: Burlington Plant County: Al amance Count
Land_OwnerjLessor: Mine Operator:
Signature: Signature: Q - , T
Print Name: � �' gyne;t' . Print Name: J. Andrews, Jr.
Signature; —Q�=.
Print Name:
A ica t D
Title: Vice President-Carporate Development
Conpany1 Luck Stone Corporation
**Two 2, copies of the completed application, two L1 copies of all maps,
and the appropriate processing fee (see next page for fee schedule) in
the form of a check or money order payable to the North Carolina
Department of Environment, Health and Natural Resources must be sent to
the Land Quality Section Central Office at the address listed on the
front page of this application form.
18

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives
the right of entry and travel upon our lands or operation during regular
business hours for the purpose of making necessary yield inspections or
investigations as may be reasonably required in the administration of
this Act.
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 Garry out reclamation which the operator has failed to complete
in the event a band forfeiture is ordered pursuant to G.S. 74-59.
Luck Stone Corporation -
Mine Name: _Burlington Plant _ _ County: _Alamance County
Land Owner/Lessor: Mine Operator:
Signature: - Signature:
U V
Print Name: V 9-, 4XIte4 Sr' Print Name: J. Andrews, Jr.
.. I
Signaturre:�-`
an��. A -
Print Name: 8L?tj "`"L
Applicant Only:
Title: Vice President -Corporate Development
company: tuck Stone Corporation
**Two 2 copies of the completed application, two _M copies of all maps,
and the appropriate processing fee (see next page for fee schedule) in
the form of a check or money order payable to the North Carolina
Department of Environment, Health and Natural Resources must be sent to
the Land Quality section Central Office at the address listed on the
front page of this application form.
18

■
S I T E R 2 V I E W
ROUTING TO DEN
Project Name LL)(-v, S�P-
—
Referred to Larry Coble
Date q2.
Return to L"d Quality by
Air Quality Comments
Due
.Completed
Comments attached
Ground Water Comments
Due
Completed
Comments Attached --
Water Quality - Attached Sheet.
7
E

MINE SITE REVIEW FORM
PROJECT NAME:
Due.- [ / kJcj Assigned to:
Approved by Larry Coble �
Steve Mauney
REVIEW ISSUES:
Watershed/Stream Name and Classification _ �,�,, �r,r � �' ei-S
Comments
PERMITS•
NPDES Permit required
Yes No
NPDES Permit xisti Proposed No. &C C
-- -- _ ....... Non- Discharge --Permit - Required � --
Yes No
Non Discharge Permit Existing/Proposed No.
Comments
ENVIRONMENTAL ISSUES:
Wetlands Disturbed by Activity ✓
Yes No
401 Certification Required .�
Yes No
Comments
I

r1
L
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES
WINSTON-SALEM REGIONAL OFFICE
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
October 27, 1992
-ICY:
Beth Chesson
M:
Doug Miller
RE:
Luck Stone - Burlington Plant
#1-08 Alamance County
Permit Modification
C FjV
OCT 2 1992
LAND QUALITY SECT10fV
I would prefer that they not have an additional crossing,
but environmentally, I saw no problems. This has been routed to
DEM for comments. I will forward them when available.
GDM/dh

9 North Carolina Wildlife Resources Commission KN
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
RECEIVED
TO: Susan B. Edwards, Mining Program Secretary OCT 1 51*2
Land Quality Section
Dept. of Environment, Health & Natural VdQiQUhWTY SECTION
FROM: Dennis Stewart, Manager
Habitat Conservation Program
HATE: October 15, 1992
SUBJECT: Mine Permit Modification Request for Luck Stone Corp.
Alamance County, Burlington Plant, Permit # 1-08
A biologist with the North Carolina Wildlife Resources Commission
(NCWRC) staff has reviewed the subject mining permit request for
modification and is familiar with habitat values of the project area.
An onsite investigation was conducted on October 13, 1992 for the
purpose of assessing impacts on local wildlife and fisheries resources
from the proposed modification. Our comments are provided in accordance
with provisions of the N.C. Mining Act of 1971 (G.S. 74-46 through G.S.
74-58, 15 NCAC 5, as amended, 1982).
The area to be impacted is a small stream which passes through the
center of the quarry property. A bridge across the stream is needed to
provide access to the pit operation. A small portion of the area where
the bridge will be placed is wetlands. Songbirds, raptors, deer and
some small game species currently use this portion of the property.
We expect only minimal impacts to fisheries and wildlife resources
from this construction and do not object to this modification.
Thank you for the opportunity to comment on this request. if you
should have questions about this project, or need further assistance,
please contact District Wildlife Biologist Larry Warlick at
(91.9) 431-3860.
cc: Tony Jenkins, Mine Manager
Larry Warlick, Wildlife Management
Shari Bryant, Inland Fisheries

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources .
James G. Martin, Governor October 5, 1992 Charles H. Gardner, P.G., PE..
William W. Cobey, jr,, Secretary Director and State Geologist
To: Mr. Steve Pozzanghera
Habitat Conservation Program Coordinator
wildlife Resources Commission
From: Susan B. Edwards
Mining Program Secretary
Land Quality Section
Re: Mining Permit Modification Request for Luck Stone Corp.
Burlington Plant - Permit No. 1-08
Alamance 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 October 31, 1992 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.
Your continued cooperation in the review of these type requests is
greatly appreciated.
SBE
Attachments
cc: Mr. Doug Miller, P.E.
Geological Survey 5ecti" land Quality Staion Geodetic Survey Section
[phone] [phone] [phone]
PQ [lox 27687 + Raleo, N.C. 27611.7687 •. Telephone (gig) 733.3833
An Equal Opportunity Affirmative Action EmploWr

+ (o-i
MI1VII�7G CHECKLIST FOR ROUTING
Company bWE,
Project Name
+ R t
Permit No.
County
AK)Date Received 45i)
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal W Modification ❑ Transfer - ❑ Release
❑ Additional Information Received and Attached for Review
Please route to:
© t��� '"►tip Field Office
L' Wildlife Resources Commission
* ❑ Archives and History
Date Routed
Date Routed fd - ;2�`- f7a
Ale,
Date Routed
❑ .Other: Date Routed
Suspense Bate for comments: jb' (Date received +30 days,
not on weekend)
® Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field [office Ilow Copy to File Pink Copy to Susan

y .
t 0
alley, williams, carmen & king, inc.
BURLINGTON OFFICE KANNAPOLIS OFFICE GREENSBORO OFFICE
ENGINEERS AND ARCHITECTS CONSULTING ENGINEERS ENGINEERS AND ARCHITECTS
pm- box 1179 1 740 chapel hill road P.D. box 1248 1207 south main street 300 east wendover avenue, suite 403
burlington, north carolina 27216 kannapolis, north carolina 2t1t� greensboro, north carolina 27401
telephone [phone] telephone 704143&1515 E C E {/ Tax
phone [phone]
fax [phone] fax [phone] r E 9191378-2S83
September 29, 1992 SEP 3 0 1992
PLEASE REPLY TO:
Mr. Tracy E. Davis, E.Z.T., Mining Specialist N� QUA(1]' Burlington
Land Quality Section Y 5F�r1�*2005
Division of Environmental Management
Department of Environment, Health
and Natural Resources
512 North Salisbury Street
Raleigh, North Carolina 27611-7687
Subject: Modification Request - Luck Stone Corporation
Burlington Plant - Permit No. 1-08
Al.amance Countv: North-Carollina—1 I r i F--
Dear Mr. Davis:
On behalf of Luck
modification reau
1. Revised Mine
(2 copies).
ne-Corporation, 1
for your, review i
showing �Iproposed
L�
following
BoyddIs Creek
2. Revised Erosion 6ntrol Plan Sheetll of-3 I3h6wing crossing (2 copies).
3. Plan and profile of proposed crossing along detail sheet which
includes construction schedule, calculatiori details, etc. (2 copies).
4. $100.00 Permit Modification Fee.
The proposed crossing is currently being reviewed by the Corps and the Water
Quality Section of the N.C.LDivision of Environmental Management as related to
wetlands. We expect thair approval soon and' -hope that y u will be able to
review this information at an early date. We appreciate your cooperation and
ask that you contact us if you have any questions or comments.
Sincerely,
ALLEY, WILLIAMS, CARMEN & KING, INC.
ia4nK. Holt, P. E.
FKH/sj
encls.
cc: Forrest Wiseman, Luck Stone Corp.
Doug Miller, DEM
LAURENCE A. ALLEY, P.E. IEFFERY D. MOODY, P.E.
HAYWOOD 8. KING, P.E. WAYNE B. PERRY, R.L.S.
FRANZ K. HOLT. P.E. DARRELL L. RUSSELL, P.F.
HERBERT A. CARMEN, A.I.A.
DEMFTREOS N. CALLINIC05, A.I.A., 11.1.8.4.
KENNETH D. STArrORD, A.F.A.

e r
"ALLEY,- WILLIAMS, CARMEN
& KING, INC, -
ENGkNEERS & ARCHITECTS
BURLINGTON, INC 27215
PAY -
TO THE
ORDER OF�
NateonsBank
NationsBank aF North Carmine, N.A.
Burling/t�onn,, NC 0215
FOR - i•�l�G[ LJ
. 19538•
DOLLARS
ALLEY, WILLIAMS, CARMEN & KING, INC.
PRES.
r

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, R.G., P.F.
Acting director and State Geologist
July 8, 2002
trERTIFIED MAIL.
RETURN RECEIPT REQUESTED
Mr. Joseph Andrews, Jr.
Luck Stone Corporation
P.O. Box 29fi82
Richmond, Virginia 23242-0682
Re: Mining Permit No. 01-08
Burlington Quarry
Alamance County
Cape Fear River Basin
Dear Mr. Andrews:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Your request to have Mining Permit No. 01-08 transferred in its entirety from your company
to Martin Marietta Aggregates has been approved. As we have Martin Marietta Aggregate's
blanket bond on file in an amount sufficient to cover the present operation, your company is
hereby released from further responsibility for this site with respect to The Mining Act of 1971.
Therefore, I am returning your company's $459,000.00 surety bond (No. LPM08057760) to you
for your disposal.
Thank you for your cooperation in this matter.
Sincerely,
Tracy E. vis, P.E.
State Mining Specialist
Land Quality Section
TEDIjw
Enclosure
cc: Mr. Matt Gantt, P.E.
Mr. William Gerringer-DQL, Mine and Quarry Bureau
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 •919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

rLI
.0
-M
Ln poslag 0
Certified Fee
rq Mal urn Receipt Fee H"
rq (&tdarm-"nt Nov-rad)
C3
Restricted Delivery r-ba
(Endorsomm ReoulreO
O TotW PodaQu A F"a $
M Name T%as;&PffntClearly) (to ,Mcompleted byFnm%WrJ
.................................
Kn...................................................... ...........

It
i LAND QUALITY SECTION
Budget No.:
1122
Date Rec'd:
11120/1996
Operator-
LUCK STONE CORPORATION
Type Security:
SURETY
Received by
Date
Released J A fll,' - ` - 0,

LAND ❑UALITY SECTION
Budget No.: 1122
Date Rec'd: 11120/1996
Operator: LUCK STONE CORPORATION
Type Security: SURETY
Received by Dat
Released by Date

a
- RIDER Y
To be attached to and form a put of Reclamation Bond Boml.
ti
datcd the. 2 $ day of Oe tchf, -_..-- - iga,L, iEw:kt by thn
a,, hehair uL L.Uc%_Stone Corps;CsItion
P.O. Box 29682, Richmond, VA 23242
... _..... .._... as Pr,nsiasl..
in the pens] sutra
State of North Carolina
wd ill ravur +rL�... _ _.-.......-
Department of Environment, P.O. Box 276B7,Raleigh,NC 27611
In consideration of the premium chtatged for she attschW boW. it is hereby sgreed that tht armahed band be wraWcd as follows,
IT IS AGREED AND UNDERSTOOD THAT THE PURPOSE OF THIS RIDER
IS TO INCREASE THE BOM PENALTY FROM TO A NEW BOND
PENALTY OF:
Provided, however, that Etc aaached bond shall be subject to all its agmcroenn. lumitadons and conditions except as berein
expressly modified. and further that the liability of fl• : Surety under die astached bond and the attached bond as amendcd by thls rider
shall uo. be cumulasivc.
This rider ahail become effmLive as „i ihe__ _L L�h ..._.day o— Agri 1 002
Signed, smled arts dated this 25th _day of April l �� Z002
A7-t85t':
Luck Stone Corporation
pstl% AL
lFii7EUTY Al+117 iT OMP OF MARYL
acey W. 11.,Attorney-in-Fact
zz/zo'd e0oa TZ;ttT 5e-01188151 o OLf�

Power of Attorney
Li3Uc 176-3129 rewry

i
2/n/98
BUDGET NO.: 1122
DATE REC'D: 11/20/56
OPERATOR: LUCK STONE CORPORATION
RELEASED BY: DATE:
LAND QUAL17Y SECTION
0

Fil
Fidelity and Deposit Company of Maryland
Hama Office. P.O. Box 1227, Baltimore, Imo] 21203-122"
Ibis rider shall becrme effective as of the 7th day of January. 199B.
Signed. and dated this 7 day of January 98
MITE muck St ne Corporation
Bi' : )
w RUM*
FUMM AND D645�1T CDN1P NY OF MARYLA►ND
ACCE'1'EB:
acey w. Hall
Zdi tness :.
Anna B. Davis

Assissam
"'176-3 129
Power of Attorney

12/16/96
BUDGET NO.:
DATE REC'D; 11f20f96
OPERATORt LUCK. STOKE CORPORATION
COMMENTS:
RECEIVED BYx
LAND QUALITY SECTION
1122
DATE: !cC / — el
RELEASED BYz DATE:

MTE OF NORTH CAROLINA
DE7ARTUDENT OF ENVOLONNUM, BEALTF , AND NATURAL RESOURCES
a
19 96
Land Quality Section
Bond Pursuant to "The Miring Act of 197110
(G.S. 74-46 through G.S. 74-68)
Signed, sealed and delivered this 28 day of October
THE CORDTTIONs OF THIS BOND ARE SUCH, That whereas, the said
Luck Stone Corporation
conducts or will conduct mining operations in North Carolina as
described in the application for an operating permit which includes a
Reclamation Plan as provided in G.S. 74-53 and has obtained approval of
this application an the day of , 19.
from the Department Of Er'vironment, Health, and Natural Resources.
OTOJ600Ih 90 .403S ~~~ dH03 3NOIS 31DIII 06E8 tt9Z rogn eg:zo 96: $Tr0T

F ,NOW THEREFORE, if the said Luck Stone Corporation
shall comply with
the requirements set forth in "The Mining Act of 1971" (G.S. 74-46
through 74-68) and with the rules and regulations adopted pursuant
thereto and faithfully perform all obligations under his approved
Reclamation Plan then this obligation shall he null and void; otherwise
to be and remain in full force and effect until released by the
Department of Environment, Health, and natural Resources in accordance
with G.S. 74-56 or carcalled by the surety. Cancellation by the surety
shall be effectuatad only upon 60 days writtan notice thereof to the
Department of Environment, Health, and Natural Resources and the
operator as providad in G.S. 74-54.
AT 5
Secretary cw
Aasiptant Seemseary
'J
G =Corporate Seal. ]
(here of. •Corporation)
Luck Stone Corporation
Principal
L
By 01
esident, dice President,
Partners, or Owner
Fidelity and Deposit Company of Maryland
Surety
countersigne
Resident ent of N.C.
Page 2 of Z
BY 1 of
Agent and
Stacey W.
, North Carol
in Fact
utoroTblz SKI LLODS 1-1 dx03 3ua.LS U3111 060 t9L toga es::.a BUSTAI

r
i
•
■
n4:04i ��oe
4V
�$••`�:f�
1
I

Power of Attorney
- - - --------
crefary
L1428c 176-3129

■ tttttttttttti
EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
"Article Vl, Section 2. The Chaim of the Board, or She President, or any Executive Vice -President, or any of the Senior Vice-
Pres'sdents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power.
by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant
Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute
on behalf of the Company any bonds, undertakings, recogniranccs, stipulations, policies, contracts, agreements, deeds, and releases
and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages....and to affix the seal of the Company
thereto."

Employee Owned
7275 Glen Forest Drive, Suite 307
Richmond, Virginia 23226
Tel[phone]
Fax [phone]
I N 5 U R Q N C F
January 9, 1998
Ms, Loulse Thomas
Luck Stone Corporation
P.O. Box 29682
Richmond, VA 23242-0682
RE: RIDER TO RESTORATION BOND
Dear Louise:
Danville
Greensboro
Lynchburg
Richmond
Roanoke
Ip [ECOMf��
JAN 201998 ID
I have attached the original and one copy of the Rider to the Restoration Hand for the
State of North Carolina,
Please give me a call if you should have any questions concerning this correspondence.
Thank you.
Sincerely,
Stacey Halt, A0, AIS, ACSIZ, CP1W
Enclosure.
cc: Andrew DuPuis
Fidelity & Deposit Company
r
k,
Insurance and Bonds Since

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■
Bondsum Page 2 # 406 -
TOTAL RECLAM. BOND COST:
DATE BOND CALCULATED: 12/15/97
BOND CALCULATED BY: TS
BOND ALREADY ON FILE:
BOND AMOUNT (BAL) DUE LQS:
CONTRACTOR'S ESTIMATE:
DATE BOND REC'D BY LQS: 1/20/98
AMOUNT OF BOND REC'D:
406 of 452
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UICK*
STONE
Corparatmn
A. 0. Bax 29682
Richrn=n,, VA 23242-0682
804-784-6300
FAX [phone] November 1 B, 1996
fieafeton
$urkevi l ie
Burlinglon, NC
Cha►loltesvil le
Elkton
Fairfax
Ganse Creek
Greene
K;ng William
Leesburg
Louisa
Manakin
Powhatan
Raleigh, NC
Rockvilla
Staunton
Sterling
Mr. Tony L. Sample, C.P.E.S.C.
DEHNR
Land Quality Section
P. 0. Box 27687
Raleigh, NC 27611
RECEIVED
bEHNR
*+v 2 0 ow
LAND QUALITY SECT'IDfd
RE- Permit No. 01-08 Burlington Quarry
Dear Mr. Sample;
Enclosed are two copies of the reclamation bond as outlined in
your letter dated October 2, 1996.
We appreciate your attention to this matter. Please feel free to call
if I may be of further assistance.
Sincerely,
Forrest E. Vl seman
Construction Manager
FEVVIss
Enclosures (2)

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A.
Bondsum Page 2 # 406
TOTAL RECLAM. BOND COST:
DATE BOND CALCULATED: 10/02/96
BOND CALCULATED BY: TS
BOND ALREADY ON FILE:V
BOND AMOUNT (BAL) DUE LQS:
CONTRACTOR'S ESTIMATE:
DATE BCND REC'D BY LQS: 11J20/96`+
AMOUNT OF BOND REC'D:
a•?{.}•rrx}U.v..v{r.th.i4: rye}• • :: {.::�ti � _}!.}:� :;v v� :•, :•rn;:.:.,.:.}:+::: �+:h•+.:y: • iv'.: _...:. __ _ _ _ _ _ _
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41
FA
-MCDENR'
'r
JAM 1:9 B. 1 h;NWV JR.'
,GOVERNOR
:-.WAMNE Mcl3av1PiTd:i"•-.irJ
:{SCCRf.TAIEYF�zr-�°6
..: CNARLCaiIi. GAR6N>rR-
PG.,P.E-Q1RiCYo1li7
fit
AND SrI1TIkGavLealfCl�
A4
f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RE54URCE5
nand QAseewn
Fasiff& mmilge
To.
Phone -No.:
FtA No.: 33 �p — � � 0 — qD S O
From:
V m:
Date: w _ Tfine: r
Cam xmts:
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`-•p. `" ' . you do not redve d JgCS, y6SC eons sender@ 919/733-4574.
LAN ID QUALITY 56 TON 019I 733AS7A FAX i0191 739-la7A
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AN EOVAL OPMGR7tlN ITY JAPlIRMATIY[ ACT1pM EMPLOYCR - 50% RECYCLEW10% POST-00Nft1M4LR PAPRR
1

State of North Carolina.
Department of Environment,
Health and Natural Resources i • •
Division of Land Resources
James Hunt, Jr., Governor C) C
Jonathan B. Howes, Secretary C
Charles H. Gardner, P.G., P.E.
Director and State Geologist
November 25, 1996
CERTIFIED MAIL
RETURN RECEIPT_ REQUESTED
Mr. Forrest E. Wiseman -
Luck Stone Corporation
P.O. Box 29582
Richmond, Virginia -23229.
RE: Permit No. 01-08
Burlington Quarry
Alamance County
Dear Mr. Wiseman:
Your recent request to have the above referenced mining
permit modified has been approved. The modification is to allow
the expansion of "Berm F" and associated sedimentation and
erosion control measures as indicated on the Mine Map dated July
27., 1996. 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.
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 lies with you.
As a reminder, your permitted acreage at this site is 300
acres and the amount of land you are approved to disturb is 75.5
acres.
In addition, please find attached the old $50,000.00 ILOC as
it has been replaced by the new $148,400.00 Surety Bond.
Geological Survey Section Land Quality Section Geodetic Survey'Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
P.O. Box 27687, Paleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

ft
hod
■Cornplate items 1 or 2r�vice
■Compiato items 3, 4a. and #b.(j
l also wl$h to receive the
following (far
■Prtrd your name and address an the roverse of t h i a fdrr'n so thfl! we can turn thin
services an
extn3 fee);
card to VOL),
•AZ=h this bRn to the front of the rnailpieCe, or on the beck if spaco
permlt.
does not
t_ ❑Addressee's Address
.
•Wnte'Rotum Rawipf Roquesrod'on the maitpiemw below she article number-
2. ❑ Restrdctad Dollvery
4+
vy
■The Retum Receipt YAII show to wham trre artlde was dallvared and the date
dalivarad.
Consult postmaster for fee.
v
jre Ad }eys�se�d to: t
3AtiG
4a. A Z49ja fW
f�
CL
4b. Service Type
�
D. p
Raglstered ertffled
❑ Express Mail ❑ insured
5
rpm}
❑ Refum Recei;A for MamCFlandiS6 ❑COD
�
7. Date of D cry
5. Received By: (PrOrName)
8. Addressee's Address (Only#rsgttastod
'Q
and fee is Paid]
6. Sig : ( dresses "rent)
a
0
07
Ps Form 3811, December 1994 Domestic Retum ReceiFt.--,

