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Boyer, Janet
From: Bou-ghazale, Samar
Sent: Tuesday, November 12, 201310:22 AM
To: Collins, Latrise
Cc: Boyer,Janet; Khan, Zahid
Subject: RE: Cabarrus Mine- Permit No.13-27
Hi Latrise,
We don't have the capability to scan a large map. However, Raleigh office can provide you a scan and they do have all
the information that you are requesting. Please call Ms.Janet Boyer, State Mining Engineer at 919-707-9228.
Thanks,
Samar
From: Collins, Latrise fmallto:LCollinsrelncdoi.aovj
Sent: Tuesday, November 12, 2013 9:56 AM
To: Bou-ghazale, Samar
Subject: RE: Cabarrus Mine- Permit No.13-27
Mr. Bou-ghazale,
Can you provide my office with copies of the following:
a�Mine map last revised October 30, 2006 (which was referenced in the Vulcan permit);
x Last annual reclamation report submitted by Vulcan;
.2' Revegetation Plan prepared by Robert J. Grill, Landscape Architect on May 7, 1996: and
4. Any application or supplemental materials submitted for the 8l23t89 modification request to
include the Harris tract and anything showing the permft modification thereto.
Again, these documents are being for a trial to begins on November 18, 2013. If the maps is too
large to scan please provide a copy to me at the below mailing address.
Thank you,
Latrise CoCCitts
Paralegal
North Carolina Department of Justice
Transportation Section
1505 Mail Service Center (27699-1505)
1 South Wilmington Street, 2nd Floor
Raleigh, NC 27601
Phone: [phone]
Direct Line: [phone]
Fax [phone]
t

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w✓
This communication may be subject to Cisbtoau,e unCas-the North Carolina Public Reco,Vs Act.
From: Bou-ghazale, Samar [mailto:samar.bou-ghazale(a)ncdenr.00v]
Sent: Friday, November 08, 2013 12:55 PM
To: Collins, Latrise
Subject: Cabarrus Mine- Permit No.13-27
Ni Letrise,
Attached is a copy of the subject permit. Please let me know if you have any other question or need any additional
information.
Thanks,
Samar
Samar [e-mail]
Assistant Regional Engineer
North Carolina Dept. of Environment& Natural Resources
Div. of Land Resources
610 E. Center Ave.,Suite 301
Mooresville, NC 28215
Ph: [phone] Fax: [phone]
Switchboard: [phone] Direct line: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless this content is exempt by statute or other regulation.
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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conmd
William W. Cobey, Jr., Secretary Director
November 28, 1989
Mr. Timothy R. Knopf
Mining and Environmental Specialist
Vulcan Materials Company `
Mideast Division
P. 0. Box 4195
Winston-Salem, North Carolina 27115-4195
I
RE: Monitoring Well Relocation
Cabarrus Quarry
_.. Mining Permit No. 13-27
Cabarrus County
Dear Mr. Knopf:
Thank you for your letter of November 21, 1989 advising this office of your
intentions to relocate the monitoring well on the northeast side of the pit to
the northeast side of the approved southwest to northeast diversion channel .
This office approves said relocation provided that you contact the Groundwater
Section, DEHNR, regarding any necessary permits for the new well and capping and
abandonment of the existing well .
Your cooperation in keeping this office abreast of changes in your
company's mining operations is greatly ,appreciated. Please advise at (919)
733-4574 should you have any questions on the above.
Sincerely,
Tra vis, E.I .T.
Assi tent Mining Specialist
Land Quality Section
TED/se
cc: Mr. Jerry Cook (w/copy of letter and map)
Ms. Brenda Smith (w/copy of letter and map)
P.O. Bar 27687, Raleth, Nonh Carolina 27611-7W Tcicphone 91&733-3833
An Egml Oppormnny ABimuBve Action Emplayu

Vul an
Materials�ompany RECEIVED
NOW 29 1989
IANP roIA. .Jn SECTION
November 21, 1989
Mr. Tracy Davis
Department of Environment,
Health and Natural Resources
P. 0. Box 27687
Raleigh, NC 27611-7687
Subject: Vulcan Materials Company
Cabarrus Quarry
Monitoring Well Relocation
Dear Mr. Davis:
Expansion of our Cabarrus Quarry will require relocation of the
monitoring well on the northeast side of the pit. The new monitoring
well will be located on the northeast side of the approved southwest
to northeast diversion channel . Enclosed please find the map showing
existing and proposed location of well .
If you have any questions please contact me at [phone].
Sincerely,
d,,,ot�LrR. e)A.0Pd
Timothy R. nopf
Mining and Environmental
Specialist
/lnh
Enclosure
cc: R. B. Willard
R. M. Poplin
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State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Sneet • Raleigh, North Carolina 27611
James G. Martin, Governor September 11, 1989 Stephen G. Conrad
William W. Co* Jr., Secretary Director
Mr. Russ Willard
Vulcan Materials company
P. O. Box 4195
Winston-Salon, NC 27115
RE: Permit #13-27
Cabarrus Quarry
Cabarrus Cau3ty
Dear Mr. Willard:
Your recent request to have Mining Permit No. 13-27 for Cabarrus Quarry
in Cabanas County modified 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 Mining Act
of 1971. The expiration date, mine name and permit number shall remain the
sane 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
the 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,
1 r]3as P.G.
Mining Specialist
Lad Quality Section
Tflc/se
Enclosure
cc: Mr. Jerry Cook
PO Am 276P. Raleigh, Nonh Carolina 276167667 Telephone 919-733d633
An Equal Opponuniiv AilirmaM Mon Emplorcr

DEPAMW,N'f OF ENVILMrOU, HEALTH AND NATURAL RESOURCES
DIVISIO14 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 Regulation 15 NCAC
5 B. and other applicable laws, rules and regulations
Permission is hereby granted to!
Vulcan Materials'Conpany
Cabarxvs Quarry
Cabarrus County - Permit No. 13-27
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 8
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 6r 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
4
This permit has been modified on:
A. December 1, 1987 to include the Miller Acquisition (40.25 acres) and
Brumley'Acquisition (56.43 acres) as outlined in the November 9, 1987
modification request and illustrated on the November 4, 1987 site plan.
B. September 11, 1989 to include the Harris Tract (20 acres) and Blythe Tract
(10 acres) as outlined in the August 23, 1989 modification request and
illustrated on the August 22, 1989 site plan.

Page 3 of 8
Expiration Date
This permit shall be effective from the date of its issuance until May 21, 1996.
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. Any wastewater processing or mine dewatering shall be in accordance with
permit requirements and rules prormilgated by the Environmental Management
Commission.
2. Any mining process producing air contamination emissions shall be subject
to the permitting requirements and rules promulgated by the Environmental
Management Commission.
3. .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.
Erosion and sediment control measures specified on the "Site Plan" revised
April 10, 1986 and accompanying specifications dated April 11, 1986 shall
be implemented except the riprap for temporary filter basin "B" and for the
large stone filter basin will be increased to Class II. Other substitute
measures and/or additional measures may be installed as necessary to
prevent offsite sedimentation subject to approval by the Land Quality
Section.
4. 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 due to
siltation, shall be planted or otherwise provided with ground cover,
devices or structures sufficient to restrain such erosion.
The onsite waterways shall be diverted and stabilized as shown on the "Site
Plan" revised April 10, 1986.
5. The affected land shall be graded so as to prevent collection of pools of
,rater 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 4 of 8
6. 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 m`aXii= 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
ccn nercial or institutional building outside of the permitted area.
The operator shall monitor each bast 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, docarnent 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 operat:.or 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 permi-ttee'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 5 of 6
7. Sufficient buffer shall be maintained between any excavation and any
adjoining property line to prevent caving of that property and to allow
grading of the sideslopes to the required angle.
A 25 foot wide minimum vegetated buffer shall be maintained between the
outer edge of the perimeter berm and any neighboring property line. A 50
foot wide minimum vegetated buffer shall be maintained between the berm and
all state roads.
8. A physical barrier consisting of a fence or boulder barriers, etc. , shall
be maintained around the perimeter of any highwal.l. "No Trespassing - Open
Pit" signs shall be placed around the perimeter of the mine site. Access
to the mine by automobile shall be limited to the front entrance.
9. Foisting vegetation or vegetated earthen berms shall be maintained between
the mine and public thoroughfares to screen the operation from the public.
All berms shall be constructed to a 2 horizontal to 1 vertical slope or
flatter. Construction of the berms as shown on the "Site Plan" April 3A,
1986 shall be completed within 18 months of initiation of mining activities
at the site.
10. Ground water monitoring wells shall be installed prior to mining to monitor
for possible impact to adjacent ground water. As a minimum, a small
diameter observation well shall be installed on the northeast and on the
east side between the actual quarry and the nearest supply well in each of
the two directions. The depth, exact location, and frequency of monitoring
shall be as recommended by the Ground Water Section, Department of
Environment, Health and Natural Resources.
11. An Annual Reclamation Report shall be submitted on a form supplied by the
Department on February 1 of each year until reclamation is completed and
approved.
12. The security which was posted pursuant to N.C.G.S. 74-54 in the form of
Twenty Five Thousand Dollar ($25,000) blanket bond 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.
13. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.
14. 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 Departmnt prior to on-site implementation of the revisions.
Any proposed land disturbing activities on-the NLiller Acquisition and
Brumley Acquisition land tracts must be approved by the Department prior to
initiation of any such activities.

Page 6 of 8
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 C.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 ground water, barricade along the top of any highwall, and
grade and revegetate any areas in unconsolidated material. Subsequential
land use may include: water reservoirs, wildlife habitats, residential
developments, and recreational areas.
2. The specifications for surface gradient restoration to a surface suitable
for the planned future use are as follows:

Page 7 of 8
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 or sediment basins shall either be backfilled and
stabilized or cleaned out and made into acceptable lakes.
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 dumped at the mine site. Scrap
metal, trash or other such waste shall be remVed from the
site and properly disposed.
F. The affected land shall be graded to prevent the collection of
noxious or foul water.
G. Drainage channels shall be permanently stabilized.
3. Revegetation Plan:
Develop berm along the border around site .for screening of sound and sight.
Constriction will be an on-going process. All disturbed areas in
unconsolidated material shall be revegetated following site preparation.
Seed as each portion of spoil is put in place to prevent eroding of the
beret and offsite sedimentation.
Seeding rates for all bare or disturbed areas will use a variety of plants
depending on the area to be seeded, season of year and continued use of the
area.
Use the following seeding rates per acre:
SPRING (March-Tune)
Ryegrain 15-20 lbs.
Tall Fescue 40-80 lbs.
Sericea Lespedeza 15-20 lbs.
or
Red Clover 8-14 lbs.
(Hulled) Common Bermudagrass 4 lbs.
or
Weeping Lovegrass 2-4 lbs.
FALL (August-October)
oats (optional), 1.5 lbs.
Ryegrain 20 lbs.
Tall Fescue 60 lbs.
Sericea Lespedeza 40 lbs.
(unscarified)

Page 8 of 8
NOVEMBER (November-February)
Ryegrain 20 lbs.
Unhulled Bermudagrass 1.0 lbs.
Unscarified Sericea Lespedeza 30 lbs.
Tall Fescue 40 lbs.
Fertilize using:
600 lbs. fertilizer (10-20-20)
4000 lbs. lime
70 bales nnilch
Mulch when slopes are more than six (6) percent for 70+ percent cover.
Tree species of the type previously existing at the site shall be planted as
soon as possible.
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 ccxVletion or termination of mining.
This permit, issued May 21, 1986 and modified December 1, 1987, is
subsequently modified this llth day of September, 1989 pursuant to G.S.
74-52.
By: ✓ �2�.ri' G�f L Ylit�L*rc."1
Stephen G. Conrad, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

n 10, 40
DIVISION OF LAND RESOURCES 0r/(,y
LAND QUALITY SECTION
July 25 , 1989
MEMORANDUM TO: Tom Carroll
FROM: Wesley Webb
RE: Vulcan - Cabarrus Quarry
Cabarrus County, N. C.
The following items were noted during the review of the site
plan:
1. The construction sequence does not indicate when the dam and
lake is to be built. In addition the sequence indicates the
basin installation based on drainage areas. I would like to
see the sequence indicate the basins (by number) to be
installed during each phase and during the installation of
the channel.
2. several details need additional information:
0
a. The sediment basin detail does not indicate that the
surface area is to be the top of the basin indica%ed
in the chart. 4
b. The seeding specifications include "rye grass" and
does not indicate the rate of tacking.
C. The riprap ditch and apron details do not indicate
the filter size or thickness. The ditch detail does
not have a stone size.
d. The limits of each phase were not indicated.
e. The dam should have a bottom drain indicated and
adequately sized.
3 . The following areas need additional measures or redesign of
existing"measures:
j

Page Two
a. A temporary sediment basin should be installed in the
channel below the dam to catch sediment from
construction.
b. A sediment basin will be needed in the area where
Cessna Road leaves the proposed berm. The riprap
ditch flows in the opposite direction of that shown
on the plan.
C. A sediment basin will be needed on the south side
of the berm across from basins #3 and #4 to catch
sediment from the berm.
d. A sediment basin will be needed on the west end of the
diversion channel to catch sediment during stripping;
if the dam is not built.
e. Basin #22 will need to be installed during construction
of the channel.
f. Basin #21 does not have the correct weir size for the
designed flow.
g. Basin #2 should be designed to catch the water diverted
by the berm to the 96" CMPS.
h. A basin is needed on the north side of basin #11.
i. Stable ditches are needed on the quarry side of the
berm between basins #3 and #6.
j . The calculations for the runoff through the 96" CMPs
are low. However, the capacity of the pipes should
handle the correct runoff amount.
k. A basin will be needed on the east side of the 96"
CMP to retain sediment from the berm construction
of Phase 5 .
4. Due to location of the diversion channel, several problems
need to be addressed:
a. Which direction will the construction of the channel
go?
b. Where will a permanent crossing be located?
C. The detail indicates a 20 ' high cut slope, but the
plan shows around 351 . Benches will be needed in this
area.

Page Three
d. The last section of the channel is in a heavily
wooded area and is a creek ( from site inspection) .
The location of the haul roads need to be specified
for this area and measures installed for the haul
roads. The limits of the disturbed area need to be
shown. Due to the limited amount of cut in this area,
a section of the channel could be graded and riprap
installed. However, the areas of deep cut will require
several weeks of grading and should have erosion
control measures to prevent sediment loss to the
shallow section that contains a steady flow of water.
e. A substantial rock dam will be needed in the channel
to prevent sediment loss from construction. A detail
is needed.
Should you have any questions, please call.

a l l;e y , willia°ms , carmen , & king
of kannapolis , inc .
ENGINEERS & ARCHITECTS
�� p.o. box 1248 / 207 south main street
E
�l00. p� ✓G� 6 ~ itl tC kannapolis, north carolina 28082
TF�t:' 'I '• is lephone 704/938- 1515
!r^(,�,
July 5, 1989
89519
Mr. Wssley.Webb
N.C, bepactP;ent of Natural Resources
and .Community Development
P.O. Eox 950
Mooresville, North Carolina 28115
Re Erosion Control Plan '
Vulcan Materials Company
Cabarius Quarry r
r 61�,
o IIn ac _gnat }g with ouz meetingxhi§`�Lmom�crg *jplease.find :enclosed fnr your !
mw{Pa�al�, *of)the xevieed 3eequeacero nnatruction for the Trapezoidal.
iQhannye'v31r„igJ�yArea 3 along [he no`'b thweatliaiae of ,the proposed quarry pit. I
w 4b:.q,d". FyY '' k '� ryiar� ?C.} .'ks, . t1:+.g.it,'{kLr'+ H i✓- 1
ens rqc 11 me atsF(704) 5938 1515si£'S�yxZo�uY^IuYyve any queatioas.
i
i
t fv :ni
x N'iV q�'•22 Wf1 l F 1i JhY.
"�"7T+ DPBANApOLIB INCORPORATED,�"� �rr \v'l ; r „,
A
. f6.,. . ... . . Q
_ 2
Mr.:; Mi&e;.Poplin
Wiese :Materials Company
I.
Id
v +,- LAORENCE A:ALLEY,
' & NERDERr A. CARMEN A 1 A.
�1 „y ,� ' r �i• :NJt4�� c NAYWOODa KINO, PE/A LS.
ire
M
,�1r.1> y"'A�`�.��,iYi >r�iti eY,,PJ SA xrr+l� eSV1 W'ISs'Sfdi r ur \ JEPFMOODY P.E.

- j
Berm Construction
6. Remove silt from basins when t 21f full. Inspect basins after each rainfall.
Reshape weirs as required to keep basins functional.
Sequence of construction for Trapezoidal Channel Area 3 along northwest side of
proposed quarry pit
I. Install sediment basins in low points in drainage basins N3, 4, & 5. Basins
will provide protection for offsite sediment. Basins are to remain in ser-
vice and are sized for future quarry pit expansion.
2. Construction of channel shall proceed from low point at existing creek and
proceed upstream.
3. Contractor shall clear, grub, and excavate only the length of channel" that
can be shaped in one day of work. Install rip-rap immediately upon achieving
the proper channel section:
4. At the completion of each day's work, the Contractor shall surface roughen
the aide slopes and temporary seed, mulch, and tack the cut -slopes.
5. A temporary sediment pit, 3' deep x 10' wide x 15' long shall be installed at
the upstream end of the excavation at the end of each day to prevent sediment
from entering the completed. sections of the channel..
6. Install temporary diversion d t itches l8" .deep along top of cut elope. on the
horthwest aide. of channel.as .work progresses to prevent flow of water down
tbe.'cut:elopes until permanent grassing is established.
7. Install rip-rap and filter material from':the channel to, top o£_ eut, slope at
low points where flow is concentrated by diversion ditches.
alley, williams, carmen, &-king of kannapolls, Inc. ,a nm 11411 1 2m .a„mmin 81� "nupv m2soe2

INTRODUCTION. '
Project Slope -
This project consists of the construction of approximately 8500 linear feet of
berms along the perimeter of the property. The berms will be 20' in height and
follow the natural topography. The berms will be constructed as detailed on
Sheet 1: of the plans. The top of the berm will slope 6" towards the interior
of the property. Diversion ditches along the inside top of fill slope will
transport the runoff to permanent slope drains installed at 1000' intervals
and at sag points. Slope drains shall consist of 12" CPP. Outlet protection
shall be installed at each slope drain. Outlet protection shall consist of
6"d50 stone is = 6' w = 41 .
The ten year quarry limit has been extended as shown on the plan. Also, future
extension of the pit will proceed in northeasterly direction. In order to
eliminate runoff into the future quarry pit, a channel is proposed along the
northwest side of the pit. The channel will be a trapezoidal rip-rap channel
as detailed on Sheet 1 of the plans. The side slopes shall be 2:1, and the
channel shall be benched where the height exceeds 20' . The overburden re-
moved during the channel construction shall be utilized in the proposed berms.
Pipes under the berm have been sized for inlet control for a 10 year, 24 hour,
Type II storm with a "CN" valve maximizing the denuded areas for this quarry
pit, channelization of creeks, and haul roads. All sediment pits are designed
for denuded area and minimum surface area, based on 10 year runoff and a trap
efficiency of 70%.
The exact location of haul roads is unknown and are not shown on the plans.
Temporary creek crossings shall be installed where said roads cross creeks. The
creek crossings shall be constructed in accordance with the detail and table
shown on Sheet .lof the plans.
Sediment pits have been designed for both the berm construction and removal of
overburden in the proposed quarry pit area.
Sequence of Construction
Berm .Construction
1. Begin clearing operation for berm construction and install sediment and
erosion control measures progressively with clearing operation.
2. Install culverts with outlet protection progressively with clearing opera-
tion.
3. Install rip-rap channel along berme immediately upon completion of clearing.
4. Complete-Berm construction in accordance with typical section shown on Sheet
2 of the plans, including diversion ditch, permanent slope drains, and slope
drain outlet protection.
5. Provide surface roughening on side elopes and reseed berm in accordance with
revegetative specification within 30 days of completion of any section of
berm.
alley, Williams, carmen, 8 king of kannapolfs, Inc. wra« ivt«mn w,.e,«.a d.ap,w.mzeon

Berm Construction
6. Remove silt from basins when half full. Inspect basins after each rainfall.
Reshape weirs as required to keep basins functional.
Channel Around Proposed Quarry Pit
1. Install sediment basins in low points in drainage basins b3, 4, 6 5. Basins
will provide protection for offsite sediment. Basins are to remain in ser-
vice and are sized for future quarry pit expansion.
2. Begirt clearing operation .for channel.
3. Install rip-rap channel immediately upon achieving the proper section.
4. Provide surface roughening on side slopes and reseed channel slopes in accor-
dance with revegetative specification within 30 days of completion of any
section of channel slope.
alley, wllllams, carmen, & king of kannapolls, Inc. pnemuw mr hw n m nw�u,n<z :

Project dui Ao 6Ans�iae,S No: alley, williams, carmen, & king
of kannapolis, inc.
SubjectFPc59J i.AA''ti 0:. SH. I ENGINEERS • ARCHITECTS
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Project Na alley, Williams, mrmen, 6 kingE
SRr2 of kannapolis, inc$YOjeCC NE ERE AAp o1i$ EEIDale: ReP. .rM mx ...gyp.,.�..�..� 7io.m3.151
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1
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lS = 8(s = Cndl ( = 33.<0' PER PIPE
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wcuz 6e41cru '/0

vrolecl: NO: 8'1 alley, williams, carmen, 6t king
sur of kannapolis, int:
Subiect: E N GIN E Eel C 1 p CN1 TE C 13
Date: Pep. m.rn...:n.+... ...3.. ISu
bnspli.,nnO.ndr 1EOa )ebEL�1313
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Proles: No: I alley, Williams, carmen, king i
Subject: ANT Q of kannapolis, ine.
ENGINEERS & I RCNI E..wPIn.•••M1 w,dlw naE T E CT,
Date: RN. � ii� is
11
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Project. v66 6w Mr'eZ1IrS No. g'i5 alley, Williams, carmen, & king
seoyea:_iafe y_a i.::��; s of kannapofISO ine. i
LNGINf FFf F 1a CN1TECT1
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rloiKc No: alley, Williams, carmen, & king
I sanfeo5: of kannapolis, ine.
ENGIeE IRS C ARCHITECTS g
Dale: PaR mv.«.n.......... ...R.. ltu
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Project: N. alley, williams, carmen, 6 king
of kannapolis, int.
Subject: ' ENGINEERS F ,RC"ITFCTS i
DEW Rep. mr ...n_.,. .u.n ..1.. ltu I
....A....I MIDI iwnu.l515
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7.6Aca�
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5 io:cZY�s V6WMrJ- . IZ• Gx 1600 cPl�.:nE = 22�1�60 GF
9 Ptr 0jRb_.P_AD.S,EP T 70:Wive x S2'..o4y = 22,9to0� 22rd6D_oIG_.. ,
DcAluacc _. 1:11 1 444?S; =. w LAL. cfl•E.1i Its RISSR, 34atN ,
I
..... . enn. -- 1.o� y_ F_Hos,.R..TX�E7I_Sroz -.;-.... ....
i
RISER. Deej.4ubi.� ;:op. 46 CF•5 '
H0aaD- co' !.:. 30oCpnR CpNICk.uT ;@- = 4U.67% 1.0V 47`4.fd5 >.40q,Ic
50' C.ONIDuIT REAUIRE 3td'.?LISEIL K lIw . . . ,
COON R.ISEIt Ona4 1' 14jrd?sl) ISSi .Sb GFS OL
I :
Gr+.mRGEVJ.W -i5plkU1W:_.MIFSLGp2av i108 - 47cas=_Gl.�Ovs MIE.1. . _ .
•r-�� I '
'USE 'Rpc.I4 VINYYr
WEIR L_so agrw GI/ZG7'S ' 50.5' use 55' ., ....

Protect: No: alley, williams, carmen, S king
0 of kannapolis, inc. _
$IIbItCC EM61NEE53t ARCH$ ECi3
Al...n wl..wn 12
O8I2: BlP ksn "1&,ns.d mdim 2NIQ iD MJ316
_ 10 Svluwat'
3
-
Y
1
to
�wcc�wc. 1'�
�Nu . 17, 'wEEN - Cl7(I J'v I - •��-' - i� - �.,',av F7
.Oo4-7
Use 20bwlra 13w5w. x 270 wuy Qoc Pbm � �o'zlsr� f�vr
�;30°GM4..GoslDu�c' :' S`P.1ut.z�Y W t?�` 351 5� T�"rAl�.
1 ,
i

Project: No. alley, williams, carmen, & king j
of kannapolis, intr
Subject: 4 ENGINEEEe G ARCHITECTS I
Date: Rep. TVs"A r:.e..n Mr.S..ua
S.ix+rrl:....,S...rl�w aeq IniE.ssls
Ua: GJr%-,?nP C.N Aw1,.i'._:. DrS;q'�1 s�l(TUIOU`W g,:,._ni , TG od!tItTJG SaJSI Oc Au^v OVT
dF rlc RHn.
,L-`ViNti:a� Pms - 4' rTaa r-10'wlndv 1S Loir,
LENG711 6F�jEL�M (.�FiJ'cZ�ila4 s�c ::F ��.--.D = &='� �Gex L % 1y00 .'. L= /BD
a'>5;o0
/✓dd BO L.iBS
Sao 13AStIJ 'S-1d.10M4 Cj117E OF CHauT.. i�. �t-c.14 TS.s,iM �c..lSrzuGgJ
23� % bJD 43...,.. - 4.2Z AU.r^.� �VRn11U nq- . �,.cL`
Ic'- 14MtJ ;. l+, N.(p IN Alto,
&=C,iA (0)(4."dI—J..7cF5
MIu Sueace;Af' a = I n. �, (2,33� -- -.. 58 Dos r- Wet¢l�ucT + �z" 59uss
• 0647 _
I
.. . _ ._1.15.e��0(:K..�1?.l?�_..10 w.117.E1t.._o.S .wuG-._ee? / le we1 �. - ..._.
f�o2 ' wrr».:V -hu4 C(aae$ _IJwyG CNnN �e� quo Suz E /Nt2.Eh` 1&- inns",
Foe.; $os1u S . SeDwiEklP S-%jD,iacF \10+! 15 I_d 7R6U I>DE�un�
_ _.._.
sevI-AlEur blhl# G Sour Sloe o` Gw�t,ae Auo aG .��€Itrn
Ttwad LSIzf=!. cd� t3�Rnn IdId. 400x30/43540= 0.74INCRE5 . . - .
1�-1nlnnxF gaEa 23acres5 .
- 61-- C1 A.<. '•SC(0,5) Z•,37 .s Z cFS_ '
SeD Vo,•= A4( 1800)` 1332eF'
PrT ?JtvESP �`iLOt WIOcx ZSt �,o�G c ISOOGrS - 1
MAiw Face �YLED = IC78?� C233) 3, 97? �f _ . . .... . . .
• ooa'1
Lae1a (.eu4nJ = ?•st ?(o = 39usz 101 .
I1J (p 501w10c't �/ 3tPEF_P� 2c' colUFx 25�wu4 0TILaF
WEtti Lt=uGiN= 10 '

Project: No: alley, williams, carmen, & king
It, of kannapolis, inc. El
RYbICCI; EKG 1ME Ell S • LRCM I TIC TS
bate Rep. ns...A ,d n.4.1 .. @a na
,cea.eal:•. .ud..nCn non MrneFlsrS I
Ssvt�,�u� ,1 Ccnnr:.�. `vl:. hug51171_ or- -=E�-� AREI� 3 Ooznl SIvE
(� (..N TU1.2L �IrCulAl Cj
USc SODIn,Er� 4�'DC-C-(� a !U WIOC-� 15- U.vvG E, c12 /r.:•eir rk.Caf C� CkIDNI,IEI_
ScVInIcI.IT �/�'�ItJ �7
S�c1yTt
�IZ.11r.17-•v{ �IZEf]. '-\ �. J /YaZ�`� IL-' lss�l i .� L- a..�n IU�F•t042.
6t = GIA � , � C4c�Ca•s�= 27Ga5
Mid. S:um6E Alzen = IC2"i) (2.33) = 13, 4055F Wei Le*LGTH =�7�Z=13 ,5use
0047
-
ff 7=Use Pr n/ AIekj 7104 = 90 , /o-vX 150 bCV4 = 13,50-c 50. w/ /T tb,6/2 ,
SEp P1 !9 - okT OF VV;7M -Serag S,InE of CHA1J hltl . . .. ._._._. _.__
-T�uLEV Aaen = 400K81 356o 07a ncnzs = I"i32cF S2D•
�aD.I IJ AGe' {a2EA.' 074 ALRFS
. AIM IC3,07) (Z331 J _ .._ ., 4975E
I
00 usE, 5avPrr 3o'wtvex 5clLoucy Q 'vw�eF w/ s'vi�)2 .
1_. I
d . .,74'. V 1,65 ff 5 o,c Fv�
.7rVE¢Slau_�rtcaa - VGH�*t_..E4. 3,1
1 62n3S I_r4FP .. .T
i
71 EPTN: = I .S1 h, t,.1

Ploiact: No: SI alley, Williams, carmen, & Wing
of kannapolis, it
SVr]jBCL fN GIMEERS 6 ARCHITECTS �(
Date: Rep. xa..wr:..n,.. ..A.. 1]N
Nmpd]y r.q md•,.]WE} )ObYL-1515
Cl UIi C_ 2U>t24Y V T
If, _ '/ I
�Lc. 1.+Airli'_.II C',i '"7CGJk?. > Gic
cE> % 0" = 4.22 x '159 6 c f= ,
Rr Dwl ± 4 'DeEP x CF wftz LF 4T. U= �hCo" , IS
MIS Is Fa ten - I ( 29�. ( 2.33: 14. 47C SF
1
5o'E;,.euG -.C;"EtItC_13uG7tl = L51 . � '_ .
T'1 1
ybVcl'L$lA),I ..71'T.filC `raIPj , ..i. i. . _
t
�ZAILI�C„ff ]y2Ea = � (c DG>!ES. 1
.�. . C1La.'_. ESgS_t•C¢ u�C3 fG7..`_ _I_S,�GF$ .... � � _. _...� .�' ._.� . . .. . _ .
,.y'I- 4.
\
Ta-�. �] dso �a.+s n=° .o3'� Fnn, �D�n+ os- t. Ori-
:I .
Ftzw cmatrv- 8.0sR,i_ d! 2 . __=• ., d 1_.VZ( g7 2z )6 2 (3
ZSO
I I 1
T=` Y s : G21A ( , O)G05) = 2.09 4 Z..sc ct

I Peoleet: No: alley, williams, carmen, & king
subject: z of kannapolis, UK,
ENCIHEEe16IRCHITECTS
Dale: Rep. F,.. ".. 124
...Tim x"oev 794n3Ea515 j
_VI?AIw Iv:IF_ l�Izt=7. d'
Lnuo Use Gnl
3ezrn Goon -74 0" 5 22.2
@U'nclty 91 .41G 41
4.9 446.8
W6lt>,NTcD Gu = 440 49 89.9 LA5E 90
ft 1�5uau 5WT4A .JOY574¢ "Zd tau2TVaa = 5.1 IUCA1o"S- _ .... _ ...
�UtiIOFP C�situu+-rmvs
G1bFF.;ARED �pQ.2iZLT1D� Fe cpo2..= I.O-1 ?
&14 go
F aK F�a� F. 27_GFs> I,( 1,_. 2 B,9cE3_, u5E_ 2�.cFs . .
CULvexT 1,4554u
61' 2�.cPs •}
Q HV= 3.7Cc ccc.wT7�3ta
3o"GenP _.Nl =.ozl `J � O,tr'tt �`/Fr C6rlsfluG CNouNe�. Sj.DPE�
IlFut 70 #3cPs> Z7 etc
NORAI�L PfIL or- Ft.ow ' 1.07 F7
Vv-c.oGcrv= 6.40rT/sae..

