14-01_1_Redacted

;� NORTH CAROLINA DEPARTMENT OF
zY �, ~ ENVIRONMENT AND NATURAL RESOURCES
".•l �.' r,S�
-'.-1r• -- ` DIVISION OF LAND RESOURCES
w A�
ZNCDENR
July 31 , 1998
JAMES B.HUNTJR.
GpVERNOR , Mr. Rodney Henkel
7R. Mr. David Woodard
Medusa Aggregates Company
P.O. Box 1795
wAYNEnncoEV1TT Lenoir, North Carolina 28645
SECRETARY
� RE: Mining Permit No. 14-01
Lenoir Quarry
ei+ARt Es H.GARbNER Caldwell County
P.G.,P.E.DIRECTOR Catawba River Basin
AND STATE GEOLOGIST
Dear Messrs. Henkel and Woodard:
- Your recent request to have the above referenced mining
permit modified has been approved. The modification is to increase
the permitted acreage at this site to 290 acres and the affected
acreage to 88.3 acres, which includes 9.1 additional acres for use as
an overburden stockpile area, as indicated on the mine maps last
revised June 30, 1998. This modification also includes the
supplemental erosion and sediment control measures for the
overburden disposal area and the supplemental information received
by the Land Quality section on July 9, 1998. Lastly, this modification
r ' 7. ' approves your request to clarify the modification issued June 21 ,
1996 to allow either the relocation of an existing asphalt plant or the
_. _ -_„ �•>>� set-up of another asphalt plant or stockpile area on the 6.2 acre area
as indicated on the Mine Map dated March 1996. A copy of the
-- '� << •�, modified permit is enclosed.
The conditions in the modified permit were based primarily
upon the initial application. Modifications were made as indicated by
the modification request and as required to insure compliance with
The Mining Act of 1971 . The expiration date, mine name and permit
number shall remain the same as before the modification.
nr i
' (il}v=-J�!=� C��f-^lp 7 LAND QUALITY SECTION [phone] FAX 19%9)733.2876
O
`R.''-• ir.•i w y�T: GEOLOGICAL SURVEY SECTION(919)1 733-2423 FAX(9i 9!733.0900
P.O.Box 27687• RALEIGH,NORTH CAROLINA 2761 1-7687 TELEPHONE [phone] FAX i9191 715.8801
AN EaUAL DPPD RTUNI TY IAFFIR NATIVE ACTION EMPLOYER-50 n RELY CLE WIQ n POST-CONSUMER PAPER

Messrs. Henkel and Woodard
,duly 31 , 1998
Page Two
The issuance of a mining permit and/or any modification to it does not
supersede local zoning regulations. The responsibility of compliance with any
applicable zoning regulations lies with you.
As a reminder, your permitted acreage at this site is 290 acres and the amount
of land you are approved to disturb is 88.3 acres.
Please review the modified permit and advise this office at [phone]
should you have any questions concerning this matter.
Sincerely,
4 //Y��
Tracy E. avis, P.E.
State Mining Specialist
Land Quality Section
TED/jw
Enclosures
cc: Mr. Richard Phillips, P.E.
Ms. Barbara Rote-WRC, w/enclosures
Mr. Bradley Bennett-DWQ, wlenclosures

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, "The
Mining Act of 1971 ," Mining Permit Rule 15A NCAC 5 B, and other
applicable laws, rules and regulations
Permission is hereby granted to:
Medusa Aggregates Company
Lenoir Quarry
Caldwell County - Permit No.14-01
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic
values of all lands and waters affected by this mining operation will
receive the greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE. January_19, 2004

S Page 2
In accordance with the application for this mining permit, which is hereby approved by
the Department of Environment and Natural Resources hereinafter referred to as the
Department, and in conformity with the approved Reclamation Plan attached to and
incorporated as part of this permit, provisions must be made for the protection of the
surrounding environment and for reclamation of the land and water affected by the
permitted mining operation. This permit is expressly conditioned upon compliance with
all the requirements of the approved Reclamation Plan. However, completed
performance of the approved Reclamation Plan is a separable obligation, secured by the
bond or other security on file with the Department, and may survive the expiration,
revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by
virtue of a sale, lease, assignment or otherwise, the Department may release the
permittee from the duties imposed upon him by the conditions of his permit and by the
Mining Act with reference to the permitted operation, and transfer the permit to the
successor operator, provided that both operators have complied with the requirements of
the Mining Act and that the successor operator agrees to assume the duties of the
permittee with reference to reclamation of the affected land and posts a suitable bond or
other security.
In the event that the Department determines that the permittee or permittee's successor
is not complying with the Reclamation Plan or other terms and conditions of this permit,
or is failing to achieve the purposes and requirements of the Mining Act, the Department
may give the operator written notice of its intent to modify, revoke or suspend the
permit, or its intent to modify the Reclamation Plan as incorporated in the permit. The
operator shall have right to a hearing at a designated time and place on any proposed
modification, revocation or suspension by the Department. Alternatively and in addition
to the above, the Department may institute other enforcement procedures authorized by
law.
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates
otherwise, terms shall have the same meaning as supplied by the Mining Act, N.C.G.S.
74-49.
Modifications
January 19. 1994: This permit has been modified to allow pit expansion, the
construction of an overburden disposal area and the construction of corresponding
sediment and erosion control measures as indicated on the aerial topographic map dated
October 1 , 1992, the Mine Map dated January 12, 1993, and the supporting design
calculations package received with the letter dated November 30, 1993.
n 1 1996i This permit has been modified to allow the relocation of an existing
asphalt plant or stockpile area to a 6.2 acre area as indicated on the Mine Map dated
March 1996.

Page 3
July_31 ,1998: This permit has been modified to increase the permitted acreage at this
site to 290 acres and the affected acreage to 88.3 acres, which includes 9.1 additional
acres for use as an overburden stockpile area, as indicated on the mine maps last revised
June 30, 1998. This modification also includes the supplemental erosion and sediment
control measures for the overburden disposal area and the supplemental information
received by the Land Quality section on July 9, 1998. Lastly, this modification approves
your request to clarify the modification issued June 21 , 1996 to allow either the
relocation of an existing asphalt plant or the set-up of another asphalt plant or stockpile
area on the 6.2 acre area as indicated on the Mine Map dated March 1996.
x it i n Date
This permit shall be effective from the date of its issuance until January 19, 2004.
Qgnditiens
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:
OPERATINQ CONDITIONS:
1 . W w ' r on r[y_Dewaterincj
A. Any wastewater processing or mine dewatering shall be in accordance with
the permitting requirements and rules promulgated by the N.C.
Environmental Management Commission.
B. Any stormwater runoff from the affected areas at the site shall be in
accordance with any applicable permit requirements and regulations
promulgated by the Environmental Protection Agency and enforced by the
N.C. Environmental Management Commission. It shall be the permittee's
responsibility to contact the Stormwater Section, Division of Water Quality,
to secure any necessary stormwater permits or other approval documents.
2. Air Qualify and Dust Control
A. Any mining related process producing air contaminant emissions including
fugitive dust shall be subject to the requirements and rules promulgated by
the N.C. Environmental Management Commission and enforced by the
Division of Air Quality.
B. During quarry operation, water trucks or other means that may be necessary
shall be utilized to prevent dust from leaving the permitted area.
3. Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S., or
wetlands shall be in accordance with the requirements and regulations
promulgated and enforced by the N. C. Environmental Management
Commission.

Page 4
B. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained
between any affected land and any adjoining waterway or wetland to
prevent sedimentation of that waterway wetland from erosion ❑f the
affected land and to preserve the integrity of the natural watercourse or
wetland.
C. Sufficient buffer (minimum 25 foot undisturbed) shall be maintained
between any excavation and any permit boundary or right-of-way to protect
adjoining property.
4. Erosion and Sediment Control
A. Adequate mechanical barriers including, but not limited to diversions,
earthen dikes, silt check dams, silt retarding structures, rip rap pits, or
ditches shall be provided in the initial stages of any land disturbance and
maintained to prevent sediment from discharging onto adjacent surface
areas ❑r into any lake, wetland ❑r natural watercourse in proximity to the
affected land.
B. Sediment and erosion control measures shall be installed and maintained as
indicated on the aerial topographic map dated October 1 , 1992, the Mine
Map dated January 12, 1993 and in the calculation package submitted with
the letter dated November 30, 1993 with the following stipulations:
1 . The rack dam shall be constructed of NCDOT Class II stone or an
equivalent.
2. The spillway section through the rock dam shall have a bottom width
of 25 feet.
3. The rock dam abutments shall be lined with rip rap to prevent erosion
of the surrounding soil.
4, The outlet channel from the rock dam shall be lined with rip rap from
the outlet ❑f the dam to the haul road below the dam.
5. All diversion ditches and/or channels within the permitted boundaries
shall be lined with rip rap to prevent erosion of the ditches.
6. The spillway for the sediment basin below the ❑verburden disposal
area shall be a minimum 5 feet wide and 1 foot deep.
C. Should the rock dam fail to function adequately, a riser basin shall be
installed. Prior to its installation, a modification request shall be submitted
to and approved by the Land Quality Section detailing its construction.
D. All erosion and sedimentation control measures shall be constructed and
maintained as indicated on the Mine Map dated March 1996 t❑ prevent off-
site sedimentation.

0 Page 5
E. The overburden disposal area shall be constructed as indicated ❑n the mine
maps last revised June 30, 1998 and the supplemental information received
by the Land Quality section on July 9, 1998, including the construction and
maintenance of the supplemental erosion and sediment control measures for
the overburden disposal area, with the following stipulations:
a) overburden shall be placed in compacted lifts from the bottom of
the slope to the top (no "end dumping" of material shall be
permitted);
b) the overburden shall be benched and surface water shall be
diverted away from the fill slopes as indicated in the approved
modification application;
c) if the overburden disposal area slope should fail, a slope stability
analysis shall be provided to the Department to address its repair and
permanent stabilization; and
d) all diversion ditches shall be lined with filter cloth or other
acceptable underliner prior t❑ installation ❑f the rock linings.
F. The modification issued June 21 , 1996 shall interpreted to allow either the
relocation of an existing asphalt plant or the set-up of another asphalt plant
or stockpile area on the 6.2 acre area as indicated ❑n the Mine Map dated
March 1996.
G. An erosion and sediment control plan(s) shall be submitted to the
❑epartment for approval prior to any land disturbing activities not indicated
on the revised erosion control plan or mine maps submitted with the
approved application for a mining permit and any approved revisions to it.
Such areas include, but are not limited to, expansion ❑utside of the
approved pit area, creek crossings, or expansion of overburden disposal
areas.
5. GroL!ndwojerPr i n
Groundwater monitoring wells shall be installed and monitored as deemed
appropriate by the ❑epartment.
6. Graded Slopes and Fill
A. The angle for graded slopes and fills shall be no greater than the angle
which can be retained by vegetative cover or other adequate erosion control
measure, structure, or device. In any event, exposed slopes or any
excavated channels, the erosion of which may cause ❑ff-site damage
because of siltation, shall be planted or otherwise provided with
groundcover, devices or structures sufficient to restrain such erosion.
B. Overburden cut slopes along the perimeter of any pit expansion conducted
after January 19, 1994 shall be graded to a minimum 2 horizontal to 1
vertical or flatter and shall be stabilized within 60 days of completion.
Furthermore, a minimum ten (1 D) foot wide horizontal safety bench shall be
provided at the top of the rock and at the toe of any overburden slope
constructed after January 19, 1994.

Page 6
7. Surface Drainage
The affected land shall be graded so as to prevent collection of pools of water that
are, or likely to become, noxious or foul. Necessary structures such as drainage
ditches or conduits shall be constructed or installed when required to prevent such
conditions.
8. Blasting
The operator shall provide to the Department a copy of the findings of any seismic
studies conducted at this facility. The operator shall make every reasonable effort
to incorporate the studies' recommendations into the production blasting program.
The following blasting conditions shall be observed by the operator to prevent
hazard to persons and adjacent property from thrown rock or vibrations:
A. In all blasting operations, except as hereinafter otherwise provided, the
maximum peak particle velocity of any component of ground motion shall
not exceed 1 inch per second at the immediate location of any building
outside of the permitted area regularly occupied by human beings such as
dwelling house, church, school, public building, or commercial or
institutional building outside of the permitted area. The operator shall
monitor h bl -wjILD_aismogragh.
B. Airblast overpressure shall not exceed 128 decibels linear (DBL) as
measured at the immediate location of any regularly occupied building
outside of the permitted area such as any dwelling house, church, school,
public building, or commercial or institutional building. If vibrationlairblast
limits are exceeded, the operator shall immediately report the event with
causes and corrective actions to the Department. Use of explosives at the
blast site that produced the excessive reading shall cease until corrective
actions approved by the Department have been taken. However, blasting
may occur in other approved areas within the permitted boundary.
Authorization to blast at the blast site may be granted at the time of the
verbal reporting of the high airblast reading if the circumstances justify
verbal approval. Failure to report will Qonstitule, a_permit violation.
C. The operator shall take all reasonable precautions to insure that flyrock is
not thrown beyond areas where the access is temporarily or permanently
guarded by the operator. Should flyrock occur beyond the permitted and
guarded area, or the level in Item A. above is exceeded, the operator shall
report the incident to the Department immediately and further use of
explosive at the site shall be immediately suspended until the following
actions have been taken:
I. 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 I❑ days of the incident. Said report shall, at a
minimum, document the cause(s) of the incident along with technical
and management actions that will be taken to prevent further
incidents.

0 Page 7
The report shall meet with the approval of the Department before blasting
may resume at the site. Failure to tame corrective measures to prevent
flyrock and repeated instances of flyrock shall be considered a violation of
this permit.
D. The operator shall maintain records on each individual blast describing: the
total number of holes; pattern of holes and delay of intervals; depth and size
of holes; type and total pounds of explosives; maximum pounds per delay
interval; amount of stemming and burden for each hole; blast location;
distance from blast to closest off-site occupied structure; and weather
conditions at the time of the blast. Records shall be maintained at the
permittee's mine office and copies shall be provided to the Department upon
request.
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.
F. Each face shall be cleaned and examined prior to drilling to identify any
geologic abnormalities and to ensure ample burden is established along the
face of each shot.
9. Hi-gh Wall Barrier
A physical barrier consisting of large boulders placed end-to-end or fencing shall
be maintained at all times around the perimeter of any highwall to prevent
inadvertent public access. In addition, a minimum 1❑ foot wide horizontal safety
bench shall be provided at the junction between the top of rock and the toe of any
overburden cut slope constructed after January 19, 1994..
10. Visual Screening
Existing vegetation shall be maintained between the mine and public thoroughfares
to screen the operation from the public. Additional screening methods, such as
constructing earthen berms, shall be employed as deemed appropriate by the
Department.
11 . Plan Modification
The operator shall notify the Department in writing of the desire to delete, modify
or otherwise change any part of the mining, reclamation, or erosion/sediment
control plan contained in the approved application for a mining permit and any
approved revisions to it. Approval to implement such changes must be obtained
from the Department prior to on-site implementation of the revisions.
12. Refuse Disposal
A. No on-site disposal of refuse or other solid waste that is generated outside
of the mining permit area shall be allowed within the boundaries of the
mining permit area unless, authorization to conduct said disposal has first
been obtained from both the Division of Waste Management and the Land
Quality Section, Department of Environment and Natural Resources. The
method of disposal shall be consistent with the approved reclamation plan.

0 S Page 8
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on-site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division ❑f Waste
Management. No petroleum products, acids, solvents or their storage
containers or any other material that may be considered hazardous shall be
disposed of within the permitted area.
C. For the purposes ❑f this permit, the ❑ivision of Land Resources considers
the following materials to be "mining refuse" fin addition to those
specifically listed under G.S. 74-49 (14) of the N.C. Mining Act of 1971 y:
1 y on-site generated land clearing debris
2) conveyor belts
3) wire cables
4} v-belts
5) steel reinforced air hoses
6) drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by
the Division of Land Resources prior to commencement of such disposal:
1 . the approximate boundaries and size of the refuse disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum ❑f 4 feet of cover will be provided over
the refuse;
4, verification that the refuse will he disposed at least 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be
established.
13. Annual Reclamation Report
An Annual Reclamation Report shall be submitted on a form supplied by the
❑epartment by February 1 of each year until reclamation is completed and
approved.
14. Qonding
The security which was posted pursuant t❑ N.C.G.S. 74-54 in the form of a
$146,400.00 surety bond is sufficient to cover the operation as indicated in the
approved application. This security must remain in force for this permit to be
valid. The total affected land shall not exceed the bonded acreage.
15. Archaeological Rp,5!Qurces
Authorized representatives of the ❑ivision of Archives and History shall be granted
access to the site to determine the presence of significant archaeological
resources.

0 0 Page 9
APPRQVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a
condition on the continuing validity of that Mining Permit. Additionally, the Reclamation
Plan is a separable obligation of the permittee, which continues beyond the terms of the
Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1 . The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance
with accepted conservation practices and which is suitable for the proposed
subsequent use of the land.
4. No small pools of water shall be flowed 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 CCONDITION$:
1 . Provided further, and subject to the Reclamation Schedule, the planned
reclamation shall be to provide a permanent barricade (fence) along the top of any
highwall, and grade and revegetate any areas in unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the
planned future use are as follows:
A. All areas of unconsolidated material such as overburden or waste piles shall
be graded to a 2 horizontal to 1 vertical or flatter slope and terraced as
necessary to insure slope stability.
B. Any settling ponds and sediment control basins shall be backfilled, graded,
and stabilized or cleaned out and made into acceptable lake areas.

i 0 0 Page 10
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiied or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On-site
disposal of waste shall be in accordance with Operating Conditions Nos.
12.A. through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Reveoetatign_Plan:
Disturbed areas shall be permanently revegetated according to the Revegetation
Plan prepared by Ledford Engineering dated January 12, 1993 and received by the
Land Quality Section on May 26, 1993 with the following additions:
Spring/Summer Mixture (May 1-September 15)
Browntop millet 20 Ibs.lacre
Sericea lespedeza 20 lbs_lacre
Shrub lespedeza 1 lb./acre
Fall/Winter (September 161April 301
Rye grain 120 Ibs.lacre
Sericea lespedeza 20 lbs_lacre
Shrub lespedeza 1 Ibslacre
In addition, the permittee shall consult w th a professional wilclife biolcgist with the
N.C. Wildlife Resources Commission to enhance past-project wildlife habitat at the
site.
4. Reclamation Plan:
Reclamation shad be conducted simultaneously with mining to the extent feasible.
In any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued October 28, 1972 to Miller Brothers Ready-Mixed Concrete
Company, Inc., renewed and transferred to Medusa Aggregates Company October
8, 1982, modified and renewed January 19, 1994, and modified June 21 , 1996, is
hereby modified this 31st day of July, 1998 pursuant to G.S. 74-52.
B y:
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

4}� NORTH _ OLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
�.4 DIVISION OF LAND RESOURCES
L��1 � �
d ualf seCtxon
JAME6 a.HVNTJR. - , Facsimile message
GOVERNOR
T0:
VVXYNE McDrvIrr
C
'$ERCTIIRY
-;r CeMynylDepartmenf:
CNARI.es'H•GARDNER
P.G.,P.E.01R6Cr6: : "ry.t
AND STATE GEOL=ST
Fib' No.: � -7 7�
From:
Date: Time:
• � �amments: �C�L� �
You should he rece" ya&e(s) (includiM cover sheet): i f
Y N do not receive d yajes, ykase eonWt smder 919/733-4574.
4.
tip : LAND QUALITY SECTION i9191 733.4574 FAX [phone]
GEOLOGICAL SURVEY SECTION fai it 733-2423 FAX 141�1 733•0900
ti'•t,.�'-�+:. M�-.I ..L.:j..R3 PO. 9D% 27697,FIALCIGH,hOA'N CARCLINA Z751 1•76d7 TfLCrMORE 191 S1 733-3833 FAX [phone]
•' - AN EQUAL❑PPORTUNtT• i AFFIRMATIVE ACTION EMPLOYEA• SC% RtCYCLED/10% PO5T•CONSVMER PArEA

r
Author: Joan Bolick at NRGLR0IP
Date: 7/24/98 8: 03 AM
Priority; hormGl
TO; Judy Wehner
Subject. Call
------------------------------------- Message Contents -------------------_------------------
Larry Barthelemy of Ledford Enq. wants you tD call him ak 323-255-7596
;7;;26)

��„�NORTH CAL[NA DEPARTMENT OF
i'A eN%7]`R0'NrIENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
jo�,
MCDENR
-- , Jule 13. 1998
JA.MES S.H U NT J R. ~
CapVERNpR
CERTIFIED MAIL
RFTURIT R-ECUPT REOUFSTE❑
WAYNE MC DEVITT• Mr. Rodnev `Henkel
SECRETARY • [Medusa Aaarecates C;ompanv
P.O. Box 1795
Lenoir, Forth Carnlina 28545
CHARLE;SH.GARCI`LCn lie. LenoirQuaIIv
PG.,PE.G111EC7d12,w, h�
AND STATE GEOLOGIST MininL' Permit No. 1 4-0 1
Caldwell Count°
Catawba River Aas1n
Dear HQTikel:
The review has been cornpleted on the modiiicacion request your ccmpanv
submitted or the above referenced mine site- However, the Followin17 is needed to
continue processing vour jotaliratinn:
The reclamation bond was calcula:ea for this site usinu the information
submitted on the mine maps last revised June 30, 1998 and the supplemental erosion
and sediment control measures for the Werburden disposal. area. The reclamation
bond for this site has been calculated to he S 146-400.00. A bond in the amount of
S 1 18.70a.00 is on file xith this office for this site. The ne%v bond or remaininu
balance 1S27,709.00) must be submitted before Ire maclit"ic atipn can be issued- T}:e
calculation worksheet is enclosed for your review and the bond will be required prior
to approval oFthis renewal.
For vour convenience, I have enclosed a bond form• an assicnrnent of a
savings account form and irrevocable standby letter of credit form for voui use in
securing the required bond. The name on the security must be the same as the name
appearinst on the application for mining permit. i.e.• Medusa A219re tteS
p at
Company- In addition to one of these alternatives. you may'_ upon request-
. •.. n��.R1� - -
� •�"' - substitute a cash deposit,
PLEASE BE ADVISED THAT •i-HE MODIFICATION 1ZEQUEST
z * � CANNOT BE COMPLETED UNTIL THE NEW BOND AMOUNT HAS BEEN
RECEI VED.
- • �+=;_sae ,ar.,,
LANDQuALITY SECrIo.V 19 1 91 733-457d FAX (919i 733-2876
L VnL.OV1CAL----;UR%F.Y"iErTICN l914),733 2323 FAX I�19k 701 ❑9q❑
31-
~-�F�
IY. '"� '•",x�t y,t�:° ,a�� P.O. 11p1[27587, RALEICH, NORTH C1.RCLINA 27611-74-,87 'ELCPP•ONE�I919 733-3833 FAX [919.-15.8301
` w AN EQUAL OPPORTUNITY I AFFIRMATIYC ACT I V7i CMt'L: yLml SO',O R:[YCLED7IU•. Pe5r-CQ%$V4r1R12Are11

CERTIFIED MAIL
Mr. Henkel
Page Two
As required by G.S. 74-51 (h), you a e he eby advised that you have 64 days frorn the date
of your receipt of this letter to submit the reclamation bond. If you are unable to meet this deadline
and wish to request additional time, you must submit information, in writing, to the Director clearly
indicating why the deadline can net he met and request that an extension of time be granted.
In order to complete the processing of your modification request. please forward the band
to my attention at the followiniz address-
Land Quality Section
P. G. Box 27687
Raleigh, N. C. 27611
Please contact me at [phone] if you have any questions.
S i ncerely.
Iudith A. Weliner
:assistant State Mininia Specialist
Land QualitV Section
JW
Enclosures
cc: Mr. Dan Sams, P.E

RL261 517 Ij 4
Receipt #ar
Certified Mail
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cart
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S—t m
Sheet and No.
P.D.,State aid ZIP Code
Pusee3e
Ceilihed Fee
Suet:ial()slivery
Restricted Delm3w Fee
peturn Reee-pt S'aw—f
tc Whom R Dare Delivered
Ralurn Reterpl SF�Owmg IO Who'".
c Dim,and Aodresgs!s Address
3
TOTAL POslar
?)tit+nark of D,j:�
00
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STICK POSTME STAMFS TO ARTICLE TO COVER FIRST CLASS POSTAGE,
CERIMED MAU SEE.AND CHARGES FOR ANY SEIEMI]OPTIONAL SERVICES(acc front!.
di
1. If ywt war.! Opr recela:postmarked, stick the gummed stub to the right of the return address
leaeia3 the receipt attached and p'eseat the trticie at a past office Service window or hand it IN
your rural caner Ito extra Chargel.
2. If yuu ea nnr want this receipi postmarked,stick the gummed seuh In the right al the returt
address of the aft[le,date, darach and retain the receipt,and:rail the article.
3. 11 y)u warm a return receipt,%rite the certified mail rumber and yuur name Sad address on u Lt
reran eceipt card.Form .3381'„ at.d attach it to the Irani of the artJcle by means of the gummed_ �
ends rf spare Vcrmils.0ihervise.affix It:bask of artrle Endorse Ironr of article RETURN RECEIPT
REQUESTED adjacent to the ecr�arr. a
{a�
d. It you wen! d►5very rP.Stricte.d to the addressee,nr to an Surnamed agem of fF.r adrlressex f�J
encnr>e RESTRICTED DELIVERY cn the font of'fie article. E
! `0
5. Luter fees for the sauces requested in IN epprupriale spaces on the front of 06 recai]l. II f Ck�
return receipt is requested,check the vpkahle Mocks in item ' at Form 3811. U)
a
E. Save Ibis r�:Cipi and rresint i1 if you make inaq:ry. vU.S.13PO.1991-30:-91.6

. - •� _ y Df �}
PeiC iTo .
Perctiitt�:e/Ar�plz ant : `��" (fir �
M4ne • Name: v d
��FFEC"'PD R-F-CLAMATICN RFCL -,, .TCII
CATEGORY CR_EA.GE COST/AGR? COST
Tail.incs/ cc
Sedimenc Par_cs �' - "c- _K S_ D��/ rc . S S�
`rjGSLEp ?V= .-_c . `� d °U / c Ada °D
Gi ?GGr S cz: Gd
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TOT:t• ;�F-FC7!=D -1C
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C.
wY}i Pcs �J�Le ✓rG-.:4c ti -C
Y
SUBTOTAL COST:
rriio Firnr
0 . 02 x SUl�TO`-'AL COST. C l 'd
INFLATION COST:
TOTAL COST = SUBTCT.0 COST + DIFLATION COST $ I4 y
TOTAL RECLAMATION EONS COST: $ ly°i yda,D6 _
(round down tc the nearest $100)

71 ro 4� M RS TTQN A ND L I RiR T
10/lij9]
(based JW 10-year mine/affected a plan)
Permit No. ! "bl
Permittee/Appli a:1t.:
Mine. Name:
AFFE= RBCUMATION RE IA=0N
CATEGGRY ACREAGE COST/ACRE COS'.'
Tailings/ �4
Sediment ?cnds 1, . A c- X $ °�/ Ac.
Stcckniles Ac. X $ 06 1 Ac . = S 1
WasLepiles Ac_ X Y ' � Ac . = S / Odd
Processing Area/ d�
Haul Roads r�, c . X Ac - _ $
Mine Fycavation Ac . x S D°� 1 Ac _ $ vgoo
Other - Ac'. X S / Ac - c
TOTJkL AFFECTED AC. _ ee,3 .c
Temp rare & P anent Sedim ntation Erosion C n_tro? e Gyres ;
Divide the f'0TP_L AFFECTED AC- above -Lnto the fol1cw no two
categories : a; affected acres t:7_at drain into proposed/e_xiSting
-excavation and/or b} affected acres that will be graded for
pcsitive drainage, measures vi-11, be needed tc pre,ert of-f-site
sediment
a) Internal Drainage S8 Ac .
b} Positive Drairiage ,Lf A X $ :.500-/-
SUBTOTAL COST: $ 1,35� 290
ark
Inflation FacCor:
0 . 02 X SUBTOTAL COST_ permit life :
(� c:c 10 years} .
INFLATION COST: $ �� 69 �
TOTAL COST = SUBTOTAL COST } INFLATION COST = $ y
rTOTAL RECLAMATION SON!] COST: d6-0
(round down to the nearest $100)
4. r �Dccrn �� mac' a4 �Pwy�
�o

l 2' � �:15l21;lss .
Bond Based Upon : Annual Reclamation Report Fora Acreage
Approved 10-Year Mine/Reclamation Plan
Remarks
Borid Calculated By :
Date of Bard Ca Culatlo;s:
* PLEASE REMIT THE REQUIRED_,BC_�D, ON OTTE OF THE BOND FORMS A E PPROV _.
By TNR I]EPAR N` l -As ' 5(7ON AS PASS T13LB TO OBTAIN YOUR NEW MINING
PERMIT OR TO ENS= THAT YOUR EXISTING M--NING P3RMTT RH AINS VAT,TD _
IF YOU SLOULD UAVE ANY QUEST7.DN ON THE ABOVE, PLEASE CONTPCT THE
INDIVIDUAL WEO CALC=ATED YDU:z BOND AL (519 ) 733-4574 .

98
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE5ouRCES
DivisiQN OF LAND RESOURCES
i"
CDENR: Land Qg 7jt section
JAML3 B.Hu NT JR Fasimile Mess e
�+J
:fGpVF.RNOR i.1
i�
kWAYHC MCDEVITT'r 164
S�CAETARY
=x� �,", comyany/Deyartrnent: �
yi��+F.7i7�•�4;j1
jsCHARLES Ft:GARL7NER AMC No.:
.�+• I++a.w c�opti "
AND STAVE GEOLOGIST;, I
_� j7'• t i IM1t3�w.
7- �}L g. Fd NO.:
From:
ZJ'
Date: ! o Time:
I comments:
.. •.,tom -. �
You should be recaiq ya je(s) UnchAmg cover sheet): i f
you do not receive A ya jes, ykase contaet suer @ 9 Y 9 f 733--4574.
� � ~ LAND QUALITY SECTION [phone] FAX [phone]
- - -- ' - — 01C4LOGI1CRL$VRVEY$GCTIGN 19 TP)733-$d3•J=FAX f010S 793-0900
1
P.O.Sox 27667, RALEIGH, NORTH GAROLINA2761 5-76e7 TEL£PHONX(91 91 733.3033 FAX[phone]-a$o I
.. T J
•'l AN EglrAl.dPFOR•.uN17Y1 APFIRMATIVL ACTION C1.1 PLO YER-!SO% AECrG LEOr1 C}u(+ PaST•C4N3U MtN PAPER

r
LEDFORD ENGINEERING e28 255 0770 P. 01
Ledford Engineering, Inc,
FAX
P.O. 602 2111
i Aat►�rli3a.NG Z860z-Z2'17'
Date
Number of pages including cover sheet
To: From-,
J U 1� Y A.)6fL_ ��AC&?,L
Phone l L/ �- 3 �'7 Phone [phone]
rax Phone Fax Phorte 8291255-0770
rgent ❑ For your review ❑ Reply ASAP ❑ Please comment
�y
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LEDFORD EFIGINEERIMG 028 25'3 0770 P• 02
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ERROR REPORT
NA14t:LAND QUALITY SECTION
TEL : [phone]
DATE: 07/09198 16 : 50
RECEIVING: 8282550770 DURATION PAGE SESS RESULT
TYPE AUT❑ RR MODE 96 01 '26 02 170 33

LEDFORD ENGINEERING
828 0770 P. OI
1I-
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I=T=��
I I I=1!I�-L=1 I IEEE II E - -!11=111=III-1 l 11!1 I.=1 �-
PERMANENT DIVERSION SWALE
NO SCALE

L_C DfF OFRD Et 1 t-JCER I 0-1G ;328 ^`'E$ OT7co
.Y�c C1 F�� Fy IJ.I... i�v -- y;..-�,,;��•r -'-- x.�i.' �'��.�n�V'� •�,..r�1
HOUSE
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pRoposFn sE SCMEkr 3 of -)
SFF PROFILE (
vA. s. ��: •,_:� t—�.. ,..
MEDUSA AGGREGATES CO.
G57P?AA1T &Ar11-%rC-i0�1 w Tr1-1,lkl

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DATE TO ASSISTAt07 DATOO SUSAN
LOGGED IN
MrANnnG CHECKLIST FOR ROUTING
company Project Name
Permit No . corny &IAbIJ41 Date Received r7/7l� a
Reviewer A10 AZ'V I
Please make copies of check to include with Central Office and
Field Office files and log in checks .
* ❑ New ❑ Renewal ❑ Modification ❑ Transfer ❑ Release
/ "
�❑� Additional Information ❑ Fee Needed
❑ Fee Received : Amount
Please route to:
❑ Alw fill�'l Field Office Date Routed-7~4_ —�3
3'
❑ Wildlife Resources commission Bate Routed
* ❑ Archives and History Date Routed
❑ Other: Date Routed
Suspense Date for Comments:_ 26//?A (Date received +30 days,
not on weekend) r r
Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Capy to Susan

Letter C]fansmitta� ME �.
JUL 1071998
LEDFORD ENGINEERING, INCORPORATED
CONSULTING ENGINEERS & LAND SURVEYORS $Y
PO Box 2217
Asheville, NC 28802
Tel- 828/255-7596 Fax: [phone]
Date: 06130W
Attention: Judy Wehner
Re: Medusa Aggregates .lob Number/Name-, 97-112
To:
INGDEHNR x
PO Box 27687
Raleigh, Nc 27611-7ta87
We are sending you ZAtlached Under separate cover via Fed Ex the following items:
❑Shop Drawings ®Prints ❑Plans ❑Samples ❑Specifications
❑Copy of letter ❑Change order ❑Other-
Copies Date Description
3 6/30/98 Site Flans for Medusa Awregates
THESE ARE TRANSMITTED AS CHECKED BELOW:
ZFor approval ❑Approved as submitted []Resubmit copies for approval
❑For your use []Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections ❑Return corrected prints
❑For review and comment ❑
❑For Bids Due 19 ❑Prints returne❑ after loan to us
Remarks:
IF ENCLOSURES ARE y0T AS NOTED, KINDLY NOTIFY US AT ONCE,
Contact person: Larry K. Barthelemy, IV E.I.T.

1
LEDFGRD ENGINEERING INCORPORATED
Consulting Engineers, Geologists & Land Surveyors
306 West Haywood Street
P.O. Box 2217
Asheville, NC 28802
[phone]
1-800-654-8891
FAX [phone]
June 30, 1998
Judy Wehner
Assistant State Mining Specialist
Land Quality Section
North Carolina Department of Environment and Natural Resources
PO Box 27687
Raleigh, NC 276 1 1-7687
Re; Medusa Aggregates Quarry
Permit Modification
Dear Ms. Wehner,
On behalf of our client, Medusa Aggregates, please find 3 copies of the revised site plans for the
project referenced above. This is a resubmittal pertaining;to Mark Ledford's June 29, 1998
phone call with Mr. Tracy Davis.
NCDElJNR initially required Medusa Aggregates to perform a slope stability test for the
proposed waste overburden pile. Mr. Ledford discussed this requirement with Mr. Davis, and it
was agreed that as long as we provided benches on the proposed slope of the overburden pile that
the slope stability analysis would not be required. We have provided these benches with a
maximum 30' height and a 10' width. We have revised our proposed contours to allow for
positive drainage off the proposed overburden embankment.
We hope this resubmittal will conclude any further revisions and that DENR's approval will be
forthcoming. If you should have any further questions, please feel free to contact me. Thank
you for your cooperation.
Sincerely,
harry K. Barthelemy, IV, I71T
Cc; Mr. Rodney Henkel, Medusa Aggregates
Mr. Richard Phillips, NCDEFINR

NORTH AOLINA DEPARTMENT OF
k' ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
3: w` June 30, 199$
?-JAMES B. HU NT•JR'
rGPVERNOR
CJERTIFI ED MAIL
'z-,',r = RETURN RECEIPT REQVKS ED
�WAYNE MCDEVITT ^ '
'SECRETARY? Mr. Rodnev Henkel
Medusa Aggregates Company
P.D. Box 1795
Lenoir, North Carolina 28545
^CHARLES I GARDNER
­1.+u�.n+a�ws tsR tr.gAr�
-PG.,P.E.E) cTOR
�r�y..• = Re- Lenoir Quarry
AND STATE GEOLOGISTr
Caldwell County
Catawba River Basin
• Dear Mr. Henkel;
The review has been completed on the additional information submitted for
i^1 the above referenced mine site. However, the following information is needed to
continue processing your application;
i. The cross section of the fill area must include the key benches to be
cut into the natural ground. It must also include the surface diversions
that will be constructed as the fill is brought up. Please include the
location of any slope drains needed to control runoff.
I'
2. Details must be submitted that describe the placement of the
= overburden in the disposal area. This must include building the fill
r 1._
" �— from the bottom in compacted lifts. Absolutely no end dumping of
material will be allowed.
1 F 1
"{ Please note that the permit will be conditioned that if problems arise in the
stability of the fill at a later date, a slope stability analysis may be required.
PLEASE BE ADVISED THAT OUR REVIEW CANNOT BE
COMPLETED UNTIL ALL OF THE ITEMS LISTED ABOVE HAVE BEEN
FULLY ADDRESSED.
r
1�? yy • ` f + - LAND QUALITY SECTION [phone] FAX(919)733-ze7s
T-=-�^^===_� •^ ^�" -= --'GEOLOGICAL SURVEY SECTION 1919`733-2423 FAX I919)733-0900 -'1 � / ...ram
P.O.Box 276H7, RALEIGH. NORTH CAROLINA 2761 1-75d7 TELEPHONE[phone] FAX[phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER-50%RECYCLEW10% POST-CONSUMER PAPER

s
CERTIFIED MAfL
Mr. Henkel ------
Page Two
In order to complete the processing:of your modification request, please forward two (2) copies
of the requested information to my attention at the fallowing address:
Land Quality Section
P. 4. Box 27687
Raleigh, N. C. 27611
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days from the
date of your receipt of this letter to submit all of the requested information. If you are unable to meet
this deadline and wish to request additional time,you must submit information, in writing, to the Director
clearly indicating why the deadline can not be met and request that an extension of time be granted. If
an extension of time is not granted, a decision will be made to grant or deny the mining permit based upon
the information currently in the Department's files at the end of the 180 day period-
Though the preceding statement cites the maximum time Iimit for your response. we encourage
you to provide the additional information requested by this letter as soon as possible. Your prompt
response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerelv,
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
JW
cc: Mr. Richard Phillips, P.E.,
Mr. Larry Barthelemy
Ledford Engineering, Inc.
P.Q. Box 2217
Asheville, NC 28802-7217
4 --

�r R 281 517 146
Receipt for
Certified Mail
No Insurance Coverage Provided
Do nut use for International Mail
(S4o Reverse)
Sant so
Sneer and No
P.O.,State and ZIP'CDdr' M
P(55tagrr
Certified Fee•
Special Delivery Fee
Restngtad 6eliverr Fee
rIs Return Rv vipt Show..q
CA to Whore R Date Delrrered
Return Receipt Siiowng to whom,
e Oa le,and Addresses Address
. z
TOTAL F'usragr!
6 Fees
Postmark or Date
00
C7
4
u

STMW POSTAGE STRMPS TO MOM TO COVER FIRST CLASS POSTAGE,
CERTIHED MRIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES Isee freall.
1. If rlr want th,s rerai I m
r� o postmarked, stick the gummed s'uh in rhr right of the return address �
leavinC the reteipl attached and preSellt the article at a pOS: office Service win-low or hand it to
ynur r.tfal carrier 'on extra chargel.
2. It tuu do rot v:an; this Weig! rrt,;rmarW,-ti-ck the gummed aIuh -o the right at rho raltrrn
adj'ress of thr 3rlicte, d2;a, deta:h and retail the receipt, end mail the arlicle
I r
3. 11 1ou vans a ieavrn receiar,write the cerrifiad mail number and your name and adtress on a C
return reteipl rare,Fu•m 3811,and attach it!o:he Front of the settle by means of the gummed
ends I:soa:t?PF"lS.014 1FMIS,afi;a 13 ha-Lk w arc.cle-Enduse Irnnt of ankle RETURN RECEIPT
REQUESTED Edjatew tp the nurrter, Q
G
4- If tor; ,vanr d:livcry -Wir,cted to the adcresacc,or 'n at authorized agent ❑f the addressee,
eolnrse ALSTRICTED DELIVERY 0n the frDnl of the article. E
3. b11!ef `=.es I& '.he SHWires reiwSLed,n the aaprepriate spaces a-,the front of this receipt. It •r�-
return receipt is requested, check the applir&4e bkocks in ilem 1 01 Form 381',
a
6. Sara this rarew Ord present it If Von make nquiry. tr u.S-GOC:1991-302-916 r,

Department of Environment, Healih, 2nd N2tural Resources
Dj%islon of Land Re�Ources, Land QualitY Section
Telephone i g
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DATE TO ASSISTANTS
DATE 0 SUSAN
LOGGED IN
MINING CHECKLIST FOR ROUTING
Company dliLl e'C i7' 11 Project Name -A"I -4,
t
Permit No. � � County 6/4' jj/� Date Received
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal ❑'Modification ❑ Transfer ❑ Release
1� Additional Information ❑ Fee Needed
❑ Fee Received: Amount
i
Please route to:
�P Ur Field Office Date Routed
❑ Wildlife Resources Commission Date Routed
* ❑ Archives and History Date Routed
Other: Date Routed
Suspense Date for Comments: fit' Q (Date received +30 days,
not on weekend)2
Please note the following:
*SUSAN: Please make file and return^Checklist and file tolReviewer
White Copy to Field"Of'fice Yellow and Pink Copies to File Goldenrod Copy to Susan

Y
ett�a flf Tra n"s m EttandA
LEDFORD ENGINEERING, INCORPORATED �+
CONSULTING ENGINEERS & !_AND SURVEYORS 41A y 2 7 1998 1
PC Box 2217
Asheville, NC 28802
Tel- 828/255-7596 Fax: [phone] B� �
Date- 05122198
,-ttentian:?Judith!;A�Wehner :.� F -" "_ " ._ - - - -
Re: Medusa Aggregates Permit Modification Job Number/Name: 97-112
To:
LLand-4ualitv_Section
NCDEHNP
P
Raleigh, NC 27511-7687
We are sending you NAttached LUnder separate cover via Fed Ex the following items:
❑Shop Drawings ®Prints ❑Plans ❑Samples ❑Specifications
®Copy of letter ❑Change order ❑Other-
Copies Date Description
2 5122198 Copies of Site Plans
777
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑Far approval ❑Approved as submitted ®resubmit 2 copies for approval
❑For your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections ❑Return corrected prints
❑For review and comment ❑
❑For Bids Due 19 ❑Prints returned after loan to us
Remarks:
IF ENCLOSURES ARE NOT AS NOTE, KINDLY NOTIFY US AT ONCE.
Contact person: Larry K. Barthelemy, IV E.I.T.