Mr. Wiseman
November 25, 1996
Page 2
Please review the modified permit and advise this office at
[phone] should you have any questions concerning this
matter.
Sinc rely,
Tracy E. Davis, P.E.
State Mining Specialist
Land Quality Section
TED/tls
Enclosures
cc: Mr. Matt Gantt,;'P.E.
Ms. Barbara Rote-WRC, w/attachments
Mr— Bradley Bennett-DWQ, w/attachments

P 1281 677 547
Receipt for
Certified Mail
No Insurance Coverage Provided �
as Do not UBe for International Mail
LEAP FIAVPiCOi
Unt to
sueel and Nc.
P.D.. Seale aro ZIP Coda
Postage
CWrlltied Fee
Special Delirmr Fee
Aestrictetl 6elive1FFee
Return ReC1!�w Sr'owirg
u+ Whom & Date Delivered
Return Receipt Showing Lo Whom,
note. and AGdre*5"'s Address
TOTAL Pvstaga
a Fees
Postmark of Date

=t• n
NQER: a �..OF
• Gompleta items t an or 2 fora �d Hc, 1 also wish to receive the
+ ■ Comoora 00ms 3, 4a, and 4b. following services (tor an
n ■ PFiM yeur name and addrss6 or thB rever5o �} true fOrY t a0 d a! vra tgrt ruike [shin e>dn3 too) -
.nerd to you-
r •Artech this loan to the Iroht of the mailpidco, or on the deck it ei oo dose r5a1 1, 0 Addressee's Address
pemtii.
■ Wnta •Aerum Raoarpt Ruquuslod' co the m aiipiece betaw lie article nUFrItW. 2. ❑ Restr t;Wid Delivery [
* The Return Aoceiipt will show so whom the ands way idaDvered and Ihs dale
C delivered. Consult postmaster for fee_.
o
a 3. Article Add sssad to: 4a. A a Murrthe
OF.
F db. Service Type _._.
Cl Registeredelil{1Bd �
❑ Express Mail ❑ I+Xsurad .-
• �� . �C �d.lt.� � Relum Rec�sipt for hierrltartdss � CAD
7. Data of ery
5_ Received By.- (Prinf hfam&) S. Addressee's Address (Only d requested
and lee is paid) 1
N 5. 5igna e: ( dresses or enr)
PS Form 3811, December 1994 Domestic Return Receipt
w

�JACHOVIA
AMENDMENT
TO
IRREVOCABLE
STANDBY
LETTER
OF
CREDIT
MARCH;.23, 1998' .IRREVOCABLE STANDBY LETTER OF''CREDIT.- -
( .PREVIOUS: L/C N0:
BENEFICIARY:,-� - APPLICANT-,
STATE;.OF NORTH . CAROLINA-DEPT LUCK: STONE CORPORATION- -
- OP NATURAL RESOURCES AND"COMMUNITY- PO BOX.29682
DEVELOPMENT P.O. BOX 27687 -. - - `' RICHMOND,"VA 23229
RALEIGH; NC.27611. -
EFFECTIVE MARCH 20,'1998, CENTRAL FIDELITY.NATIONAL BANK AND: JEFFERSON .NATIONAL
-; BANK OFFICIALLYMERGED, WITH. WACF{OVIA BANK; ;NrA AS ''-0 PARTFWACHOVIA',S,AONTINUING-
:'EFFORTS'TO.MAKE OPTIMUM. USE. OF. ITS:_RESOURCFS WHII•F...ENSTTRING OU__ALITv,,AND_+MA1,7ar2Nr_;
-
-`EXPENSE -GROWTH; THE INTERNATIONAL OPERATIONAL �SER.VICES,'OFI CENTRAL FIDELITY AND
JEFFERSON NATIONAL BANKS HAVE BEEN CONSOLIDATED:INTO WACHOVIA.' S-INTERNATIONAL
:OPERATIONS -LOCATED IN; i,WINSTON,-SALEM, NORTH ,CAROLINA.
. .
OUR .'LETTER 'OFtCREDIT N[7MBER'HAS BEEN AMENDED•TO READ: IN ANY .....
FUTURE CORRESPONDENCE. PLEASE:USE OUR NEW.LETTER OF CR ORDER FOR US.
,TO IDENTIFY. THE:LETTER OF CREDIT. - - "
WE.CALL TO YOUR:ATTENTION THAT ALL OTHER TERMSANDCONDITIONS AS PREVIOUSLY
$STATED REMAIN UNCHANGED. - -
" 'VERY TRULY.: YOURS,
WACHOVIA BANK N A..
9 SIT,%�•'J`'�/',/�`j�6r "�"^"'
- AUTHORIZED SIGNATURE
PLEASE DIRECT:ANY CORRESPONDENCE INCLUDING, DRAWING"'OA4,INOUIRY QUOTING OUR
}REFERENCE; NUMBER TO WACHOVIA�BANK,; N.A.: 301. N;:MAIN STREET; WINSTON=SALEM lt:
NC 27150, ATTN:.STANDBY LETTEROFCREDIT UNIT..
THIS DOCUMENT CONSISTS. OF`1 PAGE(S)'.
i
%l- as-g� -77o-c�y5(a
+> x )
c�/a o

11/25/96
BUDGET NO.: 249
DATE REC'di 3/03/88
OPERATOR: LUCK STONB CORP
TYPE SECURITY: IREV LETTER OF CRDT
m
DATE RELEASED: 11/25/96
COMMENTS:
LAND QUALITY SECTION
RECEIVED
BY:
DATE:
RELEASED
BY i L�r ►�t--�• -- --
DATE*

■
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
May 4, 1994
MEMORANDUM
TO: Dennis Grissom
FROM: Francis M. Nevils, Jr.
Section Chief
,,ALT.9; WA
,,, ri
DEHNR
SUBJECT: Luck Stone Corporation
v le Letter of Credit - Renewal
(BUDGET No. 249)
The attached renewal letter for the Irrevocable Letter
of Credit ( ) is hereby transmitted to your office. please
attach this renewal letter to the original Irrevocable Letter of
Credit presently held in your office (BUDGET No. 249).
Thank you.
FMNjr/se
Attachment
Received by:_
Date:
S-� r
Released by:V,
Date: c-`A(e - '?v
0
Please return the above referred surety.
Released by:
Date!
Received by:_
Date:
Geological Survey $octipn
[phone]
FAK [phone]
Land Quality Section
[phone]
FAX: [phone]
Geodetic Survey Section
[phone]
FAX: [phone]
P.O. Box 27687, Raleigh, North Carolinc 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycledl 10%post-consumer paper

Jefferson National Bank
a P.Q. BOX 26363. RICHMOND, VIRGINIA 23260-0363 ■ (804) 792•6000
Jan. 31, 1991
State of North Carolina
Department of Natural Resources
and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611
Sir or Madam:
RECEIVED
DEHNR
E�� 8 1995
LAND QUALITY SECTION
Accordin to our records, our letter ofcredit number _
issued in our favor on Mar. 1, 1988 in the
original amount of for the account of Luck Stone
Corporation has:
1. a present amount of
and
2. has automatically renewed for one year
until Mar. 1, 1996.
All other terms remain the same.
If these two items are not in agreement with your records,
please notify us immediately.
Very truly yours,
Jefferson National Bank
by: St. George B. Pinckney -
Vice President
Telephone questions may be directed to 804 782-6350.
c.c. Luck Stone Corporation, P. 0. Box 29682, Richmond, Va.
23229

r
Jefferson National Bank '
ab P.O. BOX 26363, RICHMbND,VIRGINIA 23260 • [phone]
Mar. 31, 1994
State of North Carolina
Department of Natural Resources
and Community Development
Post Off ice'Box 27687
Raleigh, North Carolina 27611
Sir or Madam:
Accordin to our records, our letter of credit number _
issued in our favor on Mar. 1, 1988 in the
or g0nal amount of for the account of Luck Stone
Corporation has:
1, a present amount of
and
2. has automatically renewed for one year
until Mar. 1, 1995.
All other terms remain the same.
If these two items are not in agreement with your records,
please notify us immediately.
Very truly yours.
Jefferson National Bank
by: St. George B, Pinckney
Vice President
Telephone questions may be directed to 804 782-6350.
c.c. Luck Stone Corporation, P. 4. Box 29682, Richmond, Va.
23229

r
•*� •.. .`gyp
- ,99
State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Gavemor Stephen G. Conrad
S. Thomas Rhodes, Secretary March 2, 1988 Dilremr
M MORANDUM
TO: Don Vanes
FROM: Charles Gardner -s�
SUBJECT: Luck Stone Corporation
Irx�able Standby Letter of Credit
The attached completed Irrevocable Standby Letter of Credit is hereby
transmitted to you for your safekeeping.
Thank you.
TEC/cft
Attac
Recef
Date:
Relea
Date:
Please return the above referred surety.
Released by:
Date:
Received by:
Bate:
P.O. Box 27687, Raleoi, North Carolina 27611-7687 Tekphone 919.733-3833
An Equal Opportunity Affirmative Action Employer

r
f i •

IRREVOCABLE LETTER OF CREDIT
'EXPIRY, ar.
(AutomaticallyRenews)
4.1
® Jefferson National Bank
a P.O. BOX 26363. RICHMOH4VIRGNIA 23260•[phone]
TO: State of North Carolina
Department of Natural Resources
and Conunity Development
Post. Office Box 27687 -
Raleigh, North Carolina 27611
Dear Sir or Madam:
We hereby-establfish our Irrevocable.Stendby Letter of Credit -
in.your favor for the account -and at-the_request;ol
uL ek Stone Corporation, (hereinafter .referred to as Luck Stone _ -
Corporation) of P.O Box 29682 .Richmond Vir inia 23229 -fore. --. -
sum not to exceed -
available by your draft s drawn on us at sight.
-- For informational purposes only:
(1)-Luck Stone Corporation desires to engage in mining:`:.
operations in the State of NorthCarolinaand such mining
operations are subject to the provisions of the Mining Act of - -
1971, Article 7, Chapter 74 of the General Statutes of -North,' - --
___:.___- .Caroline (N. C.G.S.):
-- -(2) N.C.G.S. 74-50 requires --that -mine operators obta4nF al"" -
permit from the North Carolina Department of Natural Resources
and Community Development (hereinafter referred to as"NRCD"'or
the "Department") before engaging in mining operations; and+�` - ---
-- N.C.G.S. 74-54-requires that a surety bond in favor of the -State- - -
-- of North Caroline be maintained or other secur Ity-bell. led.wl.th-
the Department in connection with the permit;-
(3) Therefore, this Letter of Credit is issued -to you:.'-!', _
pursuant to N.C.G.S. 74-54 in lieu of the bond required 'to-b6v
- posted by Luck Stone Corporation pursuant to N.C.G.S: :7.4-5;4i;i_-_-
_ (The foregoing amount is hereinafter referred to as the-="Bohd'
-_ Amount")-
,_ This Letter of Credit is effective as of March 1, 1988'and -
shall expire on March 1, 1989 but such expiration date-shall�be - -
automatically extended for a period of one (1) year on .March 1,
-. 1989 and on each successive expiration date, unless, at least
" -- sixty. (60)_days before the current expiration date, we_wi.I l.,
notify you and Luck.Stone Corporation by certified mail `-that<we
have decided' - not to extend this le tier, of credi I. beyond=t-he-
current exp.iration date. In the event you are so notified,.: any
unused portion of the .credit shall be available.upon,. presentation -. .
oYyour .or.-your-'dee.ignae's slg.htdraft for.slxty,:(60) daye.'atter
--d the date of re
cs1pt,ot_ notification by -both you and Luck. S.to're
Corporation, as shown on -the letter of the'.signed r_ecelpte

0
Funds under this Letter of Credit are available to -you'--.
against your sight draft(s), referring to the number of this
Letter of Credit, and accompanied by the following:
(a) Your signed certificate, referring to the number of this
letter of credit, and stating that:
"We have received a notice issued in accordance -with
N.C.G.S. 74-59 of forfeiture of part or all of the Bond
Amount and the amount of our drawing does not exceed the
amount of the forfeiture set forth in such notice";
or
(b) Your signed certificate, referring to, the number of this
letter of credit, and stating that: -
"we -have received 4'roin you wr i tt'en . not ice Ao us-. stating~-- -~
" that you have -elected- not - to --renew such Letter`o-f',Cf_6d-it"=T '
4- and --the amount- of our drawing does not exceed--the=130nd. = -
Amount, reduced by the amount of any previous_
forfeitures thereunder pursuant to notices received -in
accordance with N.C.G.s. 74-59";
.7,
(c) Your signed certificate, referring to the number-of:t'his
- letter.of -credit, and stating that:
We have received from you written notice to us'--stat.i:rg _ --
- that there exists an Event of Default under-the-CredUt
- - Agreement (as def ined in such 'Let'ter of-CFe—d!t'Y. Jnd`'�'_t`'
instructing i s to make a drawing under such- Lett.e'r_9of.-- _
Credit and the amount 'of our drawing does•"no't exceed :t,he
Bond Amount, reduced by the amount of any previous.,`
forfeitures thereunder pursuant to notices;-receiviedrin
_ accordance with N.C.G.S. 74=5'9",`
Whenever this letter -is drawn on, under, and in cvmplisnc_e 41 th�
the terms of this credit, we shall honor such draft upon;^ =
-- _-- presenta-t ion t`o- us', ..and_we _s.hal l pay •-the dr-af t_
accordance with' you or your designee's' instruct ions. 7-
M If, any demand for. payment- made by you hereunder is ,nb`t, -in any
Instance, in strict- conformity under the terms and car:ditiaiis`.af
this Letter of Credit, we shall give you prompt notice't-haV'1 e
purported negotiation was not effected in accordance with the.'
terms and conditions of this Letter of Credit, stating: the=,�'­-
reasons therefor and that we are holding any documents at yo'u-r
disposal or are returning the same to you, as we racy elect. -Upon
being notified that the. purported negotiation has not effected in
accordance with this Letter of Credit, you may attempt to correct
any such non -conforming -demand for payment if, and --to the extent
that, you are entitled (without regard to the provisions of.this -
sentence) and able to do so
rh-is Letter of Credit is non -transferable.

Except as otherwise expressly stated herein, this Letter. -of
Credit is subject to the Uniform Customs and Practices for
Documentary Credits (1983 Revision), International Chamber of
Commerce Publication No. 400 (the "Uniform Customs"). This
Letter of Credit shall, as to matters not governed by the Uniform
Customs, be governed by and constructed in accordance with the
laws of the State of North Carolina, without regard to the
principles of conflicts of law.
We will give prompt notice to Luck Stone Corporation, and to you
of any action filed alleging our insolvency or bankruptcy or
alleging any violation of regulatory requirements which could
result in suspension or revocation of our charter or if we become
unable to fulfill our obligations hereunder for any reason.
Communications with respect to this Letter of Credit shall be in
writing and shall be addressed to us at Second and Grace Streets,
Post Office Box 26363, Richmond, Virginia 23260,-Attent'ion _
Manager, Eastern Region Credit Department.
This Letter of Credit sets forth in full our undertaking, and
such undertaking shall not in any way be modified, amended,
amplified, or limited by reference to any document, instrument or
agreement referred to herein (including, without limitation, the
Bond) and any such reference shall not be deemed to incorporate
herein by reference any document, instrument or agreement.
We hereby agree with the Drawer of a draft drawn under and in..
compliance with the terms and conditions of this Letter of. Credit
that the same shall be duly honored on presentation of the
drawee.
Very truly yours,
Jefferson National Ba
by14
St. George B. Pin ney
Vice President
Date.: February 23, 1988':
SrArE OF VIRGINIA
C I rY OF R I Cl MOND
the ore oing instrument was acknowledged -before me this__ day
of 19g� by St. George B. Pinckney as Vice
President Jefferson National Bank, a Virginia Corporation, on
behalf of the Corporation. y�Q
y — !_` � _�� —Notary Republic -- ---- ,••' '
M CommissIon expires: 0?_ C%
?•• I11i.

.�V r
Jefferson National Bank
a P.O. BOX26363, RICHMON❑, VIRG1NiA 23260 • [phone]
Mar. 18,
State of North Carolina
Department of Natural Resources
and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611
Sir or Madam:
1993'
Aceordin to our records, our ettek';.i�credti„.
issued in our fgvor on Mar. 10 1988 in the
original amount of for the account of Luck Stone
Corporation has:
1. a present amount of
and
2. has automatically renewed for one year
until Mar. 1, 1994.
All other terms remain the same.
11 these tra items are not in agreement with your records,
please notify us immediately.
Very truly yours,
Jefferson National Sank
by.- St. Gearge 8, PT"- ey
Vice President
Te otTlr tgCtest_may be directed to 804 782-6350.
. o. Luck Stone Corporation, P. O. Box 29682, Richmond, Va.
2 29

UICKae
STONE
COPPOMOR
PO, sox 29682
Richmond, Virginia 23229
B04-784-3335
February 25, 1988
State of North Carolina
Department of Natural Resources &
Community Development
Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27611
Attention: Mr. Thomas E. Carroll, P.G.
RE: Luck Stone Corporation Burlington Plant
Dear Mr. Carroll:
Attached is the Irrevocable Letter of Credit required for
permit approval for the referenced mining operation.
Please let me know if you have any questions or if I may
be of further assistance.
Very truly yours,
F. E. Wiseman
Construction Manager
FEWJac
Enclosure (1)
Bealelon
9urkeville
Burlington, N.C.
Charlottesville
Elkton
Fairfax
Greene
Greensboro, N.C.
Leesburg
Manakin
Pawhatan
Rockville
Staunton
Sterling

, North Carolina Department of
Environment & Natural Resources
NCDENRDivision of Land Resources - Land Quality Section
1612 Mail Service Center, Raleigh, NC 27699-1612
Phone [phone] Fax (919) r715- S $a I
Facsimile
Date: la "]t] 05-
TO: -T<&
Phone No:
Fax No: - �4Q
FROM:
Extension:
COMMENTS:OLVJ-
ff��
L
i
You should be receiving
page(s) including cover sheet. IY-you do not
receive all pages, please cnr, tact sender.