Project: Na. alley, williams, carmen, & king
$UOjIGC I3 of kannapolis, inc. iT
E M GIM E E R S t 1RCMI T EC T S f
Date. flop. ...... p..M. 124 1
...r.. ,....A....n. 18482 MANI-Isis
�u-� l�rz�'cmo..l N�wYor_I- M�:rNov
E�OS.fu = 5 He?w-i :,-roes 23 Ad 50 !.a = ZD FT W = to.5'
= 1.5 ale)pr
�EDIv.5NTWPDn' C.opMCV Pli
S eVugEnlr YOL= =i.Cv* 1900 : Q5 Is0OF
SavImakm ?r PIm = 4'I,seo.. 40'wlosx 52 ' L ucaG 832OaF
5Uuv,ce JSaea= �;.kCj E� a " 1� = IC2�� [- .�3-1 It - 13,4O5s?
.m41
U)Ga Wwarrl = S/Lm t = lzC0 SG IO'w'slrc-
- v
U� ROGw P�ni�sSrN_ loo'.wi L.buc ornASvmmarur Prr4'vbsG,,x4dwlntE
>< S2',wuG - 1,J.cL2 ,LElIG'CN_s..l o'
SsvimFl.rtz,-savJ_�.mw� iFoa 3zRnn CO�Jsnucnoj.
i l
IL ,
Smerr *CY ;Hoerr 5 qo,'&.p .,[ iw5lvs-tseu)
O = GiA = GCCa.S7C.i.5 = 22.Odct s
MIN, SUV=tCE /Z =..l.Sst'^!" �Z33�• ;1� 011 SF :.
I 0,o_4,?1._ _... ... _ i
h I
nSep sr 1O'.I�.I DE v:� �4_. 400 G > 5Od'; i.
We5vPrr 2mlwloe% 4O1cau4wrru Tan v3' PaWyIowtoexZo'wuc, ��io'we1G
Sep Prr�lO SwATNyvEeF 50'0w1P CIN51G8 �c2 ti�
1,F)JUV69 A%Zern= I00n80/435(40� O, I )A< RS = 33IGF SS�IrnE
�L)I un4a O. (o l�hGlros
C� ' C 244cF5

Project: HIE EM19 alley, williams, carmen, 61
king
ff
subject: b of kannapolis, inc.
ENGINEERS & ARCHITECTS
Oale: Rep. mr...A..;.1.110 P. b. Ras
l.M..n:....•.....R"nm w.na.uls Ual
Va14 (2.23) = I2C'. GraF WaltzLEUGu
bJ=1l
*KAASa 5mv Rr i /l�' Loa r,TiznP
1
U�12 AEU GTN = 10'50P'01 ZNT Y IT#II OUTS! Dec Or -OsTtM\J
Y�rJb.VE�J ARC = 1001x SoAss(x�
87 SF
ooa'+
l l -Use Ptr 1.5"W oEx 301 wuG w /5' lock tart¢
f
I

Project: No: e9 1 alley, Williams, carmen, & king
u of kannapolisf Inc.
Subject: EM GIM E E R S O . RCX IE EC i3 1
Date: PaO. 3m...e,nL.n.o ...4 , Ila
bnrplh.nOA..r air"30011E
/� NIryb.131$
i�241NA4E �wzp5
FIvD¢o�oGion� Sci� Cyr�uP
SOILS NYD2c:t.CG-�L CAR awp
Ca�Z c
�4V OI=�' CU 2w` 144 M13CII$
UcPE � F•11ZI-T 3\I QE�„� Eti PA3JS1::�1 Assu nncD -DBuusEf7 :
1„AND Us CGNVrnJrJ SO Ius
0,8 .. ..•. _B
74 a3;
UJooDs N roeo _ 91 5.71 518,7
MF"ItJ UD6D i3to. 39 ! 3 5.40
Mrevew...
I. I49, �
wbi4i4M.Gu VAuaE 13�7 �49 �uSAE sc•
Des14�. �tomr. .l.o`.v re ,24t+v�¢ �Ivve.� c . •:I_iucw� i_L...
"U1�VT v1+�.CU�T103J5 • O�
AS.eva4a U7a-2caNap Swat. =-. G IE,
GJWPE✓Pt 164 COac . FAaTO RAF 1.07. ,
P{�SbIhe rt?u78om ' 504psa "0" = 53'5c z :. tube K Fww84 c lo4Lo uI
l'u u a s &S cps K I.o'1 = (o7.4 r,Ps .. . -..'. . .
GUWEMT Y�sIGF1
&_ (,ScPs
Assume lN�e! C wiac. ' rrzy3(e G.MP HD= 0.44 Fl=r1a NIGH
-tuv 42" cme HD� 4.13' , nc ,, a ABLZ

Project: Na alley, williams, carmen, & king j
I Subject: IG I of kan E napOlis, IM.
E MGIM [Es \ 6ECNITEC Tf
Date: Rep. M 1..n r'....... P...Iw Ito
MA Isls
v
42` CMP , bt = . 0231 SwPE 0,021 SFr kvs-, (s cuatauta. Sc Pad
&FJt.u= 82.5k3 > 69.J 0K
�IET F�RGTcGiION.
6 - (05C S 42bc AP
N (tWN4 •pr-_Ptx or Ftcw
• Vet.o rTv = 9.49 FT/SEC.
NawYxuc pAcn+w — �ONc 3 Uss 13dso `�aE �= 28 w= 15t
N,iuTlcKUEsS = LS C13� = .19.5e use 20"
�7EDIM-c�sTO'� �^��'✓ Fc�Z ��Dar_v Pr � .
TJ�uune+D AeeA= I�.S cara.+�-S
•DRAWDGF fj,eEt� = 14, / &.A?ZS '
5E7tME4v Vot.= .13.Sx 1500,= Z4.300c1= _
�J.EDwsKir PIT Vim 4'PEF9.t 70'.'W.1vFN` Q' t;ou Cq = 25,2Q�,GF� .2,4,306' _.
'A'IN1MtAM.rjtA2FDGE
Aciase G = E37- I . J ( t,$) <7C1-.�7 , 41t7 ,32,12�0sr,
_Roce_ mst!�_ WE1lc.._i e-N.�,n+ = I4N s = roISzct
1,sSmu. Q.ocdc. 7nm �Gsir.1': 180t!Wlct✓ x._16 ,I,--ot4c4 wrtrt 41o1:=Px,'jO'w,M' r9o'
t 1 f
tAw45EDIrnr�,tr"�rAP - U2i(L 1-eArn�a+:=39 . I - !: _.1...
i
5zm'w,eur !^Jtoaoye FoE>.�rn �w5iw. icl-ION ! -t
� 1
�J�Dtn,EUT. 'Prr IZ IJDER'N GJivry OF 42i1GMP . . �.
.I UtADL9 Az�A!.= 220K.. I435CcOa 0.4.Inc.. "Dtmtuecsi. b P-_l._631.c
M,uua e Ynta = I(7.5)(2.337 - 37i8sF

Project: No: alk:y, Williams, carmen, & king
I� of kannapolis, inc, r
$UCjECI: ENGINEERS E , RCHITECTS
oale: ReR M,...,,r:....... r...e.. liu 1
br.r44...n1.c...fm MR m4,931 lsls
I'Z .. `7�.l illv=ui YII >V'41pt:< - ..:.+�JC :.- 1 ']'9w✓ v25�LJ Ir>&N 'jp'IAAICj T2nP
' w/ IV lNen: LEu4T4
Szyn, 1=J 7rr"p 13
TT�.luc�.�+r� ' 1"u7E11rD�135GE7 — .42
Q2=G1Ae . L-LCn. e7CG7 2.SeFg
MIQ Sul_=. cr iS•t�a = ICz.5�C233� 124cs
OU 47P
11 use 5zD PIT 3o'4W Ioc 4Z 'LDv4 . L)ru 'i'DeEP r. 15' XFC L.C.Iu T2nP
c_ !� Lo�li't Li JgTHF SI
brca- 150E 8p/4352c o.25ac 504cP
I�il nl NIJ 4E /y 1.._r�
Q,=_ G IA ^�. . Co.CG.87��•27=. �1. 14crs
MIu SU12�GG 'I.�ri2A = IC'I• Ib� (Z•'337 E� 5(ilc 51= -
I
" Id - S�n_ Prf 20'wlou X3UIL.o.JC� Li s05ePx ISv15 'fQgP Q, U IEU C(i}/ 'g
171u�ns1�.� l7ifuw Vc'c.arr6k 3'. I sins SLt,' r Gnnss lauW
CIEDIMEur PITS' 15 -
' )FIJUV�FV 41`tc'ri 500ox 01435W G. 55AwL;:s
D nIM kar� _ • 5S :UIlFs
¢= .GIA Co (.G.i$XrSS�.? 2.34GFs
i
N la �ua�+cr 1y n I 7. Z4) (-ZJ5 : I, I I U s
. 0047
4 15 U5p 45oT , Ii-1J7 PiT 50' LJ,or r 4o'L.oQ L•' 3'•DeePx 151 w ioex Zs' Louc, Tanv

Project: . No: alley, w.illiams, carmen, 6t king
Iq, of kannapol'n, inc.
SUbI2C11 f M elMff M Sa a eCMI TIC TS I
Dale: Rep F...A•• nyLL
3•nus•L,,nw�A••r•1:—LOy NIgy.1313
�2D14o�E l�1ZEa
ooT2 f2wrr za aA,D oar,i.iY Q¢o'C'cnD,s b�s�,�A��; ,�S LF,v loNs�v 5�2,., Irr
JeTiI F4iNTn1 vJ �er.n. ex. !�:•= "44rti„ �—r,3S'i7LJGrc.l
�NUDC-D Awn = 34ox bo - c.'7 z,c,,c es = IZGG c1=
j/zzokmGr_ &ZE4 0-9 AWES
�_ cIA = rriCG.e�Co•9� 3 .�,� CF5 ,
NVN 5AaMZ- "E IC-iGf(Z.33)f 1,92.OSF
.Ooa�
sP Ica U3c SFD eg,_40,w�vcx .56t_OuG •wl Slfh=_@GK ZOr u11.F,x 25r1w4549
_ _ _; ...
!� 1
�SCa1N74i r�l�m�..�. a �f.121f-S i .. r
� ' G 1 A = rjCo CG•B�C .� ' 3;ZLcFs ._. ..
USE - Sa„v=__�S.t.2e rs.?j? ".L(o _...-._ . __ _...:.... .. . t...
_
;
i
1

Project. No: alley, willinms, carmen, & king
9 of kannapolis, inc.
$obleCC EN e1M[[ES & aR[NI iEC T 1
Dale: Fly. ]eS..�d w......• n..1.. 1[Y
IsMr.lh..YE n..lin Slpi NrryL.1313
P9DITIo+15 70 G�+Gy'2J5 .,?,V A122Y REI.00A��.1 0� 8:'=EM ��UTNc �uDIA 55i:�T
G..c:J.:a. i. vi711, 1,t:.J +2-✓. Dr Ar In kA it 1�" r ' "-RCN IL '
._ I V N4" a 1 O � ' 1'- _ 20 nun Ww� 1=u1.1-u'6.J
NTi"7J:-0� 'f9' jPnOh�( Na�C�;i FDIC P,�?uV .j u.r1. 1 =,:�.1 ye µ:.. L0M.S -12C5•n 10-ve�lt
/3uc120 Y uOl IT C' EOt Siic960
'ryQICnL $CILM !C-6T JAI
�— 4v V!,
z a
Tw of= aara.,
Ta Z.l
i
\ 'D Ivraslw Varm A^ SU:PC VgAl n1
i_
2evlvra-+} To__DRAW?4F_ AZct� 7 CtJ. ''70 .
_CNC`%K 04TS1(7 _DIpE�-Slpa DITCH A�yigG BhSG or- -rr�Q.A4 nY ScaToo .
0¢�luMaP�n2a 4 do ems.
WVF'+pLoo lGb� :�l�- G2oLLPS i
mrlp 740
LA�p�u3u2G. . loun� Sd.. . . G
R1+NO�F Cuave �0
SSXM GDoo GI �� Bscn Glaa�s'Es�rle LPS>` Cl�= Cc•,_
Onmw ILE GOoD (cl
'zveoa , 24 uu,c '(yvr:. 1L = 3.5
QuLLOF'r LA4CU�ssiloJ3 ''

Project: No: alley, Williams, carmen, & king
of kannapolis, im.
Subject' ENGINEERS • . RCNi ) Ecra I
Dale: Rep. !-. ou
w)poe] ]E.ry)E.i515 ]
1�717a IN;n=� jl?t�- $.4 botES
��-o,Y/i�nrn �_Gd4'r5a-u,N i-•.ors�): = 1 . O!
I�=nK 1=wti = Sit - 2z x I; C71 = 23. (- cF�
Gj zw 0. 5K 1.0"1 = l .7 c,Is '
DF ! Ri U FlL's: IS'to L 3. (r
.:!•In>v nl�� 'SLOPE 01-7 FT/r
TIFLy (jllenss l.Itiao cw2 RH,lC tit = . 03
In hp C=111 OM to OM = V &wV G'J Si ve Sl.Uif$
S7EPiT1 RE(➢.0 IrLED To cn[uty Z3.(c LCS 0.9(o VEt:r)>Y = S.oZ FPS lyN .
I .
T,Zy 1ZP-a�n U �p 9,°ds, sTou w � , 038
I
II /��C.R�VN��W
A0D bpe64C I�, Fo)L;F[ FBDmtP :f eZ Vb1�T1I ' Z ..
I I
-C; . IwrzM We IF .Ot ] � + •'
9..cg0 Td = 3,8_O.wx %!:N-Mi
I
Plye UwvM 'BEzm
T)ZAluoaa Jsrh'A= 2.3 Ac ZF
V: sluze , 0-74 6"ms Grow I
1 .21
_- G.BIy�Nm.2
a-- CIA = .53CG•87C 8,29 C SS 5•3ces

Project:, ao: alley, Williams, carmen, & king
21 of kannopolis, inc.
SYDIeCI: ENGINEERS E ARCHITECTS
am...a. Iu ..�.. .. E.. I:u '
Date: Rep. R....r•f.....nR.ud:.. amx id.measis
EXIr�w:i ' _ PE 12.S�o
TizY 15 c4v.P w =o.oz1
af:u1 - 22.9sa-s > 5.29
A55c+Me T,.u.G) LO.JflLbl N P = 2.15 OK
tuner P¢c=�na.t
6>-' S.z?cvs 'i�vn+ FwY:= G•lo2' VcE.��rrw = 11 .9(r FP5
Zcwa 2 Usc &"EIS S o la
5evll�cNr Lo.rm«. FDz3�:N. ��+;?Izuaro�l
�Dlms•.ir Qrr � ILA
SzD I�f ' A ' t�'EP�. 25'wI� x301R�.y - 3ax�c�> 26o8r�
KAIN _IRe�Y£' �A= _�C9.23� �2,33� ,= .4 08(o SF r,Jgla.Lr_Etesrt+ • 9•z ZLI�s 5. d t
004-7
UScSEO P� !s0_w�oEx 70: 1.oU4=1,�1'CH QIP� r23 l.Ei.ac.�c 30wto6 52D.1�'AP
I j
G,. 53
' I
I
s,5 os r4a� is�f o.7a'
(0 cs'5Fps
d
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P,ujece . No, alley, williams, Carmen, & king
z2 of kannapolis, im. I
Subject: • ARCHITECTS
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LSubjMeCt;
.� ._ Na alley, williams, mrmen, & king
z3 of Mannapolis, inc.
ENEIEEEKS L ARCHITECTS Rep.
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Project , No: alley, williams, carmen, & king
■Subject: z4 of kannapolis, im, �.'
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• PLODD RYDRR PAC%AGE (NBC-1) • , U.S. ARMY CORPS OF ENGINEERS
FEB
PEBPUAUARY 1951 • THE HTDROLUG IC ENGINEERING CENTER
• 9E%[SE419JUX.�S._—_—_.—_..._.__..._.-____. ____ _ __ _._____ ,_ SEONn NIAree
_.._ DAVIS,S, CALIFORNIA 99616
RUN DATE: 06/28/1989
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,.I THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECI (JAM 711. HECIGS, HECIDB, AND HECIKW.
0 lye THE DEFINITIONS OF VARIABLES -RTINP- AND -RTIOR- HAVE CHANGED FRESH THOSE USED WITH THE 19Y3-STYLE INPUT STRUCTURE.
ME DEFINITION OF -ANSNR- ON RN-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP St. THE VERSION RELEASED 31JUSS
CORSAf S MN ➢MIOMS nX BA RECOAD.9�.aMRA0D5_THEJII. RiMRn. RFP IANHARY 19Rf 111PIT
1 ?'i DESCRIPTION MR NEW DEFINITIONS. '
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NEC-1 INWT PAGE 1
LIMP. ID.. .....1..... ...3.... . ..J. .... ..9.......5. . ..:..5... ... .t.. .. ...8.......9......10
_ I _jHD__YU_ -IU1TC§1111.
2 ID CABARRUS QUARRY pIV1 — - !-------'
] ID IYR IOYR 100YR 39 BR 6TOR4
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._ • _ _
• FLOOD NYDRFEBRUA Y 1991E (IIEC-U • + U.S. ARMYHYDROLOGIC
CORPS IN ENGINEERS
( PENRUART 1981 • THE MTDROLW IG ENGINEERING CENTER
N5. _. _ •_ _ _. _ . _. DAVIS, CALIFORNIA 95616
Ill PUN DATE: 06/28/1089 ,
+
F,
C " VULCAN MATERIAL COMPANY
)• CARARWS QUARRY DAM _
2YM IOYR IOOYR 24 Ilk STORM
(.n.
5. 10. OUTPUT CONTROL VARIABLES
I PRX} 5 PRINT CONTROL
I + IPLOT 0 PLOT CONTROL
OSCAL
C�•. IT HYDROGRAFH TIM DATA
NMIN __S�ZyUSE6_]1LC0HPLTAT11llLiM.1'eRYAL_. _._.._________._
�• ,DATE 1 0 STARTING DATE
q�•; ITEM 00110 STARTING TIME
NDIN;q-QP_NTD9(!�AAPNQD1P1u6_____-_.__-..._...._-._- r
MDOATE 3 0 ENDING DATE
NMIME 0055 ENDING TIME
'v COMPUTATIONI - - O. HOURS
( ?�I TOOTALALNTERVAL TIME BASE 26.9292 HOURS
^ ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
LXDCPTX _FMCNEp,___ _ ...... .. .........___ __-.____
LENGTH,, ELEVATION PEES
C !i STORAGE
CUBIC PEES PER SECOND
STORAGE VOLUME ACRE-PEES
SURFACE AREA
ACRES
t I ' TCMPEM DEGREES DEGR8P5 PAHR[MHBIS
JP MULTI-PLAN OPTION
a-r XPLAx I NUMBER or n.ARR
ra RATIO OPTION
RATIOS OF PRECIPISATION
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PLONS IN WBIC PEST PER SECOND, AREA IN SQUARE MILES
TIME TO PEAR IN NWRS
_ ___ _ _ WATIO6 ArTHED _ .PRECgJTATION_- .. __. ... . _ . . - __-----_-_.._..
OPEAATIOI+ S TION AREA PLAN RATIO I RATIO 2 RAT0 I RATIO 4
0.10 0.15 0.17 0.21
.-..__.-HYbROORAPN AT...-_.-IITPI... _. _035__ ...1 WIN _ .. .11T[ 115R. 313 IVS.
TIME 1S.W 15.80 1S.83 15.03
.196. ..._1Tf_..._jil. _•_.__._.... ._.... _.__._._._ _. _
TIME 16.25 16.08 16.00 16.00
I PEAR STAGES IN PEST _ V.nO'� -
1 WAGTIME 616.25 616. 616.00 671 1
TIME _ lfi.l$ . 16,.g8 I6.00... .
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-SUMNARV OF DAM OVERttIPPING/11R6AN ANALYSIS FOR STATION ROUT hI
PWN 1 . ........... ... INITIAL VAWP. SPILLWAY CREST TOP,�ppFORK
ELEVATION 669.00 6694. .50 6F2.W
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WTRLOW O. R . 63 .
RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM WRATIOM TINE OF TIME OF {1
OF RESERVOIR DEPTH STORAGE__ d1TFLOW OYU TOP MAX MTFIAW PAIWRE •..I
.S.ELE OVER DAM AC=Pi L-F"S HOURS MWRS HOURS
•I 0.10 566.96 I D.00
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0.21 OI_1l 0.00 1L i.d

Project: NO: alley, williams, mrmen, 6 king
of kannapolis, mc.
SYbIICi[ ENCI ME !if A. Ca C"II EC li
Date: ROD. IR.wE +�n.m ...b,120
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use: !a c!So- RIp.7.RoP (,iaay. SPILA-W >Y

aA• n? �` /
ero
�•.,.;..•� ��' 1 ?tFi 9.�i� $� Yam, T'f
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
Sr Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 22, 1987
Mr. Russ Williams
Vulcan Materials Company
P. 0. Box 4195
Winston-Salem, N. C.
Subject: Water Level Monitoring Well
Site Selections
Vulcan Materials Quarry
Poplar Tent Road
Cabarrus County, N. C.
Dear Mr. Williams:
This letter is a follow-up to my visit of May 18, 1987 to the Vulcan
Materials Quarry located on the Poplar Tent Road in Cabarrus County. The
purpose of my visit was to select Bites for water level monitoring wells
at the quarry.
Two permanent monitoring well locations were selected at the quarry.
Site P1 is located on the east side of the quarry just outside the eastern
quarry limit. Site 12 is located to the north outside the ultimate northern
quarry limit. However, since it will be sometime before the quarry expands
northward to Site d2 consideration should be given to the installation of an
interim monitoring well located just north of the initial quarry area.
This monitoring well would be utilized until the quarry pit is expanded
northward to the well. The well would then need to be permanently abandoned.
I have attached a map which shows the recommended monitoring well locations.
The monitoring wells must be drilledwells (4" diameter recommended) cased
into consolidated rock. The borehole must be extended to the first water bearing
zone in the consolidated rock. The wells must be secured against unauthorized
entry with a lockable cap and labeled that the wells are for monitoring only.
-
Water level measurements must be made on the monitoring wells between the
loth and 20th day of each month.
Immediately after construction and prior to any mining at the site, the
wells should be sampled for the purpose of obtaining background groundwater
quality data. Sampling parameters should include at a minimum:
919 Nat,Msn Street PA. But 990.Ma Ak. N.C. N1154M 0 Tdegla 70taa3.lm

Mr. Rues Williams
May 22, 1987
Page Two
PH Total Dissolved Solids Total Coliform
Temperature Metals (Iron, Manganese, Lead) Sulfate
Specific Conductance Nitrate
TOC Chloride
VOA Total Hardness
Two abandoned water supply wells are reportedly located on the quarry property
at this time. I observed an abandoned two-inch drilled well on the southwest
corner of the property at an old store. You also reported that another
abandoned well was located at an old house to the North between the initial
quarry area and the ultimate northern quarry limit. We were unable to locate
this well due to the high vegetative cover in the area. Both wells should be
permanently abandoned prior to the start of mining at the site. The wells should
be abandoned in accordance with the following procedures as prescribed by
15 NCAC 2C .0113:
For Drilled Wells
1. The entire depth of the well shall be sounded before it is sealed
to ensure freedom from obstructions that may interfere with
sealing operation.
2. The well shall be thoroughly disinfected prior to sealing.
K 3. The well may be filled with cement, sand or gravel opposite
the :one of consolidated rock. The top of the sand or gravel
fill shall be at least five feet below the top of the
consolidated rock. The remainder of the well shall be filled
with cement grout only.
4. A well abandonment record must be submitted to this Department
within 30 days after completion of abandonment.
For Bored or Dug Wells
1. The well shall be thoroughly disinfected prior to sealing.
2. Bored or dug wells shall be completely filled with cement
grout or clean, dry clay compacted in place.
3. A well abandonment record must be submitted to this Department
within 30 days after completion of abandonment.
I have attached well abandonment forme for your use in the abandonment of
the unused water supply wells on the quarry property.
Also, the Groundwater Section of the Mooresville Regional Office would like
to install a continuous water level recorder on at least one of the monitoring
wells. The recorder(s) would be maintained by Groundwater Section personnel
and copies of all water level data obtained would be furnished to Vulcan
Materials.

• Mr. Ruse Williams
May 22, 1987
Page Two
Should you have questions regarding any of the subject matter in this
letter, please do not hesitate to call me at 704/663-1699.
S iii n cc`I"ee rr ee ly/y,I/{'
William tI. Crew
Hydrogeological Technician
Approved by:
Klingel
n Regional Hydrogeological Supervisor
cc: JMr. Jerry Cook5ON
Central Files
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EXPLANATION
• Permanent Drilled Monitoring Well
Q Interim Drilled Monitoring Well

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F PH PDACH 2. EXIT 3.22 �
{ II I 5' X 5' ANTI -SEEP COLLAR WITH
WATER TIGHT SEAL AT CONNECTION _
PROFILE ALONG CENTERLINE OF EMERGENCY SPILLWAY
40' CNP RISER —J \
r �
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/ I
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/ I \
/ I \
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/ I
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659.3 \
I \ � 658.7
, I
,
1 .5• i I
36 CMP CONDUIT WITH WATER TIGHT
CONCRETE RISER ANCHOR: SEALS AT EACH JOINT
I 1 .5' X 7 .5' X 7 .5' 1 1
+ 7.5'
1 1
PLASTIC FILTER CLOTH
FOUNDATION PREPARATION: RIP aPROTECTION:
REMOVE ALL TREES. STUMPS, BRUSH, BOULDERS, SOD, AND DEBRIS
D50 = 12' APRON THICKNESS = 24•
REMOVE ALL STONES, GRAVEL, AND SAND FROM EXISTING STREAM CUTOFF TRENCH:
CHANNEL . APRON LENGTH = TO INLET OF TWIN
DEPTH - TO SUITABLE FOUNDATION , MINIMUM 4 ' 96' CULVERTS THRU BERM
I-+- 10, '`'� WIDTH - 10'
LENGTH - ENTIRE EMBANKMENT
VULCAN MATERIALS COMPANY
CABARRUS QUARRY
CROSS SECTION OF DAM AT CENTER LINE OF CONDUIT
alley, Williams, carmen, & king
of kannapolis, inc.
ENGINEERS 9 ARCHITECTS
207 south main street P.O. aoX 1248
a� �¢y1(� kemepolls, n.c. 28082 704/938-1515
1['G�C9V� oFr�: cos � .
JUL11 fA MAKEUP WATER AND `. „89519
LATIp rnalTY nT 110M o..w., SEDIMENT CONTROL 3
c„.C.Fo s. DAM DETAILS
of 3

r
Uukan
Materials Company ���'v�Q
AUG 2� 1999
1a1Ir ^nallry SEcno�
August 23, 1989
Mr. Tom Carroll
Department of Natural Resources
P. 0. Box 27687
Raleigh, NC 27611
Dear Mr, Carroll :
Vulcan Materials Company currently leases the Harris tract of land
adjacent the existing Cabarrus Quarry. The attached map delineates
this area. I would request Vulcan's Cabarrus mining permit be
ammended to include this additional property.
As you know, Vulcan would like to construct the berm around the
existing Blythe Industries Asphalt Plant before the end of 1989. As
the attached map indicates, this request is only for permission to
build the subject berm. It does not involve other mine areas for
which a separate plan has been submitted to your office. Adequate
erosion and sediment control measures are in place or will be provided
as specified in previously submitted plans.
Your favorable response to this request will allow us to complete
construction and stabilize affected areas during the forthcoming fall
planting season as well as comply with local zoning requirements .
Your earliest attention to this matter will be most appreciated.
Should you have any questions, please do not hesitate to contact
me.
Very truly yours,
�� ��G�
Russ Willard
Manager Mining Services
/lnh
MIDEAST DIVISION!PA. BOX 4195•WINSION-SALEM,NOWH CAROUNA MirS 4195•TELEPHONE 9197ST4600

�,� �. / !� N I .82e oe
{p0 71
� E 7080.12
GJ72 1 ,ff 6ae.g ALTERNATE
!' PHASE �J `� T
//
s' - 4 /� �� �� / { BERM 'A`
� a
stock ile area /
P (20 acs.)
(61 . 79 acs.)
PHASE 6
20 1, - owner: Harris
630,
356. �e$see : V.M.C .
ice y
s� B! he �aI V69v,,,
(10 acs.)
h/`x
ri
I � 1
z50. 65
/ N 8867 33
i
ILI
sa
GG HHLI p J NM - MM !NN 00 pp00 pG 93 TT U I Y / �f / �1 W %X re p B C D �t EE FFF GGG HHH(I J J KKV LLL MMM , NG 41 , p 6 i
_ -.._._-l3 % -'�rrfl � (q�5 [Lf ' JUU vVV WW1Y txX Y;. >ZZ AAAA. Spas
LEGEND a canMaterials cmpany
HORIZONTAL DATUM ARBITRARY - BASED ON NORTH
flNTAL CONTROL POINT IMPROVED ROAD
* - VERTICAL DATUM - MEAN SEA LEVEL
CAL CONTROL POINT `-` DIRT ROAD -- - _- - --_
CONTOUR BUILDING © 171 NATIONAL GEODETIC DATUM OF 1929 Mideast Division
MEDIATE CONTOUR --� LOCATED OBJECT
SSION CONTOUR FENCE -. . --
ELEVATION ' 23IZ_5 POLE - zoo o _ zoo .M CABARRUS QUARRY
- . TREES --
SCALE r-s°°BRUSH CONTOUR INTERVAL S Site Plan(Miller, Brumley aquisition)
11-14�1l7
REV: 6.1—HS SHEET I Of 1

DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
January 26, 1989
'Yw, vtJ
MEMORANDUM TO: Tom Carroll
FROM: M. J. Namin e95
'CI
SUBJECT: Vulcan Materials Expansion p
Cabarrus County, N. C.
The following items are the deficiencies with the erosion
control plan:
1. Inadequate details were provided. The limits of disturbed
area and haul roads were not shown.
2. Inadequate measures have been proposed. The brush barriers
and silt fence are inadequate due to the drainage area and
sediment load.. Details for the construction of riser
basin and gravel basins are not provided.
3 . Sediment basins are not designed with the spillway.
4. Gravel filter basins are needed on east side of berms for
phase 4 .
5. Show design and detail of filter dam.
6. The top width of sediment basin must be increased to five
( 5) feet. The storage for sediment should be 1815 X
disturbed area instead of 3 month' s volume capacity.
7. Minimum height between the water surface elevation in
spillway and top of the dam should be one foot.
Note: The copy of last deficiencies was sent to you.

I
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
August 3, 1988
MEMORANDUM TO: Tom Carroll
FROM: M. J. Namin
SUBJECT: Vulcan Materials Expansion
Cabarrus County, N. C.
The following items are the deficiencies with the erosion control
plan:
1. Inadequate details were provided. The limits of disturbed area a;
were not shown. The existing berth and its treatment are not shown
on the plan. The existing basins are not shown. The work in the
area adjacent to the creek on the east side is not shown.
2. Inadequate measures have been proposed. The brush barriers and
silt fence are inadequate due to the drainage area and sediment
load. Diversion ditches and sediment basins are needed. Permanent
ditches are needed for the northeast and southeast berms. Slope
drains were not provided for the berms. Basin outlets must be sized
for the design flow. The proposal uses an even dam with• a small
top. The top width must be increased to 5 feet. The storage for
sediment should be 1815 X disturbed area instead of 3 months volume
capacity.
r

Uu1can
Materials Company
November 30, 1988
Mr.. Thomas E. Carroll
North Carolina Department of EC� U �
Natural Resources and
Community Development �g88
DECDivision of Land Resources
512 North Salisbury Street r4l�1�.l1Y SECTION
Raleigh, NC 276111 LAI P
Subject: Revisions To Cabarrus and Morganton
Site Plan Maps
Dear Mr. Carroll :
Enclosed please find the revised site plan maps for Cabarrus and
Morganton Quarries. Also attached are the calculations that
correspond to the revisions.
Should you have any comments and/or questions, please contact
either Russ Willard or me at 919-767-4600.
Sincerely,
Rft,a, C- Stwa,k
Ronald C. Stewart
Mine Planning Department
/lnh
MIDEAST DIVISION 1 P.O.BOX 4195 9 WINSTON-SALEM,NORTH CAROLINA Z7115.4195•TELEPHONE [phone].

DEPARTMENT OF NATURAL RESOURCSES 6 COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet
Date / —Zo 59
//
County (.Q.(pU.4
11/� / Call
received ✓ Call placed_
1. Project: ✓ � IyANa'urhi 4iGt6tw�l. xY�I.GY�
2. Conversation with: /{'( • �,{ /(��«uc. — �S
3. Content of conversation:
Yw
Q —
- Z-W,4,
�a
-�
7 -
Filled by: / `//

VULCAN MATERIALS COMPANY
CABARRUS QUARRY
PERIMETER BERM ADDITIONS
SEDIMENT AND EROSION CONTROL REVISIONS
NOVEMBER 15, 1988
1. Install rip rap lined channel along outside edge of of berm for phase 2 & 3 :
a. Runoff to channel: (Rational Method, Q=CIA)
Condition C A C X A
Berm 0.5 2,6 1.3
Woods 0.3 5.5 1.7
8.1 3.0
Weighted C value = 3.0 / 8.1 = 0.4
p4j I = 7.1"/hr (10 yr 24 hr storm,Duration < 5 min. , Charlotte, NC chart)
A = 8. 1 acres
Q10 = (0.4) (7.1) (8,1) = 23.0 cfs
b. Channel size and lining:
Try a trapezoidal channel with a 3' bottom width and 2:1 side
slopes. Let depth of channel be 1' or depth of flow plus 0.5' 4eee
whichever is greater.
Channel slope = 3%
Rip rap lined channel specified, try D50 of stone = 6" (n=0.0352):
By trial And error using Mannings equation:
Try depth of flow = 1.01 :
Qch = (1.486/0.0352) (0.67)0.666 (0,03)0'5 (5.0) = 28.0 cfs
Qch (28.0 cfs) = Q10 (21.0 cfs) , OK
Haximum depth of flow (d max) for rip rap = 5 Dso / 62.4 So
dmax = 5 (0.5) / 62.4 (0.03) = 1.31 , dmax > dflow' OK
Therefore, the channel shall be a trapezoidal channel with the
following specifications:
Dimensions: 3' bottom width, 2: 1 side slopes, 1,5' depth,
Liming: rip rap, DS0 = 611 , lining thickness = 9" .
Page 1

2. Install rip rap lined channel dlong' insi.de edge of of berm for phase 2 & 3 :
a. Runoff to channel: (Rational Method, Q=CIA)
Condition C A C X A
Berm 0.5 2.5 1.3
Woods 0.3 1.5 0.5
4.0 1.8
Weighted C value = 1.8 / 4.0 = 0.5
I = 7. 111/hr (10 yr 24 hr storm,Duration < 5 min. , Charlotte, NC chart)
A = 4.0 acres.
Q10 = (0.5) (7.1) (4.0) = 14.0 cfs
b. Channel size and lining:
Try a trapezoidal-channel with a 3' bottom width and 2:1 side
slopes. Let depth of channel be. l' or depth of flow plus 0.5'
whichever is greater.
Channel slope 3%
Rip rap lined channel specified, try D50 of stone = 6" (n=0.0352) :
By trial and error using Mannings equation:
Try depth of flow = 0.751 :
Qch = (1.48610.0352) (0.53)0.666 (0.03)0.5 (3.38) = 28.0 cfs
Qch (16.0 cfs) = Q10 (14.0 cfs) , OK
Maximum depth of flow (d max) for rip rap = 5 D50 / 62.4 So
dmax 5 (0.5) / 62.4 (0.03).. = 1.31 , dmax > dflow' OK
Therefore, the channel shall be a trapezoidal channel with the
following specifications: (Let depth be same as previous channel)
Dimensions: 3' bottom width, 2:1 side slopes, 1.5' depth.
Lining: rip rap, D50 = 611, lining thickness = 911 .
3 . 'Install rock filter basins at intervals along rip rap lined channels:
A typical rock filter basin was designed for use along berms in the last
plan submittal. As demonstrated in the last plan submittal, one (1) typical
rock filter basin is required for every 1151 linear feet of berm.
Therefore, install a typical rock filter basin as shown in last plan submittal
at the end of all rip rap lined channels and at intervals of 1151' or less along
each channel.
Page 2

FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985
• U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616
tot*
THIS HEC-1 VERSION CONTAINS ALL OPTIONS EXCEPT ECONOMICS, AND THE NUMBER OF PLANS ARE REDUCED TO 3
1 HEC-1 INPUT PAGE 1
LINE ID.......I.......2.......3,,.....4..,,...5.......6.......7.......8.......5......10
1
1 ID VULCAN MATERIALS COMPANY
2 ID CABARRUS QUARRY DAM
3 ID 2YR 10YR 25YR 100YR 24HR STORMS
tot FREE tot
4 IT 5 0 0 300
5 IO 5
6 JR PREC .1 .15 .17 .21
7 RK INFL RUNOFF TO DAM
8 BA .35
9 PM 35.2 1 0 NO 85 93 100
10 LS 0 72
11 UD .34
12 KK ROUT ROUTE THRU DAN
13 RS 1 ELEV 667
14 $A 0 D6 .90 2.50 4.25
15 SE 659 660 665 670 675
16 SQ 0 14 39 64 83 139 225 337 475 636
17 SE 667 567.5 668 668.5 669.5 670 67D.5 671 671.5 672
18 SS 669.5
19 ST 672 240 2.8 1.5
20 ZZ
1 trot
FLOOD HYDROGRAPH PACKAGE HEC-1 (IBH IT 512K VERSION) -FEB 1,1985
U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616
toot
VULCAN MATERIALS COMPANY
CABARRUS QUARRY DAN
2YR 10YR 25YR 100YR 24HR STORKS
5 I0 OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
RHIN 5 MINUTES IN COMPUTATION INTERVAL
ID0E 1 0 STARTING DATE
ITIME 0000 STARTING TIRE

4 . Construct a dam approximately 70 feet upstream of the 96" cmp culverts for
backup sediment control and plant makeup water:
l
a. The proposed dam shall be a homogenous earth fill structure 1 feet in
height after settlement.
b. The primary spillway system shall consist of a 36"cmp conduit with one
!� 5' X 5'emp antiseep- collar and a 48" cap risetrThe-primary spillway is
N f designed to pass runoff generated from th 2 yeae 24 hour storm event.
Eby
C. The emergency spillway shall be a trapezoidal weir in natural ground located
on the northern. side of the dam. The control section will be 48' wide, 10'
long, 2.5' in depth and have side slopes no steeper than 3:1. The emergency
spillway is designed to pass runoff generated from the 100 year 24 hour
storm event.
d. Runoff determinations and routing through the structure will be accomplished
utilizing the Army Corps of Engineers NEC-1 Flood Hydrograph Package.
e. The following data was used to provide input to the HEC-1 computer program:
1. Runoff data:
Drainage area = 221.5 acres ( .35 sq miles)
Runoff curve number = 72
Average watershed slope = 10%
Hydraulic length = 3400 feet '
Lag time by the SCS curve number method = .34 hours
2. Rainfall data:
Precipitation Amount Ratio of PHP
2 year 24 hour 3.5" 0. 10
10 year 24 hour 5. 1" 0. 15
25 year 24 hour 6. 0" 0.17
• 100 year 24 hour 7. 2" 0. 21
24 hour PHP 35.2" 1.00
3. Stage-Area:
Elevation Area (acres)
659 0.00
660 0,06
665 0.90
670 2.50
G75 4 .25

4. Stage-Discharge:
Elevation Discharge (cfs)
667.0 (Primary spillway crest) 0
667.5 14
668.0 39
668.5 64
669.5 (Emergency spillway crest) 83
670.0 139
670.5 225
671.0 337
671.5 475
672.0 (Top of dam) 636
f. A summary of the HEC-1 results are provided below and a copy of the printout
is included with this report. Results indicate the primary spillway system
will pass runoff generated from the 2 year 24 hour storm event without
function of the emergency spillway and that the spillway systems will pass
the runoff generated from the 100 year 24 hour storm without overtopping
the dam.
Precipitation Maximum Elevation Maximum Outflow (cfs).
2 year 24 hour 669.45 82
100 year 24 hour 671,55 492
Note: Emergency spillway crest is at elevation 669. 5 and ton of dam is at
elevation 672.0.
g. Attached are construction details, summary of equations used in design and
HEC-1 printout.
Page 4

EQUATIONS USED IN DAM DESIGN AND ADDITIONAL CALCULATIONS
1. Runoff:
Lag = L0.8 (5+I)0.7 / 1900 M 0.5, S = (1000 / CN) - 10
2. Primary spillway:
weir = C L H1.5, C = 3.1, L = 3 .14 (D)
Qorfice = C A (2 g H)0.5, C = 0.52
Qpipe = A (2 .g H / 1+Kt+Ke+Kb+Kf)0.5
Kt = 0.3 , Ke = 0.5, Kb = 0.5, Kf = (Kp) (L)
Kp = 5087 n2 / d1.33, n = 0.021
3. Emergency spillway:
4 = C1 L H1.5 + C2 Z H2.5, C1 = 2.5, C2 = 1.9
4. Riser anchor (concrete) :
Uplift = (62.4) [(3.14) (2)2 (7.7) = 6038 lbs
Dead weight = (1.5' X 7.5' X 7.5' ) ( 150 - 62.4) = •7391
Factor of safety = 739.1 / 6038 = 1.22, OK
Page 5