0 0
LEDFORD ENGINEERING INCORPORATED
Consulting Engineers & Land Surveyors
93 Church Street
May 22, 1998 P.Q. Box 2217
Asheville, NC 28802
[phone]
Judith A. Wehner 1-800-654-8891
Assistant State Mining Specialist FAX[phone]
Land Quality Section
North Carolina Department of Environment and Natural resources
PQ Box 27687
Raleigh, NC 2761 1-7687
Re: Lenoir Quarry
Mining Permit No. 14-01
Caldwell County
Dear Ms. Wchner,
On behalf of Medusa Aggregates, please find enclosed, far your review and approval,
two copies of the site plan for the project referenced above. This is a re-submittal
corresponding with comments received on May 7, 1998.
Your comments were as follows:
I. The final configuration of the fill area has not been submitted. Please submit
the final contours and a cross section of the fill area.
Per your request, we have placed the proposed contours on to the site
plans. The cross sections will follow next week.
2. Please provide a construction sequence for placement of the till and the
necessary under drain system for stability of the fill. Locate any ground
waster seepage and address how these seeps will be controlled. In addition,
submit a slope stability analysis of the disposal area. The stability analysis
must have a minimum 1.5 safety factor.
Our understanding of the regulations is that if we keep a 55' undisturbed
buffer from the top of the stream top of bank, we would not have to
conduct a slope stability test. Pertaining to the seepage comment above,
there will not be any water seepage within the fill pile.
3. A 6% slope is provided for the diversion berm in the modification request.
This obviously is incorrect for a large portion of the diversion in the areas
where flow will be critical. The channel calculation should be subdivided into
three sections: the section running north, the section running northwest and

the section along the toe of the fill area. In addition, include the method of
stabilization to be used to prevent erosion of these area and the appropriate
construction details. Please also address how the runoff will be contained in
the ditch and not breach the ditch, causing off site sedimentation.
We recently sent you a copy of the new slopes for the diversion swales. As
We indicated before, when we made changes to the plan, we neglected to
change our data sheet. Along with that sheet, there were some
calculations pertaining to the capacity of the ditch sections. These
calculations clearly show that the diversion swales will capture the
running water and lead it to the sediment pond.
4. A breakdown of the total permitted area and affected area is needed to
recalculate the reclamation bond. This must include the area for
sediment/tailings ponds, stockpile areas, wastepi le areas, processing and haul
road areas and mine excavation area. Currently the permitted acreage at this
sit is 279 acres. How much of the 11 acres to be affected will be added to the
permit acreage? The current affected at this site is 73 acres. The breakdown
of affected acreage, therefore, should total 82.1 acres.
The Sediment basin and haul road shown on the site plan is existing.
These two items are already included in the previous permit. The only
thing Medusa is adding is the waste overburden area and the proposed
buffer area. The 11 acres affected includes the new buffer area and the
waste overburden area. Only 8.5 of the 11 acres are currently outside of
the permitted area. So the total breakdown of the affected acreage is 81.5
acres.
Hopefully this answers all of your questions pertaining;to this permit modification. If
you have any questions, please feel free to contact Mark Ledford or myself. 'Thank you
for your cooperation.
Sincerely. 01
Larry K. Barthelemy l V, E.I.T.
Enclosures
Cc: Mr. Rodney Henkel

NIPRTH �A flLtNA DEPARTMENT OF
4t ENVIROWWENT AND NATURAL RESOURCES
y 03visioN of LAND RESOURCES
: DENR� -May 7, 1998
C.L RT I F IL D iti,Ilk 1.1,
?JAME5 B.HUNTJR."4&W= KETijRIN RECEIPT RE _ .
covGRNOR -�:� C �UESTI:❑_.
Z. s r
1�
' •ti,�" Mr. Rodney-i-lenkel _.
McoevTrrl = Medusa Aggregates C oittpany �. . ..
++$ECRCCARY �j_ 4 Tr'= r P.Q, Box 1795
St yti r�ry i' •..� �nx•
a "o Lenoir, North Carolina 285d-S
J--7-1 '� :d'i lie: Lenoir [quarry
:g-f;tA Minino.CHARLC9 H GARDM6R' i Permit l Ni o 14-01,
it u• :r*v.ta+�1G;ii
Pc;P.E ❑IRcroR bi, Caldwell County
ANCYSTATE:GHOL.OGISTr• '
Catawba River Rnsin
Dear Mi-. Henkel:
�.mow-=:;��"'-, �: �3�•;-.,'�
f The review has been completed on the modification request your comvanv
submitted For the abrive referenced mine site_ However, the following information
' is needed to continue processing your application:
1
1. The final configuration of-the fill-area has not been submitted. Please
submit the final contours and a cross section of the fill area.
�' •+ - ; 2, Please provide a•constructien sequence for placement of the till and
r� - the necessary under drain s}stem for stability of the fill. Locate any
ground water seepage and address how these"seeps will be controlled.
In addition, submit a slope stability analysis of the disposal area. The--
:;. �'"�:>.•-` -- stability analysis must I;ave a rninimurt;'l.5 safety factor.
:1 6°/v slope is provided Cat tLe dkersion berm in the modification
` request- This obviously is incorrect for a large portion of the--.
diversion. Please provide calculations for the diversion in the areas
where fluty will he critical_ The channel calculation-shnuld be
�, ;R• subdivided into three sect'ons: the section running north, the section
running northwest and the section along the toe of the fill area. In
s•f�r
- addition, include the method of stabilization to be used to prevent
erasion of these areas and the appropriate construction details- -Please
also address how the runoff tivill be, contained in the ditch and,not
. breach the ditch, causing off site sedimentation. -
LA NO QUALITY SECTTON [phone] FAX [phone]
G R04dG ICAL SURv Er SECTICIN(819)733.2423 FAX [phone]C❑
P.Q. BOX 27687, RALEIGH, HORTM CAROLINA2761 1.7687 TELEPNOVE 1919) 733.3&33 FAX [phone]
'' AN IEQUAL 0 PPOR TU N I TV I A rVI R M A 71 VE ACTION Ew PLOY ER-50% RECY CL EDe 10% POST-CO NSu M[R PA PTA

1
CERTiFIE❑ yiAIL --
Mr. Henkel
Page Two
4. A breakdown of the total permitted area and affected area is needed to recalculate the
reclamation bond. This must include the areas for sediment/tail lings ponds, stockpile.
areas, wrastepile areas, processing and haul road areas and mine excavation area.
Currently the permitted acreage at this site is 279 acres. How much of the 1 i acres
to be affected will be added to the permit acreage" The current affected at this site
is 73 acres. The breakdown of affected acreage, therefore, should total 82. 1 acres.
Please note that the approval regardingg the asphalt plant will be included with this
modification request.
PLEASE BE ADVISED pIAT OUR REVIEW' CANNOT 13E CDN]PLETEI) UNTIL
ALL OF THE ITEENIS LISTEI) ABOVE IIAVE BEEN FULLI' ADDRE SSEI).
The reclamation bond will be recalculated for this site usin4-the information requested in No.4
above. The calculation worksheet wail be sent to -you for your review and the new bond amount will
be required prior to the approval of this modification: - ----�
In order,to complete the processing of your modification request" please fonvard two (2)
copies of the requested informatio�ret1i79n at the follawing address:
land Quality Section
P. n. Box 27687
Raleigh, N. C. 27611
As required by 15A NCAC 513.0013,you are hereby advised that you.have 180 days from the
'date of your receipt of this letter to submit all of the requested information. If you are unable to meet
this deadline and wish to request additional time, you must submit information, in writing, to the
Director clearly indicating why the deadline can not be met and request tharan extension of time be
granted. If an extension of time is not granted, a decision will be made to grant ❑r deny the'znining
permit based upon the information currently in the Department's files at the end of the 180 day period.
Though the preceding statement cites the maximum time limit f'or your response, we
encourage you to provide:the additional information requested by this letter as soon as possible.
Your prompt response will help us to complete processing your application sooner.

r
Mr-Henkei _
CERTIFIED MAIL
Page Three
Please contact me at [phone] if you have any questions.
~ Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
J w._ .
cc: Mr. Richard Phillips,,,P.E..
Mrr-Mark Ledford, RE
- Ledford Engineering, Inc,
P.0 . Box 7717 -
Asheville, NC 28842-2217

P281k7765
Receip' ':�I .
Certified Mail
N.I[fSJFHI1Ge Coverage PFOVided
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CER7IFIEC#AAIt FEE.AAO CHARGES FRR ANY SEIECTE6 OPTla11AL SERVICES free fronrl.
•e:
1. II You want this receipt Postmarked,Sl"itle gumme•f sttb to the right of t.1e return address
leav;019 the receipt aI160red and Present the article al a puss off ce service Nirrdcw or .^.anc 4 to
Von,, rural Carrier Ina W(a eheryl. �
2. If /du eo net tivart this raceipl aostrnarkel. slick The gummed club to the right of the -etw
address of the arocie,date,detach and retail the receipt, and maii The article,
3. !t y.1u want�QTLIM receilt,Wile 1hE dertitied frail rumeei and vou•name and address ti
return receipt card.Farm 3611. and allach it to the'ron'of the article 3y me3rs of the qumnrd
ends r'sPace perrrats Otrrerreirx,all;t to back o1 elide-Etldprse front of artirle RETURN RECEIPT
RIPOIJFSTED aljatert to the nrrmher.
00
4. If you wane delivery rtstri:ted la the addressee,or to an authorised agent A the addressee, M
endcr.e RESTRK;TED DELIVERY en the 1-unl fl the article. E
c`
5. Erter tees for 1e services requested ire the appFmiele spaces na Ih1 hunt 3t this receipt,it
return receipt is reoue:t?d, check the apphcabte~locks o itrm 1 a form 3811.
6. .iaw?this receipt and present •t it you make nquiry, a U.S.GPO-1�91 302916

x •--,'. --•K-�--t.r-y..T --r.R-....�.- .. stir, ;�,y,,,�- ►iy;;,.,.+• ti v..rwice- s■
DATE TO ASSISTANT*� _ DATE 0 SUSAN
LOGGED IN
MINTN G CHECKLIST FOR ROUTING
Company 7r0�•_ Project Name
VV tJ LAW—va-1Permit No. ��`�� County Date Received
Reviewer
1
Please make copies of check to include with Central Office and
Field Office files and log in checks_
* ❑ New ❑ Renewal s❑ Modification ❑ Transfer ❑ Release
'❑ Additional Tnformation ❑ Fee Needed
16
❑ 5 Fee Received: Amount
Please route to:
�❑ _ �-1 t� G tl�� Field Office Date Routed
❑ wildlife Resources Commission Date Routed
* ❑ Archives and History Date Routed
❑ other: Date Routed
Suspense ❑ate for Comments: 6w, k8 (Date received +30 days,
not on weekend)
I/
❑ Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow at,d Pink Coplw; to File Goldenrod Copy to Susan

1
Letterf Tran mii tai
LEDFORD ENGINEERING, INCORPORATED �g
CONSULTING ENGINEERS & LAND SURVEYORS
PO Box 2217 866L 69 ArW
Asheville, NC 28802
Tel- 828/255-7596 Fax: [phone] �J G`I J '�J �+
Date: 05/26/98
Attention; Judith A Wehner
Re, Medusa Aggregates Permit Modification Job Number/Name: 97-112
To:
LLand-Quality-Section.,
NCDEHNR
PQ Box 27687
Raleigh, NC 27611-7687
We are sending you NAttached ULIrcler separate cover via Fed Ex the following items:
[]Shop Drawings ❑Prints ®Plans ❑Samples ❑Specifications
❑Copy of letter ❑Change order 70ther-
Copies Date Description
2 5/25198 SITE PLAN;S_F_OR MEDUSA AGGREGATES
5125198 WATER CALCULATIONS -
THESE ARE TRANSMITTED AS CHECKED BELOW:
®Far approval ❑Approved as submitted ®Resubmit 2 copies for approval
❑Far your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections ❑Return corrected prints
❑For review and comment ❑
❑For Bids Due 19 ❑Prints returned after loan to us
Remarks:
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
Contact person: Larry K. Barthelemy, IV E.I.T.

0 0
LEDFORD ENGINEERING INCORPORATED
Consulting Engineers & Land Surveyors _
93 Church Street
May 26, 1998 P.O. Box 2217
Ast,eville, NC 28802
(704)2- 7546
Judith A. Wchner 1-800-f>54-8391
Assistant State Mining Specialist FAY [phone]
i_and Quality Section
North Carolina Department ol'i nvironment and Natural Resources
110 Box 27687
Raleigh, NC 276 1 1-7687
Re: Lenoir Quarry
Mining; Permit No. 1 4-0 1
Caldkvell County
Dear Ms. Wehner,
On behalf of Medusa Apg;reg;ates, please find enclosed, for your review and approval,
two copies of the site plan for the project referenced above. This is a re-submittal
corresponding; with comments received on May 7, 1998.
"Phis re-submittal SUPERCEI)I S any previous submittal. We have made some minor
changes to the plans; the biggest was the addition of the cross section view.
Flopefully this answers all of your questions pertaining to this permit modification. If
you have any questions, pleast: feel free to conlact Mark Ledford or myself. Thank you
for your cooperation.
Sincerely,
Larry K. Barthelemy IV, E_l.T.
ltinclosures
Cc. Mi. Kodnev l-Ienkel

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Cut Fill Net
yards yards yards Method
SicQ: sitel
Stratum: pull eg eg
0 0 0 (F) Grid
Stratum: poll eg peg
2406 360484 378078 (F) Grid

Nop-rH CAROLINA DEPARTMENT OF
t= ENVIRONMENT AND NATLRAL RESOURCES
DIVISiON OF LAND RESOURCES
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FF'Qh' EHNR. pRQ
05.07. 1996
JURY Wi?HNIiROMAIL:EliNR,S'I'AT[I.NC.I)S
[ogles tee: RichardLphillipsearu.enf,state-ne.us
Suhj�ei: Lenoir (quarry 14-01 '
Date sent: `l'hu, 7 May 1998 08:00:1?
I
I
Judy'rr
I lade rcviewW thre proposed anoOf-ication for the Medusa
Aggk- ;ralvs , IkToir (quarry #1,4-01. Some prohlejns were found that I am
sure:4+ou will notiuc, The diversion ditches on the Faslern side of the
waxy mcrburelwa area have slopes exceeding 13%. The doign plans
show only 6'9, slopes. Also the now sediment h8sln will have some writer
Conii'Op. into it 1'rom the draintige area off the haul road. 1 have talked
to lhl 1)iant manager and we discussed the prolxi'W change4 when the
annutl inspection was completed. The site conditions reflect the;
eclutal gR)Und WndiiiWS and the proposed changi s should N. easily
impldmenled.
i
I
i
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. 1
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Donall 11olebroukti 1 Tliu, 7 May 1998 08:00;17 '

FROM EHmR. PRO 05.07. 1598 05; 21 F. I
MINE SITE RCVIEW FORM
DWQ & DAQ COMMENTS
Mine:' � � . � i� aJol .a � County:
i
'�
Permit No,: Due: S Pvp ` `7
Watei GufllxyJ;Wain
1. WatamhadlStrearn Name and Classlfication:
I
Z Permits; :Y $ yjewer
NPDI:S Permit Required � �
NRDS Permit existing d2=
Nondlscharge Permit Required ✓ r�
Nondlscharge Permit Existing r
NOV Issued
Civil Penalty Assessedl
Injunction Requested
Wetlands Disturbed
401 Certlftcation Required I
i
Air Permit Required
Air Permit Eklsting
NOV Issued _
Civil Penalty Assessed/
Injunction Requested
%ruiildwater Iggges.
Well Permit Required
Well Permit Existing 77
Groundwater Contamination Problem
I NOV Issued
Civil Penalty Affiseansdi
Injunction Requested
Comnlents.
_-
Signed Date

0 0
Author: "Donald Holebrooks" [nllg3530aro.enr..state.nc.us] at Internet
Date: 5/7/98 8: 00 AM
Priority: Normal
TO: Judy Wehner at NROLROIP
CC: Richard [e-mail] at Internet
Subject: Lenoir Quarry 14-01
------ Message Contents ---------------------------__-------------
Judy,
I have reviewed thre proposed modification for the Medusa
Aggregrates , Lenoir Quarry #14-01. Some problems were found that I
am sure you will notice. The diversion ditches on the Eastern side of
the waste overburden area have slopes exceeding 13$. The design
plans show only 6 slopes. Also the new sediment basin will have
some water coming into it from the drainage area off the haul road. I
have talked to the plant manager and we discussed the proposed
changes when the annual inspection was completed. The site
conditions reflect the actual ground conditions and the proposed
changes should be easily implemented.

st'
K
copy
® North Carolina Wildlife Resour S Q ' sib
312 N. Salisbury Street,Raleigh, North Carolina 276 - 1S$,919-733-3391
Charles R. Fullwood, Executive Di E�Qr
MEMORANDUM
TO: Susan Edwards, Mining Program Secretary
Land Quality Section
FROM, Christopher Goudreau. District Fisheries Biologist
DATE: April 15, 1998
SUBJECT: Mining permit modification request for Medusa Aggregates, Lenoir Quarry, Permit No. 14-01,
Caldwell County
This correspondence responds to a request by you for our review and comments on the above referenced
project. These comments are provided in accordance with certain provisions of the North Carolina Mining Act of
1971 (as amended, 1982,G.S. 74-46 through 74-68; 15 NCAC 5) and North Carolina General Statutes (G.S. 1 13-
13 1 ct seq.). A site visit was conducted on April 15, 1998,
The applicant proposes to relocate an overburden pile,build a sediment basin and construct is diversion
swale.
Based on review of the submitted plans,we have no objection to the project as proposed,provided the
hallowing recommendations are implemented:
l, A 50-foot vegetated buffer zone should be preserved along all streams to provide sediment filtration and
wildlife travel corridor functions.
2. Woody debris (slash or large trees) removed during development of the site should be placed along the
outer edge of the overburden disposal area or propery boundary to provide cover and nesting habitat for
wildlife,
3. Revegetation of disturbed soils should be modified for soil stabilization and wildlife benefits,as follows:
a. Spring/Summer MiX[UrC (May 1 - September 1S)
Browntop millet 20 Ibsla
Sericea lespedeza 20 Ibsla
Shrub lerpede7a 1 lbla
b. Fall/Winter Mixture(September 16- April 30)
.)Lye grain 120 lbsla
Sericea lespedeza 20 lbsla
Shrub lespedeza 1 lbla
4. Where soil is disturbed,stringent erosion control measure should be installed:md maintained until the mine
is reclaimed.

y
NORTH CAROLINA DEPARTMENT OF
E:hIVIRQNMEI+IT AND NATURAL RESOURCES
DIviSION of LAND RESOURCES
April7, 1998
NCDENIK" F..
1MEMQRANDUNI
y5'A
A.MEB B. I�^J HuTJR.
Amr-a B. T0: Mr. Joe Mickey
'1 Habitat Conservation Program Coordinator
Wildlife Resources Commission
.I
WAYN ENi
_�CD E41TT FROM. Susan B. Edwaids
S>~CA1�I>tYr Mining Program Secretary
w Land Quality Section
a•�6 , o SUBJECT: Mining Permit Modification Request for Medusa Aggregates
CHARLES H.GAROMER Lenoir Quarry - Permit No. 14-0 1
[t.*,
y�pG..P.C.DIR12CTOR
p 5TA s'GsoLoolsr Caldwell County
AH .
9
0 0 Please find attached for your review a copy of the mining permit modification
request for the above referenced project.
Please review this information and advise as to the probability of this operation
having unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-5 I (2)).
Please respond by May 1, 1998 so that we may complete our review of this request
within our Statutory time IImI s
1 -
_ As is the case in our review of all mining permit applications, renewals and
nlodifications, this office will carefully review all proposed erositun and sediment
control measures to ensure that they are suflicient to restrain erosion and off-site
sedimentation. However,any comments your agency can provide regarding effects on
wildlife and freshwater fisheries would be greatly appreciated, if your staff wishes to
�_. perform a site inspection, it is recommended that they contact the person submitting
- .. -- this request to set up a convenient date and time. Also, please send a copy of your
comments to the person noted in the application.CRETURN ALL APPLICATION
�MATERIAL5 ANL[APS WITH YOUR REVIEW COMI1ENTS To THIS
FF1 CF 4
Your continued cooperation in the review of these type requests is greatly
appreciated. Please contact Ms. Judy Wchner at [phone] if you have any
questIMIS.
0
ISBE
Attachments
cc: Mr, Richard Phillips
e.o •' Q LAND QUALITY SECTION (01'J)733-4574 F-AX[71 F]7a7-Z07G
Qq�, GEOLOGICAL SURVEY 3ECT16N(91 9)733.2423 FAX I9191 733.0900
G �
P.O.Box 276H7, RALE IGN,NCKYr CAROL rNA 2751 1-7687 1r[LEFK0NE 19191 733-3633 tAR(919]715.880i
AN EQUAL 0PPO RTV N I TY I/.FFI R M A TIVC ACTION EI.I PLOY EA-50%RECY CLE DI140% POST-CONSUMER PAPER

North Carotina Wilafe .Resources Commission
512 N. Salisbury Street, Raleigh,North Carolina 27604-118 919-733-3391
Charles R. Fullwood, Executive Director
MIi;M1ORAN1)UM �}
l IJ
TO: Susan lidwards, aMining Progratn Secretary
blind Quality Section
FROM: Christopher Goudreau, District Fisheries Biologist
V-11
DATE: April 15, 1998
SUBJFCT: Mining permit modification request fear Medusa Aggregates,Uruoir Quarry, Perinit No. 14-0 1,
Caldwell Cimrity
This correspondence responds to a request by you for our review and comments on the above rcicrenced
project. Thcsc comments are provided in accordance with certain provisions of the North Carolina Mining Act of'
1971 (as amended- 1982.G.S. 7446 through 74-68: 15 NCAC 5) raid North Carolina Ceneral Statutes (G.S. 1 13-
131 ct seq.). A site visit was conducted on April 15, 1998.
The applicant proposes to relocate an overburden pile,build a sediment basin and construct a diversion
swale.
Based on reviny of the submitted plans•we have ;10 objection to the project as proposed,provided the
following recommendations are implemented:
I- A 50-foot vegetated buffer gone should be preserved alone all streams to provide sediment filtration and
wildlife travel corridor fltnctions.
2. Woody debris (slash or large trees) removed during development of the she should be placed along the
outer edge of the overburden disposal Area or property boundary to provide cover and nesting habitat for
wildlife.
3. Reveoetation ofdisturbed soils should be modified for soil stabilization and wildlife benefits, as firllows:
<a. tilt1'i11g/Sutnmcr Mixture(May I - September I S)
Browmop millet 20 lbsla
Scricea Iespedeza 20 Ibsla
Shrub leslVrlela 1 ibla
b. FalMinter Mixture (September 16 - April 30)
Rye grain 120 Ibsfa
Scricea leslxdeza 20 IbsJa
Shrub lespedeca l lbla
4. Where soil is disturbed, stringent erosion control meaasure should be installed and maintained until the mine
is reclaimed.

, .1-...-,M..n...,F.-rr .„-�.. .,.. - , -.y -M'^.r-^r++."�-.Y-r.....r,<'ti•.-�•j.F-. ..r.,.......,.�, •yrmw-*�+.+.-•,+^'Y"w...1-.ltivrdti-.'ti:.r.�'+,.Fr-�^• -. _., ""-
f
DATE TO ASSISTANT DATE is SUSAN
LOGGED IN
Lam,, MINING CHECKLIST FOR ROUTING
Company -1 � �I ' rA_/AI ZWAM Project Name z+ [. VV/V""11
Permit No. County 6A&/'e// Date Received R
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal.-"El Modification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
Ile
Fee 'Received: Amount aSo
Please route to:
- �,
-❑ .y���;, Field Office Date Routed
Wildlife Resources -commission Date Routed
* ❑ Archives and History Date Routed
❑! Other; __. �s'� �� Date Routed
Suspense Date for comments: 5//,/905 (Date received +30 days ,
not on weekend) t
r Please note the following :
1
Y
*SUSAN : Please make file and return Checklist and file to Reviewer
White Copy 0 Field Office Yellow ar-d Pink Copies to File Goldenrod Copy to Susan

�;• NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
April 7, 1998
N DE .
ME-MORANDUM
-�7
IAME9 6.HuN-rJR. `
cool _ED TO: Mr, Joe Mickey
Habitat Conservation Pro ram Coordinator
l r4 4Vildlife'Resnurr.es CcsmmI ss,ton
FROM Susan B. EdwarJs,
FWAYHE MC0CVITTi •i-�"-'
44 r. •�fr.�'�a"f' ' 1
Y SECRETARY ,-� ,,: Mining 1 rogram Secretary
F�.
r '• x` x� Land Quality Section
1r
SUBJECT: Mining Permit Iklodification.Request far s��l�dusa Aggregates
�.� .•
.,,CFIATtLE$11.CaARpNER`"-= 1_,enoij Qua[iy - Permit.No. 14-01
AND STATE G[OLOGIST:. Caldwell Lourit�'
• ♦♦�S+n ~r � A ,
f *itfi�
..�a��.�:t��_ •_•h.� Please find attached for your review a cnl;y of the mining permit rriori:ficat:on
request for th alcove referenced project.
Please review this information and advise as to the probability of this operation
having unduly adverse effect on wildlife acid freshwater fisheries G.S. 74-51.,(2)),
Please respond by 1N1av 1 1998 so that we may complete our review of this request
within our statutory timc limits.
As is the case in our review of all mining permit applications, renewals and
i t '' ` "• modifications, this oFiice will carefully review all proposed erosion and sediment
t control meast:res to ensure that they are sufficient to restrain erosion and off-site
1��3 • r' �,yfV�j - ..
sedimentation. Howevcr, any ccrnmcnts your agency can provide regarding cffccts on
,. .:i .: ..� ...: wildlife and freshwater fisheries would be greatly appreciated. If your staff wishes to
perform a site inspection, it is recommended that they contact the person submitting
this request to set up a convenient date and time. Also, please send a copy of your
" comments to the person noted in the application. RETURN ALL APPLICA; ION
MATERIALS AND MAPS WITH YQUR REVIEW COMMENTS To 'I'IiIS
E
Your continued cooperation ;n the review of these type requests is greatly
appreciated. Please contact Ms. Judy Wehner at [phone] if you have any
d�`rI questions..
Attachments -
"'°�` cc: Mr. Richard Phillips
LAND QVA1,ITY 5KL TION I.919}733•A574 FAX(*$9}73:1.2875
.{�aa GEOLDO ICAL SVRVEY 9lCTItJN'9191 733.2429 FA%[4Tg}733.A917^�
S
j.
P.O.k30x 27$87, RALEMP, NORTH CAROLINA 2761 1•76a7 YEELCPNONC 191 91'733-3833 FAX I919}715.0801
AN CqV SL OPPORTUNITY 1 AFFIRMS TO VC ACTION EMPLOYER - BC% RCCYCLE Olt 0 , PONT CID 4311MER PA FER

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Letter Qf Transmittal
LEDFORD ENGINEERING, INCORPORATED �8
CONSULTING ENGINEERS 8 LAND SURVEYORS 8661 Z
P.O. Box2217 add M
Asheville, NC 28802-2217 U
Tel: [phone] Fax: [phone] du� s��jJ-
Date: 0311
'Attention: Mr._Tracy D_avis,_P.E___.
Re: Permit Modification (permit #14-01) Job Number/Name: Medusa-Lenoir Quarry
To:
INC.DEHNR___via USP_S
Land Quality Section
FPLl Box 27687 1
Raleigh, NC 27611-7687
We are sending you ®Attached ❑Under separate cover via Fed Ex the following items:
❑Shop Drawings ❑Prints ❑Plans ❑Samples ❑Specifications
(—]Copy of letter ❑Change order ❑Other-
Copies Date Description
4 02/16/98 PLANS - pqs. 1,2 of 2
�] 03/30/98 Ledford Engineering Check_-#ySa� �
1 03/24/98 Letter or Medusa letterhead from Rodnet Henkel - 2 pgs.
03/25/98 1 Copy of faxed letter from Caldwell'County Planning Dept.=1 pg�
1 02/13/98 Data sheet (basin and det. Swale caCs.)
1 Page 15-Section E of"Application for a Mining Permit"
THESE ARE TRANSMITTED AS CHECKED BELOW:
®For approval ❑Approved as submitted []Resubmit copies for approval
❑For your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections ❑Return corrected prints
❑For review and comment ❑
[]For Bids Due 19 ❑Prints returned after loan to us
Remarks:
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
Contact person: Larry Barthelemy, FIT

ME D USA AGGREGATES COMPANY
2008 WILKESBORO BC)ULFVARD 5. E. • A. O. SOX 1795 • LENOIR, NC 28645
[phone] • -_ABC (704) 75E-7973
March 24 , 1998
Mr . `?'racy Davis , PE
861d� L
NCDEIINR
PO Box 27687
Raleigh , N. C . 27511-7687
Re ; Pcrm.it No . 14-01
Medusa Aggregates Company . Lenoir Quarry
Lenoir N . C.
Dear Mr . Davis :
On behalf of Medusa Aggregates Company, enclosed please find the
required documentation to accompany our request to modify the
referenced permi-�: .
Basically Medusa plans to re.locate-an-overburden _pile _to_orovide,
`-future-expansion .of-- the-exi-sting -?it,,, In moving the overburden ,
Medusa will, also build a rock dam and a sediment basin in corres-
pondence with the NC Erosion Control Regulations . There will
also be a diversion swale constructed to divert the runoff to
the basin .
The new amount of acreage to be added to the existing permit is
11 acres broken dwon as follows ;
New Overburden Pile Area : z9f.4-- acres'3
New Tree Lined Buffer Area: C1:.9--acres
please note that all current activities will conrinue within the
existing permitted area.
No new nnti.fication forms for adjacent property owners would he
necessary for this modification since the previousLy notitied
owners have not changed -

M E D U S A AGGREGATES COMPANY
2008 'NILKESBORO BOULEVARD& E. - P. o. BOX 1795 - LENOIR, NC 28645
[phone] - PAX [phone]
No new lands have been added so the existing land entry agreement
would be used. The vegetation plan as previously approved will
remain in effect .
Please note that the mine man consists of twe sheets . Many of the
minimum man requirements are not anplicahle or were included in
the previous permits renewa' package _
Attached please find the sediment/erosion control calculations
and mine reclamation bond calculation worksheet along with a check
in the amount of $250 . 00 to cover the oruc:essiiiy fee.
we appreciate your attention to this request for modification and
look forward to approval .
5incere.ly ,
-/�*k
61-1
plant Manager

03-25-98 iS:17 FFON:C'r'L.CIWECL WHTE 'r"Ga 7EE4 - -r 7!-s-7973 rriC�:Cil
ie,,
SAWW
Al—,W*JL'.'IhVV.
i�i�niusd h,�cgnrca �.=•raxpe��
Atm: "tcy Henkel
Y000 Wilkcaborca Bi%:4 a .
Lenoir,NC 28645
_ - W11CCIIUUS;YSPMK I1lIUI IClluiIS[ [ol a MUZA MGulLug PA%JI Wl AAvP" 4 Of your pro}iCI:js
_ - --- _C:alcb%vJ oumtj'_currently has the propel•zoimd R-N R,e&Wmia)which is conz;rlere.fi
.... ._. AL
resdeadal are classified nan-carifnmurut uses andare considered
idfia e'e On-the lands they miginally occupied prior to the adupdon of our zQjiing
- which[oak of 'crt June 18, 1994. Any future expa usi ms onto new lands which weir-not
part of YOW.;;+nsmal operation-would require a Bearing before the. County Cozmin issioners.
-nerd'ori T arc operating on lands you were originally permitzed iUr, Ycmr propr'm
:rc_' .;dSs=ecnsidered"gtandfarhercd".and iin,compliance.
5hottld you need funkier infvnnatio n, please feel frc--r ro notnfy tlic Trimming De1awumcnr aL
757-13-31 or 39"3€.2 Monday through Friday 8.00 a.m. to 5.00 pan.
�inrerrry.
r
-Bar r o,
Harry A Warren, Planning Director
t;:uuw+ek %t tjuuty ,r ialuuug- DCParaueni
FS W lac
P fac:7299_ylr �IIJ . . . . . . . . . . . . . . . . . . . . . . .
Car *.@[w.ry,CuM W 411re"n+nary err rAr earra or Tara.Op4m,,•kmh ej o W-.s.r,rnyRur•:nyr rw v raor.i P r,WI W.'F vv'f m' WOWV,9,,eN Jv r.n.ve

DATA SHEET
MedLisa Aggregates Co_
Mining Permit Modification
2/13/98
BASIN
Disturbed Area =9.1 Acres
Q = CIA =30.7 cfs (C = .45, 1 = 7.5 inlhr)
Volume of Required Basin = 16.380 cf
Basin Size = 82'x164'x2.C' (Volume of Actual Basin =26.896 cf)
Actual Depth of Water in Basin = 1.22'
DETENTION SWALE
Triangular Ditch Section
2A Side Slopes
0°b Runnirig Slope
Depth= 2.0'
Flow Capacity= 61.7 cfs
Actual Flow Velocit y �3,aa,fps
NOTE Grass Lined[detention Swale, No Rip Rap is Needed.

• h
AI'PLICATION FOR A MINING PI.Irmu
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
he followi►rg homI cak►demon woikdicert is to he used to estubli4i trtt appro)r•iate hr�rrd
(base[!upon{r ra►igo r j$500 to $5,000 per ajfected acre)jot'each pe►'►rutte d mines.vite
bwvd ryxm the acmige approved by the Delxrrttrrem to he r ffectetl drrr•itlg the Irfe of lire
tttltrtttg per►rrlt,
1'lm,sc irtscrl tfre ct�pproxittrrrlc rrr;rec r ecich mpect(if the mitti►i teratinlr, thgf My
itlte rrcl to ciffect the lifter c f fli.ss►rti ihi gjx.�rntit(irr_crrlclitrn►t� llccr.�cr itt_ __tier!the
C14
2
1J )►'iC7t(d rcrciu►►xrtiml co.ti7/crc're for eewh cafe� ' mutt tlte.',S'c'beilttli of/2c'c lCrltlatlCJlr
Grxst.s1�rot�ided u�itla i1ti.�•rrfJpficcrtiutrfr►rtn
AFFECTED RECLAMATION RECLAMATION
CATI:COR'r ACREAGE, COSTtACR1, COST
Tail in&OScdiment Ponds Ac. X $ !Ac. - $_
Stockpiles Ac. ;t $ r'Ac. _
Wastepiles I , 1 Ac. X ;J Ac. _ $��� ?
Pro"ssing Arr,0 ,,Lul Roads Ac. ;C $ 1 Ac. _ $
Mine Excavation Ac. X 1 Ac =
Odiur I-%� 'i f i::.�=' �. �f As:. X Ac.
L'h + ,4; ". Ci1
TOTAL AFFECi'1D AC.: Z Ac.
T�rnpara ' & Pcrmancnt 4alimcntationn li: l rosioo Control MC;aSUrus:
Divide tlic TOTAL A1117I:CC1;D AC, above into tic following tuo uitcgories: 0 affixtod acres dint
drain into proposcxdcxisting excavation and/or b) affected acres tlsat wi,l be gradcd.for positive dr:timage.
nimsures will be ruxdcd to prcmit offsite sufimcnt
a) Interval ❑r:unagc—L Ac.
b) Positive Drainage Ac x $ 1500. 1 Ac,
SUBTOTAL COST: $ 1 z r- C+
Inflation Fa or:
0.02 X SUBTOTAL COST: $ 1,=.rr• X permit life: ]
(I to 10 years)
INFLATION COST: S . C• 4�0
TOTAL COST = SUBTOTAL COST + INFLATION COST = $ )IF
TOTAL RECLAMATION BOND COST: / i'[?�) cr)
(round down to the nearest$100)
15

31JR•SY..�r+.. ry1.T"7.nMrn"�.q^R'rtiglri„A11�. w"^y9di-N.V'LT7ifYi-...nrr:79fr .. -.�..Y"red +.Tr....y.�1.M r.:ti.. n _ .'IF.—T/^.r Orr rrv..r�..r..y, � ...
DATE TO ASSISTANT DATE SUSAN
LOGGED IN
i
' WNING CHECKLIST FOR ROUTING
Company Af a& Project Name 066s rr.r
vU I U
Permit No. /V-01 County Date Received
Reviewer
v
Please make copies of check to include with Central Office and
Field Office files and lag in checks.
* ❑ New ❑ Renewal-❑ Modification El Transfer 1:1Release
:10 Additional Information ❑ Fee Needed
❑ Fee Received: Amount
Please route to:
�❑J l
� �y1f��. Field Office Date Routed ��
rf �
❑ Wildlife Resources Commission Date Routed
* ❑ Archives and History Date Routed
❑ Other: Date Routed
suspense Date for Comments: ar 1 I .g (Bate received +30 days,
not on weekend) '
❑,� Please note the fallowing :
PJAA� di-RAJI" &�z
q�hl lw n�&d add ZlkftlZll 4J -7G
*SUSAN: Please make file and return Checklist and file to Reviewer
Waite Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

a M E ❑ U S A AGGREGATES COMPANY
2008 WILKESBORO BOULEVARD S. E. - P. D. BOX 1795 • LENOIR. NC, 28645
(744) 7 54-5 348 • FAX [phone]
L� �7 -. T [Eh iarch 13, 1998
Mr. Tracy E. ❑avis, Y.E.
Land Q}+Aity Section — N.C. DF,14NR
1 .0. Du,: 27687
Raleigh, North Carolina 276"11-7687
Re: Permit No. 14-01
Lenoir Quarry
Caldwe1l-C-0uc1ty
Dear .M.r..17a 11 is:
This is to request a minor modification of the above referenced mining l'lerinit, for an
area that was previously approved for modification in 1996. lit your June 21, 1996 letter
to the then-superintendent of Nledusa in Lenoir (Dwight VittitowL the referenced area
was approved for "relocation of an existing asphalt plant or stockpile area to a 6.2 acre
area". The change we are seeking for that same referenced area is to change the word-
ing of the previouspernrit modification to allow for "either the relocation of an exist-
ing asphalt.plant or the set-tip of another rispluilt plant on that 6.2 acre Site, as well as
possible use as it stockpile area". We understand that this would not change the per--
milted acreage at this site (279 acres) nor the amount of land we would he allowed to
disturb (79.2 acres).