TRANSMISSION VERIFICATION REPORT
TIME
12/30/2005 16:54
NAME
NC DENR DLR
FAX
9197156801
TEL
9197333833
SER.# :
2I222222IT2=
DATE,TIME
12/30 16:49
FAX NO./NAME
913365788848
DURATION
00: 04 : 41
PAGE(S)
11
RESULT
OK
MODE
STANDARD
ECM

f4ARTIN MARIETTA AGGREGATES
'PLANT N YEAR SHOT NC
E31_AST REPORT
443;7 72005 52
1
QUARRY)MINE East Alamance STATE NC- DATE: 11122POS
TiMEOFBLAST 03:55pm
2,
Type of Material Blasted GRANITE PURCHASE ORDER NUMSER;
3,
Weather Condition: Clear X P1Ciear Olcast Overcast WindtfromSpeed 15 Temp 46
a.
Location of Blast: Fourth Bench NorthWest Wail
S.
❑irection/Di•stance from Blast to Nearest Non -Quarry Building N W 1750
6-
Type of Blast: Production: X Other (describe)
7.
NUMBER OF HOLES: 35 No, of inclined Holes:
No_ of leveling Holt $
S.
HOLE DEPTH: 44 AVG HOLE SIZE 5,5 STEMMING HEIGHTS:
9 Type of stemming: #78'm
6-
BURDEN: 12 SPACING: 14 No, of rows 3
Depth of Sub Or Ilin 3
10.
Beck Loading; no X Yes (diagram on reverse) Mats used: NO
X YES
11.
Type of Initiation: electric X No. of Series/Circuits. 5 Non electric
Other NA
12
Blasting Machine Model; PT-175 Sequential Setting. 17,17,17.17.17
13.
if sequential, was blast fully activated before first hole detonation occurred? Yes X
No
14.
Detonators Used: Manufactured by UES's Type RIODET Total Number 80
M8
Length
60FT
24FT
C
a2
#3
904
MS
7
9
aF8
3
5
dr
3
3
M5
Longtt+
SOFT
24FT
08
3
3
$g
4
3
#10
4
4
#11
4
4
212
3
4
M
3
3
#14
3
3
f
15. Explosives-Mpterials and Services Used.
hR$
L2ng1h
64FT
24FT
#tS
2
3
#18
1
Z
#17
a
1
418
1
0
Ole
t
#7p
High or penod, N0NEL,Del Cardin
BO,
msIs
40-
ms19
20.
msg
20'
M325
40•
ms42
20'
17m
5D0' !*ad line
PounaWUnits
Nlanula=red By:
Name/Trademark
Size
Q
Blastrite
Fregttts>< FR
SULK
Slastrite
Biastlte Anlo
5VLX
38
Spar%n88
1fborange 1LB
ILS
0
Blastnte 4
3_314 x13
Bulk
45
Boost rite 2x8
Ernutax 2X8
12XB
17517
Islasoin
Fragrnite5o 170E
1 Bulk
'G. SHOT SERVICE: YES X NO DEWATERlNG SERVICE:YES NO X.
17. TOTAL POUNDS IN BLAST: 17600 TONS IN SHOT: 20535 POWDER FACTOR:(TONSILBS.) 1.17
8, EXPLOSIVES PERFORMANOEISERVICE: EXCELLENT ACCEPTABLE X POOR CPT 0.29
IRREAKAGE: EXCELLENT X POOR COMMENTS
V'IALU13ACK-BREAK CONDITION: EXCELLENT X
9. BLASTER -IN- CHAR GE(name.signalure,lic. no.): Lara Key
0. PLANT MANAGER [slgnaturefl _ Tony Jenkins
rC'".f n I-' 6437 COPY to DI STNIC T, dY SK* (WLOV VF $) RrTRIN $ YEARS QI,AStfyE] jU0GRAF4W TH0AA WAL nPORT

SEISMOGRAPH RECORD T
21. 56smograph Wcati❑n: The Burtons Place
22- ' Distance to Blast 1750 Blast Direction N W PPV= 4.2 Air(OBL) 117 TapWEver 141
23. Seisnwyraph Mod ell5erial No. MR- g 2095 operator. Michael Lane
24. Holes per Delay 1 INAX.EXPLOSIVE LOS.PER OELatl ■ 502.1) Min.delay time hetwaen any two hales: 8MS.
25. Scaled distance ;I Distance to_nearest M.-.-quarry Ur d9-(Line5)= 7B-04
Sq. Roal of Max. Lus per duIay (line 24)
20. &last Qiagrain (Must Be CornpleFe)
Oraw in Hoie Patterap Layout. TlatmingFer Oircuit. and Anv�her Comments
10 too -holes fi@d in uri+h shot
0
1 7 7 0 (
D (a (�D Cis)
(as ) ;3 12 71 r,U {9 70 " 12 13 74 ,5 1& 18
+fr
I!
t!
i+
I
I !
I, I
r

MARTIN MARIETTA AGGREGATES
PLANT N YEAR SHOT NO
BAST REPORT
44?,27 2005 1 52
1
QUARRYWINE EastAlamance STATE NC. DATE: 11/22105
TIMEOFBLAST 03:55pm
2.
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
3.
Weather Condition: Clear X PICJear � Olcast Overcast WindlfromSpeed 15 _ Ternp 46
4.
Location of Blast: Fourth Bench NorthWest Wall
5.
DirectionrDistance from Blast to Nearest Non -Quarry Building N W 1750
6.
Type of Blast: Production: X Other (describe)
T
NUMBER OF HOLES: 35 No, of inclined Holes:
No. of leveling Hob B
8,
HOLE DEPTH: 44 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
9 Type of stemming: 473'M
9_
BURDEN: 12 SPACING- 14 No. of rows 3
Depth of Sub Drillin 3
10.
Deck Loading: no X Yes {diagram on reverse} Mats used: NO
X YES
11.
Type of Initiation: electric X No. of SerieslCircuits 5 Non electric
Other NA
12
Blasting falachine Model: PT•175 Sequential Setting: 17,17,17.17,17
13.
if sequential. was blast fully activated before firs[ hole detonation occurred? Yes X
No
14.
Detonators Used: Manujactured by UEB's Type RJODET Total Number 80
MS
Length
SOFT
24FT
fl l
fit
03
M4
+tt5
i
9
�9
3
5
a7
1
3
MS Length
SOFT
24FT
#S
3
3
i19
4
3
010
4
d
1411
4
4
012
3
4
813
3
3
014
3
3
is. Explosives Materiats and Services Used.
Higher aeriod, NOWEL.Det Cord{r1
80'
rnsIa
40'
MS19
20,
ms9
20'
ms25
40'
rT1s4Z
20'
17rn
500' lead line
Pound3 unisa
Manuractured By:
NameiTraCarnark
size
0
Blesuite
Fregmex FR
SULK
Blestote
Blastrite Anfo
SULK
38
Spartan 88
1 Ib Orange 1 LB
1 LS
0
JBIDItAte 4
344 x13 jaulk
45
BOoslrite 2x8
I Ernulex 2X8 12XS
17517
1 Fragmite5o 1701
Bulk
16, SHOT SERVICE: YES x NO
l 17. TOTAL POUNDS IN BLAST: 17600
DEWATERING SERVICE.YES NO X
TONS IN SHOT: 20536 POWDER FACTOR:(TaNSILBS.I 1.17
IS. EXPLOSIVES PERFORMANCEfSERVICE: EXCELLENT
EREAKAGE: EXCELLENT X POOR
VYALUBACK-BREAK CONDITION' EXCELLENT
19. BLASTER-Ifs-CHARGE(nomre,signature,lio. no.):
1 20. PLANT MANAGER (signature):
ACCEPTABLE
COMMENTS
X
Jenkins
X POOR
CPT 0.29
a
fC`n'd 1r1 1 (PTV COPY TO CISTRx:T.ONVISx7N JZKPWSIVES)AETAdN 5 YEARS BUSTISE15MOGRAPHAIY TYPQRASVA ReP'7gT

i
shot #52
File: 2005@a 14 i .DTB Event
Number: 141 Date: 11/2212005 Time: 15:55
Acoustic Trigger: 119 dB Seismic Trigger: 0.031nls 0,762mrnIs Serial Number: 2095
Amplitudes and Frequencies
Graph Information
Acoustic (A): 117 dB @ 4.2 Hz
Duration_ 0.000 sec To: 4.500 sec.
(0,14Mb 0.0020psi 0.0140k?a)
Acoustic Scale:
Radial (R): 0.20inls 5.08mmis @ 22.2Hz
120dB 0,20Mb (0.050Mb/div)
Vertical (I/): 0.10inis 2.54mmis a@ 46.SHz
Seismic Scale:
Transverse (T): 0.19inls 4,826mI @ 25,6Hz
0.20inls (0.050inlsldiv) 5.08mmis (1.274mmisldiv)
Vector Sum (VS): 0.2484in/s 6.3092mm1s
Time Line Intervals at.- 0.50 s
Calibration Bate {yyvylmmfddj: 2004/11/19
Cal 1.02
Cal 0,49
Cal 0.550
PAO
Ni -
Cal
S
40s 0 0S 1.00f 1.50s 2M,
2,503 MW 3_Sos 4.00,
4.50,
Particle Velocity
Versus Frequency - USBM Limits
(RI 8507, 1980)
10.00
Radial (Ft) - in/s (mmis)
10.00
Vertical (V) - lnls (mmis)
10.00 Transverse (T)
- rods (mmis)
(254.00)
(234.00)
(254.a0)
1.00
1.00
1.00
(25 d0)
(25.40)
(25.40)
0.10
x
D.10
0.10
x
x
xx & x
(2.54)
a� x
(2.54)
(2.54) z
x>xx x
x
xx
x x xx
x xxxx
x xx
x x
x x x
xx xx
x xx x
Q.OI
�_- „� „`
0.01
0.01
(0.25)1
to 100
(0.25)l
10 100
(0.25)l 10
1ao
Frequency (Hz)
Frequency (Hx)
Frequency (Itz)

EIIARTIH MARIETTA AGGREGATES
PLANT N YEAR SHOT NO
BLAST REPORT
14V7 1 2R5 sa
1
OUARRYfMINE EastAlamance STATI< NC. DATE: QW20135
TIMEOEBLAST 01:59pm
T
2.
Type of Material Blasted GRANITF PURCHASE ORDER NUMBER:
3.
Weather Condition: Clear X P/Clear 01Cast Overcast W ndlfrcm5peed 15 Temp 46
4.
LvQatlon of Blast; Top Bench South Wail
S.
Directionl0istance from Blast to Dearest Non -Quarry Building 4'LF._.1 ?Ga W
_
S.
Type of Blast: Production: X Other (describe)
7_
MUMBER OF HOLES; 29 No. of inclined Holes:
No, of leveling Hall 13
3.
HOLE DEPTH: 33 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
9 Type of slemrning: #78'M
9_
BURDEN: 12 SPACING: 14 No. of rows 2
Depth of Sub Orillin 3
10.
Deck Loading: no X Yes (diagram on reverse) Mats used: NO
X YES
11.
Type of Initiation: electric X No. of SeriesJCircuits 3 Non electric
Other NA
12
Blasting Machine Model: PT-175 _5equentlal Setting: 42.42
13.
If sequential, was blast fully activated before first hole detonation occurred? Yes X
No
14.
DetonatorsUsed: Manufactured by UES's Type RICIDET Total Number 72
MS
Length
SOFT
24FT
Al
92
03
44
1 IF
NS
I
5
NIS
3
5
47
3
5
MS
Length
5017
24FT
NO
3
5
#B
3
4
N1r1
2
3
Nil
1
2
a12
2
4
#15
2
2
414
2
2
I
EXpIO$Iyes Materials and SeryiceS_Used:
M5
Length
50FT
24FT
wlYs
2
2
ale
2
2
#17
1
2
of
1
iris
#20
High erperiod, N ON E L, 0 of Cord (n
so,
m31a
40'
M S'19
20.
rnsg
20'
ma25
40'
rn342
20'
17m
,SN' lead fine
PoundsRJnits
Manufactured by:
Namafrrademark
Size
7965
slastriie:
Fragrrax FR
BULK
81asinle
Biaxtrke Anlo
BULK
39
i
Spartan88
1lborange 1LB
10
0
slasviie 4
3.314 03
Bulk
I 35
Saosthte 2x8
Emulex 2X8
2X8
i
81a:trit0
f ragmita50 1701
Guik
16, SHOT SERVICE: YES X NO
DEWATERING SERVICE;YES NO x
17. TOTAL POUNDS IN BLAST: 8060 TONS IN SHOT: 12451 POWDER FACTOR;(TOHSILBS.} 1.54
8. EXPLOSIVES PERFORMANCEISERVICE: EXCELLENT ACCEPTABLE X POOR CPT 0.22
BREAKAGE: EXCELLENT X POOR COMMENTS
WALLJSACK-BREAK CONDITION: EXCELLENT X
9. BLASTER-1N•CHARGE(narne,signature. IIc. no.): Le
'4. PLANT MANAGER (stgnaturey:
Tony Jenkins
I
v:; Rrt rf.2117•RM COPY TO p15 TFUC TOMB ION(EXPLOSIVES) RET.4N! YEwxS BLA57fSEISidpGRroMnnaTlrpRnW,�L FgpL+RT

SEISMOGRAPH RECORD
Z1. Seismograph location_ Trailer Park LT 4
22. ` Distance to Blasi 1400 Blasi Dimction SW PPV- Q.1 D APr(DBL) 124 Tape/Ever 143
23. Seismograph-iadeluSedal No. MR--'g 2095 Operator: Michael Lane
2 $_ doles per Delay 1 MAXEXPLO51v£ LB. PER ?FLAY • 277,9 Min,defay time between any two holes; arms.
26. Sealed distance Distance to nearest non-glrarry bidg.(Llne5)= 82.98
Sq. Root of Max. Lbs per rleisy (line 24)
?6. Blasi Daufam (Must Be Complete)
C) C �D 0 (D
>IS is 13 + 11 (0 80 QD
17 ��• �� 14 73 �� 17 10 fp j [$ ] [° ]
ro `
(D
13 toe hales

MARTIN MARIMA AGGREGATES
PLANT N YEAR SHOT NO
BLAST REPORT
44127 1 2005 1 53
1
OUARRYIMINE EastAlamance STATE _NC. DATE: 12/2/2005
TIMEOF8LAST 01:59prn
2.
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
3.
Weather Condition: Clear X P1CIear 01cast Overcast WindlfromSpeed 15 Temo 4E
4.
Location of Blast: To Bench South Wall
5.
, Directi❑nlDistanve from Blast to Nearest Non -Quarry Building {'
5.
Type of Blast: Production: X Other (describe)
7.
NUMBER OF HOLES: 29 No. of inclined Holes.
No. of leveling Holi 13
3.
HOLE DEPTH: 33 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
9 Type of stemming; 478'M
9.
BURDEN: 12 SPACING: 14 No. of rows 2
Depth of Sub Drildn 3
10_
Deck Lading: no X Yes (diagram on reverse) Mats used; NO
X YES
11.
Type of initiation: elecldc X No. of SeriestOrcuits 3 Non electric
Other NA
12
Blasting Machine Model: PT-175 Sequential Setting: 42,42
13.
If sequential, was blast fully activated before first hole detonation occurred? Yes X
T No
14.
Detonators Used: Manufactured by UErB's Type FtIODE:T Total Number 72
15,
16.
17
18.
h15
Length
80FT
24rT
#1
42
93
094
1
45
1
5
#6
3
5
sl7
3
5
INS
Lanpih
8❑FT
24FT
#8
3
5
1i$
3
4
910
1 2
3
oil
t
2
0112
2
4
#13
2
2
Ot4
2
2
Explosives Materials and Services Used:
MS
Lenglh
eOFT
24FT
0?5
2
2
#16
2
2
$17
1
2
41T8
I
gig
#20
Fl19hor period, NONEL,Det COrd(n
60'
mala
40'
M319
;tn'
ms9
20'
ms25
40'
m3A2
20,
17m
590' lead line
Pounds units
Manufactured By:
NamelTredemark
Size
7986
Slastets
Frltprnax FR
BULK
Blwrite
Blasinte Anfo
BULL(
39
Sparinn 88
1 lb orange 1LB3
1LB
3
alaslrila 4
3-314 x13
Faulk
35
Boostrite 26
jErnulex 2X8
2X8
i
Bt9;Ira to
F ragmll 0 50 17 01
18ulk
SHOT SERVICE: YES X NO
TOTAL POUNDS IN BLAST: 8060 TONS IN SHOT:
EXPLOSIVES PERFORMANCE/SERVICE. EXCELLENT
BREAKAGE: EXCELLENT X POOR
WALLlBACK-BREAK CONDITION: EXCELLENT
DEVYATERING SERVICE. -YES NO X
12451 POWDER FACT0R:(r0N9A.89.) 1.54
_ACCEPTABLE X POOR
COMMENTS
X
19, t3LA5TER-IK-CHARGE(name.signature.lic_ n❑.): Larry Ke
20, PI.ANT MANAGER (signature):
sLIRrr 91_21 (Va3} CDRY TO DISTRICT, 0 (ION LExfL0*FVESl RETAN S YeAPS
Jenkins
CPT o.22
FuA8T19EISMC1MAPH'V 1TH0RAWAL REPORT

Shot #53
File: 2005@ 143.DTB Event Number: 143 Date: 12/2/2005 Time: 13:59
Acoustic Trigger: 119 dB Seismic Trigger: 0.03in1s 0.762mmfs Seriai Number: 2095
Amplitudes and Frequencies Graph Information
Acoustic (A): 124 dB @ 7.6 Hz Duration: 0.000 scc To.- 4.500 sec
(0.32Mb 0.0046psi 0.0320kPa) Acoustic Scale;
Radial (R): 0.08inls 2.032usmis a@ 24.3Hz 124dB 0.32Mb (0.08OMbldiv)
Vertical (V): 0,04inls 1.016mrnls @ 20.4Hz Seismic Scale:
Transverse M: 0.10inis 2.54mmis @ 32.4FIx 0.20in1s (0.050irdsldiv) 5.08mrnls (1.270mmisldiv)
Vector Sum (VS): 0,1095in/s 2.7824nm:ls Time Line Intervals at: 0.50 s
Calibration Date (yyyy1mnVdd): 20044111119
Cul1.02
Cal U.51
- - - - Cal
0.50
Cal 0.51
pm, 0.505 1.00n 1,301 INS 2.301 3-00, MOs 4.00S 4..93
Particle Velocity Versus Frequency - USBM Limits W 8507, 1990)
10.00 Radial (R) - inls (musk) 10.00 Vertical (►) - inls (malls) 10.00 Transverse (T) - inls (mmis)
(25d.00)
1.00
(25,40)
0.10
(2.54)
0.01
(254.00)
1.00
(25.40)
0.10
(2.54)
0,01
(254.00)
(25AD)
0.10
(2.54)
x
x
xMix
xxax x
x x:ocx
At XX)=
0,01
(0,25)l I0 100 (0.25)1 10 100 (0.25)1 10 100
Fsmquency (Hz) Frequency (Hz) Frequency (Hz)

P3ARTIN MARIETTA AGGREGATES
PLANT N YEAR
3HOT NC
ELAST DEPORT
4.4327 20D5 1
54
1
OUARRYIMINE East Alarnancs STATE INC. OATS W712005
TIMEQF'9LAST 03:400m
2.
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER;
3-
Weather Condition: Clear X P1Clear O/cast Overcast WindlfrornSpeed
5 Temp
50
a-
Location of Blast; Second Bench South East Wall
5.
CirectionlDistance from Blast to Nearest Non -Quarry Building S E 1426
G.
Tvpe of Olast Production: X Other (describe)
7.
NUM13ER OF HOLES: 19 No. of inclined Hales:
No- of leveling Holes:
8-
ROLE DEPTH: 45 AVG HOLE SIZE 5_�5 STEMMING HEIGHTS:
9
Type of stemming:
#78W
9
BURDEN: 12 SPACING: 14 No. of rows 2
Depth of Sub Drillin
3
10-
Deck Loading: no X Yes (diagram on reverse) Mats used: NO
X
YES
11.
Type of Initiation: electric X No- of Series/Circuits ' 2 Non electric
Other
NA
12
etasting Machine Model: PT-175 Sequential Setting: 42
13.
If sequential, was blast fully activated before first hole detonation a urred? Yes X
No
14.
D onator ed: Malawfactured by UEB's I Type RIODET Total Number
- 38
MS
f I Wr I 2AFi I
MS
Length
00
1
,
#B
1
t
#10
2
all
1
z
alz
2
1
413
2
2
#14
2
2
15. Explosives Materfals and Services Used.
Us
Length
B0FT
24FT
415
1
2
#lS
2
1
#17
2
2
#18
1
2
919
1
t
024
t
Higher period, NONEL,Oet Com(n
so'
rnsla
40.
MS1 9
20,
r so
20•
ms25
40•
MSA2
zo'
17M
500' lead line
PoundslLlrlitx
Manufactured By
NamefTredemark
Site
$361
Bladtnle
Frapmax FIR
BULK
Blastrite
Blastrite Anfo
BULK
;l 20
Spartan59
1lbomrgs 1LB
1LS
0
B1eS101e 4
3-314 x13
Bulk
!y 1-9
BOaltnte 2xe
Ernubex 2X9
2X8
if 4000
Blastrhe
Fragmite5R 1701
Bulk
1$- SHOT SERVICE; YES X NO DEWATERING SERVICE.YES NO X-
17. TOTAL POUNDS IN BLAST; 10400 TONS IN SHOT: 11420 POWDER FACTOR: (TONSIL BSJ 1.10
la. E'''PLOSIVES PERFORMANCE/SERVICE: EXCELLENT ACCEPTABLE X POOR CPT D.29
91?EAKAGE: EXCELLENT X POOR COMMENTS
v ALUBACK-BREAK CONDITION, EXCELLENT X -
19, zI.ASTEP IN-CHARGE(name.signature,Gc. no.): La
24. ri-ANT MANAGER (signature):
r'?^P ^17 CQPY TO LIISTPICr,OMSrONeEXPLOS+Y881FMTAINO YEAAS�
Jenkins
0 E C 13 V"0a
LAN 0C1JNV 1,*SECTION

SEISMOGRAPH RECORD
21. Seismograph LoCalion: Trailer Park LT 106
22. Distance to Blast 1426 Blast Direction SE PPV= 0.51 Alr(DBL) 115 Tape/Ever 144
<3. Seismograph Model/Serial No. MR-2g 2095 Operator, Michael Lane
24. Holes per Delay 1 MAX.EXPLOSIVE LnS.PER DELAY = 547.4 Min.delay time between ally two holes: 8ms.
25. Scaled distance = Distance to nearost non -quarry bldg.(Line5)- 60.95
Sq. Root of Max. Lbs per delay (line 24)
')5 slast Diagram :Must Be Complete)
Qfaw in Mole Patrern. Cao Lavaut. Timmi(�g Pgr ircuit nd An O r ommentj
d
II —_
0 16 13 'z 11 10 O
S
,�13 '0 0
r r
1
i