NDTIME 0055 RNDING TIME
COMPUTATION INTERVAL .08 HOURS
TOTAL TIME BASE 24.92 HOURS
ENGLISH UNITS
1P MULTI-PLAN OPTION
HPLAH 1 NUMBER OF PLANS
JR MULTI-RATIO OPTION
RATIOS OF PRECIPITATION
.10 .15
.17 .21
PEAR FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS
FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES
TIME TO PEAK IN HOURS
RATIOS APPLIED TO PRECIPITATION
)PERATION STATION AREA PLAN RATIO 1 RA710 2 RATIO 3 RATIO 4
.10 .15 .17 .21
iYDROGRAPH AT
INFL .35 1 FLOW 153. 321, 393, 539,
TIME 15.92 15.92 15.92 15.92
',OUT£D TO
ROUT .35 1 FLOW 82. 266. 339. 490.
TIME 16.33 16.08 16.08 16.00
et PEAK STAGES IN FEET tt
1 STAGE 669.45 670.69 671.01 671.55
TIME 16.33 16.08 16.08 16.00
SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION ROUT
PLAN 1 ............... INITIAL VALUE SPILLWAY CREST TOP OF DAM
ELEVATION 667.00 659.50 672.00
STORAGE 4. 9. 16,
OUTFLOW 0. 03. 636.
RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF
OF RESERVOIR DEPTH. STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE
PHF W.S.ELRV OVER DAM AC-FT CFS HOURS HOURS HOURS
.10 669..45 .00 9. 82. .00 16.33 .0D
.15 670.66 .00 12. 266. .00 16.08 .00
.17 671.01 .00' 13. 339. .00 16.OB DD
.21 671.55 .00. 14. 490, .00 16.00 .00
it NORMAL END OF HEC-1 ttt

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Lance 6 3 G
Ln u la>-d�' G 4ue5 AcwesX CN
wood's 70 /, S 10500

haao Goya � i -3,-7 �� z•�
5. 5
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Oct<amloe 510 a Size q«/ gPrbn+ /ey{/. usi<.f NY607 rt/t OF:
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r
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1
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R!P RAP CHANNEL DES16N
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n
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1beff . eve..l
c+vrt m 6e0r/ 7 y U• 8
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0'l0, 5- 6
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OCT'OSER, 1983
CABARRUS COUNTY, NORTH CAROLINA
Identification Legend for Mapping Units
FIELD PROPOSED MAPPING UNIT
SYMBOL PUBLICATION
SYMBOL _
15B AaB Altavista sandy loam, 2-6 percent. slopes
36B ApB Appling sandy loam, 2-8 -percent slopes
BQ Ar Armenia, loam
46B BaB Badin channery silt loam, 2-8 percent slopes
46D BaD Badin channery silt loam-8-1.5 percent slopes
46E BaF Badin channery silt loam-15-45 percent slopes
318 CCB Cecil sandy clay loam, 2-8- percent slopes, eroded
31D, 36D CcD Cecil sandy clay loam, 8-15 percent slopes, eroded
13B CeB Cecil-Urban land complex, 2-10- percent slopes
4 Ch Chewacia sandy loam, frequent flooded
20B COB Coronaca clay loam, 2-8 percent slopes, eroded
20D COD Coronaca clay loam, 8-15 percent slopes, eroded
154E CUB Cullen clay loam, 2-8 percent slopes, eroded
154D CuD Cullen clay loam, 8-15 percent slopes. eroded
50B EnB Enon sandy loam, 2--8 percent slopes
50D EnD Enon sandy loam,8-15 percent slopes
12B Eos Enon-Urban land complex, 2-10 percent slopes
42B GeB Georgeville silty clay .loam,2-8 percent slopes,eroded
68D Goc Goldaton very channery -ailt.loam,4-15 percent elopes
68E,68F GOF Goldston .very channery '•ailt loam,15-45 percent slopes
44B He6 Herndon silt loam, 2-8 percent• slopes
23B HwB Hiwaasee clay loam,2-8 percent slopes
23D HwD Hiwassee clay 1pam,8-15 percent slopes
4
. 51A IdA Iredell loam, 0-2 percent slopes
51B IdB Iredell loam,2-6 percent slopes
10B Kk Kirksey silt lciam, 1-6 percent slopes
54B,55B MeB Mecklenburg loam, 2-8 percent slopes
54D,55D MeD Mecklenburg loam,8-15 percent slopes
11B MrB Mecklenburg-Urban land complex, 2-10 percent slopes
25B Ms Misenheimer channery silt loam, 0-4 percent slopes
32E PaF Pacolet sandy loam, 15-35 percent Slopes
91,93 Pc Pacolet-Udorthents comples,12-25 percent slope,gully
63B POB Poindexter sandy clay loam-2-8 percent slopee,oroded
63D POD Poindexter sandy clay loam-8-15 percent slopes, ,-"
63E POF Poindexter sandy-.clay loam,15-45 percent slopes,"
59B SfB Sedgefield sandy. loam, 2-8 percent slopes
4BB TaB Tatum silt loam, '2-8 percent slopes
48B2 TaB2 Tatum silty clay loam,' . 2-S ,percent slopes, eroded
48D TaD Tatum silt loam,- 8-15 percent slopes
48D2 TaD2 Tatum silty .clay, loam, ,8-15 percent slopes, eroded
6 Ud Udorthents, loam-
Pt Uo Udorthents, loamy
18 Ur Urban land
57B VaB Vance sandy loam;• 2-8 percent slopes
57D VaD Vance sandy loam, 8-15;percent slopes
8 we Wehadkee loam, frequent: flooding

10, atom of Excavated Portion
of Sediment Storage Area
05 Washed Stone
Class 1 Rip Rap
PLAN VIEN
Top of Dam I'+— 2f
Freeboard
3
4' Sediment
storage
7I�—
�`-- 15' —�
CROSS SECTION
NITE: Rerove accurulated sedirwnt when basin is 1/2 full.
ROCK FILTER BASIN OEMIL

2 T 2
� 1
3'
Channel Slope = 0.043 ft./ft.
Plastic Filter Cloth Blar iet d5(F 9"
Rip Rap Thickness= 2V
RIP RM CFWdJEL DETAIL

low
JNOatural Channel
ttan Width
PIN! VIEW
1W
Twin 96" Of To Top Of Natural Channel
Natural Cho 1 Bpttan
M
(-edatior of Slone: Plastic Filter Cloth Blarket
Minimm to %ximm Range: V-19" CA( ` SECTICN
Range of 75% of Store: 13"-19"
Twin 96" CI'P
RIP RM APIM OIIIIEf PROTECTION
NJ SCW.E
N7TE: If receiving channel is not well defined then let end width of rip rap apron
equal IengUh of rip rap apron.

MINatural
-08nCW Charnel
ttun Width
PLAN VIEW
32
48 W To Top Of Natural Charrnel
Natural Channel jk=
30"
`6
Gradation: CROSS SECTION Plastic Filter Cloth Blanket
Mininm-to Maximm Range: 4"-19"
Range of 75% of Stone: 13"-19"
48" GDP
RIP RAP MRON CUTLET PROTECTION
NO SCALE
NOTE: If receiving channel is not Nell defined then let end width of rip rap apron
equal length of rip rap apron.

24" ChP
1' _ Natural Channel
� Bohan Width
j
PLAN VIEW
�— 16' —�
24" aP To Top Of Natural Channel
r
Natural Magi BoFttcrn
6 '
Gradation of Stone: CROSS SECTION Plastic Filter Cloth Blanket
Minimm to Maxin n Range: 411-6"
Range of 75% of Stone: 13".19"
24 DIP
RIP RAP N'RON CUTLET PRAECTION
W SCALE
NOTE: If receiving channel Is not well defined then let end width of rip rap apron
equal length of rip rap apron.

11 VP -�III�NNatural Channel
�Bottan Width
PLAN VIEW
�-- 241 -�
10 Ow - To Top OF Natural Charnel
Natural Channal BDttcm
n
1;
Gradation of Stone: CROSS SECTION Plastic rilter Cloth Blanket
Mininm to ftimm Range: 4"-12"
Range of 75% of Store: V-12"
36" CW
. . RIP RAP KIM OUTLET PROTECTION
N) SCALE
NOTE: If receiving channel is not well defined then let end width of rip rap apron
equal length of rip rap apron.

0
15" COP Catural Channel
c Bottom Width
S
PLAN V1EW
10'
15" COP To Top Of Natural Channel
ffam- mw-r
Natural Channel SnJIM
y,
`a
Gradation: CROSS SECTION
Plastic Filter Cloth Blanket
Minimm to ftimm Range: 2"-6"
Range of 75% of Stone: 4"-6"
15" CFP
RIP RAP MRON IXITLET PROIECTION
N) SCALE
NDTE: If receiving charmel is not well defined then let end width of rip rap apron
equal length of rip rap apron.

fr o
21" QR
Natural Charnel
Bottan Width
PLAN VIEW
21" UP To Top Of Natural Channel
Natural Channel
n
-6
Gradation of Stone: CROSS SECTION Plastic Filter Cloth Blanket
Minimm to Maxia m Range: V-15" —
Range of 75% of Stone: V-15"
21" CMP
RIP RPP MRON OUTLET PROTECTION
NO SCALE
NOTE: If receiving channel is not Hell defined then let end width of rip rap apron
equal length of rip rap apron.

DRIVE STEEL POSTTS 18" INTO GROUND ATTACH. WIRE FENCE TO POSTS AND
AND EXCAVATE A 0"X 6" TRENCH UPHILL , EXTEND THE BOTTOM OF THE FENCE 6"
- p�ONG THE LINE OF POSTS , WOOD POSTS INTO THE EXCAVATED TRENCH ,
44 IN DIAMETER MAY BE USED ,
MAX , 10'
BETWEEN
POSTS
s
STEP 3 , STEP .4 .
ATTACH THE FILTER FABRIC TO THE WIRE B—ACfcl'TLL THE TRENCH AND COMPACT
FENCE ANP EXTEND THE BOTTOM OF THE THE - SOIL FIRMLY TO ANCHOR THE
FABRIC 6 INTO THE TRENCH, BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE
FENCE AND CANNOT GO UNDER 1T,
It
5:: }
• W. •I
• SECTION o,. '' 71�.. •, . .
NOTE:, Bottom of filter fabric must be
EIGHT: - - placed in trench and secured by
MAX. STEEL POSTS either backfillino with soil
material and tamping or by placi
.3 WIRE FENCE *HOG WIRE" washed stone to a height of 6"
MjNeabove ground level .
2. FILTER FABRIC
BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED
'!!rff9 6" IN EXCAVATED TRENCH ,
'+° �-- STEEL POST DRIVEN 13„ INTO GROUND
II
° — SILT FENCE

TYPICAL BRUSH BARRIER/FILTER
CLOTH SEDIMENT TRAP
Toe of Fill
\
PLAN viEw Brush Barrier
Limits of
Clearing and Grubbing
Fill Slope
` Filter Cloth
Brush Barrier
Orig. Ground
5'-10' 10'-15' �
SECTION VIEW

Anq..�
�M «State of North Carolina �%0�v qlc�
Department of Environment, Health, and Natural Resources airy S9J
Division of Solid Waste Management 0104
P.O. Box 27687•Raleigh,North Carolina 27611-7687 Qy
James G. Martin, Gowmer William L Meyer
William W. Cobey, Jr., secretary Director
March e, 1991
Mr. Chris Scott
Vulcan Materials, Inc.
Cabarrus Quarry
P. 0. Box 3110
Concord, North Carolina 28025
RE: Recyclingof Used Concrete Materials
Dear Mr. Scott:
This letter will confirm our telephone conversations of March
11 1991, and. March 4 , 1991, regarding .proposed plans to recycle
used concrete materials. The material will be received from a
highway demolition project and processed to remove the steel
reinforcement bar. The recovered clean concretematerial is
expected to be used as a marketable product, and the steel recycled
through a scrap metal dealer.
Should the concrete product prove unmarketable, you may use
the concrete, if free of all metal , as fill for on-site screening
berms. Prior to beginning any filling operations, the locations of
proposed fill must be delineated and approved by both the solid
Waste Section and the Land Quality Section. Alternatives for
disposal of the clean concrete product include disposal in an
approved demolition landfill and/or disposal in an approved
sanitary landfill.
The reinforcement steel which is separated from the concrete
material must be recycled or properly disposed at an approved
sanitary landfill. No rebar is allowed in on-site fill nor can the
rebar be disposed at a demolition landfill.
If you have any questions or comments regarding this
correspondence, please contact this office at (919) 733-0692 .
Sincerely,
/yn.f Sherri C. Hoyt
Environmental Engineer
Solid Waste Section
cc: Julian Poscue
Richard Doby
Beth Studenburg, Land Quality Section
An FgLW OPw=HIY Affinw eAcNM Gnplayer

North Carolina Department of Natural Resources and Community Development
Division of Land Resources, Land Duality Section
MINE INSPECTION REPORT
/JI (PERMITTED MINE)
1. MINE NAME KABAeWc5 c,1JA4.fi:.y 2. MINING PERMIT#
3. OPERATOR 4. COUNTYGilllyedS
5. ADDRESS klr.a I
6. Person (a) contacted at site H PG
7. Was mine operating at time of Inspection ? ❑Yes' ❑ No 8. Pictures ? Yes ONo
S. Date last inspected:DZ I_LZ_/_gL 10.Any mining since last inspection ? ❑Yes ❑No
11. Is the mine in compliance with the Operating Conditions of the Permit ? [3Yes ❑ No
If no, explain: ,
12. Is the mine in compliance with the Reclamation Conditions of the Permit 7 Q Yes ❑ No
If no, explain:
13. Did any of the above deficiencies result in oflsite damage ? ❑Yes O No it yes, describe the type
and severity of the damage: - •�- .raJ i :x o ' -. N '
C'IS„1J..ty'_(� QC.itK1tTIJrI� ILAD �/��Pr�t Fin .1U N L.i�JGA SFi71Mf+..R' ro E T
t�IICq,IASr nb;l. W TiAY. .]_t"`-�
14. Corrective measures needed`and/or taken:(J]PP.till
r nJ
RU 4
.USA tJ l AS Cj1 sC O S
9J sFEWAdLPF
�L�)I RxuX
15. Other recommendations and comments: / 6 a on/
1r•�•� acutSk Jw.J C�f.l.1oL� .j vk�tz .Eli C.Tj u
16. Is the Annual Reclamation Report+/ - map accurate ? ❑ Yes No (Explain) Not Reviewed
17. Follow-up inspection needed ? O-Yes ❑ No Proposed date---4aj-l2L
18. No. of additional pages of Inspection Report_yam- - 19. Copy of Report sent to operator/_/_.
(date)
INSPECTED BY: ALAL.I,tdL DATE:�/ /0 5 /�1
Phone No: (a63' �� _
White copy to file VYelbw copy ro operaror / �fn8 copy ro Mining Specielist
oar- IME OG /NSP<L w, REV.YBB

V0ttAN -poPLA-R ?yivcr (5WARi'— CA-Z�4go<oS do�, A). C.
Scs f`M erme
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So =S, No
bz Zdb + fs : ziso{s
full
-
'
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o - -

i
i .

Zbl x S� x�TG ' = abL x 2`S x. a-z •
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oz m = cz•o = Mt
c�L : ao• xm� ,;•
-4os
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oz o
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a � low"
'�'�+ `oa �a�a�tw aa— �� �•e �.cval �rdad — c�w'aa� i

rrry,�ts�'///w�c,tQJ wS6•ona _�..mvfy.�..,anal �' �.�-} �P ^^^a"d2✓7 .� -. . .-
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i
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na
i
1fNK i0w0 N 1
1Y L V
SITE
W. D. E3kUMLEY ,1R.
85 1= Q8. I i I i
PG 222
-DCATION MAP
NO SCALE G0 Nt4E'
r
t Fla;
N=Y = 10935.140
E=X= 13006,94%
N 1
11,
iI AC. 61.793
lam; �ii, 3
�1 :jPI1C T hC s[ �
HARRIS TRACT M
M CHARLES .J. &
D.S. .96
P6 � ti W5. HAkRIS
RB.516
HV \
EGEND j
I
.I \ NOTE : ACTUAL PROPERTY LINE IS c-) CCF4CRETE \10NUMENT
�'—rENTERLINE OF ROAD.
(PROPERTY CORNIER'
C EXISTi,qr .RJN PIPE f
i
t
i
X=Y =91600911
1 x„0. . A'67 _� E-x = 12157.8531 j
IAMi'A RALEiGii MIAMI WINS1ON SAIEM .
CAN rtiI �=, I L I ^ l I — -. _ 4365 WEStGAIE CENIER DR SURE E--1. WINSiON-SAtEM
---- NORiN CAROLINA 27103 19171 760.3400
qq HA�rvI -CONCOPD TPACT roR air secKwrraasso rE . - ,
^'PiNSHI # 2 FCC UNTY . LA6ARRUS _ DATE . 9 8s �LRVEYEDBY re. FIElu BCK�K
STATE NORT> I CARD,INA SCALE- -z t=.zoo I i AWN Y. » s.
DRAWING NO.�
--- -- - -- bt4L F_— _-- ZONE TA/ YAP : 4(,90 PARCEL ' C. 'nECKFD & C'_;+SURE Ef to - 85565

KEY TO MAP
SW Year flood Bounder,
, .
IN Year Flood Bounden
Zatuar Destinations.Mttl+
Data lah4comfificallow,
677 a I21it'4
61r
ZONE A4 • � ZONE a IW yea Eloud-mund,ry
q1. 'j' sW.rur Flood Boundary ��Q
ZONE B ' Bay pore Elmlasn Lateis ------5J3-----
ZONE C wain Elevation ra Feet"
. • % Bet RIwJ ER,Ruc, in leer IELW71
fal Uniform Within Lino-••
• e ZONE B Flevation Reference Marl RM7y
" • River Mae A MI.6
ZONE B
'•Referenced to the National Ge to is Vertical Datum of 1929
ELEVATION REFERENCE MARKS
'EXPLANATION OF ZONE DESIGNATIONS
REFE NOW f EIEVAI ION _-6IJ
MARK ITT NGV pI DESCRIPTION Of LOCATION •
TUNE EXPLANATION
• RM226 on 72 Lell downstream side of North Catalina Highway ;J weit aridt, • • A - Arras Of I00YC4f Mond, have (loud eleaunns and
• over Loddle (reek rhyt ed doom on ton aI rancrne nMdrarL Ls� flout hazard 1•clors Mel otlermined.
Mbllshed ha Model, Gardner, and Assarria s Ins A0 Areas of 100.vear shallow Untra g when depths
• ZONE IB re between one (1) and three(D Ieat;,vnaxe Eepms
of Inundation are shown, an no flood n,garf wdror:
- re Jeltrmmed.
AN Areas of IWvear shallow flooding where deptna
Are and
cie.uwnna an how)n, but lml rliodld rnaeald ta.�rabrs
are demanded.
ZONE B ;;�+ At A20 Amas of IflOyear filled. new flood elevations and
Inled nanm I as Iola delOm red.
• A" Area, of IOOtrar flood 10 be prole led by flood
Protection system under s,nsnucEan: lase Onoo
elevations and (loud Karats factors not determined.
/, • — B Areas between limn of the 100 year flood and SW
' fear flood. air certain Areas subject to 106y ar tined
me with average depths less than one I1 I feet or where
_C�> the mmnnurmg dumeee a is less re a
than hi suture
m de: o areas prmr.trd hs l<V from the base non.
(MeJrum .had nt;j
/ C Areasuf moral flooding IN Kd gl
\ -z ZONE A4 r D Areas of undetermined. for Possible. flood maths
V Areas of lopve,f coastal n W With uaL I. (wave
anlon).base flood elewrnmand ❑oedhafard falters
• 1 / oldelermmed.
1 VI VW Areas of IW.year coastal wood with velmany (waft
on)i base flood elevations and flood hazard mars
determined
i y ZONE A8
fiA NOTES TO USER
• is / .t'- . ZONE Ell i [main areas nor in the spasm flread na.ard imas f roles A and V 1
i _ v be protected by (Flood eunrol Mruclun.
/ �\ • This
ant man a for areas owraoct purposes oils i1 drary
rmm•r err
1 4— f all pl show au a wblecl m toff ax n tut s units[o
� . 6/9 all plan'me !s reemres ou Kdt +tin el II and hero ,l arm.
For .dr unme man panels, sim ywr+lels mimed ode. To Map
. \ \ E _ Panels.
ZONE C \ \
\ INITIAI IDL`,(IF It qI IUK:
•. • \ I • • DECEMBER D. 1974
PROPO ED I IOWHAZARD BOUNDAR\ MAP R(VISIONS
• QQ A Y NOVEMBER 4, 1977
\ S E
1 • • I IJX)D NSLRANLI RATE MAP LI T EL I IVL.
• \\ - / MAY 5, 1961
I LWU INSIIRAN( F RATE MAP RI S ISION5,
y jfi
ZONE C
ZONE C iA..
i
Rase to the F LOW IN6URANl I RAT E MAP LF VIA TIVE date
/ . \ • ` shown On 'his
mnrs map Ell determine wren .doodah halo been
a in
Mm mre r + in me where
n m rt ere rrnro or den +ease beet sun
-
a rsned.
• / % To drrcrmine if flout isnarite s jyriable in Isis community.
• , \ / • , • somatt your insurance ageol.or ad the Narrnnal I lend Insurance
Progrdm
.n (8001 639 66N or 19001 414 8872
c
~ I APPROXIMA T SI ALY IF —
pOp lODp FEET
Al J11
NATIONAL FLOOD INSURANCE PROGRAM
I ( L
i
� V 'I
� ;r � � III �i �'�
I' FIRM
FLOOD INSURANCE RATE MAP
ZONE C
11
CABARRUS COUNTY,
NORTH CAROLINA
1 (UNINCORPORATED AREAS)
1P
�or PANEL90 OF 300
(SEE MAP INDE X FOR PANELS NOT PPINTFD)
\ sly We _
•
B I ii III. I
COMMUNITY PANEL NUMBER
\ 370036 0090 B
� rr
EFF MAYV5,O1981
tederel emergency management agency
federal insurance administration

ueweene11
-- -_
m 1818�O 59 0.1A5 .j �,• I \' ,re 59
18571602) 7 n1 J /
I e v
,9 1604' 1621 NOTE ' BENCH MARK LOCATED 0.7 MILES SOUTH EAST
1833 - 16Q3 2/-� 165 7 ',, ,3 ! ALONG SR 1394 IN CONCRETE POST., CONCRETE CONTROL MONUMENTS
I-34 A•p 1' \ 1862 u aA r30.20
186d �-� "m a NORTH CAROLINA GEODETIC SURVEY STANDARD CARTER B. FISHER
- 1 - LI .1 'A FAS 1619 1620 '11a4d " EIP
s FAS 2 .J '5 60 JAS 1.5 .s DISK STAMPED ° 7 JS 9 1960 746.113 " D.B. 301 PG. 98
1651 .? 2 fAS .B 1 I N0. N = E = x Elev. = i
2 ELEVATION = 746.089� ABOVE SEA LEVEL Y
lsm Isz9 y 10232748 041.9382 72 .97
0 551-
laa9 9 m
Shc 530
� \�� 1394 �'J tddz ? s u3o si 2 11904.5282 10166.0693 752.37'
168 JAS 1
®0
';p 1443 14d4'7 .m SITE R 3 13061,6771 10251,5164 743.76'
�� Co
35025' • 1524 .2 526 4 11 e 11 6
4 13489.9443 10844.0253 747.93'
'�1525 :i : d 4
t7 �ha;O ►69 5 13381.2363 11353.5120 734.97'
/ Pi sss 64
L'/ Ao � 6 J Idol X9 �9 6 12526.2559 11657. 3588 724.221
I Ibd9 \ 7524 ; ,� � .6 6 •�519 p 139d - I �5 GALLANT C. MILLER 7 11892. 1258 1942.7573 709.95'
tl Isis 1516 D.B. 337 PG. 9
I AA9 1394 Poplar Tent COORDINATES OF SOIL BORINGS C 8 11420.8712 11449.4241 689,02'
7 ' `. Ch.
_ . \ 'a ts61 ' 7 'JS 9
VT 1dd5 d 1571639 UP
7 JS 10 v � 9 11148.5043 12190. 7242 680-53'
A 1305 - NO. N=Y E=X O
to to
1518 LLQ a E-22 11675 .2710 10813 . 6357 qt3
• TT 68 FI 1438
i, y � o E-25 11334 . 1717 10773 . 7507 m
q
0 \�
' C-31 10804 . 4344 10512 . 5899
b 1665
�'• 116 JAS•A1 y,'� H-30 10845 . 2716 11058 . 0993 f
G
D 1 46 1-26 11243. 7176 11190 . 1201
� N
1520 A-32 10629 . 2602 11337 . 7871A
04�' RACE q L-15 12312 .0582 11574 . 6666
LAPp ,� uoo ,5 K-19 11944 . 2231 11433 . 6199 /
/O 'r Li TTLE R
SLOOP LODG ro 0-21 11688 . 1314 11829.9431 /
29 \� \130 0-25 11284 . 8357 11755. 9030
VICINITY MAP EIP O
(NOT TO SCALEI
L- 15
D. B. 571 PG. 34 W-0. BRUMLEY JR,
NORTH CAROLINA AREA = 123. 32 ACRES D.B. III PG. 222
WAKE COUNTY
I, W GRAHAM CAV7110A ,certify that this plat was drawn
under my supervision from (awn �actual surrey made under my supervision) (deed
description recorded in Book , that the ratio of K-19
p page , etc.) (other), q{'2 ,
precision as calculated by latitude and departures is !/ /2 00l) , that r _ 47 tP
Me boundaries not surveyed are shown as broken lines ' ' Ta
papagmemEmo�that this plat was prepared in accordance with - D
G. S. as amended. Witness my original signature, registration number and seal } LD-
Mis�gg day of C,("4 A.D., 1985 S. H. CALDWELL JR. I 'p �,
D. B. 510 PG. 217 E -22 0-21 O to NOTE I SOIL BORINGS ARE DESIGNATED
W BY EXPLORATION TEAM'S COORDINATES
ij (hoo
Surveyor ar
` N(D
SEAL g L -Z923 atv
28� ,¢'f Registration Number PI)Z
d SSIP'ft^/'p�,'„ 8
CAWf-0 R+
wsn+K"•� E 25
NORTH CAROLINA 1-26 0-25 /
COUNTY
EIP
1 , a Norary Public of the County and State aforesaid. certify that a p7'
:•< irv,, a registered land surveyor, personally appeared N 60
. 503.25
before me this day and acknowledged the execution of the foregoing instrument. CM \
Witness my hand and official stamp or seal, this -,2AU , day of -
19. v R
in \ CREEK
lutfC4
Nofary Public
C-31
My Commission expires � I�-yd -'3 /9 0ca
LEGEND
K-32
0 CHARLES J. HARRIS J 566e 1 O9 W. S. HARRIS JR. • CONCRETE MONUMENT
w / 3p2 D.B. 516 PG. 669 ( HORIZONTAL E VERTICAL CONTROL )
0 o CONCRETE MONUMENT
( PROPERTY CORNER )
o EXISTING IRON PIPE
•al • SOIL BORINGS
N = y - 10,000
E = A = 10,000�� POP
CM �4R
taro
r
I ROgO
VULCAN MATERIALS CO,
DIAZ•SECKINGER & ASSOCIATES, INC.
R CONCORD TRACT 001033 ENGINEERS SURVEYORS PLANNERS
I WADE AVENUE RALEION. NORTH CAROLINA 07605 e 191 RI B3R-OSB>
TOWNSHIP # 2 COUNTY CABARRUS DATE: 6- 27- 85 SURVEYED BY: RFS Fl£LD BOOK
' 100 o zoo STATE= NORTH CAROLINA i SCALE: I'= 200' DRAWN BY : JDB DRAWING NO.
SCALE ZONE TAX MAP 4690 PARCEL 4024 CHECKED $ CLOSURE BY : WGC

RECFI �VED
w<
- JAN 10 19%
LAND QUALITY SECTION
North Carolina Department of Cultural Resources w _ ,
James G. Martin, Governor Division of Archives and History
Patric Dorsey, Secretary William S. Price,Jr., Director
January 7, 1986
MEMORANDUM
TO: James D. Simons
Land Quality Section
Division of Land Resources, DDNlRRCC/D/
FROM: David Brook, Deputy Staten
Historic Preservation Offi er
SUBJECT: Application for Mining Permit
Vulcan Materials Co. , Caharrus Mine,
Cabarrus County, ER 86-7585
This project was reviewed by B. L. Oliver. Since the project is located
in a high probability area for the presence of archaeological resources,
we request that Mr.. Oliver be given an opportunity to examine the project
area to identify any archaeological resources present and make recommenda-
tions for further work, if any. Please contact Mr. Oliver to schedule
the site visit. We also ask that you inform the landowner of the pending
site visit.
In addition; we have conducted a search of our maps and files and have
located the following structures of historical or architectural importance
within the general area of the project:
First Julius Shakespeare Harris House, north side SR 1394, opposite
junction with SR 1445 . Ca. 1870 brick structure with Greek Revival .
and Italianate detailing, constructed by prominent citizen Julius S.
Shakespeare. The substantial house is currently unoccupied and
dilapidated. No determination of its eligibility for National
Register listing has been made.
Thank you for your cooperation and consideration. If you have questions
concerning the above comments, please contact Ms. Renee Gledhill-Earley,
Environmental Review Coordinator, at 919/733-4763.
DB:slw
109 East Jones Street • Raleigh, North Carolina 27611
[phone]

Vulcan Materlats Company
MiOFAHTON191pN/P.O.BO%4195•WIN$TON-EALEM,NOPTM CAFOLINA Y]vE-neS0TELEPNONE BtB TB]-SEW
December 5, 1985
Mr. Jerry Cook , P.E. R E
Regional Engineer
North Carolina Department of DEC 8
Natural Resources and 1,4F5
Community Development LAND ; "„!? �
Land Quality Section
919. North Main Street k100RESVILLE f; G!u': i;r
Mooresville , NC 28115-0950
Re: Cabarrus County
Vulcan Materials Company
Mining Permit
(Addendum To Application) f
Dear Mr. Cook:
Per our conversation concerning additional information
that you requested on the site plan for Cabarrus Quarry , I
submit the following:
I . Berm construction , material, start-up location ,
completion date, erosion control devices.
A. The perimeter berm will be constructed of
material excavated on site (red clay) and
berm construction is planned for spring of
1986 at the south eastern corner of the site
plan. Initial overburden removal will begin
with the 4.5 acre area as outlined On the
site plan with a completion of the berm
within 18 months.
B. Erosion control devices to be used for off
site sediment protection for berm
construction are referred on the site
plan, environmental notes #2.

,J
Page 2
C. A sediment pond will be constructed at the
eastern corner of the property . The peak
rate of discharge was calculated for a
drainage area covering two hundred acres .
The peak rate was derived from reference
data for use in estimating runoff found
in the "Guide for Sediment Control On
Construction Sites" , Appendix B, compiled
by the U. S. Department of Agriculture,
Soil Conservation Service, Revised
August 1979. The hydrologic classification
of soil was determined to be "Group C" .
The curve number calculated to be "85"
was derived by taking an average of
farmsteads (82) and road (dirt ) (87) .
The slope was calculated at an average
of 2.82% grade, thus classifing this
slope as moderate. The ten year one day
precipitation of 5 . 1 inches was taken
from Exhibit 2-3, sheet 3 of 6 . We
therefore determined the peak discharge
to be 470 C.F. S . by use of Exhibit 2-10 ,
sheet 13 of 21.
D. Concerning dam construction and compaction
of the proposed sediment pond, we will
implement the following practices:
1 . The embankment material shall consist
of red clay and will be taken from a
borrow area. All organic material will
be removed prior to embankment
construction .
2. Construction equipment shall be operated
over the area in a manner to achieve
satisfactory compaction.

f
Page 3
3. If necessary , portable tamping machines
will be used around corrugated metal
pipe for proper compaction .
4. Nominal moisture content of the soil
will be 15% minimum.
5. Compaction of the embankment area will
be 95%.
6 . A protective cover of vegetation as
indicated on the schedule will be
established after completion of
construction. '
7 . Pipe conduit shall be spaced at an
initial distance of 70 feet and tapering
to 20 feet spacing at the drain outlets.
II . Sediment basin cross section on site plan.
r
III . Volume of the settling ponds are 713 ,000 gallons
each .
IV. Sediment volume to top of pipe at sediment basin:
40,000 cubic yards or 8 ,000,000 gallons
V. Size of riser and spillway refer to dam section
detail on site plan .
VI . Detail of overburden waste area.
A. This area is an extension of the earthen
berm parallel to the eastern property
line. Said berm will be constructed
under the same specifications as all
the previously mentioned berms. Please
refer to typical berm section on site
plan .

Page 4
Please call if you have any questions. Thank you for
your cooperation.
Sincerely ,
Russ Hanes
Environmental Compliance
Coordinator
/lnh
cc : G. K. Mitchell, Jr.
J. E. Bailey
R. B. Willard
T. R. Knopf
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North Carolina Department of Natural
Resources &Community Development

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Vulcan materials Company
MIOEA WSION/^.O.W%41954 WiNSTON-5 MW NORTN C0.„OLNA21115-41950 TELEPH NEWQ MP4Uq .,
RECEIVED April 11, 1986
APR 14 19M
Ms. LA' oi:�,er ��r
finvl�tal T'h'ilg`1hiFTRg Technician
N. e. Department of Natural Resources
and Community Development
Mooresville Regional Office
919 North Main Street
P. 0. Box 950
Mooresville , NC 28115
Dear Ms. George :
Please find enclosed our revised site plan for the
proposed Vulcan Materials Company Cabarrus Quarry . These
revisions are in response to your letter of March 26 , 1986 .
Clarificatian of our revisions are as follows :
1. The original 24 inch CUP under the southwest
corner of the earthen berm has been enlarged
to 36 inch size to handle additional runoff
from a portion of the acreage just west of
Odell School Road. This acreage was determined
to be 16 acres, however; 20 acres was used for
calculation purposes . The d50 size of the
rip rap has been increased to 12 inches to
accomodate the exit velocity of this pipe
and also has been increased for the northern
24 inch CMP under this same berm. Please
note that all rip rap aprons and rip rap
channels shall have filter blanket material
installed underneath to prevent soil erosion
from the larger rip rap stones.
2 . Regarding the two 96 inch CMP's through the
eastern berm, the rip rap apron has been extended
to 80 feet in length and the width increased
to 88 feet . The d5o size of rip rap at the
exit from these pipes shall be 24 inches.
� D
`�p,NO QOAIITY SEO�ION

' 4
Page 2
3. The 30 inch conduit under the earthen dam
has been extended through the eastern berm
and shall outlet into the same rip rap apron
as the 96 inch CMP' s.
4. Compaction of material around all CMP' s
through the berms shall be to a density equal
to at least 95% of that obtained by compacting
a sample of material in accordance with the
present road specifications of the North
Carolina Department of Transportation. We
may elect to replace the two 96 inch CMP ' s
with one elliptical pipe of equal cross
sectional area as shown on the attached sheet .
If not , the twin 96 inch CMP' s shall be spaced
to allow room for equipment to compact the
interior material . Material between these
pipes shall be at least 95% compacted.
Exposed surface material between the pipes
shall be covered with filter blanket material
and rip rapped to prevent erosion from water
entering the pipes.
5 . Per our telephone conversation , ditches "A"
and "B" are designed as rip rap channels and
shall be lined with a filter blanket . Also,
the rip rap at the exit of the 36 inch CMP
under the entrance road to the pit area
has been increased to a d50 size of 12 inch
for a distance of 30 feet from the pipe exit
into the channel .
6 . Three temporary erosion control pits will be
in place before construction begins on the
earthen berm and the earthen dam on the east
side. These pits are shown on the site plan .
Cross sections and design calculations are
attached for your review.