We appreciate your consideration of this request at your earliest convenience and
look forward to your reply.
Sincerely,
Q&A w
David Woodard
Sales Representative
cc: John 'Tiheri, Director of Sales and Marketing, Medusa Aggregates
Ken Sh"l,-Directs -r-o T-echnic al-Servir-*s,-M-edusa-Aggregates
Jim Ziegenfuss, Director of Operations, Medusa Aggregates
Jack Gividen, Castlewood Operation
Rodney Henkel, Lenoir Qkiarry

�r
1'
U
83
f AI"
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DATE OF PHOTOGRAPHY - 11-16-2001
Lj IA
CF.METERY j � C!?MF.TERI � � = � j!,
` J [ - • AV
LEGEND
` C VI[;TERY ! J `..� off f q
f IIC1FfT,niJ'I'AL C(}lY1RC11_Pf1FNT d
VERTIC:ALC`ONTROI. C1, f POINT
3� _ — _ � iril�excnnrlc���� -35Dfl
4 CFINHTL-;RY I /
INT. .4E'.IJ1R"fF.CONTOUR
SPOT F.E.F:VA'nON + 751.6
S It f CEMI�:ITRY f r 1 �G �`� r' `
C'i:MI?TF. Y 1 / r WA1'CRCL
1 11'
ROAD
_
r /
BUILDING'`� LWA'EDOBJECT © Y�
f !! TRr:P5 `
PIrF
r it II A1
Ik]LE
W]:rLA NDS(St yell
W F.'CI.A N l}5(Non-S urrcycd]
J i
_ I �f
7l, _ F[.f7[1€IWAE'FR[Ni:ii I-----------
J
G
OVERBUIRDEN STORAGE
SE:.:E iE� r�DNDS PROPERTY and PERMIT DATA
` PR(]PLR"f OWNED(. rvcycd) 24R.7 Acres �
-........
_... -
- QUARRY 1'L R11+11T B{}UIVI}AItY 287.1 Ac"L " a
Sl kOCKPILES ' •THE PERMIT DOCUMENTS SHOW THE PERMITTl:f3 ACREAGE To HE �
1. 290.0 ACRLS- AFTER MELD SURVEYING TIIi PIOPER'iY hl�[D PL RM1T [11
BOUNDARLES IT IS POUND THAT THE PERMITTED ACREAGE 15 2R7.1 ACRES. o
S�EyTT`` LING
- y.- - Lt7
7 "MIN
dl py
� i1 P�1���■~� SEX �
(�/- SCAB, F �
f r M+NE ExCAVATION EX N51Q LAND USE DATA
C,�Nzr 1 `4 _TnArxs €' ' ram URINE EXCAVATION �
SETTLING 1 SEDIIw UN'f PONDS 3 Acres �
N 80"D
STOCKPILES 1 PROCESSING Q
AREA J HAUL ROADS 25 Acres �
HALULf OARS i
OVERBURDEN STORA(;L•' 20 Acres
97--
L92.
i MINE EXCAVATION 30 Ac-r�
Si
{ PROPOSED fw41NF 1 7CCAVATION EXPANSION
�
OVERBURDEN STO AGE `
1. •� 20p S1=D`NE��AVAT10JIf o ¢ Sri
�•� NfON U m E o
N alol
LLJ 1= I
a
LJ W
aQ
]C W Z
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,
,9
4
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z 0
0
i ,
Lu
AI F301L`iJQ
E
Z
U
J ui U)
TENN! COUR J ui
t� Z_
SHEET NUMBER
CS
0 300 600 900
1 OF 4
I SCALL 1"=300'

' EXISTING
....... HOUSE w_
r -
_ G
_. EXISTING � � .HOUSE
HOUSE
t'Xi%TIN'G SEDIMENT POND t
UNNAMED STREAM
4 141J �u r
4 1 J }y
r � D
C��
;r MEDUSA AGGREGATES PROPERTY.
f` ROCK DAM
8' TOP WIDTH
� TOP EL = 1145.00t
O 3.r
1 fl 00flfl�?fl4fl�?C}�fl fl Q fl
t3 0- 04 0' 0 fl��fl MAINTAIN 15' UNDISTURBED BUFFER
fl4000 FROM CREEK TOP OF BANK i ;r f:'• 25' UNDISTURBED BUFFER
❑0 O fl _ FROM PROPERTY LINE
000040
' CIE` 4�R�?�?SFD PERtdIITTED BOUNDARY
0�fl� 4 Pf201�
OSED PERM17TElD 8Q(�.1 DARY
pF�dPER7Y L] I �l�,so
0 0 0
�J w�
00
L!
� .�.. —�- � �"` �❑ EXISTING
I HOUSE
l
�r �r
[MPROVED SEDIMENT BASIN
82' X164' X2' DEED' { ,
-
� .� WASTE OVERBURDEN AREA �
9 . 1 ACRES
�V o
�' .- ran , - - ` ��i •� �, � �
f f .r1
r E, -1STIN G P r T AFREA
- J r - •. •_ ..lf`+ •.,Y �, M1 .. ._' __-. _. - _ '• r ,`lam � � ,, , � � _
,
MEDUSA AGGREGATES CO.
TAFFECTED � �Ef���T MODIFICATION
_
ACREAGE x� NOTE: REFER TO SHEET FOR LOCATION �,. CALDVELL COUNTY — NORTH CAROLINA
� � MAP AND DETAILS. ,. � .,. .... � r - .---..__ -------- ..._---_. _ ___—__ ----- ._ ---- --- -----
PROPERTY LIME UNDER EXISTING PERMIT 14-01 r y: p'•• / '. .1EI•y -- �vj-- N{r L"+.---:�� ant&. Q��11f98
ESst 1 P F I _
PROPOSED PERMIT BOUNDARY WASTE OVERBURDEN AREA 2.5 ACRES !►1 MEDUSA AGGREGATES COMPANY Lw:�, r,.ovrc
1� r f�(151'CNG (yil7 NQARY -
owc gas.
.rf C�l ��1'IIIC' [ AI.:F� SEAL
��� 14420 S$D CORPORATION DRIVE `wale.
••••• ••••• WASTE OVERBURDEN AREA BOUNDARY PEI2hi1T MODIFICATION REQUEST �y '. � �+' LEXINGTON, KY 40503 � 1" = 50'
--�D-•- -0 DIVERSION DITCH WASTE OVERBURDEN AREA 6.6 ACRES � .n �� zap G E� --__ . __-_..-"___. . __-._�__--------_..___ .----•�_---- ---_-__.--------.___—
.f_.A_x•_.'.' EXISTING WOWSLINE NEW BUFFER AREA 1,9 ACRES � -_-'� - � _
I Grown By racked Ay
�7tV7At+C/� 1t�Vy�Gy r ., C1 Ledford E n g i n e e r i n g , I n �'�� -••__--"" .
PROPOSED fftJMSLINE J L,--. ..... _ .-_ _._-- ___.-.�,.-...-...--.._y � � i i� �`-�1� �Shee--t No.
( }p 93 Church Street �c
EXISTING STREAM AND FLOW ❑IRECTION � 1!V FEET ] � # I f_
I inch == 5fl fL.
Asheville, NC 28801 (704) 255-7596

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'` "� .�:,--n.:�, �. . i 2 •. r' ,r x x . . . f -- _ Korean lespede�a 15-2C
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1r . r 1t17 yY�, ~`a % f , ` _ Winter Rye (grain J 15
. I,:P.-I.; ` , X � ,.� .r .- ' . / - . - - SEEDING DATES
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. ,� j - �[`' - E DING tDT� .
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i Ls 1.•,:�.F 1. r 1i17 l � I .: I .. '
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x112' x ` �'. .!, £olfow recorrlmendations of soil tP,5t5 pr apply �,�OC lbr'Aore ground ❑gncufluraf limestone :end ?t000
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{�-1 \-�� � } OUTLET PROTECTION APRON Exist. Grade-,, r' 1 ineh - 200 ft-
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_. ... ? 2 � L._J `� � r \.- / Notes:
�I , t] � , � !1 L_ ,f/ 1) When the exist. crass slope is greater than 4:1, PROPERTY LINE
= -w _ - . ,�.,.K -.-'_.......... ....: _.. - _.�_:_. ,:_:':: - -__ _ _ _ �_ these em6a tsment foundation an benches hall be 1
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- constructed inthe a the emt�Qnkrrrent
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..�95L-0DU�Ia . .. .. 4 � ? ; �1 P ]� WASTE OVERBURDEN AREA BOUNDARY
Fill Slope--� �Ff 4 �D - D, DIVERSION DITCH AND FLOW DIRECTION CALC}WELL CQUIVTY - NORTH CAROLINA
EXISTING YMQDt}SLI!>!E ---- •-------I' --r-i-.---- - - ----lJ^ --.... ..._....__
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opos�D woClasLINE E��SA AGGREGATES MPANY Dwr,i,ie. J -
GEQTEIiTILE FA6R3C �1U END OF OUTLET PROTECTION) f EXIS7ING STREAM AND FLOW DIRECTION LENDANI.DIAG- - -
� � f
. 88D CORPORATION DRIVE -- --- --- ---
BENCHING EXCAVATION FOR WASTE OVERBURDEN DISOPOSAL LEXINGTON, KY , 40503 Isoaie= 1, - 100'
--- ----------------..--...-----.....- -- ----- . ..--.•--.--'_-.�--...-_-_--_.-_------
brawn By. Checked By
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. Ledford E n g i n e e r i n q , I n d . _----LI{B .__ ---.__. ...- -
. R O C DAM DIE TA IL Sheet �Q.
___ ---.__. 9 3 Church Street
Asheville, NC 28801 (704 255-7596 1 2 of 2
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NEW f, �. 5 2 9$ LIt6 ADDED CRASS SECTION
,: 1 y OF 3
.., f ;,•,�+ +,it sob ►rxt 6/30/98 LKa Februaryomp
�. NCDEHNR COMMENTS 1999
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thins ernboUment foundation benches shall be
constructed in the original slope os the embankment
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5/21 /98 LK8 ADDED PROPOSED CONTOURS '
r` [. +� ilk•' ,;�
•T' r '; a r4�� �r'�r � ,. �;; a is r 1240
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JL
�; FCTION FebrliarW 1999

CA
t _ _
DATE OF PHOTOCTR A PI IY - 1 i-16-2001
LEGEND
HC1RIZON l:1f.CONTROL POINT
J n
17 Y R'11C' C A i. ON J'RC Y3-PC INT 0
[1Y f k _ '•L �`rf.: ITinFx{;ON I'UUR
INrr_RMUDIATECONTOUR
_.
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_.._� SI1Cl'I'1=1_l•.V ATI[ll+E + 751.E
W A TT;& a
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LOCATl;i)OMEC 1' rJ�
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Air
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O ! Y
Pk[]PI'.R'rY DWNI::[](Survcyul)
C.
PRlll'I:IL"I'Y A IlJ,1t'F.hIT I Survcyodi
[?kIARRYPI?kMff'H[1UNl7ARY
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r J 'F '�..�' •_---'`'..- r 1'..'�. I f Lw-- —....__..--J
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`J I'RLIPMEDUC)NIO iRti
NORTHWEST OVERBURD�EN \\\
� f'RC PU SG D i.K AS S
�. .._.---� --------------
DISPOSAL FILL LINlULIAJNFf. �-
...
wOf A5,11\ LINH[]CHANTELJ_
CA
ED
PROPD5
POND NO.1
Qti POND NC7.4 _. - �`
TEMPORa u
P s�aPE DRAIN INLETS '�, SILT FENCE ❑
PROPOSED UNDERDRAINS
R ENENERGY ❑1SSIPArICN BLANK FT
EXISTING HAULROAD TO ACCESS z. _
z
NORTHWEST OVERBURDEN DISPOSAL FILL - - ` .- : ' A
aN VEYAN CE
T
04"ANNEL NOA +RIP AP RP RAP
"
18" SLOPE" DRAIN
CLEANWATER
ER I C] S O
N.
SI-WE DRAIN INLETS f ` -•� ''•..� a `
'• , 4 _ EASTERN OVERBURDEN
DISPOSAL BERM
POND NO.2
. _ l Li a
-
t C} U In
F r �i Ca h1 Q
.F SC� C] fJ CS Cry m E O
TW1N 60" PIPES > > > Cq u,
TANC5 z � (12 gage Corrugated Metal or Class V Concrete) o
a t w w d
r z Z w z
w 0
TEMPORARY SILT FENCE
HAULROAD
POND ND• 92S
:-� .. . ,. . . TO EASTERN � �
L� 092F' OVERBURDEN
DISPOSAL 0
BERM Q
Q W
0 0�
3- F—
=j Z
C) > L ❑
ir
Z U)
0 0
O IL
W � �
J
W z
O _
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D 200 ODD 600 SHEET NUMBER
- .. 2 F4
SCALE: 1"=200'

1250 1250
EXCAVATE
TRENCH
C
TRENCH
FILTER CLOTH Id
,� 1 2 0 0 � OVEf?LAP MIN 1 S"
o ='' '_ --_`,'�" AT TOP OF TRENCH
4a' r emu._���+'
x PROPOSED NORTHWEST �� _ _ _ � ■y
w OVERBURDEN DISPOSAL FILL �':i�js �� j1'''�
~�-
__- NO 57 CLEAN STONE
-- - _
W _. _.. - _
x
4 -- - - 11 �o - -
115D _. . - - - _ - - -
f -
�Z
r..
� - --- - ----- ,-- -
-•--�.�.' 8 PERFORATED RIPE
�- - EXISTING GfM)ND (HOPE OF PVC)
1100 PROPOSED UNDERDRAIN 1100 I Z'
SCALE, 1 n-1'
UNDERDRAIN DETAIL
1 a50 SECTION UNDERDRAIN 1050
0+ 00 0+ 5o 1 + 00 1 + 50 2+00 2+ 50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
M
O
N
yr
C
7
G
E
7
L!1
I w
- ---------------------------------------.-----------....................... ..-...-.....Y GI
1250 LOWER CREEK FLOODWAY FRINGE .� 250 � li .......... .....
? 3
� N
SPILLWAY
VADTH WIDTH BOTTOM + KI
KI
0 WIDTH v
1200 o PROPOSED NORIHMST
1200
= 12 0 BOTTOM DIMQSONS I aOVEBURN DISKS& FILL
�
m LENGTH --------------
-
- — - — LOWER CREEK FL.L7ODWAY ...... � ...... - - - -
._._=
115 0 --
_ -_- 115 0
W �
----------
--- ----- ------
PROPOSED POND NO.4 f �- ---— -- - - --- -- - -- .................. ............__...-LENGTH
SPILLWAY DISCHARGE TO LOWER CREEK 150'
T ENSIGNS
-. ...._-------------- - - ..... ...---- .._
-------------- -
1 0 Tl E7iI571NG GROUND 1100
LJ WAY INVERT ELEV 1778❑ - BOTTOM OF POND ELEV 1113.R FLOOD E!_EV 1124,5 AS PUBLISHED IN F'EMA'S �
SPILL
FLOOD INSURANCE STUDY FOR CALDNIELI. COUNTY,NC EMBANKMENT
DATED AUGUST 3, 190 YNDTII TOP OF EMBANKMENT ELEVATION
FLOOD VELOCITY 1.1 FEET/SEC
(M"WUM STORAGE CAPACITY} SPILLWAY INV E]EV
SECTION B - B' 1050
1050
,..__ _ _ rTw n nol�o_ Vn»oFl
0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+ 00 7+ 50 8+00 8+ 50 9+00 9+50 10+00EO
> � �
€T
Li
z : W o
C] W J
LJ qG S d 0 •--�
O O L) inUl u-
- ` CONSTRUCT SLOPE DRAINNLET WHERE THE FILL BENCH INTERSECTS EXISTING GROUND.
I GRADE THE SLOPE DRAIN NI FT SO THAT IT IS A MINIMUM OF TWO FEET BELOW THE
BENCH FLOW LINF. THIS WILL ALLOW SUFFICIENT HEAD ON THE INLET SO THAT RUNOTF
WILL NOT BACK UP AND STAND ON THE FILL BENCH,
r
MN z - J
130❑ 1250
1300
VR - ..................
U
LLI
HAULROAD TO EASTERN _ m
OVERBURDEN DISPOSAL BERM r} i TEE FITTING
) n �y FOR DROP /� L L
1 L J�J PROPOSED OVERBURDEN 1 2 5 0 1200
2 0 0 INLET 1 2 0 0 Q 0 co
STORAGE BERM
! r = ... r
p Imo ! . ZPROPOSED DYER9URDEN
' ^ DR ELBOW
DROP J
Q
U W
......._..- —
5' I
' EL.POW P A(TD ON FORFlDROP
,- ___..... ... . . 4 1 20❑ 1 /"lJ� T'S SIDE TODk551PATE ENERGY INLET 1 1 50
12(�0
1 AND DIRECT FLOW ALONG .. ... _-_ O
3'`F�r PROPDSEFJ POND N0.2 _ - CONVEYANCE CHANNEL N0.1 .•- --------------------------------------
-- W
Bfr J
7C]` 50 - 4 DRAIN
PROPOSED
- .
-------
PRINCIPAL P SPILLWAY �sfi t .
•=-...---- ' - _ ` INVERT ELEV 116T.0
1150 1100 1100 0
1150 --
EMERGENCY SPILLWAY
INVERT ELEV 1182,0 EXISTING Gfi[k1Nb
TEE F1rnN�c Q
KEYWAY TRENCH EXISTING GROUND FOR DROP C)
GUT THROUGH DELETERIOUS MATERIAL
INLET
MINIMUM DIMENSIONS 3FT DEEP x 5FT WIDE
1100 SECTION A - A' 1100 1050 TYPICAL SLOPE DRAIN PROFILE 1050
0+00 0+50 1 +00 1 + 50 2+00 2+50 3+00 3+50 4+00 4+ 50 5+00 5+50 6+00 6+50 7+ 00 7+ 50 8+00 0+ 00 0+ 50 1 + 00 1 + 50 2+ 00 2+50 3+00
SHEET NUMBER
3 OF 4

--------------
r.n
DATE OF PHOTOGRAPHY - 11-16-2001
�1
��,POND NO-1 LEGEND�- -� �
Hi]RI2f7N w,C:CRtl rkot.PC w �]
_ +
_- '^� •I � t VF:127'lC'AI_CONTROL MAN
TEM PORA rNF7hX['C7NT I)[J R
SLOPE DRAIN INLETS SILT FENCE
ENERGY DISSIPATION BLANKET I1N)T1MEVATI DI FCY1N3[1L1R
Sf�[]'f 1�.3-3iVlil'[[7N 1.. 1-
WA'rE1R T
A ---- —
I)AVEDROAD -------- --..
• � n[s I RtJn[a
..._-._. R rsulF nlNt.
DIVERSION Ft7cArLnan�rc� 0
E•'�Nc F �
SLOPE DRAIN INLETS TREES
PLPE
EASTERN OVERBURDEN
POND NO.2 Ar
Lo
.. 1'f:lk.fi
4.
olSPosAt BERM
i �l 4�Q. It ..� ` .... � � ........
ryv] QUARRY PFF.R M I-1-E11 H 1N DA RY
PI.(X)DWAY I J
• tMID LINDURURAIN ---
:!
4b TWIN 60' PIPES
Q 1 a e Corru ated Metal or Class V Concrete 1'R[)fi)Sk:U l�7N7L7URS
'. i PRUE'(75.FU(IRASS
w. Ov, All
TEMPORARY SIL T FENCE rlNlntllANNkL
..
..... Wf.l[.ANI7.S r Y
Sursc cYd
.. ---- WETLANI7S[Nnn-Sirn:ya!}
:. ..
r!s
HAULROAD POND ND.3
' f TO EASTERN _
a
OVERBURDEN
DISPOSAL
BERM
d
o ,
� N
Q1 43
0 200 40D 600TIF
�' a
17 w
6
SCALE 1"-200'
LJLTIMATE FILL- DFVELOPMEV T
12` 0 1250
INITIAL FILL DEVELOPMENT
HEAD BUILD UP DURING
25 YEAR — 24 HOUR
_ STORM (:5.5 FEET)
1200 1200
w . _ .-- —
KEYWAY TRENCHEn
- U
4 SLOPE
�
0 or
3
O Q
Q M]
115Q — -. - � mM � m
1150
.. .. ......... -- __-- L.. HEADWALL
tv EO
-.�
in
CONVERT SUMP TOENERGY EXISTING GR�JUND L i
a
as
w w t
TEMPORARY SUMPDISSIPATIQN CELL BY INSTALLING
TWIN 0" N I P E S Z w J z
FOR PIPE INSTALLATION CLASS If RIP RAP — 3FT DEEP (12 GAGE CMP OR CLASS V CONCRETC)
45 FT LONG AND 60 FT WIDE a o U 0 0
1100
UNDERLAIN BY FILTER CLOTH 1100
0 50 100 150
1050 TWIN 60" CULVERT PROFILE SCALE 1"=50' 1050
0+DID 0+50 1 + 00 1 + 50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+ 50 6 00 6+50 / +00 7+50 8+ 00 LU
Jo
_ EL W
1400 140❑ � o W
Mw
o
J
cr C3
c� 3 Q LL
1 300 EXISTING GROUND 1300 Z J 5
---- --...
04 W CL z
LU
J
10% GRADE _ _. --
W U] Z
-��r _ __ .._._, u.w_ 1200 0
PROPOSED HAL.ILROAD GRADE -:
- � tf3
1100 110❑
0 100 200 300
SHEET NUMBER
1 D00 HAULROAD PROFILE SCALE 1" 100' 1000
10+00 11 + 00 12+00 13+ 00 14+00 15+00 1 6+00 17+00 1 8+00 19+00 20+00 21 + 00 22+00 .23+00 24+ 00 25+00 26+00 27+00

sl --_ _ r - - - .... . .. .. .... r�. �� fir�Frl�ti -��-'-• -!�_ f�� �
EXISTING
t ----HORSE
- -
A
EXISTING y _}-- HOUSE
HOUSE _
EXISIINGXISMNG
G)
f
1
1 '
EXIS.` ING SEDIMENT POND
UNNAMED STRCAIVI
r' l
MEDUSA AGGREGATES PROPERTY
i r
ROCK DAM _
8' TOP WIDTH
TOP EL - 1145,00
� .❑ Q MAINTAIN 55' UNDISTURBED BUFFER
D O-Q 0 0 O ❑ p 000
O0 FROM CREEK TOP OF 8ANX000
�
1 %
❑ O ❑ i 47, 25' UN04STURBED BUFFER
FROM PROPERTY LINE �
00
----- 000
_ERMiTTED BOUNDARY - _
0000 . PROPOSED PI':RMI '� -,,` ~` PROPERTY,ENE•` ROi2�05 ?rP *�_,_• ��_. �y �� �:r �'
-_ w D ❑ Q OV1Jf'LR ! '.r{ H�l'�S^�1`�
-,`yam,:' 000 + E �"
i Z7
_- - - --'- '- - _ D C) C]
Q d ❑ C7 -� E XI S TI N G
IMPROVED SE I 'ENT BASIN
60 .0
82 116 X DEEP
`
0
00 .
f
` 0 y,
1230
_ _ ....
.................
l ? 40 4 ..
..
A
r Ov ���111
- _ �� — -
.......... ..........
7 0
..............
CRES
_ - -
0
.I• 31-
4
Cr-
- fqC ram': `1E
�4, -
Olt-
IVO
4.If
. - - .. ._ � it �` • ' S f 1
F -TIN PIT AREA
` 4I
_
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_
MEDUSA AGGREGATESCO.
AFFECTED PERMIT MODIFICATION
LEGEND �A TIC R Y ACREAGE '�' NOTC: REFER TO SHEET 2 FOR LOCATION � ` � CALDMELL COUNTY - NORTH CAROLINA
PROPERTY LINE UNDER EXISTING PERMIT 14--01 2+ MAP AND DETAILS. �t� �,�'�-.,�Q MINING PERMIT 1110, 1�-01 Date, 02/11f98
PROPOSED PI~R1�ifT 80L1r�ipARY WASTE OVERBURDEN AREA 2.5 ACRES MEDUSA AGGREGATES COMPANY ¢� LENDAMI. YG
EXISTING PERMIT BOUNDARY l � � "rt
� � GRAPHIC SCALE ��,�'.,,�° $so CORPORATION DRIVE
SCOW
WASTE OVERBURDEN AREA l9DUNQAF2�' PERMIT h14f�iEIC�+TiON REQUEST LEXINi3T�3N, KY 4arJ0,� 1" � °.�0'
- D D-,�. DIVERSION DITCH WASTE OVERBURDEN AREA 6.6 ACRES 0 so a 25 �o 100 �aa REVISION
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Darin sY CtLecicvd 8Y
EKkST1hIG WOOC]5LlNE NEW BUFFER AREA 1.9 ACRES LKB MTL
PROPOSED WOODSLINE _ - - DATE WHO REMARKS L e d o r d Engineer n g , I n Sheet No-
EXISTING STREAM AND FLOW DIRECTION ( IN FEET } 5/21 /98 LKB ADDED PROPOSED CONTOURS 306 W. HAYWOOD STREET
] inch = 50 [t. Asheville, NC 28801 (704) 255-7596 � 2

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- ! 1 ' . , i -"` - r �,' r PERMANENT SEEDING SPECIFICATIONS
i' X]134. . ` - - - f' ' ,'7 ` X -'53�J ?' i SEEEJI{Ut; l`d1]CT�1RE
, " :,) % i. ) .''` I }r ��` -� --~- - c-� t './ ,. S ecFeB Rate (lb/acre)
-- �f' Ili9 . . -r' �.-r' .- 1122 }i . . j : - I f I 4 cla ocust 3
- /I r' X =, Ilea Ilea a �I 1- - . i _f - .. `-1 a i t' ,', ti Weeping Willow 2
} ` %- X � r' - l' J� " - r _ .-i + Korean IeSp deza 15-��1
.t + } r 11 1 �% -� '� 00 _ ,, f', r \ `.- \ '_1 Y L..6 `i,-r � Redto 3
s` , ! : . f f- 3 'S r , 1 VA- �L1 Shrub 1 e3 edexa 15-24
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•'�� _ 'I ;y ti_ I- i r� / - ... '11 r V, ..I•r .. i"�1, - r-r'9 r `, Winter Rye grGln 1.�3
�=. -.L _.. - - -�_.L--'- SEEDING DATES
`-- X �'r L - r�-1117 4.t • 3121 � r , =:x�r - �� �� - 4 F'eb- 15 - Apr. ]
0 ?� - . ti 7C ` t _ e 116 _ -
- - - , - , .. EDiNG AIi3Tl=
, . -1 ^ I' { i1 i . .W f - . I Q seedin Is impraGtiCal; the heavier rote of rye and fertilizer required to control erasion. over winter
` 3 - _. ._,.--r--- ou esexcessive competitiont t e e seeds gs-
, ti ,� / _ - W Id r u?t In wr h h tre In
� ? t � �l- - ram: _ f - .r, - - �4
r'., - 11t 7 i 123 i i` -_.. -- I r s, . - .-. - , 581E AMENDMENTS
} -;'�'-' I Fa!#ow recommendations of soil tests or apply 2,000 lb/Acre round agricultural limestone and 1000
1. }{Z. X a s r li` i�5 t :{ I Ib�Acre 5- 1D-]4 fertt!izer. 9 g
111`� ~'' - _._ } �• -_ �. - `� . f - . . i - s.�' . = I�iULCt#
. .. - - f - - - � . �- �f' - � Apply 4,000-5,GDQ lb/Acre grain straw or equivalent cover of another suitable rrulching material.
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- , _.- Anch r mulchin l� t ckin with s h I rovin or net i Netting h preferred an i�arin method
111b ]117 , - E i-� -- . .�' ~ . o g y a g a p vt, gr #ng. e g is the p e c g d
-' - - X1119 -', •-+ ;` • "e, _ . t / :;F -.-\ `, -S' +. t on Ste ep slopes.
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- - \' y *. _ _ ,} . . . . ANNTEIVANCE
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-_. �.r _ � I - 1. - .`. =. ���-. -�..r.:.. - ' .' J , . _'� Refelriilize only if cover is too weak. F2estrict amounts a1 fertilizer and see to mirirrixe competition with
r ti - ";- _ - k r � -- - �7: . �-�... _ �r��� - r , tree seedlin s.
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` X I133 � rP. r "� ... .( ' +-' . I ; . I) ; . - l '� TEMPORARY SEEDING Si'ECIFlCAT14t S
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- l '' '
r - - - %�` _ [307 l- - -j: ,-i i -'l f SEEDING MIXTURE
. - . . , 1 L - -.- 1.A r;:=.~ . . �5�., f - Species Rate (lb/Acre)
1 XIll . I1S6 � I -.�;r�� . .ti-:` p � �: �r, z 4. - . � � � , S �. \ Rye ( rain; 120
{ Il�i3 ram.=_ [ _ , q
.' + / 1 -- rr' f . - _ l . Annua! lespedezo [Rabe in Piedmont an t
1 :;.
�1 +� � , r I �{118' ]194 rr -�, 7-,L - �• `,_ r' 1 i` �.9��tfl �3flln, ltOrB4n In 14�4LIntdEnS� �J�
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i' _V - -- r I:;' y . N., . Omit annual Ies edezv when duration of kem oro cover is not to extend beyond June.
;t+ . .I -- i 14 . 1I$2 .1.-I / _ u�'` ).� 1ti c" % - '. � . ' .- R R rY Y
1. �_- }C 1146 , `� !�' - 1: :'I tip'{+ 1:.; - '� s ; � � � SEERfNG DATES
N. r ": 1
} "` --:,_ 1 ` 4< Aauntains Below 2540 ft; Feb. 1 to May t
.; I• :
1 --" } ' _' - r `� '; �. Piedmont - Jan. 1 to May 1
f- X f,X... iti. `. Y
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'� - 1169 1179 f - .; _ an `, y'`; Cfldstal Plain - Dec. 1 to Apr, 15
`. 1 L ' -1�1 ''.' 1303 11'.t �.
r . . ,� sf' k �:.. _. J,1. �. 1 SOIL AMENDMENTS
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'� ���"'�' ¢., '. f # ' 4 1 Fvifow recornmendativns of sail tests or Apply 2,Ot}0 Ib/Acre ground agricultural limestone pnd 75Q
Y.z .. - ` . j 1151 1188 , � l'' , �; : i i d 1. '- 4) r T 1 10 fertilizer.
- I ... 116 X ii /Ac B 0- [3--
r r`
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F ...� I. i 115,5 1 ': i. . ti � t '.. .I-W `.3 i i^.. ., X jr' q `y., �. \ . . Apply4,000 lb/Acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchar':ng too.
.. ti% - 13 7 '� ,: �
i ` •, _ A k wi 1 s s nearly n e I h.� :;: -; - dFs th bade et ea ca be us d as a mu anchoring tool.
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. � % r' - �� f-. . �i # . r . - ,�_:._ ..I.- ------' MAINTENANCE
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- -:- . - �S \ ..ay1 - - ',. �. - _ ._._ Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediate) following er4$ie]r1
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tilt` l'{ r. �. g f /, i f: -, !I 6 1 L1CA ADDEd PRQi�QSEL1 CONTdURS
aY�r` 13 ' TOP ELEVATION - 1145# r fi f j:- ! i f j / le-T i F Y f'!t, �.. :. Q`;
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$- 9 IN. OR LARGER STONE
r� - r-ti 24d o rtm 200 480 coo
NCDOT # 57 0 0
WASHED STONE ' f � ��+, x"" ( )
A.. .- 04N IN FLE'f`
1 FT. THICK - - - - - ,,:.+•' '` i inch 200 tt.
5 1 _ t]UTLET PRaTECTION APRON Exist. Grade J •f ,
I� 9 1N, OR LARGER ST❑1+IE r
�1 / 0 +� ].5 FT DEEP LEGEND
�' Notes:
1� � � � � � 1.� � ,' ]} When the exist. cross slope is greater than +.1, PROPERTY I.Jf�E ������ ��� � 1'1�� V�1�1��'1��
+� '�I �I �� theca em# kmertt fDLITfdOtIOr1 benches ahc� be PRQPQSEDFt1111T 8'OIJNaN4Y
constructed in the original alvpe as the embarnkmant a M r EX1 TIN_lG p RMIT BQi1N AF€Y OVERALL
I ���
. � 0 0 0 0 0 0 �rr� 5 -o Min, Highwall is constructed in compacted layers. �r..,.� ..Y,�„ WASTE OVERBURDEN AREA BOUNDARY E'AST.__GROUND
Fill Slopes ,' ,111) 0-I- DIVERSION DITCH AND FLOW QiRECT10N�1 cA�oIM1ELL CovhITY - NORTH CAROLINA
14,�' -}---�.��k.1,f EXISTING 1N�SLINE
GEOTEXT1LE FABRIC (TO END OF 4UTLF-T PROTECTiC1M) 2'-D" Min, Bench PROPOSED tfEOWSLINE - MINING PERMIT NO. 14-01 oota 02/11/aa
EDUA AREGATEa_ CMPANY
. ! ,' '- -- -- � - EXISTING STREAM! AND FLOW DIREC11ON ------- --- - � �. >AINui-1:@M6- - -- -- - -
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@EMCHING lt:ii Al FAR WIIST� DYER9�iRQEN I?ISaF�35AL L E�Cl N GTO�V, it Y 40503 oQ'
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I]rom Br ChKked By
Ledford Engineering , Inc. l Iun
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ROCK DAM DETAIL . 306 W. HAYWOOD STREET�- -- - Ashe►rilfe, INC 28801 (704) 255-7596. 2 of 2
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MEDUSA AGGREGATES CO.
LEGEND aCATEGORY AFFECTED PERMIT MODIFICATION
ACREAGE NOTE. REFER r0 SHEET 2 FOR LOCATION CALOVIELL COUNT` - NORTH CAROLINA
PROPERTY LINE UNDER EXISTING PERMIT 4-01 � MAP AND DETAILS_ ,.•�'``'���'�,'h MINING PERMIT NO. ^14-01 Dole: 02ft1/9e
PROPOSED PERMIT ]BOUNDARY WASTE OVERBURDEN AREA 2.5 ACRES
xls NG PERMIT BaaNa Y MEDUSA AGGREGATES COMPANY �+
._..,...... ... GRAPHIC C' �' L REVISIONS := °� f¢ ° ' r
WASTE OVERBURDEN AREA BOUNDARY PERMIT M001FICATION REQUEST � I SCALE _ �.' � � ��� CORPORATION DRIVE
t^ scow:
:S4AL ; _ _ so
�D— D+ DIWRS( f+l C3�TE' ,�_._. ..- WASTE-47VERSUROEN -AREA 6.8 ACRES 0 50 25 50 tRG 2W DATE WHO REMARKS —
_ L 4
�.`� -�`••"� _ EXISTING WOODSUNE NEW BUFFER AREA 1.9 ACRES R
_-,--- _. 1420= Drawn BY Checked By
5/21 /98 LK B ADDED PROPOSED CONTOURS F }. . -� Ledford E n g i n e e-r i n g , Inc . �KB Ian
PROPOSED WOODSUNE
- Iv STREAM ow ADD CROSS C TI N �' moat N .
— EXISTING s EAM AND FL DIRECTION � IN 1±> > T g ��25�98 l KB ADDED C 0 SSE � i '�j �,•`� 306 W. HAYWOOD STREET 1 OF 3
1 inch = 50 it. ✓ `� Asheville, NC 28801 (704) 255-7596 r

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1-jr, I, �� -'-'--� -� M.', ;-- .. ( : I �. �� e � . : . �r� ,,, . ... ,- 'a - - seeding Is impractical; the heavier rate of rye and fertilizer required to control erosion over winter
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�� .� OFDJNG NOTE
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..' III-,.- -/�� I - . - . �� I ... - . � .�'?� f, I I .. - .--..-,--.------ - --, .1 would result 'n excessive competition with the tree seecHings.
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�0-- - --L-11--�-.P-r- 7' �1 L . .-- ...- ... - . . -- 1, - - SOIL AMENDMENTS
I ". . I . .. . 1 1123 � V .- -- . - . �-- . . � ' --- -, 1-.I� .
X 7 7 -� - . 1321 .. ,.1. X : %il . 1% . I ..... . ... - ! ' '. . ---. . .--. - . . - '. . Follow recommendotion,5 of soil tests or opply 2,000 lb/Acre ground ogricultural limestone end 1000
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.
1� -A ,- 7 � e' . - , I ..- - . -- I . '�.\ � . � . I '. �0. Apply 4,000-5,000 lb/Acre grain straw or equivalent cover of another suitable mulching moteriair
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- . I I� 1116 X w7 - �, \ _- i '�..�- -- .. .. "-- . 11% I " . -1 �� , - \ - �
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1-. -',"--�'V-� . -.. ..-. .1. .-.. --- . i -,�' - . --. - . -,-" .1 r.1-- ---- - . map . - --- .. . . -1 � I : IL .11 - MAINTENANCE
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. - � � �%' . N >( 1! i -1 .- -. - - -; I- � . f . I ! . \ , ' TEMPORARY SEEDING SPECIFICATIONS
. - \ \ ". - I - - ---- 0 . I . . :11 / . r . . ,11 ?
. . .. . . -� r '. .e 1. � . X . .. i i I - � i- I i . - EARLY SPRING
. I A .. -1 ;- -1. ..... U� . �- . - .L . I ., � . . ; I ' WINTER
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IF . .i"1 1133 i
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. - -.-. r,". . -1 , r' I . . - -kIi_ �� - - . .- "-V .) 11 .11 ..' . ;� . \
17 ' 1 1.3fl,. . . - i r, . r . -- . 1307 � I . . ; i . . � �'.- . .
.
I L - �- � I - � - I - . � " I ' - . � I- 1� .--1. : ' i. . �'- �
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% - \ .\' `.� . - X . i . "..' � '. . .. .1 - si -1 - . . `...... 1, \ , I ., r"- .. . � .. 1�1 ..-" . 'r1- 1� .\ Rye (grain) 120
1, - . i 1156 ' I I . . .-- . %. i ( � "'i'f
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1, I �' . " /I . .- - % / .. \1 . h ' �" �.� Annual lespedero (Kobe in Piedmont and
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7 I- � " " . � - .' , .% " -lk 1�a Coastal Plain, Korean in Mountains) 50
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\ 'L \ . .. '-� ----- . .'., .� Y . I . I . / / - - --:--.--T-�-'-1:- 7�.7�� --.,-, 1. . . A. � 1 ; " I.-- . . . \ ., .'� . � . Omit annual lespecleza when duration of temporary cover is not to extend beyond June.
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- . . . . - 11" '.�':'--� �-_� -",r - I . . � ! �:-.� -. . -... -.1. 11 I � � 1. � . . .\1 Mountains - Below 2500 ft� Feb- 1 to May 1
. �4 -... . - I . - --��Z�....4 - . 'Ll I '; i ) J_ - - 'L'� _ . . . % L 1� ..
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.
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I) -- . r� ' - . . .�'-'-A- . - - X 51 k . okk . Y ! ,i , X . � - . �' -�\'� �\ \ %\ \'� .� - -I Plain - Dec.. 'T� I-("t.'. , '. I " � I . V#QL --� . 1183 ,,, I . �� ..- t -. -.,.,) 1; . , . �
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11 � , I- - ----- . - . 11.� N ; 1169 ; 1179 ) - X --�-- -L" . - I . - 1303 " : 4 \ , *1'" .. / j oc� --,. ';r�-- \ . , Coast I to Apr. 1 5
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. �-'. � "I 1. . - . - .. 11 . - . . . . . :zp . ..I / ..../ V- '�-( ).. �. - . I 1 6 Follow recommendations of soil tests or apply 2,000 lb/Acre ground agricultural limestone and 750
I . -'z " ' . . . I � 11 , \.
� SOIL AMENDMENTS
-'-I. - . . .I I .---- . -�� -- "k, � , I/ - `�' .1 . :-r �- . - . \ I, . I I, '�:-I. " .11 . 1414 .. � . . . •\ ..
. - . �'- 1151 I L I .1 - 'f �' s - . . . \ -
- 11�� � . . .- ' .. . 'L . � . - . . . lb/Acre 10-10-10 fertilizer.
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- 11451 . .1 1 1, If i I ?", ­ . .\ -�.. .
1111-1� . . TOP ELEVATION . : / I . . . �'- 1�'I'
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WASHED STONE L. . . /
. . . 0 0 0 / ( IN FEET )
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. L. .- 0 0 0 OV7LET PROTECTION APRON Exist. Grade----, /
III
. '-- '..-... ... .' / Notes: -�
- --.- .. 9 IN, OR LARGER STONE \///
r 1 0 0 0 0 ( I 0 1.5 FT DEEP LEGEND
--.1 -
.
' . .---...-L... :,.. --2--j 0 0 0 0 3 Ill/ r
\--/ le, ) When the exi3t, cross slope is greater than 4-.1. 10 - - -- - - * PROPERTY UNL
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- .� 1
. . .. .. - /
.-�:�'-."... .:-".�'�� � 0 / these embankment foundation benchea shall be �_&M . PROPOSED PERMIT BOUNDARY OMPAN
. ... -'' . . . 0 0 0 0 0 -C .
0 1 .. '"..--'I' . , constructed in the original slope as the ernt)ankment .
- .- - -... �' 1111111111111111111111111111 5 0� EXISTING PERMIT BOVIIIIII)ARY .
-.......--...:'' ':./ 0 0 0 0 0 0 0 0 /11 5'-O'* Min. Highwall -ompacted loyers. ---�-- - .I
. . is constructed in c . . . OVERALL PLAN
.� .--1. . / WASTE OVERBURDEN AREA BOUNDARY - .
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. ,.,.,%
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. - Z-1 lq- .0, . . "'"
. '-O" Min. Bench n 4. - - MINING PERMIT NO 14�01
.--
`I"��� PROPOSED WDWSLINE %, I.3 ..-;Pst. - ". '& �- . - ..
GEOTEX-nLE FASFNC (TO END oF ouTLET PwEcroN) . 41.*.-0- %- . .
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. - .- � I@ I LEXINGTON, KY 40503
1 - BENCHING ExoAvAMN FOR wASTE OVERBURDEN DISOPOSAL .. I I* - iW
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R 0 CKI DAM DETAIL 0 . '""' 3[]6 W. HAYWgCl17 STREET
Sheet No..
- . - - - NTS - - - - --

0
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GRADE FROM EDGE OF HAUL
1.34n �- �._ __ _.� _ z ROAD TO ELEVATION_ 1.310 4
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1320
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SEE DI VERSION
SWALE DETAIL
DATUV ELEV _ _ MEDUSA AGGREGATES CO.
I150.00
FILL CROSS SECTION
!� cv r � <n Cam! f� n¢ ;y L(5 j .f11 r+r 1
cv cv co � ,� rN o c) uo � �� co cQ .•��` �R'�'• CALDAELL COUNTY NORTH CAROLINA
_
ti:�4;:�kES�� ••4. MINING PERMIT NO. 14-01
-�` :_ MEDUSA AGGREGATES COMPANY 0% F!!e:
0+00 1 +00 2+00 3�+00 4+00 5+00 6+OCR 7+00 � '� `� 8$CI CORPORATION DRIVE scci,LEFQAl11 I-MG
LEXINGTON. ICY 40503 AS SHOM
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Dra.n 8y Ch ec d By.
ItB h C f DA OSS ROX
iLwedfor� Engineering , Inc .T A - A
306 W. HAYWOOD STREET 3 OF 3
Asheville, NC 28801 (704) 255-7596