MARTIN MARIETTA AGGREGATES
PLANT N YEAR SHOT NC
ELAST REPORT
44327 2005 1 54
1
QUARRYIMINE EastAlamance STATE NC. DATE: 12R12005
TIMEOFBLAST 03:40prn
2.
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
3.
Weather Condition: Creer x P1Clear Olcast Overcast Wind4romSpeed 5 Temp 50
4,
Location of Blast: Second Bench South East Wall
S.
DirectionJOistance from Blast to Nearest Non -Quarry Building S E 1426
6.
Type of Blast: Production: X Other (describe)
7.
NUMBER OF HOLES: 19 No, of inclined Holes:
No. of leveling Holes:
s.
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
9 Type of stemming: *78'M
9.
BURDEN: 12 SPACING: 14 No. of rows 2
Depth of Sub Drill in 3
1p.
❑eck Loading: na x Yes (diagram on reverse) Mats used: NO
x YES
t 1.
Type of Initiation: electric _ X No. of Series/Circuits 2 Non electric
Other NA
12
Blasting Machine Model: PT-175 Sequential Setting: 42
13.
If sequential, was blast fully activated before first hole detonation occurred? Yes x
No
14.
DetonatorUsed: M nu# ured by UEH's Type RIODET Total Number 38
15.
16
17,
16.
19.
MS
Len uh
GOFT
24FT
#$
S
1
09
1
1
010
?
1
lit
1
2
412
2
1
#13
2
2
k14
2
2
Explosives Materials and Services Used
MS
Length
SOFT
24FT
#is
1
2
#16
2
1
#17
2
2
#18
1
2
#19
1
#
#20
1
Higher period, NONEL,Det Cord(n
so'
ms1$
40'
ri1Sig
20'
ms9
20'
msM
40'
ms42
20'
17m
$00' lead line
I
Poundslunits
Manufactured By
Name/Trademark
Size
T
C-361
Btastrile
Fragmax FR
BULK
Blaslrite
slasbite Anfo
BULK
20
Spartan a8
i Ib orange tLS
iLS
Q
13Iaslrile 4
3-314 x13
Bulk
1$
aQostlita2xs
Emulex 2X8
2xg
I
i 1000
jejesnize
FragmitaH 1701
lowk
SHOT SERVICE; YES x NO DEWATERING SERVICE:YES NO x
TOTAL POUNDS IN BLAST: 10400 TONS IN SHOT: 11420 POWDER FACTOR: (TONSIL SS. t.10
E :PLOSIVES PERFORMANCE1SERViCE: EXCELLENT ACCEPTABLE x POOR CPT 0,29
SgEAKAGE: EXCELLENT X POOR COMMENTS
Y"ALLIBACK-BREAK CONDITION: EXCELLENT x
SI_ASTER-IN-CHARGE(rtame,signature,lic. no.): La
1 20. r-ANT MANAGER (signature):
- -I -1.:1 7 !14 COPY TO 1119TRICT• CM SM M-XIDLOffiNL• S) RETAIN y YFARS
Jenkin
RIM+y Aww EPORr
ECG 4 4 2005
LAND QUALITY SECTION

Shot# 54 Seismograph was set up at Mr.
Ted Howard residence. direction from blast was
South East and the distance was 4,329 feet.
File: [e-mail] Event Number: 338 Date: 12/7/2005 Time: 15:42
Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1624
Amplitudes and Frequencies
Acoustic (,4): 106 dB @ 0.0 Hz
(0.04Mb 0.0006psi 0.00400a)
Radial (R): 0.02in/s 0.508mm/s @ 51.2Hz
Vertical (V). 0.02in/s 0.508mm/s @ 26.9Hz
Transverse (T): 0.0I5inls 0.381mm/s @ 32.OHz
Vector Sum (VS): 0.0224in/s 0.568mm/s .
Calibration Date (jM1r m/dd): 2005/03118
10.00
(254.00)
1.00
(25.40)
0.10
(2.54)
0.01
Graph Information
Duration: 0.000 sec To: 4.500 sec
Acoustic Scale:
l20dB 0:2OMb (0.05OMb/div)
Seismic Scale:
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Line Intervals at: 0.50 s
Cal 1.02
V
Cal 0.50
V
Cal 0.50
. V
0.50
Caf.� _
50s IAA L50s 2.00, 2.501 3.00s 3.50s 4.00s 4.501
Particle Velocity Versus Frequency - USBM Limits M 8507, 1980)
Radial (R) - ink (muds) 10.00 Vertical (V) - JR/S (mmis) 10.00 Transverse M - ids (mmis)
(254.00) (254,00)
(0.25)I
F
/ 1.00
/ (25.40)
0.10
(2.54)
xx
x x x x 0.01
100 (0.25)1
(Hz)
10
ncy (Nz)
1.00
(25.40)
0.10
(2.54)
0.01
100 (0.25)

t
shot# 54
File: 2005L]a..144.DTH Event
Number: 144 Date: 12f712005 Time: 15:40
Acoustic Trigger: 119 dB Seismic
Trigger: 0,03inls 0.762rnm/s Serial Number: 2095
Amplitudes and Frequencies
Graph Information
Acojaric (A): 116 dB @ 7.8 Hz
Duration: 0-000 sec To: 4.500 see
(0.12Mb 0.0017psi 0,0120kPa)
Acoustic Scale:
Radial (R): 0.41in/s 10.414mmfs @ 18.9Hz
120d$ 0.2Wb (0.050Mb/div)
Vertical (V): 0,29inls 7.366mmis @7a 21.3H-z
.Seismic Scale:
Transverse (T): 0.51in/s 12.954mm1s @ 20.4Ex
0.51infs (0.128infs/div) 12.95rnmis (3.239mrn/sfdiv)
Vector Sure (VS): 0.5384in1s 13.676mrrlls
Time Line Intervals at: 0.50 s
Calibration Date (yyyy/mmldd): 2004/11/19
Cie L02
Cal r3.49
Cal 0.50
Cal0.50
��
S
Opt 05ft 1.00. L. 05 2.00.
2.50. 3.00s 3.50$ 4.W%
4.50s
Particle Velocity Versus Frequency - USHM Limits
(RI 8507,
1980)
10.00
Radial (R) - Ws (ma)s) 10.00
Vertical (V) - Inh (lilmts)
10.00
Transverse (T)
-'sins (mrWs)
(254,00)
(254.00)
(254,00)
1.00
1.00
1.00
(25.aa)
(25.4n)
(25,40)
'
x
x
x
0,10
><
xx3c
x xx f
x�x
a
x 0.10
x
x
�
4,10
x
(2.54)
x x (?.54)
x
(2.54)
x x
>
x
x x x
xxxx
x
xx x
xx
x xx
xx
x
0.01
0.01
0.0 f
(0.25)1
10 100 (0.25)1
10 100
(0.25)l
10 100
Frequency (Hz)
Freyucncy (Hz)
Frequency (Hz)

Martin Marietta Aggregates
PO. Wx30013
Weigh. Nodh Cam na 27622-0013
%lep have: 919.781.4550
December 16, 2005
Ms. Kristin Hicklin
NC Department of Environment and Natural Resources
Assistant State Mining Specialist
1612 Mail Service Center
Raleigh, NC 27699-1612 " WEGEWED
Reference:Your letter dated December 6, 2005 OC 10 21V
Blasting Complaint, East Alamance Quarry
Permit No. 01 -08 1,AND QtfALi�'Y S
Alamance County
Cape Fear River Basin
Dear Ms. Hicklin,
Enclosed are the requested duplicate Blast Records and seismic reports for
Shots #52 - # 54 for the complaint issued to you on December 2, 2005 at our East Alamance
Quarry by Mr. Ted Howard.
Enclosed is a sketch, provided by the Plant Manager, of the relative position of each of
the shots enclosed, the location of our seismograph, and Mr. Howard's residence. As you will
see, two seismographs were set up on Shot #54, the closest location and Mr. Howard's. We have
been unsuccessfully trying to invite Mr. Howard to a shot to see first hand the shot process.
Hopefully the enclosed will assist you in making your evaluation.
Please call if you have any questions.
Sincere] ,
Dean A. Wiegand
Manager- Explosives Engineering

LA
RECEWD
DEC 18 2W
e

f+AARTIN MARIETTA AGGREGATES
Pt.ANT N YEAR SHOT NO
13LAST REPORT
44V7 1 2005 52
1
QUARRY/MINE East Alamance STATE NC. DATE: 11122105
TIMEOFSLAST 0155pm
2.
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
3,
Weather Condition; Clear X PlClear Olcast Overcast Windffrom5peed 15 Temp 46
4.
Location of Blast: Fourth Bench NorthWest V1lall
5.
Dire ctionlDistance from Blast to Nearest Non -Quarry Building N W 1750
6.
Type of Blast: Production; X Other (describe)
7,
NUMBER OF HOLES: 35 No. of inclined Holes;
No. of leveling Hah B
8.
HOLE DEPTH: 44 AVG HOLE SIZE 5.5 STEMMING HEIGHTS;
9 Type of stemming: #76'M
9.
BURDEN: 12 SPACING: 14 No. of rows 3
Depth of Sub Drillin 3
10.
Deck Loading: no X Yes (diagram on reverse) Mats used: NO
X YES
11.
Type of Initiation; electric X No. of 5erieslCircults 5 Non electric
Other NA
12
Stasting Machine Model; PT-175 Sequential Setting: 17.17,17.17,17
13.
If sequential, was blast fully activated before first hole detonation occurred? Yes x
No
14.
Detonators Used:Manufactured by UEB's Type RIODET Total Number 80
MS
Length
SOFT
24FT
#1
#2
43
04
#5
1
6
#s
3
s
#7
5
3
MS
l.wnplh
60FT
24FT
08
3
3
we
4
3
016
4
4
#11
4
4
#12
3
4
#13
3
3
#14
3
3
1
15. Ex lostves Materials and Services Used:
MS
Length
rOFT
24FT
0*5
2
3
#18
1
2
017
0
1
Ole
1
❑
#19
1
#20
Higher penud, NONEL,Det Cord{n
B❑'
msi8
40'
MS19
2❑'
ms9
2❑'
me25
4❑'
rm42
20'
17rn
500• lead line
PoundslUngs
Manuraclured By
Nome `trademark
size
6
Blasidle
Fragmax F,R
BULK
Slastrita
81891trde Anta
SULK
38
soartan 88
1 iC orange iL8
1 LB
0
819strlts 4
3.304 03
Bulk
45
apv ime 2x8
Emulax 2X8
2X8
17517
Blastr to
Fregmite5❑ i 7fl1
Bulk
1G, SHOTSERVICE: YES X
17. TOTAL POUNDS IN BLAST: 17500
NO DEWATERING SERVICE:YES NO x
TONS IN SHOT: 20536
1$. EXPLOSIVES PERFORMANCE/SERVICE, EXCELLENT
BREAKAGE: EXCELLENT X POOR
INALUBACK-BREAK CONDITION: EXCELLENT
19. BLASTER-IN-CHARGE(rlame, signature,lic. no.): Lar
20, PLANT MANAGER (slgnature=:
ACCEPTABLE
COMMENTS
x
Tony Jenkins 1�I
POWDER FACTOR:(TONSfLa5_) 1.17
X POOR CPT 0.29
renv r, 'I (7ee3, COPE' 1`0 QISTRIGY, OMSION 1GxPLO91VE8) RETAIN 5 YEAR$ aLA WEISM00eAPHWIMIDRAWAL REPORT

SEISMOGRAPH RECORD
21. Seismograph Location: The Burtons Place
22. ' Distance to Blast 1750 Blast Direction, N W PPV= 02 Air(OBL) 117 TapelEver 141
.3. 36ismagraph klodellSe6al No. MR-29 2095 Operator. Michaal Lane
Holes per Delay 1 MAX.EXPLOSIVE LBS,PER DELAY - 542.9 Min.delay time between any two holes: ame.
24. Stated clivant:e = Distance to nearest Itw,-quarry bin! .(L(ne5)= 78.04
Sq. Root Of MAY. Lbs per tlLl8y (line 24)
2G. 5lasr Diagtsm tuusl Be Complain)
Draw in Note Pattern, Cap Layout, Tjmmic a -Per Circuit. pnd Any Other Cornments
0,l� � 10 ws holes [(aQ in wish shot
E) S SS �
to 1g 12 t1 � � �� to tt 12 13 in t5 'i6 1$

Shot #52
Fite; 2005@141,DTB Evcnt
Number: 141 Date; 11122/2005 Tune: 15:55
Acoustic Trigger: 114 dB Seismic Trigger: 0.031n1s 0.762mm1s Serial Number: 2095
Amplitudes and Frequencies
Graph Information
Acoustic (A): 117 dB @a 4.2 Hz
Duration: 0.000 sec To: 4.500 sec
(0.14Mb 0.0020psi 0.01400a)
Acoustic Scale. -
Radial (R): 0.20in1s 5.08mmis @ 22.211x
12OdB 0.20Mb (0.050Mb1div)
Vertical M: 0.1 Oin/s 2.54mmis (cry 46.514z
Seismic Scale.,
Transverse (P. O.19in1s 4.826mmis @ 25.6Hz
0.20inls (0.050inlsldiv) 5.08mm1s (1.270mnatsldiv)
Vector Sum (VS): 0,2494in1s 6.3092mmis
rime Line Intervals at: 0.50 s
Calibration Date (yyyy1Mnz1dd): 2004/11/19
Cal 1.02
Cal 0.49
Cal 0.50
Cal 0.50
5
.40I a 59s 1.00% 1.50S 2.M
2.50, IM 3.50s 4-DU
Particle Velocity
Versus Frequency - USBM Limits
(RI 8507,
1980)
10.00
Radial (R) - inis (mulls)
10.00
Vertical (V} - lals (muds)
10.00
Transverse (n
- ials (mmts)
M4.00)
Z
(254.00)
(254.00)
1.00
1.00
1.00
(25.40)
(25,40)
(25.40)
0.10
x
AJOR
x
0.10
x
0.10
x
xx x� x
2.54
( )
_ x
IF
(2.54)
�
(2.54}
x �icxiec x
=
xx
x x xx
x xxsx
x xx
x x
x x x
xx xx
x xx x
0.011.1O.01
0.01
(0,25)1
(0.25)I
1D 100
(0.25)1
10 100
10
100
Frequency (I•Iz)
Frequency (Fla)
Fiequency (Hz)

1
2.
3.
4.
5.
6.
F.
9.
11.
12
13.
14.
15.
MARTIN MARIETTA AGGREGATES
BLAST REPORT
PLANT N YEAR 31HOT NO
44127 1 2005 1 53
QUARRY/MINE East Alamance STATE NC. DATE. 121212005
TIMEQFBLAST 01:5Spm
Tyoe of Material Blasted GRANITE PURCHASE ORDER NUMBER:
Weather Condition: Clear X P1Clear Olcast Overcast WindlfromSpeed
15 Temp 46
Location of Blast: Top Bench South Wall
0 i rection/Di stance from Blast to Nearest Non -Quarry Building
Type of Blast' Production: X Other (describe)
NUMBER OF HOLES: 29 No. of inclined Holes:
No, of leveling Hole 13
HOLE DEPTH: 33 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
9
Type of stemming: #76'M
BURDEN: 12 SPACING: 14 No. of rows 2
Depth of Sub Drillin 3
Deck Loading: no X Yes (diagram on reverse) Mats used: NO
X
YES
Type of Initiation: eleGtriG X No. of SerleslCircuits 3 Non electric
Other
NA
Blasting Machine Model: PT-175 Sequential Setting: 42,42
If sequential, was blast fully activated before first hole detonation occurred? Yes X
No
Det nat rs Used: Manufactured by UEB's Type RIDDET Total Number
72
MS
Length
SOFT
24FT
411
#2
#3
#4
1
45
1
5
08
3
5
#7
3
5
MS
Length
SOFT
j 24FT
#e
3 1
5
#9
3
4
#10
2
3
pit
1
2
#12
2
4
#t3
2
2
Atli
2
2
Ex los'ves Materials and Services Used:
MS
Length
SOFT
2dFT
ass
2
2
#16
2
2
017
1
2
418
1
419
1024
Higher pef!W. NONEL,DLt Cardin
So'
msla
40'
ms19
20'
msg
20'
rna25
40'
ms42
20'
1im
500' lead line
Poundal Units
Manufattured By:
NsmwTrademark
Size
798E
aiaalrite
Fregmex FP
EIULK
gleglite
DlastOte Anfo
BULK
39
Spartan 8a
116orange 1LB
1LB
0
alaatriSe 4
3.314 x13
Bulk
35
Saysthle 2x8
Emulex ZX8
2X8
I
9lastrita
Fragmile5o 1701
sulk
16. SHOT SERVICE: YES x
17. TOTAL POUNDS IN BLAST;
NO DEWATERING SERVICE:YES NO x
8060 TONS IN SHOT: 12451 POWDER FACTO R:{TONMOS.I 1.54
is. EXPLOSIVES PERFORMANCE/SERVICE: EXCELLENT ACCEPTA81LE x POOR CPT 0.22
BREAKAGE: EXCELLENT X POOR COMMENTS
WALLA3ACK-BREAK CONDITION: EXCELLENT X
19, BLASTER-IN-CHARGE(name,signature.lic. no.): Lar
20, PLANT MANAGER [signature]:
r!"P ] +f 1.,11 01 iy COPY TO OISTR1 ", OMSION tEHPLOGIV69] RETAIN $ YFM5
Tony Jenkins
DEC 19 -
LAND QUALITY SECTION

r
SEISMOGRAPH RECORD
?1. Seismograph Location: Trailer Park LT 9 Ift%
22. Distance to Blasi 1400 Blast DireCtion SW PPV= t7.10 Air(DBL) 12A TapeJEver 143
23. 5aismograph MudellSwial No. MR-w9 2U95 Uperaiar. hlichael Lane
24_ Holtes per Delay 1 MA?t,EXPLpsJVE LS;..P£R !BELAY ■ 277.9 Mln.oelay time batween any two hales. Bms.
25. Scaled distance = Distance to nearest Aup-quarty bldg.(LineS)= 83.9.5
Sq. Rool of Max. Lbs per rialay (Ilnr lay
2& Blast Diagram ;trlust Be Complete)
prawin HolrLP�e.n. Ca Layout, TIMMing Per (irrcuit_angiAny Olhcr+Nornmenl5 1#
CD �Doo00
13 toe hales
j� �,s ,a (�3 �� it 1❑ l'
I�

0
Shot #53
File: 2005(7a 143.DTB Event Number: 143 Date: [212/2005 Time. 13:59
Acoustic Trigger: 119 dB Seismic Trigger. 0.03in1s 0.762mm1s Serial Number: 2095
Amplitudes and Frequencies Graph Information
Acoustic (A): 124 dB @ 7.6 Hz Duration: 0.000 see To: 4.500 see
(0.32Mb 0.0046psi 0.032001a) Acoustic Scale_
Radial (R): 0.08inis 2.032mmis Q 24.3Hz 1240 0.32Mb (0.080Mbldiv)
Vertical (V): 0.04ir11s 1.016ra1mis @ 20.4H.z Seismic Scale:
Transverse (T): 0.10ials 2.54mmis @ 32.OHx 0.20inls (0.050inlsldiv) 5.08mmis (I.270mtnisldiv)
Vector Sum (VS): 0,1095in1s 2.7824mnnls Time Line lritervals at: 0.50 s
Calibration Date (yyry/mmldd): 2004/11119
Col 1.02
Cul 0.51
Cal 0.50
-11,/
Cal 0.51
D.DO% 0.50s I.DOs 1-1% 20Ds I;Ds 3.00, 3.50s kws 4.50s
Particle Velocity Versus Frequency - USBM Limits (RI 8507,1980)
10.00 lt.udial (R) - iuls (mmis) t0.00 Vertical (V) - inls (mmis) 10.00 Transverse (T) - ials (mmrs)
(254M)
1.00
(25.40)
0.10
(2,54)
0.01
(0.25)
(254.00)
(254.00
1.00
1.0
(25.40)
(25,4C
0.10
0.1
(2.54)
(2.54
xa
x x tom
xXK x XK
0.01
0.0
(0.25)1
10 100 (0.25
Frequency (142) Frequency (Hz) Frequmey (Hz)

1
2-
3.
4.
5.
' fi-
7.
B.
11.
12
13.
14.
15
MAR71N MARIETfA AGGREGATES
PLANT N YEAR 3110T NO
BLAST REPORT
44327 1 2-005 1 54
QUARRYIMINE East Alamance STATE INC. DATE: 12/7/2005
TIMEOFSLAST 03:40m
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER;
Weather Condition: Clear X P1Glear Olcsst Overcast WindlfromSpeed 5 Temp 50
Location of Blast: Second Bench South East Wall
DirectionlDistance from Blast to Nearest Non -Quarry Building S E 1426
Type of Blast: Production: X Other (describe)
NUMBER OF HOLES: 19 No. of inclined Holes:
No- of leveling Holes:
HOLE DEPTH: 45 AVG HOLE SIZE 5-5 STEMMING HEIGHTS:
9 Type of stemming: #78'M
�
BURDEN: 12 SPACING: 14 No. of rows 2
Depth of Sub Drillin 3
Deck Loading: no X Yes (diagram on reverse) Mats used: NO
X YES
Tye)e of Initiation: alEctric X No. of SerieslCircuits 2 Nan eler-tric
Other NA
Blasting Machine Model: PT-175 Sequential Setting: 42
If sequential, was blast fully activated before first We detonation occurred? Yes x
No
Detonators USed_Manufactured tw LIES's Type R1ODET Total Number 38
MS
length
60FT
24FT
uV
112
#3
44
#5
as
u7
1
MS
Length
50FT
i 24FT
f7$
1
1
#8
I
1
410
2
1
#11
1
2
#12
2
1
#13
2
7
014
2
2
Explosives Materials and Services Used:
HIS
Leogm
BQFT
24FT
p15
1
2
016
2
1
017
2
2
#18
1
2
#19
1
1
020
1
Higher period. NOWEL,Del COrd(r)
60'
ms 18
40'
MS19
24'
ms9
20'
ms25
410'
ms42
20'
17m
5W lead lint?
I
POUndSillrldS
Manufactured By:
Namerrrademerk
Size
6361
BI&strite
Frapmax FIR
BULK
BlaWte
Slastroe Anfo
BULK
20
Spartan 88
1 Ih orange 119
1 LS
0
818stnts 4
34M x13
Bulk
19
BooWte 2x8
Emula7 2X8
2X8
4000
Biastrite
FragrWW50 1701
Bulk
16, SHOT SERVICE: YES X NO DEWATERING SERVICE:YES NO x
17. TOTAL POUNDS IN BLAST: 10400 TONS IN SHOT, 11420 POWDER FACTOR:(TONSILSS.} 1-10
18. EXPLOSIVES PERFORMANCE/SERVICE: EXCELLENT ACCEPTABLE X POOR CPT 0-29
BREAKAGE: EXCELLENT X POOH COMMENTS
WALL/BACK-BREAK CONDITION: EXCELLENT X
19- BLASTER-IN.CHARGE(name,signature,lic. no.):
20. PLANT MANAGER (signature):
SCR V OGf 1 17A3; COPY M dSTRIG7, DIVAS ION FE rPLOSNES} REMAIN $ YEM91
Jenkins
aIASaIS ECEWR Rm Po
DEC 1 � 2005
LAND QUALITY SECTION