Page 3
7 . n vee-shaped ditch shall be constructed along
the south eastern berm toe to route water
away from the berm. This ditch shall have the
same design as shown on the site plan detail .
8. Revised calculations of the watershed tributary
to the rip rap filter basin indicate 33 acres
of watershed. Expected 10 year flood runoff
from this area is 140 cfs. Consequently , the
spillway weir has been changed in .length to
27 feet to accomodate the expected increase in
water flow. This spillway width was based
upon a freeboard of 2 feet.
9 . A detail of the contact of the riser pipe to
the conduit for the earthen sediment basin has
been included on the site plan for your review.
A detail of the trash rack is also included.
Should you require any additional information or have
any questions regarding our latest revisions , please do not
hesitate to contact me . Thank you again for your assistance
and attention in this matter.
Very truly yyoo'uur/s ,,
R. B. Willard
Senior Mining Engineer
/lnh

Tor of [[+•I CARAT RIP-MAP o• "I� 4
sots o[ s•nu•T
l779.
1 ALoeo[TOR•c[ [oxE 03 WA[n[o L IRwI
CAT[1Mq[ fontRei•[[RfnWK•TTI
is'RR.s[owaT MATx V II�YInYW [[Y[ ISREAC0-
- c[[w ux+ +x[w tKs •[v[a ti u¢w[n SECTION THRU BASIN B FILTER NO SCALE
GRAVEL a RIP- RAP FILTER BASIN DETAIL
c•++T Its-+•• o•
.-..---. [SEES or Va[f4T
NOTES_
27 Drainage area 33 AC.
7 Rainfall (10 yr. storm) 5. 1 ins.
no- Runoff 140 C. f. S.
_u.
Pp
ii'' �•��' �' • Q= 140
l w__II Z= ._i•9 �R
•TORE
OR a` s4 _Heys 2, a3
SECTION THRV BERM 0 FILTER
NO SCALE
A. — II— BTe

� TOI 0/ a[11Y CARRY Air-RAP VRl I . I. 4
SOLI of srlwlf
r- - _ _ _ Ey' 31[yaTwy O/'Toay»511+_ _ _ _• _ _ _ _ _ _ =�j i =+[LaOa.o Wk.
FLOM IICRALL ZOAt PI wgMO L (NAE)
-
.il srnuax7 aromnn ZONE RCiaL w.LAPAEITYI I t
I.s W1.HMRERT OCr TN
II u m Yrr
O- If RIP-RAP 10'
CLEAN 11ASIM WKEA,TAISO LEVEL IlLREA Y O SECTION THRU BASIN B FILTER NO SCALE
TEMPORARY .- .GRAVEL EQ RIP- RAP FILTER BASIN DETAIL
EaANT Air-RAP YI .
.. 11"S O/ SPILLWAY
_NOTES_
1) Drainage area I AC.
Rainfall ( 10 yr. storm) 5.1 ins .
_ Runoff 3re a. f. s .
. d RYA.rAEEsoAAo nj'
-. II RP-AAA Q = G L (WS)
::r�'
».INEo L ° 6.10
.IONL
? — ✓ L� aml WS 2R83
�— 4f
SECTION TNRV BERM U FILTER
NO SCALE
�Zo�o»� rrgr�a¢ KU5
4 — n- 8Co

TOP o1 [LAY rwwwT Rif-RAP Yr ' I' 4
SUES or SMllr@
" T.
.r - — .. .
14CESG•+0 rn,
EAr .Ly[yAigyOt'i°LllryL(e� '^>
r T' n°YO [l°n•c[ [ONE 4I01 VASnEO L (14451
` _ T
3ila \ S'Sra.[nT'}1 STORAGE ton[Roi•uaww.wir) t
VM.E[0WL"T OLrin 11 •r all lR I
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cQr$s�jm
1111
e d Y1� °— -a
LEYEt Of LL°IuENI iL°-
e,
C%EAM Bu"w wnu THIS t[r[t 18 REACHED SECTION THRU BASIN B FILTER NO SCALE
TEMPORAV.-.. .GR.AVEL 01 RIP- RAP' FILTER BASIN DETAILOB08
CARRY IIV-IIU Or
SILLS 01 [r"WAT
NOTES
g� Drainage area 45 AC.
Rainfall (10 yr. storm) 5 .1 ins .
w Runoff , � g'(g C . f. S .
inn.tgELO•w0 n9 I
T--- _ Inv n•r
Q - C
"'= Y. n . . . _:.. ' •y'YIl µLS 2.83 ( N= a
SECTION THRU BERM a FILTER -
NO SCALE
�20�ooloD (�ALS4¢ 2.U5 S `T"
4- L1- b4

Top or lblY CARRV Air-Air Yr 41
f°L] of AnLLNAE .
...,r
LC' ,jL(yAiw]L Cr�EoalfN]ytR_ rRtu°tA] nw.
❑q -- ` _ — — �' IL000 frORALa I°nt .] wRfx[0 L (YAr)
- - - - - - -]1°
- _ _- 1- - - - - - - - A] _
Fill aaYrxr ITCRI4t ZONE RoiAL A.uw w.un)
�111 -tOe L fill= VIA oe •1 RV•R✓- I ,
YAONIIY LCYCL or ]c°INtNT COLUCtto-
CLEAR ueR RxtN tml LCVCL It AEACMID SECTION THRU BASIN B FILTER NO SCALE
TEMPORP.&`! ... ..GRAVEL O RIP-RAP' FILTER BASIN DETAIL °CG
CARRY RIr-RAP W - ..
Ix%] oI IIILLMAY
NOTES
Drainage area 20AC.
Rainfall (10 yr. storm) 5.1 ins .
its Runoff 90c. f.s .
I tome
Ali
-- 141
SECTION THRU BUM B FILTER -
NO SCALE
�Zo�o7L�.D L.43422VS SLt�.

Pipe-Arch Underpass
AT
AT
)RS
RR RO
1
Table 6 Table 1
MULTI-PLATE PIPE-ARCH MULTI-PLATE UNDERPASSES
me me* Ards as Ra to Dab•
0. A.-In. Se,A. Inches Inches SOa0 Rise Area I¢M1er
61 4-7 22 36.8 76.3 R:In. FL4a. R. Rn R. as
6-4 4.9 24 39.1 98.6 12d II.O 106 68 93 136
69 4.11 26 41.0. 83.5 1211 11.2 114 74 92 148
7-0 54 21 42.3 104.2 13.2 11-10 124 73 102 161
7-353 31 43.5 136.2 13-10 IN 133 77 106 168
73 5�5 33 465 Me 14.1 12-10 143 77 115 183
7-11 5.7 35 47.7 137.9 14.6 135 155 78 131 174
8-2 5-9 38 48.9 1829 a 14.10 14.0 165 79 136 193
V 511 40 51.9 141.0 15.6 14-4 177 83 139 201
II 8.10 6.1 43 53.0 178.7 15.8 1" 190 82 151 212
94 6J d6 56.2 166.fi 16.4 15.5 200 86 156 217
In 9.4 6.3 49 56.2 144.6 16.5 1" 208 88 159 271
99 65 52 57.3 271.5 16.9' iS3 215 89 168 246
199 69 55 58.3 127.7 173 17.0 234 90 174 214
18.4 1
10.3 5.11 58 64.9 153.2 a 611 244 99 I57 248
1011 7•1 61 65.9 180.4 19.6 17.7 271 107 I58 295
180 a 19.1 17.2 258 105 156 262
145 73 64 65.457.9d'
11.7 7.5 67 70.2 1$3.2 A204 179 1 281 1 114 155 316
II-10 37 71 71.1 216.4 TO neatest Whole number
12-4 7.9 74 74.7 186.5
12.6 FIl 78 75.5 216.8
12.8 8.1 81 76.9 257.4
12-10 8-4 85 77.3 314.7
133 94 98 80.1 192.6
136 96 102 $1.3 220.0
14 0 90 106 84.4 197.9
1L2 9.10 110 85.6 222.6
145 10.0 115 86.6 256.E
14-11 10-2 119 89.8 227.7
154 104 124 93.1 208.5
157 106 129 94.1 232.1
15-10 10.8 133 95.2 260.6
II 16.3 10-10 138 98.5 236.0
16.6 11-0 143 99.5 263.2
19 17-0 112 148 102.9 241.0
17.2 11.4 153 103.9 26618
17.5 114 158 1049 297.9
17.11 11.8 163 1082 270.E
ev 18.1 11.10 168 109.1 299.7 -
18.7 12.0 174 112.6 274.5
189 M2 179 113.5 302.3
1&3 12.4 185 117.0 278.6
19.6 12.6 190 117.9 305.1
198 12.8 196 118.9 336.5
19 11 12.10 2D2 119.7 374.3
2P5 I3-0 208 123.2 338.1
20.7 13.2 214 124.0 3715
mmanston' to toinside Ctots AM a.e waieet to m maanurms
toloancea -

June 3, 1986
MEMORANDUM
TO: File
FROM: Jim Simone
SUBJECT: Vulcan Materials Cabarrus Quarry
As previously agreed, I contacted Mr. Samuel F. Davis, Jr., Attorney for
the Poplar Tent Citizens Group, to notify him that the Cabarrus Quarry permit
had been granted and offered to meet with a representative group of residents to
explain our findings on the application and the terms of the mining permit.
Mr. Davie indicated that he would convey this message to a steering
committee on May 28.
Mr. Davis also indicated that county zoning case for the quarry site had
been re-opened.
JS/cj
cc: Jerry Cook

State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
S. Thomas Rhodes, Secretary DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
March 26, 1986
Mr. Russ Willard
Senior Mining Engineer
Vulcan Materials Company
Post Office Box 4195
Winston-Salem, North Carolina 27115
Dear Mr. Willard:
We have completed our review of your revised plan for the proposed Vulcan
Materials Company-Cabarrus County mine and we have a need for some additional
design information and/or modifications. Some of the following items were
discussed in our telephone conversation with you on March 19, 1986, and are
noted herein for further clarification.
This information is necessary to continue our review process of your permit
application and to ensure the measures proposed will be adequate for the use
intended.
Design data is required for the southern (24" CMP) culvert pipe under the
earthen berm. It is apparent, with the drainage area to same, that this pipe
is undersized.
The riprap aprons that have been designed as energy dissipators for the two
24" CMP's under the earth berms should have details on the plan including; the
length of aprons, width of the aprons and also, the d size of the riprap is
to be increased to accomodate the exit velocity from Nese pipes. (Note: a
filter blanket is to be installed under the riprap in order to prevent erosion
of soil from underneath the larger riprap stones and the filter should be included
in the design detail) .
The watershed tributary to the riprap filter basin is larger than what was
in the design information, Because of this, the spillway weir should be increased
in length to accomodate the expected increase in water flow.
As was discussed during our telephone conversation, the possibility of allowing
all the water (exiting from the riprap filter basin, the 2 large drainage ditches
and the control basin) to flow in the natural channel is an alternative to the
installation of the two 96" C+a"s. If this is decided upon, the design for a
riprap apron, including length, width, filter, stone thickness, and d50 of riprap
would be necessary to protect the stream channel where the water exits into the
919 North Niam Soer6 PC Eoa M Mo Me. N.C.96164M•Tdmhme]a3Q631699
M Emul Opponunky Alrmadw A:Mon Empl /

Mr. Russ Willard
Al Page Two
March 26, 1986
natural course. If, due to permitting or other unforeseen reasons, this method
cannot be utilized, the two 96" CMP's are to be installed, then the following
data should be addressed:
1. The apron length, width and d5 of riprap below the two 96" CMP's
will require an increase in doze to handle the full flow from the
two 96" corrugated pipes;
2, Water exiting the 30" conduit under the earthen dam should also have
an outlet beneath the earthen berm; and,
3. A detail is needed on the spacing and construction methods for
installation of the two 96" CMP's and covering the compaction of
fill over them.
Apron dimensions including length, width, filter and d of riprap are needed
for the convergence of ditches "A" and "H", 50
The riprap at the exit of the 36" CMP under the entrance road to the pit area
is to be increased for a distance to accomodate the exit velocity.
The earthen sediment basin dam requires a minimum freeboard of one foot to the
EMS from the top of the riser and an additional two feet to the top of the dam.
This can be accomodated by removing one foot of the riser pipe. Other requirements
for this dam include a detail of the contact of the riser pipe to the conduit and
a detail of the trash rack. Also the cut for the EMS into the natural topography
as shown may pose a problem. The two foot depth needed would extend an elevation
Past that of natural ground and require fill placement on the outside edge (near the
control section). This spillway must be cut in natural ground to remain stable
during use.
Temporary erosion control measures will be required for the construction of
the earthen berm and earthen dam on the east side. Details of said designs and
locations are needed to protect the natural watercourse.
Routing of water along the toe of the earth berm should be addressed through the
design of a permanent drainage ditch or removal of water away from the berm. Design
of said ditches should have the capacity to handle the 10 year storm event runoff.
Please address the above items on a revised plan including design calculations.
Should you have any questions or comments concerning the above comments or if
you are having difficulty in design techniques, please feel free to call this office.
Sincerely,
`-' i i( VAe X$e
Mary eorge
Environmental Engineering Technician
cc: C y K. Mitchell
im Simons

;I w+rte
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
S. Thomas Rhodes, Secretary DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
March 4, 1986
Mr. R. B. Willard
Senior Mining Engineer
Vulcan Materials Company
post Office Box 4195
Winston-Salem, North Carolina 27115
RE: Cabarrus County Proposed Quarry Site
Dear Mr. Willard:
Your resubmittal of plans and information for the proposed quarry site have
been received and reviewed by this office. We find the erosion control and
drainage concepts acceptable but need additional information and clarification
on design and assumptions included in this plan.
Our review brought out the following:
1. In order to place the two major drainage diversions (A 4 B) on a
grade of 1.52 will require relatively deep cuts; up to twenty (20)
feet. We have no objections to these cuts but these channels
should be redesigned as trapizodal channels with minimum 2:1 side
slopes. The velocity must be less than 4.5 feet per second in the
channels if they are to be vegetatively lined and due to a constant
flow will require further stabilization to control channel erosion
in thenormal flow areas. A typical cross-section of these channels
and profiles must be included on the plan.
2. The vee-shaped diversions to basins must be designed and have a
typical detail included on the plan resubmittal.
3. Pipe sizings must be included for the two systems under the 30 foot
berm on the western boundary, for the pipe under the entrance road
to pit, and for the pipe system from the vergence of channels A 6 B
under the berm to the riprap apron.
4. For the riprap filter basin we need:
a. A dam detail, b. Weir spillway dimensions, c. Basin impoundment
areas, d. d50 size of the riprap for the dam and e. Filter type
and thicknes§ to be placed at the upstream face of the rock dam.
m9 Nonh Win Sseet Pfl Bm 950, Moomwilk. NC. 26115o950•Telephone ioe663-1699
An Emil Op itir ABinnodw Anon Empl�

` Mr. R. B. Willard
Page Two
March 4, 1986
5. The riprap aprons must be sized; with dimensions included on the
plan along with the d50 stone size and apron thickness.
6. For the earthen sediment basin we will require the storage capacity
within the basin, a dewatering device (pipe riser) and an enlarged
detail of the overflow emergency spillway. The basin should be ,
designed to store an expected sediment loss from disturbed part of
drainage area. The emergency spillway should have a profile shown
with a control section at the dam and the d50 riprap specified.
7. Include dimensions on saddle dikes in the draws, used to divert
runoff into diversions A & B.
You may also want to keep diversion channel "A" below the 710 contour, along
the upper reach, in order to reduce the amount of cut. We ask that you submit all
design calculations along with two copies of revised plan and details for further
review.
Please address any overflow considerations for the three settling ponds for
the closed system. Will they have an outlet and what will happen if the pumps are
inadvertently left on and the ponds overflow?
Contact me at this office should you have questions concerning any of the
above matters.
Sincerely,
e-
Jerry W. Cook
Regional Engineer
cc: /ji' Simons
G. K. Mitchell, Jr.

State of North Carolina
Department of Natural Resources and Community Development
Division of land Resources
512 North Salisbury Street a Raleigh, North Carolina 27611
James G. Martin, Covemor Stephen G. Conrad
S. Thomas Rhodes, Secretary Director
February 25, 1986
Mr. E. Lawrence Davis, III
Womble Caryle Sandridge 6 Rice
P.O. Boa 831
Raleigh, North Carolina 27601
Dear Mr. Davis;
This letter is to inform you that this office is in receipt of your letter
of January 29, 1986. Upon receipt of any additional information submitted to
the public record on behalf of those persona opposed to Vulcan's proposed Poplar
Tent Quarry, we shall promptly notify you of such. In addition, the record
shall remain open for a reasonable length of time in order to permit you and/or
other representatives of Vulcan Materials Company to formulate an official
response if so inclined.
Thank you for your continued cooperation.
Sin exely,
Thomas E. Carroll
Assistant Mining Specialist
Land Quality Section
TEC/cj
cc: Jerry Cook
PO. Bm 276r7, kkO. North Ca,nllni 27611.7W Tekphonc 91%n3 3833
An Egml Oppoaunity Af nude Action Emri y

WOMBLE C:ARLYLE $ANDRIDGE 6 RTC� �
_ ., om wnCRov1A BUILDING spy 88.
zzz rermevnLE STREET MALL 1,AIM1•1==E •
POST OFFICE BOX 831 IX ND BID QUAt-ITXISECTIDN M
RALEIGH, NORTH CAROLINA 2'IBOI
CARD CHARLOTTE PLAIN
a•' TELEPHONE cYAI Ye.+u.
IS111111 A."AREA GII 1.CONCEPT
299 1.APPLIED,11 RAPID a. MIT,
NI NItleOO 87101
E (SCSIYIYIINUTPICK)
a....E..SANTIS 1"," 1.Hone
..•• L.•• January 29, 1986 -
Mr. James Simons HAND _DELIVERED
Mr, Tom Carroll
Land Quality Section
Division of Land Resources
Department of Natural Resources .
and Community Development
5th Floor, Archdale Building
512 North Salisbury Street
Raleigh, North Carolina 27611
Re; Vulcan Materials Company -- Mining Permit
Application -- Cabarrus County
Dear Jim and Tom!
This letter will confirm my telephone conversation of this
morning with Tom Carroll to the effect that the alleged adjoin-
ing McCorkle property is located at 149 Cessna Road and that
Melody McCorkle of that addressattended the public hearing ,
according to your list of attendees. We also understand that
your list includes Virginia McCorkle and Ronnie McCorkle whose
address is 179 Odell School Road. We further understand that
the list includes several other residents of Cessna Road.
We understand that the opponents intend to submit a report
by a hydrogeologist within the next two weeks, and we respect-
fully request the opportunity to review same and furnish such
additional material as may be necessary in light of whatever
new information is contained in the report, We plan to check
with you at regular intervals and would appreciate your giving_

Mr. James D. Simons
Mr, Tom Carroll
January 29, 1986
Page 2 '
me a call at 828-7214 in Raleigh, should you have the
oppportunity to do so when the report is received. We would
expect to be able to make any additional material available
within two days , and request that the record be kept open for
that purpose.
Thank you.
-Yours sincerely,
E. Lawrence Davis, III
ELD: rjt
cc: Mr. Guy A. Mitchell, Jr.
Mideast Division
Vulcan Materials Company
P. 0, Box 4195
Winston-Salem, North Carolina 27105
William G. Alexander, Esq.
Alexander and Brown
90 Church Street , N.W.
Concord, North Carolina 28025

ry LC U E D
Vulcan Materials Company FEB fl" 16'3S- �®
MIDEAST DIVISION ! P.0.B0%A19B . MNETON-MLEM. NORTH CAROLINA 37I05 .TELEPHONE 919,NE74000 J (1l `C�r(Og,
GUY K.MITCHELL �IYED FEL JG 1 S`I
VICE PRESIDENT
OPERATIONS SERVICES ANO
NORM CAROLINA OPERATIONS
February S. 1986
Mr. Jerry W. Cook
Regional Engineer
Department of Natural Resources
and Community Development
Mooresville Regional Office
919 North Main Street
P. 0. Box 950
Mooresville, North Carolina 28115
Dear Mr. Cook:
Thank you very much for your letter dated February 3, 1986, referable to
our mining permit application for a proposed Cabarrus County Quarry. It
is my. understanding that our Messrs. Tim Knopf and Russ Willard will be
contacting you referable to a meeting early next week (February 30 or
11) . to discuss your request for additional information. The purpose of
this meeting would be to insure that we understand what information you
want, so that we may proceed forthwith to furnish it to you. Please do
not hesitate to contact either Tim Knopf, Russ Willard, or me, should
you require additional information.
I would like to thank you for your effort and cooperation in this
matter; if we can be of further service, please let us know.
Sincerely*
Guy K. Mi tchell , 'Jr.
GKM,Jr:ps
cc: J. Simons
R. Willard
T. Knopf

FE41 To*
Vulcan Materials Company SECI ^
MIDEAST DIVISION) P. 0. BIDS 4195 , WINSTON-SALEM. NORTH CAROLINA 27105 , TELEPHONE 919 767♦4&0j ` V
GUY R. MICHELL
VICE PRESIDENT
OPERATIONS SERVICES AND
NORTH CAROLINA OPERATIONS February 8, 1986
Mr. James D. Simons, C.P.G.S. ,P.E.
Mining Specialist
Land Quality Section
Department of Natural Resources
and Community Development
512 North Salisbury Street
Raleigh, North Carolina 27611
Dear Jim:
This will confirm receipt of your letter dated January 29, 1986s con-
cerning my letter of January 27 , 1986, containing responses to certain
points made in the position statement of the Poplar Tent Citizens Group,
Cabarrus County.
I would like to take this opportunity to thank you for your timely
response to my letter, as well as your obvious unbiased approach in this
matter. As we have discussed, we want to do everything that we can to
provide you with the necessary information so that you may proceed with
a timely rational evaluation of our mining permit application.
Late last week, we received Jerry Cook' s letter requesting additional
information on our application. It is my understanding that Russ Willard
and Tim Knopf will meet with Jerry on February 10 or 11 to insure that
we understand exactly what information you require. Shortly after that
meeting, we will be responding to those requests in an effort to provide
you with the information needed for a final review of the application.
Should you need additional information, I know that you or Jerry Cook
will not hesitate to contact us .
Again , I would like to thank you for your effort and cooperation in this
matter. If I may be of any service, please feel free to contact me.
Sincerely,
Guy K. Mitchell , Jr.
GKM,Jr:ps
cc: J. Bailey
R. Willard
T. Knopf
GKM-105

1 EIV ED
au
a�f
IpND QUAEITY SECTION
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
S Thomas Rhodes, Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
February 3, 1986
Mr. Guy K. Mitchell, Vice-President
Vulcan Materials Company
Post Office Box 4195
Winston-Salem, North Carolina 27115
RE: Cabarrus County Quarry (Proposed)
Dear Mr. Mitchell:
We have completed our review of the site plan submitted for the proposed
quarry site and we need clarification and additional information concerning
several different areas or aspects of the proposed operation. These areas
include erosion and sediment control; berm construction; surface water and
stream runoff; groundwater conditions; than construction, and calculations to
support any designed structures shown on the site plan.
Based on a field inspection of the site and design considerations, it is
not feasible to construct the large dam as shown to serve as a sediment basin.
There are (4) four flowing streams tributary to this basin (dam) area, (these
streams were not shown on the submitted site plan) ; plus the drainage area to
this dam contributes to extremely high flows during rainfall runoff. This
dam may be constructed for use as a raw water impoundment structure provided
it is properly designed and constructed. If the dam is constructed where
shown, it should have a solid pipe primary spillway system and be able to
safely pass the 50 year design storm through the emergency spillway without
overtopping the dam structure.
The two streams adjacent to the 4.5 acre and 17 acre quarry site will
require diversions around the pit area. The atresm flowing from north to east
will require a diversion ditch for the initial quarry excavation; as well as
the stream flowing from west to east .as`thei+site�developes. These diversions
must be properly designed, constructed according to design and stabilized
prior to receiving runoff through them. ,
Erosion and sediment control measures should be designed and located to
contain sediment on-site and to keep silt out of the main streams. This will
require more than one basin as well as other adequate measures. These erosion
control measures or devices should be of sufficient size to contain the expected
sediment loss from disturbed areas and safely pass the rainfall runoff from a
919 North Main Sneer. POt Bw 950. Morrisville, N.C.A11Y 50 a Tdephmx TN 663 IM19
An Equal OPPurtumty Affirmative Actium Emplr,.+

f
Mr. Guy K. Mitchell
.� Page Two
February 3, 1986
10-year storm event.
We also request additional information on the perimeter berm construction.
Is the berth to be constructed in phases and is the 20 feet height sufficient
to be a screen in some low areas? Where and to what extent will the berm be
constructed from a limited amount of overburden?
The groundwater question is still under review and we will be corresponding
to you in this regard separately.
Give these matters some thought and if you have questions, contact me at
this office. We will require (2) two copies of a revised plan and the calculations
supporting the design of any of the structures, for our continued review.
We look forward to hearing from you.
Sincerely,
�JerryW. Cook
egonal Engineer
cc: Mr.`Tim Knopf
yrV 'lcan Engineering
i . Jim Simons
V Mining Specialist

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, Co or January 295 1986 Stephen G. Conad
S. Thomas Rhodes, Secretary Director
Mr. qry K. Mitchell, Vice President
Vulcan Materials Company
P.O. Box 4195
Winston Salem, North Carolina 27105
Dear Mr. Mitchell:
71tannk you for your letter of January 27, 1986 responding to the "Position
Statement of the Poplar Tent Citizens Group, Cabarrus County."
You are quite correct in that questions concerning land use and property values
do not fall within G.S. 74-51 of The Mining Act. of 1971.
Offsite impact from mine blasting and possible offsite impact to grand water
do fall within the Mining Act. We are carefully reviewing these aspects of the
proposed operation. Naturally, the statements/reports of your consultants are
considered in this review.
Concerning notification of adjoining property owners, we had already received a
letter from Mr. Harris S. Caldwell indicating that he had received your entice. In
the case of the Ronald Michael McCorkle property, your enclosed map does not show his
property to be adjoining. However, a Township No. 2 sheet no. 4690 does show parcel
no. 3865 (McCorkle property) to barely adjoin on the northeast side of your site. I
am not in a position now to ascertain which survey is legally correct.
I would agree that your company has certainly tried to notify the local
residents of your mining intentions by means of mailed notices, your unofficial
public meeting, and the State held public meeting.
Some additional application clarification or additional information will be
needed for final review of the application. We are still compiling our questions,
but our general concerns now relate to ground water, berm construction, diversion of
existing onsite waterways, and erosion control. We will be outlining these concerns
more specifically in another letter to be sent to you soon.
Sincerely,.,
James D. Sim, s, C.P.G.S. , P.E.
'Mining Specialist
Lard Quality Section
cc: Jerry Cook `
110. men 276W, Raleigh, Nn,m Carolina 276li 7U7 lkkphnne 9i97333m33
An Equal Oppmmniry ANinnariK Action EnnrJq

Vulcan Materials Company
MIDEAST DIVISION/N.O. BOX 6196/W INS TOMBA L EM. NOR T H CA ROlPNA 27105/T EIERHONE 767<600
Pee. as
December 19 , 1985 IoEt V
,.E.�SIQN
iANd QUA'`
Mr. Jim Simons , P.E. , C ,P. G. S.
Mining Specialist
Land Quality Section
Department of Natural Resources
and Community Development
Box 27687
Raleigh , NC
Dear Mr. Simons :
Enclosed please find an aerial photograph of our
Cabarrus County site which you requested at the public
hearing at Poplar Tent Presbyterian Church.
If you have any questions, please contact me.
Yours truly ,
Tim Knopf/
Mine Engineering
Technician
/lnh
Enclosure

RECEE UED
Vulcan Materials Campany
NOV n
WWWn dwtegn i PO.a 41W.�MUEKa urmuuzm5.41%*TMs+�M9767-amu al.� QUALITY $E
November 4 , 1985
Mr . Jim Simons , P. E. , C.P.G. S.
Mining Specialist
Land Quality Section
Department of Natural Resources
and Community Development
Box 27687
Raleigh , NC
Re : Cabarrus Quarry
Dear Mr. Simons :
Request is hereby made to include the proposed Cabarrus
Quarry , in Cabarrus County North Carolina, under Vulcan
Materials Company's current performance bond as previously
established with the state.
Please call me if you have any questions.
Sincerely ,
Russ Hanes
Environmental Compliance
Coordinator
/lnh
cc : G. K. Mitchell , Jr.
R. B. Willard
E. K. Graham

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9
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'SEE IM.�J, -. vV I �- IQ NOTE� THIS PROPERTY OWNERSHIP MAP WAS PREPARED
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T � • `
State of North Carolina f�
Department of Natural Resources and Community Development � IMV4P
Division of Land Resources
Land Quality Section
Application for a Mining Permit
G. S. 7 -50 of the General Statutes of North Carolina, The Mining Act of 1971 . . .
After July 1, 1972, no operator shall engage in mining without having -first
obtained from the Department an operating permit which covers thetgf�ected land
and which has not terminated, been revoked, been suspended fox t p io"11 din,
question, or otherwise become invalid.
n. r
1. Name of Mine Cabarrus
county Cabarrus
ems:
2. New of Company Vulcan Materials Company flop
3. Home Office Address P. O. Sox 4195OfrfEE
Winston Salem, NC 27105
4. Permanent address for receipt of official mail P. 0. Box 4195
Winston Salem, NC 27105 Telephone [phone]
5. Mine Office Address Same as above
Telephone Same as above
6. Mine Manager - Unknown at this time .
We hereby cergify, that all details
contained in this.Permit Applica-
tion are true and correct to the beet
of our knowledge. We fully understand
that any willful misrepresentation of
facts will be cause for permit revocation.
*Signature �Ak - �4 .
Title —
Date Dcf. 2P. /9P5�
*Signature of company officer required. _

2
APPLICATION FOR A MINING PERMIT
A. General Characteristics of Mine,
1. Total acreage at site for which permit is requested:
Acres owned 185 Acres leased -0
2. Materials mined : Granite
3, Mining method: Hydraulic Dredge 0 Underground Q
Shovel and Truck Q DeAgline and Truck Q Self-loading Scraper[:]
Other
4. Present depth of mine -0-
5. Expected maximum depth of mine 300 '
b. Area of previous activity: (Identify these areas on your mine map. )
a. Area of previously affected land at present site that is inactive and has
not been reclaimed: -0-
b. Acres previously reclaimed at present site -0-
B, Determination of Affected Acreage and Bond.
L. Number of years for which permit is requested 10 (10 years maximum).
2. Total affected acreage:
a. Area used for tailing ponds 4 acres'
b. Area used for stockpiles 16 acres
c. Area used for waste piles 4. 5 acres
d. Area used for processing plants 5 acres
e. Area of active mine excavation(Pit ) 1:7. . 5 acres
* f. Estimate annual acreage of new land disturbed by
mining 1.7
* g. Estimate total lend disturbed by mining that is
subject to reclamation by multiplying Item 2f by 3. 5 . 1 acres
53 . 3
TOTAL OF 2a through 2g acres

3
APPLICATION FOR A MINING PERMIT
3. Check acreage to be bonded: Total affected acreage figure from B,
2 equals acreage to be bonded.
0 - 4.99 acres ($ 2,500 bond)
5 -- 9.99 acres ($ 5,000 bond)
10 - 24.99 acres ($12,500 bond)
ix' 25+ acres ($25,000 bond)
4. Will your company file a blanket bond covering all of its mining operations
in North Carolina? X Yes No
Check the amount of blanket bond:
$2,500 0 $12,500 F1
$5,000 F. $25,000 0
C. Protection of Natural Resources
1. What precautions will be taken during mining operations to prevent
significant adverse effects on wildlife, or freshwater, estaurine or
Continual consideration and protection will be given to all
marine fisheries? wildlife and fish habitats in all phases of quarry development.
Streams and creeks will be adequately buffered with a 25' green space between Vulcan
Materials Company property and the creek. Run off will not be allowed to leave the
permitted acres.
2. Is there a waste water discharge from your plant or mine.?
Yes Q No ED
If yes, indicate the approval document number issued by the Division of
Environmental Management, Department of Natural Resources and Community
Development.
Pendin P x Ex iration Date
3. Is there an air contaminant emission from your mine or plant?
Yes Eli No 0
if yes, indicate the approval document number issued by the Division of
Environmental Management, Department of Natural Resources and Community
Development.
Pendi na Uer i t Applied- For) Expiration Date

t
4
APPLICATION FOR A MINING PERMIT
4. Describe methods being taken during mining to prevent physical
hazard to any neighboring dwelling house, public road, public,
commercial or industrial building from, any mine excavation.
All property surrounding the mined area will be adequately buffered
to prevent any erosion onto adjoining property owners. Slopes
will be placed on no steeper than 2 : 1 ratios and will 'be properly
revegetated. Posted signs "Danger Open Pit - No Trespassing" will
be placed around the perimeter of the operation at a 100 yard
spacing. Vehicle access to the site will be controlled at the
entrance of mine on Poplar Tent Road. All drilling and blasting
will be conducted in a professional manner. Proper delays , hole
patterns , explosive amounts , and stemming will be prepared so that
all the shots will have a slight movement . Distances to the
closest dwelling range from approximately 700 ' to 13001 .
5. Describe measures to be taken during mining to insure against
(1) substantial erosion and offsite deposits of sediment (include
specific plans for erosion control for mine excavation, waste piles,
and process areas) , (2) landslides, (3) acid water pollution.
During site preparation and mine operation , all material will be
either hauled away or placed in the formation of a berm. After
completion of the berms, slopes are checked to make sure that
the angle does not exceed a 2 : 1 ratio. All, slopes will be either
hydroseeded with a low or high maintenance seed mix. Erosion
control at the toe of the berm includes, but is not limited to,
silt fences , straw bale barriers , brush barriers , rip rap
check dams , diversion ditches and sediment basins . Water
quality (pit water) is checked by monthly monitoring if a
discharge occurs . Limitations are stated in NPDES permit .

APPLICATION FOR A MINING PERMIT
6. If explosives will be used, describe what precaution
will be used to prevent physical hazard to persons or
neighboring property by flying rocks, excessive air
blast or ground vibration.
A. Initial quarry development , as indicated on the
site plan, has given consideration to the proximity
of our neighbors and the overburden over the stone
deposit .
B. The location of each residence and structure near
the quarry will be identifiable through the use of
a grid aerial photo relative: to the grid location
of each blast.
C. Drilling, loading, and blasting operations will be
performed by qualified personnel who will follow
the blasting techniques and procedures recommended
by blasting specialists .
D. Records for each blast will be maintained and
include the following: number of holes , pattern,
depth, total pounds of explosives , maximum pounds
per delay , burden spacing and stemming and blast
location .
E. We will monitor all blasts with a seismograph and
record the location, distance from the blast , and
identity of the property owner where the unit is
located.
w

• Continued 6
F. Each seismograph recording will be analyzed by an independent
seismologist and records maintained by Vulcan.
G. Blasting complaints will be handled as follows:
(1) Date and time of complaint, quote words used
and identify caller.
(2) Maintain independent blasting complaint records.
(3) Follow-up with inspection and interviews.
(4) Records of complaints and investigations will be
maintained and made available to NCDNR upon
request.
7 .

1 1
1
Reclamation Plan
1. Describe your intended plan for the reclamation and subsequent
use of all affected lands and indicate the general methods to
be used in reclaiming this land:
Reclamation of Vulcan's quarries is an ongoing process. Through on-
site inspections, Vulcan Materials Company will monitor, on a periodic
basis, the sites for areas that need work in erosion control and off-
site sedimentation. After the mining operation has ceased, all of the
affected land will be placed back to as natural a slope as possible.
These lands will be sloped for drainage, contoured, graded, and seeded
per the approved seed mix. Hydroseeding is the most economical and
effective means of revegetation. The pit usually fills with water and
offers a variety of land-us_e _possi_bilities. Examples include__ water
reservoirs, wildlife liabitats , residential development , and
recx"eational areas .

7a
Reclamation Plan
2 . In excavation of unconsolidated materials , describe what
measures will be taken to insure protection of adjacent
resources such as width of buffer zone and grade of slope,
etc .
All berms will be constructed no greater than on a 2 : 1 slope
ratio. Berms will bel ?0__45'` h_3�1i Zvi tti_a_').____green_--- - Uetween__I
Vulcan Materials Company .property and neighboring property and.
a 50' green belt between Vulcan Materials Company property and
the state roads.
3 . Describe provisions for safety to persons and to adjoining
property in all completed excavations in rock.
"No Trespassing - Open Pit" signs will be placed around the
perimeter of the mined site. ! A fence, rock boulders , or a berm
will be constructed around the pit area. Access to the mine
via auto, f be limited only to the front entrance.
4. Indicate method of reclamation of overburden , refuse, spoil
banks or other such mine waste areas.
Areas to be reclaimed will be done with earth moving machinery
and related equipment . Material will be ripped, consolidated,
sloped, and revegetated per the approved seed mix. The affected
areas will be hydroseeded.
5. State what precautions will be taken in reclamation to insure
that the reclaimed site is not detrimental to animal or fish
life.
In many cases , reclamation of rock quarries attracts wildlife
due to the volunteer and established vegetation cover that occurs.
Pits make habitats for fish and water fowl. Foxes especially
are fond of the rocky formations created by the quarry . Birds
like to nest in the cliffs of the high walls . With proper
drainage and good ground cover reclaimed rock quarries can
create feasible habitats for wildlife.