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p NG SPECiFICATIONS
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it ilk r t r ���eC r3 Rot {1D/acro)
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DING NOTE
P.f� '•{y,6�,4:' 1 _ ti i { 110eL lAq &is kmproctical; the heavier rate of rye and ferl I+zer requkred to control erosion over winter
is-4 a -,,'„ ; , ` .-. rl , rroul res,Jil kn excessive comp J ilh The t 4A ared inQS.
r fdt tI tr F
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' W,;y,L�;.l'Ik ;., 4 , r'!;.}' '' 11]9 f -. C- L A -� ` - i k ,+ Vt'�AC rti• E U-1 L fdl'tiiJlar.
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�, '; ;A,1'; ;'tic ] .,-•'+..•.ti .k,,,�, ,+,,rr-r .• ! , Apply 4,pi•J- ti.000 Ib/Acre grain straw or equivalent Cover of another swi[aGie rnuichknq material.
! `� •'ti y,•* _ N� 1 + ►nchcll r9it:rcr•kfr hxkrr} with QIt mwin or netting,
-~- -r� _ f t y Y 9 4Sph q, lvlettirlg ks the prefrrre� anchOrillq method
'r� ,'.+:{ POP
.' �.-- , 9 '"��
+,.r ' s �•,a J,' -ly :-I+•, .� �, .,i+i'':'L' .�-rw'r- ,.► �.--•-� �sy - `w, �'` ;- `•1. _. _ - e 4' 1 •• . 't' "NTENANCE
I 'I��i '' r 1 �wr`�� " `` �. yr Y. a:,t r-ti-. -!"^" i'1� ',�• - + - ' , F49148rtilk2d Ll ril If COYf�r is too W GII. R r @rt x@ Qna S#I@ t0 mirliRll ! C IY! i i n
r"fir P ^���_ '+ yam• i• '.' ��l I f y - f ,y I ass ict. 4rY aunts of f Ili f ; o pet't'o with
r,i r �.ri �� i' ` 1 f � ., .ate 1 v r f�•• /[ ', I r t�r-Tr vyt J � { r err -�- + L Ll r.� Si��LIIrY�S
[1y r?lr'7i�1, „a � a':, t 1M(��,t /J�...'•� k � l r• � \� /r1 II ...� �I � / + . ar �.a r � .
ol
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lit
TEMPOKN4Y SEEi�WG SPECIFICATQNS
A rf tiY i r 1�tflT.-li E�RLx SPRIfX�,
Fi.'' u `,
.■►� �� EIS I
r¢�' JI , p';.,.ti. ti +� 4 1, _ �;'I[►* r r _ '. 1 17 r NNG MIXTURE
F `': �`+::'• III Fr; "k�,S;d"triK.. N.+ 1 lrr+ - i re x C flG If1 Note (IL./Acre
>� .;,. L 4 kL• 1 '�1 � l � ` .• +� x1 � f • � � 't �'`, � IZ ' f �f, I
'7,+ yi •Jt.�" ;+k:� ? i k... t J �'lr' f ! y[y" �" fide ' - - � i 'a Alinlia� ilLyf lll•1 1JISi't1C rk pliRtjrrlufll Qr1Q
f �' �: , �a A .♦ • r, S � �ft�k r. Ir yrsaR i1+ uQ 4flt Q�.r1/ ,J►�
i n F•.1'.l: } �l -Iq, GJi'. .. yw ; r �a..� I i.M F t
+k�� 1 J41 ,J 13�r1,J�J=i •r /' }.J ■1 r l ■ l .r ,r.ri .. .ff a r tit IJ I�l�r � tOJ n.3 J."!
Y- � 11i51 +,79� II�J r• , �,,�� ��' � '' 'iiir'�'� ,�" �� y�r .��� `� � j ";' }.•, I.l -i �I :.. M,� I ra .r
. 1 .., ��',. ,,fi/�- x I rt"• -�•..._. i } * i� '� ` x �.,FU�t41 I'Ji11 �JCi:. f lD Ifpl t:!
�//•••y�y r',. f y 1 r, R f r 7 ■L� l�JsaaC C
:-, ' ij'r ",..t ��r<�:•IF+ +� / 1" )1r :.�..` ,r 'f , �r ��. • iWL AMEifL[MENT.7
,��'1 i'lk t'`'r ••+ 'f LV■ r 7 wk � ' *. L list . .1►' 41rti �- F,:Ilow rerammengatiarz� ❑1 k
•. ;•, .:- l soil tests or a l 2,DG0 ib Acre round a ncuitur i lim +
..," I. J. .. 1 4, , ' ]L Ik 111► "! liJACrtl lG- [G- Ip tertlillrar. PDY I r] Q �StOrls Or1d 75Q
r i ,. L 4 R x -y FJk JL4I f
�.I• �+! ' '�" .� �!• . .' �'. •� er 1. r... l *, i3A7 ', AsrrAly 4.Ok i' I: A. rr straw. Anchor Show b, tUta+nj OAfr 3s�'I, s+t, I+rxt,r,k r r I 1 Ili hai }t t````--..''.
a yryk •+ , '•i, 'x •' 1•' '�. x �� �+ Lkk k with i,i �. ._ rl V i1 7.•r./7
ti l t L Spy idt e0 it Qr of Kali ow
'� n r11r r � ,7 [ ►ridd Os kd molt n i3nCh�,r lni� Iu,JI ,
+.�hy� � ,,p�,����_J[;,I.�"!i J x;���!• i I� .� ti . ..1 � i '` 4 � + I I ' '
aT .i: � r;r _ I I.till�EhNrCE
e3' ti' rt�l� .iti+ �. �_ 11'lfi� ��� • iJ , 1 ' Gfl
GI[ Varna��In s5 rlpt fully ,i3e�ir7t■ 1tel4R�J, fflellrk ;@ ,JrIJ rTkylafk rYkrllea�+►3lii� iul�f�ini] •lu;ipr7
x -e }[
4IS�,�f �;' y�';:'�. ,F • ^� '�,' /' - ,r 111ti f r`,
+� •�,y,yi�•+:�i�i���t-1' i,,�I ;, �; .. - +�'�,S' � , a ,r a 11 L 7 f+� � �' � �+1 _ -� ''; [.
i{ h'r! i? � i'�f1'4 ' .i a i .�`w�� •/ , y .!r r' r a ,� x rr' f • .r 1i•.l•.-L -+ - 'J '• + .-
?!� .'.Ir .,� 1+ ti N; , Ise' r,•. ! r �*h - �I �{ . -J . �5 i_ �./ i T / /�' :t . i r 14
! •' ,a_ rt" "' L st• '�l I� 1• !it.�, i r .. a y �. � r • �i + lC �• J 1 }� } i
= +�+': Its} ` i *! w1r �• ; k ,;.'; , l.�i ' f• :, k-•r* 'f f•. } '; ' t~!1!— .._ ���I��r �����r�'
:l�tirM .,'?•r' r" `Nik- r.+tt �r J' x ., _f;• a { {i ,• , . - +�_ 'f�`��'J� f{+i SJ!j'��`}j•J.—L,.-:--[�.S
r I —L—.'.11.�-
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} =;._:r PERMANENT DIV SIGN SW ALE
101
pf
:1461' +•.; , - ,. ,: �� ; 4�, NOTE: REFER TO SHEET 1 FOR N E W
{+ ' 7.k' �G SSrI � ..1 - �.-,.•�_�. .. . . �,' rfOVERBURDEN AREA
rf i± L g I F' 'r• j � �...rrt i.L;.:j�' � i: 4,
+i �^fNTt'r,' ii� 1 rll {•rJi + �` Qu �.� �i I • '- _
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r l• 7 � +s.�.�,-w1k�:i I'gfri�.;,:� ;r, '.I '}(I.1'ir'''�r ..:... "`�� ?� � � ; � - -
DA
u• ` ... �•�,�rF + +.r�IS.S' L iir'�'k, �, I':f .. , .,� /R/, .y r I � '-i - - �t '� l • I���Ji�1 ; .....�_ ------- �-�-�_-
'I ty' i�L' i l,;y�i' •! j"l:F,' I, to AMM na%w
@
,q ►p fr.:`r w�i r .i w mt� r 11 { 'q I� yr / 1 - 1 J9 Abate C` M =Tlpl E'-�' ���1. �� �F I 3
'+ 1F �,( r ; k . , • ' ! f 1 { - �i;i.Ls� - eJ�rw I k � il'I•it _ - c•
40v I -�1.•� '.,� :4..1 •}J i :+{S +1' k�l .
• ..., ,{k , ',+Is. �.... 8 1M• OR UAW STOW
GR46J/ HIS SCALE
3 PIli�!�''''s.f +ry'�.•ak,1 +'-�'C•'I ,Ir 1 'r iIL ':~ .,!4': .''. +.d! -, ' •1,•�.*�;i, " ZQU Q 4DU 7.Q0 ii10
... rrt Orr
1 '�'„f���+.1�4 ,71S1f � '' ,�,k}` { li: ;•; '-'�f' �� ,..tii' I . �• L r ,
+ ,,,yy� !i a� •ell• :i..r ,�.:, -0 1
IN FM
�i{��. � �$� � �' r ����'��'�' c'�'f k�YVS�,�Iwi. r r}�;�rs"t'-'r'� rA:!::{'�:1'� � � , #„� 011[1.F� I��YTIk1A Y- 1 1RC+Jl — ZOO r ' !L (■.�14/'J ' •, 0 0I * 5 fn pip'
+ , I I'i ' v''4'r •',rri,�.h i•.. : � i�J ,. 1„- ' L Y E N L/
• ��' il"r?!'i S' ' �'.fir .f J�i�f' '� +�' __
111' s r, y :r ••.,• w PROPERTY UNE
0ri ,+I•
{� 0
Ij r'k�r.IJlr. rF+11.e,r14r s'4�;A1,i•:M+h.;f',:.•'�1f','�'+tit •T+''+,,,.}.' . ::t 7�. r`,1. !• „ i,} ' :� I.I.+ ..N r r` u -f\/F�w/�/ 1..� PROPOSED
gOP05ED PERa r 14Uk AR r MEDUSA AGGREGATES rr ■
_ fx1STN PERMIT N RY
Y
OVERALL FLAN., WASTE DYMIDUR EN M EA 6uhDART
f + !!� '� ';1. j1 1'I'T �f y'''+l ,'ivy++'f','•*V�'•r-T•��,..I.k"L; .��} I'[a 1+1 -!i} �. DiWRSION DITCH AND
�+ y i i 1,'t+�giC::•j•k.t� p•' •M ... •kl,,..,i .rk � .,i i• r. FLO* DALC 1104 I
C A L DAELL COUNTY
a1NTY NORTH CARp LINA
l S r x I !FMv,1 k`4f'�,►'�i!+.Ik' +�,i`'t� t [cf«l+lHi .' N ,r ii � � E xSTINGAODrLWE I - 1i MINING PERMIT N 14 02/1
y PROPOSED %OWSLE RG
EXISTING STRM AMD FL4w DACTIDN E� ������Y� I ? MEDUSA AVVREGA LEFiD
'r : • ' ;� ,1[�yti..; rl� ,l•r�r 'L, 880 CORPORATION DRIVE Sc�
l;C�y k , rf t :. ! , r +IF • ' L.�xlNcror� KY #D`3a3 �' • i
3y�', �fi41:� Iki�,ti '�!..�: t.s. k:, ti'•; {r t I; 'ilif; , i'•. k
li •1 ?9t r'�'Ti'���"1I;A�t•.r t.• I 5.^i' �A�' {1,r:' M;.'.�kFF��1' '�" ']K't�{4d I t +', . . J•l[YrAi @II[ ILL�1
• r ',SSE f'/!L' p.k+Tlny* y' �:r'� .i },','{... y,''''M}'i I'T "'' "�t.i Li� NIL
�,'1 Mk 5 �'�rry d'� r.• .�I :.II '�[: +L':n.1���r.�.31r-� r i, �:n1�• IY' i+}}• R ,'.I r11'�,'. .
� Sheet 1�14.
t :r� , ,��., �':4r i':+,•+h4�' 'I.+ : �Y�.- LAf DAM DE FAIL
I lot
FahrkkJrry 1QQG

r { a l „ r'.
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1, .� , ' .l }1 .' t5�11 4 t `.}!i i s r • F,
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r r R a
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/�'� xt is_. tii�' ; .. 'r -�I'r 't.x ' r ! r t J .� .., w r Exist. '
I.•4' r sr;.1 ly r�'},wt4Y: i,�, f ' c+ftnstrt►f:F Rip Rep Tnsd Permanent .� ! - _ x' '. E
,�i;:r . ,+� a' '�I.. •. 3 � ron Basin o .. _ �fiCs
lit I; a.' �� Sedllrn�rtt1 II, r ��.F 1i,+ 0 t
i F}j !�'��,'��5. � iY �ii 'w 'tip. F• r i faM1Al�� �7#�■* 1 .V r`. ��1! Length •111��r +.,r" .. �� ... ` I V Lenoir 1- r 1
11-­
,; •• �.:F dr Y: }1,'I yF • ' ___ _100 . - . . .
I., r .. - x T ��a �� r , y - —44 r �-+ '4 - - , -
w �, , �.y �r�.y..r�y,F,p, .'y4•�:. .'r, ' 1 r� _ �leturtled ~+ f r rVula 'i 'r1 , i. I.r
I�, , `'t1�1; ` , rr� X - _ � �_ ,- . y _ L ❑rain�r,�• Area r
— , .0
r,a r _ - _ - - lTxist. Permitted r
f�r 1 k i.. . ,r h.— ` i u' ' * '� }�'� .4 wF !"�� �r ; r _. , .- — — L �— i
Sketch
P.
�;:,yA �F + ►�"};., *''+ ,,. � ,�'�•, ;'. ', ' � - _ y �— f _ - _ r Perm tt Of Portion�0 tl The
iyc, �y+�f� tii: w t i 9 t!n ary
4".,5 ); , I�%, ,.T•' '' +' of"'''fir � 4 : ',;,�' ;r' l ' * _ .-%-I 7�, __ I N _ _ _ -• _ Of The lodif�c0 IQf1ociated �►d►re►4.
�� r• •`'• 4, . •a, '.,• wr ,r r11` ,/ yj rr, - r Affected Areso {V.i GC}
1 . 4f The
,.�1 , �. ,r ,{ �•
i3I .It.I;x '�I, :1,i 4 r:7' "� ar Ir n,ry `{ �.r r MQY�II/.GtlW3 mittd
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rl: a Si. �h`... +r• f ` ,.�, ` _ - r r
lk y • f i.
"01.; , , I iIi 3�r!i"I .. I 'I. , . .— *
'..I .•' r- ..`► - I .,,s1.., I ,,•., t 1 i . - , ..- _ �1 ■,' �'}�y�� PLAN
'S ,
t 1 ►h -'rr.}f'�'•10 ti'0��4 r -.__' �.a', .' :1 1' 10 CL MAA I ION PLAN '
y�, ,� L. .,. �►frt� p r `jam i� ■� + i RE _
s.� .5lyrtr- }!y f.. F r +'•r1 7' I yy RV�' Rtinoi� from Af#lcted Area
F . 1 1 �i/
�, h +t k };=+■ I; <,l.:e,l:;;:',I :';' ; _ ` .� ,� _ _ I The follawln pion di/Crlbes a CairN of octl4ri that id occur ,
:,: , �:�, , � r ;r;;; }•.;t.a _ it. ' ! f Shdi i W ja Sledimer�t �� N - _ _._ _. .. -, f iini the event that
t�Medusa
lsi►�repiatea Company &cam to •reuate
Ir� .K ` ,' jY•11 ;ji' II. 2, +r t° r ' - ! j i, - - _ _ I the pr*misea d+lflrin� the lik of tht Wmltr +.1 I f ',: .. !.
11
.�7} d4Fi1_l77 '' . r 1 / , r � - C *\"
EX O 1 k / • Rt' +! con m ter al # ored in �pWo shal b graded to atch ' . '
,. , - I . �' ! f I f ,� t existlnig grade and utilimd to All In dspresslons. ExistingI. '
rif� ' � ` r �, �". .' , - , . ' / f ' 1 - . _ . _ Y settling basins shall be drained and filled with suitable
1 rr0 '.d,1, '. I f
• e� *tiq ' : �; .� I ' . 4 f / 0 , m ter! Thissh to provide uat , .;
�' 1 ti, 3 ,1 -, :�•':,�;,I.s•',4`, .. d `' , r. I r ' - a droinaq which matches existing grade,, Timber shall be replanted II ,
,k �' ,, .. _ rl.i�' � �"""""Y �� '; _ 1. In all areas of sxca�tion it accordance With the ased�n� ' . t' I
" `. ' -R �;� , '-I 11 .;� --�--I- _ plan rsc mmend.ed by the MRldlife Rosa'uces Commission. r
1G"=j v� Jn�s'i,!`'I ,,..,'�7,i'3n...Y •1�. •dot-.Y.,(�,+ , . ( r ! f t' ^ n - 'j
q r{11 ,fit .. ' � • I4 , - -..i ��, ' oa,�� ' PIreW • [ , i � f .�,
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�' i. I.I t �' Portion Of Exist. 09 r V,
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,1-.,.t1;f 11 A .i' � �r ` '„ : '�' �, ° I i ` 1 I 1 R/mov*d TO ! I '
.I' y ', I Atc�rnodatc Excavat+ttm 7
... A �N.1VF1�^I►1• IwC 1�'+'11'r k'•'ti 14�#*''f' r.l •}"�''�� r. .,I.:«I - I ' 1 I Il.hL ! r `
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4. i I a /i! 1 '.'i, 4 p' + . .i. 4. , ' '".1 r1i
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vet•,, 11114"
L. ' '. �''',; .M.-'. V'!" I --� tV '�' '�' Tie Temporary Silt
L' ;N t. - p fit • i '. i".) i ;! t. i ` + I L Exist Berm
, i ' _ 1}'""�-'yJ I�� _ Fen Into
i.,,r.�.' i �6 Agot ,a;,,i`;l ''F ii4 .k+ .�'•'�' 'i I + ��_ -mil _ -11 .
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6.rP°! SrEDING RECQNOA iQl�i
` + wt.rt � � 10' Undistulela�lo 'n T+ ll� a •1�6
I. } :'�;_' °y, 1 1'� r, - 4I Pin/ ` dings Shall � SEF.�II�IG MIXTURE .I '
K. L5 '� t Total Ou t 1+�.000 Yards
' �i 4 ►; ,: ,' i Strar�lder Planted 1n ed Raters! 5��cic otv ib/acre} QWW" ft T#b �Acatim a (4 Aft ~7.- I ' ' . ..
I .�: �Ics
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. V y I. ; a r I' . T7 s A Clf . K -4OWin�laepooeaa 15 20 N C t a 137 000 Yards R �C C LE -; � �9
APH 5 A •� I
e' . � dr 'i. .T... 7 yam. �] �y f ''_ .. 1.
j. s , 9 y�, .L a } l I yI � �.r�11 Recto 1 M'•• ' � I .`ti v. '1.
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11r
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'' � 11 '�� ,fu, �� �ff���l�lY SEW" REOGNM �YATIMS cr:��y�. I� 7��, %� � yi'' ;1 ,�
�.A 5 •' _ • '" i r W T p r•p �,y Air' f. Y iI�.�i - FF
.. .. it 4. :R yy.y4,@,' .I,Ir{'.�I.i.i'�:x WINTER - LARLY SPR4NG !:' - r � �[ f� lJ
V ' t"k r�ff i: ate Feb. 15 Apr. 1 ( IN FXV ) '- =,4 ;. i .
f -. �, ,' SELOINO tllli+�TR, RE '� ;
L . ". a •.�' '� M14 rF""'r.. '. , , . �, Spec, Role (Ito/Acre)ej SEF[IwG NOTE d rL +'. �, . r
,•,' n, �.', x• 4 r 1 ,�... R.
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AN, `�'' � �,.,t��.r.: I " , x ; ', I f"dl 11!/Cir1 is im tactical' the heovter rate Qf r and fertI pier re �,rCc7 to control Crosson d r win tar L. '
't :I.I ,I. Q1114rL r Rl+w a+n) 9 P r ytz+ q v# t r:
e 1I I 3 xt;i � 15�.�'I.:ii ���� ; w.' L'' I'''.' '. . ° r I Annual 1//,P6Q/.1G �I{oe in Piedmont and � "Auld result 1r1 /><C//i�w competition with the tre* i//alln(�S. �; ' "+� � .
�',tdr.f q. l, r: f 4�A" _ w r�k' I: :,r' , 1 � �`40itC1i �IGil1, KorlOfl in 4Uf1tG111i} #I i tt r,
t �� k.
3�I ••
,;r1' ,,,, re" . `F, , .,` �»1, ; �, r . Omit w lespill4s ; when duration of temPrary cower is rnat tv Oxt*na aeyar+d 4AAR- n� Q 4 u `';ti �i." i ;r; '•;: i ,I: r. i °I�It' •, . :'I � l~ �0.1� rlGa►r1rT1a datiGrls of So+l t �L� or ply Z,400 Ili/Acre r0,an0 :lgrl�►rlE..�01 ;rY1 51[}r1B Grid lei � '
'` ' lii A4ra 5--10-,0 fart'lirar. a rmit Modification '
11. r�1..'.i�;"'' ' �, ,' ai w t �'•' �,, �, �fEDINc QArl s ,
' !' 11 4o"ntains - 84low 2500 ft: Feb. 1 to MQy 1 . . .y
`' 1, .I! #,tJ . 4N 1pr OF am P'eamont - Jon. 1 to May i Apple 4.000-5,000 lb/Acre grain straw or equivalent cover of arictner suitCDle mul.ping material. "adrii�*& Aggregate Coo 7',,4:■sti, I
.tom ' ar,• ,; ,'� Irl s 4 mchs py Rocking with asphalt, rOwrl4r ar netting, r+ietting i5 the preferre.3 anchoring method ��,� _ a ' 4.
' ,� Coca FIaIn - Dec.Qec. I to Apr. 5 sp oP y
#ol r. 1
r' ''' SAIL AMENDMENTS MAINTENANCE�•a 06" II�MMw 41+MR Rural lima tone np 75Q TE XW" Fl>t I !list. U-01 °oe' . . ' ' .
v7,. , '' ,�'� ;;'I ' :'r ti ,'. s>, . , 4 Fallow recommendations of xail tests or apply 2.000 z/Acre ground a ricw 4
4 .. : I++1llf',+� +kI ;+4. x N-0:r PP X Refertilixe only if cover Is too wank. Restr+ct amounts of fertill�cr fsn�) a to mintrr,ize compatitian with 04* "
it�t, L - t z+ t.rhi,.q, t V.fl if t�' "ii , 1 iD/Acre 10-10-'10 1�tiliZsr, ■ lirtgs. 111��SA �' `1�. T�S C�AIPAM4'
'; ►';' trN aed
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, :�.., :,�, { : • r Bba Carparativn riveSo" ..
�.. .4" '��' { . Y4.-.".4
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. .. '; t'=. i ,:'.l;'` "'1• ,•,''+:1�r•,';K i l set nearly strgl fit can be +used as +0 R11,ifCh , ch4rir�g toW• o�.t• GA.all.r r
" A disk lit th iD adas loot y 9
an
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t , ',a '�yr+ ., 4411;.L" :,fi', r' •i. .y�. . Dr ether dG+►la(]/ Oil7f �y " �/�) ]}r ;
ry i' f .; ,. '1�{{- It0 ,, iNH.,,.:_;, r4,.tt.'i:l ,'.rlei'"" , .. . 7 r 1 0I 1 � S. - • . .
► + a .,i 1 + ,:; I February 1999 +'�
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.I-

NORTH CAROUNA DEPARTMENT OF
';`. ;1• :.� •t;; i ENVIRONMENT ANL7 NAl"U]ttlL RESOURG-S
❑iviSioN OF LAND RESOURCES
.-.Al
�._
NG�ENR
4¢ Fax
fnF•tCs U.HUNY.1re:•. �
y
iOVERNOR rr
,;I `' I To:
P•1
Y�yrt� te Of:
,ECRETARY p
�. Pages: 3 including cover sheet-
A". ARONER
JG P,� tRECTOR q
•Na ,IT
41 L. T •CVO•1 r`•�iF `■
$TE Ga=O C 10Te4 ►f':lte:
Comments:
F•� 1.�,_3 ��N �
FRQ lI: V� J
1_and Quali-ySection
Teicglior,e: [phone]
Fax Number: [phone] or [phone]
f� �.- - •fJLlrylr�'*�
•r `;:r��'. LAND QUALITY 5CCTION (D19I 733.4574 FAX f9:9)733 2875
r.+�� G[p LOGlrAL S[JRVCY Sl[CTION {D I p)7373.2427 PA)( f 0 01733•4]99f]
'�"• SGX 27,87, Fi•L41L4, NoRYH QAMCL1NA 1-7697 TCLCPHaNC+919f 733.3,J73 F'*X1710771 S-J60P
• ' •�-� All I.VIJAL OPP(]RT%JNtT■IAF•F•PPI+A,TIVY A,YrOPI EMPLOYCR •5a'.4•, iF l:CYCL(Afln'y P7]T-00WUu[P PRAT;P!

y NORTH CAROLINA DEPARTMENT OF
,.. w ..
ENVIRONMENT AND NATURAL RESOURCES
❑I11ISIQN of LAND RESOURCES
NCDENR November 23, 1999
JAMCB S.HUNT JR. �Y; Mr. Barry Warren, Director
GwaRNOR Caldwell County Planning Department
i
P.O. Box 2200
L =
Lenoir, North Carolina 28645
wwvN>E nRcnrrr+ Re: Vulcan Materials Company
Lenoir Quarry
Permit No 14-01
Dear Mr. Warren;
CHAALZ Ff.GAROMEIts
PG.'P.E.DIR>�ti:TOR: LC-
AND STATtc>coLOcisr I have reviewed our files on this site as per your request. Here is a brief
'Pr
�``• summary of what may be of interest to you.
S�"T`7I�i The original permit was issued to Miller Brothers Ready Mix Concrete
'. `5' y Company ❑n October 28, 1972 for an 88 acre site.
I
It was renewed and transferred to Medusa Aggregates Company on October
r .tir 8, 1982 and modified to include 279 acres at approximately that time.
ti A copy of the January 29, 1988 letter indicated that the 279 acres is the
! permitted acreage is attached.
The permit was again modified and renewed on January 19, 1994.
..•.... ,.' ' � '-"� The permit was modified on June 21, 1996 and July s 1, 1998.
The permit was transferred in its entirety on March 9, 1999 to Vulcam
Materials Company.
As per your request, I have attached a copy of a section of the Mine Map
prepared September 24, 1982 as part of the renewal and transfer to Medusa
Aggregates Company that indicates the permitted acreage and time above referenced
letter. Also I have attached a copy of the Mining Permit that was in effect on
b" January 1, 1990,
r`ti' 1'` 'TMr' ;; '•I LAND QUALITY SECTION [phone] FAX[phone]
GEOLOGICAL SURVEY SECTION 91 9)733-2423 FAX [phone]
• •�'1 ,•_! P.O.Box 27687, RALEIGH,NORTH CAROLINA 2751 1-7687 TELEPHONE[phone] FAX{919I 71 S•80O I
75{:`....-..� AN EQUAL OPPORTUNITY(AFFIRMATIVE ACTION EMPLOYER-309,' RECYCLED110%POST-CONSUMER PAPER

yr. Warren
Page 2
1 hope this has helped with your search. If i can be of further assistance please call me at
[phone].
Sincerely,
❑ny L, Sample, C.P.E.S.C.
Assistant State dining Specialist
Land Quality Section
TLS
Atachments
CC: yr. Richard A. Phillips, P.E.

TRANSMISSION VERIFICATION REPORT
TIME 1113 3, 1999 09:37
NAME GARDi JE R
FAX 91971! 8801
TEL [phone]
DATE,TIME 11/30 09:36
FAX NO./NAME B3367442019
DURATION 00,01: 17
PAGE(S) 03
RESULT OK
MODE STANDARD
ECM

Uulian
Materials Company
February 2. 1999
Ms.Judy Wehner
Assistant Mining Specialist FEE 0' i
Land Quality Section '��� I
P.O. Box 27687 By
Raleigh, NC 2761 1-7697
n�
Re; Return of Mine Maps
Permit No. 14-01
Medusa--Lenoir Quarry
Dear Ms. Wehner:
Please fine enclosed the mine maps(dated 1-93,3-96 and 2-118)I borrowed from your office on Friday,January 30.
You were very ki»d to allow us to horrow these and they were very helpful to review, For your information,we did
purchase the operation and,under separate cover,we will be requesting the transfer of the existing permit to Vulcan.
Again,thanks very much for your assistance.
Sincerely, ,,�
Mike Pe in
Environmental Engineer
southdown mine maps 2-99
MIDEAST DIVISION 1 P,O, BOX 4239 • WINSTON SALEM, NOr-rrH CAROUNA 27115-4239• TELEPHONE [phone]

a NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
R November 23, 1999
Mr, Barry Warren, Director
JAMEs B.HUNTJR:
GQH$RNOR ` Caldwell County Planning Department
-Aq .,
-z P.Q. Box 2200
• �•- Lenoir, North Carolina 29645
4ti
WAYNE MCOEV1rr Re: Vulcan Materials Company
SECRETA"
Lenoir Quarry
Permit No 14-01
Dear Mr, Warren;
.,CHARLES H:GARD ERh;
y. -«R rrr+n.. S1'ti
D16GT0.
"r_ •w
AN h 57ATE GEO LOCI 1 have reviewed our files on this site as per your request, Here is a brief
ST'
summary of what may be of interest to you:
.. The original permit was issued to Miller Brothers Ready-Mix Concrete
t Company on October 29, 1972 for an 88 acre site.
f. It was renewed and transferred to Medusa Aggregates Company on October
8, 1982 and modified to include 279 acres at approximately that time.
i A copy of the January 29, 1988 letter indicated that the 279 acres is the
i permitted acreage is attached.
The permit was again modified and renewed on January 19, 1994.
The permit was modified on June 21, 1996 and July 31, 1998.
The permit was transferred in its entirety on March 9, 1999 to Vulcam
-..,�..� -� Materials Company,
' As per your request, I have attached a copy of a section of the Mine Map
prepared September 24, 1982 as part of the renewal and transfer to Medusa
Aggregates Company that indicates the permitted acreage and the above referenced
letter, Also I have attached a copy of the Mining Permit that was in effect on
January 1, 1990.
w
r.
C•ANO QUALITY SECTION [phone] FAX I919)733.2876
GEOLOG[CAs_SURVEY SECTION[8191733-2423 FAX[9s9)733.09ap
•*-f�,- P.O.EOX 27587,RALEIGH, NORTH CAROLI NA 2781 1•7887 TELEPHONE [phone] FA [phone]
AN EQUAL OPPORTUNITY 1 AFFIRMATIVE ACTION EMPLOYER-50%RECYCLEW10%POST-CONSUMER PAPER

Mr. Warren
Page 2
1 hope this has hclpcd with your search. if I can be of further assistance please call me at
[phone].
Sincerely,
❑ny L. Sample, C.P.E.S.C.
Assistant State Mining Specialist
Land Quality Section
TLS
Atachments
CC: Mr. Richard A. Phillips, P.E.

Uu1can
Materials Company
WKz POPLIN P 1 3nx 4231
SEN10R ENVIRONMENTAL ENGINEER WINSION SALLM.NORt 4 CAROLINA 27,115•1239
nuOEA51 DpvpSiOn TELEPH•OHLE-ljI3 Ybi-4bW
FAX 33Ci 744?019
October 18, 1999
Ms.Judy Wehner
Assistant Mining Specialist OCT 1 9 1999
Land Quality Section `
P.0- Rnx 271ri87 1� ►.
Raleigh,NC 2761 1-7697 8
Re: Return of Mine Map
Pcrmit No, 14-01
Lenoir Quarry
I]ear Ms. Wehner�
Please l ind enclosed the mine map dated 9 24-82 I borrowed from your o#[ice on 'Tuesday, October Q. Mr.
Tony Sample ryas very kind to allow me to review the historical mine permit file for the above site and to
borrow the map for duplication.
Please extend my thanks to Mr. Sample and let him know the map was returned. 'Thank you.
Sincere y,
Mike Poplin
EnviromviGntal Enbineer
southdown mine map 10-99

i
LL
1 �
LEGEND
E
I[OR IXONTA1. C'ON I'RC)i PCl[N I' zf
VERTICAL CONTROL POINT
3J
INDEX CC�1tiEi'(JL�R �1�135ti� � `- COL.
E
INTERMEDIATE CONTOUR 0
SPOT ELI:V,ITi(�E�r � 751 .6
f 11 WATER �
PAVED ROAD ... .......... �
fF!' DIRT ROAD
�.
. - BL1rI.D[NCs
LOCATED OBJECT �
PFNCE
I
/ TREES
f
' PIPE 7
f i
r'C}LE Ar
urvr7l-.Rr)rzAlry
. f •f _ rfr PROPO SCD CONTOURS
/ T / ..
- J LINED CHANNEL
PROPOSED R.IPRAP �
LINED CHANNEL -- �
25' UNEXC:AVATLII BUFFER
I OND #2 l
1 {
I
} f` L` �
77
41
---------------------------
D # f —
`f� J �
1
LLJ
•T
3 W
Q
d C5
PR SED UN ERDRAIN r-- � Q W d 0 �
CD E7 V O C17 L
0923
//�f __ I
cr-
d z 0
z _
p z ~ w
U) ❑
w 0
w w
100 200 300
-
SCALE 1"=1 no'
PLANT
SHEETQUARRY NUMBER
. -...
AREA TANKS f
F 1 OF 2
-D
1

'�„�•�^..{.Y�".'"h..r�Y"T"'i�`!'.i "l'�Y��'`+,^'fr'""tw�r.!' .ar..e ."^.r .ter-. - _ - _.
"DATE TO ASSISTANT DATE TIPUSAN
LOGGED IN
MINING CHECKLIST FOR ROUTING
Conpany Project Name -4al-4l.i aalv lt4 _
V v v .�
Permit No. ���'� County dwwlaw Date Received �t�l
Reviewer mj" �
Please makeV•copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New/ ❑ Renewal ❑ Modification ❑ Transfer ❑ Release
21 Additional Information ❑ Fee Needed
❑4 Fee Received: Amount
Please route to:
❑� __ 1�11J� � Field Office Date Routed
Wildlife Resources Commission Date Routed
* ❑ Archives and History Date Routed
❑ Other: slate Routed
Suspense Date for Comments: 157 dkkQZA�- (Date received +30 days,
not on weekend)
❑ Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
Wliite Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

Daniel W. Heintz
+ems PFIFRIDFNT
ENVWSDM NTjkL AFFAIRS
March 1, 1999
Vlr, Tracy Davis � ��f-lM�
State Mining Specialist
Department of Environment and
Natural Resources AFAR ,
Land Quality Section
P, 4, Box 27687
Raleigh, NC 27611 LLAND QUALITY SECTION
Re: Permit No. 14-61
Southdown, Inc. (Medusa Aggregates)
Lenoir, Caldwell County, NC
Dear Mr. Davis:
Please be advised that Vulcan Materials Company acquired the Lenoir, North
Carolina quarry from Southdown, Inc. on January 30, 1999. Additionally, Medusa
Aggregates Company, previous owner of the subject quarry, was merged into its parent
company, Southdown, Inc. on December 31, 1999, Accordingly, Southdown, Inc.
relinquishes its responsibility for the above-referenced permit and requests that the permit
be transfcrrcd to Vulcan Materials Company, Dy separate letter, Vulcan Materials
Company has retluested caVerage U11der the above permit.
Thank you for your attention to this matter, Please give me a call at 7131653-
6956 if you have any questions.
Sincerely,
Daniel W. Heiritz
Vice President
I nvironmental Affairs
Cc: Mr. Mike Poplin
Environmental Engineer
Vulcan Materials Company
Mideast Division
P. 0. Box 4239
Winston-Salem, North Carolina 27 1 15-4239
Southdown, Inc. = 1200 SMITH STREET SUITE 2400 = HQu$TON,TFXAS 77002 [phone]
N••evr.o:f r..;s �j

VENVIRON 'iENTAL AFFAIRS DEPARTMENT
Teiecopy Number [phone]
High Priority Medium Priority Normal Priority
DATED9/ q. � TOTA i., PAGES:
TO:
AT:
FAX NO: Yffo
FROM: 7G
If problems occur during iransmissioit, please phone [phone],
1ti7C E SSA tyE:
The information contained in this facsimile message is intended only for the personal and
confidential use of the designated recipient(s) named above. If the reader of this message is
not the intended recipient(s) or an agent responsible for delivering it to the intended
recipient(s),you are hereby notified that you have received this document In error and that
any review, dissemination,distribution, or copying of this message is strictly prohibited. l<fyou
have received this Communication in error, please notify us irnMediately by telephone and
return the original message to us by mail. Thank you.
Environmental AfThirs Group: Ruth rilrisman 1 Brad Cooley f Ivone Del Rio / Amarjit
("Jeet") S. Gill 1 Daniel W. Heintz 1 Ellesr Hofmann-Haynie 1 Janet Krolczyk
S V u r h d o V Y n, Inc. PRO 1200 SMITH STREET � suiTE 2400 . HOUSTON,TEXAS 77002 � (713)65"200
1 loud zgge Nq 2U:xd.- NMOQH100S:1 I 90:�T %. W/W i?40'ON ]�I J

Daniel W. Heintz
VkA rREsgExr
£TMF�EM7M RFFRNS
March 1, 1999
Mr, Tracy Davis
State Mining Specialist
Department of Environment and
Natural Resources
Land Quality Section
P. 4. Box 27687
Raleigh, NC 27611
Re: Permit No. 14-01
Southdown, Inc, (Medusa Aggregates)
Lenoir, Caldwell County, NC
Dear Mr. Davis,
Please be advised that Vulcan Materials Company acquired the Lenoir,North
Carolina quarry from Southdown, Inc, on January 30, 1999, Additionally, Medusa
Aggregates Company, previous owner of the subject quarry, was merged into its parent
company, Southdown, Inc. on December 31, 19W Accordingly, Southdown, Inc,
relinquishes its responsibility for the above-referenced permit and requests that the permit
be transferred to Vulcan Materials Company. By separate letter, Vulcan Materials
Company has requested coverage under the above permit,
Thank you for your attention to this matter. Please give me a call at 7131653-
6956 if you have any questions.
Sincerely,
Daniel W. Heintz
Vice President
Environmental Affairs
Cc: Mr. Mike Poplin
Environmental Engineer
Vulcan Materials Company
Mideast Division
P, 0. Box 4239
Winston-Salem, North Carolina 27 1 1 5-4239
Southdown, Inc. ,- 1200 SMITH STREET SUITE 2400 � HOUSTON,TEXAS 77002 [713)650-6200
Z 30dd L958 899 £iL. b3 _ NM0GHin0S:Q1 9011 66, 80f£0 Z00'°N 3­]I3

„••':rlw-w::.r.. l.t''^'wtpwr •.',/`r„f:r��-+w.,.,i!}ram-r,�•wrr�.. n+r +'ti,,.t•.�f"�,..n��.:�'r...rw.,,+,•...rYKri'�y1+r.I''T,rr =` . ..
DATE TO ASSISTANT �"”' DATE T&USAN
LOGGED IN _ s f
{� MINING CHECKLIST FOR ROUTING
Company '- = Prof ect Nameii� Ia
AV
Permit No. County Date Received
Reviewer
Please make copies of check to include with Central 'Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal ❑ Modification r❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
t
0
Fee Received: Amount aOv
Please route to:
ti
Field Office Date Routed
❑ Wildlife Resources Commission Date Routed
* LJ Archives and Ifistory Date Routed
❑ Other. date Routed
Suspense date for Comments: ;V,Iq 1,?q (Date received +30 days ,
not on weekend) l
❑""
Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

UU1[an
Materials Company
February 5, 1999
Mr. Tracy Davis
Statc Mining Specialist
Land Quality Section 666L 8 Q 833
P.O. Box 270$7
Raleigh, NC 27611
Re: 'transfer of Permit No, 14-0 1
Lenoir Quarry, Caldwell County
Dvar Mr. Davis:
On January 30, we campleled the acquisition of the above operation from Southdown, Inc. (formally
Medusa Aggregates). Please consider this letter as our request to have the existing;mining permit
transferred to Vulcan Materials Contpanv, at which time we will accept any and all responsibilities and
liabilities of the operation with respect to the Mining Act of]97 1.
Enclosed find the following, required items: Application and land Entry Agreement forms, mine maps,
and the processing fee check in the amnunt of$54.00. Note the suhmitted mine maps are idenlial to those
dated March 1996 and February 1999 and previously approved. We trust these will be acceptable for
permitting purposes until ► c are able to prepare a map based upon updated aerial photography. Also, the
blanket bond we have in effect for our other locations in the Statc is sufhcicnl to cover the Lenoir Quarry.
Finally, under separate cover, we are requesting that the: current permittne transmit the necessary request
letter to your office
Should you have questions in the above matter, please contact me. 'Thank you for your assistance in the
above matter.
Sincerely,
f
ike'Foplin
Environmental Engineer
cc: Janct Krolczyk, Southdown, Inc.
Weldon Peek
146 Lenoir perrnit Yunskrral roquesl 2-99
MIDEAST DIVISION ; P.O. COX 4239 - WINSTON•SAI,EM. NORTH CARCUNA 27115.4239 + TELEPHONE [phone]W

r �
NORTH CAROLINA DEPARTMLNT OF ENVIRONMENT, HEAEi3
AND NATURAL RESOURCES LAND QUALITY SECTION APPLICATION FOR A M MNG PERNUT(PLEASE PRINT OR TYPE)
1. Name of Mine_ Lenoir Quarry _ _ _ County CaZc�wP11
2. Name of Applicant* Vulcan Materjals Cornpang
3. Permanent address for receipt of official mail** P.O. Sox 4239
Winston-Salem, NC 27115
Telephone [phone]
4. Mine Office Address P.O. Box 1796 Lenoir,
Telephone 828-754_5348
5. Mine Manager Weldon PeekWe hereby certify that all details contained in this Permit Application are true and correct to the best
of our knowledge. We fully understand that any willful misrepresentation of facts will be cause for
permit revocation.
4WU
***Signature y Date February- 4, 1999
Print Name Lamar Brannan
Title Division Controller
* This will be the name that the mining permit will be issued to and the name that must be lndigaied on the
reclMati 7n band or other security that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or den an application for a permit within 60 days of
receipt of a complete application or, if a public hearing is he d, within 30 days fallowing the hearing and the
filing of any supplemental information required by the Department. All questions must be addressed and all
required maps provided before this application can be considered complete. Attach additional sheets as
needed.