SEISMOGRAPH RECORD
21. Seismograph Location: Trailer Park LT 106
22, Distance to Blast 142E Blast direction SE PPV= 0,51 Alr(aBL) 115 Tape/Evei 144
21 Seismograph MadellSeriat No. MR-2g 2095 Operator: Michael Lane
24. Holes per Delay 1 MAX, FXPL4gN@ t,ti$.PER DELAY 547.4 Min,deiay time between airy two holes: Bms.
25, Scaled disisnce = Distance to nearasl non -quarry 5ld .(LlneS)s 6D.95
Sq. Root of Max. Lbs pen, delay (line 24)
2& Blasi diagram (Must Be Complete)
Draw in Hole Pattern. Can LavcuLTimmina Per Qguit and Any OlMer Comments
i

Shot#F 54 Seismograph was set up at Mr.
Ted Howard residence. direction from blast was
South East and the distance was 4,329 feet.
File: 2005®338.DTB Event Number: 338 Date: 12/7/2005 Time: 15:42
Acoustic Trigger: 120 dB Seismic Trigger: 0.02in1s 0.509mmis Serial Number: 1624
Amplitudes and Frequencies
Acoustic (A): 106 dB Qa 0.0 Hz
(0.04Mb 0.0006psi 0.00401cPa)
Radial (R): 0.02inls 0.508mmis @ 51.2Hz
Verdcal0: 0.02inls 0.908mmis (a 26.9Hz
Transverse (7):0.015in1s 0.38inunls @ 32.OHz
Lector Sum (VS): 0.0224iWs 0.568mmis
Calibration Date (y"y1mm/dd): 2005103/19
10.00
1.00
(25.40)
0.10
(2.54)
0.01
Graph Information
Duration: 0.000 sec To: 4.500 sec
Acoustic Scale:
120dB 0.20Mb (0.050Mhldiv)
Seismic Scale;
0.20inls (0.050inlsldiv) 5.08nwds (1.270mmisldiv)
Time Line Intervals at. 0.50 s
CAt1.02
�f
Cat 0.50
Cal 0.50
Cal 0.50
{s0s
Particle Velocity Versus Frequency - USBM Limits (RI 8507,1980)
Radial (R) - iols (mm1s) 10.00 Vertical (V) - hV% (mrnts) 10.00 Transverse (T) - lass (minis)
-.- -7 (254,00) (254.00)
(0.25) I 10
/ 1.00
(25.40)
0.10
(2.54)
xx
x x x x 0,01
LOO (0.25)1 10
1.00
(25,40)
0.1
(2.5�
0.011
100 (0.25)1
10
xx
(HZ)

shot# 54
File: [e-mail] Event Number: 144 Date: 12/7/2005 Time: 15:40
Acoustic Trigger: 119 dB Seismic Trigger: 0.03inls 0.762mmis Serial Number: 2095
Amplitudes and Frequencies
Acoustic (A). 116 dB @ 7.8 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Radial (R): 0.41 inls 10.414=Vs @ 18.9Hz
Vertical (V): 0.29in1s 7.366mm1s @ 21.3Hz
Transverse (T): 0.51inls 12.954mrnls @ 20,4I1x
Vector S2jm (VS): 0.5384in1s 13.676rnmis
Calibration Date (yyyy1mm1dd): 2004/ 11119
MOO
OO
. (254.00) €
1.00
(25.40)
0.10
(2.54)
0.011
(0.25)]
Graph Information
Duration: 0.000 see To. 4.500 sec
Acoustic Scale:
120dB 0.20Mb (0.050Mbldiv)
Seismic Scale:
0.51 inls (0.128in1sldiv) 12.95mmis (3.239rnmisldiv)
Time L fire Intervals at: 0.50 s
Cal 1.02
0.49
Cal
Cal 0.50
_ Caf�
503 Loos 1.506 2.O0s 2-50s 31wh 3.50a 4.001 4.50s
Particle Velocity Versus Frequency - USBM Limits (M 9507,1980)
Radial (R) - Inls (mmis) 10.00 Vertical (V) - ials (mmis) 10.00 Transverse (T) . ints (mmPs)
(254.00) �� (254.00)
•
0
(23.40)
x�
x
x Xc xx
0.10
xx
(254)
x x
x x x
xaxx
x xx
0.01.
(0.25)1
10 100
ncy (Hx)
1.00
(25.4O)0)
x
xxx
0.10
(2.54)
x
xx x
x=
0.01
10
100
(0.25)
Frequency (147)

NCDENR
North Carolina Department of
Environment & Natural Resources
Division of Land Resources — Land Quality Section
1612 Mail Service Center, Raleigh, NC 27699-1612
Phone [phone] Fax (919) r71 S-'a $O i
Facsimile
Datc: I ;L a- (a 4-Ods
TO: goo"
GA
U%ns
Phone No:
Fax No:
FROM � 144 �
Extension:
COMMENTS: i
cIre"+
You should be receiving age(s) including cover .sheet. I} you do not
receive all pages. please co , Ct sender.
0

vdo
�ls

TRANSMISSION VERIFICATION REP❑RT
TIME
12/12/2005 08:39
NAME
NC DENR DLR
FAX
9197158801
TEL
9197333833
5ER . 0
==xxxsa�rx
DATE,TIME
12/12 08:38
FAX NO./NAME
913365788846
DURATION
00:00:56
PAGE(S)
02
RESULT
OK
MODE
STANDARD
ECM

AkTn-K*A
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Michael F. Easley, Governor
Director and State Geologist ❑ecember 5, 2005 William G. Ross Jr., Secretary
Mr. Dean VViegand
Martin Marietta Aggregates
PO Box 30013
Raleigh, NC 27622
RE: Blasting Complaint
East Alamance Quarry
Permit No. 01-08
Alamance County
Cape Fear River Basin
Dear Mr. VViegand:
This office recently received a complaint directed at blasting practices conducted at the
referenced quarry. According to the complainant, Mr. Ted Howard, the vibrations produced from
the blast at the East Alamance Quarry on December 2, 2005 jarred window panes.
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 on December 2, 2005, including
any seismograph recordings made. Furthermore, please forward all shot information for one
production shot conducted immediately prior to and one production shot after the blast m question
for this office's review.
It is recommended that you discuss this matter with Mr. Ted Howard. His address and
telephone number are as follows:
2359 James Boswell Road
Green Level, NC 27217
[phone]
I look forward to receiving the requested information in the near future. Your continued
cooperation will be appreciated.
Sincerely,
Kristin H icklin
Assistant State Mining Specialist
Land Quality Section
cc: Matt Gantt, PE
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled l 10% Past Consumer Paper

MINE BLASTING COMPLAINT FORM
NAME IF PERMITTEE.
' mQ'v-it:q-c�-
MINE NAME/MINING PERMIT NUMBER:
COUNTY: -LtcA
COMPLAINANTS NAME: Qk
ADDRESS:
PHONE #: 3 34 - 5`79- 59
APPROX. DISTANCE OF COMPLAINANT'S RESIDENCE TO MINE:
DATES OF SEVERE BLASTS: J °� r 0 a ' I o pm
WEATHER CONDITIONS DURING THE BLASTS IN QUESTION, IF KNOWN;
NATURE OF COMPLAINVCOMMENTS:
dA,uV— 4b
,c:;ftkt t vi* . bva;k�q5 -of
INVESTIGATOR'S NAME: I11c i �`�7_►�41
DATE COMPLAINT RECEIVED:

1 l ,
f_
• F 1
. ,
a
i

Martin Marietta Aggregates
P O. Box 30013
laleigh, North Carolina 27622-0013
Telephone: [phone]
Ms. Kristin Hicklin
NC Department of Environment and Natural Resources
Assistant State Mining Specialist
1612 Mail Service Center
Raleigh, NC 27699-1612
Reference:Your letter dated October 3, 2005
Blasting Complaint, East Alamance Quarry
Permit No. 01-08
Alamance County
Cape Fear River Basin
Dear Ms. Hicklin,
October 19, 2005
RECED
OCT 2 0 2005
LAND QUALITY SECT10NI
Enclosed are the requested duplicate Blast Records and seismic reports for
Shots #40 - # 42, dated September 23, 2005 through October 3, 2005. This is in response to your
letter dated October 3, 2005, referencing a complaint on East Alamance for a shot on September
28, 2005 by Mr. Ted Howard.
As a note of explanation, the shot involving the complaint was on the top bench, and did
include several face holes as we are attempting to develop the top bench area. The seismic data
does, however, not show any abnormal off -site effects.
Please call if you have any questions.
Sincerely,
Dean A. Wiegand
Manager- Explosives Engineering

R7 IV
1
Z
3.
4.
5.
6.
7.
a.
9-
14.
ii.
12
13.
14.
15.
MARTIN MARIETTA AGGREGATES UCT tl; LLWLANT NJ YEAR SHOT NO
BLAST REPORT 44327 1 2005 40
LAND QUALITY SECTION j
QUARRYi'MINE' '' East Alamance S7ATE NC. DATE: 09123fa5 TIMEDFE lAST 11;53am
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
Weather Condition. Clear x PlClear Olcast Overcast WindlfromSpeed 5 Temp 90
Location of Blast: FOURTH BENCH NORTH WALL
Oirectionldistonce from Blast to Nearest Non-OuarTy Building NORTH 1850
Type of Blast: Production: X Other (describe)
NUMBER OF HOLES: 21 No. of inclined Holes: No- of leveling Hoh 0
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING HEIGHTS: 8 Type of stemming: #78'M
BURDEN: 12 SPACING: 15 No. of rows 2 Depth of Sub Drillin 3
Deck Loading: no X Yes (diagram on reverse) Mats used: NO x YES
Type of Initiation: electric No. of Series/Circuits . 2 Non electric X Other NA
Blasting Machine Madek HAND HELD POPPER Sequential betting'.
If sequential, was blast fully activated before first hole detonation ocCurred? Yes X No
Detonators Uaed: Manufactured by ORICA Type HANDIDET Total Number 54
Ex lasives Materi+ fs and Services Used:
i M5 = Length
50FT 24Fr
915
■ia
017
#1B
�! 19
`#2,0
Higher perod. NONEL,00 Cord(n
go,
m640
21
40,
MS19
21
20'
ma9
3
20'
rrls25
5
30'
ms42
2
20,
17m
2
50o' lead line
1
PoundslUnis
Wnuledured By:
NamBJTrademe&
Size
4778
Blastritt!
Frogrrrex FR
BULK
81890te
ftstrlte Anto
BALK
21
$Wan 98
1 tC orange 1LB
10
19143 is
Tavan extra 1541 1501
Bu*
21
Baastrite W
Emulex • 2X8
2X8
3940
Biaatrioe
Fragmite50 1701
Bulk
'6. SHOT SERVICE: YES x NO OF -WATERING SERVICE:YES NO x
17, TOTAL POUNDS IN BLAST: 8760 TONS IN SHOT: 1352A POWDER FACTOR-(TowsRaS) 1-54
18. EXPLOSIVES PERFORMANCE/SERVICE: EXCELLENT ACCEP7ABLE X POOR CPT 4122
BREAKAGE: EXCELLENT X POOR COMMENTS
WALLfBACK-BREAK CONDITION: EXCELLENT X
19. BLASTER-IN-CHARGE[name,sigm
20, PLANT MANAGER (signature):
FORM 111.11 (?Mj3 COPY TO DISTRICT. DrVI810N MXPt,0&VESy R1CTA 14 5 YFAR9
eu5T,tW8M0GR.AP*VNIM0RAWM REnAT

saes
SEISMOGRAPH RECORD
21- Seismograph Location_ THE BURTCNS PLACE
22. olstance to Blest 1850 Blasi 01rection N P.PV+- ' 0.03 Alr(DBLj 114 Tapa►Ever 123
23. Selsmograph ModellSerial No. MR-2g 2095 - Operator: Michael Lane
24, Hal as per Delay 1 MAX•EXPL031Vle LBS.PeR RELAY r 417.1 Min.delay time between any two holes: Sms.
i
25. Scaled distance a Distance to nearest non uarry bld ne5]= 90.58
Sq- Root of Max. Lhs per delay {iirie 24)
26. 81114t Diagram ttaust Be Compjete} ; l
QrAw in Hole_Paltem, CaWy2y 1 {WO9 P EQI[r '+�k. and Any Other Comments
r -

8
LA
Shot# 40
�D
4CT 2 0 2095
1 Amn =-LiTY SECTIOW
File.: 2005C 123.DT8 Event Number: 123 Date: 9/23/2005 Time: 11:53
Acoustic Trigger: 119 dB Seismic Trigger: 0.03in/s 0.762mm/s Serial Number: 2095
Amplitudes and Frequencies Graph Information
acoustic (A): 110 dB u, 9.4 Hz Duration: 0.000 sec To: 4.500 sec
(0.06Mb 0.0009psi 0.00600a) Acoustic Scale:
Radial (R): 0.03iuls 0.762mm/s @ 46.SHz 1200 0.20Mb (0.05OMb/div)
Vertical (1): 0.02in/s 0.508rnm/s @ O.OHz Seismic Scale:
Transverse (T): 0.03in/s 0.762mm/s @ 34.1Hz 0.20in/s (0,050in/s/div) 5.08mm/s (1,270mm/s/div)
Vector Sum (VS): 0.0374in/s 0.9504mm/s Time Line Intervals at: 0.50 s
Calibration Date (i iylmmldd): 2004/11/19
Cal 0.98
Cal 0,30
V -
Ca10.30
V
Cal 0.51
.006 6,50s LOOS LSUs 1.00S 2.50s 3.Das 3.50s 4.00s 4,505
'Particle Velocity Versus Frequency - USBM Limits (RI 8507, 1980)
10.00 Rudiul (R) - ink (ininis) 10.00 Vertical (V) - infs (amjs) 10.00 Transverse (T) - inis (vands)
(254.00)
1.00
(25.40)
0.10
(2-54)
0.01
(0.25)
(254.00
1.0(
(25.40
0.1(
(2.54
0.0
(0.25
(254.00)
1.00
(25.40)
0.10
(2.54)
0.01
,0 (0,25)1 i0 it
FiYqueUcy (Hz) Frcgtlewy (Hz) Frequency (Hz)
,"

2.
S.
4,
5,
6.
7.
8.
9.
10-
11,
12
13,
14.
15.
MARTIN MARIETTA AGGREGATES
_
PLANT N YEAR 3HOT NO
BLAST REPORT
OCT 20 2005
1 44327 L Zoos 40
Sti .
QUARRYiMINt~ ' East Alamance STAVE NC.
DATE, 09123/05 TIMEOFBLAST 11:53sm
Z 1
Type of Material Blasted GRANITE PURCHASE ORDER
,y€ I . e ....�
fill1M13ER:
Weather Condit€on: Clear x PIG1ear Olcast Owcast WfndthomSpeed
5 Temp go
Location of Blast: FOURTH BENCH NORTH WALL
Direction/Distance from Blast to Nearest Non -Quarry Building NORTH, 1850
Type of Slant: Production: X Other (describe)
NUMBER OF HOLES; 21 No. of inclined Holes: No. of leveling
Holf 0
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING HEIGHTS: 8
Type of stemming: 076M
BURDEN: 12 SPACING, 15 No. of rows 2
Depth of Sub Drillin 3
Deck Loading: no x Yes (diagram on reverse) Mats used: NO X
YES
Type of Initiation: electric No. of Series/Circuits . 2 Non electric X 01her
NA
Bleating Machine ModBI: HAND HELD POPPER Sequential Setting:
If sequential, was blest fully activated before first hole detonation occurn d7 Yes x
No
Deton,Wors Used: Manufactured by ORICA Typ9 HANDIDET Total Number
54
�
to
Expi64ives Materials and Services Used:
SOFT
p15
ems.
-#17
mi 8
019
a faNr�
Higher period, NOMEL.Dat Cardin
w
ms16
21
40'
171S19
21
24'
MAO
3
20'
ms25
5
30'
m 942
2
M.
17m
2
SW lead line
1
PowdslUrib
Manulactuad By.
Name/Trademark
Site
477E
Blasfrft
Fina max FR
BULK
8108tola
Biestrhe Aft
BULK
21
SpartA n 88
1 Ib orange I LB
1 LB
BfastriFa
I Twen extra 1601 1501
jBulk
21
0
B&oetrlte 2 8
Emufex • 2xA
2XB
3940
DIewty
Fragmate5o , 1701
Bulk
16_ SHOT SERVICE: YES X NO DEWATERING SERVICE:YES NO X
17, TOTAL POUNDS IN BLAST: 8760 TOMS IN SHOT: 13524 POWDER FACTOR:(MMS11.95.) 1.54
18. EXPLOSIVES PERFORMANCE/SERVICE: EXCELLENT ACCEPTABLE X POOR CPT D.22
BREAKAGE: EXCELLENT X POOR COMMENTS
WALLIBACK-BREAK CONDIT1014: EXCELLENT X
19. BLASTER-IN-CFIARGE(narne,signt
20. PLANT MANAGER (signature):
FORA 01.21 L7fi151 DOPY TO MTR1CT, WS 0141DGM-WVCM RETAIN 6 YWH
}
RLA4rrMW>sM0ONAVH WIT)IORAWAL REPORT