8
Reclamation Plan
6. Describe plans, if any, for screening operations from public view.
See enclosed site plan regarding berm construction.
7. State the method of rehabilitation of settling ponds.
The settling ponds will either be handled in one of two ways.
a The fines will be consolidated with dirt , backfilled
into the pond, graded, sloped, and seeded per the
approved seeding schedule.
b. jThe settling ponds will be cleaned out to act as a
-' large settling basin .
8. State the method of control of contaminants and disposal of mining refuse
(Note definition of refuse in The Mining Act of 1971):
All hazardous waste, oils, chemicals , will be properly removed and
disposed of by professional agencies . Underground storage tanks will
be removed as necessary . Waste oil will not be used as a dust
suppressant .
All underground storage 'tanks will be checked for soundness and proper corrosive
coating prior to being installed in the ground.
9. Indicate the method of restoration or establishment of any drainage channels
to a condition minimizing erosion, siltation and other pollution:
Drainage channels will be filled with check dams to reduce water
velocity and erosion. Rip rap material is an excellent material
for this purpose and thus shall be used.

i 6
Reclamation Plan
10. Describe provisions for prevention of noxious, odious or foul water
collecting or remaining in mined areas.
Stagnant or noxious water will not be tolerated on Vulcan Materials
Company property . All areas will have proper drainage.
11. Describe how the surface gradient in unconsolidated materials will be
restored to a condition suitable for the proposed subsequent use of the
land after reclamation is completed and proposed method of accomplishment:
Overburden that is not removed from the property will be placed in a
perimeter berm. Slopes will be stablized and seeded at angles no
greater than a 2 :1 ratio. All debris , and scrap structures and
foundations will be removed prior to consolidation of material for
final reclamation, eg. plant , stockpile and office areas.
All affected areas , excluding the pit , will be sloped, graded , and
revegetated per approved seeding schedule. Pit water will be allowed
to reach equilibrium,or pumped on a periodic basis.-
12. Describe your plan for revegetation or other surface treatment of the
affected areas: NOTE: Revegetation Plan must be approved by one of the
following:
(a) Authorized representatives of the local Soil and Water
Conservation District having jurisdiction over lands
in question;
(b) Authorized representatives of the Office of Forest
Resources, Department of Natural Resources and
Community Development;
(c) County Agricultural Extension chairmen or Research
and Extension personnel headquartered at North Carolina
State University in the School of Agriculture and Life
Sciences;
(d) North Carolina licensed landscape architects;
(e) Private consulting foresters referred by the Office of
Forest Resources, Department of Natural Resources and
Community Development;
(f) Others as may be approved by the Department.
r

^rim?6`tl Z87535�i
UST 1985 w
RECCIVED
FNVIRONMZNTAL g
REVEGETATION GUIDE 0
cvelop berm along the border around site e !9 Is, ei7 \\O\ -
for screening of sound and sight.
Constructions will be an on going process.
Seed each portion as spoil is puk in place to prevent eroding of
the berm and og�jite- sedimenta7h66.
Seeding rates for all bare or disturbed areas will use a variety of
plants depending on area to be seeded, season of year and continued
use of the area.
Use the following seeding rates per acres:
SPRING (March-June)
Rye Grass - 15-20 lbs.
Tall Fescue - 40-80 lbs.
.. Sericea Lespedeza 15-20 lbs.
Red Clover 8-14 lbs.
(Hulled) Common Bermudagrass 4 lbs.
or
Weeping Lovegrass 2-4 . lbs.
FALL (August-October)
Oats (optional) 1 .5 lbs.
Rye Grass 20 lbs .
Tall Fescue 60 lbs.
Sericea Lespedeza 40 lbs,
(unscarified) -
WINTER (November-February)
Ryegrass 20 lbs.
Unhulled Bermudagrass 10 lbs.
unscarified Sericea Lespedeza 30 lbs.
Tall Fescue 40 lbs.
Fertilize using:
600 lbs. fertilizer ( 10-20-20 1
4000 lbs". Lime
70 bales Mulch
Mulch when slopes are more than six (6) percent for- 70+ percent ,.
cover. -//

10
12. (Continued) ��LULS'2b272J�B��
79 N
85
E > cz7VgD o
o IRON MEh7 0)
R< �
16 0
Based on attached REVEGETATION GUIDE. 2.1
Revegetation and/or reforestation plan approved by
:mature
Title Chairman
Agency Cabarrus Soil & Ylater District
Data October 25 . 1985

CABARRUS COUNTY
REVEGETATION PLAN
SPRING-FALL-WINTER SEED MIRES
SPRING RATE MARCH - JUNE
RYE 15-20# PER ACRE
TALL FESCUE 40-80# PER ACRE
SERICRA LESPEDEZA 15-20# PER ACRE
OR RED CLOVER 8-14# PER ACRE
HULLED COMMON BERMUDA GRASS 4# PER ACRE
OR WEEPING LOVE GRASS 2-4# PER ACRE
FALL RATE AUGUST - OCTOBER
OATS (OPTIONAL) 1-1/2# PER ACRE
RYE 20# PER ACRE
TALL FESCUE 60# PER ACRE
SERICEA LESPEZA (UNSCARIFIED) 40# PER ACRE
WINTER RATE NOVEMBER - FEBRUARY
RYE GRASS 20# PER ACRE
UNHULLED BERMUDA GRASS 10# PER ACRE
UNSCARIFIED SERICEA LESPEDEZA 30# PER ACRE
TALL FESCUE 40# PER ACRE

FERTILIZER ALL SEASONS
600# 10-20-20 PER ACRE
4000# LIME PER ACRE
70 BALES MULCH PER ACRE
REVEGETATION AND/OR REFORESTATION PLAN APPROVED BY:
SIGNATUREd
A L
TITLE
AGENCY
DATE k-�
0. D
v �J�
369 '9
a
o�f�9RCHITS
ABE4��ES

I
I1
Reclamation Plan
13. Provide a time schedule that meets .the requirements of G.S. 74-53.
(Add sheets if necessary)
Reclamation will commence. immediately upon completion of initial
project stripping and overburden disposal . Continued reclamation
will occur as necessary throughout projects life.
14. Notification of .Adjoining landowners
The "NOTICE" form attached to this application or equivalent notice should be sent
certified or registered mail to the adjoining landowners unless another means of
notice is approved in advance.
The completed "Affidavit of Notification" attached to this application must be
submitted before the application is considered complete.

LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives
the right of entry and travel upon our land& or operation during
regular business hours for the purpose of making necessary field
inspections or investigations as my be reasonably regaired in the
administration of this Act , so long as the Department or its appointed
representatives are accompanied by an agent or representative of our
Company.
We further grant to the Department or ics 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 o'rddeered pursuant to Section 14.
*Signed zOv' 6 z ,/��^"Title V4-<4 D C�
f �
_ Mine C4-��f/rL-(/-IM�M/��1
Company
*Signature should be the same as the officer who signed the application for
a permit .
Return to:
Land Quality Section
N.C. Department of Natural Resources 6 Community Development
P. 0. Box 27687
Raleigh, North Carolina 27611

12
i
NOTICE
Pursuant to provisions G.S. 74-50 of The Mining Act of-1971 , notice
is hereby given that Vulcan AIlteri als Comnanv
{ ompany ame
has applied on November 1985 to the Land Quality Section, Division
a e
of Land Resources, North Carolina Department of Natural Resources and Community
Development, P. 0. Box 27687, Raleigh, North Carolina 27611 for a surface
mining permit to commence mining of ..Gran-it on
(mineral , Ore NuIE457
acres located 16 iQ r h of
li es Di rect on Nearest 'row'nTf
near road Poplar T nt in r s County.
Road (Name of County ,
• In accordance with G,S, 74-509 the mine operator is required to make a
reasonable effort to notify all owners of recordof land adjoining the proposed
�. site, and to notify the chief administrative officer of the county or municipality .
in which the site is located. The property owner nay file written commrsnt(s)
within ten (10) days following receipt of this notice to the Department at the
above address. Should the Department determine that a significant public interest
exists, a public hearing will be held in accordance to the Department of Natural
Resources and Community Development, Mining, Mineral Resources Regulation -Sub-
chapter 50, .0011 .
N v m red 1 . 1
Date lad to Addressee
Vu a
Address of Appl cant ompany
P. O Box 4195 Winstnn Salem NC
27105

11
' AFFIDAVIT OF NOTIFICATION
I, Russell B. Willard an applicant, or an agent, or employee of an applicant,
for a Mining Permit from the N.C. Department of Natural Resources and Community Develop-
ment, being first duly sworn, do hereby attest that the following are known owners, both
private and public, of the land adjoining the proposed mining site and that notice of the
pending application has been caused to be mailed, by certified or registered mail, to said
owners at their address shown below, such notice being given on a form provided by the
Department:
(Name) (Address)
'�Charle$ J Harris P. O. Box 345 . Graham NC 27253
W. S . Harris , Jr . P. O. Box 345 , Graham, NC 27253
J. L. Benton P. O. Box 8094 , Charlotte, NC 28208
(Attach additional list if necessary)
I do also attest that the following 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 ""ad to be mailed, by certified or registered mail,
to said office at the following address:
(Name) (Address)
Charles McGuiness P . 0. Box 707 , Concord, NC 28025
County Manager - -
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 15 N.C.A.C. 5 B. .0004(d) . I understand that it is the
responsibility of the applicant to retain the receipts of mailing showing that the above
notices were caauuss'eedd� to be mailed and to provide them to the Department
upon request.
Date Signature
If person executing Affidavit is an agent or employee of an applicant, provide
the following information: (Name of applicant) Russell B. Willard
title of person executing(Affidavit) Senior Mining Engineer
I,�I OQ..-Unra Yh0. l-� a Notary PublIS of the County of
State of North Carolina, da hereby certify that <Sw L/ .15
personally appeared before me this day and under oath acknowledged that the above
Affidavit was made by him.
�4litness my hand and notarial seal, this day of
Notary
SUE DONATHAN
My Commission expires: My commission expires
ZVOO
County of stokes
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AFFIDAVIT OF NOTIFICATION
NAMES AND ADDRESSES CONTINUED
LP/
B. Brumley Heirs 413 Goodman Road, Concord, NC 28025
Cedar Grove Presbyterian Church .Odell School Road, Concord, NC 28025
Carter B. Fisher 133: Odell School Road, Concord, NC 28025
Mildred J. Fisher _ - 256 Odell School Road, Concord, NC 28025
Gallant C. Miller 178 Cessna Road, Concord, NC 28025
S. Harris Caldwell ,' Jr . , Trustee U/W P. 0. - Box 67 , Summerville, GA 30747
W. D. Brumley , Jr . 424 Goodman Road, Concord, NC 28025

December 6, 1985 RECEI NED
DEC 101985
MF�MQRANDUM Nghipv oLrvaFRVq iiON SECTION
TO: Don baker, WEC
FROM: Jim Simons, Land Quality
SUBJECT: Proposed Vulcan .Materials Company
Cabarrus Quarry, Cabarrus County
Attached for your review is a copy of the application for a
mining permit for the .Cabarrus Quarry.
We would appreciate your agency a . comment concerning .if the
proposed operation is likely to .have a significant adverse impact
to wildlife resources.
Thank you for your .assistance.
JS/cj
cc: Jerry Cook

_ North Carolina
W cffife
Resources Commission
Arcldale Building, 512 N. Salisbury Street, Raleigh,North Carolina 27611, 919.733-3391
January 7, 1986
..E -E111ED
MEMORANDUM JAN 8 M
TO: Jim Simons
LAND QUALITY SECTION
SUBJECT: Proposed Vulcan Materials Company Quarry,
Cabarrus County, North Carolina
The proposed quarry site contains excellent stands of mature hardwood
forests that would take 150 to 250 years to replace. These stands interspersed
with pine, old fields and pasture constitute excellent wildlife habitats with
diversities that allow a multitude of species to thrive. We therefore recom-
mend the following conditions to licensing:
1. A 200 ft. buffer strip be left unaltered and unused on each side
of all streams and tributaries bordering and within the quarry site.
2. The reclamation plan stipulate that tree species of the type now
existing in the area be planted as soon as feasible after product
removal and on a continuing basis during the life of the quarry
operation.
3. Effective silt and sediment control measures be employed and water
quality parameters be monitored on a continuing basis.
Don Baker, Coordinator
Habitat Conservation Program
(919) 733-7638
DB/lp
Enclosure
Jerry W. Wright,Jarvib m; Donald A.Thompson,Mount Gilead
Chairmen Vice-Chairman
Richard W.Adams,M.D,Statesville Joe Carpenter,Jr.,Fayetteville Stuart R.Paine,Southern Pines
J.C.D Bailey,Rocky Mount John C.Hamrick,Jr.,M.D.,Shelby Eugene Price,Goldsboro
Cy W. Brame,Jr.,North Wilkesboro William H.McCall,M.D.,Asheville M.VWodrow Price,Gloucester
Eddie C.Bridges,Greensboro Allan D Miles,Sc,Concord

North Caroina Department of F_rivironmerrt, Heath, and Natural
DIvision of Land Resources, (and Quality Section JAN 13 199$
MINE INSPECTION REPORT
(PERM= PANE) BY---�
1. MINE NAME />aigm-Wus elrjfo' %e 2. MINING PERMIT# :3-27
3. OPERATOR //ii ilras>Y G C 4. COUNTYZpile salt s
S. ADDRESS r-�Ae. Y w235 a s>r..i- fs.4s,. ,vc 6. PERMIT EXPIRATION DATE 4-m-46
7. Person(s) contacted at site_ 290
S. Was mine operating at time of inspection? lEM-s— ❑No 9. Pictures? ❑Yes 0'Ne,
10. Date last inspected:/ V 6 /4 v 11. Any mining since last inspection? &-Yes— ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? ❑ Yes .DNo---
If no, expl=aip:
"`'3 o t /,rr/ s.sn t,..� ism a s✓ ra F
13. Is the mine in compliance with the Reclamation Conditions o1 the Permit? tjYis ❑No
6 no, explain:
14. Did any of the above deficiencies result in offshe damage? ❑Yes ERNE If yes, describe the type
and severity of the damage:
15. Corrective measures needed andior taken:
n�.7.�i✓ .t.V..cr rr J/7 B-rr..:.f fl - j
v
16, Other recommendations and comments:, -,
i T.6_ M / v rn r/.NFn.'r✓'J.
17. Is the Annual Reclamation Report +I- map accurate? BYes El NO (Explain) ❑Not Reviewed
18. Follow-up inspection needed? SYrs ❑No Proposed date—/i/L[ ` �
19. No. of additional pages of Inspection Report�20. Copy of Report sent to.operalor !/ rY /2+
INSPECTEDBV: (date)
��z(([� DATE � / F!J S:'�
Phone No: ( 76 ) %j5�_;'-/�sFF
While copy to Me yeliow copy to operator Pink copy to Mining Specialist
sflt

a n Yl
North Carolina Department of Environmerft, Health, and NaN r -
Division of Lard Resources, land Oualily secs DEC
MINE INSPECTION REPORT sy
(PERL ED MINE) -� j
1. MINE NAME .SalPUS /3y4e0cy 2. MINING PERMfT1f /3-.z
3. OPERATOR aZe"+✓>,n lmeew& /;,. 4. COUNTY /fit RA qj
5. ADDRESS Pa box f>9z9 w.,,ra✓- I.oGt /wC �PE3R_r�AIT EXPIRATION DATE 5-;2L 9qk
7. Person(s) contacted at site T3/.w... s...,r
8. Was mine operating at time of inspection? p-Yes ❑No 9. Pictures? ❑Yes OW
10. Date last inspected:-L/ffj-9-L 11. Any mining since Iasi inspection? es ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? ❑ Yes p.No
II no, explain:
1J,�<,Y.r �� / d�.:✓ d3 Arm. ! �ir� r.�/��./' ��,�//i.er
_.fi9i.,> i1?......✓,v/J FNe�rr �1..! /2si+.�J .��' r'/J.,..s�/l/ ..'.✓
o.✓/,1.� /✓if r,v.� of r>>.� "Y' . /._,/,J:.✓ '� d/ .FL.�.,�t.7
�psS a LcJN� F .'. �1N 6'.re..`a...L A.•�r:..i /✓/l eF !'T�
.✓r(/ .✓aT /31r.1 r-/,v ,�s•T n,:-//. 4iZ,is...(/ cr�.,9a . .
13. Is the mine in compliance with the Reclamation Conditions of the Pennil? Mile ❑No
It no, explain:
14. Did any of the above deficiencies result In offslte damage? ❑Yes CWo If yes, describe the type
and severity o1 the damage:
15. Corrective measures needed and/or taken: ra�c
1.PiJ,..;s.,.��.�..� !ems /l�y,ia✓> rs J,,....v iJ..r..✓ a.,. ,//�t 2.r
-/!rY R'r/lr �N��✓ oN +/iy 6 >;,u'>�iJ J.Alf 6� '/'Ni$ J">y-iT.
16. Other recommendations and comments:
17. Is the Annual Reclamation Report +/• map accurate? [PY'es ONO (Explain) ❑Not Reviewed
18. Follow-up inspection needed? ( res ❑N Proposed date--Z./�/�Y
19. No. of additional pagesof Inspection Report. 20. Copy of Report sent to operator it
INSPECTEDBY: %+ ,� DATE / ? / e / 9Y(data)
Phone No: (Zo �/ ) 66T-/�45 �'r - zp�
White copy to file Yellow copy M operator Pink copy to Min Mg Speparist

North Carolina Department of Natural Resources and Community Development`
Division of Land Resources, Land Quality Section 11113100
MINE INSPECTION REPORT LAW OIIAUTY SECTION
(PERMITTED MINE)
1. MINE NAME, S GJAR.t2.`t 2. MINING PERMIT rt
3. OPERATOR tlL IA ATvD.I bL.S 4. COUNTY.
-74
5. ADDRESS-.PO fiTC 1 h(I1dSTo" SALF r ��u5
8. Person (s) contacted at site S Fbpw4'
7. Was mine operating at time of ins action 7 Yes ❑ No 8. Pictures ? ❑Yes - No
9. Date last inspected: I / �'I�/2 10. Any mining since last inspection ? [3Yes ❑No
11. Is the mine in compliance with the Operating Conditions of the Permit ? ©Yea ❑ No
If no, explain:
-rt11G Inl 1/Jf1G. �.�rJor/�r� 1=c)2 e-ti� PwJ2f�Stc'J aF
ry CyW WOl 1,.L /oaJrEJt ta'f r- r
12. Is the mine in compliance with the Reclamation Conditions of the Permit? ❑ Yes ❑ No
It no, explaln:
13. Did any of the above deficiencies result in oflsite damage ? Yes ❑ No II yes, describe the type
and severity of the damage: P ISL . ( sJ�Ty h� F� OF CU .IE.L KEf.Oc4Tf or�.1
14. Corrective measures needed and I or taken F, VAJA A0.1 O P9.0 DE
DO
llaN
r
15. Other recommendations and comments: 5�. OJ raD+
r4�i'E&Ipo" Ar-0 AOVKI' l JkQ N E✓. :st ;mil
16. Is the Annual Reclamation Report+/ - map accurate 7 ❑ Yes No (Explain) ❑ Not Reviewed
17. Follow-up inspection needed? eYes ❑ No Proposed date
18. No. of additional pages of Inspection Report 0. 19. Copy of Report sent to operator�l /_/_
INSPECTED BY: �cAuecci , 'i. ea )Q )4 .�M•C49T1 ER-DATE: Z—I /da ho
Phone No: ( ) t
71inEC -
White copy to life Yelbw m fo opereror �e Ponx oopy to M(nin9 Specialist
/�J' j'7r K !�' /N�f'Q� ^A REV.89B

n�to
N011�35 etftVtiO UNV?
aa.:®
686t 3 i AOM
i 43A1313a
State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
William W. Cobey, Jr., Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
November 13 , 1989
Mr. Mike Poplin
Vulcan Materials Company
Post Office Box 4195
Winston-Salem, North Carolina 27115
subject : Cabarrus Quarry
Cabarrus County
Dear Mr. Poplin:
Attached is a copy of our report documenting an inspection
recently conducted at a mine site for which our records show you
and/or your firm to be responsible. The inspection was
performed under the provisions of North Carolina General Statute
74-56 of the Mining Act of 1971.
Please review the report carefully and note any problems or
deficiencies documented by the inspector. Furthermore, please
note any recommendations and/or specific corrective actions
required to correct any deficiencies that may be listed.
The responsibility for understanding and complying with the
terms and conditions of your mining permit and the Act lies with
you.
Please do not hesitate to contact this office if you have any
questions concerning the attached report.
Your cooperation is appreciated.
Sincerely,
COW
J�y W. Cook
Regional engineer .
Attac at
cc om Carroll
919 North Mein Street, Moortnolle, N.C. 29115 •Tdc those JDF663-I699 • FAX 7D4-663n5W0
An Equal Oppomniry Affimutive Amon Employer

North Carolina Department of Natural Resources and Community Development
Division of Land Resources, Land Oualfty Section tjnlll
Iq 411"I 1 Ntll
MINE INSPECTION REPORT 6961 To i no0
(PERMITTED MINE)
A�
1. MINE NAME r X1 2. MINING PERMIT('��319323H
3. OPERATOR J— 4. COUNTY G 6arr4.�
5. ADDRESS P.0 & W;4&ion— 7
8. Person (s) contacted at site r a
7. Was mine operating at time of Inspection ? Yes ❑ No 8. Pictures 7 Yes No
9. Date last Inspected:_2 /,�/ 10. Any mining since last inspection ? ®Yes E]No
11. Is the mine in compliance with the Operating Conditions of the Permit ? ®Yes No
If no, explain;
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? ® Yes O No
If no, explain:
13. Did any at the above deficiencies result In offsile damage ? ❑Yes Uq No If yes, describe the type
and severity of the damage:
14. Corrective measures needed and I or taken:
15. Other recommendations and comments:
G a eew e
7 AC 'a Td 3 r
r L
rD a C:cn • f
6. Is the Annual Reclamation Report+/ - map accurate ? ® Yes No ( p in) Not Reviewed
17. Follow-up Inspedlon needed? ® Yes ❑ No Proposed date
13. No. of additional pages of Inspection Report O 19. Copy of Report sent to operators/LL/_V_.
n (date)
INSPECTED BY; I j&g DATE: IV
Phone NO: (/y{) 643- �� Y9
White copy fo ' Yellow Cropy to operator Pink copy to Mining Spacialisf
fl9V.OHB

lr�,^vit
i CJ
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
William W, Cobey, Jr., Secretary
DIVISION of LAND RESOURCE
LAND QUALITY SECTION e,
February 9 , 1989
Mr. Timothy R. Knopf • �%p�,
Vulcan Materials Company
Post Office Box 4195
Winston-Salem, North Carolina 27115
Dear Mr . Knopf:
Attached is a copy of our report-documenting an inspection
recently conducted at a mine site for which. our records show yo-ur
firm to be responsible. The inspection was performed under the
provisions of North Carolina General. Statute 74-56 of the Mining .
Act of 1971.
Please review the report carefully and note any problems or
deficiencies documented by the inspector. Furthermore, please
note any recommendations and/or specific corrective actions
required to correct any deficiencies that may be listed.
. . The responsibility for understanding and complying with the
terms and .conditions. of your mining permit and the Act lies with
you.
Please do not hesitate to contact this office if you have
any questions concerning the attached report.
. Your cooperation is appreciated.
Sincerely,
_ Jerry W. Cook
Regional Engineer
cc: m Carroll
Attachment
919 Nonh Main Strtn, P.O. Box 950, Mcmas.ille, N.C. ]9115O9m a Telephone 7"3d699
An Equal OPpannniW Alfimat1w Action Einplo

Land Quality Section
1. Operator: "Icygy) MPgf 1A 1A 2. Mine Name
3. County:CAb,p 4. Is site permitted? Yes ✓No_ 5. Permit No. // 3 • 7?
6. Person(s) Contacted: GPgyz ) U/
9
7. Was mine operating at time of inspection? Yes
AM— 8. Pictures? Yea_ NoY
9. Date Last Inspected:U/yU/�da5LO. Any mining since last inspection? Yes? No_
11. If mine is not under permit cite evidence of recent mining activity:
12. Are public safety provisions in compliance with the permit? Yee_y _ No_
13. Is the mine in compliance with�tthe Operating Conditions of the permit?
Yes No� If no, explain(kleAN mrt 4; JII'AAp + L A9 j � � F
n4' P. AjJn ai- " K41 v1
4. © Se d r0 P14 k , Ar PIA'F -r
LP N1-a d � kip It AA C 1.,dN P.I �f �. i1.F n� (d�f �13� SP P.�1fA Fi II slca P(_
b�t�C i�0 yb'l (YYI'}�i .
14. Is the mine in compliance with the Reclamation Conditions of the permit?
Yes 4 No_ If no, explain:
15. Did any of the above deficiencies result in offaite sedimentation?
Yea No If yea, what measures are needed?
16. Is the Annual Reclamation Report and map accurate? Yes_X­No_ If no,
explain: rn1
17. Other recommendations and commen /� CoH Si.n uLf 1r� ¢1.0 P�tSIAy) I+ CL
ln fljoa ILP Aef PS S ,/1 nr9rX 0.:O✓m fG P. -t1.Jo Q4 i1 CY✓l f�i
To r P PJ. Ik4jnn Ldsid Alf a7p tl ,i Aodd
18. Follow—up inspection needed? Yee No_X_ Proposed date:
19.fCopy of report sent to operator?Y Yes3/Z/g6 No No. of add'1 pages_
Leif cOJ47 01f OOAI CE • .^ ✓i (date)
INSPECTED BY: S rE.AQL(,T. 1OA DATE:3_/.2_/3

State of..North Carolina
Department of Natural Resources and Community Development
Mconsvtlle Regional Office
James G. Manin, Gmernor Albert F. Hilton, Regional Manahvr
S. Thomas Rhodes, Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
July 10, 1987
NOTICE OF DEFICIENCIES OF THE MINING ACT
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
'^C
Mr. Russ Willard TOE
Vulcan Materials Company
Post office Box 495
Winston-Salem, North Carolina 27115-4195
Dear Mr. Willard:
This is to inform you of deficiencies of Mining Permit No.
13-27 issued to operate the Cabarrus Quarry.
On July 8 , 1987 , personnel of this Department inspected the
mine and the following deficiencies were noted:
A. The sediment basin labeled control basin has not been
installed.
B. Temporary Basin "B" is not adequately designed to handle
the sediment and runoff generated from the site conditions.
C. Drainage diversion Ditch "B" had not been stabilized.
D. The earth berm for the stone filter dam had not been
adequately installed.
E. Areas have been disturbed on the northeast and northwest
borders of the property, with no erosion control measures
to retain the sediment generated.
919 Noah Main Snael, PQ an M Mmmw11 . N.C. 28115{ M a Tckphone T 31b
An Egwl Opp,nuniry Affomatlw boon Ern*mr

.� Page Two
F. The disturbed areas behind the control basin, stone filter
dam, temporary filter Basin "B" , and temporary filter Basin
"A" , have no erosion control measures to prevent siltation
to the watercourse.
G. Heavy deposits of silt have been deposited to the water-
course and other off-site areas .
H. Construction entrances were not stabilized with a minimum
length of 100 ' of stone base.
The steps needed to correct these deficiencies are:
1. Install the control basin as designed per the approved plan.
2 . Properly install, using the correct dimensions, the earth
berm for the stone filter dam. The berm must be high enough
to allow the water to pass through the weir section only.
3. Remove the sediment behind the stone filter dam, temporary
basins "A" and "B" and the control basin immediately
and dispose of properly or the sediment will be deposited
into the watercourse.
4. Install the riprap in the drainage Diversion "B" as shown
on the plan.
S. Divert diversion Ditch "B" into the stone filter dam until
channel has riprap or until affected area is stabilized.
6. Install stone on all construction entrances with a minimum
of 100' length.
7. Revise the plan to show erosion control devices needed for
the site conditions and submit it to this office for
approval. -
a. Temporary Basin "B" needs to be designed to handle
the runoff and sediment generated from the current
site conditions.
b. The area disturbed in the northeast corner of the
property must have a sediment basin installed to
retain the generated sediment.
C. The disturbed area in the northwest side of the
property needs to have a filter dam designed and
installed to retain the sediment generated. The filter
dam must be located at the beginning of diversion
drainage Ditch "A" .

Page Three
The construction sequence of the approved erosion control
plan states that erosion control measures must be installed in
the initial stages of any land disturbance to prevent sediment
from discharging into adjacent surface areas, lakes, or natural
watercourses. This sequence was not followed and the measures
have not been installed as per approved plan.
Failure to correct the above deficiencies within five ( 5 )
days of receipt of this letter of deficiency will result in a
Notice of Violation being issued to Vulcan Materials Company.
If you have any questions regarding the above information,
please contact this office.
Sincerely,
G.J
Jerry W. Cook
Regional Engineer
cc: Mr . J an McLellan
Carroll
Mining Specialist

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LEGEND Vulcan Materials any
� � HORIZONTAL DATUM ARBITRARY - BASED ON NORTH
DATE OF PHOTOGRAPHY 10-19-87
N HORIZONTAL CONTROL POINT IMPROVED ROAD --- VERTICAL DATUM - MEAN SEA LEVEL
VERTICAL CONTROL POINT � DIRT ROAD -�
INDEX CONTOUR -��2310� '' BUILDING ® NATIONAL GEODETIC DATUM OF 1929
Mideast Division
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COMPILED PHOTOGRAMMETRICALLY' BY SPOT ELEVATION X � � 20o aoo
---- POLE 200 0
PILE _-_-� TREES � CS CABARRUS QUAD
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State of North Carolina fro
Department of Natural Resources and Community Development 2
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
S. Thomas Rhodes, Secretary
DIVISION OF LAND RESOURCES.
UND QUALITY SECTION
December 16, 1988
' Mr. Timothy. R. Knopf
Vuacan Materials Company
Post Office Box 4195
Winston-Salem, N.C. 271.15
Dear Ur. Kncpf:
Attached is a copy of our report documenting an inspection recently
conducted at a mine site for which our records show your firm to be responsible.
The inspection was performed under the provisions of Nortn Carolina General.
Statute 74-56 of the Mining Act of 1971.
Please review the report -carefully and note any problemsor deficiencies
documented by the:inspector. Furthermore, please note any recommendations
and/or specific corrective actions required to correct any deficiencies that
'may be listed.
The responsibility for understanding and complying with the terms and
conditions of your mining permit- and'the Act lies with you.
. . Please do not hesitate to contact this office ifyou have any questions
concerning the attached report.
Your cooperation is appreciated. .
Sincerely,
OLV u, /
Jerry W. Cook
Regional Engineer -
cc: Tom Carroll
Attachment _
919 Nonh Main street, PO. Bw 950, Moonsville. N.C. 29115a95o • Telephone 70efi63-16N
An Eqwl Opponurcy A(Brmxi a Acorn.Enmlo er

MINE INSPECTION REPORT
Land quality Section 1"
1, Operator: V1I( AA eIBLr C4, 2. Mine Name CAaA4d .S 6JAIRRe
3, County: 4. Is site permitted? Yes No_ 5. Permit No./3. 7.7
6. Person(e) Contacted:
7. Was mine operating at time of inspection? Yes_ o_ 8. Pictures? Yee_ No_✓
9. Date Last Inspected:/11MO. Any mining since last inspection? YesZNo_
11. If mine is not under permit cite evidence of recent mining activity:
i
12. Are public safety provisions in compliance with. the permit? Yesz No_
13. Is the mine in compliance with the Operating Conditions of the permit?
Yes No ✓ If no, explain:l+DdO /.f/' '!i jl- /dRlf fA GIST �TC1a s.
Atonsige 4&Ub rAAkP a2 btJ6eT DiMFI 7f INrU PI JA SrALL IGLIFAG 1LY (��
yj f/j -nJ+r� d090*'e.11)WEesior l CUa,1 LI bpnw' l!t d-Tge z-9. 'e"P5
x�faD �r oeeuS 04MPS :ro -rNr_rbE off.vFP�Mc�EP.. .
14. Is the/mine in compliance with the Reclamation Conditions of the permit?
Yes :/ No If no, explain: '.
15. Did any of the above deficiencies result in offsite sedimentation? tIlk,
,
YesZNo_ If yes, what measures are needed? skeis &)Q= At.A, r, r T +
p1rr atn.l��rut 1A4JL Uwe ad2y%& 4 filLI^trnb 02 RJ1JOFt:�iJE¢� 140
f�WRR( CDAjiilnFQ 05/nI¢ A RIP U4 Zj JA /l� iW A y4PICA .�dAJC Fi Ma
)• �M� T/ly Rio d4P
16. Is the Annual Reclamation Report and map accurate? Yes Ao_ If no,
explain:
17. Other recommendations and comments kbeC GaMP1tQ op) TIC qqD(¶o/dbG rl
es'sa. M]" M 12 � RAaeac��oal t scw pas)�k,4
�74446,F. ADVJC �;,r p �P�t�ar7D4- ky?k u)�4c.r-3 rFFT E
p&)\)L Ah4yy12 ors z.J (OuuxEb pp
18. Follow-up inspection needed? Yes�o_ Proposed date: Wydy pp I .7.•r3 f
19. Copy of report sent to operator? Yes&4/99 No No. of add'l pages_
PiAlk con,' T CA05 Scorr /z-13-99 (date)WCAOJFe Lejg)E�..
INSPECTED RY:4 AUtcp 41ef4FV7J'[�/�GEDC:21 PA/IC DATE:�Z

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MINE INSPECTION REPORT
Land Quality Section
1. Operator: 2. Mine Names'
3. County:r,&EagJS 4. Is site permitted? Yes ✓No 5. Permit No. 13- e. 7
6. Person(s) Contacted: :T—ok - l.q„1T' ����p•^� __ ,_
7. Was mine operating at time of inspection? Yesj(/No_ 8. Pictures? Yes ✓NoT
9. Date Last Inspected:!2L/IS/f10. Any mining since last inspection? Yes✓No_
11. If mine is not under permit cite evidence of recent mining activity:
12. Are public safety provisions in compliance with the permit? Yes ✓ No r „
13. Is the mine in compliance With the Operating Conditions of the permit? v'�G
Yes No v1 If no, explain: r10 n.� Z° 3 ;�Er-0%1(DE T2fSEf�
Fa4S�0 o�J
541, 2&2 Vir-sl S02)c 05_PIZ Ue4-wS 04 aew"- ,©Pgd_✓ice Rip
E>APC.►k&.00LL, S4S1�1 "S" ��,(.a1T�G A Ga,�rrrza� B45i.J
14. Is the mine in compliance with the Reclamation Conditions of the permit?
Yes__ZNo If no, explain:
15. Did any of the above deficiencies result in offsite sedimentation?
,/
Yes No If .yes, what measures are needed? ILI AQp i n o A A15oOE
�� $IIJIrr '1PLAA3 !��Ot�)IA)4 E42cGfof 4o4Z92L_ hEdIC4S ;h
eAEtni1dEA)-r W[71+IAJ 71+F- WSTALLI.£L a(P eAP C A-A+JtJELS -4—ALL
�il\c, .
16. Is the Annual Reclamation Report and map accurate? Yes✓No If no,
explain:
17. Other recommendations and comments: r.QKk2LjAJCZA*S
10E AP?2v%J,0L,
18. Follow-up inspection needed? Yes No ,/Proposed date:
19. Copy of report sent to operator? Yee L.r /_ No No. of add'l pages C�
(date)
INSPECTED )µIATE: 03 / C• 168
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• 772_20
N 9630.63 - -
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E 13,163.59
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N 6867.33
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So g x 11
753.0
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K M N 3 0 R S T U v W k v Z 4A BB - CC IDD 1 EE F GG NHU II J KK LL 'CAM NN 00 PP 00 RR 3S TT U I V W XX YY I .ZZ A E3 C D EE FI=F GGG MH II J J KKK LlL MMM N 0 PPP 0 R ' UUU YVV WW X
SHEET INDEX
LEGEND Vulcan MaterialsCo'
HORIZONTAL DATUM ARBITRARY - BASED ON NORTH
DATE OF PHOTOGRAPHY �0-19-8I HORIZONTAL CONTROL POINT �' DIRT ROAD IMPROVED ROAD -
Y_. VERTICAL DATUM - MEAN SEA LEVEL
VURTICAL CONTROL POINT NATIONAL GEODETIC DATUM OF 1929
INDEX CONTOUR �� 23/0� BUILDING 0 Mideast Div/8/On
INTERMEDIATE CONTOUR LOCATED OBJECT
DEPRESSION CONTOUR 0 FENCE - - - -- -- 1
CABARRU
COMPILED PHOTOGRAMMETRICALLY BY x
- SFOT ELEVATION 23/2.5 POLE zoo 0_ zoo ♦oo
PI _E --- TREES � ' E_ �� `
BELL MAPPING COMPANY - DENVER COLO. - - SCALE 1'=200' Site piantM111er,Br
' WATER �- - - - BRUSH CONTOUR INTERVAL 5
11-4-87
r REV: 6-1-88

f
State of North Carolina
Department of Natural Resources S Community Development
Division of Land Resources BAN O
Land Quality Section `AND 91987,
A N N U A L R E C L A M A T I O N R E P O R T 004UTY, c Tla,,
"The mine operator shall, by February 1 of each year during the life of the permitted operation,
and within 30 days of completion or termination of mining on an area under permit, file with
the Department a mining reclamation report on a form prescribed by the Department."
Regulation No. 5B.0010 The Mining Act of 1971
Name of Mine CA6A0QUS 000,9. Y Permit Number 15 - P1
County (. ARP.QILUS Telephone
Name of Company VULCAN MATERIALS CeQfAPA1a�C
Mailing Address P,O. Pay, 4195 W,NSTtlN - SALON N. C. ?- 11M - 4t9S
1. If mine is now inactive, indicate date of termination of mining. Date
2. Indicate new acreage affected by mining in last 12 months.
(a) Tailings ponda O Acres
(b) Stockpiles O Acres
(c) Waste Piles O Acres
(d) Mine Excavation O Acres
TOTAL D Acres
3. Estimate the new acreage to be affected by mining in the next 12 months, p
4. Describe measures taken for erosion control:
WE U 5 E EROSION CONTROL_ PRACY I C.ES INCLum1NG BUT NOT
LIMITED To Tmnsr STA?ED IN THE ANO ROOK 11 CiusDE F01L
SEDIMENT" CONTROL old CONSTV_UCTION SITES IN IJ ORTA
C.AiLOLl9k 0AYAINED FRo.i. THE N0jtTli CP.Y-OL%NN
I�EOART MERj' OF tI ATUw.At_ RE.S O02C.ES AND COtn N.VN ITY
DEVELOPMENT
5. Indicate amount of reclamation carried out in last 12 months.
(a) Tailings Ponds O Acres (c) Waste Piles n Acres
(b) Stockpiles O Acres (d) Mine
Excavation Q Acres
(CONTINUED ON REVERSE SIDE)