APPLICATION FOR A MIIYING PERMIT
a NQIE: All of the following questions must be thoroughly answered with regards to your minin
ust. g
operation for the intended life of the mine. All responses m be clearly conveyed on a corresponding,
detailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
Answer AU of the following that apply:
1. a. If this is an a lication for a DMW permit, indicate the total acreage at the site to be covered
by the pernut(tthis is the acreage that the "new permit" fee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned: Acres
leased: Property owner if leased:
b. If this is an application for RENEWAL of a mining permit, indicate the minim permit number
and the total (Overall) acreage covered by the existing permit: Mining Permit No.:
Total permitted acreage (this is the acreage that the "renewal" fee will be
based upon):
c. If this is an application fora MODOCA110 to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit: Mining Permit
No.: Total permitted acreage:
Does the modification involve acreage within the previously approved permitted boundary?
Yes No If yes, indicate the acreage to be covered by this modification (this is the
acreage that the "major modification" fee will be based upon):
Does the modification involve acreage outsid the previously approved permitted boundary?
Yes No . If yes, indicate the additional acreage to be covered by this
modification: (NOTE: you must complete aR of Section F. of this application
form entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will rtion of this acreage be affected (disturbed,
ground cover removed) by the mintng operationany. Yes No (if no, a "minor modification"
fee of$50.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the
acreage to be affected within the acreage to be added to the permit (the total acreage to be added
to the permit is the acreage that the 'major modification" fee will be based upon):
d. If this is an application for 18,6.NSEM of a minim perrnit, indicate the mining permit number
and the total (overall) acreage.covered by the existing permit: Mining Permit No.: 14_n i
Total permitted acreage: �gfl
o SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT
TO BE PAID FOR THE REQUESTED PERMIT ACTIONS) AND CORRESPONDING ACREAGE
NOTED ABOVE
2. Indicate the approximate longitude and latitude, in degrees-minutes-seconds, of the center of the mine
site: LONGMUDE (dd-mm-ss): — -- Quadrangle: Ki jq's Creek
LATr=E (dd-mm-ss): --
3. Name of all materials mined: Gneiss
-2-

APPLICATION FOR A MDUNG PERMIT
4. Mining method: Hydraulic Dredge Front-end Loader & Truck Shovel & Truck X
Dragline & Truck Self-loading Scraper Other (explain)
5. a. Expected maximum depth of mine (feet) -.0 U- Reference elevation: i i r n _
b. Expected average depth of mine (feet) 25n
5. Has any area(s) at this site been mined in the past? Yes X No If no, proceed to Question 7.
a. Acreage of previously affected land(s) at present site that has not been reclaimed:
88.3 acres (identify all area on your mine maps)}.
b. When and by whom was this activity conducted? Prior to acquisition f - e d u s a
. Aggregates Company
c. Acreage of previously affected land at resent site that has been reclaimed: acres
(identify all areas on your mine map(s)�. N.A.
d. When and by whom was this activity conducted?
e. Do you wish to exclude any areas noted in 6a or c from this permit application?
Yes Now. If yes, how much? acres (identify all areas on your mine map(s)).
7. Present �prc-mining} use of the land (estimate acreage for each):
Cropland acres Pasture acres Forestry acres FishlWildlife acres
Recreation acres Other =acres (Specify use: M i n i n
8. Proposed land use after mining and reclamation has been completed (estimate acreage for each):
Cropland acres Pasture acres Forestry 120 acres FishlWildlife _acres
Recreation la acres Other _acres (Specify use: -Cammerrial _ - _.—,....__-•--
9. Number of years for which the permit is requested (1 0 years maximum): D n t i 1 E x p i ra t i o n D a t e o f
B. MAPS
1. Four (4) copies of the county highway maps and four (4) copies of all mine maps and reclamation
maps shall be submitted with each permit application.
County highway maps may be obtained from:
Location Department .
State Highway Commission
Raleigh, No.~dh Carolina 27502
[phone]
Clearly label and mark the location of your mining operation on the county highway maps.
.3_

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the meat or its appointed representatives the right of entry and travel upon our
lands or operation during regular business hours for the purpose of making necessary Meld inspections or
investigations as may be reasonably required in the administration of the Musing Act of 1971.
We further grant to the Department or its appointed representatives the right to make whatever entries
on the land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in
order to carry out reclamation which the operator has failed to complete in the event a bond forfeiture is
ordered pursuant to G.S. 74--59.
LANDOWNER: APPLICANT
Signature Signature *_ ,.
print Name: Vulcan Materials Com an Print Name:
Address Title:
Company: _ _ Vulcan Materials Comany
Telephone Mine Name: Lenoir Quarry _
*Signature must be the same as the individual who signed Page 1 of this application.
l 4 i
the uQroQpgte (see next page for fee schedule) in the form a check or money order
payable to the Noah Carolina Department of Exivironment, Health, and Natural Resources must be sent
to the Land Quality 5 ion Central,UfUce at the address listed on the front cover of this application
form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff
at [phone].
-19-

LORIE CORDER Commercial Card Check -
VULCAN MATERIALS COMPANY
PO BOX 4239
4401 N PATTERSDN AVE IJurc � 2 2l756
WINSTON SALEh9 SC 27115
$
o.iw a e.r
ELAN FINANCIAL SERVICES 4715111000253016
•' Payable through Firstar B+dk Milxaukee,&A.
Milwaukee,`✓iSCURIN
F� -CA t�lg�L
. e..aw.o
A.

I'I- 0/
NORTH CAROL.INA DEPARTMENT OF
n ENVIRONMENT AND NATURAL. RESOURCES
' " + DIVI SiON OF L ANo RESOURCES
@4, •...�'V January 1 , 2000
.NCDE:NR. L
€' Mr- Ronald G. McAbee
DAMES e.HUNT JR.��-.�� _ President, Mideast Division
V� �1
GOYfiRNaR
Vulcan Construction Materials, LP
P.Q. Box 4239
'- Winston Salem, North Carolina 27115
%VAYNVrmeor"7.4 L 1i RE. Corporate Name Change on All Mining Permits
•y,�;
SFCRETAAYy
Dear Mr. McAbee:
ycHARLBlf H.GARnNERp. Your request to have all mining permits issued to Vulcan Materials
P.G•,P.E.�IRHCTOR•,
AND S7ATC GEOLOOG19T - Company (see attached list) transferred in their entirety to Vulcan
Construction Materials, LP has been approved. As we have received the
required surety in an amcunt sufficient to cover the present operations,
Vulcan Materials Company is hereby released from further responsibility for
these sites with respect to The Mining Act-
Iz-
Please attach each of the enclosed Mining Permit Cover Pages to
each of the corresponding mining permit documents already in your
company's possession.
r t Thank you for your cooperation in this matter. If you should have any
~-
questions, please contact me at [phone].
Sincerely,
Tracy E. avis, P.E.
Slate Mining Specialist
= - Land Quality Section
TEDltls
Enclosures
.�� i.zz
pt
_ cc: Land Guality Section Regional Engineers
zz:. Ms. Barbara Rote-WRC, wlenclosures
+" " p Mr. Bradley Sennett-OWQ, wlenclosures
LAND C]UAI-ITY SECTION Is 19)733-4574 FAX [phone]-ZE176
• - X. � f+ GEQL�GICFl.L SURVEY SECTION Sa1917"J3.2423 FA S( f919}733-Q JUO
IS V
P.4.90><27VR7,RALFI[:M, NORTH CA9OLINA 27811.7fi87 YELEPHeNEi9M733.3633 FAX 19l 91}715•E3 E301
.+•- 'n-•"•'��'••^• -"f AN EQUAL C7PPOF[Tl1NITYl AFFIRMATIVE ACTION EMPLOYER-5,7`b' RELY Col:CI1❑a POsT-CONSUMER PAPER

Trj#sday, December 09, 1999 ANSWER Page 1
Permit No. Mine Name County Region Expiration Date River Basin
100-24 TOE RIVER QUARRY YANCE 1.00 919r2008 FRENCH BROAD
11-03 ENKA QUARRY BUNCO 1.00 11/13/2002 FRENCH BROAD
12-02 MORGANTON QUARRY BURKE 1.00 817r2002 CATAWBA
13-04 GOLD HILL QUARRY CABAR 3.00 10/30/2002 YADKIN
13-27 CABARRUS QUARRY CABAR 3.00 5/3/2006 YADKIN
14-01 LENIOR QUARRY CALOW 1.00 1/19/2004 CATAWBA
17-01 ISHELTON QUARRY CASWE 4.00 2/1812002 ROANOKE
30-03 SMITH GROVE QUARRY DAVIE 4.00 12120/2001 YADKIN
34-01 421 QUARRY FORSY 4.00 9/25/2002 YADKIN
34-02 NORTH QUARRY FORSY 4.00 $1712002 YADKIN
34-04 SOUTH FORK QUARRY FORSY 4.00 1/1912003 YADKIN
34-05 EAST FORSYTH QUARRY FORSY 4.00 11/29r2000 YADKIN
36-24 GASTON QUARRY GASTO 3.00 3/16/2000 CATAWBA
41-08 STOKESDALE QUARRY GUILF 4,00 6/30/2002 CAPE FEAR
41-20 GREENSBORO QUARRY GUILF 4.00 5/15/2006 YADKIN
45-01 HENDERSONVILLE QUARRY HENDE 1.00 4/19/2000 FRENCH BROAD
60-05 PINEVILLE QUARRY JMECKL 3.00 11/24/2002 CATAWBA
60-11 CLEAR CREEK QUARRY MECKL 3.00 10/18/2001 CATAWBA
61-13 SPRUCE PINE QUARRY MITCH 1.00 3l912009 FRENCH BROAD
77-01 ROCKINGHAM QUARRY RICHM 6.00 1216r2001 YADKIN
79-09 STONEVILLE QUARRY ROCKI 4.00 61$12002 ROANOKE
85-03 PILOT MOUNTAIN QUARRY STOKE 4.00 2/16/2003 ROANOKE
85-04 SANDY RIDGE QUARRY STOKE 4.00 4/3/2001 ROANOKE
86-03 ELKIN QUARRY ISURRY 4.00 11/12r2001 YADKIN PEE DEE
91-01 GREYSTONE QUARRY VANCE 5.00 7117/2002 NEUSE
95-01 BOONE QUARRY WATAU 4.00 6122/2004 WATAUGA
97-02 115 QUARRY WILKE 4.00 3/3/2002 YADKIN
99-01 CYCLE QUARRY YADKI 4.00 1/8/2003 YADKIN PEE ❑EE
99-06 YADKIN QUARRY YADKI 4.00 1216199 YADKIN PEE DE£

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, "The
Mining Act of 1971 ," Mining Permit Rule 15A NCAC 5 6, and other
applicable laws, rules and regulations
Permission is hereby granted to:
Vulcan Construction Materials, LP
Lenoir Quarry
Caldwell County - Permit No, 14-01
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic
values of all lands and waters affected by this mining operation will
receive the greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION OATS: JanuaLy...j 9,. 2QQ 4

y NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION or LAND RESOURCES
. �F A
March 9, 1999
.'JAmr_s13.HUNTJR.'
ove R
Oro
.�91J'
Mr. Mike Poplin
-MCDF I�IAYN E vrrTi�-.
SECRETARY. Vulcan Materials Company
P.O. Box 4239
Winston-Salem, North Carolina 27115
}.k HARLES H. ANDNER-
P. ecT P. . IRGR
'. "- S- RE: Mining Permit No. 14-01
,,AND STATE GKOLOWGIG�T
M . .
Lenoir Quarry
W Caldwell County
Catawba River Basin
Dear Mr. Poplin:
Your request to have the above referenced mining permit, issued
r to Medusa Aggregates Company, transferred in its entirety to your
company has been approved. As your company has on file with this
office a blanket bond of $500,000.00, 1 am enclosing the transferred
mining permit. The permit number, expiration date and mine name shall
remain the same as before the transfer.
Please review the permit carefully and notify this office of any
I
objections or questions you may have concerning the terms of the permit.
It is your responsibility to fully understand and comply with the
conditions of your mining permit.
As a reminder, your permitted acreage at this site is 290 acres and
the amount of land you are approved to disturb is 88.3 acres.
LAND QUALITY SECTION (919)7 3 3-4 S74 FAX[phone]
GEOLOGICAL SURVEY S45CTICN(919)73-1-2423 FAX(R19)733-0900
P.O.Box 27687,RAI_E1rH,NORTH CAROLINA 2761$-7687 TELEPHONE[phone] FAX (919I715-8ROJ
AN EOUAL OPPORTUNLTY I AFFIRMATIVE ACTION EMPLOYER-50% RECYCI-C.011 0% PqD5T'CQN5UMER PAprR

Mr. Poplin
March 9, 1999
Page Two
Again, if you should have any questions on this matter please contact me at
[phone].
Sincerely,
Tracy E. Davis, P.E.
State Mining Specialist
Land Quality Section
TEDIjw
Enclosures
cc: Mr. Richard Phillips, P.E.
Mr. Bradley Bennett-DWQ, wlenclosures
Ms. Barbara Rate-WRC, wlenclosures

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, "The Mining Act of 1971,"
Mining Permit Rule 15A NCAC 5 B, and other applicable laws, rules and regulations
Permission is hereby-granted to:
Vulcan Materials Company
Lenoir Quarry
Caldwell County - Permit No.14-91
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.
MMG PERMIT EXP_1RAT_1Q.N)ATEL anuary-12-20A

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources hereinafter referred to as the Department, and
in conformity with the approved Reclamation Plan attached to and incorporated as part of this
permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive the
expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another operator
succeeds to the interest of the permittee in the permitted mining operation, by virtue of a sale,
lease, assignment or otherwise, the Department may release the permittee from the duties
imposed upon him by the conditions of his permit and by the Mining Act with reference to the
permitted operation, and transfer the permit to the successor operator, provided that both
operators have complied with the requirements of the Mining Act and that the successor operator
agrees to assume the duties of the permittee with reference to reclamation of the affected land
and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing to
achieve the purposes and requirements of the Mining Act, the Department may give the operator
written notice of its intent to modify, revoke or suspend the permit, or its intent to modify the
Reclamation Plan as incorporated in the permit. The operator shall have right to a hearing at a
designated time and place on any proposed modification, revocation or suspension by the
Department. Alternatively and in addition to the above, the Department may institute other
enforcement procedures authorized by law.
D_efattiom
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.
Mo,c fic-ations
Jaauary_1_9. 1994,; This permit has been modified to allow pit expansion, the construction of an
overburden disposal area and the construction of corresponding sediment and erosion control
measures as indicated on the aerial topographic map dated October 1, 1992, the Mine Map dated
January 12, 1993, and the supporting design calculations package received with the letter dated
November 30, 1993.
,curie 21.,1g95: This permit has been modified to allow the relocation of an existing asphalt plant
or stockpile area to a 6.2 acre area as indicated on the Mine Map dated March 1996,
July 31,_1.99$: This permit has been modified to increase the permitted acreage at this site to
290 acres and the affected acreage to 88.3 acres, which includes 9.1 additional acres for use as
an overburden stockpile area, as indicated on the mine maps last revised June 30, 1998. This
modification also includes the supplemental erosion and sediment control measures for the
overburden disposal area and the supplemental information received by the Land Quality section
on July 9, 1998. Lastly, this modification approves your request to clarify the modification issued
June 21, 1996 to allow either the relocation of an existing asphalt plant or the set-up of another
asphalt plant or stockpile area on the 6.2 acre area as indicated on the Mine Map dated March
1996.

Page 3
Marc .-M.9: This permit, issued to Medusa Aggregates Curnpany, has been transferred in
its entirety to Vulcan Materials Company.
Expif_dtioiLQate
This permit shall be effective from the date of its issuance until .January 19, 2004.
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:
QEERATJhLG__C_Q N D1TI O N-5:
1. VVaslewateLaad-QuarDj-D-ewaLering
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.G. Environmental
Management Commission.
B. Any stormwater runoff from the affected areas at the site shall be in accordance with
any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.G. Environmental
Management Commission. It shall be the permittee's responsibility to contact the
Stormwater Section, Division of Water Quality, to secure any necessary stormwater
permits or other approval documents. _r
2. Ail Qu_akyaad_DG.usLQQnt[W
A. Any mining related process producing air contaminant emissions including fugitive
dust shall be subject to the requirements and rules promulgated by the N.C.
Environmental Management Commission and enforced by the division of Air
Quality.
B. During quarry operation, water trucks or other means that may be necessary shall
be utilized to prevent dust from leaving the permitted area.
3. Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained between any
affected land and any adjoining waterway or wetland to prevent sedimentation of
that waterway wetland from erosion of the affected land and to preserve the integrity
of the natural watercourse or wetland.
C. Sufficient buffer (minimum 25 foot undisturbed) shall be maintained between any
excavation and any permit boundary or right-of-way to protect adjoining property.

Page 4
4. Em_sio►Laad_SedimenLControl
A. Adequate mechanical barriers including, but not limited to diversions, earthen dikes,
silt check dams, silt retarding structures, rip rap pits, or ditches shall be provided in
the initial stages of any land disturbance and maintained to prevent sediment from
discharging onto adjacent surface areas or into any lake, wetland or natural
watercourse in proximity to the affected land.
B. Sediment and erosion control measures shall be installed and maintained as
indicated on the aerial topographic map dated October 1, 1992, the Mine Map dated
January 12, 1993 and in the calculation package submitted with the letter dated
November 30, 1993 with the following stipulations:
1. The rock dam shall be constructed of NCDOT Class li stone or an
equivalent.
2. The spillway section through the rock dam shall have a bottom width of 25
feet.
3. The rock dam abutments shall be lined with rip rap to prevent erosion of the
surrounding soil.
4. The outlet channel from the rock dam shall be lined with rip rap from the
outlet of the dam to the haul road below the dam,
5. All diversion ditches and/or channels within the permitted boundaries shall
be lined with rip rap to prevent erosion of the ditches.
6. The spillway for the sediment basin below the overburden disposal area shall
be a minimum 5 feet wide and 1 foot deep.
C. Should the rock dam fail to function adequately, a riser basin shall be installed.
Prior to its installation, a modification request shall be submitted to and approved
by the Land Quality Section detailing its construction.
D. All erosion and sedimentation control measures shall be constructed and
maintained as indicated on the Mine Map dated March 1996 to prevent off-site
sedimentation.
E. The overburden disposal area shall be constructed as indicated on the mine maps
last revised June 30, 1998 and the supplemental information received by the Land
Quality section on July 9, 1998, including the construction and maintenance of the
supplemental erosion and sediment control measures for the overburden disposal
area, with the following stipulations:
a)overburden shall be placed in compacted lifts from the bottom of the slope
to the top (no "end dumping" of material shall be permitted);
b)the overburden shall be benched and surface water shall be diverted away
from the fill slopes as indicated in the approved modification application;
c) if the overburden disposal area slope should fail, a slope stability analysis
shall be provided to the Department to address its repair and permanent
stabilization; and

a a Page 5
d) all diversion ditches shall be lined with filter cloth or other acceptable
underlines prior to installation of the rock linings.
F. The modification issued June 21, 1996 shall interpreted to allow either the relocation
of an existing asphalt plant or the set-up of another asphalt plant or stockpile area
on the 6.2 acre area as indicated on the Mine Map dated March 1996.
G. An erosion and sediment control plan(s) shall be submitted to the Department for
approval prior to any land disturbing activities not indicated on the revised erosion
control plan or mine maps submitted with the approved application for a mining
permit and any approved revisions to it. Such areas include, but are not limited to,
n expansion outside of the approved pit area, creek crossings, or expansion of
overburden disposal areas.
5. -G�unsiwateLErotection
Groundwater monitoring wells shall be installed and monitored as deemed appropriate by
the Department.
6. f;,radeLSlQpas_aad Fills
A. The angle for graded slopes and fills shall be no greater than the angle which can
be retained by vegetative cover or other adequate erosion control measure,
structure, or device. In any event, exposed slopes or any excavated channels, the
erosion of which may cause off-site damage because of siltation, shall be planted
or otherwise provided with ground cove r, devices or structures sufficient to restrain
such erosion.
B. Overburden cut slopes along the perimeter of any pit expansion conducted after
January 19, 1994 shall be graded to a minimum 2 horizontal to 1 vertical or flatter
and shall be stabilized within 60 days of completion. Furthermore, a minimum ten
(10) foot wide horizontal safety bench shall be provided at the top of the rock and
at the toe of any overburden slope constructed after January 19, 1994.
7. Surface_DMinage
The affected land shall be graded so as to prevent collection of pools of water that are, or
likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
$ Blasting
The operator shall provide to the Department a copy of the findings of any seismic studies
conducted at this facility. The operator shall make every reasonable effort to incorporate
the studies' recommendations into the production blasting program,
The following blasting conditions shall be observed by the operator to prevent hazard to
persons and adjacent property from thrown rock or vibrations:

Page 6
A. In all blasting operations, except as hereinafter otherwise provided, the maximum
peak panicle velocity of any component of ground motion shall not exceed 1 inch
per second at the immediate location of any building outside of the permitted area
regularly occupied by human beings such as dwelling house, church, school, public
building, or commercial or institutional building outside of the permitted area. The
o p eratoLsh all-monitoLeach-b1asLv-itha sesrrmg ra ph.
B. Airblast overpressure shall not exceed 128 decibels linear (DBL) as measured at
the immediate location of any regularly occupied building outside of the permitted
area such as any dwelling house, church, school, public building, or commercial or
institutional building. If vibrationlairblast limits are exceeded, the operator shall
immediately report the event with causes and corrective actions to the Department.
Use of explosives at the blast site that produced the excessive reading shall cease
until corrective actions approved by the Department have been taken. However,
blasting may occur in other approved areas within the permitted boundary.
Authorization to blast at the blast site may be granted at the time of the verbal
reporting of the high airblast reading if the circumstances justify verbal approval.
EaRuLeAo-teport will_-co nstitute_a ep rmiUialatkm.
C. The operator shall take all reasonable precautions to insure that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Should flyrock occur beyond the permitted and guarded area, or the
level in Item A. above is exceeded, the operator shall report the incident to the
Department immediately and further use of explosive at the site shall be
immediately suspended until the following actions have been taken:
I. 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 14 days of the incident. Said report shall, at a minimum,
document the cause(s)of the incident along with technical and management
actions that will be taken to prevent further incidents.
The report shall meet with the approval of the Department before blasting may
resume at the site. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of this permit.
D. The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of iritervals; depth and size of holes;
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to closest
off-site occupied structure; and weather conditions at the time of the blast. Records
shall be maintained at the permittee's mine office and copies shall be provided to
the Department upon request.
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,
F. Each face shall be cleaned and examined prior to drilling to identify any geologic
abnormalities and to ensure ample burden is established along the face of each
shot.

Page 7
9. bigh_V_I[alLBarrier.
A physical barrier consisting of large boulders placed end-to-end or fencing shall be
maintained at all times around the perimeter of any highwall to prevent inadvertent public
access. In addition, a minimum 10 foot wide horizontal safety bench shall be provided at
the junction between the top of rock and the toe of any overburden cut slope constructed
after January 19, 1994..
10. VisuaLSLmeaing
Existing vegetation shall be maintained between the mine and public thoroughfares to
screen the operation from the public. Additional screening methods, such as constructing
earthen berms, shall be employed as deemed appropriate by the Department.
11. P_ian_ModificatiQfi
The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit and any approved revisions to
it. Approval to implement such changes must be obtained from the Department prior to on-
site implementation of the revisions.
12, gefuse-Disposal.
A. No on-site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within-the boundaries of the mining permit area
unlasss authorization to conduct said disposal has first been obtained from both the
Division of Waste Management and the Land Quality Section, Department of
Environment and Natural Resources. The method of disposal shall be consistent
with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971 generated
on-site and directly associated with the mining activity may be disposed of in a
designated refuse area. All other waste products must be disposed of in a disposal
facility approved by the Division of Waste Management. No petroleum products,
acids, solvents or their storage containers or any other material that may be
considered hazardous shall be disposed of within the permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be"mining refuse" (in addition to those specifically listed under
G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1) on-site generated land clearing debris
2) conveyor belts
3) wire cables
4) v-belts
5) steel reinforced air hoses
6) drill steel
D. If mining refuse is to be permanently disposed within the mining permit boundary,
the following information must be provided to and approved by the Division of Land
Resources PdQLtQ commencement of such disposal:

0 0 Page 8
1. the approximate boundaries and size of the refuse disposal area;
2. a fist of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the refuse;
4. verification that the refuse will be disposed at feast 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be established.
13. Annual-ReLlamatiea_@ep4it
An Annual Reclamation Report shall be submitted on a form supplied by the Department
by February 1 of each year until reclamation is completed and approved.
14. Bnading
The security which was posted pursuant to N.C.G.S. 74-54 in the form of a $500,000.00
blanket bond is sufficient to cover the operation as indicated in the approved application.
This security must remain in force for this permit to be valid. The total affected land shall
not exceed the bonded acreage.
15. Am ae -bg. al Resources
Authorized representatives of the Division of Archives and History shall be granted access
to the site to determine the presence of significant archaeological resources.

Page 9
APP_RQ V EQRE CLAMAII4 N-ELAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a separable
obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Mini mum-S to ad a rd-As-aQvided_B y_G,.S--Z4
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 provide a permanent barricade (fence) along the top of any highwall, and grade and
revegetate any areas in unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to
insure slope stability.
B. Any settling ponds and sediment control basins shall be backfilled, graded, and
stabilized or cleaned out and made into acceptable lake areas.

0 Page 10
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On-site
disposal of waste shall be in accordance with Operating Conditions Nos. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul water.
3. vegetation-P1an:
Disturbed areas shall be permanently revegetated according to the Revegetation Plan
prepared by Ledford Engineering dated January 12, 1993 and received by the Land Quality
Section on May 26, 1993 with the following additions:
Spring/Summer Mixture (May 1-September 15)
Browntop millet 20 Ibs.lacre
Sericea lespedeza 20 lbs.lacre
Shrub lespedeza 1 lb./acre
Fall/Winter (September 161April 30)
Rye grain 120 Ibs.lacre
Sericea lespedeza 20 Ibs.lacre _.
Shrub lespedeza 1 Ibslacre
In addition, the permittee shall consult with a professional wildlife biologist with the
N.C. Wildlife Resources Commission to enhance post-project wildlife habitat at the
site.
4. Reclamation Ian:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In any
event, reclamation shall be initiated as soon as feasible after completion or termination of
mining of any mine segment under permit. Final reclamation, including revegetation, shall
be completed within two years of completion or termination of mining.
This permit, issued October 28, 1972 to Miller Brothers Ready-Mixed Concrete Company,
Inc., renewed and transferred to Medusa Aggregates Company October 8, 1982, modified
and renewed January 19, 1994, and modified June 21, 1996 and July 31, 1998, is hereby
transferred in its entirety to Vulcan Materials Company this 9th day of March, 1999
pursuant to G.S. 74-51.
By:,
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

Uu1can
Materials Company
RECEIVED RONALD G. MCASEE ; " 'ECEIVEVn
ro.BOxaz3 PRESIDEw. - BEHNR WNSTCNSALEM.NORTH CAROLINA 2;115a2211 161
MIDEAST DIVISION ELEPHO+�E 3'd;&7.sbpp
NOV 1 9 M
November 15. 1999 [2LANDUALITY SECTION �
Trac`'E. Davis
State Mining Specialist
Land Quality Section
Department of Environment
and Natural Resources
Post (?ffice Box 27587
Raleigh, North Carolina 27011
Re: Transfer of 0tvnership from Vulcan Materials Company to Vulcan
Construction Materials. LP
Mine Perrrtil Listing Attached—;b Locations
Dear Mr, Davis:
Vulcan Materials Company currently holds mining permits for the sites referenced above.
Effective January 1. 2000,Vulcan will transfer the above referenced locations to its wholly owned affiliate.
Vulcan Construction Materials. LP C'VC;M"). Accordingly, Vulcan requests that the above-referenced
permits be ainendcd to reflect VCM as the permittee effective Januam 1, 2000.
After the transfer is effective. VCM will continue to operate the referenced facilities under the
terms and conditions of the current permits. Thu talcphone numbers and contact information currently on
file 1, ith Four office will remain the same. Enclosed is a check in the arnount of$1.250,00_ representing
the processing fee for our twenty-five (25) perraiis. Under separate cover, Vulcan is sending to you the
original copy of a blanket surety bond and power of attomey for Vulcan Construction Materials.LP.
Should you have any questions or need further information. please call Mike Poplin at (336) 767-
4600.
Current Permittee, Vulcan ,Materials Company
, I V
! rI
By r �r
Its President, Mideast Division

Proposed New Permittee, Vulcan Construction
Materials, LP
By Vulcan Materials Company
Its General Partner
By !--e
Its President, Mideast Division
C: Frederic Smith, Bradley Arant Rose &White, LLP
Mike Poplin

r
TRANSFER OF OWNERSHIP FROM
VULCAN MATERIALS COMPANY TO VULCAN CONSTRUCTION MATERIALS, LP
LAND ENTRY AGREEMENT'
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our
lands or operation during regular business hours for the purpose of making necessary field inspections or
investigations as may be reasonably required in the administration of the Mining Act of 1971.
We further grant to the Department or its appointed representatives the right to make whatever entries on
the land as may be reasonably necessary and to take whatever actions as may be reasonable necessary in order to
carry out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to
G.S. 74-59.
LANDOWNER: APPLICANT:
Current Permittee, Proposed New Permittee,
Vulcan Materials Company Vulcan Construction Materials, LP
B y �� 1 �I� By Vulcan Materials Company
Its President, Mideast Division Its General Partner
B y // ,& , '?�4��—
Its President, Mideast Division
Ronald G. McAbee Ronald G. McAbee
Vulcan Materials Company
P.O. Box 4239
Winston-Salem, NC 27105
(336) 744 - 4600

LORIE CORDER � Commercial Card Check y -
VULCAN MATERIALS COMPANY
PO BOX 4239 u�['
4401 N PATTERSON AVE 1)Frl{__Zrl�[4��{__� +�_- 2-217&D
WiNST014 SALEM SC 27115
rir fit:r Of
ELAN FINANCIAL SEE iV10E 4715111000253016
Payahlr FLr7ngA FiFyraF Rant Milwaukow,N.A.
Milwarkrs,Wisconsin

UU11an
Materials Company
MIKE POPLIN f f] p.a BOX.1239
SENIOR ENVIRDNMf•NTAL ENGINEER �f '1 STON-SALENI.NORTH CARdLINA 27115•4239
WDEAST DIVISION n \LLJJ77 � TELEPHONE3367,67-1600
`J FAX 336:sa•20:9
iv V z 9 1999 '
By
Novcrnber 24, 1999
Mr. Tony Sample
Assistant Mining Specialist
Land Quality Section
P. Q. Box 27687
Raleigh, NC 27611
Re. Corrected ListingoFMine Permits
Rcgested Transfer ofOwnertih ip
29-Locations
Dear Mr- Sample:
Thank you very much for noting the discrepancies in the rarlier correspondence. Please find enclosed a corrected
permit listing and a check in the amount of$200.00 for the additional processing tee, l apologize for any
confusion and inconvenience. Should you have any questions or require additional information in this matter.
please contact me. Thant: you again.
Si?ikke
ely, -
/ oplin
smVironmental Engineer
nc name change 11-24-99

NORTH CAROLINA MINE PERMITS
MINE NAME. PERMIT NUMBER
BOONE 95-01
CARARRUS 13-27
CLEAR CREEK 60-1 1
CYCLE 99-01
EAST FORSYTH 34-05
ELKIN 86-03
ENKA 11-03
421 QUARRY 34-01
GASTON 36-24
GOLD HILL 13-04
GREE?NSBORO 41-20
GREYSTONE 91-01
HENDERSONVI LLE 45-01
LENOIR 14-01
MORGANTON 12-02
NOR'rH 34-02
115 QUARRY 97-02
PILOT MOUNTAIN 85-03
PINEVILLE 60-05
ROCKING HAM 77-0 I
SANDY RIDGE 85-04
SHELTON 17-01
SMITH GROVE 30-03
SOUTH FORK 34-04
SPRUCE PINE 61-13
STOKESDALE 41-08
STONEVI LLE 79-09
TOE RIVER 100-24
YADKIN 99-06
REVISED 11-2.1-99

LORIE CORDER Commercial Card Check -
VULCAN MATERIALS COMPANY
4401 N PATTERSON AVE lac�1E � l�I(' 1 21750
1NIN5TONrSArL�EM SC 27115 � 1
['rrvlri �,r } _ V0
r of
ur Ic IN
r-.t --
ELAN FINANCIAL SERVICES 4715111000253016
Fayabie,hreug$ /irstar Bank Milwaukee,H.A. f�
milwaukee,Wisconsin ` f,}
For-
( - Aw—
A,

f
NCDENR"
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E. Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
July 24, 2003
Mr. Tim Knopf
Vulcan Construction Materials, LP
PO Box 4239
Winston-Salem, North Carolina 27115-4239
RE: Permit No. 14-01
Lenoir Quarry
Caldwell County
Catawba River Basin
Dear Mr. Knopf.
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to increase the affected area to 112.3 acres as indicated on the
Site Plans last revised June 2003. The modification includes the expansion of existing
overburden storage area to the northwest, the addition of an overburden disposal berm to the
east and the construction and maintenance of the associated sediment and erosion control
measures. A copy of the modified permit is enclosed.
The conditions in the moditled permit were based -primarily upon the initial application.
Modifications were made as indicated by the modification request and as required to insure
compliance with The Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to draw your particular attention
to the following conditions where minor additions or changes were made: Operating Condition
Nos. 3D, 4G and 8A thru J.
The issuance of a mining permit and/or any modification to it does not supersede local
zoning regulations. The responsibility of compliance with any applicable zoning regulations
Iles with you.
As a reminder, your permitted acreage at this site is 290 acres and the amount of land
you are approved to disturb is 112.3 acres.
Please be aware that this permit expires January 19, 2004. In order to continue mining
operation at this site after January 19, 2004, a renewal request must be submitted prior to said
date.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574/ FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
An EprraI opportunity 1 Affirmative Action Employer—50%Recycled l 10%Post Consumer Paper

Mr. Knopf
Page Two
Please review the modified permit and contact Judy Wehner, Assistant Mining
Specialist, at [phone] should you have any questions concerning this matter.
Sincerely,
Francis M. Nevils, JR., PE
Section Chief
Land {duality Section
MFNIjw
Enclosures
cc: Mr. Richard Phillips, PE
Ms. Shannon Seaton - W RC, wlenclosures
Mr. Bradley Bennett - ❑WQ, w/enclosure
Mr. William Gerringer-Mine and Quarry Bureau, w/o enclosure

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERM IT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Vulcan Construction Materials, LP
Lenoir Quarry
Caldwell County- Permit No. 14-91
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: January 19 ,26D4

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
January 19, 1994: This permit has been modified to allow pit expansion, the construction of
an overburden disposal area and the construction of corresponding sediment and erosion
control measures as indicated an the aerial topographic map dated October 1, 1992, the Mine
Map dated January 12, 1993, and the supporting design calculations package received with
the letter dated November 30, 1993.
June 21 1996: This permit has been modified to allow the relocation of an existing asphalt
plant or stockpile area to a 6.2 acre area as indicated on the Mine Map dated March 1996.

Page 3
July 31 1998: This permit has been modified to increase the permitted acreage at this site to
290 acres and the affected acreage to 88.3 acres, which includes 9.1 additional acres for use
as an overburden stockpile area, as indicated on the mine maps last revised June 39, 1998.
This modification also includes the supplemental erosion and sediment control measures for
the overburden disposal area and the supplemental information received by the Land Quality
Section on July 9, 1998. Lastly, this modification approves your request to clarify the
modification issued June 21, 1996 to allow either the relocation of an existing asphalt plant or
the set up of another asphalt plant or stockpile area on the 6.2 acre area as indicated on the
Mine Map dated March 1996.
March 9 1999: This permit, issued to Medusa Aggregates Company, has been transferred in
its entirety to Vulcan Materials Company.
January 1, 2000: This permit has been modified to change the corporate name from Vulcan
Materials Company to Vulcan Construction Materials, LP.
July 24, 2663: This permit has been modified to increase the affected area to 112.3 acres as
indicated on the Site Plans last revised June 2903. The modification includes the expansion
of existing overburden storage area to the northwest, the addition of an overburden disposal
berm to the east and the construction and maintenance of the associated sediment and
erosion control measures.
Expiration Date
This permit shall be effective from the date of its issuance until January 19, 2004.
Conditions
This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 7446, et. seq., and
to the following conditions and limitations:
OPERATING CONDITIONS:
1. Wastewater and {quarry Dewatering
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission, it shall be the permittee's responsibility to contact
the Storm Water Section, Division of Water Quality, to secure any necessary
storm water permits or other approval documents.

Page 4
2. Air Quality and Dust Control
A. Any mining related process producing air contaminant emissions including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality.
B. During quarry operation, water trucks or other means that may be necessary
shall be utilized to prevent dust from leaving the permitted area.
3. Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
D. Sufficient buffer (minimum 54 foot undisturbed) shall be maintained between any
affected land and any adjoining waterway or wetland to prevent sedimentation of
that waterway or wetland from erosion of the affected land and to preserve the
integrity of the natural watercourse or wetland.
C. Sufficient buffer {minimum 25 foot undisturbed) shall be maintained between
any excavation and any permit boundary or right--of-way to protect adjoining
property.
D. Prior to impacting any wetlards or watercourses during the expansion of the
Northwest Overburden Disposal Fill or construction of.the Eastern Overburden
Disposal Berm, proof that any necessary permits and approvals obtained from
the US Army Corps of Engineers and/or Division of Water Quality must be
submitted to the Land Quality Section.
4. Erosion and Sediment Control
A. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, silt check darns, silt retarding structures, rip rap pits, or ditches shall'be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake, wetland
or natural watercourse in proximity to the affected land.
Sediment and erosion contrcl measures shall be installed and maintained as
indicated on the aerial topographic map dated October 1, 1992, the Mine Map
dated January 12, 1993 and in the calculation package submitted with the letter
dated November 30, 1993 with the following stipulations;
a. The rock darn shall be constructed of NCDOT Class 11 stone or equivalent.

Page 5
b. The spillway section through the rock dam shall have a bottom width of 25
feet.
c. The rock dam abutments shall be lined with rip rap to prevent erosion of the
surrounding soil.
d. The outlet channel from the rock dam shall be lined with rip rap from the
outlet of the dam to the haul road below the dam.
e. All diversion ditches and/or channels within the permitted boundaries shall be
lined with rip rap to prevent erosion of the ditches.
f. The spillway for the sediment basin below the overburden disposal area shall
be a minimum 5 feet wide and 1 foot deep.
C. Should the rock dam fail to function adequately, a riser basin shall be installed.
Prior to its installation, a modification request shall be submitted to and approved
by the Land Quality Section detailing its construction.
1 All erosion and sedimentation control measures shall be constructed and
1 maintained as indicated on the Mine Map dated March 1996 to prevent off-site
sedimentation.
E. The overburden disposal area shall be constructed as indicated on the mine
maps last revised June 30, 1998 and the supplemental information received by
the'L•and Quality Section on July 9, 1998, including the construction and
maintenance of the supplemental erosion and sediment control measures for the
Overburden,disposal area, with the following stipulations:
a. Overburden shall be placed in compacted lifts from the bottom of the slope to
the top. (No "end dumping" of material shall be permitted.)
b. The overburden shall be benched and surface water shall be diverted away
from the fill slopes as indicated in the approved modification application.
c. if the overburden disposal area slope should fail, a slope stability analysis
shall be provided to the Department to address its repair and permanent
stabilization.
d. All diversion ditches shall be lined with filter cloth or other acceptable
underliner prior to installation of the rock linings.
The modification issued June 21, 1996 shall be interpreted to allow either the
relocation of an existing asphalt plant or the set-up of another asphalt plant or
stockpile area on the 6.2 acre area as indicated on the Mine Map dated March
1996.

Page 6
G. All mining activities related to the expansion of the Northwestern Overburden Fill
Area and the Eastern Overburden Disposal Berm, including the installation and
maintenance of all erosion and sedimentation control measures, shall be
conducted as indicated on the Site Plans, Sheets 1 through 4,last revised June
2003 and the supplemental information dated March 18, 2003, and June 5, 2003
with the stipulation that any necessary permits and approvals shall be obtained
from the US Army Corps of Engineers and/or Division of Water Quality prior to
impacting any wetlands or watercourses.
H. An erosion and sediment control plan(s)s shall be submitted to the Department for
p � ) p
approval prior to any land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the approved application for a
mining permit and any approved revisions to it, Such areas include, but are not
limited to, expansion outside of the approved pit area, creek crossings, or
expansion of overburden or waste disposal areas.
5. Groundwater Protection
Groundwater monitoring wells shall be installed and monitored as deemed appropriate
by the Department.
6. Gritted Slopes and Fills
A. The angle for graded slopes and fills shall be no greater than the angle which
can be retained by vegetative cover or other adequate erosion control measure,
structure, or device. In any event, exposed slopes or any excavated channels,
the erosion of which may cause off-site damage because of siltation, shall be
planted or otherwise provided with groundcover, devices or structures sufficient
to restrain such erosion.
B. Overburden cut slopes along the perimeter of any pit expansion conducted after
January 19, 1994 shall be graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of completion. Furthermore, a
minimum ten (10) foot wide horizontal safety bench shall be provided at the top
of the rock and at the toe of any overburden slope constructed after January 19,
1994.
7. Surface Drainage
The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or ins:alled when required to prevent such conditions.