SEISMOGRAPH RECORD
21. Setsmograph LoCMdon: THE SURTONS PLACE
22. Distance to Blast 1850 Blast Direction N PPlla ! ' p.03 Alr(DBL) 110 Tape>Evej 123
23, Selarnograph ModeVSedai No. MR-2g 2095 Operator, MlchaeJ Lane
24. Holes per Delay 1 MAX.EVLOSIVE LBS.PER DELAY = 417.1 Min.delay time between any two hales Bma.
25. Scaled distance Distance to nearest non -quarry bf�d _(Uno)a 94.58
Sq. Root of Max. US per delay (line 24)
26. Blast Diagram (Must Be Complete) -

s
Shot# 40
�
j j •.. I r
OCT 20 2005
LAND WTITY -SECTION
File: [e-mail] Event Number: 123 Date: 9123/2005 Time: 11:53
Acousuc Trigger: 119 dB Seismic Trigger: 0.03in/s 0.762mmis Serial Number: 2095
Amplitudes and Frequencies Graph Information
Acoustic (4): 110 d$ @,, 9.4 Hz Duration: 0,000 sec To: 4.500 sec
(0.06Mb 0.0009psi 0,00600a) Acoustic Scale:
Radial (R): 0.03iu/s 0.762mm/s @ 46.5Hx 1240 0.20Mb (0.050Mbidiv)
Vertical (i ): 0.02inls 0.508mm1s @a 0,014Z Seismic Scale:
T ransvene (T). 0.03inis 0.762mads @ 34.1H7 0•20inis (0.050k/sldiv) 5.08mm1s (1.270rmnlsldiv)
lfesturSum {bS): 0.0374in/s 0.9504mm1s Time Line Intervals at: 0.50 s
Calibration Dare (y, Xv1mm1dd): 20041E 1119
10.00
254,00)
I.06
(25.40)
0.10
c2.54)
0.0 l
(0 25)1
Cal 0.98
Cal 0.50
Cal 0.50
Cal 0.51
5Us _ISO& 3.005 3.505 4.00,. 4.501
.Particle Velocity Versus Frequency - USBM Limits (RI 8507, 1980)
Radial (R) - inls (musts) 10.00 Vertical (V) - inls (mmis) 10.00 Trnnsverse (T) -lots (mn=Is)
(254t 00)
1.00
(25,40)
0.10
(2.54)
sLVA x VC
iu
nrti• (Hz)
L� 0.01
100 (0?5):
(234.00)
1,00
(25.40)
0.10
(2.54)
xx x U
0.01
- 100 (0.2j)
(H2)
Frequency (Hz)

w
1
2.
3.
4,
6.
7.
B.
9.
i0.
11.
12
13.
14.
15.
MARTIN MARIETTA AGGREGATES
jam . I_'PLW71 N YEAR SHOT NO
BLAST REPORT
144327 1 2005 41
QUARRY/MINE East Aiamence STATE NC. aJT:E:;09I28i05;
�`TiMEOPOLA�ST 02:02
Tyre of Materlal Blasted GRANITE PURCHASE ORDER 114L.16 R:
Weather Condition: Clear X PfClear Olcast Q ierce$t ', . �WktframSpeBd-='5�~--ferrip 90
Location of Blast: TOP BENCH WEST WALL # ,
DirectionlD}stance from Blast to Nearest Non -Quarry Building SOUTH - {lr! 1400
Type of Blast: Production: X Other (describe)
t[1UMBER OF HOLES: 58 , No, of inclined Holes: { i
No, of leveling Hal[ 0
HOLE DSPTH: 31 AVG HOLE SIZE 5 STEMMING 14EIGHTS: 8 Type of stemming: #78'M
,
BURDEN: 11 SPACING: 14 No. aflrows.
4 depth of Sub Drillin 3
Deck Loading; no X Yes (diagram on reverse)- Mats used:
NO x YES
Type of Initiation: electric No. of SerieslCircuits- •• •. 7. - Han eWclric X
Other NA
Blasting Machine Model: PT-175 Segtienlisl'Setti 1 17,17,17,.17r17,
If sequential, was blast fully activated before first hole detonation cocurred7 Yes
X No
Detonators Used: i4laqufacturedf by UEB Type R10DE f Total Number 118
mom■_
ms�
�aa
...�1! 0 : lei' [
MS
Lanp.
SOFT
24FT
#H 1
ti �•
3
a
5
star'
5
e
i13
4
0
914
5
4
LUS
Length
SOFT
24FT
�15
[ 4
5
016
4
4
1117 ,
`;
3 5
4
s. -
i
H-igher period, NONEL,Det Cord(n
Bo'
pals
40'
M819
20'
ms6
20'
rm25
31Y
ma42
AY
17m
50o' lead tine
PoundalLklita
Manufactured By:
t"iVarnW7T8demsri[
Slur
12244 '':
Biallrtte
Fra ax A I FR
SVLK
Bteaulte
Bl "ft w:ll i Ante
SULK
.57
Spartan as
1 lb amn2a } 1 LB
1 L9
131estrite .
To"n e4m 1W 1501
Bulk
59
900atrite be
Emulex 2X9
2X8
+
Blastrlte
Fmi gM hl50 f 1701
Bulk
15. _SHOT SERVICE; YES X NO DEWATERING SERVICE:YES NO X
17. TOTAL POUNDS IN BLAST: 12360 TONS IN SHOT: ; 21304 POWDER FACTOR:fMNSRB8.) 1.72
I& EXPLOSIVES PERFQRMANCEiSER=E: EXCELLENT ACEPTABLlE X POOR CPT 0.19
BREAKAGE- EXCELLENT X POOR COMMEN�S '
WALLIBACK-BREAK CONDITION: EXCELLENT X
a
19. BLASTER-IN-CHARGE(name,signature,lic. no.):
20. PLANT MANAGER (signature):
FORM 01a 1 VAS) COPY TO S7rsYRrGr, tmnsiael [ ES} f{@TAIlV a TaAft
GUh5TASE15M0CRAFKMrNDRAWAL REPORT

i•
E
SEISTOGRAPH RECORD
21. Seismograph Location: TMLEFt PARK LOT # 50 .1
22. Distance to Blast 1400 Blast Direction 5 ' - ;i?~PY? ._:�:1 �^ ' � Atr(t]BL) 119 TapelE=ve, 124
l
23. Seismograph ModetlSedaI No. MR-? 2( operator: Michael Lane
24. He lea per Delay 1, MAX.EXPLGSIVE LBs.PER DELAY �'" 213.1 Min.delay time between any Iwo holes: Srne.
25. Scaled distance - Distance to nearest nori-quarry bkigi. Una5 -a 95.9
5p. Root of Max. Lbs per delay (line 24)
26. Blasi Qlagram (Must Be Complete)
Drawi
17
14 13 2 11 j! t0 7 i 9
tt .tie 5 d 3 11 to e i S #.. • a 10 11. 12
1 .1.3
t2 11 1 � in 11 12 ; 13 15 19
is 7
1
i a -

Shot# 41 OCT 20 2005
LAM) cI.� ' � M., SE-CT1011
File: 2005Qu 124.DTB Event Number: 124 Date: 9/29/2005 Time: 14:02
Acoustic Trigger. 119 dB Seismic
Trigger. 0.03inls 0.762mm1s Serial Number: 2095
Amplitudes and Frequencies
Graph Information
Acoustic (A): 119 dB ® 2.0 Hz
Duration: 0.000 sec To: 4.500 sec
(0.18Mb 0.0026psi 0.01800a)
Acoustic Scale:
Radio! (A). 0.10ints 2.54mmts @ 19.6Hz
120dB 0.20Mb (0.050Mbldiv)
Vertical M. 0.07inls 1.778mmts @ 23.2Hz
Seismic Scale,
?'mn mme (7): 0.10inta 2.54inmis @ 20.4Hz
0.2CWs (0.050in1sldiv) 5.08mmis (1.270mmisldiv)
VectorSum (YS): 0.1342Ws 3,4078mmis
Time Line Intervals at: 0.50 s
Ca11bration Dale (yyyylmmldd): 2004l11119
CIA 0.99
Cal 0.50
a50
-Cal
� � T
CAL 0,51f
S
.00. 0-M. 1.009 1 _U% 1.00a 230a 3.00a 334i 4.0w .1-Ma
Particle Velocity
Versus
Frequency - USBM Limits (RI SS0751980)
1 U0
11a" (R) - iols (mmis)
10.00
vertieal (v) - to <oimts) 10.00 Tramsvcrae M -Lois (mmis)
(254.00)
(254.00)
(254.00)
1.00
1.00
1.00
(25.40)
(25.40)
(25.40)
0.10
0.10
0.10 It
(2.54)c
xxxxst
(2.54)
Ik (2.54)
x x
xx xx
zxxx x z :
anc x xx
xx x= x x x
0.01
0.01
0.01
10 100
(0.25)1
10 100 (0.25)1 10 100
Frequency (Hz)
Frc1um7 (Hz) Roque=y (Hz)

1t
MARTIN MARIETTA AGGREGATES,
7"t"
.' �1 PLANT N YEAR SHOT NO
BLAST REPORT
.44327 2005 41
QUARRY/MINE EastAiarnance 'STATE NC.
OATEN 09/28/05 TIMEOF.BLAST 02 02pm
Type of Mategal Blasted GRANITE PURCHASE ORDER
NUMBER;,ID 0Q l iTY 1',F rin,!
Weather Condition: Clear X PIClear Olcast
Oirarcast WindlframSpeed_ 5 TernP 90
Location of Blast: TOP BENCH WEST WALL
-
`DirectionlDistance from Bleat to Nearest Non -Quarry Building SOUTH 1400
Type of Blast: Production: X Other (describe)
NUMBER OF HOLES: 58 No- of inclined Holes:
No. of leveling Holi 0
HOLE DEPTH- 31 AVG HOLE SIZE 5
STEMMING HEIGHTS: 8 Type of stemming _#787A
BURDEN: 11 SPACING: 14
No. of rows 4 Depth of Sub Drillin 3
0.
Deck Loading; no X Yes (diagram on reverse)
Mats used: NO x YES
1.
Type of Initiation: electric No. of SerieslCircuits 7
Non electric X Other NA
2
Blasting Machine Model: PT-175 Sequential Seth 17,17,17,17,17,17,
3•
If sequential, was blast fully activated before first hole detonation occurred? Yea X No
4•
Detonators Used: Manufactured by UEB Type
RIODET Total dumber lie
MS
Length
SOFT
24Fi
#8
-."5
3
#9
B
5
910'
5
8
#11
8
6
4112
5
a
#13
4
a
#14
5
4
15. Q=1 siyeyMatedals andfj2rvirgei Used:
MS
v- Length
seg
24FT
015
4
5
#1$
4
4
S17
5
4
i' 18
3
$
High arpenod, N0NEL. DetCord ln
so'
rnsIa
40'
M519
2O'
MSG
29'
ms25
3a'
ms42
20'
17m
500' lead IIna
Pou ndsllJ nih
Manufactured By.
' f3n rneffradernark
S l za
12244'' `
BI&atrite
Frapmax FR
1#tJLK
510siHta
Blaswte Anro
BULK
57
Sp4irtan80
1 toQrenge _ 1i.9
1LB
Blastrits
rOvan extra 1So1 1501
Bulk
59
Bovatrits 2x8
JEMIAOX 20
27C8
r3lpstrita
Freamlte5a. ;. 1701
Sulk
18. :SHOT SERVICE: YES x NO DEWATERING SERVICE. -YES NO X
17. TOTAL POUNDS IN BLAST- 12350 TONS IN SHOT: 21304 POWDER FACTa11.(TONSfi- 38.) 1-72
is. EXPLOSIVES PERFORMANCFISERVICE' EXCELLENT ACCEPTABLE X POOR CPS 0-19
BREAKAGE: EXCELLENT X POOR COMMENTS
WALLJBACK-BREAK CONDITION: EXCELLENT X
19- BLASTER-IN-CHARGE(name,signs
20, PLANT MANAGER (algnature):
FORM #141 VMS) COPY TO DITM ICT. ❑MSION {E.XPL0SrVa0 RLrrC1r o YEAR6
QLA5T70E15M0ORAR1irMiM0RAWAI RESORT

z.
SEISMOGRAPH RECORD
21, Seismograph Location: TRA[LrzR PARK LOT-# 50
22.' Distance to Blasi 1400 Blast Direction S. PPV-.. 0A AJr(DOL) 119 TapelEver-124
23. Seismograph Model/Serfal No. MR-2g 2005 Operator. Michael Lane
24. Holes per Delay I MAX.EXPLOSIVE LOS-PER DELAY 213.1 Min.delsy time between any KW holes: 8ma,
25. Scated distant& Distance to nearest non us bldg.(Un&6)95.9
-
Sq. Root of Max. Lb3 per delay (It: 24)
25. West Diaorem (Must Be Complete)

OCT 2 0 200b
LAU CL' -,LIiY SECTIN
Shot# 41
File: 2005@.124.DTB l: wU Number: 124 Date: W2812005 Time: 14:02
Acoustic Trigger: 119 dB Seismic Trigger. 0.03in19 0.762mm1s Serial N=bcr: 2095
Amplitudes and Frequencies
Graph Information
Acousuc (A): 119 dB @ 2.0 Hz
Duration: 0.000 scc To. 4.300 sec
(0.18Mb 0.0026psi 0.018OkPa)
Acousf Scale:
Radial (A).- 0.10inls 2.54mm1s @ 19.M
120dB 0.20Mb (0.05OMbldiv)
Vertical M: 0.07inis 1.778mmis ® 23.2Hz
Seismic Scale:
Tra rse (T): 0.10inls 2.54mmi9 Qa 20.4Hz
0.20inls (0.050inlsldiv) 5.08mmis (1.270mm/s/dia)
Vector Sum (VS).- 0.1342in1s 3.4078nnmis
Time Line Intervals at: 0.50 s
Calibration Date (yyyylmrWdd). 2004111119
Cal 0.98
Cal 0.50
Cal0.50
CslIvs
OOc O.SQa IAOr LSas LOOS
2.Sas Lhos ].S& 4.OU 4.50s
Particle Velocity
Versus Frequency - USBM Limits (RI 8507, 1980)
10.00 RadW (R) - Ws (muds)
10.00
Vertical M - Ws (mWs) 10.00 Transverse M -
h0s (mmis)
(2 $4.00)
(254.00)
(254.00)
I.oO
1.00
LOU
(25.40)
(25.40)
(25.40)
0.10
0.10
0.10
x
(2.54) 7C
(2.54) H
(2.54)
1
x
=wx
x x
x x Ac
x x
x x
xxrx x
x
x ar x
AK I xx
xx xxsr
x x x
0.01
0.01
0.01
(0.25)1 10 100
(0.25)1
10 t00 (0.25)1 10
too
Frequency (Fix)
Fmqueocr (Hz) FMC ueuc
(Hz)
r

1
2.
3,
4.
5.
6.
7.
8.
9.
1t]-
fi-
12
13.
14.
1$.
7D
MARTIN MARIETTA AGGREGATES
PLANT N YEAR 'aHnT NO
BLAST REPORT
OCT � �� 4- 27 2005 42
05
QUARRYIMINE East Alarnance STATE NC.
DA7 : 10103105, TIMEOFBLAST 11:133m
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER, '`""` 441 l 6FCTIO-N
Weather Condition: Clear X P1Clear Qicaat
Overcast WindlfromSpeed 5 Temp 90
Location of Blast. Fourth Bench North wall
' Direction/Ofstance from Blast to Nearest Non -Quarry Building
North 1800
Type of Blast: Production: X Other (describe)
NUM13ER OF HOLES: 29 No. of inclined Moles.
- No. of leveling Hoh 0
HOLE DEPTH: _ 45 AVG HOLE SIZE 5.5
STEMMINI314EIGHTS: 8 Type of stemming: #78'M
BURDEN: 12 SPACING: 15
No. of rows 3 Depth of Sub Drillin 3
Deck Loading: no X Yes (diagram on,revefse)
Mats used: NO X YES _
Type of Initiation: electric No. of SerleslCirouits
Non of ectric X Other NA
Blasting Machine Model: hand held popper $equerttfal Setting-
II sequential, was blast fully activated before first hole detonation oocun d7 Yes X No
DomWnatoM Used: Manufactured by ORICA Type
UEB Total Number 73
ey�Materials-and Set&es Used;.
P�ussdstUrtiils
Manufachmd $y.
HemelTrademark
Sias
10202
Blasb to
Frearrrax FR
BULK
Blastritn
Blaetrtta mfo
BULK
29
Spartan
I1bofame 1LB
1LS
Blaststte
Tovan extra t501 1501
Bulk
29
BoOatr is 2xA
Emulax 2x3
2]CB
500
131,swte
I FragmiteSO . 1701
Bse7k
16. SHOT SERVICE: YES X NO DEWATERING SERVICE -.YES NO X
17. TOTAL POUNDS IN BLAST: 10760 TONS IN SHOT: 18676 POWDER FACTOR :ITgHSILBS.] 1.74
18- EXPLOSIVES PERFORMANCE/SERVICE: EXCELLENT ACCEPTABLE X POOR CPT 0.18
BREAKAGE: EXCELLENT X POOR COMMENTS
WALUBACK-BREAK CONDITION: EXCELLENT X
19.
20.
BLASTER4N-WRGE(name,3ignature,lia. no.):
PLANT MANAGER (signature):
FORM 01.21 OMT COPE TO e15lRZT. DPAWN ffljWW3M5] RETAA S YHM 3
Jenkins
a
a LA5775e18WGRAPM1WITHOR WAL F19POR7

� aswas
SEISMOGRAPH RECORD
21. Seismograph Location: Burtans Place
22. Distance to Blast 1900 Blast ❑irectton N ..Pren t. 0.12 Alr(09L) 117 rapaiEver 125
23. Seismograph ModelJSerlat No. MR 2g 2095 Operator. Michael Lane
24. Hn188 per Delay 1 MAILE][PLO$IV9 L9a P2R DELAY ■ ' 371 Min.delay time between any two holes: am$.
25• Scaled distance ® Obtance to nearest nwmqusa bl¢g_(Wne N- 93.46
Sq, Root of Max. Lbs per delay (lir}e 24) '
26. Biasi Diagram (Must Be Compissa)
Draw In Hola Patt=, CaQLa�o, 110minoPer Circult. and AnW Other Comments
r ,
.ryJ Jf • '
1 1 �
1

Shot# d2
1
OCT 20 2005
File; [e-mail] EvewNumber. 125 Datc:101312005 Time; 11:13
Acoustic Trigger: 119 dB Seismic Trigger. 0.03inls 0.762mm1s Serial Number; 2095
Amplitudes and Frequencies Graph Information
Acoustic (A): 117 dB @ 2.2 Hz Duration: 0.000 Sex To: 4.500 sac
(0.14Mb 0.0020psi 0.0140kPa) Acoustic Scale:
Radial eR): 0.08inls 2.032mm/s aQ 36.SHz 120dB 0.20Mb (0.030Mbldiv)
Vertical (V): 0.08in/s 2.032mm1s t@ 64.0Hz Seismic scale. -
Transverse (7) 0.12inls 3.048mmN @ 34.1Hz 0.20in1s (0.050iuis/dia) 5.08mmis (1.270mmis/div)
Vector Stint (VS): 0.13inis 3.302mmis Time Line Intervals at: 0.50 s
Calibration Date 6yayyhnm1dd): 2004/11119
10.00
(254.00)
1.00
(25,40)
0.10
(2.54)
0.01
(0.25)
Cal 1,0Q
Cal 0.50
Cal 0.50
Cal 0,51
Particle Velocity Versus Frequency - USBM Limits (RI W711980)
Radial (R) - rots (nuts) 10.00 Verticsl M - Ws (mmfs) 10.00 Traasre M (T) - rots (Mn")
(254.00) (254.00)
1.00
(25. M
0.10
(2.54)
0.01
D (0�5}1 10
Fe+ene�erec
1.00
(25AO)
0.10
(2.54) x x
All x
x x x
x
xxxx x x
�l 31111 0.011
100 (0.25)1 10
Frcqumc
r'

- � I ti Y •-y w /T7
1
2.
3.
4.
5.
6.
7.
0,
9.
10-
17.
12
13.
14,
15
MARTIN MARIETTA AGGREGATES
20 7005-
PLANT
N YEAR 3HOT NO
BLAST REPORT
OCT
1 �4327 1 2005 1 42
QUARRYIMINE Ealst Alarnance STATE NO. DA
16io3f/45Ji;I_I T Y SE-nMF-I)FBLAST 1 i;13am
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
Weather Condition: Clear X P/Clear 0/cast Overcast Wind fromSpeed 5 Temp 90
Location of Blast: Fourth Bench North wall
❑itedlon[Distance from Blast to Nearest Non -Quarry Buitding North', • 1800 -
'Type of Blest.'Production: X Other (describe)
—
NUM6ER OF HOLES: 29 No. of lnciined-Hales: No, of leveling Holy 0
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING HEIGHTS: S
Type of stemming: #70M
BURDEN: 12 SPACING: 15 No. of rows 3
Depth of Sub Orillin 3
Deck Loading; no X Yes (diagram on reverse) Mats used; NO X
YES
Type of Initiation: electric _ No. of SerieslClrcuits Nan electric X Other
NA
Blasting Machine Mode?: hand held popper SequsMigl SeWng:,
If sequential, wag btast fully activated before first 11oie detonation occurrad7 Yes x
No
petonatom Uleed:. ManuMetured hy ORiCA Type UEB Total Number
73
w
I I MFT l 24FT i
plosives Material* and Sett iJsed?,
Maher peflad. NQNEL,Det CcM(n
60'
nui B
29
atr
MS19
29
28'
ma8
B
20
ms25
MY
maa2
7
2p'
17m
2
500, lead Ana
1
Pound3)Unlft
Mmnul*Mred ST.
Namerrmdemark
Sire
10202
alastrne
Fm gmex FR
BULK
Blpstrlte
Bfaalrtte Aft
SULK
29
Spartan 56
1 Itk orange : 1 LB
Us
Stastrte
Towan wua !Sol 1501
Bulk
29
Bomb to 2xB
EmMax 2"
Im
500
Slasdtie
Fmgmlte5p 1701
1BUlk
is- SHOT SERVICE: YES x
IT TOTAL POUNDS IN BLAST:
NO DEWATERING SERVICE:YES NO X
10760 TONS IN SHOT: 18676 POWDER FACTOR:(TONSILBS.) 1.74
18- EXPI-OSiVES PERFORMANCEISERVICE. EXCELLENT ACCEPTABLE x POOR CPT 0.18
BREAKAO E: EXCELLENT x POOR COMMENTS
WALUBACK-BREAK CONDITION: EXCELLENT x
19
20
BLASTER4N.CH,4RGE(name,signature,iic. no.):
PLANT MANAGER (signature):
FWU 91.21 (M) COPY TO DI STRICT, OW SX)N MXPLO81YEM RETAIN a YEARS
.Jenkins
r
6LARn9EIEAACGRAPH+WITHORAWAL REPORT

S SMOGRAPH. RECORD
21. Seismograph Location_ Burions Piace '
22, Distance to Blast 1800 BlastDirectfon N .PPV,-!, OA2 A1401311.} 117 Tape/Ever 125
23. Seismograph Modell5edal No. MR-29 2095 Operator. Michael Lane
24. Holes per Delay 1 MAX_EXPL08lVE LB8.PBR DELAY e t 371 Min.delay time between any lwo holes: Bins.
25. Scaled dislance Distance to nearest no"uarry bld . Une6 $ 93.45'
Sq. Root of Max. Lbs per delay (fine 24)
26. Blast Diagram (Must 8e Complete)
Draw I ltola Pattem. Can L3wpiog Par Ckeuli_ and Ark 01her Comments
3
Z 7 3Y 7 ac7 rer~j r3� �9
(�� --(& --40.
a