6. Describe reclamation carried out in last 12 months,
w p L@ ( EAQTNBCx BEtI AAS RE W EEDaD Tx
A L MA wrymwaGn <®ED M%x
i
Signature of person responsible for reelemetionD,Y C -: :C..evr�
Title M:.uxt.4 Exo�aexw.ewtw� .Spet:A��ST
- Date
.Complete eiu( return to:
S 5 .quality section'
Department of Natural Resources d Co®uaity Development
P. 0. Pox 27687
Raleigh, North Carolina 27611

E 9,000 E 10,000 E 11,000 E 12,000 E 13,000 - E 14, 000 E 15,000 E 16,000
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SHEET INDEX
LEGEND Vulcan Materials Company
HORIZONTAL DATUM ARBITRARY - BASED ON NORTH
37 HORIZONTAL CONTROL POINT IMPROVED ROAD ---__ VERTICAL DATUM - MEAN SEA LEVEL
VERTICAL CONTROL POINT DIRT ROAD NATIONAL GEODETIC DATUM OF 1929
INDEX CONTOUR ��2370-� BUILDING p ® Mideast D/V/$/O/�
INTERMEDIATE CONTOUR LOCATED OBJECT
DEPRESSION CONTOUR FENCE -x x- /1 A 1�1 A �1�1 �1 /'1 A �1
SPOT ELEVATION x2JI,'.5 POLE o 200 O 200 400 1 _HK L� RRU - 1 1U Ll RRY
DENVER COLO. V Vrl1 ,1 ' V VC !1
PILE --- TREES � 0
---�-, SCALE 1"=200'
WATER �- -� BRUSHw CONTOUR INTERVAL 5'
SHEET I OF

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State of North Carolina
Department of Natural Resources t Camunity Developtent n
Division of Lard Resources
Lard Quality Section o
ANNUAL RECLAMATION REPORT
North Carolina General Statutes -55 and the Mining Regulations require that
"The mine operator shall, by February 1 of each year during the life of the
permitted operation, and within 30 days of completion or termination of mining
on an area under permit, file with the Department a mining reclamation report on
a form prescribed by the Department."
PLEASE PRINT OR TYPE
Name of Mine CARA eeys County C48Aee4S Permit Number 13 - all
Name of Company/Owner VaLCAN MhTMA" CO.
Official Mailing Address Po. Box 4195 W:KSTaN• SAL6M zip Code al ,IS-41M
Telephone [phone] Check if change of address or telephone
1. (a) If mine is now inactive, when did mining stop? Date
(b) Is this stoppage permanent? Yes No.
2. List by category the total amount of new land affected by mining activities
in the 1988 calendar year and locate each area on your updated mine map.
(A) TAILINGS PONDS: I acres. (D) MINE EXCAVATION: $•.Jr acres.
(B) NASTE PILES:RWK-9 acres. (E) PIINT AREA: acres.
(C) STOCRPTLFS: •-_J 4, acres.
Check here i no new acreage affected in 1988,
3. Estimate by category the amount of new acreage to be affected by mining
activities in the 1989 calendar year and locate the outline of each area on
your updated mine map.
(A) TAILINGS PONDS: acres. (D) MEW EXCAVATION: Cn acres.
(B) WASTE PILES(Llfg� S.S' acres. (EI PLANT AREA.: Beret:.
(C) SIDCKPTT S! acres.
Check here if w new acreage is to be affected in 1989.
4. List by category the total amount of disturbed and unreclaimed land present
at this site at the end of the 1988 calendar year.
(A) TAILINGS PONDS: I acres. (D) MINE EXCAVATION: „�. . `f l3 acres.
(B) WASTE PILES: SER,p 1R acres. (E) PLANT AREA: 42.5 acres.
(C) STOCXPILES: < ,, 10 acres.
(00NTINUED ON REVERSE SIDE)
NOTE: WASIEPILES should include overburden storage/disposal areas and berms.

ti
r
5. List by category the amount of land that has been corpletely reclaimed in
1988 and is not subject to continued use in future mining related
activities. Briefly describe the reclamation work conducted and indicate
if you wish to have any of these areas released from your current bonding
requirements. Accurately locate the outline of all such areas on your
updated mine map.
(A) TAIL M PC VDS: acres. Explain:
Release RequesGM Yes No
(B) WASTE PILES: acres. Explain:
Release Requested: Yes No
(C) STOCKPILES: acres. Explain.-
Release Requested: Yes No
(D) MINE EXCAVATION: acres. Explain:
Release Requested: Yes No
(E) PLANT AREA acres. Erplain:
Release Requested: Yes No
Check here if no reclamation ccnducted in 1988.
Person responsible for reclamation (please print) :
Signature of cem).ny officer or owner: &Z�F2 G^ ��
Title: S'=/V/6
Date: - z 4 g -
Campleie, and return by February 1 two copies of this form along with two copies
of an updated mine map to:
Land Quality Section .
D-NRCD
P.O. Box 27687
Raleigh, N.C. 27611-7687
FAILURE TO FILE THIS FORM BY THE DATE SpDCIFIED MAY RESULT IN ME ASSESSMENT OF
CIVIL PENALTIES AMID COULD EVEN RESULT IN THE REVOCATION OF YOUR NOTING PEFO=.
a� _

r�
DEPARTMENT OF NATURAL RESOURCSES 6 COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG l
Sheet
Date ItL S
County
Call received _ Cell placed l�
1. Project: PIANO
2. Conversation with: U e/S5
3. Content of conversation;
ue Jed T-E�r-
kc,I L X5,r T�
gw�cQ1 l e Cal to cis (� P(,m a �l oa6
41
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Q I ID gu5s
A 4- VKat, �4,0 d LV
i5 �r(t o.,� a� J✓�t Z S!t J(X.
Filled by:

1
MENOMONIE
DEPARTMENT OF NATURAL RESOURCSES 6 COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet 2-
Date
1 ZZ
County
Call received _ Call placed_
1. Project: V
2. Conversation vith:
3, Content of conversation: uYG/.T -�I • �9a K- .
Lna -f hLo �s,��.,,�.(.�.-lF�-' d sa
p ; Q
l 98PQ H'y Nl �t� co �tln-e5i.�w-
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u ��. `_`r usCN ' o(os 'r / �. CAS-- 6( �4 e
4n��M 5 �te•J�dl T `'trb�
o., `tr e. 'S w u Bw ran o s /i
Sear o� ecl;f s Du isfC
to v "e 9 5u
t �f l Ike v u) L `e OA .e
;��e Y, (n��Dv S • 6, e vwAc`�e, Se(.mo e
lCf2.- @ai.SrLY w�eD� Lw`�¢�✓.- raiaea by: / �/

Vulcan
Materials Company
�°yo Gl . Fi
July 21, 1988 6,
J4rCfi 6
02
Mr. Tam Carroll
North Carolina Department of
Natural Resources
P. 0. Box 27687
Raleigh, NC 27611
Dear Mr. Carroll :
Please find enclosed a revision to Vulcan's Cabarrus Quarry site
plan illustrating further soil and erosion control devices required
for the proposed berm extension. These devices will be installed in
conjunction with the plan submitted in June of 1988. Design
calculations are attached for your review. If you should have any
questions , please do not hesitate to contact me,
Very truly yours,
A,�� �
Russ Willard
Senior Mining Engineer
/lnh
cc: Jerry Cook - w/attach.
G. K. Mitchell - w/o attach,
J. D. Mott - w/o attach.
J. E. Bailey - w/o attach.
MIDEAST DIVISION I P.O.BOX 4196•WINSIONSALEM,NORTH CAROLINA 2r11541195•TELEPHONE 919"/6A4 00

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the best of my knowledge. All boundary information was 1 �� �`
taken from su rve S 1 Concentric trash ask and anti vortex device t'
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Associates Engineers and Surveyors. Witness, my original \ ��
signature, registration number and seal this � \
day of � �
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WLCAN MATERIALS COMPANY �.. 1� ��� �,/ �� �•• ,•.•��.•• �2 � , 21'
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4401 NORTH PATTERSON AVENUE vi I 14I O \' ATET)
IN; C.M M.P.P PEAFo
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WINSTON SALEM, NORTH CAROLINA 27105 M - 1 _ -
3 � RIP RAP
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S. H. CARDWELL 1R._ J Its IQ / s90 ••., �� w' ANTI SEEp
G K. MITCRELL, JR. -- - - / / o ;'.. ANTI
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- v1cE PRESIDENT D.B. 510 PG. 217 i
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NORTH CAROLING OPERATIONSIj
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TYPICAL SECTION - / �� j � ,� _ 72o PE MAJkENT IP /A1V'f � °°
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-
36
YP.
1• ) �
Typical V-Shaped Waterway with Stone Center Drain E �<' ' � •`
(Shaped by Motor Patrol ) � ,
'
- SHOP Q �h°& STORAGE `
f AREA STOCKPIL QREQ_
FN;r TTLI,.EE� �.. .�....,,,, S E
NG PONDS
2.5 AC. - 7 000 GADS, Eq.
3 all
-
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6
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SCALE: 1":10'
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GROUND
• ti
wti1TE v1h1Ew 3'-5 ELEVAT1ON , 4,- Q CUR TY GATE Q
----- ------ �/RITE. PINES �'S� Sa.oB Z
To
5 �►JrI�X. _IN HEIGHT AT PLA.NTINO ? �Q
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°` ' '"' lJE1.44T g - VULCAN PROPERTY Is° S, a LANDSCAPING A'
-
s
BARRINGER TRACT 123.32 ACRES
rq"�f
I O I KAAIwM v'�fRi oG MEvIUM TRt'!=6
— Akd gll rRl*Pf,. QT elf 4VEKGCoE 11JT{:RVt.I I'1
— _ _ HARRIS TRACT 61.79 ACRES '
BEIRrM SECTION -- - AUTv►Au Dove oval evrr�vev 5ueayT'rT11re, nD�E
LAF+J PING A 3' g lu uFx.�Fr eT vlahtrl� - - - 3 �TO 6E PROVIDER 1�T EFITRAIVGE hREq ONLY
BE SECTION LANOSCAPIN6 B Ci.Ja & W $. RABBIS 4
pRI4 04.
r;, 1
�GALE� l"=10 �CAL�1"- 2O'
SHEET INDEX -- - - - - - - - - - - - - - - - --
LC/
LEGEND VulCan MaterL
N HORIZONTAL CONTROL POINT IMPROVED ROAD -- HORIZONTAL DATUM ARBITRARY - BASED ON NORTH
VERTICAL CONTROL POINT DIRT ROAD _—_� VERTICAL DATUM - MEAN SEA LEVEL
TOPO MAP
INDEX CONTOUII � 2310� BUILDING NATIONAL GEODETIC DATUM OF 1929
DATE LOCATED OBJECT INTERMEDIATE CONTOUR - -
�` El NATIONAL
A&
COMPILED PHOTOGRAMMETRICALLY BY PHOTOGRAPHY 5-14 05 DEPRESSION CONTOUR l� FENCE _
1 REVISIONS SPOT ELEVATICN x23/2.5 POLE
CUR\T ^aATF 5 85 BELL MAPPING COMPANY — DENVER, COLO. vo S 1 � FRrT SC TREES ; 1ooH` I� PILE o ,oa Zoo
EROSION CONT'QpL ' 2- 13 .bra WATER -1 BRUSH
SCALE 1T=100' �� ��
E0.o SIGN (LONTQOl,STONE PROPOSED ELEVATION - -----'`-- --
stiE pe slz 3 IO 8Cc O TOE NEW SLOPE CONTOUR INTERVAL 2'
TFo-,R A lr15 R1aPAY R.F-' t 760
10-6Co BRUSH BARRIER 1
' .r.rrrrr......r...r.r............r. RIP RAP
Onggpp.t
�-'8� BY: KNOPF

�$ C E 'IVE D
JAN 28 5686
Vulcan Materials Company LAND .QDALITY S T� 6
MIDEAST DIVISION I P. O. BOX 4195 • WINSTON-SALEM. NORTH CAROLINA 27100 TELEPHONE [phone]
GUY K. MITCHELL
VICE PRESIDENT
OPERATIONS SERVICES.AND
NORTH CAROLINA OPERATIONS
January 27, 1986
Mr. James D. Simons
Land Quality Section
Division of Land Resources
Department of Natural Resources
and Community Development
P. 0. Box 27687
Raleigh, North Carolina 27611
Dear Jim:
Earlier this week, I received a copy of the summary of the
Administrative Hearing that your Department held on December 16. 1985,
regarding our application for a mining permit for our proposed
Cabarrus County quarry site. I would like to take this opportunity to
compliment Ms. Judith Ann Robb on the accuracy with which the
proceedings of that meeting were recorded.
At the conclusion of the summary of the administrative hearing, Ms.
Robb noted that she had received for the record a position statement
that was submitted by the Poplar Tent Citizens Group (Citizens Group)
through its attorney, Mr. Samuel F. Davis, Jr. After a careful review
of that position statement in its entirety, I believe it necessary
that we respond to some of the points that were made in order to more
fairly represent the facts and set the record straight.
In its opening statements, the Citizens Group suggests that the
proposed site is not a good location for a quarry, will have an
adverse impact on land values, and that "the application should be
considered not only in light of the present residential development,
but also in light of projected residential development based on
current growth rates."(1) As you are well aware, NCGS 74-51 is not
intended to address the foregoing issues. However, I would like to
point out the following in consideration of these statements:
( 1) "Position Statement of the Poplar Tent Citizens Group in
Opposition to the Permit Application by Vulcan Materials for Crushed
Stone Quarry Located off of SR 1394, Poplar Tent Road, Cabarrus Coun-
ty," January 8, 1985, Samuel F. Davis, Jr. , Attorney.

i
I. The Zoning Board of Cabarrus County has permitted the conditional
use of ARR zoned property for the extraction of earth minerals.
Furthermore, Vulcan Materials Company received a conditional use
permit to operate a quarry on this property on November 26, 1985.
The specific charge that the Zoning Board of Adjustment faced in
that conditional use permit hearing was to determine that the
operations of the quarry:
A. Would not adversely impact "the public health, safety, and
general welfare if located where proposed and developed and
operated according to the plan as submitted. "(2)
B. Would not adversely impact "the value of contiguous property
(unless the use is a public necessity, in which case the use
need not maintain or enhance the value of contiguous
property). "(2)
C. The land use is "in compliance with the general plans for
the physical development of the County as' embodied in these
regulations or in the Comprehensive Plan, or portion there-
of, adopted by the Board of County Commissioners. "(2)
2. Furthermore, Vulcan Materials Company commissioned, at its own
expense, investigations by independent, third party experts in
the fields of residential and commercial real estate values and
land planning and use who concluded that the proposed quarry site
would have no detrimental impact on land use, value, or develop-
ment. I would certainly be glad to furnish you a copy of these
reports if you wish.
The Citizens Group also stated that, "The density of population and
the density of travel of these public roads (Poplar Tent and Odell
School Roads) increase the risk of substantial physical hazard from
quarry operations." ( 1) As stated earlier, the Cabarrus County Zoning
Board of Adjustments determined on November 26, 1985, that the opera-
tion of the quarry would not adversely impact the public health,
safety, and general welfare. Further, as you are well aware, Vulcan
(1) "Position Statement of the Poplar Tent Citizens Group in
Opposition to the Permit Application by Vulcan Materials for Crushed
Stone Quarry Located off of SR 1394, Poplar Tent Road, Cabarrus Coun-
ty," January 8, 1985, Samuel F. Davis, Jr. , Attorney.
(2) "Section 9 Conditional Uses," p. 95, Zoning Ordinance of
Cabarrus County, North Carolina.
2

Materials Company conducts many of its quarry operations in North
Carolina (and Virginia) in areas of substantially higher population
density than surrounds the proposed Cabarrus County site. Finally, as
regards the concern over school bus traffic that is reported by the
Citizens Group to traverse Poplar Tent and Odell School Roads, as you
are- well aware, Vulcan operates several facilities in close proximity
to school systems without any adverse effect on public safety. In
fact, the entrance to our Smith Grove Quarry on Farmington Road in
Davie County is directly across from the entrance to the North Davie
Junior High School . There has been no adverse effect on public safety
or general welfare as a result of that relationship.
The Citizens Group also made several statements concerning the effect
that the quarry operation might have on ground water and surface water
quality:
1. "The residents are concerned that the operations will lower the
water table which will dry up the more shallow wells in the area.
Also, wells dependent upon suction pumps would no longer func-
tion. "(1) At the Administrative Hearing on December 16,
1985, we submitted for the record a report authored by
Mr. Harry E. LeGrand entitled "Ground Water Conditions in the
Vicinity of the Proposed Vulcan Quarry Near Poplar Tent,
Cabarrus County. " Mr. LeGrand is a nationally recognized expert
in the field of hydrogeology and was commissioned by Vulcan to
conduct an independent study of the impact of proposed quarry
operations on the aforementioned subject. On page 7 of his
report, Mr. LeGrand states, "After reviewing all factors re-
lating to the occurrence and movement of ground water in the
region, I conclude that the proposed quarry operation should not
affect the yields of neighboring wells."
2. The Citizens Group also states a concern that "blasting opera-
tions in the rock formations could alter and close fractures in
the rock presently supplying existing wells and also increase
sedimentation and concentration of minerals in the water. It
is believed that vibrations from blasting could agitate these
mineral deposits and increase the rate of their absorption into
the ground water. "(1) In his report, Mr. LeGrand states on
page 7 that, "Scientific studies by other persons and my own
observations indicate that blasting does not affect the quanti-
ty or quality (emphasis added) of water in neighborhood
wells.
AI) "Position Statement of the Poplar Tent Citizens Group in
Opposition to the Permit Application by Vulcan Materials for Crushed
Stone Quarry located off of SR 1394, Poplar Tent Road, Cabarrus
County," January 8, 1985, Samuel F. Davis, Jr. , Attorney.
3

3. The Citizens Group also stated that Mr. LeGrand's "report is
general in nature and does not address specific conditions at
this site. "(1) I would like to point out that in his affi-
davit submitted to the Cabarrus County Zoning Board of Adjust-
ments that accompanied his report, Mr. LeGrand stated under
oath that, "I thoroughly examined the proposed quarry site and
the surrounding community in October of 1985 and investigated
all available data on the proposed quarry site and the commu-
nity. That I examined the site plan and operation plan for the
proposed quarry site. " Further, I would like to point out that
on page 2 of Mr. LeGrand's report, he stated, "I visited the
site and surrounding area on October 7 and November 21, 1985,
for more specific field investigation (emphasis added) . "
4. The Citizens Group statement questioned the efficacy of the
procedural aspects of Mr. LeGrand' s study. Again, I would
like to point out that Mr. LeGrand is a nationally renowned
expert in the field of hydrogeology. Further, Mr. LeGrand's
study was conducted using generally accepted principles of
hydrogeology and was performed using prudent engineering prac-
tice.
5. The Citizen' s Group also states that, "The burden should be
upon Vulcan to establish that these standards (for ground
water quality) will not be violated. "(1) I submit that
Mr. LeGrand's report establishes that the proposed quarry
operations will not violate the standards that govern ground
water quality.
Finally, the Citizens Group stated that, "It is also believed that
Vulcan did not make a reasonable effort to notify all owners of record
of adjoining land. The Poplar Tent Citizens Group has been informed
that two adjoining landowners did not receive notice. They are Harris
S. Caldwell , Trustee Under Will , P. 0. Box 67, Summerville, Georgia
30747, who owns parcel #1981 containing 250. 19 acres; and ronald (sic)
Michael McCorkle, 149 Cessna Road, Concord, North Carolina 28015, who
owns parcel #3865 as shown on the attached map. "(1) In response
to these statements, I would like to submit the following for your
review:
(1) "Position Statement of the Poplar Tent Citizens Group in
Opposition to the Permit Application by Vulcan Materials for Crushed
Stone Quarry located off of SR 1394, Poplar Tent Road, Cabarrus
County," January 8, 1985, Samuel F. Davis; Jr. , Attorney.
4

1. A xerox copy of a certified mail receipt addressed to Mr. S.
Harris Caldwell , P. 0. Box 67, Summerville, Georgia 30747,
that was signed as received on November 6, 1985. I have also
enclosed a xerox copy of the Affidavit of Notification, duly
notarized, that was attached to our Mining Permit Application
that states that Mr. Caldwell was duly notified.
2. A survey of the Vulcan property and adjacent property owners,
performed by a registered land surveyor, duly notarized, that
depicts the fact that the aforementioned Mr. McCorkle is not
an adjacent landowner.
In conclusion, I would like to thank you for the opportunity to set
the record straight concerning certain statements made in the Poplar
Tent Citizens Group Position Statement. I believe that the facts in
this matter clearly demonstrate that Vulcan Materials Company has more
than met every requirement under NCGS 74-51 to entitle us to obtain a
mining permit for the proposed Cabarrus County quarry site. Further,
I believe that we have acted in an ethical , responsible manner that is
consistent with Vulcan's philosophy to be a responsible corporate
member of the communities in which we operate. Finally, I believe that
the Department of Natural Resources and Community Development's ex-
perience with our Company supports this position.
I would like to thank you for your consideration in this matter.
Very truly yours,
Guy K. Mitchell , Jr.
GKM,Jr:ps
Enclosures
cc: R. L. Mayville (without enclosures)
J. E. Bailey It "
D. A. Meyer 16
J. L. Simmons it "'
W. Alexander "
L. Davis
File: GKM-105 (with enclosures)
5

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AFFIDAVIT OF NOTIFICATION
I, Russell B. Willard an applicant, or an agent, or employee of an applicant,
a Mining Permit from the N.C. Department of Natural Resources and Community Develop-
,t, being first duly sworn, do hereby attest that the following are known owners, both
private and public, of the land adjoining the proposed mining site and that notice of the
pending application has been caused to be mailed, by certified or registered mall, to said
owners at their address shown below, such notice being given on a form provided by the
Department:
(Name) (Address)
Charles ..]. Harris P. O. Box 745 . Graham . Nf 979RI
W. S . Harris, Jr. P. O. Box 345 , Graham, NC 27253
J. L. Benton P. 0. Box 8094. Charlotte , NC 28208
(Attach additional list If necessary)
I do also attest that the following 1s 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 "used to be mailed, by certified or registered mail,
to said office at the following address:
(Name) (Address)
Charles McGulness P. O. Box 707 , Concord , NC 28025
County Manager
The above attestation was made by me while under oath to provide proof satisfactory
the Department that a reasonable effort has been made to notify the owners of record cf
,as adjoining land and the chief administrative officer of the county or municipality in
compliance with N.C.G.S. 74-50 and 15 N.C.A.C. 5 B .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.
Dace Signature
If person executing Affidavit is an agent or employee of an applicant, provide
the following information: (Name of applicant) Russell B. Willard
title of person executing Affidavitl Senior Mining Engineer
l
a Notary Publi of the County of ' T % � 5 _
State of North Carolina, do hereby certify that j� < <o/./ _ K
personally appeared before me this 'day and underoath acknowledged that the above. .
Affidavit was made by him. -
l mess my hand and notarial seal, this _'-1= day of
19 goo
Notary - �
//,^� // sue 00HAtHAN
My Commission expires: ( ,Lit Mr comoiisrioa e.p�rce
"V7 e
County at Stakes
0
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AFFIDAVIT OF NOTIFICATION
NAMES AND ADDRESSES C0NTINUED
C. B. Brumley Heirs 413 Goodman, Road, Concord, NC 28025
Cedar Grove Presbyterian Church Odell School Road, Concord, NC 28025
Carter B. Fisher 133 Odell School Road, Concord, NC 28025
Mildred J. Fisher 256 Odell School Road, Concord, NC 28025
Gallant C. Miller 178 Cessna Road, Concord, NC 28025
S. Harris Caldwell, Jr. , Trustee U/W P. 0. Box 67, Summerville, GA 30747
W. D. Brumley, Jr. 424 Goodman Road, Concord, NC 28025
f
C

State of North Carolina
Department of Natural Resources and Community Development
Division of land Resources
512 North Salisbury Street a Raleigh, North Carolina 276n
James G Martin, Governor January 29, 1986 Stephen G. Conrad
S. Thomas Rhodes, Secretary Director
Mr. Guy K. Mitchell, Vice President
Vulcan Materials Company
P.O. Box 4195
Winston Salem, North Carolina 27105
Dear Mr. Mitchell:
Thank you for your letter of January 27, 1986 responding to the 'Position
Statement of the Poplar Tent Citizens Croup, Cabarms County."
You are quite correct in that questions concerning land use and property values
do not fall within C.S. 74-51 of The Mining Act. of 1971.
Offsite impact from mine blasting and possible offsite impact to ground water
do fall within the Mining Act. We are carefully reviewing these aspects of the
proposed operation. Naturally, the statements/reports of your consultants are
considered in this review.
Concerning ratification of adjoining property owners, w2 had already received a
letter from Mr. Harris S. Caldwell indicating that he had received your notice. In
the case of the Ronald Michael McCorkle property, your enclosed map does not show his
property to be adjoining. However, a Township No. 2 sheet m. 4690 does show parcel
no. 3865 (McCorkle property) to barely adjoin on the northeast side of your site. I
am not in a position now to ascertain which survey is legally correct.
I would agree that your company has certainly tried to notify the local
residents of your mining intentions by means of mailed notices, your unofficial
public meeting, and the State held public meeting.
Some additional application clarification or additional information will be
needed for final review of the application. We are still compiling our questions,
but our general concerns now relate to ground water, berm construction, diversion of
existing onsite waterways, and erosion control. We will be outlining these concerns
1
more specifically in another letter to be sent to you soon.
Sincerely,.,
! 1
Jews D. Sim6ns, C.P.G.S. , P.E.
Mining Specialist
Land Qualicy Section
cc: Jerry Cook
1U am 27M7. N kwh. North Carolina 27611.7W ltkrlu %%733.3833
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22J FAVCTTEVILLE STREET MALL NU QU1r1117
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RALEIGH. NORTH CAROLINA 27001 c <V[ a~f
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a.,.a['OUGHT LL"D...'+II Ll .,R January 29, 1986
Mr. James Simons HAND DELIVERED
Mr, Tom Carroll
Land Quality Section
Division of Land Resources
Department of Natural Resources
and Community Development
5th Floor, Archdale Building
512 North Salisbury Street
Raleigh , North Carolina 27611
Re: Vulcan Materials Company -- Mining Permit
Application -- Cabarrus County
Dear Jim and Tom:
This letter will confirm my telephone conversation of this
morning with Tom Carroll to the effect that the alleged adjoin-
ing McCorkle property is located at 149 Cessna Road and that
Melody McCorkle of that address attended the public hearing,
according to your list of attendees . We also understand that
your list includes Virginia McCorkle and Ronnie McCorkle whose
address is 179 Odell School Road. We further understand that
the list includes several other residents of Cessna Road.
We understand that the opponents intend to submit .a report
by a hydrogeologist within the next two weeks , and we respect-
fully request the opportunity to review same and furnish such
additional material as may be necessary in light of whatever
new information is contained in the report. We plan to check
with you at regular intervals and would appreciate your giving

Mr, James D. Simons
Mr, Tom Carroll
January 29, 1986
Page 2
me a call at 828-7214 in Raleigh, should you have the
oppportunity to do so when the report is received. we would
expect to be able to make any additional material available
within two days, and request that the record be kept open for
that purpose.
Thank you.
Yours sincerely,
E. Lawrence Davis , III
ELD:rjt
cc: Mr. Guy K. Mitchell, Jr.
Mideast Division
Vulcan Materials Company
P. 0. Box 4195
Winston-Salem, North Carolina 27105
William G. Alexander, Esq.
Alexander and Brown
90 Church Street , N.W.
Concord, North Carolina 28025

WILLIAMS, Boo ER,GRADY, DAVIS 6 TUTTLE, P. A.
JOHN Nua ATTORNEYS AT LAW ONws N.
GRADY
JOHN P'ZOGER.im. P. O.Box BIO 14 13"TE T
CONCORD, NORTH CAROLINA 2e020-0e10 A?g JR
E 147 UNION STAIMT sourm
CONCOPO.NORTN <MOLINDODDS )Oe NiwN ROAD
NNNPOUB,NORTN ORA NA 2eoai
TCLCPNON[ )W/)0E-N)] TELEPHONE [phone]s7
(De�vent
January 8, 1986
�Ms. Judy RobbOffice of Administrative HearingsDepartment of Natural Resources and Community
P. O. Box 27687N
Raleigh, North Carolina 27611
RE: Vulcan Materials
Cabarrus County
Dear Ms. Robb:
Enclosed is a Position Statement of the Poplar Tent Citizens Group
in Opposition to the Permit Application by. Vulcan. Materials for Crushed Stone
Quarry Located off of SR 1394, Poplar Tent Road, Cabarrus County. Your
attention to this information will , be sincerely appreciated. .
Very truly yours,
Samuel F. Davis, Jr.
SFJDR/jaf
enclosures

POSITION STATEMENT OF THE POPLAR TENT CITIZENS GR
IN OPPOSITION TO THE PERMIT APPLICATION BY VULCAN M LS
FOR CRUSHED STONE QUARRY LOCATED OFF OF SR
POPLAR TENT ROAD, CABARRUS COUNTY Q� 0
TO: Land Quality Section, Division of Land Resources,
North Carolina Department of Natural Resources
and Community Development
The Poplar Tent Citizens Group opposes the subject application on the following
grounds set forth in G.S. 74-51:
(a) The operation will violate standards of air quality, surface water quality, or
ground water quality which have been promulgated by the Department of Natural Resources
and Community Development; and
(b) The operation will constitute a substantial physical hazard to neighboring
dwelling houses, a church, and a public road.
1. DESCRIPTION OF AREA
The area in which Vulcan Materials proposes to conduct its mining operations is
not suitable for a crushed stone quarry. The very factors which make the location attractive
to Vulcan are the same factors which contribute to the grounds for denial of the permit
under G.S. 74-51.
The proposed quarry site is located at the intersection of Poplar Tent Road and
Odell School Road and is near the interchange of Interstate Highway 85 and Poplar Tent
Road. The site's accessibility to Interstate Highway 85 offers a potentional competitve
advantage for Vulcan with regard to supplying a relatively wide market area from the site.
The area's accessibility to Interstate 85, however, also makes the area
attractive for residential development. In recent years, residential growth has been at an
accelerating rate. The area is located conveniently to new industries including Philip Morris
and companies situated in the vicinity of the University Industrial Park at the University of
North Carolina at Charlotte, such as IBM, Collins do Aikman, and others. The area is also
within convenient commuting distance of most businesses and industries in Charlotte. The

result has been tremendous residential growth. Within 1-1/4 miles of the site on the West
side of Interstate 85, there are seven (7) subdivisions. An Appendix showing the names of the
subdivisions, the date of their recording, and the number of building lots is attached. There
is also substantial residential development and growth on the East side of Interstate 85.
There are already numerous residences located in close proximity to the site as shown on the
attached map, and the Cedar Grove Baptist Church is located at the Northwest corner of the
quarry site.
Vulcan contends, although the residents do not agree, that the proposed quarry
will not have a chilling effect on land values and development. If Vulcan is correct,
popuuation growth in the area will continue. Therefore, the application should be considered
not only in light of the present residential development, but also in light of projected
residential development based upon current growth rates.
It. SUBSTANTIAL PHYSICAL HAZARD TO NEIGHBORING RESIDENCES, CHURCH, AND
SCHOOL. PUBLIC ROADS
At present, Poplar Tent Road is heavily traveled as the primary route of
transportation for residents on the West side of Interstate 85. In addition, Poplar Tent Road
is a primary school bus route. The elementary school serving this area is W.R. Odell School.
It is located at the intersection of Highway 73 and Odell School Road approximately 1.25
miles north of the quarry site. Students living in the Poplar Tent area on the East side of
Interstate 85 are transported by bus along Poplar Tent Road to Odell School Road. The
middle and high schools serving this area are Northwest Cabarrus Middle School and
Northwest Cabarrus High School which are located on the West side of Interstate 85. Buses
providing transportation to those schools also traverse Odell School Road and Poplar Tent
Road where they border the quarry site. Approximately twenty-eight (28) school busses pass
by the site daily.
The citizens of the Poplar Tent community submit that the density of population
Page 2

and the density of travel on these public roads increase the risk of substantial physical
hazard from quarry operations.
Ill. ADVERSE EFFECT ON GROUND WATER AND SURFACE WATER QUALITY
The residents of Poplar Tent community are also concerned about the effect
that the operation will have upon air quality, surface water quality, and ground water
quality. Of greatest concern is whether the operation will violate standards of ground water
quality promulgated by the Department of Natural Resources and Community Development.
As shown on the attached map of the area, there are 357 residences within 1-1/4 miles of
the quarry site. All of these residences are dependent upon well water. Some residences have
their own well while other residences rely on community well systems. As demonstrated by
the population growth, the demands on the water table are increasing. There are no plans by
Cabarrus County or other governmental agency to provide water service to this area.
The residents are concerned that the operations will lower the water table
which will dry up the more shallow wells in the area. Also, wells dependent upon suction
pumps would no longer function.
In addition to the effects of lowering the water table, the Poplar Tent residents
are also concerned that blasting operations in the rock formations could alter and close
fractures in the rock presently supplying existing wells and also increase sedimentation and
concentration of minerals in the water. Many wells in the area are in the same rock which
will be quarried by Vulcan Materials. Logically, vibrations from blasting will be transmitted
through the rock to the wells of surrounding residents. The water in this area is already
AL a n g.n.r, -
high in mineral content. Magnesium is one mineral that contributes to the poor quality of the
water for drinking. It is believed that vibrations from blasting could agitate these mineral
deposits and increase the rate of their absorption into the ground water.
The foregoing concerns have not been adequately addressed by Vulcan in its
Page 3

application.
Vulcan Materials Company has submitted a report by Harry E. LeGrand entitled,
"Ground Water Conditions in the Vicinity of the Proposed Vulcan Quarry near Poplar Tent,
Cabarrus County." It is submitted that this report is general in nature and does not address
specific conditions at this site. On its face, the conclusions regarding the site are based upon
general studies of the ground water conditions in Cabarrus County and the Piedmont Region
of the Southeastern United States. The report extracts summary statements from a report
regarding ground water conditions in the Piedmont Region of the Southeastern United States
and applies them specifically to the site in question. See page 2 of the LeGrand report.
Mr. Legrand's report does not refer to any well studies other than a few wells
in 1949 and 1950. The report states that there were more specific field investigations on
October 7, 1985 and November 21, 1985. However, it does not state whether or not there
were any well studies done or whether there were any core drillings studied as the basis for
the conclusions reached in the report. Certainly, Vulcan has done extensive drilling to
determine whether the site can be economically productive. However, none of the findings
from the core drillings were mentioned as substantiating Mr. LeGrand's report.
The burden should not be upon the residents to establish that ground water
standards will be violated. The burden should be upon Vulcan to establish that these
standards will not be violated. It is submitted that the present 'study' does not adequately'
address the proposed site and that Vulcan has not met this burden. Additional studies should
be conducted based upon currently existing wells and taking into account the number of wells
which will be required to support residential growth and development throughout the life of
the mining operations.
With regard to surface water, the quarry site is within the basin feeding the
Coddle Creek Reservoir which will be constructed to supply water for the City of Concord
Page 4

♦, LuC
, . � .., . � , �..li ql.-. , � .. r .q :.•n ins tL i.',,:. 1

r
and Cabarrus County water systems. Failure to comply with surface water standards could
potentially affect the water supply for most of Cabarrus County.
IV. LACK OF NOTICE
It is also believed that Vulcan did not make a reasonable effort to notify all
owners of record of adjoining land. The Poplar Tent Citizens GroulIll h s been informed that
"E rYl ��I q(sS bJ u.
two adjoining land owners did not receive notice. They are Harris S. Caldwell, Trustee Under
Will, P. O. Box 67, Summerville, Georgia 30747 who owns Parcel 1981 containing 250.19
acres, and ronald Michael McCorkle, 149 Cessna Road, Concord, North Carolina 28025 who
owns Parcel No. 3865 as shown on the attached map.
For the foregoing reasons, it is submitted that the proposed quarry operations
would constitute an unnecessary risk to the environment and area residents. It is therefore
requested that the application for a mining permit be denied.
Respectfully submitted,
��-��- //////,,,�����1��1////a
S ^amuelJr.
Attorney for The Poplar Tent Citizens Group
APPENDICES
Subdivision in Poplar Tent Area
Composite Tax Maps of Area
Page 5

APPENDIX
Subdivisions in Poplar Tent Area
Name Date Recorded Mai Boolx,Page # of Lots
Cox's Mill, Phase 1 5114173 14 at 75 17
Cox's Mill, Phases 2 6 3 4/20/74 15 at 30 44
Poplar Trails, Phase 1 4/9/73 14 at 73 29
Poplar Trails, Phases II & 111 1/8/75 15 at 58, 59 25
Poplar Trails, Phase 11 , Map 2 10/21 /81 19 at 9 26
Poplar Trails, Phase IV 10/22/8.3 20 at 12-15 63
Rollingwood Forest, Map 1 5/25/65 13 at 18 71
Rollingwood Forest, Map 2 1 /8/66 13 at 43 62
Twin Creeks 10/29/82 19 at 42 24
Twin Creeks, Phase 11 10/10/84 20 at 33 21
Beech Bluff, Phase 1 4/10/78 16 at 62 23
Beech Bluff, Phase 2 2/14/80 .18 at 40 24
Timberknoll 5/20/85 20 at 62 22
Freedom Acres 10/11/79 18 at 28, 29, 30 164
Freedom Acres, Map 4, Part 1 8116183 19 at 90, and
20 at 27 21
Freedom Acres, Map 5 10115/85 20 at 84, 85 43
Tay-Mor 2/25/74 15 at 24 113
Misty Wood Unrecorded 11 residences
TOTAL 803