Page 7
B. Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity, air
overpressure, and vibration frequency levels shall be kept for each blast (except as
provided under Sections B. and D. of this permit). The following blasting conditions shall
be observed by the mine operator to prevent hazard to persons and adjacent property
from surface blasting:
A. Ground Vibration With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground motion shall not exceed Figure 1 (below)at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church, school, or public, commercial or institutional building.
ti
S�'�!S �•" '�. ,�:.; t �`} �f,T. t � .' 1 ������i Hr� �. .r � .N ��',��j�}i�,5T1
'YI�IC•.�+ rr"(s r f 1. .t x, '? •sr '*I '4 y+y1yL9-r�v. `a'`j
• .,. f�• �Y A L.Y
.5: 1< a y- •; r -.i: ''+,•te1� hf5
' Y `t. .4 :r� i .'fir ri,+`• `
i0A
�` 4 3 '• ' 0.1MR
'cg?
BrastVabration$Frequency,
', ••.; Frgure T ,ailtemalrye b►a�trn level:crrlerra .a .t
�w '�� —^a st�Ysr.�w�•..�,�,,s.+ �,��..���w� :•pia=+�
{5aurrre�'rnvdifrQd frern �rgcrreB=T.. �Ursau'af,1+lirres R,18Y�i:j..
B. Ground Vibration Without Monitoring:

Page 8
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
W = (DID,)2 Ds = D
1/2
V = 160(Ds)"7.s
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet)-
Ds = Scaled distance factor.
V = Peale Particle Velocity(inches per second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
C. Air blast With Monitoring:
Air blast overpressure resulting from surface blasting shall not exceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the operator outside of the permitted
area such as a dwelling house, church, school, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz in dBL
0.1 Hz or lower-flat response 134 peak
2.0 Hz or lower-flat response 133 peak
6.0 Hz or lower-flat response 129 peak
D. Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
U 82 P/W0.33)-1.2
To convert U (psi) to P (dSL):
P = 20 x log (U12.gx10-')

Page 9
Confined Air blast/Overpressure (dBQ
for quarry situation:
A = P - 35
U = Unconfined air overpressure (pounds per square inch).
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator(feet).
P = Unconfined air overpressure (decibels),
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blast/overpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping:
The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of intervals; depth and size of holes;
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to
closest offsite regularly occupied structure; and weather conditions at the time of
the blast. Records shall be maintained at the permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting
If ground vibration or Air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or high air blast reading if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. FI rock Prevention:
The operator shall take all reasonable precautions to ensure that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of the Mining Permit.
H. Flyrock Reporting:

Page 10
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.
1. Studies:
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requested.
9. High Wail Barrier
A physical barrier consisting of large boulders placed end-to-end or fencing shall be
maintained at all times along the perimeter of any highwall to prevent inadvertent'public
access. In addition, a minimum 10 foot wide horizontal safety bench shall be provided
at the junction between the top of rock and the toe of any overburden cut slope
constructed after January 19, 2004.
10. Visual Screening
Existing vegetation shall be maintained between the mine and public thoroughfares to
screen the operation from the public. Additional screening methods, such as
constructing earthen berms, shall be employed as deemed appropriate by the
Department.

Page 11
11. Plan Modification
The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any park of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit and any approved revisions to
it. Approval to implement such changes must be obtained from the Department prior to
on-site implementation of the revisions.
12. Refuse Disposal
A. No on-site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 7449 (14) of The Mining Act of 1971
generated on-site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be "mining refuse" (in addition to those specifically listed
under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1) on-site generated land clearing debris
2) conveyor belts
3) wire cables
4) v-belts
5) steel reinforced air hoses
6) drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Land Resources prior to commencement of such disposal:
1.) the approximate boundaries and size of the refuse disposal area;
2.) a list of refuse items to be disposed;.
3.) verification that a minimum of 4 feet of cover will be provided over the
refuse;
4.) verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5.) verification that a permanent vegetative groundcover will be established.

Page 12
13. Annual_Reclamation Report
An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and approved.
14. Bonding
The security which was posted pursuant to N.C.G.S. 74-54 in the form of a $500,000.00
blanket bond is sufficient to cover the operation as indicated in the approved
application. This security must remain in force for this permit to be valid. The total
affected land shall not exceed the bonded acreage.
15. Archaeological Resources
Authorized representatives of the Division of Archives and History shall be granted
access to the site to determine the presence of significant archaeological resources.

• Page 13
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1. The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or are likely to become noxious, odious or foul.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service,
6. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. -These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
1. Provided further, and subject to the Reclamation Schedule, the planned reclamation
shall be to allow the quarry excavation to fill with water, provide a permanent barricade
(fence) along the top of any high wall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:

• * Page 14
A. All areas of unconsolidated material such.as overburden or waste piles shall be
graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to
insure slope stability.
13. Any settling ponds and sediment control basins shall be backfilled, graded, and
stabilized or cleaned out and made into acceptable lake areas.
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On-site
disposal of waste shall be in accordance with Operating Conditions Nos. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
Disturbed areas shall be permanently revegetated according to the Revegetation Plan
prepared by Ledford Engineering dated January 12, 1993 and received by the Land
Quality Section on may 26, 1993 with the following stipulations:
Spring/Summer May 1-Sept. 15 Fall/Winter Sept. 15-April 30
6rowntop millet 20 lbsla Rye grain 120 lbs/a
Sericea lespedeza 20 Ibsla Sericea lespedeza 20 Ibsla
Shrub lespedeza 1 lbs/a Shrub lespedeza 1 Ibla
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestern and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post-project wildlife habitat at the site.

Page 15
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued October 28, 1972 to Miller Brothers Ready-Mixed Concrete
Company, Inc., renewed and transferred to Medusa Aggregates Company October 8,
1982, modified and renewed January 19, 1994, and modified June 21, 1996 and July
31, 1998, transferred to Vulcan Materials Company March 9, 1999 and modified
January 1, 2499, is hereby modified this 24 h day of July, 2003 pursuant to G.S. 74-52.
Z - A-' ...z 2A
By: VV lot?
James D. Simons, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

Lenoir(quarry-Vulcan]Materials-Caldwcll Co
Subject: Lenoir Quarry- Vulcan Materials-Caldwell Co
Date: Wed, 23 Jul 2003 16:08:49 -0400
From: Don Holebrooks <Don.Holebrooks rr7ncmail.net>
Organization: NC ❑ENR - Asheville Regional Office
To: Judy Wehner<[e-mail]>
Judy,
The plans for the proposed modification have been reviewed by this
office and we do not have any design concerns at this time.
Don Holebrooks - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Land Resources, Land Quality Section
59 Woodfin Place
Asheville, NC 28801
Tel: [phone]
Fax: [phone]
Don Holebrooks<Don.Holebrooks a,nemail.net>
NC DHNR-Ashevitle Regional Office
Division of land Resources, land Quality Section
1
1011 1 7r23r2(9)3 4:37 l'M

I
Lenoir Quarry
1. Would help if pages in report were numbered.
2. The discharge velocity from the concrete pipe will approach 25 feet/sec. A different type
of energy dissipator such as an appropriately sired plunge pool is suggested.
3. Should Ponds 1,2, and 3 provide some temporary storage prior to discharging through the
emergency spillway?
.71-11 o

RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
Elev. 1 Elev.
29 •a 97.0
Elev.
8.1 91.9
7.6
1 1
4.Q 3.0
9.0
22.9
32.3 34.9
SECTION A-A
572
34.9 77
6.4 1
5.0 2.0
+— 8.7 SECTION B-B
S
A A
ROCK GRADATION
% Passing Size in 8
100 48
60-85 36 LANDOWNER
25-50 24
5-20 12 DESIGNER:
0-5 4.8 SHEET OF

0
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Nate No. 6 (Second Edition), Jan. 23, 1986
Elev. 100.0 Elev.
97.0
Elev.
10.9 689.1
10.
1 1
4.0 3_D
+ 28.7
45.0 40.8
SECTION A-A
--- 65.3
48.5
3.8 2.0
SECTION 8-8
B
A A
ROCK GRADATION
% Passing Size in B
100 36
60-85 27 LANDOWNER
25-50 18
5-20 9 DESIGNER:
0-5 3.6 SHEET OF
n

0
I
"D�; w 1 D
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
Elev. 100.0 q Elev.
97.0
Elegy.
14.2 14.2—C85.8
4.0 3.0
14.0 i
■ 35.5
60.1 48.7 �r---�■
SECTION A-A
76.0
64.8
2.5 2.fl
13.0 SECTION B-B
B
A A
ROCK GRADATION
% Passing Size (in) B
+04 24
60-85 18 LANDOWNER
25-50 12
5-20 8 DESIGNER:
0-5 2.4 SHEET OF

r�.Y, � � � �i�.F�1 -"�.G.F,1�, S-�•�, r A.'
1
[
MINING CHECKLIST FOR ROUTING f
Applicant's fla t1me: 1� LP Project Mime: �f
-� i
Applic.IPermit No.: IV-OYCounty: Date Received_ � 5�
Reviewer (^)U01," River Ba5ln Name: 04-42�-Olj
r�
C New , ?,kenewai JB'Orlod ification (inside permit bourldariee)
❑ Modification (outside permit bourdarie5) ❑Trari5fer ❑Release
❑ Partial release Xdditioral Information ❑Fee Needed: $
❑ Fee Received:
z�
ioL
IV! � Regiom3l Orfice (2 complete copies; attach tie"LOe Kegionai 3
Cffice Mining Application Review CneGH19t" W one copy and attach bxt-I, the PVJQ ar�ci PAQ
"Mining Appkce ition Keview Form" :o tha other co?y; Send bath copies to tihr, [regional Engineer)
Date: Route'
❑ Divi5lon of Water resources Pate: Routed c'd
❑ NC Wildlife Resources Commiooion Pate: Rout-ed Rec'd , t
❑ U5 Fish &Wildlife 5ervice Date: Routed Rec'd
(Only new applications one modification rcopc t5 than add land to the permit)
•4
1;.
t�
Y
Please route_fir5t 3,ages of the v Iota ion m, ap!�-to-:
❑ Division of Parka & Recreation Date: Routed Reed
❑ NC Geological 5urvey 5ection Date: Routed Reed
(Cn y new app icatbn5 aid moaification requert5 tha: add land to the permit) !h:
❑ Division of Archives & Hi5tory Date: Routed Rec'd
(only ne+�f app.iGtion5�
❑ Cther: Date: Routed Reed
"'5u5perloo Date for Comments: (no Eater than 25 days
from receipt)
ease note the following:
' ! ; - i-" •��.J,Y'r!u '+1 7' ' 1N• , � +�.. •s 1. r'w j .�• ' �i. 2 .1., li '•• �•.,• 1
1;;'LL.•-?:L
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Uu1can
Materials Company
.tune 5, 2003
.ludith A. Wehner,Assistant State Mining Speciulisf
NCDENR— Land Quality Section
1612 Mail Service Center J
Raleigh, North Carolina 27699-1612 �� o/V .S 2003
RF_: Lenoir Quarry, dining Permit No. 14-04
Cardwell County, Catawba River Basin J
Dcar Ms. Wchner:
In response to your letter dated May 14, 2003, we are submitting the following additional
information for the above referenced quarry permit modification. The issues will be
addressed in the same order as your letter.
1. Refer to pages 3 and 4 of the narrative, section "Eastern Overburden Disposal
Berm", and drawings 3 and 4 for details of how the eastern fill slopes will be
keyed into the existing ground. Also discussed are the details of the
underdrain system should seeps be found within the footprint of the fill.
2. Refer to page 3 of the narrative, section "Eastern Overburden Disposal Berm",
fourth paragraph, for a description of the estimated and required service lives
of the pipes.
3. Refer to pages 3 and 4 of the narrative for detailed construction sequencing of
the Northwest Overburden Disposal Fill and the Eastern Overburden Disposal
Berm, respectively. Sediment control during the installation of the twin 60"
pipes is discussed in the construction sequencing on page 4 and the"Erosion
and Sediment Control" section on page 5.
4. Refer to drawing 3 of 4, the detail labeled "Typical Slope Drain Profile", fiir
details of the slope drain inlets.
5. Refer to drawing 4 of 4 for the location of the Clean Water Diversion and
Appendix B for computations.
6. Refer to drawing 4 of 4 for the Eastern Overburden Disposal Berm haulroad
profile. Refer to drawing 2 of 4 for the location of the existing haulroad that
will provide access to the Northwest Overburden Disposal Fill.
MIDEAST DIVISION,VULCAN CONSTRUCTION MATERIALS,LP
P.O.BOX 4239•WINSTON-SALEM,NORTH CAROLINA 27115-4239•TELEPHONE [phone]

7. Relcr to Appendix A for the sediment trapping efficiency of the four sediment
ponds. All four ponds meet and exceed the 70%trapping efficiency
regu ire nient for the 10 year-24 hour storm.
8. Enclosed are copies of the U.S. Army Corps ol'I:ngineers "Notification of
Jurisdictional Determination" stating that the wetlands have been accurately
flagged/delineated/surveyed. The required 404 permit and 401 permit will he
obtained when appropriate and prior to any wetland disturbance.
If you have any questions please contact me. I appreciate the assistance of the NCUI NR
staff'in finalizing this modification request.
Sincerely. 1 J
Tim Knopf
Environmental Engineer, Southern Region
C: Brad Allison wlattachments
Tim Upchurch

r U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200231138 CVllltty Ca]dwcll Quad DINGS CREEK
Notification of Jurisdictional Determination
Property owner/Authorized Agent: Vulcan Materials Co tipany Mideast Division c/o A Fine Line Design Attn:Craig Wyant
Address; 1960 Chapman-Wyant lane Lincolnton,NC 28092
Telephone Number:[phone]
Zone; 17 UTM or LATiLONG;North:3976502 East; 457327
Size and Location of Property (waterbody, Highway name/number, town, etc.): in an rimmed tributary to Lower Creek near
Lenoir,Caldwell County,North Carolina
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed. The
surveyed wetland lines must be verified by our staff before the Corps will make a Final jurisdictional determination on
your property.
Because of the size of your property and our present workload,our identification and delineation of vour wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property,Corps staff will review it,and, if it is accurate,
we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final
jurisdictional determnation on your property without an approved survey. '
X The wetlands on your lot have been delineated and surveyed,and the limits of Corps jurisdiction have been explained to
you. Unless there is a change in the law or our published regulations,this determination may be relied upon for a period
not to exceed five years from the date of this notification,
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed three years from the date of this notification.
71ie project is located in one of the 20 Coastal Counties. You should contact 1he nearest State ❑fficc of Coastal
Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311), A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulator),program, p ease co ct Timothy J. Smith at(828)271-7980 x 8.
Project Manager Signature '
Date c� Expiration I]a#e �1
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
CKSAW hbrm 5"
1 OCm42

Request for Permit Revision
Lenoir Quarry
Caldwell County, North Carolina
Permit No. 14-04
r-t�
.June 5, 2003
1
Prepared 13y:
Vulcan Construction Materials, LP
P.O. Box 4239
Winston-Salem, North Carolina 27115-4239

1
Table of Contents
Treble elf Contems
Introduction 1
F.xisting Conditions 1
Property and Permit Boundary l
Landuse l
Floodplain 1
Wetlands and Streams 2
Proposed Overburden Storage 2
Northwest Overburden Disposal Fill 2
Eastern Overburden Disposal Berm 3
Erosion and Sediment Control 4
Appendices
Appendix A — Sediment Pond Computations
Appendix 13 —Stormwater Conveyance Channel Computations
Appendix C — Pipe Design

INTRODUCTION
Vulcan Construction Materials — Mideast Division (VCM) operates Lenoir Quarry, Permit
No. 14-04, located in Caldwell County, North Carolina. The Site is located just off of
SR-18 northeast of Lenoir,
This mine permit revision provides a clear and concise description of the existing
conditions of the quarry and a detailed plan for the proposed improvements to the site.
The existing conditions include property and permit boundary details, current landuse,
floodplain analysis and wetland delineation. The proposed improvement to the site is to
expand the overburden storage capacity. This includes access to the overburden
disposal areas, drainage, sediment control and flood plainlwetland management.
EXISTING CONDITIONS
Property and Permit Boundary
The property owned by VCM at Lenoir Quarry is 298.7 acres. Permit documents
state the permitted acreage is 290.0 acres, leaving an area along the northern
property boundary outside of the permitted area. A recent property survey
reveals that the actual permitted acreage is only 287.1 acres, instead of the
reported 290.0 acres. This permitted area is shown on Sheet Number 1 of 4,
"Existing Quarry Conditions."
Landuse
Within the 287.1 acre permitted area, VCM, is currently utilizing approximatelyD71acres for quarry related activities, This includes 3 acres for settling 1 sedimen
ponds, 25 acres for stockpiles 1 processing area 1 haul roads, 20 acres for
overburden storage and 30 acres for mine excavation.
Floodplain
Lower Creek flows from north to south along the northwestern property 1 permit
boundary. The Federal Emergency Management Agency (FEMA) has prepared a
Flood Insurance Study (FIS) for Caldwell County, North Carolina that includes a
detailed analysis of Lower Creek.
FEMA's floodplain management balances the economic gain from floodplain
development against the resulting increase in flood hazard. One of their main
management tools is called the floodway. Under this concept, the 100 year
floodplain is divided into a floodway and floodway fringe. The floodway is the
channel of a stream, plus adjacent floodplain areas, that must be kept free of

Lenoir Quarry—Permil No. I•I' 4
Rei,ision--.Iune 5, 2003-Page 2 of 5
encroachment so that the 100-year flood can be carried without substantial
increase in flood heights. Federal standards limit such increases to 1.0 foot,
provided hazardous velocities are not produced. The floodway fringes are the
portions of the floodplain that may be filled without increasing floodway heights
more than 1.0 foot. Sheet Number 1 of 4, shows the floodway and floodway
fringe for Lower Creek,
Wetlands and Streams
The quarry property has been investigated for the presence of Waters of the U.S.
(wetlands and streams). The areas were delineated and surveyed and that
inventory has been submitted to the U.S. Army Corps of Engineers for their
approval. Necessary state and federal permits will be obtained prior to any
encroachment or disturbance in these areas.
PROPOSED OVERBURDEN STORAGE
The proposed plan includes developing two overburden disposal areas, the Northwest
Overburden Disposal Fill and the Eastern Overburden Disposal Berm. Detailed plans
for each area have been designed and are described below. Sheet Number 2 of 4,
"Proposed Permit Revisions," shows the proposed areas.
Northwest Overburden Disposal Fill
This proposed fill ties into the existing overburden storage area and expands to
the north. Two underdrains are proposed for this fill, one is in the draw just north
of the existing overburden storage area and the other is for a known spring.
These underdrains are designed to eliminate the potential for pore pressure
buildup under the fill. As the fill expands northward again, it will toe out in the
Lower Creek floodway fringe, without encroaching upon the floodway.
Overburden will be placed in this fill area as per the plan view and cross sections
included with this revision request. Fill slopes are on 2:1 slopes with 15 feet wide
benches every 22 vertical feet. These benches provide slope stability for the fill
as well as provide a means to control smaller quantities of runoff. The benches
will be constructed to drain to one of the two slope drains or Conveyance
Channel No. 1, as shown in plan view. Ultimately, all runoff from this fill area will
pass through Pond No.4 prior to leaving the site.
As previously stated, the north and west portion of this fill toe out adjacent to the
floodway. A portion of Conveyance Channel No.1 and Pond No, 4 are within the
floodway, refer to Sheet Number 3 of 4, "Details", Section B-B'. Both of these
structures are completely excavated with no berms or embankments that would
impede flow through the floodway. For this reason, it is permissible to build
these structures by excavation without fill placement within the floodway. The

Lelinir Qtrarry—Permit No. 1.14-P
Revision—.tune 5, 2003 -fare 3 nr5
material excavated to construct these two structures will be placed in the
overburden disposal fill. In fact, these structures will actually increase the
floodway storage capacity if flooding should occur.
Lower Creek in the area of this proposed fill only flows at 1.0 foot/second during
the 100 yea r-24 hour storm event. A velocity of 1.0 foot/sec does not require rip
rap lining and therefore, no rip rap is proposed along the toe of this fill.
Construction Sequence
1, Construct Pond No.4, Conveyance Channel No.1 and the two underdrains.
2. Utilizing the existing haulroad, begin constructing the fill.
3. Construct the fill s❑ as to maintain the bench runoff flow patterns to the slope
drains.
4. Install slope drains as the benches are brought to grade.
5. Seed slopes as soon as construction phases are completed.
Eastern Overburden Disposal Berm
The primary purpose of this disposal berm is to provide additional overburden
disposal capacity as the quarry expands eastward. Another benefit of this berm
is that it will provide screening along this section of the northeastern boundary.
Overburden will be placed in this fill area as per the plan view and cross sections
included with this revision request. The fill will be keyed into existing ground
along the downstream toe of the fill. Keying will be accomplished by excavating
a trench through the deleterious material (topsoil, rootmat, & vegetative debris) to
competent material. This trench will be minimum of 3 feet deep by 5 feet wide
and will be backfilled with compacted overburden material. No seeps or springs
have been identified in the foundation area for this fill. Should any springs or
seeps be found during construction, they will be controlled using the underdrain
system as detailed for the Northwest Overburden Disposal Fill.
The embankment fill slopes are on 2:1 slopes with 20 feet wide benches every
25 vertical feet. These benches provide slope stability for the fill as well as
provide a means to control smaller quantities of runoff. The benches will be
constructed to drain to the slope drains. Runoff from the north-facing slope will
flow through Pond No.1 and runoff from the south-facing slope will flow through
Pond No.2. Twin 60" pipes will be placed under the fill to allow upland drainage
to pass under the fill.
The twin 60" pipes are designed for both corrugated metal and concrete pipe
installation. Appendix C contains the pipe design computations. Either 12 gage
corrugated metal pipes or Class V concrete pipes may be installed. For

Lenoir Quarry—Permit No. 1494
Revision—Jurre 5, 2003- Page 4 of.5
conditions at Lenoir Quarry, the estimated life of the 12 gage corrugated metal
pipe is 90 years. The required service life of these pipes is only 24 to 30 years.
Access to this disposal berm requires the construction of a new haulroad. This
haulroad is designed to be 40 feet wide on a 10 percent grade. The road surface
is side sloped to direct runoff to the roadside ditch with a safety berm along the
side opposite the ditch. All runoff from the roadway will pass through either Pond
No.2 or No.3.
Construction Sequence
1. Construct the haulroad from el 1345 to el 1185 in order to gain access to the
valley floor to begin construction of Pond No. 1, 2, and 3.
2. Construct Pond No.1 , 2 and 3, as well as install temporary silt fence to
delineate and protect undisturbed wetland areas.
3. Construct the Clean Water Diversion along eastern side of the berm.
4. Divert stream drainage along the east side of the culvert alignment and
construct the temporary sump that will later become the energy dissipation
cell. This sump will be used for sediment control during the pipe installation.
5. Install the eastern most pipe and at least one section of the western pipe so
that the upstream headwall may be constructed. Direct water into the eastern
pipe and finish installing the western pipe. Remove sediment from the
temporary sump and install the energy dissipation riprap blanket.
5. Construct the keyway trench along the downstream toe of the fill and begin
constructing the berm as shown on the initial fill development plan. Develop
the fill to drain to the slope drains and install the first bench slope drain as
soon as possible.
7. Seed berm face slopes as soon as construction phases are completed.
Erosion and Sediment Control
Both of the proposed fill areas have properly designed erosion and sediment control
structures so that flow from these areas will pass without erosion and be given sufficient
settling capacity. The structures provided for the Northwest Overburden Disposal Fill
are Pond No.4, Conveyance Channel No.1, slope drains and bench diversions. The
structures provided for the Eastern Overburden Disposal Berm & Haulroad are Ponds
No.1, No.2 & No.3, temporary sump, Clean Water Diversion, slope drains, bench
diversions, twin 60" pipes, 24" haulroad pipe and temporary silt fence.
Ponds No.1 through No.4 are designed to provide adequate sediment storage capacity
and pass the peak runoff from a 25 year-24 hour storm. Design computations for these
Ponds are included in Appendix A. Drawing No 3 of 4, "Details", include a typical pond
construction detail.

Lenoir Quarry—Permil No. is
Rerisiox—.Irate 5, 2003- Puge 5 of 5
A temporary sump will be excavated five feet deep where the energy dissipation blanket
will be installed. This sump will provide sediment control during the twin 60" pipe
installation. Once the pipes are installed, any sediment will be removed and the riprap
blanket for the energy dissipation cell will be installed.
Appendix B includes the design computations for Conveyance Channel No.1 (CC 1),
Clean Water Diversion and the diversion benches for both of the disposal areas. CC1 is
designed to carry the peak flow from a 25 year-24 hour storm without overtopping or
eroding the channel lining. The majority of CC1 is relatively flat and grass lined. The
grade along the southern portion of CC1 is steeper and the required lining is rip rap and
grouted rip rap. The Clean Water Diversion picks up a small amount of runoff from the
upland areas above the eastern disposal berm. This is a grass-lined channel with a
synthetic mat installed to provide stability until mature vegetation is established. The
diversion benches for each fill are designed based on the requirements for the bench
that passes the most flow. Since the benches for each fill area have the same
longitudinal slope the only variable parameter between each bench is contributing
drainage area. Therefore, all the benches are designed the same as the bench with the
largest contributing drainage area.
Appendix C includes the design computations for the slope drains, twin 60-inch pipes,
and 24-inch haulroad culverts.
Temporary silt fence will be utilized along the wetlands above and below the eastern
overburden disposal berm. The purpose of the silt fence is to prevent sediment-laden
water from entering the wetlands during the construction of Ponds No.1 , No.2, No.3 and
the lower portion of the haulroad. Once vegetation is established from this initial
construction the silt fence will no longer be required. This silt fence will also serve as a
delineation marker to prevent physical intrusion of the wetlands during construction.

Pond No.1
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Draian e Area- 14.0 Acres
Disturbed Drainage Area- 4.0 Acres
Runoff Coefficient- 0.25
Time of Concentration- 10 Min
2 Year 10 Year, 25 Year 50 Year
Rainfall Intensity inlhr - 3A 4.8 5.4 Runoff V cfs - 11.9 1 .8 18.9±kidl
Basin Characteristics
Basin S illwa
Top El - 1150.0 Crest EI - 1148.0
Top Dimensions- 80 x 140 Freeboard - 1 ft
Bottom El - 1144.0 Bottom Width - 10 ft
Bottom Dimensions- 56 x 116 Side Slopes- 20 :1
Shape - Rectangular Length - 20 ft
Top Width- 10 ft
Downstream Slope- 2 :1
Upstream Slope- 2 :1
Design Computations
Required Storage Volume- 25,200 cu ft = 933 cu yd = 0.58 ac-ft
Available Storage Volume- 27,906 cu ft Stora e Avail a Stora e R rd b - 11 %
Water Surface Area at Peak Flow(sq ft
Q2 = 162 %
Trapping Efficiency 010 = 115 %
❑25 = 102 %

Pond No.2
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Draian a Area- 23.0 Acres
Disturbed Drainage Area- 7.0 Acres
Runoff Coeficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year 25 Year 50 Year
Rainfall Intensity inlhr - 3A 4.8 5.4 6.1
Runoff 'Q' cf5 - 19.6 27.6 31.1 35.1
Basin Characteristics -11
Basin Spillway Princi al
Top El - 1184.0 Pipe Size- 18.0 in
Toe Dimensions - 88 x 160 Invert Elev- 1181.0
Bottom El - 1176.0 Spillway Emergency
Bottom Dimensions- 56 x 128 Crest El - 1182.0
Shape- Rectangular Freeboard - 1 ft
Top Width- 15 ft Bottom Width - 14 ft
Downstream Slope- 2 :1 Side Slo es- 2 :1
Upstream Slope- 2 :1 Length - 20 ft
Design Computations
Re uired Storage Volume - 41,400 cu ft = 1,533 cu yd = 0.95 ac-ft
Available Storage Volume- 144,925 cu ft Storage Avail a Storage R rd b - 9 %
Water Surface Area at Peak Flows ft - 11,751
02 = 138 %
Trapping Efficiency Q10= 98 %
025 = 87 %

Pond No.3
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Draian e Area- 5.0 Acres
Disturbed Drainage Area- 1.0 Acres
Runoff Coeficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year 25 Year 50 Year
Rainfall Intensity inlhr - 3.4 4.8 5A 6.1
Runoff 'Q' cfs - 4.3 6.0 6.8 7.6
Basin Characteristics
Basin 5 iI wa
Top El - 1215.0 Crest El - 1182.0
Top Dimensions - 40 x 100 Freeboard - 1 ft
Bottom El - 1208.0 Bottom Width- 8 ft
Bottom Dimensions - 12 x 72 Side Slopes - 2 '1
Sha e - Rectangular Length - 20 ft
Top Width- 10 ft
Downstream Slope- 2 :1
Upstream Slope- 2 :1
Design Computations
Required Storage Votume- 9,000 cu ft = 333 cu yd = 0.21 ac-ft
Available Storage Volume- 1 9,520 cu ft Storage Avail a Storage R rd b - 6 %
Water Surface Area at Peak Flow(sq ft - 2,944
02 = 159 %
Trapping Efficiency Q10= 113 %
Q25= 100 %

Pond No.4
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics
Total ❑raian a Area- 39.0 Acres
Disturbed Drainage Area- 10.0 Acres
Runoff Coeficient- 0.25
Time of Concentration- 10 Min
2 Year 10 Year 25 Year 50 Year
Rainfall Intensity inlhr - 3.4 4.8 5.4 6.1
Runoff 'Q' cfs - 33.2 1 46.81 52.7 59.5
Basin Characteristics -11
Basin 5 iIIwa
Top El - 1120.0 Crest El - 1118.0
Top Dimensions - 150 x 150 Freeboard - 1 ft
Bottom El - 1113.0 Bottom Width - 25 ft
Bottom Dimensions - 122 x 122 Side SIo es- 20 :1
Shape- Square Length - 20 ft
Top Width - 15 ft
Downstream Slope- 2 :1
Upstream Slope- 2 :1
Design Computations
Required Storage Volume- 70,200 cu ft = 2,600 cu yd = 1,61 ac-ft
Available Storage Volume- 87,620 cu ft Storage Avail > Storage R rd b - 25 %
Water Surface Area at Peak Flows ft - 20,164
Q2 = 140 %
Trapping Efficiency 010 = 99 %
Q25 = 88 %

Conveyance Channel No.1
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics 11
Total Drainage Area - 35 Acres
Disturbed Drainage Area - 7 Acres
Runoff Coefficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year 25 Year
Rainfall Intensity inlhr - 3.4 4.8 5.4
Runoff 'Q' cfs - 29.8 42.Q 47.3
Channel Characteristics
De th- 3 ft
Bottom Width - 5 ft
Left Side Slope- 2 :1
Right Side Slope- 2 :1
Channel Slope- 1 %
Desiqn Computations
d (ft) A(sq ft) R A n V(fps) V'R ❑{cfs} Comments
Retardance Class 'C' 1.60 13.12 1.08 0.042 3.7 4.0 49.0 V<VP & Q>Q25
Retardance Class'D' 1.55 12.56 1.05 0.038 4.1 4.3 50.9 ❑>Q25

Conveyance Channel No.'I
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics
Total Draina a Area- 35 Acres
Disturbed Drainage Area- 7 Acres
Runoff Coefficient- 0.25
Time of Concentration- 10 Min
2 Year 10 Year,25 Year
Rairfall Intensity infhr - 3.4 4.8 5.4
Runoff 'Q' cfs - 29.8 42.0 1 47.3
Channel Characteristics
Depth- 3 ft
Bottorn Width - 5 ft
Left Side Slope- 2 :1
Right Side Sto e- 2 :1
Channel Slope- 5 °Ia
Design Computations
d (ft) A (sq ft) R (ft) n V(fps) V'R Q{cfs} Comments
Retardance Class 'C' 1.00 7.00 0.74 0.040 6.8 5.0 47.7 V}V 8 Q>Q25
Retardance Class V 0.94 6.47 0.70 0.036 7.3 5.1 47.3 V>Ve Q>Q25
Lining Design 1.43 1 11.24 0.99 0.078 4.2 4.2 4TO I 0}025
Shear Stress - 4A6 Ilb/sq ft Use '.2" Rip Rap

Conveyance Channel No.1
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics 11
Total Drainage Area- 35 Acres
Disturbed Drainage Area- 7 Acres
Runoff Coefficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year 25 Year
Rainfall Intensity inlhr - 3.4 4.8 5.4
Runoff 'Q' cfs - 29.8 42.0 47.3
Channel Characteristics
Depth- 3 ft
Bottom Width - 5 ft
Left Side Slope- 2 :1
Right Side SIo e- 2 :1
Channel Slope- 14 %
❑esian.Computations
d (ft) A (sq ft) R (ft) n V(fps) V"R ❑(cfs) Comments
Retardance Class 'C' 0.74 4.80 0.58 0.039 9.9 5.7 47.5 V>V & Q>Q25
Retardance Class 'D' 0.72 4.64 0.56 0.037 10.3 5.8 47.7 V>Vp& Q>025
Lining Design 1.09 7.83 0.79 0.078 6.1 4.9 47.9 Q>Q25
Shear Stress - 9.52 Ib/sq ft Use Grouted 12" Rip Rap

Diversion Bench Design
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics 11
Total Drainage Area- 2 Acres
Disturbed Drainage Area- 0.5 Acres
Runoff Coefficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year, 25 Year
Rainfall Intensity inlhr - 3.4 4.8 5A
Runoff 'Q' cfs - 1.7 2.4 2.7
Channel Characteristics
Depth - 2 ft
Bottom Width - 0 ft
Left Side Sloe - 2 :1
Right Side Slope- 8 :1
Channel SI❑ e- 2 %
Design Commutations
d (ft) A{sq ft} R (ft) n V(fps) I V'R Q(cfs) Comments
Retardance Class'C' 0.91 4.14 0.44 0.190 0.6 0.3 2.7 V<VP & ❑>Q25
Retardance Class 'D' i 0.69 i 138 0.34 i 0.090 1 A 0A 2.7 ❑>Q25

Clean Water Diversion
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Drainage Area- 16.9 Acres
Disturbed Drainage Area- 0 Acres
Runoff Coefficient- 0.i 0
Time of Concentration - 10 Min
2 Year 10 Year 25 Year
Rainfall Intensity inlhr - 3.4 4.8 5.4
Runoff 'Q' cfs - 5.7 8.9 9.7
Channel Characteristics
Depth - 2 ft
Bottom Width - 2 ft
Left Side Slo e- 3 :1
Right Side Slo e- 2 :1
Channel Slope - 14 %
Design Computations
d (ft) A(sq ft) R (ft) n V(fps) V'R Q(cfs) Comments
Retardance Class'C' 0.55 1.86 0.37 0.058 5.0 1.9 9.3 V<Vp &Q>Q25
Retardance Class'D' 0.48 1 1.54 0.33 1 0.045 6.0 1 2.0 9.2 1 V-Vp & ❑>Q25
Install synthetic mat in channel for stability until vegetaion is established.

Diversion Bench Design
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Drainage Area - 7 Acres
Dis:umed Drainage Area- 2 Acres
Runoff Coefficient - 0.25
Time of Concentration - 10 Min
2 Year 10 Year, 25 Year
Rainfall Intensity (inlhr) - 3.4 4.8 5.4
Runoff `Q' cfs - 6.0 8.4 9.5
Channel Characteristics 11
Depth - 3 ft
Bottom Wicth - 6 ft
Left Side Slope- 2 :1
Ri ht Side Slope - 7 :1
Channel Slope- 3 d/o
Design_Computations 11
d (ft) A (sq ft) R (ft) n V(fps) V'R ❑(cfs) Comments
RetardanceClass 'C' 1.04 4.B7 0.50 0.083 2.0 1.0 0.6 V>V & Q>Q25
RetardanceClass 'D' 0.91 3.73 0.44 0.058 2.6 1.1 9.6 V>Vp & Q>025
Lining Design 0.91 3.73 0.44 0.056 2,6 1.1 9.6 0?025
Shear Stress - 1.70 IbIsq ft Uses n:hetic mat

i
Pipe Design Under Berm
Lenoir [quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Drainage Area- 208 Acres
Disturbed Drainage Area- 0 Acres
Runoff Coefficient- 0.25
Time of Concentration- 10 Min
2 Year 10 Year 25 Year 50 Year 100 Year
Rainfall Intensity inlhr - 3.4 4,8 5.4 7.0 8.0
Runoff V ifs - 176.8 249.6 260.8 364.6 416.0
Attached Computation Summary Energy Dissipation Blanket
Pipe Pipe 25 YR 10C YR Class II Riprap
Material Diameter Inlet Inlet Length -50 feet
In HW/D HWID Widths Upstream - 15 feet
Width Downstream-60 feet
CMP 601 1. 1.5
Concrete 601 1. 1.5
CMP Strength
Design Fill Height = 60 feet
Required p pe thickness WOO" CMP is 12 gage 79 feet of comer
CMP Durability "
Approximate Soil Characteristics- pH -7; Resistivity- 6000 ohm-cm
Approximate Runoff Characteristics-pH - 6.5; Resistivity-4500 ohm-cm
Estimated Life of 12 gage Uncoated CMP
Outside of Pipe - 56 years x 2.2(pipe thickness multiplier)= 123 yrs
Inside of Pipe-41 }ears x 2.2= 90 yrs
Reference-"Handbook of Steel Drainage and Highway Construction Products"
American Iran and Steel Instilute,Fifth Edition 1994

Culvert Calculator Report Is
Eastern Overburden Disposal Berm - 25 Year - 24 Hour Storm (CMP)
Comments Corrugated Metal Pipes
Pipes Under Overburden disposal Berm
5vlae Fur:Headwater ElGvgtiurr
Culvert Summary
Allowable HV11 Elevation 1,1t35.00 f: Headwater DepthlHerght 1.14
Computed Headwater Elevi 1,180.6B ft Discharge 280.80 cfs
Inlet Control HVV Elf;v, 1,180,21 ft Tailwater Elr vwivrr 0.00 ft
Gutlet C4ntrUl H1N Elev. 1,100,05 ft Control Type Entrance Cool
Grades
Upstream Invert 1,175.00 ft Downstrearr invert 1,152.0c ft
Length 570.00 ft Constructed Slcpe 0.040351 ftift
Hydraulic Profile
Profile 82 Depth, Dbwnstraam 2.49 ft
Slope Type Steep Normal rlep'h ?49 ft
Flow Regime Supercritical C:rdlral Depth 3.40 ft
Velocity Do+vnstrearn 14.40 I'tfs Critical Slope 0,015326 ftift
Section
Sectors Shape Circular Marrninys Coefficient 0,024
Section Material CMP Spar) 5.00 ft
Section Size 60 inch Rise 5.00 ft
Number Secticns 2
Outlet Control Properties
Outlet Control HW Elev. 1,160.88 ft upstream Velocity Head 1.52 It
Me 0,50 Entrance Loss 0.76 ft
Inlet Control Properties
Inlet Contrcl HW Flev. 1.1ED-21 It Flow Control Unsuhrnprgad
Inlet Type Headwall Area Ful' 39.3 ft'
K 0.00780 HDS 5 Chart 2
h1 2.00000 HDS 5 Scale 1
C 0.03790 Equatior Form 1
Y 0.69000
Projoct Engineer: Philip Dailey
untitted.r:vm Philip RFiiley Engineering CulvPrtMn-;tPr 0.0[2005h]
06i041D3 09:48:01 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

0 Culvert Calculator Report
Eastern Overburden Disposal Berm - 25 Year - 24 Hour Storm (Concrete)
Comments: Concrete Pipes
Pipes Under Overburden Disposal Berm
Solve For.Heodwater Elevation
Culvert Summary
Allowable HW Elevation 1,185.00 ft Headwater DepthWeight 1.14
Computed Headwater Eler 1.180.66 fi Discharge 280,60 cfs
Inlet Gontrvl HW Elev. 1,180.32 r1 Tailwater Elevation 0.00 ft
Outlet Control I=Elev. 1,10-D.08 ft Gcntrol Type Entrance Gortrol
Grades
Upstream Invert 1.175.00 ft Downstream Invert 1,152.00 ft
Length 570.00 ft Consiruc;ed Slope 0.040351 fbft
Hydraulic Profile
PrnfilP Sa Depth, Downstream 1.77 ft
Slnpe Tyne ^-teep Normal Depth 1.77 ft
Flow Regime Supercr.tical Critical Depth 2.40 ft
Velocity Downstream 22.59 fl/s Critical Slope 0,004497 ft)ft
Section
Section Shape Circular Mannings Coefficient 0.013
Section Material Concrete Spar] 5.00 ft
Section Size GE)inch Rise 5.oc ft
Number Sections 2
Outlet Control Properties
Outlet Control HW Elev. 1.160.63 f; Upstream Velocity Head 1.52 ft
Ke 0,50 Entrance Loss 0.7E ft
Inlet Control Properties
Intet Control HW Eiev. 1.180.32 f, Flow Control Unsubmerged
Irlet Type Square ecge wlheadwall Area Full 39,3 It,
K 0.00980 HDS 5 Chart 1
M 2.00000 HD5 5 S;ale 1
C 0.03980 Equation Form 1
y 0.67000
r'rojcct Engineer: Philip Sailey
untitled.evm Philip Bailey Enginaaring CulverMaste•v2_0 [2005h1
06104/03 09:49.40 AM 0 Haestad Methods,Inc. 37 Brookside Road Wate.-bury, CT 067013 USA +1.203-755-1665 page 1 of 1