Shotft 42
Yi.�iwa w�
OCT 2 o 2005
LAND M 11TY SECTION
File, 2005@125,DTB Event Number: 125 Date: 10/3/2005 Time: 11:13
Acoustic Trigger: 119 dB Seismic Trigger: 0.03inls 0.762mm1s Serial Number, 2095
Amplitudes and Frequencies Graph Information
Acoustic (A). 117 dB Qa 2.2 Hz Duration: 0.000 sec To: 4.500 scc
(0.14Mb 0.0020psi 0.014OM) Acoustic Scale:
Radial (R): 0.08ints 2.032mmis @ 36.51lz 120dB 0.20Mb (0.050Mb1div)
Vertical M: 0.08iuls 2.032mrals @ 64.OHz Seismic Scale:
Transverse (7): 0.12inis 3-048nuWa @ 34.1Hz 0.20inls (0.050inlsldiv) 5.08mm1s (1.270mm(sidiv)
Vector Sum (VS): 0.13inls 3.302rn Pme Lire Intervals at: 0,50 s
Calibration Date { 5"hnrWdd): 2004/11/19
10.00
(254.00)
1.00
(25.40)
0.10
(2.34)
0.01
(0..25)
Cal 1.00
Cal 0.50
Cal
Cal
N' _
0.501 1.006 1.501 2.004 2MA 3.005 3.50s 4.00% i.509
Particle Velocity Versus Frequency - USBM Limits (RI 9507, 1R980)
Radlsl (R) - inl$ (mg11s) Moto Vertiari (V) - Inds (snmis) 10.00 Tranmrw M - lads (amis)
x MM
x xx
x XE=
1 10 100
(Hz)
(254.00) (254.
1,00
(25.40)
0.10
(2.54)
0.01
(25_
0.
x xx
(2.5
�xxx
x x x room
x M xx
xxx
11511
U.
100
(0.2
x)
01
00)
00
40)
10
4) x 4 x
'Vi'xIx
I x x
x
xxxx x x
0l
511 10 100

North. Carolina Department of
Environment & Natural Resources
NCDENR Division of Land Resources — Land Quality Section
1612 Mail Service Center; Raleigh, NC 27699-1612
Phone [phone] Fax (919) ryl 5- SIR o
Facsimile
Date: N lh•a 5
TO:
Phone No:
Fax No:
FROY[4461f6
Extension:
COMMENTS:
*4%L"
IS
IL
Axatsaps) of ` !
■
.You ,should he receiving pages) including cover sheet. If }you do not
receive all a es. please cor ?act sender.

nil
WOC w P" vncrrq� 4,fr. Firet?
pit
4w -o It r4f
LS'Cey► gr
W�rt,
PPI 4? 44f
�ac,- 241e-teas
toilft w 4 h. 0 42'

N
TRANSMISSION VERIFICATION REPORT
TIME
10/10/2005 14:37
NAME
: NC DENR DLR
FAX
9197158801
TEL
9197333833
SER.0
=zzxxxz===zz
DATE,TIME
10/10 14:36
FAX NO./NAME
913365788848
DURATION
00: 01: 02
PAGE(S)
02
RESULT
OK
MODE
STANDARD
ECM

-QUA .
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
Mr. Dean Wiegand
Martin Marietta Aggregates
PO Box 30013
Raleigh, NC 27622
RE:. Blasting Complaint
East Alamance Quarry
Permit No.'01-08
Alamance County
Cape Fear River Basin
Dear Mr. Wiegand:
October 3, 2005
Michael F. Easley, Governor
William G. Ross Jr., Secretary
This office recently received a complaint directed at blasting practices conducted at the
referenced quarry. According to the complainant, Mr. Ted Howard, the vibrations produced from
the blast at the East Alamance Quarry on September 28, 2005 were bud and jarring.
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 on September 28, 2005,
including any seismograph recordings made. Furthermore, please forward all shot information for
one production shot conducted immediately prior to and one production shot after the blast in
question for this office's review.
It is recommended that you discuss this matter with Mr. Ted Howard. His address and
telephone number are as follows: -
2359 James Boswell Road
Green Level, NC 27217
[phone]
look forward to receiving the requested information in the near future. Your continued
cooperation will be appreciated.
Sincerely.
Kristin Hicklin
Assistant State Mining Specialist
Land Quality Section
cc: Matt Gantt, PE
1612 Mail Service Center, Raleigh, North Carolina 27699-1612-919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
An Equal Opportunity 1 Affirmative Action Employer •- 50% Recvcled 1 10% Post Consumer Paper

MINE BLASTING COMPLAINT FORM
NAME OF PERMITTEE;
1L'('� N. N(!ql
MINE NAMEIMINING PERMIT NUMBER: aV� b3J`� �.`i C:l - e'>
COUNTY:0.V1+�(�1h'�
COMPLAINANTS NAME,
ADDRESS:
PHONE #: 35.9`
APPROX. DISTANCE OF COM AINANT5 RESIDENCE TO
DATES OF SEVERE SLA5TS:
WEATHER CONDITIONS DURING THE BLASTS IN QUESTION-, IF -KNOWN;
NATURE OF COMPLAINVCOMMENTS:
rvAvl�_C� UaA.
INVESTIGATOR'S DAME; V\ is_'Aivl__ L.
DATE COMPLAINT RECEIVED; �_. a I J - -c 'Ll ' oo 0 N

Martin Marietta Aggregates
PO. BDx30013
ibleigh, North Carolina 27622-0013
Wep ho ne: 919.781.4550
Ms, Kristin Hicklin
NC Department of Environment and Natural Resources
Assistant State Mining Specialist
1612 Mail Service Center
Raleigh, NC 27699-1612
Reference: Your letter dated July 18, 2005
Blasting Complaint, East Alamance Quarry
Permit No. 01-08
Alamance County
Cape Fear River Basin
August 18, 2005
RECErWD
AUG 2 3 20g5
LAND QUALITY SECTION
Dear Ms. Hicklin,
Enclosed are the requested duplicate Blast Records and seismic reports for
Shots 428 - 9 30 for the complaint issued to you on July 18, 2005 at our East Alamance Quarry
by Mr. Jeff Jarrett.
As a note of explanation, enclosed is a sketch, provided by the Plant Manager, of the
relative position of the questioned shot, the position of our seismograph, and Mr. Jarrett's
residence. Hopefully this will assist you in making your evaluation.
Please call if you have any questions.
Sincerely, n II }}
Dean A. Wiegand
Manager- Explosives Engineering

Al

s e� U?
w
0

1
2.
3,
4,
5,
6,
7.
8.
9.
10.
11.
12
13.
14.
15.
MARTIN MARIETTA AGGREGATES
PLANT N YEAR SHOT NO
BLAST REPORT
44327 2t705 28
QUARRYiMINE East Alamance STATE NC, MATE: 07/11/05
TIMEOFBLAST 01:42 pm _
_
Type of Material Blasted GRANITE PURCHASE ORDERiNUMBFR:
I
Weather Condition: Clear P1CIear �Olcost Y '-Ove m X Windlfrom5peed 5 Temp 80
Location of Blast: Fourth bench north wall
s 3
DirectionlDistance from Blast to Nearest Non-Ousrry.Building ' South 2000
r
Type of Blast: Production: X Other (describe), - .
�
NUMBER Of HOLES: 34 No. of incfindd Hotea:
No. of leveling Holt 0
r
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING ]HEIGHTS;
7 Type of stemming: •'078'M
BURDEN: 12 SPACING:"' 14'" "� �No! f rows 3 I
-Depth of Sub Drillin 3
Deck Loading: no Yes X (diagram on reverse) Mats used: NO
X YES
Type of Initiation: electric No. of SarieslCircuits I Non electric X
Other NA
Blasting Machine Model: Hand Held Popper Sequential Setting:
if sequential, was blast fully activated before first hpt$ detonation,cacurted7,. , - Yes. X
No
, �
❑etonators Used: Manufaclumed 1Zy -Orice Type Handidet Total Number 80
mar
MS
Length,!!. I F
w
e0FT
•24F ,
Nil
412
} ,
014
Explosives Materials and $gnrices Used:
i��
Iy..�L�th• `e {a
WFT
24FT
Ms
*lap
•-#19
�•A27r-
'' :
-
H' co NQNEL,bat Cora(n
34
30, ..,i 15 • 36
W 1..2.:: .{2rii I a
20'
500' LEACLINE 1
Ii PoundidUnits I Manuf uftuW BY. I I `. Namerrfademark t Size II
10192 9t"wte jI ;F.MQn= PR BULK
Blestrite 81esh9Ee Arft BULK
34 Snartan 88 1 w oreowp. 1 LB 1 LB
Blesplte € ITOVan CAM •ISM 1501 Bulk
6460 jBiaaplre I I . i 1701 Bulk
SHOT SERVICE: YES X NO DEWATERING SERVICE:YES NO X
I.
i•
TOTAL POUNDS IN BLAST: 16720 TONS IN SHOT: 20436 POWDER FACTOR:(TONS&W.) 1.22
l
EXPLOSIVES KRFORMANCE1SERVICE. EXCELLENT' ACCEPTABLE X POOR CPT 0.25
BREAKAGE: EXCELLENT X POOR ' I i COMMENTS
WALLfBACK-BREAK CONDMON: EXCELLENT , X
BLASTER-IN-CHARGE[name,aignature,lie, no.):, . - Lar Ke
r
PLANT MANAGER (signature): Tony Jenkins
PORN 0-21 (7)0) COPY T6MUTRICT,MV187ON AM0a1HE81 RETAIN 5Y4AR9 8LA6TAWJ6N0ORA WMTl WWALFWQRT

i
II
21.
22.
23.
24.
25.
25.
SE15MOGRAPH ! RECORD
i
Selemogfeph Cacavow Trailer Paris Lot # 50 i
0i08rrce to $dart 2000 Blast Direction
='a6 Air{a9Lf 11s
Tape/Ever 903
Sefmlgraph ModellSerial No, MR-2,9 2095. sue± rater MlCftt9El Lade
Holes per Delay 1 MA -EXPL05ll►E LIBS PER OELAV isi
491.8 . mini delfaryttme between any two holes: BMS.
ti
Scaled distance Notance to nearest nan-quarry h!d , ins�_�-`
Sq. Root of Max. Lbs per delay (tine 24)
Blest Diagram (Must Be Compfate)
OMM In Hole P item a L M6min rUj•' 1p.. .. h r Comm nts
1

R
East Alanaance Quarry
Shot# 28
File: [e-mail] Evau Number: 103 Date: 7/11/2005 Time: 13:42
Acoustic Trigger: 119 dB Sai:imia Tr%W. 0.03inls 0.761imis Scrial Nwaber: 2095
Amplitudes and Frequencies Graph Information
Acoustic (A): 116 dB @ 1.6 Hz Duration: 0.000 sac To: 4.500 scc
(0.12Mb 0.0017psi 0.0120kPa) Acoustic Scale:
Radial (R). O.OWv 1,27owJs * MORz 12OdB 0.20Mb (0.050Mbldiv)
vemdvd M. 0.06Ws 1.27mm/s aQ 16.5Hz Seismic Scale-
Trwn verse (T): 0.04inls 1.016mmis @ 19.9Hx 0.20ials (0[050inlsldiv) 5.08mmis (1.270mmisldiv)
Vector Sum (YS). 0.0656ints 1.6656mm1s 71we Line Intervals at: 0.50 s
Calibration Duce (yy*maldd): 2D04/11/19
10.00
(254.00)
1.00
(25.40)
0.10
(2.54)
0.01
(025);
Cal OM
Cud 0.50
Cg10.30
-,Z�
Cal 051
500 1.009 1.509 Ift 2-Mb low 3.SEk 4.004 4.5121
Particle Velocity Versus Frequency - USBM Limits (RI 8507, 1980)
Radial (A) . Ws (mvtk) 10.00 Ver;w (h - bA (=MIS) 10 00 Trwtvmrze (T) - WA (wm1z)
(254.0Q) (254.00)
1.00
(2S.40)
0.10
(2.54)
0.01
(0.25).
(Fk)
1.00
(25.40)
0.10
(z.54)
0.01
x
x
x x sac mac
(HI)

F r �
MARTIN MARIETTA AGGREGATES
PLANT N YEAR 7HOT NC
BLAST REPORT
4Z7 1 2005 1 29
1
QUARRY/MINE East Alamance STATE NC. DATE: 07110105
TIMEOFBLAST 11:16 am
2.
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
3.
_
Weather Condition: Clear x PIClear�Olcasl Overcast WindlfromSpeed 5 Temp r90
4_ _
LDcation of Blast: Fourth bench north wall
5_ I
Direction/Distance from Blast to Nearest Non -Quarry Building South 2DOO
S.
Type of Blast. Production; X Other (describe)
7.
NUMBER OF BOLES: 26 No, of inclined Holes:
No. of leveling Hoh 0
d.
HOLE DEPTH, 45 AVG HOLE 51ZI: 5.5 STEMMING HEIGHTS:
7 Type of stemming: #78'M
9.
13URDEN: 12 SPACING: 14 No, of rows 3
Depth of Sub Drillin 3
1a.
Deck Loading: no Yes X (diagram on reverse) Mats used: NO
x YES
1t.
Type of Initiation: eleclric No, of Series/Circuits Non electric X
Other NA
'12
81asting Machine Madei: Hants Held Popper Sequential Setting:
13.
If sequential, was blast fully activated before first hole detonation occurred? Yes X
.r No
14,
Detonators Used Manufactured bti Ortca Type Handidet Total Number 64
MS Langth MS
SOFT I - 24FT
15. Exs714psives Materials -end Services Used'
SOFT i 24FT
M5 Lencth
SOFT 24FT
xis
On
.x17
x1a
x19
A20
Higher period. NON EL.Cet Corti{n
e0*
25
27
30,
25
24
30,
42
8
20•
25
2
W
9
1
2V
17
2
500, lead line
1
Poundellfnits
Manufactured ey:
Name/Trademark
Sim
7707
8lastrrte
Fragmax FR
BULK
13la3trile
Bleatnte, Anfc
DULK
28
Spartan 88
1 la orange 1 LB
AS
Blashile
ovan extra 1501 1501
Bulk
27
Boosi:n* 2x8
Ennulex 2x8
2X9
59aQ I.
alastrita
Frag.4.50 1701
Sulk
16. SHOT SERVICE: YES X NO DEWAT"ERING SERVICE:YES NO X
17. TOTAL POUNDS IN BLAST: 13740 TONS IN SHOT: 15628 PONDER FAGl'GR:IT0r4WLH3.} 1.14
18. EXPLOSIVES PERFORMANCEISERVICE: EXCELLENT ACCEPTABLE X POOR CPT 0.27
BREAKAGE. EXCELLENT X POOR COMMENTS
WALUBACK•BREAK CONDITION: EXCELLENT x ,
19_ BLASTER-IN-CF ARGE(name.signature,lic. no.):
20, PLANT MANAGER (s'tgnature):
Jenkins
FQrz+ral.2r L71911 COPY To Or9TR1CT. OMSION (UPLOWE5)ACTAur SYEARs UL UTMElSMQGRAPFMTHORAWALRVQRI

SEISMOGRAPH RECORD
21, Seismograph Location: Trailer Pant Lot # 50
22, Distance to Blast 2000 Blast Direction S PPV= 0.05 Alr(DE.L) 121 TapefEver 105
23. Seismograph Model(Serlal No. -MR-2g 2095 operator: Michael Lane
24, Holes per Delay 1 MAX.SXPLDSIVE LRS-PER DELAY s 526.5 Min.delay time between any two holes: 8ms.
25. Scaled distance Dlslance to nearest non -qua bllf .(Line5)7 87
Sq. Root of Max. Lbs per delay (line 24)
207, Masi Diagram (MUzi anCompleta)

East Alamance Quarry
Shot# 29
File: 2005(@105.DTB Event Number: 105 Date: 7/18/2005 Time: 11:16
Acoustic Trigger: 119 dB Seismic Trigger: 0.03in/s 0.762mm/s Serial Number: 2095
Amplitudes and Frequencies
Graph Information
Acoustic (A): 121 dB a 4.6 Hz
Duration: 0.000 sec To, 4.500 sec
(0.22Mb 0.0032psi 0.02200a)
Acoustic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 18.214z
12ldB 0.22Mb (0.055Mb/div)
Vertical (V): 0.02in/s 0.508mm/s @ 0.014z
Seismic Scale:
Irarnverse (T): 0.05in/s 1.27mm/s @ 17.0Hr
0.20in/s (0.050ia/s/div) 5.08mm/s (1.270mm/s/div)
Vector Sum (VS): 0.0548inn/s 1.3912mm/s
Time Line Intervals at: 0.50 s
Calibration Date (yyyy/mmldd): 2004/11/19
Cal 0.98
Cal 0.50
Cal 0.600\
V -
Ca10.51
S
OW 0.50. 1.003 1.50s 2.00s 2.50s 3.00, 3.50s 4.00s
4.503
Particle Velocity
Versus
Frequency - USBM Limits
(RI 8507,
1980)
10.00
Radial (R) - inis (mink)
10.00
Vertkul M - ints (mm/s)
10.00
Transverse M - mils (nun/s)
(254.00)
(254.00)
(254.00)
1.00
].Go
1.00
(25.40)
(25.40)
(25.40)
0.10
0.10
0.10
(2.54)
(2.54)
(2.54)
xx
3M x
xxx x
xxvc
xz x
xxx
0.01
0.01
0.01
10 100
10 100
10 100
(0.25)1
(0.25)1
(0.25)1
Frequency (Hc)
Frequency (Hz)
Frequency (liz)

MARTIN MARIETTA AGGREGATES
PLANT N YEAR ;HOT NO
BLAST REPORT
4432-7 j 2005 1 30
OUARRYfMINE East Alamance STATE NC. DATE: 07MI05
TiMEOFBLAST 11:35 am
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:.
Weather Condition: Clear x PIClaar Olcast Overcast Windtfrom5peed 5 Temp 95
•I Location of Blast: Fourth bench north wall
DirectionlDistance from Blast to Nearest Non -Quarry Building South 2200
Type of Blast: Production: X Other (describe)
NUMBER OF HOLES: 35 No. of inclined Holes:
No, of leveling Holt 0
HOLE DEPTH; 45 AVG HOLE 512E 5.5 STEMMING HEIGHTS:
7 Type of stemming: #78'M
BURDEN: 12 SPACING: 14 No. of rows 3
depth of Sub Drillin 3
Deck Loading: no Yes x (diagram on reverse) Mats used: NO
x YES
Type of Initiation: electric No. of Serles/Circuits Non electric X
Other NA
131:isting Machine Model: Hand Held PepRer .Sequential Setting:
If sequential, was blast fully actival6d before first hole detonation occurred? Yes x
No
Detonalm Used! Manufactured by Orlca Type Handidet Total Number 90
MS
i I 6OFT I 24FT I
MS
419
p10
011
012
#13
014
15. Ex to iv s Ma vials and Services Used:
19.
20
SOFT
NS
I i SOFT i 24FT J
018.
017
*18
tl19
#20
Higher period. NONEL.Qet Cord(n
$0,
25
38
30'
25
35
30'
42
9
20,
25
6
20'
0
d
20'
J
500'tead line
1
PoundvVmts
Manufactured Sy:
NamelTmdemark
$ize
10649
Blastrit@
Frogma■ zR
BULK
Blaatrrta
Blaslrite Anfo
BULK
35
Spartan a@
Ilborange 11-8
10
slastnto
Tovan extra 1501 1501
Bulk
35
SocslOte 24
lFragmit*50
Fmulax 2x8
2x8
�3200
JOISS1616
1701
JBUJk
SHOT SERVICE: YES x NQ
TOTAL. POUNDS IN BLAST: 14119 TONS I
Exr-LOSIVES FEI1FORMANCE13I=RVICE: EXCELLENT
BREAKAGE: EXCELLENT x POOR
WALLIBACK-BREAK CONDITION: EXCELLENT
BLASTER-1 N-CRARGE(name,sign2
PLANT MANAGER (signature);
P; R U d 1.21 (, M) CO PY 10 019TRIO. rHMION CEXPLOSI V 6S) RETAIN 9 VWS
DEWA'TERING $'~12VICE:YES NO x
N SHOT: 21037 POWDER FAGTOR:1TONSJLB5.) 1.49
ACGEPTADLE x POOR CPT 0.21
COMMENTS
x
BLASTlSSS190ORAPH(WITHORAWAL REPORT

•
SEISMOGRAPH RECORD
21. Seismograph Locattom Traiier Park Lot # 50
22- distance to Blast 2200_ Slast Direction S PPV- 0.03 Alr(DRLy 114 TapelEver 106
23. Seismograph ModeVSedal No. MR-29 2095 Operator, Michael Lane
24. Holes per Delay 1 MAX.E%PLOSIVE LBS.PER DELAY + 403.4 Min.delay time between any two holes: Elms.
25. Seated distance distance to nearest non-quary_Wdg.(LIne5)=T _ _ 109.5
Sq. Root of Max. Lds per delay (line 24)
26. Blast Diagram (hAwst Be CaDmplslo)
Draw in Hole Patiem. Cap Layout. Timminrl Per S rcwji-anof nv Other Comments
5,6 aa
fag lZy rS'fl 17.5 Z r�
o4 — (P (0
�I
ZQ7 � 11+7'� � /� ►� i/ �� '�.� �� � �� �✓ r w{�.%i7ii�`�'LfiJ -7
0