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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, Governor Stephen G. Conrad
S. Thomas Rhodes, Secretary Director
December 12, 1985
Mr. & Mrs. Larry Kabat
119 Scalybark Trail
Concord, North Carolina 28025
Dear Mr. & Mrs. Kabat:
Thank you for your letter of December 2, 1985 concerning the proposed
Vulcan Materials Quarry.
I believe I have already sent you a copy of a public notice to be held by
the State at the Poplar Tent Church on December 16, 1985, 7:00 P.M.
We will certainly consider your concerns to the full extent within the
authority of The Mining Act of 1971.
Again, thank you for expressing your concern. I will be happy to talk with
you at the public hearing or I can be contacted at this address.
S erely.
Sames D. Simons, C.P.G.S. , P.E.
Mining Specialist
Land Quality Section
JDS/cj
cc: Jerry Cook
PO Bo, 7797, Kelcigh, Nmrh Czmgne 2751676V Tekoam 919 73 3-383 3
An Equal Opp nlry Affl flw Aabn Employer

sm�.
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, Governor Stephen G. Conrad
S. Thomas Rhodes, Secretary Director
December 12, 1985
Mr, B. Henry Taylor, Jr.
248 Blackberry Trail
Concord, NC 28025
Dear Mr. Taylor:
Thank you for your letter of November 30, 1985 concerning the proposed
Vulcan Materials Quarry.
Perhaps your coneems will be discussed at the public hearing to be held on
December 16, 1985, 7:00 P.M. at the Poplar Tent Church.
In any event, your concerns will be fully considered in light of the
authority of The Mining Act of 1971 during our review of this application.
Again, thank you for expressing your concern. Please advise if we can
provide additional information.
Sincerely,
/i�mes D. Simons, C.P.G.S. , P.E.
Mining Specialist
Land Quality Section
JDS/cj
cc: Jerry Cook
P.O Box 27W Raleigh, North Gmlina 27611-7697 Telephone [phone]
An Equal Opiaomaniry AHlrmari Acdcn Employer

CABARRUSyCOUNTY to 71�n�i
Poe£Office Box,
767' ,� , 17 Z'
Concord,,North Cmfina 28626-970
November 13, 1985 .. -
ONO QUALM . .. . .
North Carolina Department of -
Natural Resources and Community - -
Development -Division of Land Resources -
Land' Qualty Section. . - -
Post office Box276�87
Raleigh, Noith 'Carolina 27611 -
Re:. Vulcan Materials Company
Poplar Tent Road Site .
Cabarrus - County, North Carolina
Dear Sir: -
In reference to the attached notice please find the following:
The Cabarrus County Zoning Officeis aware of the'requested - - -
mining permit. At .this time Vulcan Materials Company is
applying, for a Conditional Use Permit to operate the quarry
site in Cabarrus County. ,
If the Conditional Use is granted the County will have no
problem with the issuance of the State Mining Permit.
if further information is required please advise: -
Yours truly,
I.
F. E. Isenhour,Jr.
'Zoning Administrator -
. FEIjr/Pds
Attachment -

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1 7�� 12
NOTICE
Pursuant to provisions G.S. 74-50 of The Mining Act of 1971 , notice
is hereby given that vulgar M fer als Comoanv
`t.onpany ame
has applied on Novem er 1985 to the Land Quality Section, Division
ae
of Land Resources, North Carolina Department of Natural Resources and Community
Development, P. 0. Box 27687, Raleigh, North Carolina 27611 for asurface
mining permit to commence mining of G on
� nera , re - Number
acres Located 16
North of
Mi es) (Direction) (Nearest own
near road Po ar Tent in - County.
(Road) Name of County
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 the proposed
site, and to notify the chief administrative officer of the county or municipality
in which the site is located. The property owner may file written comment(s)
within ten (10) days following receipt of this notice to the Department at the
above address. Should the Department determine that a significant public interest
exists, a public hearing will be held in accordance to the Department of Natural
Resources and Community Development, Mining, Mineral Resources Regulation -Sub-
chapter 5B, .0011 . -
Date Mailed to ddressee
Vu I
A ress o pplicant ompany
P. O. Box 4195 Winston Salpm NC
27105
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SCALE 1"= 2000'

December 9, 1985
MEMORANDUM
TO: Perry Nelson
FROM: Charles H. Gardner
SUBJECT: Proposed Vulcan Materials Company
Cabarrus Quarry
Cabarrus County
Neighboring residents have expressed concern that quarry dewatering at the
proposed Cabarrus Quarry could adversely impact their well water levels,
particularly a community well.
i am attaching a copy of the application for a mining permit, including
Location maps. We would appreciate your agency's comment on the potential
impact to the neighboring wells.
Thank you for your assistance. Please advise if we can provide additional
information.
CHG/JDS/cJ
cc: Jerry Cook

December 6, 1985
MEMORANDUM
TO: Don Baker, WRC
FROM: Jim Simons, Land Quality
SUBJECT: Proposed Vulcan Materials Company
Cabarrus Quarry, Cabarrus County
Attached for your review is a copy of the application for a
mining permit for the Cabarrus Quarry.
We would appreciate your agency's comment concerning if the
proposed operation is likely to have a significant adverse impact
to wildlife resources.
Thank you for your assistance.
JS/cj
cc: Jerry Cook

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B. Henry Taylor Jr.
248 Blackberry Trail
Concord, NC 28025
November 30,1985
Land Quality Section
NC Department of Natural. Resources and Community Development
P.O. Box 27687
Raleigh, NC 27611
Attention: Mr. Jim Simons
Vulcan Materials Company has purchased property in Cabarrus county for the
purpose of establishing a rock quarry. Others in my community and I are
concerned exactly how this quarry is going to impact the area we live in. The
proposed location is within one half mile of several subdivisions, all of
which are growing at a rate much greater than average for Cabarrus county.
All of these homes depend on wells for their drinking water; it is almost
impossible for the county to supply water to our community because of the
expense of crossing Interstate I-85. The following is a list of some of our
concerns:
* The water study used was published in 1952. We need an up-to-date
study concerning possible change to our water tables.
* Sixty trucks per hour is the estimated minimum traffic to and from the
quarry.
* Noise and vibration from the blasting will shake the windows on homes
1400 feet and beyond form the quarry.
* A resident reported that another possible quarry is being looked at
within a mile one Vulcan Materials is looking at.
* Cabarrus County's loose and ineffective zoning laws are encouraging
quarry operations in our county.
* Dust, noise, and lower property values, damage to foundations and wells
could accompany the quarry.
* The "Peace and Quiet" that has been a trade mark of our community will
be shattered forever. Cabarrus county's fastest growing residential
area will be destroyed.
I would like to request a public meeting to be held in Cabarrus county to
hopefully put a stop to the needless destruction of a beautiful community.
Any help that you can give will be gratefully appreciated.
Sincerely,
DEC IM5
B. Henry Taylor, Jr.
bht .AND QUALITY Y SECTION

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! ii 1985
;!AND QJgLITY SECTION
November 12,, 1985
N.C. Department Of Natural Resources And Community Development
Division Of Land Resourcea _
Land Quality- Section
P 0 Boa 27687
Raleigh, North Carolina 27611
Dear Sirs;
I wish to express my opposition to the surface mining permit,
requested by Vulcan Materials Company for mining granite on
185 acres located. 16 milesnorth of Charlotte near Poplar
Tent road in Cabarrus County.
My residence is. approsimatly 200 feet from the property line
of the proposed. site. I fear a significant devaluation of my
property will occur should, mining commence on the site. The.
dust and noise inevitably created by surface mining will make
my property a much lose desirable residence. The risk of an
interrupted water supply due. to a. falling water table or con-
tamination also concerns me- since I operate a nearby dairy
farm.
A mining operation in this community will result in substantial
economic losses by myself and many of my neighbors. I.
therefore, ask that you deny the permit.
Sincerely,
Carter B. Pisher

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NOV 18 05
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LAND QUALITY SECTION
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Office of Administrative Hearings
January 13, 1986
MEMORANDUM
TO: Steve Conrad, Director
Division of Land Resources
FROM: Judith Ann Robb
Office of Administrative Hearings
SUBJECT: Summary of Public Hearing held on December 16, 1985 and
written comments submitted pursuant to NCGS 74-51 and
15 NCAC 5B .0011, on the mining permit application of
Vulcan Materials Company dated October 28, 1985.
Mr. James Simons and Mr. Jerry Cook appeared for the Division of
Land Resources.
Mr. Guy Mitchell, Vice-President of Operations, appeared on behalf
of Vulcan Materials Company andowas accompanied by other company
representatives, as well as by Mr. Bill Alexander, attorney for Vulcan
Materials Company.
Ninety persons attended the public hearing and thirteen persons
requested a copy of this summary. Attendance sheets from the hearing
are attached (Intl. 1).
Subsequent to my brief opening remarks relative to the nature of
the public hearing, Mr. Simons proceeded to discuss NCGS 74-51,
specifically subsections (1)-(7) which are concerned with the criteria
of the Mining Act and which are considered by the Division in making its
determination as to whether a mining permit should be issued.
Thereafter, Mr. Guy Mitchell spoke on behalf of Vulcan Materials.
He described the site location and assured the audience that the site
would be totally enclosed by a berm which would be landscaped and would

r
absorb noise generated within the operation. He stated that
approximately 4� acres would be affected in the first year of operation
with a projected total involvement of 17 acres.
Following Mr. Mitchell's comments, he invited the audience to ask
any questions which they might have regarding Vulcan's proposed mining .
operation. It was noted that many of the residents in the audience had
previously attended meetings sponsored by Vulcan where they had the
opportunity to present their questions and concerns to the company
representatives.
The following general subject areas, more specifically discussed
below, were mentioned at the public hearing: Traffic/Road concerns,
Adverse Effect on Ground Water and Surface Water Quality, Physical
Hazards and Esthetic Concerns. Not all of the categories mentioned are
pertinent per NCGS 74-51.
I. Traffic/Road Concerns
Comments were made to the effect that the design of the entrance
would impede the visibility of the exiting trucks. Mr. Mitchell
responded by stating that the entrance design would actually enhance
said visibility. Residents are concerned that the trucks will he moving
too slowly down the road and will pose a hazard to drivers heading
toward the Interstate.
II. Adverse Effect on Ground Water and Surface Water Quality
This appeared to be the area of greatest concern to the area
residents since they are not connected to the city water system.
Questions were asked as to whether any of the other Vulcan operations
were located around wells. Mr. Mitchell indicated that Vulcan did have
other operations around wells and that there were no water problems
2

attributable to the mining activity. In support of this statement, a
letter from Mr. Harry Weiler, a planning and land development
consultant, was submitted which stated that officials in Davie and
Forsyth Counties had indicated that there had been no adverse impact on
the wells of homes located near Vulcan operations in these areas (Incl.
2) .
Many comments were directed to the quality and reliability of the
water table studies which used a 1949-1950 baseline. Mr. Harry E.
LeGrand, a consulting hydrogeologist retained by Vulcan, tried to assure
residents that the study was still valid. Mr. LeGrand's affidavit and
his report entitled "Ground Water Conditions in the Vicinity of the
proposed Vulcan Quarry Near Poplar Tent, Cabarrus County" are also
enclosed as part of this hearing summary. Mr. LeGrand reached the
conclusion that the proposed quarry operation by Vulcan would not affect
water wells in the surrounding neighborhood (Incl. 3) .
Additionally, Vulcan submitted an affidavit and report prepared by
Mr. Calvin J. Konya, a professor of mining engineering at Ohio State
University and professional blasting consultant, in which he indicated
that the blasting procedure proposed by Vulcan Materials Company would
not have an adverse effect on the neighboring wells (Incl. 4) .
Some residents inquired as to whether Vulcan would drill monitor
wells. Mr. Mitchell responded that monitor wells would "probably" be
drilled primarily to protect Vulcan in the event of a lawsuit.
In response to questions about the possible effect of the mining
activity on a nearby creek which is scheduled to be used as a drinking
source for the city of Concord, Mr. Simons explained that a NPDES. permit
would have to be issued and this situation would be monitored. Mr.
3

Mitchell added that Vulcan's discharges will be less than the levels
which currently exist under natural conditions. A NPDES summary
prepared by Vulcan was submitted to confirm this statement (Incl. 5) .
III. Physical Hazards
Comments were made which were concerned with the potential danger
to the neighborhood children resulting from the mining operation.
Questions were posed about the potential hazards posed by blasting.
Mr. Mitchell responded that the danger would be minimized since a
blasting agent was used instead of dynamite, resulting in a more
dependable, predictable blast.
Residents stated that they are worried that the blasting activity
will damage their houses, such as by causing cracks in walls and
foundations. Vulcan denied that the blasting activity would cause this
damage, due to the low level of blasts, their relative infrequency and
the distance between the activity and the potentially affected homes.
An affidavit of Mr. Philip R. Berger, a consultant in blasting
seismology retained by Vulcan, was submitted in which he stated that no
property damage will occur as a result of the proposed blasting (Incl.
6).
IV. Esthetic Concerns
A few residents stated that their property values would decline if
mining was permitted in this area which was surrounded by residential
subdivisions.
V. Other Concerns
A number of residents voiced concern that the permit application
package submitted by Vulcan will be accepted at face value by the State
without an effort to verify the information and the experts' reports by
4

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independent investigation. Many individuals expressed the feeling that
the State should be protecting their rights as citizens and should make
every effort to establish the accuracy of the claims made by Vulcan.
Mr. Simons attempted to reassure the residents that the State had
experts of its own who were capable of making an independent evaluation
of the information presented by the experts retained by Vulcan. Some
residents requested that the State return and make a presentation
similar to the earlier sessions sponsored by Vulcan.
A large number of residents have grouped together to form the
Poplar Tent Citizens Group and have retained Mr. Samuel F. Davis, Jr. ,
an attorney, to represent their interests. Mr. Davis spoke at the
hearing on behalf of the group, summarizing many of the concerns
mentioned in this report and encouraging other residents present at the
meeting to join the organization. He commented that many of the
residents felt somewhat at a disadvantage because of the relatively
short period of time in which they had to organize themselves compared
to the amount of time which Vulcan had to prepare its position.
The public hearing adjourned at approximately 10:30 p.m.
Subsequent to the meeting, a position statement was submitted by
the Poplar Tent Citizens Group through its attorney, Mr. Davis, along
with a map of the affected area (Incl. 7) . The organization emphasized
that Vulcan's application should be considered not only in light of the
current residential development, but also in light of the projected
residential development based on the present growth rates. It was
further noted that the density of daily travel on the Poplar Tent Road,
particularly by 28 school buses, posed a substantial hazard. The group
feels that the proposed mining activity will create a substantial
5

physical hazard to neighboring residences, a church and a school public
road and will have an adverse effect on ground water and surface water
quality.
Finally, the group contends that Vulcan did not make a reasonable
effort to notify all the owners of record of adjoining land as indicated
in the position statement.
6

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HARRY WEILER AND ASSOCIATES
Planning and Land Development Consultants
November 26, 1985
Mr, William. G. Alexander, Attorney
90 Church Street, N. E.
Concord,N.C. 28025
RE: Impact of quarries operated by Vulcan Materials Company
on the wells of homes located in the vicinity of the North,
East, and Smith Grove Quarries located in Davie and Forsyth
Counties, North Carolina
Dear Mr. Alexandere
As you requested, I have talked with officials in Davie and
Forsyth Counties to determine if there had been any complaints or
problems with wells in the vicinities of the North East, and
Smith Grove Quarries. The officials contacted included:
Mr. Charles Bing,. Environmental Health Section, Forsyth County
Health Department.
Mr, Buck Hall , Davie County Health Department
Mr. John Choplin,, Winston-Salem Regional Office, N.C. Department
of Natural Resources,
Mr. Choplin is personally knowledgeable about the vicnity of all
three quarries . Mr. Bing is knowledgeable about the vicinity of
the two quarries in Forsyth County and had also personally
questioned sanitarians in his agency about their knowledge of
any well problems around both quarries. Mr. Hall is familiar with
the vicinity of the Smith Grove Quarry and also personally
questioned Mr. Joe Mando, another sanitarian, about his knowledge
of any problems in the vicnity of Smith Grove.
All three agencies stated that there had not been no complaints
or problems to indicate that any of the three quarries had had -a
detrimental impact on wells in their neighborhoods.
Very truly yours,
HWA RRY WEI. L�R, I}ND ASSOCIATES
Harry ler RY/
Member, American Institute of Certified Planners
Real Estate Broker, Licensed in the state of North Carolina
633 W.Fourth St.•Winston-Salem. N.C. 27101•(9191 723-9183

Post Office Box 67
Summerville, Georgia 30747
November 9, 1985
Land Quality Section
Division of Land Resources
North Carolina Department of Natural Resources
and Community Development
P. 0. Box 27687
Raleigh, North Carolina 27611
Dear Sir:
I have been notified by Vulcan Materials Company that they have
applied to you for a surface mining permit of granite on 185 acres
located 16 miles north of Charlotte near Poplar Tent Road in
Cabarrus County on November 4, 1985.
I believe the proposed site is level with adjacent roads so any;
mining would leave a deep cavern in the property when compared to
the current road level.
As the property owner directly across the road from the proposed
site, I most seriously object to this permit application. I do
not want a cavern directly across the road from my property.
Sincerely,
S. H. Caldwell, Jr.
SHC/jc
I

NORTH CAROLINA
AFFIDAVIT
CABARRU$ COUNTY
HARRY LEGRAND, being duly sworn, deposes and says:
1 . That I am an independent Hydrogeologiat located at
331 Yadkin Drive, Raleigh, North Carolina 27609, telephone
number, 919-787-5855 .
2. That I am an expert in the field of Hydrogeology.
That my resume is attached hereto as Exhibit "A" and incorporated
herein by reference as if fully set out in this paragraph.
3. That I was commissioned by Vulcan Materials Company
as an independent expert to study the effects of the proposed
Cabarrus site on well water supplies in the Poplar Tent community.
4. That I thoroughly examined the proposed quarry site
and the surrounding community in October of 1985 and investigated
all available data on the proposed quarry site and the community.
That I examined the, site plan and operation plan for the proposed
quarry site. That previous to this study, I have made studies
on the Poplar Tent area in 1950 and 1970.
5. That my report is attached hereto as Exhibit "B" and
incorporated herein by reference as if fully set out in thin
paragraph.
Furthermore, in my professional opinion, the quarry will
have no effect on the quantity or quality of water yields in
neighboring wells.
It is my professional opinion that the rock quarry as proposed
by Vulcan Materials Company on Poplar Tent Road in Cabarrus
County Will have no effect on the subsurface water more thFah
300 feet from the pit area which for the most part is confined
to property owned by Vulcan Materials Company.
ALEXANDER AND BROWN ATTORNEYS AT LAW 00 CHURCH BT..N.E. CONCORD.N.C.2e025

This the 26th day of November , 1985. p
HarrV LeGran
Sworn to and subscribed before me,
this /the/AI d�aay` of November, 1985 .
—'0 Not e My commission expires: 9 4- go
ALrKANOER AND SHOWN • ATTORNCYO AT LAW • 90 CHURCH 0T,ME. • CONCORD,M,C.9001E

� Klw t lot
GROUND WATER CONDITIONS IN THE VICINITY OF
THE PROPOSED VULCAN QUARRY NEAR POPLAR TENT,
CABARRUS COUNTY
by
Harry E. LeGrand
Independent Hydrogeologist
This report summarizes my study and conclusions centering on the
proposed quarry site lying between Poplar Tent Road and Odell Smith Road.
The purpose of the study is to determine if the development of aquarry at
this site would have any harmful effects on well water supplies in the
surrounding area.
Three basic questions that have been asked in the past and need
attention are:
1. Will the lowering of the water level in the quarry lower the yield
or "dry up" neighborhood water wells?
2. Will a neighborhood well be contaminated by operations at the
quarry?
3. Will blasting at the quarry close a "water vein" or fracture which
feeds a water well? .
My experience with the ground-water conditions at this site extend
over a period of 36 years, covering three different types and periods of
study. In 1949 and 1950 I made a general study of the ground-water conditions
in Cabarrue and Mecklenburg Counties for the U. S. Geological Survey. This
report was published in 1952 by the N. C. Department of Conservation and

4
- 2 -
Development as Bulletin 63; a few wells in the neighborhood were studied
and the geology was mapped. in 1970 I made a general scientific study of
parts of Cabarrus County, including the Poplar Tent area and the Harrisburg
area. More recently, as a part of this particular study, I visited the
site and surrounding area on October 7 and on November 21, 1985, for
more specific field investigation.
For many years I have studied the distinctive ground-water conditions
of the Piedmont Region of the Southeastern United States and have recently
completed a report that was requested by the Geological Society of America
to be a part of a complete summary of North American Geology and Hydrology.
This report includes some key summary statements that apply specifically
to the proposed site, and I will state them simply below.
The "underground reservoir" in the area consists of two contrasting
parts: (1) the clayey and sandy soil and saprolite (weathered rock), which
underlies the surface to depths generally ranging from several feet to
several tens of feet, and (2) the underlying bedrock (see Fig. 1). In the
soil and weathered rock, water occurs between the individual mineral grains,
but in the underlying bedrock it occurs only in fractures, These fractures
generally are not evenly distributed, so that they may be an inch or two or
several feet apart. Many are .interconnected sufficiently to allow
ground water to circulate through them. In many places fracture openings
are only a fraction of an inch wide, although there is a great variation
in size of openings. The size and number of fractures appear to decrease
with depth. As a result, most ground water occurs at a depth of less than
150 feet, much of it in the saprolite and the upper 30 feet of bedrock.
Therefore, the lower limit of the "reservoir" is a thick, indefinite zone; the
top, however, is a definite though fluctuating surface--the water table.

i3' Water r
Sping
• I �/•'�•: y,,. table
Ground-water
v flow
E 0 R 0 C K
Froct urea/ I '
Figure 1 Typical subsurface cross-section in the Mountain and Piedmont
Region. Most of, the 'fractures are confined to the upper portion
- - of that bedrock cone. . The distance from-the land surface to the
top of the bedrock commonly ranges from 20 to 75 fast in this
Region -(from Reath, 1980).

r 4 r
Ground water moves slowly through the soil and fractures in the rock,
always under the influence of gravity. After percolating downward through
pore space in the soil and saprolite, ground water is restricted in circulation
to fractures in the bedrock. The water does not generally move to great
depths but instead is shunted almost laterally by tight or impermeable rocks
to discharge points along the perennial streams.
In comparison with many other ground-water producing systems (aquifers),
the area has moderately low permeability. Yields of wells drawing water
from the rock fractures average less than 35 gallons per minute, although
the range, even in local areas, is from less than one gallon per minute to
more than 150 gallons per minute. The wells are .commonly less than 250 feet.
Some shallower domestic wells, needing as little as one or two gallons per
minute, draw water from the deep .soil and saprolite.. but some of these wells
go dry when the water table reaches a seasonal low. Springs are fairly common
in small valleys hear creeks and rivers, but most of these springs yield
less than three gallons per minute.
In ideal cases the pumping of a well causes the water table to be
depressed smoothly in the shape of an inverted cone, the apex of the cone
being in the well; however, the erratic distribution of rock fractures and
the contrasting nature of permeability between rock fractures and overlying
soils cause the depressed part of -the water table to extend unevenly
around a well. Where two heavily pumped wells are within 300 feet of each
other, there may be some interference but not likely at greater distances.
A quarry is similar to a pumped well its which water drains into it from
the nearby fractures. There is no mysterious deep underground flow of
water into a quarry in the entire Piedmont region. From a pumped well the

- 5 -
depressed part of the water table rarely extends beneath a perennial stream
or beneath a hilltop to a slope on- the opposite side. Well interference is
local and there is no regional lowering of the water table because of pumping.
In the Poplar Tent and Odell School 'Area, the ground-water flow is
from beneath each hilltop to the nearest creek. For example, east of
Odell School Road the ground water flows eastward, and west of this road the
ground water flows westward. The seepage of ground water into the creek bed
during dry weather keeps the creek from going dry. The proposed quarry
cannot easily draw water from the opposite side of a hill such as those on
Odell School Road, Poplar Tent Road, and Goodman Road because the water-bearing
fractures don't continue with depth beneath these hills (see Fig. 2). The
creeks beyond the nearby ridges--those leading to Rocky River on the west
and south and those leading to Coddle Creek on the north and east--may
t _ be considered as protective barriers in the following sense. . A quarry would
have to dry up the creek before a well on the opposite side could be affected.
Throughout the Piedmont region I have never heard of a quarry drying up a
creek in an adjacent drainage basin.
Practically all quarries use well water for drinking and other purposes.
All of these wells are near the quarries. For example, Vulcan's wells at
both North Quarry and at Smith Grove are less than 300 feet from each quarry.
Everyone should be aware that recharge or replinishment of water by
rainfall to a well is local, generally within two or three acres around a
well. Rainfall is not evenly distributed during each year; during droughts,
when there is no rainfall, the water table may fall as much as 2 to 5 feet.
During that time, shallow wells that end in the soft material above the rock
may go dry temporarily. Even rock wells may decline in yield as much as
25 percent during droughts. However, a nearby quarry operation should not
be considered to be responsible for this "drought" problem that does

6 _
percent Mpecan
xx
' - oer<ent' ' Dercenl .
E f.
-" 25 Decant 'S'pemrrt
�Sb 11yyqq��d ped emdltlmP r6eiw d4eRmim d
}nemaa pu<Idluam Wa YWI4 dvaut. 'yN ulPPtad peaty
peaam wll aad w(t ta51 Of daAad Una Isa✓r wW sNa.
TM daday_a d W pnvcy d W dlpuaot typo 4 ala,ra If Pa^'
ceclae0.
a Well 250 'feet deep
Figure 2

7 -
occasionally occur. The water table is not regionally declining. In late
winter the water table is as high as it was 100 years ago.
After reviewing all factors relating to the occurrence and movement of
ground water in the region, I conclude that the proposed quarry operation
should not affect the yields of neighboring wells.
The question of possible contamination of a neighborhood well can be
answered briefly. Since water flows into the quarry rather than away from
the quarry, there is no likelihood of contamination of well water from
quarry operations.
A question occasionally asked is whether blasting in a quarry could
reduce a well yield or cause the well water to develop a color or stain.
In most cases, the stains are due to natural iron in the ground water
or to the water being slightly acid, which could lead to corrosion of pipes
�. and to yellow or blue stains on bathroom fixtures. Scientific studies
by other persons and my own observations indicate that blasting does not
affect the quantity or quality of water in neighborhood wells.
In summary, it is my professional.opinion that the proposed quarry
operation by Vulcan would not affect water wells in the surrounding
neighborhood.
Harry E. LeGrand
Certified Professional Geologist
American Institute of
Professional Geologists, No. 2719
November 25, 1985

Harry E. LeGrand Born. 5/19/17
'331 Yadkin Drive Height: 61o"
Raleigh, North Carolina 27609 Weight: 185 lbs.
Health: Excellent
Tel. : (919) 787-5855 Married; 2 sons
Degrees
University of Forth Carolina B.S. (1938) Geology
.Professional Experience
19 -57 Ground-Water Geologist, U.S. Geological Survey
1957-59 Consulting Ground-Water Geologist
1960-62 Chief, Radioactive 'Waste Section, U.S. Geological Survey
1962-74 Research hydrologist, U.S. Geological Survey
1974- Consulting Hydrogeologist
Mi.litar c erience
19 1- 5 U.S. Army; Private to Captain; European Theater of operations;
Honorable Discharge, 1945.
Scientific and Professional Societies
Fellow: geological Society of America
Member: American Geophysical Union
American Water Works Association
American Association Petroleum Geologists
Carolina Geological Society
American Association for Advancement of Science
North Carolina Academy of Science
American Water Resources Association
American Institute of Mining Engineers
National Water Well Association
International Association of Hydrogeologists
American Institute of Professional Geologists (No. 2719)
Registered Professional Geologist Georgia No. 380
Professional Activities
1957 - President: Carolina Geological Society
1958-61 Member of American Geological Institute Committee on
Professional Standards
1959 - Geoscientists lecture tour of American Geological Institute
1962 - Program Chairman of Hydrogeology Division of Geological Society
of America
1964 - President: Virginia Association of Professional Geologists
1966 - Appointed Member and Secretary of Work Group on Hydrology of
Limestone Terranes of the International Hydrological Decade
1971 - Appointed Member of Karst Hydrology Commission of International
Association of H.ydrogeologists
1972 - Chairman, U.S. National. Committee, International Association
of H,Ydrogeologists
1976 - Director, Technical Division, National Water Well Association
1977 - vice Chairman, Technical Division, National. Water Well Associ-
ation and Director of the Association
1975-83 Member, U.S. Advisory Committee on Water Data for Public Use

Professional Activities (Cont'd. )
1978-79 Vice President, National Water Well Association
1978-79 Chairman, Ground Water Technology Division, NWWA
1980- Invited by U. S. EPA to attend Workshop on Strategy to Protect
Ground Water Quality
1980-83 Member, Aquifer Protection Committee, NWWA
1980-83 Member, Commission on Protection of Ground Water, Inter-
national Association of Hydrogeologists
1982-83 Member, American Institute Professional Geologists Committee on
Hazardous Wastes Position Paper
1983- Member, National Research Council, Panel to Study Radioactive
Waste Disposal, Oak Ridge National laboratory
Listed In
American Men of Science
Who's Who in the South and Southwest
Dictionary of Intermational Biography
Award
1975 National Water Well Association - recipient of Science Award
(for being the Association member who made the moat outstanding
contribution to the science of ground water in 1975) .
Publications Resume
More than 75 publications, the most recent 30 focusing on the subjects of
waste disposal and hydrology of limestone and fractured-rock regions -
several publications have wide use as reference sources internationally
.� in universities - 10 scientific papers republished as chapters in books -
(•- - currently preparing, as co-author, a book on hydrology of limestone
f terranes. Co-author of a report entitled "Evaluation of Ground-Water
Contamination Potential from Waste Disposal Sources" (the report includes
a numerical rating system that EPA used, with modifications, for a
country-wide assessment of waste lagoons. A book (manual and master chart)
entitled "A Standardized System for Evaluating Waste-Disposal Sites,"
published in 1980.
Consulting Summary
Investigations of various landfills and waste lagoons - interference of
walla from pumping of quarries - preparation of several reports on ground-
water conditions to contractors of Environmental Protection Agency projects.
Special consultant to the Australian Hydroelectric Commission for ground-
water investigation in Tasmania in 1973 and 1977. Consultant to Corps of
Engineers on land-subsidence problem. Special Consultant to United Nations
FAO project on ground-water supplies in Greece. Conaultant to New Mexico
Environmental Evaluation Group on radioactive waste depository.
Travel Experience
Geologic and hydrologic field tripe and special studies in most of the
states of the U.S. - also individual trips and special studies in England,
France, Austria, Yugoslavia, Bahamas, Jamaica, Puerto Rico, Mexico, Greece,
and Australia.

Bibliography
Harry E. LeGrand
1
LeGrand, H. E., 1984, Ground Water and its Contamination in North Carolina /
with Reference to Waste Management: privately published, Raleigh, N. C.,
92 p.
1984, (Selected papers). In: P. E. LaMoreaux, B. M. Wilson, and
B. A. Memon (eds. ), Guide to the Hydrology of Carbonate Rocks. UNESCO,
Paris, France, p. 64-67, 131, 156-165.
. 1983, A Standardized System for Evaluating Waste-Disposal Sites,
Second edition: National Water Well Association, Worthington, Ohio, 49 p.
1983, Perspective on karat hydrology. In: W. Back and P. E.
LaHoreaux (Guest Editors), V. T. 5tringfield Symposium -- Processes in
Karst Hydrology. J. Hydrol. , 61: 343-355.
1982, Hydrogeologic issues on hazardous waste management: Ground
Water, v. 20, no. 4, p. 488-491.
. 1981, Hydrogeologic issues in risk assessment of hazardous waste
sites: In: Proceedings of a Seminar on the Risk and Decision Analysis
for Hazardous Waste Disposal by the Hazardous Materials Control Research
Institute, p. 58-65.
jLeGrand, H. E. , and Petty�ohn, W. A., 1981, Regional h dra eolo is concepts
of homoclinal flanks: Ground Water, v. 19, no. 3, p. 303-310.
Brown, H. S., and LeGrand, H. E. , 1981, Perspective on management and disposal
of hazardous wastes: Assoc. Engineering Geologist, Bull. , v. }[VIII,
no. 3, p. 231-235.
LeGrand, H. E., 1980, A standardized system for evaluating waste disposal
sites: Water Well Journal Publishing Company, 500 W. Wilson Bridge
Rd. , Worthington, Ohio, 42 p. and master chart.
. 1980, Management control plan for protecting ground grater quality:
Ground Water, v. 18, no. 1, p. 2-5.
1979, Reflections on the Ground Water Quality Symposium at Minneapolis:
Ground Water, v. 17, no. 2, p. 134-135.
. 1979, Evaluation techniques of fractured-rock hydrology. In: W. Back
and D. A. Stephenson (Guest Editors), Contemporary Hydrogeology -- The
George Burke Maxey Memorial Volume. J. Hydrol. 43: 333-346.
. 1977, Karst hydrology related to environmental sensitivity. " In:
R. R. Dilamarter and S. C. Csallany (Guest. Editors) , Hydrologic Problems
in Karst Regions. Special publication, Western Kentucky University,
Bowling Green, Kentucky., p. 10-48.

Stringfield, V. T. , LeGrand, H.E. , and LaMoreaux, P. E. , 1977, Development
of Karst and its effects on the permeability and circulation of Water
in carbonate rocks and special reference to the Southeastern States:
Geol. Survey of Alabama, Bull. 94, Part G, 68 p.
LeGrand, H. E. , Stringfield, V. E. , and LaMoreaux, P. E. , Hydrologic fea-
tures of United States Karst Regions, Reprint from Karst Hydrology
and Water Resources, proceedings of the U.S. - Yugoslavian Symposium,
Dubrovnik, June 2-7, 1975, 46 p•
LeGrand, H. E. , 1975, Ground Water supplies of the Coastal region, p. 87-101.
In: Water supply and wastewater in Coastal areas: Proc. of the South-
eastern Conf. , Water Resources Inst. , Raleigh, N.C. , 18T P.
1975, Skillful brinkmanship in ground waste management: Ground
Water, v. 13, no. 3, P. 246-250.
Stringfield, V. T. , LaMoreaux, P. E. , and LeGrand. H. E. , 1975, Karat and
paleohydrology of carbonate rock terrains in semiarid and and re-
gions Frith a comparison to humid karst of Alabama: Oeol. Survey
Alabama, Bull. 105, 106 p.
I Moreaux, P. E. , LeGrand, H. E. , and Stringfield, V. T. , 1975, Progress
of knowledge about hydroloy of carbonate racks, Chap: IV, p. 41-52.
In: Hydrogeologyy of Karstic terrains: Internat. Union of Geol.
Sciences, Series B, no. 3 (Published by Internat. Assoc. of Hydro-
geologists), 190 p. (Reprinted as Bull. 94, Part E, Geol Survey
Alabama) .
LeGrand, H. E. , and LaMoreaux, P. E. , 1975, Hydrogeology and hydrology of
Karst, Chap. 19 p. 9-19. In: Hydrogeology of Karstic terrains:
Internat. Union of Geol. Sciences, Series B, No. 3 (Published by
Internat. Assoc. of Hydrogeologists) , 190 p.
Stringfield, V.T. , and LeGrand, H. E. , 1974, Karst hydrology of northern
Yucatan Peninsula, Maxico, Cbap. 2, p. 26-77. In: Field Seminar
on Water and Carbonate Rocks of the Yucatan Peninsula, Mexico:
Guidebook for fieldtrip 2, 1974 Annual Meeting Geol. Soc. America
(Published by Nev Orleans Geol. Society) , 274 p.
LeGrand, H. E. , and Stringfield, V. T. , 1973. Karst Hydrology - A Review:
Journ. of Hydrology, v. 19. p. 1-23.
1973, Concepts of karst development in relation to interpreta-
tion of surface runoff: U.S. Geol. Survey Journ. Research, v. 1,
no. 3, P. 351-360.
LeGrand, H. E. , 1973, Hydrological and ecological problems of karst
regions: Science, v. 179, P. 859-864.