0 Culvert Calculator Report
Eastern Overburden Disposal Berm - 100 Year- 24 Hour Storrs (CMP)
comments: Corrugwed Metal Pipe
Pipes Under Overburden Disposal Berm
Solve For:Headwater Elevation
Culvert Summary
Allawdble I~W=levatiun 1.185.00 fl Headwater oepJilHeight 1.52
Computed Ileadwatei Clevt 1,102,60 ft Disoiarga 416.00 GIs
Inlet Control HW Clev, 1,182.60 ft Tailwater Elevation 0.0C ft
Outlet Control HW f ley. 1,182.40 fl Control Type Inlet Control
G ades
Upstream Invertt 1,175,00 fl Downstream Invert 1,152,00 ft
Length 570.00 fl Constructed Slcpe 0.040351 ftift
Hydraulic Profile
Profile 82 rSaHth. Downstream 3.18 ft
Slope Tvpe Steep Normal Depth 3.18 ft
Flow Regime Supercritical Criticat Dept,n 4.11 ft
Velocity Downstream 15.77 1js Criticat Slope 0.021840 Rift
Section
Section Shape Circular Mannings Coefficient 0.024
Section Malarial CMo Span 5.17E ft
Section Size 60 inch Rise 5.oG ft
Number Sections 2
Outlet Control Properties
Outlet Cant•ol HW Elev. 1,162.49 f: Upstream Velocity Head 2.26 ft
Ke 0,50 Ertrance Loss 1.13 ft
Inlet Cortrol Properties
Inlet Contral HVV Elev, 1.182.60 P Flow Control Submerged
Inlet Type Headwall Area Full 3g,3 rt'
K 0.00780 HDS 5 Clart 2
M 2.00000 HAS 5 Scale 1
C 0.03790 Equation Form 1
y 0.69000
Project Englncer, Philip Dailey
untitled.cvm Philip Bailey Engineering GuiveriMaster v2.0[2005b]
06/04/03 09 50:11 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 1 or 1

0 Culvert Calculator Report 0
_+ Eastern Overburden Disposal Berm - 100 Year- 24 Hour Storm (Concrete)
Comments:Concrete Pipe
Pipes Under DverbLrden Disposal Berm
Solve For Headwater Elevation
Cilvert Summary
Allowable HW Clevation 1,165.00 ft Headwater Depth/Height 1.54
Computed Headwater Elov: 162.72 1t Discharge 4715.00 c`s
Inlet Control HA/Elev. 182,72 it Tailwater Elevation 0,00 ft
Cutlet Conlrol:AW Elev. 1,162.49 It Control Type Inlet Control
Grades
Upstream InveFt ',175.00 It Dowrstream Inert 1.152,00 ft
Length 570.1JU 1t Constructed Slope U.r340351 fVI't
Hydraulic Profile
Profile S2 Depth, Downstream 2.1 9 ft
Slope Type Steep Normal Depth 2.19 ft
Flow Regime Supercritical Critical Depth 4.1' It
Velocity Downstream 25.12 tVs Critical Slope U.DU6349 fVft
Section
Section Shape Circular Mannings Caeflicient 0,015
Section Material Concrete Span 5.DO n
Section Size 60 inch Rise 5.00 It
Number Secticns 2
Outlet Cont of properties
Outlet Control HW E�lev, 1,162.49 tt Upstream Velocity Head 2.26 ft
Ke 0.5o Entrance Loss ".13 ft
Inlet Control Properties
Inlet Control H`JVElev. 1,182.72 ft Flaw Control Submerged
Inlet Type Square edge wlheadwall Area Futl 39.3 ft'
K 0.00980 HDS 5 Chart
M 2.00000 HDS 5 Scale
C 0.03960 Equation Form 1
Y 0.67000
Projort FnQireer-Philip Railey
unlitled.cvm Philip Bailey Engineering CulvertMaster v2.0]2005b]
06+04103 09:50:39 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1.203-755-1665 Page 1 of 1

,
,► - 49-
�g/J
40-- C 4 d
f Ir
ui
Zp_ J ll 3 ui
f x
V] IO / a
I ci
IP 4 J r
14 • j p' I � J f ��1
S ,r.Za f 9 � •� ��pl��� t.L--
V-!
w-w- f
ID
2 3 4 6 e 10 2❑ 34 40 60 8❑ co 200 'MO 4CX3 6W KDO
❑15CA RM,CFS
Figure 7,25. Dciign of outlet protection - minimum taiwater condition,
T% C 0.51). (U.S. ETA, 1976)

Haulroad Culvert Design
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Drainage Area - 5 Acres
Disturbed Drains a Area - 2 Acres
Runoff Coe=ficient- 0.25
Time of Concentratioi - 10 Min
2 Year 1 10 Year 25 Year 1 50 Year 110OYea,
Ranfall Intensity irfhr - 3.4 4.8 5.4 7,0 8.0
Runoff V cfs - 4.3 1 6.0 6.8 8.8 10.Ljl
Attached Computation Summary
Two culverts are proposed for the haulroac lead ng to the Eastern Qverburcen
Disposal Berm. The largest drainage area has been evaJuated and the pipe
sizing will be utilized for both culverts,
Pie Pie 25 YR
Material Diameter Inlet
in HWM
CMP 24 0.$
Concrete 24 0.7

Culvert Calculator Report
Eastern Overburden Disposal Berm Haulroad - 25 Year - 24 Hour Storm (CMP)
Comments; Corrugated Meal Pipes
Pipes Under Overburden Disposal Berm
Solve For:Headwater Elevation
Culvert Summary
Allowable HVV Elevation 1.183,00 ft Headwater Depth/Height 0.80
CDmputed Headwater Clew 1.311.00 ft Discharge 6.80 cfs
Inlet Contra HW[lev, 1,311.17 ft Tailwatcr Elevation C.00 ft
Cutlet Control HVV Elev. 1,311.60 ft Control Type Entrance Control
G rad rs
Upstream Invert 1,310.00 f; Downstream Invert 1,265,00 ft
Length 190,00 f' Consirucled Slope 0.236342 fVft
Hydraulic Profile
Profile S2 Depth, Downstream C.46 ft
Slope Type Steep Normal Depth 0.46 ft
Flaw ReOime Supercrtical Critical Deptn 0.92 ft
Velocity Downstream 12.61 VJs Critical Slope 0.016128 fVft
Section
Section Shape Circular Mannings Coefficient 0.024
Section Material CMP Span 2.00 ft
Section Size 24 inch Rise 2.00 ft
Numaer Sectlois t
Cutlet Control Properties
Outlet Control HW Elegy. 1,311.64 ft Upstream Velocity Head 0.36 ft
Ke 0,90 Entrance Loss 0.32 ft
Inlet Control Properties
In let Control HVV Elegy, 1.311,17 ft Flow Control Unsubmerged
Inlet Type Projecting Area Full 3.1 ft'
K 3.03400 HDS 5 Char. 2
ful 1.50000 HDS 5 S--ale 3
C 0.05530 Equalion Form 1
Y D.54000
Project Engineer; Philip 83iloy
untitled.cvm Philip Bailey Engineering CulvertMaster v2.0 12005b;
OW4103 09:51;16 AM 0 Haestad Methods,Inc. 37 Brooks de Road Waterbuy, CT 4670a USA [phone] Page 1 of 1

Culvert Calculator Report
Eastern Overburden Disposal Berm Haulroad - 25 Year- 24 Hour Storm JConcrete)
Comments: Corrugated Metal Pipes
Pipes Under Ovetwden Disposal Berm
Solve For:I leadwater Elevation
Culvert Summary
Allowable HW Elevation 11185.00 ft Headwater DepthlHeight 0.6&
Computed Headwater Elevt 1,31 1.35 ft discharge 6.80 cis
Inlet Control HW Elev. 1,311,07 P Tailwater Elevation 0.00 ft
Outlet Cant-ol IIwElev. 1,311,35 ft Control Type Entrance Gontrol
Grades
Upstream Invert 1,310.00 h Downstream Inverl 1,265.00 ft
Length 190.0a ft Constructed Slope 0.236842 ftlft
Hydraulic Profile
Profile S2 Depth, Dowr.strearn 0.34 ft
Slope Type gtPP_p Normal Depth 0.34 ft
F ow Regime Supercritical Critical Depth 0.92 ft
Velocity Downstream 19.45 Ells Critical Slope 0.0{}4732 MR
Section
SK,tiOF1 Shape Circular Mannings Coefficient 0.013
Section Material Concrete Span 2.00 ft
Section Size 24 incn Rise 2.00 ft
Number Sections 1
Outlet Control Properties
Cutlet Control HV11 Elev. 1,311.35 f. Upstream Velocity dead 0.36 ft
Ke 0.20 Entrance Loss 0.07 ft
Inlet Control Properties
Inlet Control HVV Elev. 1.311.07 ft Flow Contro. Unsubmerroea,
Inlet Type Groove end projecting Area Fuli 3.1 ft'
K 0.0045a HDS 5 Char, 1
M 2.00000 HDS 5 Scale 3
C 0.0317a Equation Form 1
Y 0.69000
Project Engineer: Philip Bailey
nnIIled cum Philip Bailoy Engineering Cidver.Maste.r v5?.0 P0011;hj
06104/03 09:51:44 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 1 of 1

Hydraulic Design of Slope Drain
Riser Diameter- 1.5 ft
Riser Inflow- 1173.0
Barrel Diameter- 1.5 ft
Barrel Outfall Elev- 1119.4
Barrel Length- 236.0 ft
Barrel Kc- 0,0423
Barrel Ke- 1.00
Barrel Kb- 0.50
Water Weir Orifice Barrel
Elevation Control Control Control
(cfs) (cfs) (cfs)
1173.0 0 0.0 0
1173.1 0.0 2.7 29.4
1173.2 0.1 3.8 29.4
1173.3 0.2 4.7 29.5
1173.4 0.6 5.4 29.5
1173.5 1.1 6.0 29.5
1173.6 1.9 6.6 29.5
1173.7 3.1 7,1 29.6
1173.8 4.7 7.6 29.6 `
1173.9 6.7 8.1 29.6
1174.0 9.2 8.5 29.6
1174.1 12.3 8.9 29.7
1174.2 16.0 9.3 29.7
1174.3 20.5 9.7 29.7
1174.4 25.71 10.1 29.8
1174.5 31.8 10.4 29.8
Slopes drains on the Northwest Overburden Disposal Fiil will have 7110 of a foot head
buildup at the bench diversion drop inlet.
Slopes drains on the Eastern Overburden Disposal Berm will have 1.3 feet of head
buildup at the bench diversion drop inlet.
Once flow passes through the drop inlet, the downslope barrel will carry the flow from
10 bench diversions on the Northwest Overburden Disposal Fill and 3 bench diversions
on the Eastern Overburden Disposal Berm.

Lenoir Quarry-Vulcan Matcrials Co
Subject: Lenoir Quarry-Vulcan Materials Co
Date: Mon, 12 May 2003 09:31:30 -0400
From: Don Holebrooks<[e-mail]>
Organization: NC DENR - Asheville Regional Office
To: Judy Wehner<[e-mail]>
Judy,
Thanks for coming up to look at the Lenoir Quarry Thursday.
I have reviewed the plan and do not see any other problems then
those that we discussed on-site. These were:
1. How the abutments of the fill were going to be completed
and the abutment slope.
2. The question of the type of pipe under the fill.
3. The problem that Richard had concerning the drainage
channel on the North side of the embankment
4. Sediment control during the pipe installation and until
the sediment basins were installed.
5. The toe of the fill slope and whether a rip-rap buttress
would be provided.
6. Have a standard detail to show how intercepted water will
be collected on the abutments.
Items # 1, 2, 5, & 6 were resolved at the meeting but I am
still unclear about # 3 & 4. Most of the pipe placement will be
completed out of the existing stream channel. However, We, should
require Vulcan to install temporary sediment controls to work in those
section of "wet" stream channel. Those sections of pipe installation in
the existing channel should be planned to minimize time of disturbance.
Item # 3 concerning the channel on the north side of the fill
slope will probably need calculations to show the extreme radius in the
channel. This area is relatively flat and velocities should be non
erosive but we need a channel design.
Don Holebrooks - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Land Resources, Land Quality Section
59 Woodfin Place
Asheville, NC 28801
Tel: [phone]
Fax: [phone]
Don Holebrooks <Don.Holebrooks u,ncmai].net>
NC❑ENR-Asheville Regional Office T
Division of Land Resources,Land Quality Section
E of'2 5/12/2003 9;53 AM

5
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Duality Section
James D. Simons,P.G-,P-E. Michael F. Easley, Governor
Director and State geologist May 14 2003 William G. Ross Jr., Secretary
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr, Tim Knopf
Vulcan Construction Materials, L,P.
P.Q. Box 4239
Winston-Salem, North Carolina 27115-4239
Re: Lenoir Quarry
Mining Permit No. 14-01
Caldwell County
Catawba River Basin
Dear Mr, Knopf:
After conducting the field inspection and reviewing the modification request on May 8,
2003, the following information is needed to continue the processing of your modification
request:
1 . Please describe how the abutments of the eastern fill area will be tied into the
existing hillsides and what steps will be taken to prevent any seeps from
undermining the fill. Include construction details.
2. Provide the service life of the pipes your company intends to use. Correlate this
to the intended life of the fill areas.
3. Provide detailed construction sequences and details on how your company
intends to provide adequate erosion and sediment control during the installation
of both pipes. A detailed and phased construction sequence is needed for both
fill areas.
4. Provide a detail for the sump areas in the fill eastern fill area that will carry the
runoff to the basins
5. Design a channel to divert the fresh water runoff from the eastern side of the
eastern fill area and prevent the runoff from interfering with the fill area. Provide
supporting calculations and construction details. In addition, provide supporting
calculations for the channel on the western fill section.
1^012 Mail Service Center, Raleigh, North Carolina 27699-1612 •919-733-4574 f FAX: [phone]
512 North Salisbury Street. Raleigh,North Carolina, 27604
An Equal Opportunity 1 Affiima:ive Action EmFloyer—50`.•o Recycled 1 f 0%Posi Crnsumer Paper

r
' f
Certified Mail
Mr. Knopf
Page Two
6. - Provide a road profile for the access to both fill areas.
7, All sediment basins must be designed for 70% efficiency for a ten year twenty-
four hour storm event. Please provide proof the proposed basins meet this
criteria.
a. Provide proof you have applied for the necessary permits, approvals and/or
certifications from the USCQE and Division of Water Quality.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed.
In order to complete the processing of your application, please forward two {2] copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. if you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. if an extension of time is not granted, a decision will be
made to grant or deny the mining permit based upon the information currently in the
Department's files at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response; we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.

V
Certified Mail
Mr. Knopf
Page Three
Please contact me at [phone] if you have any questions.
j'ncerely,
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. Richard Phillips, P.E.
Mr. Phillip Bailey, P.E. —4134 Big Laurel Hwy., Bluefield, W VA 24701

U.S.Postal Service
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Fw:Address Info
0 0
Subject: Fw: Address Info
Date: Wed, 14 May 2003 14.57:28 -0400
From: "Philip" <[e-mail]>
To: "Judy Wehner" <J udy.W ehner@ncmai 1.nets
--Original Message---
From: Ph
To: Judy Wehner
Sent: Monday, May 12, 2003 6:17 AM
Subject: Address Info
Judy:
The following are my address, contact numbers and e-mail address:
Philip Bailey Engineering
4134 Big Laurel Highway
Bluefield, WV 24701
Phone 304.327,6006
Fax [phone]
E-mail -prbaileyefrontiernet.net
Attached is a photo of Fritz on the job back in the winter.
Sincerely
Philip Bailey
Flame: Fritz.jpg
FA Fritz.' r Type: JPEG Image Ornageljpeg)
Encoding: base64
1 of 1 5/14/2003 3:35 PM

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons,P.G., P.E. Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr,, Secretary
April 23, 2003
Certified Mail
Return Receipt Requested
Mr. Tim Knopf
Vulcan Construction Materials, LP
P.O. Box 4239
Winston-Salem, North Carolina 27115-4239
RE: Lenoir Quarry
Mining Permit No. 14-01
Caldwell County
Catawba River Basin
Dear Mr. Knopf:
We have reviewed the revised modification request your company submitted for the
above referenced mine site, However, in conjunction with the Asheville Regional Office, this
office has reservations about portions of your request and at a minimum the following
information is needed to continue processing your application:
1. More detail is needed on the eastern overburden fill area. Construction sequence of
the fill and pipe installation must be submitted. Adequately designed freshwater
diversions must be considered to keep off site drainage from interfering with the fill
area. A subsurface analysis by a qualified geotechnical engineer must be
completed on the fill area. The outlet for the pipes must include a designed energy
dissipator to prevent scouring.
2. More cross drains are required for the access to the eastern fill area.
3. Please provide proof you are applying.for the necessary permits/approvals from the
Division of Water Quality and US Army Corps of Engineers.
4. As we discussed, a field inspection of the modification areas is tentatively planned
for May S, 2003 to discuss the modification.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-;574I FAX: [phone]
512 North Salisbury Street,Raleigh,North Carolina, 27604
An Equal Opportunity l AftirrnMve ktion Employer—50%Recycled l 10%Posl Consumer Paper

CERTIFIED MAIL
Mr. Knopf
Page 2
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1512
As required by 15A NCAC 58.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted, a decision will be made
to grant or deny the mining permit based upon the information currently in the Department's
files at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely,
(61 r'4 ,
L
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. Richard Phillips, P.E.
Mr. Phillip Bailey , P.E. —4124 Big Laurel Hwy., Bluefield, WVa. 24701

(--)pcstui Service
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Certified Mail Provides:
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a A unique rIfler for your mailplece
A signature upon delivery
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Important f(mladom.'
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f NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
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PA rAn anm 9nn7 in..-i emsas.m_u.iia9

FROM EHNR ARC 04 . 21 . 2003 04 P. 1
I
1
MINING PERMIT APPLICATION REVIEW FORM
for
DiwsfoN of WA rER QUALITY
Project: V LEAc 11K ii ly-a County: I-L
"Duo Date for Comments Back to Land Quality Section: A �, 1`'►°
Will the operation, as proposed, violate standards of water quality? AZa-
Comments:
t
Watershed/Stream Name & Classification: f 401ael.' 6 'leeS s
YES No
NFDE5 permit required .
NPDES permit existing Z(Permit
IVC6 aoZf�
Nondischargo permit required
Nondischarge permit existing ,..._ (Permit# ) t�
Wetlands disturbed �
401 Wetland Cent. required
401 Wetland Cart. existing _ (Permit
Reviewed 1 a Date: .01,;Z
Print Name:
ior=
. I

�RDM EHHR ARO 04.21. 2003 09'44 P. 2
MINING PERMIT APPLICATION REVIEW FORM
for
DIWSION OF AIR QUALITY
Ptoject: ,�, -0 L-c-^r 1�r� ► C'�. Caunty:
-
*`Due Date for Comments Back to Land Quality Section:
a
Will the operation, as proposed, violate standards of air quality? a
Comments: `s
t1D.�� 1►�;�}
YES NO
Air permit required
Air permit existing ►� Permit X4�2 JF; _
Other Comments: .
5
i
Reviewed by aA D'te:
Print Name-!
vrivoo

A7LA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Michael F. EasleV, Governor William G. Ross Jr., Secretary
MEMORANDUMApril 09,2003 John N. Morris, Director
T4: Ms. Susan 13. Etlwards ic
Mining Program Secretary 1 �~ 4•r_-_ �1!,
Land Quality Section
FROIM: Blake Rouse
Water Allocation Section
Division of Water Resources
SUBJECT: Mining Permit Modification Request for:
Vulcan Construction Materials, L.P.
Lenoir Quarry - Permit No. 14-01
Caldwell County
Please find attac lie(I a copy of the mining permit ntodil'ication request for
the above reference(] project.
Lenoir Quarry located in Caldwell County shoultl not have art unduly
adverse effect oil groun(I water supplies.
Any water witIt(Irawal will be subject to North Carolina General Statute
143-215.22H; Regimrrttiott of VVater fVithdrawals and Trran.sfers Required. Arty
person who withdraws iit oric (lay 100,000 gallons (70 gpm) or more of surface
water or grouncl water in North Carolina is required to register the withdrawal
with the Division of Water Resources. A Centtral Coastal Plaint Calt~aeity Use
Area permit must be obtained From the Division of Water Resources if the
withdrawal exceeds 100,001) gallons per day and occurs in 13eaitfort,Carteret,
Craven, ❑ttplitt, E(lgecornbe, Greene.Jones, Lenoir, Martin, Qnslow, Pamlico,
Pitt, Washington, Wayne,or Wilson CotEnty.
If you have further questions please contact the Division of Water
Resources at [phone] or send correspondence to 1611 i1��IaII Service
Center, Raleigh NC 27699-16 1 1.
1611 Mail Service Center, Raleigh, North Carolina 27699-1611
Phone: [phone] FAX: [phone] Internet: www.ncwater.org
An Equal Opportunity\AMrrnative Action Employer-50%Recycied110%Post Consumer Paper

fall
NCDENR MAR �� ����
North Carolina Department of Environment and Natural Resources
Division of Land Resources ❑I"81ON OF
Land Quality Section WATER RACES
James D. Simons, P.G., P.E. Michael F. Easley, Govemor
Director and State Geologist March 20, 2003 William G. Ross Jr., Secretary
MEMORANDUM
TO: Mr. Nat Wilson
Hydrogeology(Troup
❑ivision of Water Resources
FROM: Susan B. Edwards a,_
Mining Program Secretary
Land Quality Section
SUBJEC'i': AINNTIONAL INFOItMATION - Mining Permit Modification lZequest for
Vulcan Construction Materials, L.P.
Lenoir Quarry - Permit No. 14-01
Caldwell County
Plcase find attached 6or your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of tills operation having an
unduly adverse effect out potable groundwater supplies (G.S. 74-51 (2)) or groundwater quality
(G.S. 74-51(3)). Please respond by April 11,2003 so that we may complete our review of this
request within our statutory time limits.
Any comments your agency can provide regarding potential effects on potable
groundwater supplies and groundwater quality will be appreciated. We would like to have any
recommendations you may provide for permit conditions, for reasonable protection of
groundwater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that they contact the
person submitting this request to set up a convenient date and time. Also, please send a copy of
your comments to the person noted in the application.
PLEASE 1tETURN AI.L APPLICATION MATERIALS AN I) MAPS WIT[I YOU It
REVIEW COMMENTS 'ro '['Ills OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wenner at
[phone] ifyou have any questiotzs.
IS131
Attachments
cc: ti,lr. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 I FAX: [phone]
512 North Salisbury Street,Raleigh,North Carolina,27604
An Equal Opportunity I Affirmative Action Employer—50%Recycled 1 10%Pose Consumer Paper

K� North Carolina Wildlife Resources Commission P
Charles R. Fullwuod, )executive I)irector
MEMORANDUM
'1'0: Susan 13. Edwards, Mining Program Secretary
Land Quality Section
FROM: Eton Linville, Regional Coordinator
Habitat Conservation Progrun APP ] � 200
DATE; April 11, 2003
SUBJECT': Mining Permit Modification Request, Vulcan Construction Materials
I..enoir Quarry, Permit No. 14-01, Caldwell County
'Phis correspondenct: responds to VOUr request for our review of the referenced
mine modification request. 'I'hese comments are provided in accordance with certain
provisions of the Mining Act of']971 (as amended, 1982, G.S. 74-46 through 74-68; 15
NCAC S) and the North Carolina General Statutes (G.S. 1 13-131 ct seq.).
The proposed plan includes developing two overburden disposal areas, Disposal
of overburden in the northwest Will toe out adjacent to Lower Crcck. No placernent of'
fill will occur in the floodway. 'I'lie castem overburden disposal area appears to be
located on a perennial streaan. The applicant indicates that they will obtain necessary
permits fir jurisdictional impacts prior to cncroachlYlCnt into the area.
Mr. Jack Mason, North Carolina Wildlife RCSOUrccs Commission wlldltic
biologist visited the site with Mr. Brad Allison on April 9. 2003. Based on our review of'
the application package and Mr. Mason's visit, the following;concerns and
recommendations should be evaluated prior to issuing a mining perinit modification:
Prior to permitting the eastern overburden disposal area, both US Army Corps
of Engineer and IBC Division of Water Quality permits/certifications should
be obtained by Vulcan Construction Materials for impacts to several Hundred
feet of stream channel. It appears that inipac:ts to this tributary may be
avoidable or require mitigation. if impacts are not avoidable, opportunities to
restore the stream channel within the mine site should be evaluated,
2. A wooded 200-300 loot buffer should be maintained along Lower Creek. In
addition, measures should be provided to protect and buffer the stnall sprint;
and creek near the northtivestern overburden disposal area.
3. -1 control measures should be installed where soil is disturbed
Stringent erosinE
and maintained until project completion.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center - Raleigh,NC 27699-1721
Telephone: [phone] ext.281 • Fax: [phone]

0 0
4. Disturbed areas should be revegetated with an annual rye and Korean
lespedcza mixture. Millet should be added for spring plantings. Native plant
species are preferred for mine site revegetation and reforestation whenever
possible.
5. During any new land clearing activities, woody debris (slash or large trees)
removed during development ofthe site should be placed along the outer
stockpilelcompost area construction limits in the form of brush piles and
downed logs to provide cover and nesting habitat for wildlife.
G. As overburden will be added in incremental phases, the final vegetation of the
approved overburden areas should include tree plantings as specified by a
wildlife biologist with the North Carolina Wildlife Resources Commission.
The following plant mixtures should be considered for various portions of the mining
operation for both soil stabilization and wildlife benefits:
Spring/Summer IV9ixture, May 1 -Sept. 15 Fall/Winter ilixture,Sept. 15-April 30
Browntop millet 20 lbsla Winter Wheat 120 lbsla
Korean lespedcza 20 lbsla Korean lespedcza 20 lbsla
Switeligrass* 5lb/a Switchgrass* 5lb/ac
Add to fall or spring plantings: `Tioga' Deertongue (Panicuni clandestinum) at a
rate of 7 lbs. Pure Live Seeds (PI-S) per acre.
* On slopes less than 3:1 use Switchgrass,slopes greater than 3:1 use Orchard Grass or Creeping
Red Fescue, Other native species may be appropriate depending on soil,slope,and region,
Add one of the following to the.shove mixture
Creeping Red Fescue 5 lbslacre
Ladino Clover** 5 lbslacre
Atlantic Coastal Panic Grass 5 lbslacre (PLS)
Alfalfa** 5 lbslacre (requires fertilizer containing Boron)
"* Lime& fertilize disturbed areas according to NRCS soil test results. Follow planting guidelines
as appropriate and necessary. Depending on elevation and region, other native species may be
appropriate.
A mixed native forest should be planted instead of a monoculture plantation
during; mine site reclamation to provide enhanced wildlife habitat diversity. 'frees and
shrubs (1 year bare root seedlings) should be planted randomly at a minimal rate of
100 trees per acre and at a minimal rate of 150 per acre around jurisdictional waters or
wetlands. The following native plant species should be considered for woody
vegetation as they will enhance habitat values:
Native Pinc* Red Cedar Black Gum American Holly Dogwood
Hickory Sumac Red Maple Oak (sp) Viburnum
Green Ash Ironwood Black Cherry Persimmon I3lack Walnut
Willow (sp) Locust (sp) Mulberry Native Plums (sp) Serviceberry

6 6
Other species may be utilized depending(in site requirements and availability. Pines" should not
exceed 15%of the reforestation. No more than 201K of the tree species should be of a single
species. An 80%success rate is acceptable over five years. A wildlife tree seedling pack is
available from the NC Forest Service.
We recommend that the mine operation consult with a professional North
Carolina Wildlife Resources Commission biologist to further discuss mine planting
schedules and reclamation activities. Wildlife biologist, Jack Mason can be reached at
8281396-5363. Additional planting suggestions and plant supply sources may be
obtained from Stewardship biologist, Elizabeth Hughes at 828/274-3646.
Thank you Im the opportunity to review and comment oil this project. If you
have any questions regarding these comments, please contact me at 3361769-9453.
Cc: John Dorney, NCDWQ
David Baker, USACDE

to
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. March '2Q 2003 Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
INIFMORANDUM
r
TO: Mr. Ron I.in%rille
Habitat Conservation Prowarii Coordinator
Wildlife Resources Commission rEo�t.�0 na
FROM: Susan 13. F,dwards
Mining Program Secretary
{
Land Quality StctiOn
��lt�E cad
SUBJI-Cl': Alll)ITIONAI, INFORMATION - Mining Permit Modification Request for
Vulcan Construction Materials, I_.P.
Lenoir Cluarry- Permit No_ '4-01
Caldwell County
Please find attached for your review a copy of additional information for the mining
permit application request for the above refcrenced project.
Please review this information and advise: as to the probability of this nneration having
unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-5t (2)). Please respoizd by
April 11,2003 see that we may complete our review of this request within our statutory time
limits.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects oil wildlife and freshwater
Fisheries would be greatly appreciated. if your staff wishes to perfortm a site inspection, it is
recommended that they contact the person submitting this request to set up it convenient date and
time. Also, please send a copy of your conitnents trr the person Anted in the application.
RI;Z'UIIN ALL APPLICATION MA'rFRIALS ANI) NIAPS WITH YOUR REVIEW
COINIiYI EN TS 'I'[) THIS OFFICE.
Your continued cooperation in the reviexv of these type requests is greatly appreciated.
Please contact Ms. .1udy Wehner at [phone] if you have any g ties(ions.
IS I31�
Attachments
cc: Mr. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina,27604
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled�10% Post Consumer Paper

y •.y-Y xti� `T`� {!-.��.S'„t,'��. , ;+. rJr: 7" .. . -— '' '�. { tiIF P 1 Sq r .{t f'� , 'Yr 'i= ,r" • -.1.
MINING CHECKLI5T FOR ROUTING
Applicant's Home: Project fume: (1VW
Vo
A lic./Permit No.: I-D1Count : Date Received:
pp �' t
]} 7.
Reviewer: River 5a5in Name:
u
7flew Renewal ►?<odification (in5de permit boundaries)
❑Modification (outside permit boundarie5) Transfer ❑ Release
❑Partial release additional Information ❑Fee Needed: $
❑Fee Received: $
i
17 .Gc"tt
C QU Regional Office, (2 complete copice: attacF the" e Tonal "
Qffice Mining Application Pe,riew Clieckiiot" to one copal artd attach x I L?WQ id AO
"Mining Application Keview Forrr" to the other copy; send both copies to t egiona ngineer)
Date: Rout,ec-2Q -finec'd
<V,sion of Water Resources Date: Kouted Rec'd
il&fe Resources Commi55ion C),qte-
El Routed Reed
U5 ir:lh &Wildlife Service Date: Routed Kecd }
(Only new applications and modification requests that add land to the permit)
Meg of tb- - �21i�atjon a ��y location rn�p5 ta: �, -�'
❑ Division of Parks & Recreation Date: Routed Rec'd
C NC Geological Survey Section Date: Routed Rec'd
(Only new applications anti modification requcrte that add land tc the permit)
❑ DiviSion of Archives & Hi5tGry Date: Routed Kec'd
(Only new applications) "
E Other: Datc: Routed P.ec'd
5uopen5e Date for Comments: 411105 (no later than 25 days
from receipt)
a5e note the following:
", Z&4A
1 1•
ft1 \.1 {' ...y' rr A • 1 -- .f 1 4 3 •-��b r..1l{:I i inl+Itl.r{�r FIB iYT'.��.il:
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NCDENR.
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. ,%larch 20. 2003 Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
ME-l"OGRANDUNI
'ro: Mr. Ron Linville
Habitat Conservation Program Coordinator
Wildlife Resources Commission
FROM: Susan B, Edwards
lg—
Mining Program Secretary
Land Quality Section
SUBJECT: ADDITIONAL INFORMATION - Mining Permit Modification Request for
Vulcan Construction Materials, L.P.
Lenoir Quarry- Permit No. 14-01
Caldwell County
Please find attached for your review a copy of additional information for the mining
permit application request for the above referenced project.
Please review this information and advise as to the probability of this operation having;
unduly adverse effect on wildlife and freshwater Fisheries (G.S. 74-51 (2)). Please respond by
April 11, 2003 so that we may complete our review of this request within our statutory time
limits.
As is the case in our review of all mining perrnit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on wildlife and freshwater
fisheries would be greatly appreciated. If your staff wishes to perform a site inspection. it is
recommended that they contact the person submitting; this request to set up a convenient date and
time. Also, please send a copy of your comments to the person noted in the application.
RETURN ALIT APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
CONIIM ENTS TO THIS OFFICE.
Your continued cooperation in the rcview of these type requests is greatly appreciated.
Please contact Ms. Jody Wehner at [phone] il'you have any questions.
IS131�
Attachments
cc: Mr. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 •919-733-4574 !FAX: [phone]
512 North Salisbury Slreel.Raleigh,North Carolina,27604
An E,ual Cpponunity 1 Affirmative Action Employer—50%Recycled l 10%Posi Consumer Paper

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Michael F. Easley, Governor
Director and State Geologist March 20, 2003 William G. Ross Jr., Secretary
MEMORANDUM
TO: ;tilr. Nat Wilson
Flydrogeology Group
Division of Water Resources
FROM: Susan B. Edwards��
Mining Program Secretary
Land Quality Section
SUB.l1:CT: ADDITIONAL INFORMATION - Mining Permit Modification Request for
Vulcan Construction Materials, L.P.
Lenoir Quarry - Permit No. 14-01
Caldwell County
Please find attached for your review a copy of the inining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having an
unduly adverse effect on potable groundwater supplies (G.S. 74-51 (2)) or groundwater qualivy
(G.S. 74-51{3)). Please respond by April 11, 2003 so that we may complete our review of this
request within our statutory time [units.
Any comments your agency can provide regarding potential effects on potable
groundwater supplies and groundwater quality will be appreciated. We would like to have any
recommendations you may provide for permit conditions, for reasonable protection of
ground"-ater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that they contact the
person submitting this request to set up a convenient date and time. Also, please send a copy of
your comments to the person noted in the application.
PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR
REVIEW COMMENTS TO TI-IIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
[phone] if you have any questions.
ISBE
Attachments
cc: &1r. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-45741 FAX: [phone]
512 North Salisbury Slreel,Raleigh,North Carolina, 27604
An Equal Opportunity 1 Affirmative Action Employer-50%Recycled 1 0'o Post Consumer Paper

UU118n
Materials Company
March 18, 2003
Mr. Judith A. Wehner
Assistant State Mining Specialist
North Carolina Department of Environment and Natural Resources "
Land Quality Section
1612 Mail Service Center
Raleigh,NC 27699-1612
Subject: Permit Modification
Permit Number 14-01
Lenoir Quarry
Caldwell County
Dear Ms. Wehner:
in response to your letter dated December 4, 2002, Vulcan has concluded that part of the previous
area shown for overburden storage is not within permitted area. Site Plan, Shect l of shows the
current permit boundary and active operational areas. Vulcan has redesigned the proposed
overburden storage in two areas within the permitted acreage. Enclosed please find six copies of
our revised application, Site Plan, and E& S design data regarding the revised modification.
The modification includes a proposed'14 acres ex—pans sio+of the current overburden storage area,
northeast of the active quarry area and another a10 acres overburden storage area east of the active
quarry area. Vulcan proposes to place future overburden-in these areas, excavated from the
currently permitted pit expansion areas east and south of the active quarry. The enclosed narrative
expands on the particulars of the project.
The required erosion and sediment control features for the expansion are also included on the Site
P[an.
Should you have any questions or require any additional information please contact me. Thank
you for your assistance in this matter.
Sincerely,
Tim Knopf [�
Environmental Engineer, Southern Region V !]
C: Brad Allison wlattachments 1 U`
Tim Upchurch '
MIDEAST DIVISION,VULCAN CONSTRUCTION MATERIALS,LP
P.O.BOX 4239 9 WINSTON-SALEM,NORTH CAROLINA 27115-4239•TELEPHONE [phone]

Vi. ii t
�p,Fl E
NORTH CAROLINA
MIMING PERMIT APPLICATIOIN
State of North carol i na
Department of Environment
And Natural Resources
Division of Land Resources
Land Quality Section
1612 mail service center
Raleigh , North Carolina 2 7699-1612
(919) 733 -4574
Revised 10/2000

s
NDRTII CAROLINA DEPARTMENT OF ENVIRONMENT �t
AND NATURAL RESOURCES _ r ,
LAND QUALITY SECTION
• 5 1
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
j -
1• Name of Mine Lenoir_Ouam County Caldwell
River Basin Catawba Latitude (dd.mm.ss) 35-55-02 Longitude (dd.nart.ss) 81-28-51
2. Name ofAppiicant*_ Vulcan Construction Materials, L.P. ,
3. Permanent address for receipt of official nail** P.0. Box 4239
Winston-Salem, North Carolina 27115
Telephone [phone]G00
4. Mine Officc Address 2008 Wilkesboro Road
Lenoir, North Carolina 28645 TcIcphone 828-754-3200
5. Mine Manager John Pcck
We hereby certify that all details contained in this Permit Application are true and correct to the hest of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
Signature _._ _ _ Date March 18, 2�03
Print Name M.L. Brannan,Jr.
Title Controller- Mideast Division & Assistant Secretary
* This will be the name that the nikftg permit will be issued to and the name that must be indicated on the
reclamation bond (security that corresponds to this site.
** The Ladd Quality Section must be notified of any changes in the permanent address or telephone numb-cr.
#** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must he addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
-1-

APPLICATION FOR A MINING PERMIT
■ NOTE: All of the following questions must be thoroughly answered with regards to your mining
operation for the intended life of the mine. All responses must be clearly conveyed on a corresponding,
detailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
Answer all of the following that apply:
1. a. If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the
permit (this is the acreage that the "new permit" fee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned: Acres
leased: Property owner if leased:
b. If this is an application for RENEWAL of a mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit: Mining Permit No.: Total
permitted acreage (this is the acreage that the "renewal" fee will be based upon):
c. If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit: Mining Perrrut
No.: 14-01 Total permitted acreage: 290
Does the modification involve acreage within the previously approved permitted boundary?
Yes X No . If yes, indicate the acreage to be covered by thus modification(this is the acreage
that the "major modification" fee will be based upon): 24
Does the modification involve acreage outside the previously approved permitted boundary?
Yes No X . If yes, indicate the additional acreage to be covered by this
modification: (NOTE: you must complete all of Section F. of this application form
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portion of this acreage be affected (disturbed,
ground cover removed) by the mining operation? Yes No (if no,a"minor
modification" fee of$50.00 is required, despite the "undisturbed" acreage to be added). If yes,
indicate the acreage to be affected within the acreage to be added to the permit (the total acreage to
be added to the permit is the acreage that the "major modification" fee will be based upon):
d. If this is an application for TRANSFER of a mining permit, indicate the mining permit number and
the total(overall) acreage covered by the existing permit: Mining; Permit No.:
Total permitted acreage:
■ SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO
BE PAID FOR THE REQUESTED PERMIT ACTIONS) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: Granite
3. Mining method: Hydraulic Dredge_Front-end Loader&Truck X Shovel &Truck X
❑ragline& Truck Self-loading Scraper Other(explain)
-2-

•
APPLICATION FOR A MININC PERMIT
4. a. Expected maximum depth of mine(feet) 600 t
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
Plant area Elevation 1175 msl
b. Expected average depth of mine (feet) Sap±
5. Has any area(s) at this site been mined in the past? Yes X No
If yes, when and by whom was this activity conducted? Before 1999 by Medusa Aggregates Company
and afterwards by Vulcan Construction Materials Company, L.P. _.
6, Number of years for which the permit is requested (10 years maximum): 1❑
13. MAPS
1. Clearly mark and label the location of your miiurig operation on six (6) copies of a 7.5 minute quadrangle
and a county highway map. These maps, in addition to six(6)copies ofall mine maps and reclarnation maps,
must be submitted with each permit application.
- 7.5 minute quadrangles may be obtained from:
N.C. Geological Survey
NCDENR
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh,North Carolina 27602
[phone]
-3-

APPLICATION FOR A MINING PERMIT
2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder,mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to he conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including casements and ri4hts-of-way.
b. Existing or proposed pernut boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants(processing plants may be described as to location and
distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on-site haul roads.
1. Location of planned and existing on-site buildings.
m. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year iloodplain limits and wetland boundaries.
o. Names of owners of record,both public and private,of all tracts of land that are adjoining the mining
permit boundary;ifan adjoining tract is owned or leased by the applicant or is owned by the lessor of
the mine tract,names of owners of record of tracts adjoining these tracts,that are within 1,000 feet of
the mining permit boundary, must be provided on the mine map.
p. Names of owners of record, both public and private, of all tracts of land that are ad'oining the mtining
permit boundary which lie directly across and are contiguous to any highway;creeC,stream, river,or
other watercourse;railroad track;or utility or other public right-of-way;if an adjoining tract is owned
or leased by the applicant or is owned by the lessor of the mine tract, names of owners of record of
tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must be
provided on the mine map(s). NOTE: "Highway"means a road that has four lanes of travel or less
and is not designated as an Interstate I-iighway.
q. Map legend:
1. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding names
7. Date prepared and revised
8. Name and title of person preparing map
Map scales should meet the following guidelines.
PERMITTED ACREAGE MAP SCALE
0-99 Acres I inch= 50 feet
100-499 Acres I inch= 100 feet
500+Acres 1 inch= 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
-4-