East Aiamance Quarry
Shot# 30
File: [e-mail] Event Number: 106 Date: 7/22/2005 Time: 11:35
Acoustic Trigger: 119 dB Sciso is Trigger: 0.03in/s 0.762mm/s Serial Number: 2095
Amplitudes and Frequencies Graph Information
Acojwfi'c (A): 114 dB @ 10.4 Hz Duration: 0.000 sea To: 4.500 sec
(0, l OMb 0.0013psi 0.01000a) Acoustic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 15.5Hz 120dB 0.20Mb (0.050Mb/div)
Vertical (0: 0.03in/s 0.762mm/s @ 16.5Hz Seismic Scale.
Transverse (7): 0.03in/s 0.762mmis @ 181Hz 0.20ints (0.050ints/div) 5.08mm/s (1.270mm/s/div)
Vector Sum (VS): 0.0469in/s 1.1914mm/s Time Line Intervals at: 0.50 s
Calibration Date (yyyy/mmldd): 2004/11/19
Cal 0.,98
V
caa0.50
��
Cal 0.50
-1,11�
Cal 0.51
00H 0.502 LOOS 1.50s 2100s 150s 3.003 3.501 4.00s 4.50s
Particle Velocity Versus Frequency - USBM Limits (RI 8507, 1980)
10.00 Radiul (R) - in/s (mink) 10.00 vertical (V) - ints (mints) 10.00 Transverse (1) - ints (mods)
(254.00)
1.00
(25.40)
0.10
(2.54)
0.01
(0.25)
(254.00) (254.00)
1.00 1.00
(25.40) (25.40)
0.10 0.10
(2.54) (2.54)
xx x x
x xaac x �c
0.01 0.01
(0 2511 10 100 l0 2511 10 100
frequency (Hz) Frequnney (Hz) Frequency (Hz) j

'CIL
MARTIN MARIETTA AGGREGATES
PLANT N YEAR SHOT (40
BLAST REPORT
44327 2005 28
1
QUARRYIM(NE EastAlarnance STATE NC. DATE: 07/11/05
TIMEOFBLAST 01:42 pm _
2.
Type of Material Blasted GRANITE PURCHASE ORDER.NUMSER:
3.
Weather Condition: Clear PfCiear Olcast Overca: X WindlfromSpeLd 5 Temp 90
4.
Location of Blast: Fourth bench north wall
5.
Direct!onlDistance from Blast to Nearest felon -Quarry Building ' South 2000
6.
Type of Blast: Production: X Other (describe)
7.
NUMBER OF HOLES: 34 No. of inclined Heies:
Nor at leveling Boll 0
8,
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
7 'type of stemming: '#78'M
9.
BURDEN: 12 SPACING: 14 No. of rows 3
Depth of Sub Driilin 3
10-
peck Loading; no Yes X (diagram on reverse) Mats used: NO
X YES
11.
Type of Initiation: electric No. of SerieslCircuits Non electric X
Other NA
12
Blasting Machine Model: Hand Held Popper _ Setting;
13.
_Sequential
If sequential, was blast fully activated before first hole detonation occurreb7 Yes X
No
14.
Detonatora_U"d: ManufaGturad by Orica Type Handldet Total Number 80
�-I=-
EN
15. �xalosivmMoterials and Services Used:
Hi her period NCNEL.Det Cotd(n
pal 25
34
30. 15
58
2tl' 1 + 9
3
500' LEADI-IHE
1
PaunelslUrlits
Manufactured By: i
N9ffWTradarni§j*
Sao
10192
Blastrita r
FraQmex FR
BULK
Blastritn
Blestrito Ant
BULK
34
Spartan a8
1 Ib orange iLB
1L13
Blasrrim
ran extra 15fl1 15Q1
Tlulax
Bulk
34
BaosWta 2x5 s
2X9
2X8
6460
BtrlalrrlC
Fravmita5o 17a1
Bulk
15. SHOT SERVICE: YES X NO DEWATERING SERVICE:YES NO X
17. TOTAL POUNDS IN I3l.AST: 16720 TONS IN SHOT: 20436 POWDER FACTQR:{T0NWL83,i 1.22
i
113. EXPLOSIVES PERFORMANC&SERVICE: EXCELLENT. ACCEPTABLE X POOR CPT 0.25
i
BREAKAGE: EXCELLENT X POOR COMMENTS
INALLIBACIi•BREAIC CONDITION' r""r �•''
19. BLASTER-IN-CHARGE(name,signt
21). PLANT MANAGER (signature):
FORLr 41.21 (M) COPY TO OISTMCT. OPOSION [ExPLOSWES1 RETMN 5 YEMS BUANMEMMOGRR➢IiAMPH 1 WAL, REPORT

SEISMOGRAPH RECORD
21. Seisrm0gr9pft t o %ation: Trailer Park Lot # 54
.F
22. Distance to Blasi 2000 Blast Direction 5 :�i " ! Afi[DBLj 115 Taperer 103
23. Seismograph M4deVSerial Na, MR-2S 2095 Dparator; Wheel Lane
24. Holes per May 1 MAX-F-XPLOSIVE L68.PER DELAY 4$1.9 ;. Mlrt,deley time between any two holes: Bms.
25. Scaled distarice • _ Distance to neatest non- uA bld ., fna -
Sq. Root of Max. Lbs per delay (line 24) '
25, Blast Diagram [Must Ba Complete]
A
r.. ,

r•�
r
East Alamance Quarry
Shot# 28
File:[e-mail] EventNumbcr:103 Date:7/11/2005 Time:13:42
Acoustic Trigger: 119 dB Scismie Trigger: 0.03in/s 0.762mm/a Serial Number: 2095
Amplitudes and Frequencies Graph Information
Acoustic (A): 116 dB @ 1.6 Hz Duration: 0.000 sec To: 4.500 see
(0.12Mb 0.0017psi 0.0120kPa) Acoustic Scale:
Radial (R). 0.05inls 1.27mmis ®15.0Hz 120dB 0.20Mb (0.050Mhtdiv)
Vertical (V}: 0.05iunls 1.27mm/s aQ 16.5Hz Seismic Scale:
Transverse M: 0.04in/9 1.016mm/s @ 18.9Hz 0.20in/s (0i050in/s/div) 5.08mm/s (1.270mm/s/div)
Vector Sun (YS): 0.0656in/s 1.6656mm/s Time Line Intervals at. 0.50 s
Calibration Date (yyyy1nm1dd): 2004/11/19
p.003 0.303 1.001 1.303 1003 2-14b 3.00a 3.554s 4.006 4.350s
�- Particle Velocity Versus Frequency - USBM Limits (RI W07,1980)
10.00 Ra" (R) - inb (its) 10.00 Va*W (V) - ids (mmis) 10.00 Transwerm M - him (mm/s)
(254.00) r I (254.00) (254.00)
(2s ao) f cgs aa) ,�.� (25.40)
0.10 0.10 0.10
(2.54) (2S1) (2.54)
xx z x
x x x x
aoc x x xsrMmac
0.01 0.01 0.01
(025)1 10 100 (02S)1 10 100 (025)1 10
Fmquemy (Hz) Fmquaviry (Hz) Fmgi=cY (Hz)

MARTIN MARIETTA AGGREGATES
PLANT N YEAR SHOT NO
BLAST REPORT
44327 1 2005 29
1
QUARRYIMINE East Atamance STATE NC. DATE: 07118105
TIIMAEOFBLAST I VIIS am
2.
Type of Material Bla5teq GRANITE PURCHASE ORDER NUMBER,
3.
Weather Condition. Clear X PIClear 0/cast Overcast WindtfromSpeed 5 Temp 90
4_
Location of Blast: Fourth tench north wall
S. I
Direction0stance from Blast to Nearest Non -quarry Building South 200D
6.
Type of Blast. Production: X Other (describe)
7.
NUMBER OF BOLES: 28 NO. of inclined Holes:
No. of leveling Holt 0
8.
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
7 Type of stemming: #75'M
9.
SUROEN: 12 SPACING: 14 No. of rows 3
depth of Sub Drillin 3
10.
Deck Loading: no Yes x (diagram on reverse) Mats used: NO
x YES
-11.
Type of Initiation: electric No. of Series/Circuits Non electric X
Other NA
12
Blasting Machine Model: Hand Meld Popper Sequential Setting:
13.
If sequential, was blast fully activated before first hole detonation occurred? Yes x
No
14.
Detonators Used: Manufactured by Orica. Type Handidet Total Number 64
MS Lonpth
SOFT 24FT
p1
02
rl3
44
�s
#B
#7
MS Langtrl
4OFT 24FT
�8
#10
012
#13
014
'15, Explosives5xplosives Materials and S rvices Usegi
MS
I .I SOFT I 24FT I
H ighar period. N d N EL, Dot C ord(n
a0'
25
27
30!
25
24
W
42
a
20,
2S
2
20'
&
1
20'
17
2
50D' lead line
1
PCuridWUr.its
MankJactured By:
NamoiTrnoemark
Size
7707
8lastrite
Fra max FR
BULK
Blasirtte
Blastrtte Anfo
SULK
25
Spartan88
1lborange 1LB -
1LB
Slastrite
Tpvan extra 1501 1501
Sulk
27
Boostrita 2X8
lErpulex 2X8
2X8
5980
Blastrite
Fra rnita50 1701
18111k
16. SHOT SERVICE' YES x NO DEWATERING SERVICE:YES NO x
'17_ TOTAL POUNDS IN BLAST. 13740 TONS IN SHOT: 15628 POWE)ER FACT0R:tT0N31L15&) 1.14
1$_ EXPLOSIVES PERFORMANCE/SERVICE: EXCELLENT ACCFPTABL1~ x POOR CPT 0.27
BREAKAGE: EXCELLENT X POOR COMMENTS
WALL1t3ACK-BREAK CONDITION: EXCELLENT x
M1
20_
BLASTER-IN-CHARGE(name,signature,lic. nD.)
PLANT MANAGER !signature):
Ke
Tonv Jenkins -
FORM 01.21 010) CC Pv TO DISTRICT. GIV IS ION MXAt.o6 NES1 RETAIN E VEAAs
BLASTMEJUMOGRAPWWITHOAAWAi REPORT

SEISMOGRAPH RECORD
21, Seismograph Location: Trailer Park Lot 0 50
22. Distanre to $test 2000 Blest Direction S PPV- 0.05 Afr(DBL) 121 TapelEver 105
23. Seismograph Modencria) No. MR-29, 2a95 Operator: Michael Lane
24. Hofes per Uelay 1 AfMAX.EXPLOSIVE LSS,PER DELAY • 528.5 Min.delay time between any two hales: Urns.
25. Scaled distance = Distance to nearest non•quaa Bldg-(Une5y- 87
Sq. Root of Max. Lb per delay (fine 24)
26. Blast Diagram (Must Be Cornplriey

East Alamance Quarry
Shot# 29
File: 2005 cr l 05.DTB invent Number: 105 Date: 7/18/2005 Time: 11:16
Acoustic Trigger: 119 dB Seismic Trigger: 0.03in/s 0.762mmu/s Serial Number: 2095
Amplitudes and Frequencies
Graph Information
i1 caustic (A): 421 dB @ 4.6 Hz
Duration: 0.000 sec To: 4.500 sec
(0.221v[b 0.0032psi 0,0220kPa)
Acoustic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 18.2Hz
121dB 0.22Mb (0-055Mb/div)
Vertical (V): 0.02in/s 0.508mm/s @ O.OHz
Seismic Scale:
Transverse (7): 0.05in/s 1.27maVs @ 17.OHz
0.20in/s (0.050in/sav) 5.08mm/s (1.270mm/s/div)
Vector Sum (PS): 0.0548in/s 1.3912mm/s
Time Lime Intervals at: 0.50 s
Calibration Date (yyy 1mmIdd): 2004/11/19
Cal 0.98
0.550�
'Cal
Cal 0,5500�
Cat 0.51
S
OOs UOS 1.O03 1.5Os 2.00S 2.5O3 3.00s 3.5Os 4,OW
4.5Oa
Particle Velocity
Versus
Frequency - USBM Limits
(RI $507,
1980)
10.00
Radial (R) - in/s (muds)
10.00
Vertirul (V) - ids (mmis)
10.00
Tr nsverse (T) - ints (mmis)
(234.00)
(254.00)
(254.00)
1.00
1.00
1.00
(25.40)
(25.40)
(25.40)
0.10
0.10
0.10
(2.54)
(2.54)
(2.54)
x
x
xaac x
xxx x
stoat
x x x
x x x
0.01
0.01
0.01
(0.25)1
10 100
(0.25)l
10 100
(025)I
10 100
Froyuemy (1.1z)
Frcqucney (Hz)
Fmqueney (Hz)

MARTIN MARIETTA AGGREGATES
PLANT N YEAR 3HOTNO
BLAST REPORT
4d$27 24Q5 30
QUARRYIMINE East Alamance STATE NC. DATE: 07/22105
TIMECFBLAST 11:35 am
Type of Material Blasted GRANITE PURCHASE ORDER NUMBER:
Weather Condition: Clear X PlClear Oicast Overcast WinddromSpeed 5 Temp 85
Lacation of Blasi: Fourth bench north wall
Direction0istance from 131851. to Nearest Non -Quarry Building South 2200
Type of Blast: Production: X Other (describe)
NUMBER OF HOLES: 35 No, of inclined Holes:
No. of leveling Holi 0
HOLE DEPTH: 45 AVG HOLE SIZE 5.5 STEMMING HEIGHTS:
7 Type of stemming: *78'M
BURDENI_ 12 SPACING: 14 No. of rows 3
DeDth of Sub Driliin 3
Oea Loading: no Yes X (diagram on reverse) Mats used; NO
x YES
Type of Initiation; electric No. of SerieslGircuits Non electric X
Other NA
61asling Machine Model: Hand Held Popper Sequential Setting:
If sequential, was blast fully activated before first hole detonation occurred? Yes x
No
De or r Used: Manufoctured qy Orica Type Handidet Total Number 90
rn.;
I I BQFT I 24FT I
I I 6OFT 124FT I
#8
Ex iosives Materials and ServitUsed:
#15
L+9.
017
#11
426
I BQFT I 24FT I
higher paned, NONEL,Det Cord(n
so,
25 _
36
30
25
35
30,
42
9
20'
25
a
20'
P
4
20'
590' lead line
1
PoundstUnits
Nlenufaetumd By
Namefiradernark
Size
10849
Blestrits
Fragmax Ff2
AVLK
Blestrite
Blas+rile Anr)
BULK
35
Spanao sa
1 lb orange Me
tLB
Blastrile
Tgvan extra 1501 1501
Bulk
35
Soo sthts 24
Emulex 2xa
2x6
3200
9lastri[e
Fra9rnit550 1701
15.1k
16. SHOT SERVICE: YES X NO DEWATERING SERVICE:YES NO X
17- TOTAL POUNDS IN BLAST: 14119 TONS IN SHOT: 21037 POWCER FACTOR:fMMSrLBS.I 1.49
18. EXPLOSIVES PER FORMANiCEISERVICE; EXCELLENT ACCEPTABLE x POOR CPT 0.21
BREAKAGE; EXCELLENT X POOR COMMENTS
WALLIBACK-BREAK CONDITION: EXCELLENT X
19- IBLASTEFWN-CRARGE[name,sign=
20 PLANT MANAGER (signature):
Kic,FM .Y t-21 cmi COPY TO ofsmri. OMWON (rmxtt aivEs) RETAIN 5 Y j,Ry 80-R5-:SEttUPGRhR4.M'tTMRAWAL RMPOAT

SEISMOGRAPH RECORD
21. Seismograph Location, Trailer Park Lot # 50
22. Distance to Blast 2200 Blast Direction S PPV- 0.03 Air[t]$L) 114 TaoeiEver 106
23. Seismograph MadellSedal No. MR-2g 2095 Operator.' Michael Lane
24. Holes per Delay 1 MAX.EXPLOSIVE LBS.PER RELAY s+ 403.4 Min.delay time between any two holes: Bms.
25. Sealed distance Distance to nearest non -quarry b1d9.(Line6)s Rt49.5
Sq. Roof of Max. Lbs per delay (lisle 24)
26. Blast Diagram (Must Be Complete)
Draw In Hole Pa n Cap.Laypgl, T[mMinn Per Circuit. a Afly 21her nls

East Alamance Quarry
Shot# 30
File. 2005@a 106.DTB Event Number: 106 Date: 7/22/2005 Time: 11:35
Acoustic Trigger: 119 dB Seismic Trigger: 0.03in/s 0.762mm/s Serial Number: 2095
Amplitudes and Frequencies
Graph Information
Acoustic (A): 114 dB @ 10.4 Hz
Duration: 0.000 sec To: 4.500 sec
(0.1 OMb 0.0015psi 0.01001cPa)
Acoustic Scale:
.Radial (R): 0.03in/s 0,762awds @ 15.S f1z
l20dB 0.20Mb (0.050MbMv)
Vertical (i): 0.03in/s 0.762mm/s @ 16.5Hz
Seismic Scale:
Transverse (I): 0.03in/s 0.762mm/s @ 18-2Hz
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Vector Sum (YS): 0.0469in/s 1.1914mm/s
rme Lure Intervals at. 0.50 s
Calibration Date (yyyy/)nm/dd): 2004/11/19
Cal 0,98
A
Cal 0.50
2
/\
Cal 0.50
Cal 0.51
1
5
0L. U.SUs 1.005 1,505 2.00s 2.50s 3.00s 3.50s 4."
4.50s
Particle Velocity
Versus
Frequency - USBM Limits
(RI 8507,
1.980)
10.00
Radiul (R) - in/s (rnm/s)
10.00
Venal (V) - ints (marls)
10.00
Transverse (T)
- in/s (muds)
(254.00)
(254.00)
(254.00)
1.00
1.00
1.00
(25.40)
(25,40)
(25.40)
0,10
0.10
0.10
(2.54)
(2.54)
(2.54)
x
x x
x x
ax
x xa
x sec
0.01
0.01
0.01
(0.25)1
(025)1
(025)1
10 100
10 100
10
100
Frcgaency (1.1z)
Frequency (Hz)
Frequency (Hz)

[Fwd: Re: East Alamance Complaint]
Subject: [Fwd: Re: East Alamance Complaint]
From: Kristin Hicklin <[e-mail]>
Date: Fri, 22 Jul 2005 10:15:42 -0400
To: [e-mail]
Dean: After you get back is fine with me. Thanks, KRISTIN
-------- Original Message--------
Subject:Re: East Alamance Complaint
Date:Fri, 22 Jul 2005 08:56:32 -0400
From:Judy Wehner <Judy.Wehnernncmail.net>
To:Dean Wiegand t <Dean [e-mail]>, "Kristin.Hicklin"
<Kristin.Hicklin(a),ncmail.net>
References: <7FACB547D6F8664399597D2CEE684241049F [e-mail]>
her name is Kristin, that's why. I'll forward it.
Dean Wiegand wrote:
I got a message back that Christin's was not delivered. Could you contact
her or ask her to send an email, that way I will have her address as well.
-----Original Message -----
From: Judy Wehner [mailto:Jud [e-mail]]
Sent: Thursday, July 21, 2005 12:57 PM
To: Dean Wiegand
Subject: Re: East Alamance Complaint
I think you ought to forget the cruise and get the info in. Just
kidding. Kristin is handling this one so I'll let her respond. I doubt
she'll have a problem with waiting till you get back. Have fun! Sent a
letter to Albright. I predict we will hear from him as soon as he gets it.
Dean Wiegand wrote:
We will be shooting the "shot after" tomorrow, so the submittal to you will
shots # 28,29,30. However, I will be on vacation next week , so will
getting
the information to you be timely if I send it the week of the lst? If not
the shot reports can be sent directly to your office should you so desire.
Please let me know.
Thanks,
Dean Wiegand
Martin Marietta Materials
Phone [phone]
l of 2 7/22/2005 10:20 AM

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist
Mr. Dean Wiegand
Martin Marietta Aggregates
PO Box 30013
Raleigh, NC 27622
RE: Blasting Complaint
East Alamance Quarry
Permit No. 01-08
Alamance County
Cape Fear River Basin
Dear Mr. Wiegand:
Land Quality Section
July 16, 2005
Michael F. Easley, Governor
William G. Ross Jr., Secretary
This office recently received a complaint directed at blasting practices conducted at the
above referenced quarry. According to the complainant, Mr. Jeff Jarrett, the vibrations produced
from the blast at the East Alamance Quarry on July 18, 2005 caused his house to rattle, shake
pictures and crack walls.
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 on July 18, 2005, including any
seismograph recordings made. Furthermore, please forward all shot information for one production
shot conducted immediately prior to and one production shot after the blast in question for this
office's review.
It is recommended that you discuss this matter with Mr. Jeff Jarrett. His address and
telephone number are as follows:
462 Isley Road
Haw River, NC 27258
[phone]
I look forward to receiving the requested information in the near future. Your continued
cooperation will be appreciated.
Sinc rely, {{
,
Kristin Hicklin
Assistant State Mining Specialist
Land Quality Section
cc: Mr. Matt Gantt, PE
1612 Mail Service Center, Raleigh, Ncrth Carolina 27699.1612 - 919-733-45741 FAX: [phone],
512 North Salisbury Street, Raleigh, North Carolina, 27604
An Equal Opportunity 1 Affirmative Action Ernpioyer — 50% Recycled i 10% Post Consumer Paper

MINE BLASTING COMPLAINT FORM
NAME OF PERMITTEE;L!C4ioI AW4-f+0,- 040�-C8
MINE NAME/MINING PERMIT NUMBER: - vtr Quco-v-ov
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CO41Pl AINANTS NAME:
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PHONE #; 3 36 -- 59 8— {FJad 6
APPROX. DISTANCE OF COMPLAINAN75 RESIDENCE TO MINE;
DATES OF SEVERE BLASTS: " 0!5
WEATHER CONDITIONS DURING THE BLASTS IN QUESTION, IF KNOWN:
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NATURE OF COMPLAINT/COMMENTS; "'-
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INVESTIGATOR'S NAME:
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DATE COMPLAINT RECEIVED: '-I — I? -05�
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