,r
3
LeGrand, H. E. , 1972, Overview of problems of mine hydrology: Soc . Mining
Engineers, AIME, Transactions , v. 252, p, 362-366.
LeGrand, H. E. , and Stringfield, V. T. , 2971, Development and distribution
of permeability in carbonate aquifers: Water Resources Research, v.
7, no. 5, p. 1284-1294 .
. 1971, Tertiary limestone aquifer system in Southeastern States:
Economic Geology, v. 66, no. 6, P. 701-709.
1971, Water levels in carbonate rock terranes: Ground Water,
v. 9, no. 3, p. 4-10.
1971, Differential erosion of carbonate-rock terranes : South-
eastern Geology, v. 13, no. 1, P. 1-17.
Davies, W. E, , and LeGrand, H. E. , 197-1 , Karst of the United States, Chap.
15, P. 467-505. In: Karst of the world, ed. by M. Herak and V. T.
Stringfield: Amsterdam, Elsevier, 551 P.
Stringfield, V. T. , and LeGrand, H. E. , 1971, Effects of karat features on
circulation of water in carbonate rocks in coastal areas: Jour. of
Hydrology, v. 14, P. 139-157• ,
LeGrand, H. E. , 1970, Movement of agricultural pollutants frith ground-
water, Chap. 22, p. 303-313. In: Agricultural Practices and Water
Quality, ed. by T. L. Willrich and G. E. Smith: Iona State Univ.
Press, 415 P.
r
1970. Comparative hydrogeology: An example of its use: Geol.
Soc. America Hull. , Y. 81, P. 1243-124 8, 2. Pigs.
1969, Potential of the ground environment for water supply and
pollution abatement, with special reference to the South Atlantic
States: Proc. of the 18th Southern water Resources and Pollution
Control Conference, NCSU, Raleigh, N.C., P. 137-145.
,,. 1969, A framework for evaluating carbonate hydrology: Proc.
of the First International Seminar for Hydrology Professors, Univ.
of Illinois, Urbana, Ill. , July 13-25, 1969, v. II, P. 887-913•
Stringfield, V. T. , and LeGrand. A. E, , 1976, Hydrology of carbonate rock
terranes--a review, with special reference to the U.S. : Jour, of
Hydrology, v. S. no. 3, P. 349-417.
1969, Relation of sea water to fresh water in carbonate rocks
in coastal areas with special reference to Florida, U.S.A. , and
Cephalonia (Kephallinia), Greece: Jour, of Hydrology, v. IX, no.
4, P. 387-404.

• 4
LeGrand, H. E. , 1968, Urban geology and waste disposal : Geotimes, July-
August, 1968s P. 23-
1968, Monitoring of changes in quality of ground water: Ground
Water, v. 6, no. 39 P. 1h-18. (Republished as a chapter in Water
Quality in a Stressed Environment (Wayne A. Pettyjohn, ad. ),Burgess
Publishing Co. , 1972, p. 122-129 ).
1967, A broad view of waste disposal in the ground: Proc . of 6th
Annual Sanitary and Water Res. Eng. Conf. , Vanderbilt University, (Repr:
Water and Sewage Works, Reference Humber, 1967s P. R-167-R-180).
1967, Ground voter of the Piedmont and Blue Ridge Provinces in
the Southeastern States: U.S. Geol. Survey Circ. 538, 11 P.
1967, Role of ground-vater contamination In water management: Am.
Water Works Assoc. Jour. , V. 59. no. 5. P. 557-565•
LeGrand, H. E. , and Stringfield, V. T. , 1966, Development of permeability
and storage in the Tertiary limestone of the Southeastern States,
U.S.A. : Internat. Assoc. of Sci. Hydrol. , v. IX, no. L, p. 61-73.
Stringfield, V. T. , and LeGrend, H. E. , 1966, Hydrology of limestone
terranes in the Coastal Plain of the Southeastern United States :
Geol. Soc. America Special Paper No. 93, 46 p.
1 LeGrand, H. E. , and Bell, Henry III, 1966, Guidebook of excursion in
Cabarrus County, N.C. , Oct. 22-23, 1966: Carolina Geol. Soc. , 39 P. ,
7 figs. (distributed by N.C. Div. Min. Res, ). -
LeGrand, H. E. , 1966, Movement of pesticides in the soil. Imo: Pesticides
and their effects on $oils and water: ASA Special Publication No. 89
Soil Sci. Soc. of America, p. 71-77.
1965, Patterns of contaminated zones of water in the ground:
Water Resources Research, V. 1, no. 1, p. 83-95.
1965, Environmental framework of ground-voter contamination:
Ground Water, v. 3. no, 29 p, 11-15. (Republished as a chapter in
Water 0uallty in a Stressed Environment (Wayne A. Petty3ohn, ed. ) ,
Burgess Publishing Co. , 1972, P. 90-98).
1964, System for evaluating the contamination potential of some
vaste sites: Am. Water Works Assoc . Jour. , V. 56, no. 8, P. 959-974•
1964, Management aspects of ground-water contamination: Jour.
Water Pollution Control Federation, v. 36, no. 9, P. 2133-1145,
196L, Hydrogeologic framework of the Gulf and Atlantic Coastal
Plain: Southeastern Geol. , v. 5, no. L, P. 177-19L.

5
Herrick , S. M. , and LeGrand, H. E. , 1964, Solution subsidence of a limestone
terrane 1n southwest Georgia: Internet. Assoc. of Sc1. Hydrol. , v. 9,
no. 2, P. 25-36.
LeGrand, B. E. , 1962, A perspective on problems in hydrogeology: Geol.
Sec. America Bull. , v. 73, P. 1147-1152.
1962, Graphic evaluation of hydrogeologlc factors in the manage-
ment of radioactive wastes , Proc. Second AEC Working Meeting. Ground
Disposal of Radioactive Wastes--Chalk River, Ontario, Canada: U.S.
Dept. of Commerce TID 76286 p. 67-76.
1961, Geology and hydrology of the Atlantic and Gulf Coastal Plains
as related to management of radioactive wastes: U.S. Geol. Survey TES
report 805, 169 P•
1962, Summary of the geology of the Atlantic Coastal Plain: Am.
Assoc. Petroleum Geologists Bull. , v. 45, no. 9. P. 1557-15T1.
1960, Geology and ground-vater resources of the Wilmington-Nev Bern
area, N. C. : N. C. Div. Water Res. and Eng. Bull. 1, 80 p.
1960, Metaphor in geomorphic expression: Jour. Geol. v. 68, no. 5,
P. 5T6-579•
. 1959. Ground water in the Piedmont province of Virginia: Virginia
Div. of Min. Resources, Virginia Minerals, v. 5. Oct. 1959, 7P• , 3 figs.
1958, Chemical character of water in the Igneous and metsmorphic
rocks of N.C. : Econ. Geol. , v. 53, no. 2, p. 178-1899 2 figs.
Fish, R. E. , LeGrand, H. E. , and Billingsley, G. A. , 1956. Water resources
of the Yadkin-Peedee River basin, North Carolina: V.S. Geol. Survey
Water-Supply Paper 1415, 115 p. , 4 pls. , 27 figs. . 9 tables.
LeGrand, H. E. . 1956, Ground-water resources in North Carolina: North
Carolina Div. Min. Res. _Bull. 69, 20 p. , 4 figs.
I.eCrand, H. E. , and Furcron, A. S. , 1956, Geology and ground-water resources
central-east Georgia: Georgia Geol. Survey Bull. 64, 174 p. , 2 pls. s
14 figs.
Le Grand, H. E. . 1955, Brackish water and its structural implication in the
Great Carolina Ridge, N.C. : Am. Assoc. Petroleum Geologists Bull. ,
v. 39, no. 10, p. 2020-2027, 6 figs.
LeGrand, H. E. , and Brown, P. M. , 1955, Guidebook of excursions in the Coastal
Plain of North Carolina, Oct. 8-9. 1955: Carolina Geol. Soc. Bull. ,
43 P• , 3 figs.

NORTH CAROLINA AFFIDAVIT
CABARRUS COUNTY
CALVIN J, KONYA, being duly sworn, deposes and says :
1 . That I am a professor of mining engineering at Ohio State
University and Manager of Technical Services for Precision Blasting
Services Inc . , a consulting and contracting company.
2 . That I am an expert in the field of blasting .
3 . That my resume is attached hereto as Exhibit A and incorporated
herein by reference as if fully set out in this paragraph.
4, That I wan commissioned by Vulcan Materials Company as an
independent expert to study the impact of blasting on
the surrounding Poplar Tent community with particular interest on
potential damage on water wells .
5. That I have thoroughly examined the site plan and operating
plan for the proposed Cabarrus site .
6. That I have examined the site itself and I am familiar with the
.� operating practice of Vulcan Materials Company.
7. That my report is attached hereto as Exhibit B and incorporated
herein by reference as if fully set out in this paragraph.
It is my professional opinion, that the blasting procedure by
Vulcan Matericals Company are safe for all surrounding neighbors
further is my professional opinion that blasting will have no
effect on neighboring water wells.
This the 26th day of November, 1985.
(JCalv1% J. Konya
G
ALEXANDER AND BROWN - ATTORNEYS AT LAW • 00 CHURCH ST-N.B. • CONCORD.H,C.28025

Sworn to and subscribed before me ,
This theday of November, 1985 .
� � Notary P� u�c--..-) -- -----
My commission expires:
ALEXANDER AND BROWN ATTORNEYS AT LAW • 90 CHURCH ST.. N.E. • CONCORD,N.C.2DO25

e
1
REPORT ON PROPOSED QUARRY
VULCAN MATERIALS COMPANY
POPLAR TENT COMMUNITY
CABARRUS COUNTY, N. C.
My name is Calvin J. Konya . I am a professor of mining
engineering at Ohio State University and Manager of Technical
Services For Precision Blasting Services Inc . , a consulting and
contracting company.
I have been working with explosives and blasting research for
20 years. I have personally done many blasting jobs and consulted
on blasting problems with numerous companies in the mining and
construction industry. Currently, I am under contract with both
Federal and State Agencies as a blasting expert. My blasting
experience involves work in Europe, Africa and Australia . A brief
resume is enclosed .
I have been asked by Vulcan Materials Mideast Division to
review the site conditions of the proposed quarry at the
intersection of Poplar Tent and Odell School Road$ to determine any
problems which could result from the blasting . For my review I
have used state and geologic maps and have personally visited and
walked the site.
From past experience I can say that Vulcan takes whatever
steps necessary to ensure that there can be no property damage from
blasting . Their blasting plans are reviewed not only by company
personal but also by independent consultants.
The blasting plan for the proposed site is sound . There is
nothing unusual about the plan; it follows good proven technical
procedures to provide complete control .
The company is well aware of the importance of limiting the
quantity of explosive used per delay period within the blast . This
minimizes vibration levels .
Initiators which offer precise blast hole timing will be used
on this site as on other Vulcan operations. precise initiator
timing, insures reproducable controlled results.
Blast vibration monitoring is used to be sure that vibration
and airblast levels are always safe . Commonly, nearby residents
are concerned about vibration effects, long term repetitive -
vibration effects, and blasting effects on water wells . I want to
briefly address these concerns.

Ground vibrations from blasting have been studied in many
countries for the past 50 years. There is no mystery concerning
the mechanism by which vibration moves through the earth. In fact,
seismic vibrations follow the basic laws of physics and are very
predictable .
The effects of blast vibrations on dwellings have been studied
by the United State Bureau of Mines, private companies and
universities in this country and comparable groups overseas for
decades. The effect of vibration and low level repetative
vibration are therefore understood and predictable . The levels at
which structural damage can occur are known and generally agreed
upon world wide.
Research was conducted at both active mines as well as in
laboratories.
The Federal Government and the State of North Carolina have
established regulations and guidelines limiting the amount of
ground vibration at dwellings. These vibration levels are
extremely conservatiye. The maximum permitted levels are at only a
fraction of the level where the most minute damage (hairline crack
extensions In plaster) can possibly occur .
Good blast design and seismic monitoring insure that Vulcan
will stay well below the state vibration limits.
Residents are often concerned about damage to water wells as a
result of blasting . Studies have shown that explosives cannot
break or fracture rock at distances of more than about 10�08et
from a blast hole . Rock breakage 30 to 40 feet away from the blast
hole is extreme and 100 feet is the outside limit. Well damage in
neighboring wells in the Poplar Tent community is therefore
impossible from blasting by Vulcan at their proposed site.
After carefull consideraton of the propose blasting procedures
an this site, I find no cause for concern .

RESUME
CALVIN J . EONYA
6990 Summers Road
Montville , Ohio 44064
( 216 ) 474-4247 ( home)
(614) 422-3837 (office)
SUMMARY 2L QUALIFICATIONS
Ph.D. Mining Engineer with master's degree in engineering
managememt. Foreign and domestic experience in both underground
and surface mining , blasting and explosives reoeareb , mining
education , industrial and contract mining research , and " '
management of consulting firm.
ACADEMIC R1(PERIRECE .. ' s
1
1985 to Present Professor of Mining Engineering , The y�
Ohio State University .
1980 to 1985 Pr of e a a or and Chairman , Miaing
Eogineeriug , and Director of the Ohio - ,""'.�
Mining and Mineral Recourses Research y
Institute .
197E to 1980 Associate Professor and Director of the
Ohio Mining and Mineral Resources - ,
Re a earth Institute and Mial a
Engineering Program Coordinator at Tho
Ohio State University , �� _
1975 to 1978 A s s o c i a t e P.r a f a a a a c of Mining
Engineering , College of Mineral and
Energy Resource a , We et Virginia
University .
April-September , Exchange Scientist with National Academy
1975 ofSciences .
Studied coal and metal mining methods in
Hungary and Poland. Procured rooearch
grant for the Mining Department at
univeroity in Miskolc , Hungary, ' Worked
with Mining Research Institute in
Hungary .
1971 to 1975 A a a i a t a a t P r o f a a a o r of M i n i u g
Engineering , School of Mines , . West
Virginia University .

1970 to 1971 Senior Research Aa9iatant , Rock
Mechanics and Explosive Research Center,
University of Missouri at Rolla .
1966 to 1970 Teaching A a s i a t a n t in Mining
Engineering , University of Missouri at
Rolla .
- I US L EXPERIENCE
1973 to Present Manager -w Technical Services, Precision
Blasting Services , Division of IDC .
fiAMi,nars and Irai.ning groarama :
Designed and instructed B I a a t e r
Training Program for Laborers Union
(ongoing ) . Designed and instructed
Training Program in Blasting for MESA ,
FHWA, and other government agencies .
Designed and instructed over 100
seminars on explosives and blasting for
the mining and construction industry.
gonsultinA Services :
E� Designed blasts and solved blasting
problems for companies in United States,,
Australia , Africa , and Europe ,
i-acluding H a 1 c o Mining , Vulcan
Materials . Woodville Lime and Chemical,
Blount Brothers , Eamak Magyar Orsag
Robanye Vallallat. Mt. lea Mines, Geupel
Construction, Green Construction, Austin
Powder , Hercules , Inc . , DuPont , and
numerous others.
$esearch •
Industris1 and' government — funded
research in mining and blasting .
Patents •
1 . Calvin J . Konya et al . . "Earth
Strata Fracturing Method ." Patent No.
4127068 , November 28, 1978.
2 . Calvin J . Konya , " E: plosive
Composition Forming No Water as a
Reaction Product During - Detonation ."
Patent No . 4233094, November 11 , 1980.
2

r
Miqce 1 janegus Duties :
Management of office , negotiation of
domestic and international contracts ,
marketing , new product research and
development .
1966 to 1973 Mining Engineering Consultant .
RESEARCH EXPERIENCE
1980 to 1981 1 . "Blasthole Depth and Stemming Height
Measuring Systems " , USBM Contract
J0208022, Principal Investigator .
2 . "Automated B 1 a a t Hole Logging and
Design" , OSM Grant No . . G 5115006 , .
Consultant .
3 . "Automated Blast Bole Logging and ,
Design" , OCRLA-10, Consultant .
1979 to 1981 4 . "Mined Land Reclamation by Biological
Reactivation" , OSM Grant No. G 5195037,
Principal Investigator .
5. "Control of Air Blast and Excessive
Ground Vibrations from Slanting by Use
of Ef f is ient Stemming", OSM Grant No. G
5195034, Principal Investigator.
1977 to 1978 6 . "In -situ Coal Liquefaction" , USBM
Contract No . J0265039 , Co -principal
Investigator .
1973 to 1974 7 . "Technological Forecast of the Coal
Extraction Process", USBM Contract 9-
0241069, Research Engineer .
1971 8. "Investigation of the Use of Shaped
Explosive Charges for Increasing the
Permeability of Coal", USBM Contract No.
60101590, Senior Research Assistant .
OTHER EXPERIENCE
1974 to Present Executive Director , Society of
Explosives Engineers :
1974 to 1976 National President , Society of
Explosives Engineers .-
1977 to 1980 Chairman , Board of Directors , Society of
Explosives Engineers .
3

1979 to Present Member , Executive Committee , Central -
Ohio Section of AIME .
EDUCATION
Ph .D . , 1972 Mining Engineering , University of
M is a a u r i at Rolla . E m p h a a is on
permeability of coal , explosives
application , shaped charge design , and
fracture propagation .
M .S . , 1970 Engineering Management , University of
Missouri at Rolla. Emphasis on finance,
marketing , personnel relations , computer
applications .
M .S .,, 1968 Mining Engineering , University of
M is a o u r i at Rolla . Emphasis on
explosives application in mining and .
construction .
B .S . , 1966 Mining Engineering , Missouri School of
(with honors ) Mines , University of Missouri at Rolla .
FKLLOWSHIPS , SCHOLARSHIPS
1975 National Academy of Sciences , Exchange
Scientist in eastern Europe for five
months .
1967 to 1970 National Defense and Education Act
Fellowship .
1965 to 1966 Donald B . M'c C I o a a Memorial Fund
Scholarship .
OTHER PERTINENT INFORMATION
Languages : Hungarian , French
Citizenship : U .S . Citizen
Registration : Eligible for registration as a Mining
Engineer .
Health: Excellent , no physical impairments .
Birthdate : June 23 , 1943 .
Marital Statue : Married , two children .
4

Professional Society of Mining Engineers , AIME .
Affiliations : Society of Explosives Engineers .
Blasting Committee ; Underground
Construction Research Council of AIME-
ASCE .
PUBLICATIONS
Technical Papers :
1 . Konya . C.J., "Spacing of Explosive Charges". M .S . Thee is
Department of Mining and Petroleum Engineering, University
of Missouri at Rolla , 1968.
2. Ash , R.L. , Konya , C.J., and Rollins , R.R., "Enhancement
Effects from Simultaneously Fired Explosive Charges".
Tranag.ctions , Society of Mining Engineers of AIKE, Vol. 244,
No . 4, December , 1969.
3 . Clark, G.B., Rollins , R.R., and Konya , G.J., "Use. of Shaped
Charges for Increasing the Permeability of Coal".
EayiSgnmeljt , University of Missouri at Rolla , October , 1971 .
4 . Konya , C .J . , "The Use of Shaped Explosive Charges to
Investigate Permeability , Penetration , and Fracture
Formation in Coal , Dolomite . and Plexiglas" . Ph..D .
dissertation , Department . of Mining and Petroleum
Engineering . University .of Missouri at Rolla , 1972.
5. Konya . C.J., and Rieke , H.H., "Dynamic Fracturing� Phenomena
in Model Materials Resulting from Shaped Charge Jet
Penetration". ggg inns Qf Dri linit A&A Rock. lie_chani"
Conference, Society of Petroleum Engineers of AIMS, Austin,
January, 1973.
6 . Konya , C.J., "Tire Effects of Joints and Bedding Planes on
Rock Blasting". jrocee.dinga aj the SecQ_nd -C-9jkEeLjAg.-e 9A
Drillipit g" Alaegina, International Society of Explosives
Specialists , Phoenix , February , 1973 .
7 . Skidmore , D.R . , and Konya , C .J. , Liquefaction Study of
Several Coals and a Concept for Underground Liquefaction.
Preprint , Coal Gasification Symposium (Chemical Abstracts,
Vol. 82, No. 75337 E , 1973) , American Chemical Society,
Division of Fuel Chemistry , Dallas , April , 1973.
8 . Konya , C.J .. "High Speed Photographic Analysis of the
Mechanics of Presplit Blasting " . QL
sx regg,technick Internationaj, Linz , Austria ( in German) .
1973 .
5

9. Konya , C .J. , "The Mechanics of Rack Breakage around a
Confined Air Gapped Explosive Charge". LL2ceedj �t�g$ QL g
HMV-1W, .1 A"ILSIs$ s e c tun 2—f Ihst Is g c s 2g lR Y f o r
Building , Budapest , Hungary, January, 1974.
10. Skidmore . D .R . , and Konya , C .J . , "Ammonium Nitrate :
Projections on its Future Availability". Praceedi.nai ,L ,tag
Fir.E.L Conference gg Bx as yes nctd 131,
q s.Ljiig Tnchni.cug,
Atlanta , 1974 .
11 . Skidmore , D .R . , and Konya , C .J . , Chemical Comminution of
Coal , Preprint , Annual Meeting , AIME , Dallas , 1974.
12. Konya . C.J., "International Blasting Conference -- Linz".
Esgph,S�ojo Qg Blasting , Vol . 10, No . 1 . 1974 .
13 . Konya , G .J . , "Priming and Boosteriag Practices " .-
P 1CSS.R&5��8$P QTB�Q
Lexington , 1974 .
14. Rieke N.H ., and Konya . C.J., "Influence of Rock Properties
on CO Laser Beam Penetration in Some Sedimentary Rocks",
GSA, 1974 .
15 . Konya, C.J., "Iaitiierung Von Groben Tiefboltrlocbladuagen".
1nLQrjijAt!qgL.-ra tag LIZ SDrengtec is 1974 jAternati jan1, WIFI ,
#r �- Linz, Austria , December , 1974.
lb . Ash, R.L., and Konya . C.J., '!Flexible Sprengungeineneve
Theorie Uber Felesprengung ". IR IRS.RLjjjjkMLjL. AL& Tgy.
$nrepatechnik 1T975 TnternationaT. � IFI , Liar, Austria ,
December , 1975 .
17 . Konya , C.J., and Foldesi , J., "As Iniciaiasi Pontok Szamanak
Meghatarozasa Ando -- Val Toltott Robbantolyukak Estes".
gpitgUy Budapest , Hungary , December , 1975 . .
18 . Konya , C.J. , and Foldesi , J. , "Priming T'echniquea Employed
at the Tallys quarry". Proceedinrza g jkC Second ConfeXen"
of Explosives &gA §14stinA Techniggj , Louisville, February,
1976 .
19 . Konya , C.J., "Proper Blasting Planning and „Techniques".
Constructor MaAazi.ne , March , . 1976 .
20. Konya . C.J., and Foldesi , J ., "A Banyafal Also Reezenek
Joveszteei Problemai Nagyatmeriju Nyujtott Toltetek
Robbantasakor". BAyasaat , Budapest , Hungary , November ,.
1976 .
21 . Konya , C.J. , and Foldesi . J . , "Kobanyaazati Robbantasok
Tervezese Nagytmeroju Nyujtott Toltetekkel". gp„jl.,Qanvag ,
Budapest , Hungary , January , 1977 .

22 . Konya , C .J . , "Blasting Procedures at Woodville Lime and
Chemical Company". Proceed inga of the Third Conference on
Ex2"Si es anA Bleating TAchpiggg, Pittsburgh, February ,
1977 .
23 . Konya , C .J . , "How to Cope with Blasting Problems in Strip
Mining" . Coal Mining and Processing , September , 1977 .
24 . Keay a , C.I. , "Good Blasting Practices Mean Money in the
Bank" , Rock Products , November , 1977 .
25 . Konya , C.J., and Davis . C.J . , "The Effects of Stemming
Consist us Retention in Blastholes". Proceedings " the
Fourth Conference " ExplosiyeR and @lasting Technique ,
Society of Explosives Engineer" , February , 1978 .
26 . Ash , H.L ., and Konya , C .J. , "Spacing : The Most Important
Problem in Blasting". ProcgAdia&s gf gift Conference gp -
Explosives AAA. Blasting Technique , February , 1979 ,
27 . Konya , C .J . , "Directional Effects of Small Diameter
Primers". Proceedings 9-L Sixth Conference 9A Explosives &ZA
Blasting Techniaue , Society of Explosivea Engr's . , Tamps , 1980 .
28 , Konya , C .J. , "Presplit Blasting : Theory and Practice",
Preprint , AIMS , Lae Vegas , 1980 .
1
29 . Ropye , C.J . , Otuonye , P .O. , and Skidmore , D.B ., "A irbleat
Reduction from Effective Blasthole Stemming", p. 145-156 ,
gyoceedings gL the Eighth (you61 -Confereace &a Explosives
and Blasting Techniques , Society of Explosive Engineers , New
Orleans , LA . , Ian . , 1982 .
30. Gozon , J. , Konya , C .J., Lukovic , S . , Lundquist , R.C. , and
0 1 a h , J . , "Mined Lend Reclamation by Biological
Reactivations ", Proceedings , Symposium of Surface Mining ,
Hydrology , Sedimentology and Reclamation , Lexington , KY .,
1982 .
31'. Otuonye , F .O. , Konya , C .J . , and Skidmore , D .R. , "Effects of
Stemming Size Distribution on Explosive Charge Confinement :
a Laboratory Study", paper number 83-181 , SHE of RIME Annual
Meeting , . Dallas , Texas , Feb . 14-18, 1983 .
32 . Otuonye , F . O . , Sk id m o r e , D . R . , and Koay a , C .J . ,
" Measurements and Predictions of Borehole Pressure
Variations in Model Blasting Systems" , Proceakiggg Qi IA1
' re Ipteraat j- SXmkg&ium gn Rock FreRmentatian ity
Blasting , Lulea , Sweden , Aug . 22-25 , 1983 ,
33 . Otuonye , F .O. , Konya , C .J . , and Skidmore , D.R. , "Effects of
Stemming Size Distribution on Explosive Charge Confinement:
A Laboratory Study", Transaccions of the, SociAj,y yi dining
Engineers 9L AIME , 1983 and Mining Engineering , 1983 .
7

34 . Lundquist , R.G . , and Konya . C .J . , "A Comparison of
Efficiency of Mechanical and Explosive Comminution" ,
PrgrI&Ailm-k 9- 2.LhL uL, Nari2 k- an 99-s.k
mechanics , Texas A&M University , 1983 .
35 . Britton . S.B., Konya , G.J . , and Skidmore , D.B., "Primary
Mechanics for Breaking Rock with Explosives". Procee inas gL
25th g mpoaium VA Rock Mec,banics , New York , 1984.
36 . Konya , C.J., Britton , R.R. . and Lukovic , S., "Removing Some
of the Mystery frow Presplit Blasting", JIg JoureAj 9�t
Expl aR iveo Bngineer.1nit ." Vol . 2 , Number 1 , Montville , 1984 .
37 . Konya , C.J., and Britton, R.R., "Explosive - Selection -- A New
Approach". Lx2rggdiagS, kI the UgyggLh Conference grs
L&2,4g,jy.-as AaA JBIAstin& xSckg�i_ Aj. Society of Explosive
Engineers . Montville , Ohio, 1985.
38. Haghighi , R.G. , and Konya , C .J . , "The Effect on Bench
Movement with Changing Blasthole Length", Proceed nge gj wig,
Eleventh Ponference Qg BxDIgai.yes agd A lag till& Tachaiaue .
Society of Explosive Engineers . Montville , Ohio , 1985. _
39 . Lundquist , B.G., and Konya , C .J . , "A Comparison of Costs of
Mechanical and Explosive Comminution". Preprint No. 85-112,
� SME-AIMS Annual Meeting , Feb . , 1985 .
t
40 . Haghighi , R.G., Konya , C.J ., and Lundquist . R.G., "Finite
Element Modeling of Rock Breakage Mechanism", PF.Qc� d�&jL RL
2&L, S_vmaosium gg hock Mechanise , Rapid City. 1985.
41 . Co-author . JgyMg.& j&ation kL ths,R use 9L Shaped Ixgjgj x
Char&LL J.Q.r Increasing, Lh& Pe�r��Rbi�.�rY 11 goal . U.S.-
Bureau of Hines . Contract No . G0. 01590, (Min--36) , 1971 .
42 . Co-author , Techno jagical Forecast 91 IhI CgAl §xt_FLALcLjon
Process , U . S . Bureau of Mines , S-0241-069 . 1974.
Books and Reports :
43 . Konya , C.J. (ed ) , L_Kgc_gedjR,& of th__ First Cnnf�g ga_cg gn
ExElosivies agd BIgetin& T_tChniue , Society of Explosives
Engineers , Atlanta , 1975 .
44. Konya , C .J. (ed ) . Lrocegdiggs oL Lhv second C.9gfexenL& qn.
E&EIRsiyee and j,%atiag Techni.ane , Society of Explosives
Engineers , Atlanta , 1975 .
45. Co--author, In—situ g.2al Li u f cti , U.S. Bureau of Mines ,
Contract No . J0265039 , 1977 .
4 6 . Konya , C .J . (e d ) , .LkS& d i ss ge of the T h i l„e d C��gr e.Hre bLL
Explosives gat Blasting Teshnzgue , West 'Virginia , Society of
Explosives Engineers , Morgantown. 1977.

47 : Konya , C .J. (ed ) , PYEQCggdings of [ he Fgnkth Conferegcg an
Explosives agd A.Japtin& Techijaie . Society , of Explosives
Engineers , Morgantown , 1978.
48 . Co-author , In -8itu Coal LLUue act gg. ERDA Contract No . EF
77-5-05-5579. 1978 .
49 . Konya , C.J. ( ed ) , procgg-dings of t tie f h, C &.teregct gg
EAkloaivga AQd B1aaxinA Teghni,gug, Society of Explosives
Engineers , Montville , Ohio . 1979 .
50. Konya , C .J . (ed ) , PLgeeedings al ,big Sixth Con exgnce gn
Eg,glosives and B astinA Ter- hn ,gjM. Society of Explosives
Engineers . Montville , Ohio , 1980.
51 . Konya , C.J. (ed ) . Pros;gP-AinSa. 2..T ..L. Ltitp.th Conferincr. za
Explosives LnA B.1ajjii_n-A TgpbUgng. Society of Explosives
Engineers , Montville , Ohio , 1981 .
52 . C o - author , H i ng_. LaHd x g c l s L t a 11 kY H i4..j88 ig8.1
t GtiXI ta.Q,r,, Office of Surface Mining , Contract No. G
5195037 , 1981 .
53 . Co -author , C2g1:,sgjL Sl f AiLb-i n s 1. E.B. $ C 1:.s3Yg G 1~QgB�
yjbratinu kj use gf � Tent gpginrx , Office of Surface
! Mining . Contract No . G 5195034, 1981 .
54 . Co -author , 131asthgle ]Depth ARA "ZLpk" geight h.easurxaA
Svsteme , USBM. Contract No . J0208022, 1981 .
55. Konya , C .J. (ed ) , Proceedings &L 1.11 giphth Coaferenee ,gg,
E 2lgaivea LDA jagtina Uchnig , Society of Explosives
Engineers , Montville , Ohio , 1982 .
56 . - Konya , C .J. , and Walter , E.J .., Chap . 6 , Blast Monitoring ,
Sur-fagg KiRiAR jXY_j Q agAtai Monitari,n& B-MA grrIAJRati0Q
Handbook , Sendlein , L.V.A. et al . , Ed . New York , Elsevier
Scientific Publishing Co . , 1983 .
57 . Konya , C .J. (ed ) . PgCgedi_q&.& of j_" Ninth CQg£grence Qom.
Exglosives aAd Bl,gstiug Technigug, Society of Explosives
Engineers . Montville , Ohio , 1983 .
58 . Konya . C.J. (ed) , Prgc edings of I a Ten& h ConfeKggcg 9i
Explosives and Blasting TechniSug, Society of Explosives
Engineers , Montville , Ohio , 1984 .
59 . Konya , C.J. (ed)., Proceedings Qf the Eley-pgt.h C gg
g.&kj sivCaa anA B as in& TtShnigug, Society of Explosives
Engineers , Montville , Ohio , 1985 .
n

REPRESENTATIVE CLIENTS
Consolidation Coal Company
United States Bureau of Mines.
Ohio Department of Natural Resources
Woodville Lime and Chemical Company
Ohio Shale Gas
Austin Powder Company
Halco Mining
Dixie Lime and Stone
Vulcan Materials
Reece Albert Incorporated
MESA
Illinois Laborers and Contractors Training Program
Martin Marietta Aggregates
Wallace Stone Plant
Hercules Powder
Western Mining Company
Green Construction Company
Morrison Knudsen Company
Foster Miller Associates
Sloan Construction
U. S. Steel
Kentucky Department of Mines .and Minerals
Ensign Bickford Company
Gulf Explosives
Monsanto
Alcoa
Ashville Contracting. Company
Trojan Powder Company
Sandia Laboratories
Nello Teer Company
U. S. Forest Service
Dames and Moore
North Carolina Dept. of Transportation
Stone & Webster Engineering
Clinchfield Railroad
Parsons Brinkerhoff Tudor - Bechtel
Talbott-Marks Company
W. M. Brode Company
Rock of Ages
Old Ben Coal Company
U. S. Navy,
Great Canadia Oil Sands, Ltd.
Southeastern Metropolitan Coal Company
Occidental Oil Shale, Inc.
St. Joe Minerals Corporation
Ingersoll Rand
River Cement
Independent Explosives Company
Pittsburg and Midway Coal Company
American Limestone Company
Sunstrand Data Control Incorporated
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NORTH CAROLINA
AFFIDAVIT
CASARRUS COUNTY
PHILIP R. BERGER, being duly sworn deposes and says ;
1 . That I am a consultant in blasting seismology. Philip R.
Berger 6 Associates , Inc . , is located in Warrendale, Pennsylvania .
2 . That I am a member of the American Institute of Professional
Geologists ; I- am an expert in the field of blasting seismology.
3 . That my resume is attached hereto as Exhibit A and incorporated
herein by reference as is fully set out in this paragraph.
4. That I was commissioned by Vulcan Materials Company as an
independent expert to study the impact of blasting on the
surrounding Poplar Tent community with particular interest on
potential damage on water wells .
5. That I have thoroughly examined the site plan and operating
plan for the proposed Cabarrus site .
S Based on visits to the proposed quarry site and my
observations on how Vulcan Materials has operated through the
years, I am confident that blasting can be conducted at this. site
in a safe manner. Specifically, my professional judgment is that
the maximum levels of ground vibration and air concussion will be
only a fraction of levels required to damage homes or constituent
parts such as foundations or plastered walls and ceilings. ' In
other Words , no damage will occur as a result of blasting .
As far as water wells are concerned, our study for the
Bureau of Mines disclosed that we could only damage wells by
blasting by shooting right into the well, physically destroying it.
In other words, no damage will occur to neighboring wells as a
result of blasting.
Finally, I also believe that Vulcan can readily conform to
the North Carolina guidelines covering blasting and to the limits
imposed on blasting by Cabarrus County.
ALExANDER AND BROWN . ATTORNEYS AT LAW . 00 CHURCH BL N.B. . CONCORD.N.C.28020 `

This the 26th day of November, 1985.
Philip . Be ger
Sworn to and subscribed before me,
this the - ~ day of November, 1985 .
a i
�T Notary Public
my commission expires: <j - L/ .<j"%
ALKKANOlR AND BROWN • ATTORNEYS AT LAW SO CHURCH ST..N.Z. CONCORD.N.C.IM25

PHILIP P. BEAGER, CPOS
Consultant in blasting Seismology
Philip R. Berger& Associates Inc
Warrendale Pennsylvania 15095
EDUCATION
A.B. Cum Lauds in General Studies(Major Fold- Physics]. Harvard College. 1949
AM. in Geophysics(Special Field-Seismology), Harvard University, 1954
PROFESSIONAL EXPERIENCE
Formed Philip R. Berger&Associates 1971; Incorporated 1977
Vibre-Tech Engineers Inc (Until 1961 The Vibration Engineering Company)
Chairmen of the Board; President Vibre-Tech Associates Inc.; 1968-1871
Vice President and Manager, Pittsburgh Area Office. 1955-1969
Meneger, Lest Associates Division 1953-1955
Lest Associates Seismological Consultants 1950-1953
Assistant to Seismologist in Charge. Harvard University, 1949-1954
q SOCIETY S COMMITTEE MEMBERSHIPS
American Institute of Professional Geologists
Certified Professional Geologist Certificate Na 1898
American Institute of Mining, Metallurgical and Petroleum Engineers
National Crushed Stone.Association
Board of Directors Manufacturers&Services Division (two terms);
Vice Chairmen(1977); Chairman(1978)
Environmental Committee
Noise&Vibration Subcommittee; First Chairman(two terms)
Public Relations Committee
Seismological Society of America
Seismological Society of America. Eastern Section
Committee on Vibrations Chairman(two terms)
Society of Explosives Engineers
REPRESENTATIVE CLIENTS
Amoco Production Company Panama Canal Company
The. Anaconda Company Pennsylvania Turnpike Commission
Bahama Cement Company Puerto Rico Water Resources Authority
Central Ohio Coal Company Tennessee Valley Authority
Duke Power Company U. S Army Corps of Engineere
E 1. du Pont do Nemous&Company U. S Bureau of Mines
S J. Groves& Sons Company United States Steel Corporation
National Aeronautics&Space Administration Vulcan Materials Company