MAR
INTRODUCTION
Vulcan Construction Materials — Mideast Division (VCM) operates Lenoir Quarry, Permit
No. 14-04, located in Caldwell County, North Carolina. The Site is located just off of SR
18 northeast of Lenoir,
This mine permit revision provides a clear and concise description of the existing
conditions of the quarry and a detailed plan for the proposed improvements to the site.
The existing conditions include property and permit boundary details, current landuse,
floodplain analysis and wetland delineation. The proposed improvement to the site is to
expand the overburden storage capacity. This includes access to the overburden
disposal areas, drainage, sediment control and floodplain/wetland management_
EXISTING CONDITIONS
Property and Permit Bo_und_ary
The property owned by VCM at Lenoir Quarry `98 acres- Permit documents
state the permitted acreage is 290.0 acres, leaving-an area along the northern
property boundary outside of the permitted area. A recent property survey
reveals that the actual permitted acreage is only 287,1 acres as shown on Sheet
Number 1 of 3, "Existing Quarry Conditions."
Landuse
Within the 287.1 acre permitted area, VCM, is currently utilizing approximately 78
acres for quarry related activities. This includes 3 acres for settling 1 sediment
ponds, 25 acres for stockpiles 1 processing area 1 haul roads, 20 acres for
overburden storage and 30 acres for rnine excavation.
Flootlplain
Lower Creek flaws from north to south along the northwestern property f permit
boundary. The Federal Emergency Management Agency (FEMA) has prepared a
Flood Insurance Study (FiS) for Caldwell County, North Carolina that includes a
detailed analysis of Lower Creek.
FEMA's floodplain management balances the economic gain from floodplain
development against the resulting increase in flood hazard. One of their main
management tools is called the floodway. Under this concept, the 100 year
floodplain is divided into a floodway and floodway fringe. The floodway is the

channel of a stream, plus adjacent floodplain areas, that must be kept free of
encroachment so that the 100-year flood can be carried without substantial
increase in flood heights. Federal standards limit such increases to 1.0 foot,
provided hazardous velocities are not produced. The floodway fringes are the
portions of the floodplain that may be filled without increasing floodway heights
more than 1.0 foot. Sheet Number 1 of 3, shows the floodway and floodway
fringe for Lower Creek.
Wetlands and Streams
The quarry property has been investigated for the presence ❑f Waters of the U.S.
(wetlands and streams), The areas were delineated and surveyed and that
inventory has been submitted to the U.S. Army Corps of Engineers for their
approval. Necessary state and federal permits will be obtained prior to any
encroachment or disturbance in these areas.
PROPOSED OVERBURDEN STORAGE
The proposed plan includes developing two overburden disposal areas, the Northwest
Overburden Disposal Fill and the Eastern Overburden Disposal Berm. Detailed plans
for each area have been designed and are described below. Sheet Number 2 of 3,
"Proposed Permit Revisions," shows the proposed areas_
Northwest Overburden Disposal Fill
This proposed fill ties into the existing overburden storage area and expands to
the north. A proposed underdrain is planned in the draw just north of the existing
overburden storage area_ This underdrain is designed to eliminate the potential
for pore pressure buildup under the fill. As the fill expands northward again, it will
toe out adjacent to the Lower Creek floodway, without encroaching upon the
floodway.
Overburden will be placed in this fill area as per the plant view and cross sections
included with this revision request. Fill slopes are on 2:1 slopes with 16 feet wide
benches every 22 vertical feet. These benches provide slope stability for the fill
as well as provide a means to control smaller quantities of runoff. The benches
will be constructed to drain to one of the two slope drains or Conveyance
Channel No. 1, as shown in plan view. Ultimately, all runoff from this fill area will
pass through Pond No.4 prior to leaving the site.
As previously stated, the north and west portion of this fill toe out adjacent to the
floodway. A portion of Conveyance Channel No.1 and Pond No. 4 are within the
floodway, refer to Sheet Number 3 of 3, "Details", Section B-B'. Bath of these
structures are completely excavated with no berms or embankments that would
impede flow through the floodway. For this reason, it is permissible to build

these structures by excavation without fill placement within the floodway. The
material excavated to construct these two structures will be placed in the
overburden disposal fill. In fact, these structures will actually increase the
floodway storage capacity if flooding should occur.
Lower Creek in the area of this proposed fill only flows at 1.0 foot/second during
the 100 year-24 hour storm event. A velocity of 1.0 foot/sec does not require rip
rap lining and therefore, no rip rap is proposed along the toe of this fill.
Eastern Overburden Disposal Berm
The primary purpose of this disposal berm is to provide additional overburden
disposal capacity as the quarry expands eastward. Another benefit of this berm
is that it will provide screening along this section of the northeastern boundary.
Overburden will be placed in this fill area as per the plan view and cross sections
included with this revision request. Fill slopes are on 2:1 slopes with 20 feet wide
benches every 25 vertical feet. These benches provide slope stability for the fill
as well as provide a means to control smaller quantities of runoff. The benches
will be constructed to drain to the slope drains. Runoff from the north-facing
slope will flow through Pond No.1 and runoff from the south-facing slope will flow
through Pond No.2, Twin 60" pipes will be placed under the fill to allow upland
drainage to pass under the fill.
Access to this disposal berm requires the construction of a new haulroad. This
haulroad is designed to be 40 feet wide on a 10 percent grade. The road surface
is side sloped to direct runoff to the roadside ditch with a safety berm along the
side opposite the ditch. All runoff from the roadway will pass through either Pond
No.2 or No.3.
Erosion and Sediment Control
Both of the proposed fill areas have properly designed erosion and sediment control
structures so that flow from these areas will pass without erosion and be given sufficient
settling capacity. The structures provided for the Northwest Overburden Disposal Fill
are Pond No.4, Conveyance Channel No.1, slope drains and bench diversions. The
structures provided for the Eastern Overburden Disposal Berm & Haulroad are Ponds
No.1, No.2 & No.3, slope drains, bench diversions, twin 60" pipes, 24" haulroad pipe
and temporary silt fence.
Ponds No.1 through No.4 are designed to provide adequate sediment storage capacity
and pass the peak runoff from a 25 year-24 hour storm. Design computations for these
ponds are included in Appendix A. Drawing No 3 of 3, "Details", include a typical pond
construction detail.

f
r
Appendix B includes the design computations for Conveyance Channel No.1 (CC1) and
the diversion benches for both of the disposal areas. CC1 is designed to carry the peak
flow from a 25 year-24 hour storm without overtopping or eroding the channel lining.
The majority of CC1 is relatively flat and grass lined. The grade along the southern
portion of CC1 is steeper and the required lining is rip rap and grouted rip rap. The
diversion benches for each fill are designed based on the requirements for the bench
that passes the most flow. Since the benches for each hill area have the same
longitudinal slope the only variable parameter between each bench is flow. Therefore,
all the benches are designed the same as the bench with the most flow.
Appendix C includes the design computations for the slope drains, twin 60-inch pipes,
and 24-inch haulroad culverts.
Temporary silt fence will be utilized along the wetlands above and below the eastern
overburden disposal berm. The purpose of the silt fence is to prevent sediment-laden
water from entering the wetlands during the construction of Ponds No.1, No.2, No.3 and
the lower portion of the haulroad. Once vegetation is established from this initial
construction the silt fence will no longer be required. This silt fence will also serve as a
delineation marker to prevent physical intrusion of the wetlands during construction.

Pond No.1
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Draian a Area - 14.0 Acres
Disturbed Drainage Area - 4_0 Acres
Runoff Coeficient - 0.25
Time of Concentration - 10 M,n
2 Year 1 b Year 25 Year 5o Year
Rainfall Imensity inlhr - 3.4 4.8 5.4 6.1
Runoff V (cis - 99.9 78.8 78.9 27.4
Basin Characteristics
Basir 5 illwa
Top El - 1150.0 Crest Et - 1148.0
Top Dimensions - 80 x 140 Freeboard - 1 ft
Bottom El - 1144.0 Bottcrn Width - 10 ft
Bottom Dimensions - 55 x 110 Side Slo cs - 20 :1
Shape - Rectan ular Length - 20 ft
To2 Width - 10 ft
Downstream Slo e - 2 A
Upstream)Slope - 2 :1
Design Computations
Re uirec Storage Volume - 25,200 cu ft = 933 cu d = 0.58 ac-ft
Available Storage Volume - 27,906 cu ft Storage Avail >Storage R rd b - 1 1 %
Water Surface Area at Peak Flow s Ft - 8.383 r
02 = 162 %
Trapping Efficiency 010= 115 %
025= 102 %
1

Pond No.2
Lenoir Quarry
Eastern Overburden ❑ispasal Berm
Watershed Characteristics -11
Total Draian a Area- 23.0 Acres
Disturbed Dra na a Area- 7.0 Acres
Runoff Cceficient- 0.25
Time of Concentration- 1 C Min
2 Year 10 Year, 25 Year 50 Year
Rainfall Intensity in/hr - 3.4 4.8 5.4 6.1
Runoff V cfs - 19.6 27.6 31.1 35.7 di
Basin Characteristics
Basin Spillway Principal[
Top EI - 1184.0 Pipe Size - 18.0 in
Top Dimensions - 83 x 160 Invert Elev - 1181.0
Bottom El - 1176.0 Spillway Emergency
Bottom Dimensions - 55 x 128 Crest El - 1182.0
Shape - Rectari ular Freeboard - 1 f#
Top Width - '5 ft Bottom Width - 14 f#
Downstream Slope - 2 '1 Side Slopes - 2 .1
Upstream Slope- 2 :1 Len th - 20 R
Design Computations
Required Storage Volume- 41,400 cu ft = 1,533 cu yd = 0.95 ac-ft
Available Storage Volume - 44,925 cu ft Stcra e Avail > Storage R rd b - 9 %
Water Surface Area at Peak Rums fl - 11,751
Q2 = 138
Trapping Efficiency 010 = 98 %
025 = 87 %

Pond No.3
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Tota: Draian a Area - 5.0 Acres
Disturbed Drai.,ia a Area - "_0 Acres
Runoff Coeficient - 0.25
Time of Concentration - 10 M!n
2 Year 1 a Year 25 Year 50 Year
Rainfall Intensity inlhr - 3.4 4.8 5.4 6.1
Runoff 'Q' fcLs2 - 4.3 6.0 6.8 a.S
Basin Characteristics
Basin S illwa
Top El - 1215.0 Crest El - 1162.0
Top Dimensions - 40 x 100 Freeboard - 1 ft
Bottom E. - 1208.0 Bottorn Width - 5 ft
Bottom Dimensions - 12 x 72 Side 510 es - 2 7
Shape - Rectw uiar Length - 20 ft
Tap Width - 10 ft
Downstream Slope - 2 :1
Upstream Slope - 2 :1
Desict:n Computations -11
Required Storage volume - 9,000 cu ft = 333 cu vd = 0.21 ac-ft
Available Storage Valume- 9,520 cu ft Storage Avail 3 Storage R rd b - 6 %
Water S ir€ace Area at Peak Flow (sq ft - 2,944
Q2 = 159 %
Trapping Efficiency 010 = 113 %
025 = 100 %

Pond No.4
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics
Total Draian a Area - 39.0 Acres
Disturbed Draina a Area- 10.0 Acres
Runoff Coeficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year, 25 Year 50 Year
Rainfatl Intensity inlhr - 3.4 4.8 5.4 6.1
Runoff 'Q' cfs - 33.2 46.8 52.7 59.5
Basin Characteristics -71
Basin S illwa
Top El - 1120.0 Crest El - 1118.0
Top Dimensions- 150 x 150 Freeboard - 1 ft
Bottom El - 1113.0 Bottom Width - 25 ft
Bottom Dimensions - 122 x 122 Side Slopes- 20 :1
Shape- Square Length- 20 ft
Top Width- 15 ft
Downstream Slope- 2 :1
Upstream Slope- 2 :1
Design Computations
Re uired Storage Volume- 70,200 cu ft = 2,600 cu yd = 1.61 ac-ft
Available Storage Volume- 87,620 cu ft Storage Avail > Storage R rd b - 25 %
Water Surface Area at Peak Flow(sq ft - 20,164
❑2= 140 %
Trapping Efficiency Q10 = 99 %
❑25 = 88 %

Conveyance Channel No.1
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics
Total Drainage Area- 35 Acres
Disturbed Drainage Area - 7 Acres
Runoff Coefficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year, 25 Year
Rainfall Intensity inlhr - 3.4 4.8 1 5.4
Runoff 'Q' cfs - 29.8 1 42.0 47.3
Channel Characteristics
Depth - 3 ft
Bottom Width - 5 ft
Left Side Soo e- 2 :1
Right Side Slope - 2 :1
Channel Slope - 1 %
Design Computations 11
d (ft) A(sq ft) R (ft) n V(fps) V'R Q(cfs) Comments
Retardance Class'C' 1,60 13.12 1.08 0.042 3.7 4.0 49.0 V<VP &Q>Q25
Retardance Class 'D' i 1.55 i 12.56 1.05 0.038 4,1 4.3 50.9 ❑>Q25

Conveyance Channel No.1
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics 11
Total Drainage Area - 35 Acres
Dis'urbed Drainage Area- 7 Acres
Runoff Coefficient - 0.25
Time of Concentration - 10 Min
2 Year 10 Year 25 Year
Rainfall Intensity inlhr - 3A 4.8 5A
Runoff 'Q' cfs - 29.8 42.0 47.3
Channel Characteristics
Depth - 3 ft
Bottom Width - 5 ft
Left Side Slope - 2 :1
Right Side Slope - 2 :1
Channel Slope- 5 %
Design Computations
c (ft) A (sq ft) R (ft) n V(fps) V"R Q(Cf5) Comments
Retarcance Class 'C' 1.00 7.DO 0.74 0.C40 6.8 5.0 47.7 V>V & Q>Q25
Retardance C4ass 'D' 0.94 1 6.47 kO�-70 0.036 7.3 5A 47.3 V>Vp & 0>025
Lining Design 1.43 11.24 0.99 0.078 4.2 4.2 47.6 Q>Q25
Shear Stress- 4.46 lb/sq ft Use 12" Rip Rap

0
Conveyance Channel No.1
Lenoir Quarry
Northwest Overburden Disposal Fill
Watershed Characteristics 11
Total Drainage Area - 35 Acres
Disturbed Drainage Area - 7 Acres
Runoff Coefficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year 25 Year
Rainfall Intensity inlhr - 3.4 4.8 5.4
Runoff 'Q' cfs - 29.8 42.0 47.3
Channel Characteristics 11
Depth- 3 ft
Bottom Width - 5 ft
Left Side Slope- 2 :1
Right Side Slope- 2 :1
Channel Slope - 14 %
Design Computations 11
d (ft) A (sq ft) R (ft) n V (fps) V'R Q(cfs) Comments
Retardance Class 'C' 0.74 4.80 0.58 0.039 9.9 5.7 47.5 V>V & ❑>Q25
Retardance Class 'D' 0.72 4.64 0.56 0.037 10.3 5.8 47.7 V>Vp& 0>025
Lining Design 1.09 7.83 0.79 1 0.07$ 1 6.1 4.9 1 47.9 1 0>025
Shear Stress- 9.52 lb/sq ft Use Grouted 12" Rip Rae

Diversion Bench Design
Lenoir {quarry
Northwest Overburden Disposal Fill
Watershed Characteristics 11
Total Drainage Area - 2 Acres
Disturbed Drainage Area- 0.5 Acres
Runoff Coefficient - 0.25
Time of Concentration - 10 Min
2 Year 10 Year 25 Year
Rainfall Intensity inlhr - 3.4 4.8 5.4
Runoff 'Q' cfs - 1.7 2.4 2.7
Channel Characteristics
Depth - 2 ft
Bottom Width - 0 ft
Left Side Slope - 2 :1
Ri fit Side Slope- 8 A
Channel Slope- 2 %
Design Computations 11
d (ft) A(sq ft) R (ft) n V(fps) V"R Q(cfs) Comments
Retardance Class'C' 0.91 4.14 0.44 0.190 0.6 0.3 2.7 V<VP& Q>Q25
Retardance Class 'D' i 0.69 1 2.38 0.34 1 0.090 1 11 1 0.4 1 2.7 1 Q>025

Diversion Bench Design
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Tota� Drainage Area - 7 Acres
Disturbed Drainage Area - 2 Acres
Runoff Coefficient - 0.25
Time of Concentration - 10 Min
2 Year 10 Year, 25 Year
Rainfalllniensit inlhr - 3.4 4.3 5.4
Runoff 'Q' cf5 - &0 8.4 9.5
Channel Characteristics 11
Depth 3 ft
Bottom Width 0 ft
Left Side Slope - 2 :1
Right Side Slope - 7 :1
Channel Slope - 3 %
Design Computations 11
d(ft) A(sq ff) R (h) r. V (fps) V"R Q{cfs} Comments
Retardance Class 'C' 1.04 4.87 6.50 0.083 2.0 1.0 9.6 V>Vp & Q>Q25
Retardance Class 'D' 0.9 3.73 0.44 0.058 2.6 1.1 9.6 V>VP & 0>025
Lining Design C.91 3,73 C.44 0.058 2.6 1.1 9.6 1 0>025
Shear Stress- 1.70 IbIsq ft Use synthetic mat

Pipe Design Under Berm
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Drainage Area- 208 Acres
Disturbed Drainage Area - 0 Acres
Runoff Coefficient- 0.25
Time of Concentration - 10 Min
2 Year 10 Year, 25 Year 50 Year 100 Year
Rainfall Intensit in/hr - 3.4 4.8 5.4 TO 8.0
Runoff V cfs - 176.8 249.6 280.8 364.0 416.0
Pipe Diameter Row
Material (inches) (cfs) HW/❑ (Votes
Concrete/ 84 500 1.5 Use one 84" Pipe.
HDPE
Metal 84 500 1 1 Use one 84" Pipe.
Concrete/ 60 250 2.0 Use two 60" Pipes.
HDPE
Metal 60 250 2.4 Use two 60" Pipes.

Haulroad Culvert Design
Lenoir Quarry
Eastern Overburden Disposal Berm
Watershed Characteristics
Total Drainage Area - 5 Acres
❑isturbed ❑rains a Area - 2 Acres
Ruroff Coefficient - 0.25
Time of Concentration - 10 Min
2 Yea 10 Year 25 Year 50 Year 100 Yea
Rainfall Intensity (infhry - 3.4 4.8 5.4 7.0 8.0
Runoff 'Q'IELLLL 4.3 6.0 6.8 8.8 10.0
Pipe Diameter Flow
Material (inches) (cfs) HWID Notes
Concretel 24 11 0.9 Use one 84"Pipe.
HDPE
Metal 24 11 1.0 Use one 84"Pipe.
Concrete/ 18 11 1.5 Use two 60" Pipes.
HDPE
Metal is 11 1.7 Use two 60" Pipes.

r
Hydraulic Design of Slope Drain
Riser Diameter- 1.5 ft
Riser Inflow- 1173.0
Barrel Diameter- 1.5 ft
Barrel Outfall Elev- 1119.4
Barret Length - 236.0 ft
Barrel Kc- 0.0423
Barrel Ke- 1.00
Barrel Kb- 0,50
Water Weir Orifice Barrel
Elevation Control Control Control
(cfs) (cfs) (cfs)
1173.0 0 0.0 0
1173.1 0.0 2.7 29.4
1173.2 0.1 3.8 29.4
1173.3 0.2 4.7 29.5
1173.4 0.6 5.4 29.5
1173.5 1.1 6.0 29.5
1173.E 1.9 6.6 29.5
1173.7 3.1 7.1 29.6
1173,8 4,7 T6 29.6
1173.9 6.7 8.1 29.6
1174.0 9.2 8.5 29.6
1174.1 12.3 8.9 29.7
1174.2 16.0 9.3 29.7
1174.3 20.5 9.7 29.7
1174.4 25.71 lail 29.8
1174,5 31.81 1 0AI 29.8
Slopes drains on the Northwest Overburden Disposal Fill will have 7110 of a foot head
buildup at the bench diversion drop inlet.
Slopes drains on the Eastern Overburden Disposal Berm will have 1.3 feet of head
buildup at the bench diversion drop inlet.
Once flow passes through the drop inlet, the downslope barrel will carry the flow from
10 bench diversions on the Northwest Overburden Disposal Fill and 3 bench diversions
on the Eastern Overburden Disposal Berm.

North Carolina Department of Environment and Natural Resources
Division of Water Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
Memorandum
To: Susan B. Edwards
1 -, •_: .-•�.-- l �l` 1.l
Mining Program Secretary '1�'' }�� ;`t
Land Quality Section ti ' ,l JAN 29 2003 " 1
From: Daniel L. Jones, P.G., Flydrogcologist I �Jt�',�rY 4;i.t,Lital _ .._i
NC Dept. of Env. & Nat. Resources- Div, of Water Resources---New Bern Field Office, 2503-G Neuse Blvd., New Bern, NC 28562
252-672-4620(0), 252-617-9252(C), 252-672-4622(F),
dan i e 1.j ones C&nc mat[.net
Re: Mining Permit Modification Request for Vulcan Construction Materials,
LP Lenoir Quarry— Permit No. 14-01
Caldwell County
Date: 01/24/03
Based on the information contained in the permit modification request for the
above referenced site, I foresee no inimcdiate or obvious adverse effects to potable
groundwater supplies in the area of the Lenoir Quarry Site.
Any water withdrawal will be subject to North Carolina General Statute 143-
215.221-I; Registration of Water Withdrawals and Transfers Required. Any person who
withdraws in one day 100,000 gallons (70 gpm) or more of surface water or ground
water in North Carolina is required to register the withdrawal with the Division of Water
Resources. A Central Coastal Plain Capacity Use Area permit must be obtained from
the Division of Water Resources 1f the withdrawal exceeds 100,000 gallons per day and
occurs in Beaufort, Carteret, Craven, Duplin, Edgecombe, Greene, Jones, Lenoir,
Martin, Pamlico, Pitt, Onslow, Wayne, Wilson or Washington County.
If you need to contact Daniel L Jones, send correspondence to the address above,
call or email ustng contact info. given above.
If you have further questions please contact or send correspondence to the
Division of Water Resources at the address or telephone numbers listed below.
1611 Mail Service Center, Raleigh, North Carolina 27699-1611
Phone: [phone] FAX: [phone] Internet: www.ncwater.org
An Equal Opportunity 1 A Ffirmauve Action Employer—50%Recycled 1 10%Post Consumer Paper

NCDENR OCT 29 2002
North Carolina Department of Environment and Natural Resources
Division of Land Resources aM0N0FftTWRESWWE8
Land Quality Section
James D. Simons, P,G., P.E. —Michael F. Easley, Governor
Acting Director and State Geologist October 30, 2002 William G. Ross Jr., Secretary
MEMORANDUM
TO: Mr. Nat W i lson
Hydrogeology Group
Division of Water Resources
FROM: Susan B. Edwardsv
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification Request for Vulcan Construction Materials, LP
Lcno1r Quarry - Permit No. 14-01
Caldwell County
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having ail
unduly adverse effect oil potable groundwater supplies (G.S. 74-51 (2)) or groundwater quality
(G.S. 74-51(3)). PIease respond by November 22, 2002 so that we may complete our review of
this request within our statutory time limits.
Any comments your agency can provide regarding potential effects on potable
groundwater supplies and groundwater quality will be appreciated. We would like to have any
recommendations you may provide for permit conditions, for reasonable protection of
groundwater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that they contact the
person submitting this request to set tip a convenient date and time. Also, please send a copy of
your comments to the person noted in the application.
PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS WITH
YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Weiner at
[phone] if you have any questions.
/SBE
Attachments
cc: Mr. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 I FAX: [phone]
512 North Salisbury Sheet,Raleigh,North Carolina, 27604
An Eaual D000rtunity 1 Affirmative Action Ernolover—50%Recvcled 110%Post Consumer Parser

Ike 1_cnoir Qiiany k 14•01 Vulcan Via lcdals C:aldwcll 0 0
Subject: Re Lenoir(quarry P14-01 Vulcan Materials Caldwell Ca
Date: Wed, 1 I Dec 2002 11:15:33 -0500
From: Dan Holebrooks <Don,Holebrooksgremaii.net>
Organization. ,NC DENK - Asheville Regional Office
To: Judy Wehner<Judy.Wehnerfrncmail.net>
CC: Diehard Phillips<Richard.Phillips c ncmail.net>
Hey Judy,
This -s the email I said that would be sent re the Vulcan
Materials Lenoir Quarry 4 14-01 in Caldwell Co. I met with Brad Allison
on 12/10/02 to review the mine expansion. Listed below are some of the
questions that Y see pertaining to this plan.
1: The overall corcept appears to be ok but there is a concern
about the sequence of the benches. Hcw will the operation of the east
and west benches be Lied together to allow the terraces to be built
according•„to ,the,,overal.1-plan? Filling must be begin with the west side
start_ng first in order to bring bench elevation 1200' to where runoff
can be collected on the next 112251J terrace from the east side. one
bench can be constructed on tie east side to bring the elevation of
1225' to where, it will be collected by the west side terrace.
2 . Runoff is begic collected for over 1900' on some benches
before eventual discharge back into the quarry. This includes 1 right
angle Lurn and 1 alrnoSL 90 dec reel for each Lerrac:e. This arnourzt of
distance and extreme turns have, in the past, caused severe problems in
similar s,-tuations at other quarries.
3: Does Vulcan have to notify the adjacent property owners
(--ocated in the 2 parcels on the east side cf the proposed expansion
area) of this expansion. The view that these properties have could be
obs�ructed.
Don Holebrooks - Don_ neL
Nor'�:h Carolina Dept. of Environment and Natural Resourcen
Asheville Reg'_Ona' Office
Division of Land Resources, Land Quality section
59 Woodfin Place
Asheville, NC 28801
Tel: [phone]
eax: 828-251-6452
Don Holebrooks<t)on,Holebrooks(rl.lic>nail.nei>
1IL: DENR-Asheville Regional Office
I);vision ofLu-id Resources, Land Quality Section
1 or 2 1211 12002 1 1:24 AM

r AvL
A Ol
NCDENR-
North Carolina Department of Environment and Natural ResuuweS
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Mi-hzal F, Easley, Govemor
Director and State Geologist William G. Ross Jr., Secretary
December 4, 2002
Certified Mail
, Requested
Mr. Tim Knopf
Vulcan Construction Materials, L.P.
P.a. Box 4239
Winston-Salem, North Carolina 27115
RE: Lenoir Quarry
Mining Permit No, 14-01
Caldwell County
Catawba River Basin
Dear Mr. Knopf:
We have reviewed the modification request you submitted for the above referenced mine
site. However, the following information is needed to cohtinue processing your application:
It appears the permit boundary has expanded with this modification request. The last mine
map submitted with the transfer request (received by the Land Quality Section on February
8, 1999 and last revised June 30, 1998, sheet 2 of 3) shows property formerly owned by
Medusa Aggregates that has never been included in the permit boundary. This area
includes part of your proposed fill area. In order to add this area to the permit boundary
or include the entire property in the permit boundary, proper notification to the adjoining
landowners and the county manager must be must be completed.
Please be advised that our review cannot be completed until all of the items listed above
have been fully addressed.
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the fallowing address:
1512'Nlail Service Center, Raieign, Nortri Carolina 27699-1612 •919-73-�-45741 FAX; 919-73--2376
512 North Saiistury Street, Raleigh, North Carolina, 27644
An£q ual Opportunity 1 Affirmative Action Employer-50°I,PecyGec 1 1 3°I Post consumer Piper

ti
Certified Mail
Mr. Knopf
Page Two
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, N. C. 21 n99-1512
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days from
the date of your receipt of this letter to submit all of the requested information. If you are unable
to meet this deadline and wish to request additional time, you must submit information, in writing,
to the Director clearly indicating why the deadline can not be met and request that an extension
of time be granted. if an extension of time is not granted, a decision will be made to grant or deny
the mining permit based upcn the information currently in the Department's files at the end of the
180 day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as possible.
Your prompt response will help us to complete processing your application sooner.
Please contact me at (919) 7 33-4574 if you have any questions.
Sincerely,
'Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
CC' Mr. Richard Phillips, P.E,

„-U.S. Postal Service
..,jERTIFIED MAIL RECEIPT
(Dornestic Mail Only;No Insurarce Coverage Pmvided)
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Certified Mai! Provides:
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w A r9gord of delivery kepi by thu Pqstal Service for two ysars
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valuables,please consider Insured or Registered Mail.
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delivery.To obtain Return Receipt service,please complete and attach a Return
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fee.Endorse mailpiece Return Race pt Requested',To receive a fee waiver for
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■ For an additional fee, delivery may be restricted to the addressee or
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IMPORTANT:Save this receipt and present it when making na inquiry.
PS form 3800,Jury 1999(Reverse) 101595.99,M-2087

SENT BY: VULCAN CCN87;UCTICN MATER=AL84LP;9 1 306 744 2018; DEC -02 18:42; PAG2 ' 12
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• 4
9 North Carolina Wildlife Resources Commission 9
Charles R. Fullwoo<<,Executive Director
1V1F-MORANDUM
TO: Susan B. Fdwards, Mining Program Secretary
Land Quality Section
FROM: Ron l_invilie, Regional Coordinator NO JE-O
Habitat Conservation Programl V0 SDA lf : November 6.: 2002
SUBJECT: \Mining Permit ,NIodification Request for Vulcan COII.IA IU60l] l latcrials
(VCM), Lenoir Quarry, Permit No. 14-01, Caldwell C:txmty
This correspondence responds to your request for our review ofthe relcrenced
mine permit renewal. These comntcrits are provided in accordance with certain
provisions of the Mining Act of 1971 (as amended, 1982; G.S. 74-46 through 74-68; 15
NCAC 5) and the Nor[h Carolina GctientI Statutes (G.S. 1 ]i-131 ct se+).
VCNI is requesting modification of the existing permit. No significant
modifications or site expansions are indicated. Based on the information submitted, we
will not object to the modification. Existing revegetation and reclamation requirements
should continue in the modificd permit. Additionally, VCM should consult with a North
Carolina Wildlife Resources Commission wildlife biologist when planning and
implementing reclamation aetivltle4.
Thank you for the opporttuzity to reviewand coin on this project. ]fyou
ljave MIN' tluestions regarding these comments, please contact nic at 3361769-9453.
Cc: Tint Knoph, VCM
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh,NC 2 7699-1 72 1
Telephone: [phone] ext.281 • Fax: [phone]

0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Michael F. Easley, Governor
Acting Director and State Geologist October 30, 2002 William G. Ross Jr., Secretary
MEMORANDUM
TO: Mr, Ron Linville
Habitat Conservation Program Coordinator
WIMECc Resources Corriniissiolt
FROM: Susan B. Edwards 4t/
Mining Program Secretary
land Quality Section
SUBJECT: Mining Permit Modification Request for Vulcan Construction Materials, LP
Lenoir Quarry- Permit No. :4-01
Caldwell County
Please find attached for your review a copy of the mining permit rnodi fication request for
the above referenced project.
Please review this information and edvise as to the probability of this operation having
unduly adverse effect on wildlife and freshwater fisheries (CIS. 74-51 (2)). Please respond by
November 22, 2002 so that we may complete our review of this request within our statutory time
limits.
As Is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully revie%v all proposed erosion and sediment control
measures to ensure that they arc sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on wildlife and freshwater
fisheries would be greatly appreciated. if your staff wishes to perfonrt a site inspection, it is
recommended that they contact the person submitting this request to set up a convenient date and
time. Also, please send a copy of your comments to the person noted in the application.
RE'rURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
CON ME,NTS 'ro-rH1S OFFICE.
Your C0110111,icd cooperation in the rcvicw of these type requests is greatly appreciated.
Plcasc contact Ms. Judy Weisner tit (919) 7334574 ifyau have any questions.
1SBE
Attachments
cc: Mr. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 I FAX [phone]
512 North Salisbury Street. Raleigh, North Carolina,27604
An Eaual QaoDrtunity l Alflrrrative Aetion EmNuver—50%.Recvcled 1 10%Pusl Consumer Paver

MINING CHECr,,Ll5T FOF, ROUTING
Applicant's Name: V6 M Project Name AZ4�2
Applic./Fermit No.: 1ST County: I)at-C Deceived: 10/0�4y
Reviewer. River baoin Name: bA-
D New 11 Renewal Xodification ('moiJe permit boundaries)
0 ModificaVori (outside permit F-.Tra n of Cr 0 Ko Ica 5C
Y.
11 Partial Release DAcAtiorlai Information C, Fee Nceziced.-
rr)i tc cdtiCr, aj2j2ljGqtjL)LLVAC,
Raoloma' Office (2 cori'picte copier,: gttach the K I
Office Mining Application ?,cvic,,v -,o one copy IHJ IM.Och izzt he MVG a
"Minlre Application Review �orm" to the other CoFiC6 to the Kee0ionla n ol or C e r)
Date. F'out-C I
Diviolor of Water Re5ourcx5 Pat,-: KOUtdd "Reed
"XC Wildlife Re5ourCC5, Comr,miselon llate. Rolltm
0 U5 Fish & Wildlife 5crviGe, Date: Routed �-KCC,'Cl
(Orly new applicL atloric, and modifica> ion requests that add land to the permit)
3
r-icai5e-rouTe, fir5t,-�5 piame-o of loca ori-maP5 W;
0 Divisior of Forks & Recreation E)zltc- Routed RCC'd
Li NC Geological Survey Section Pate: Routed KCC'Cl
(Only mew mpplic;aVorc, and riodificqricm re(jLle5tF, that add land to the permit;
0 PME5iur of Archives & Hl5tor y Pate: Kouted Kec'tl
(Only rewapplicatior5)
D other: Pato: Routed RCC'd
**5uoporioe Date for Corrmelto: i (no later Char 25 Aqyo
from receipt}
"Ir lfleaoe note the following:
s-4

Arj A
NCDENR ,
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Duality Section
James D. Simons, P.G., P.E. Michael P. Easley, Govemcr
Acting Director and State Geologist October 30, 2002 William G. Ross Jr., Secretary
MEMORANDUM
TO: Mr. Ron Linville
Habitat Conservation Program Coordinator
Wildlife Resources Commission
FROyi: Susan B. Edwards 4�t//
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification Request for Vulcan Construction Materials, LP
Lenoir Quarry - Permit No. 14-01
Caldwell County
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)), Please respond by
November 22, 2002 so that we may complete our review of this request within our statutory time
limits.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment control
measures to ensure that they are sufficient to restrain erosion and off-site sedimentation.
However, any comments your agency can provide regarding effects on wildlife and freshwater
Fisheries would be greatly appreciated, If your staff wishes to perform a site inspection, it is
recommended that they contact the person submitting this request to set up a convenient date and
time. Also, please send a copy of your comments to the person noted in the application.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation in the review of these type requests is greatly appreciated.
Please contact Ms. Judy Wehner at [phone] if you have any questions.
/SBE
Attachments
cc: Mr. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574/FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina,27604
An Eaual 0000rtunity l Affirmative Action Emolover—50%Recycled 1 10%Post Consumer Pager

7
�'I LA
A7j
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Michael F. Easley,Governor
Acting Director and State Geologist October 30, 2002 William G. Ross Jr.,Secretary
MEMORANDUM
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Susan B. Edwards �p
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification Request for Vulcan Construction Materials, LP
Lenoir Quarry - Permit No. 14-01
Caldwell County
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having an
unduly adverse effect on potable groundwater supplies (G.S. 74-51 (2)) or groundwater quality
(G.S. 74-51(3)}. Please respond by November 22 2002 so that we may complete our review of
this request within our statutory time limits.
Any comments your agency can provide regarding potential effects on potable
groundwater supplies and groundwater quality will be appreciated. We would like to have any
recommendations you may provide for permit conditions, for reasonable protection of
groundwater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that they contact the
person submitting this request to set up a convenient date and time. Also, please send a copy of
your comments to the person noted in the application.
PLEASE RETURN ALL APPLICATION NIATERIALS AND MAPS WITH
YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
[phone] if you have any questions.
ISBE
Attachments
cc: Nfr. Richard Phillips
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 / FAX: [phone]
512 North Salisbury Street, Raleigh,North Carolina, 27604
An Eaual Qaoortunity 1 Affirmative Action Ernolover—50%Recycled 110%Post Consumer Paoer

UU11an
Materials Company
October 25, 2002
Mr. Tracy E. Davis
State Mining Specialist
North Carolina Department of Environment and Natural Resources
Land Quality Scution
1612 Mail Service Center
Raleigh. NC 27699-1 6 12 ;
Subject: Permit Modification L T �dQ2
Permit Number 14-01
Lenoir Quarry
Caldwell County
Dear Mr. Davis:
Enclosed please find six copies of our application, modification map, and E & S design data
regarding a modification for the ahovementioned operation. Also enclosed is a check in the
amount of$250.00 for payment of the processing fee.
The modification map includes the proposed`4 5-acres`expansian of the current'overburdW
tstorage area north of the active quarry area. Vulcan proposes to place additional overburden in z
ithis area, which is excavated from currently permitted pit expansion areas east and south of the
active quarry.The enclosed narrative expands on the particulars of the project.
The required erosion and sediment control features for the expansion are also included on the
modification map.
Should you have any questions or require any additional information please contact me. Thank
you for your assistancc in this matter.
Sincerely,
Tv;v,
Tim Knopf
Environmental Engineer, Southern Region
C:John Peck wiattachments
Yin Upchurch
Mike Poplin
MIDEAST DIVISION,VULCAN CONSTHUCT ON MATERIALS LP
P.Q.BOX 4230-WINSTON-SALEN, NORTH CAROLINA 27 1 1 5-423C,- TELEPHONE [phone]

PHYLLIS ❑f]LLVHIGH 4� _
VULCAN MATERIALS COMPAIIIY
PO BOX 4239 <:
4401 N. PATTERSON AV ' '
WINSTON SALEM NC 27115 =�0f"'2� .47
r.:.a
/df TO!ME
/ORpER(,y - - f�y � ��❑ ��
BANK OHE NOT VALID FOR:OVER $5,000.00
Cmit A GO_ }IVI OIS ROF70
POENTO
t

r,
6007.
1001 -
NORTH CAROLINA \�
MINING PERMIT APPLICATION
State of North Carolina
Department of Environment
And Natural Resources
Division of Land Resources
sand Quality section
1612 Mail Service Center
Raleigh , North Carolina 27699-1612
(919) 733-4574
Revised 10/2000

f
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QtJAL1TY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Lenoir Quarry County Caldwell
River Basin Catawba Latitude (dd.mm.ss) 35-56-02 Longitude (dd.mm.ss) 81-28-51
2. Name of Applicant* Vulcan Construction Materials, L.P.
3. Permanent address far receipt of oiTicial mail** P.O. Box 4239
Winston-Salem, North Carolina 27115
Telephone [phone]
4. Mine Office Address 2008 Wilkesboro Road
Lenoir North Carolina 28645 'Telephone [phone]
5. Mine Manager John Peck
We hereby certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fully Understand that any willful misrepresentation of facts will be cause for permit
revocation.
as ,***Signature_ Date October_2S-2002
Print Name R. G. McAbee
Title President- Mideast Division
* This will be the name that the mining permit will he issued to and the name that must be indicated on the
reclamation bond (security that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All q ucstions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
-1-

0 s
APPLICATION FOR A MINING PERMIT
■ NOTE: All of the following questions must he thoroughly answered with regards to your mining
operation for the intended life of the mine. All responses must he clearly conveyed on a corresponding,
detailed mine map.
A. GENERAL CIIARACTERISTICS OF THE MINE
Answer all of the following that apply:
1. a. If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the
permit (this is the acreage that the "new permit" fee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned: Acres
leased: Property owner if leased:
b. If this is an application for RENEWAL of mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit: Mining Permit No.: Total
permitted acreage (this is the acreage that the "renewal" fee will be based upon):
c. If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall)acreage covered by the existing permit: Mining Permit
No.: 14-01 Total permitted acreage: 290 06, NA
Does the modification involve acreage within the previously approved permitted boundary?
Yes X No . if ves, indicate the acreage to be covered by this modification (this is the acreage
that the "major modification" fee will be based upon): 15
I)oes the modification involve acreage outside the previously approved permitted boundary?
Yes No X . If yes.. indicate the additional acreage to be covered by this
modification: (NOTE: you must complete all of Section F. of this application form
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portion of this acreage be affected (disturbed,
ground cover removed) by the mining operation? ,Yes No (if no,a"minor
modification" fee of$50.00 is required, despite the "undisturbed" acreage to be added). if yes,
indicate the acreage to be affected within the acreage to be added to the permit(the total acreage to
be added to the permit is the acreage that the "major modification" fee will be based upon):
d. if this is an application for TRANSFER of a mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit: Mining Permit No.:
Total permitted acreage:
■ SEE THE FEE SCHEDULE AT TIIE END OF THIS FORM FOR TIIE PROPER FEE AMOUNT TO
BE PAH) FOR THE REQUESTED PERMIT ACTION(S)AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: Granite
3. Mining method: Hydraulic Dredge Front-end Loader& Truck X Shovel & Truck X
Dragline & Truck Self-loading Scraper Other(explain)
-2- �'

r
APPLICATION FOR A MINING PERMIT
4. a. Expected maximum depth of mine(feet) 600±
❑epth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
Plant area(Elevation 1175 msl)
b. Expected average depth of mine (feet) 300±
5. Has any area(s) at this site been mined in the past? Yes X No
If yes, when and by whom was this activity conducted? Before 1999 by Medusa Aggregates Company
and afterwards by Vulcan Construction Materials Company. L.P.
6. Number of years for which the permit is requested (10 years maximum): 10
B. MAPS
1. Clearly mark and label the location of your mining operation on six (6)copies of a 7.5 minute quadrangle
and a county highway map. These maps, in addition to six 6 copies of all mine maps and reclamation
maps, must be submitted with each permit application.
- 7.5 minute quadrangles may be obtained from-
N.C. Geological Survey
NCDENR
1612 Mail Service Center
Raleigh, North Carolina 27699-1 6 1 2
[phone]
- County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh,North Carolina 27602
[phone]
—3—

0
APPLICATION FOR A MINING PERMIT
2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding(approximate) acreage. As a reminder,mining permits can
only he issued for up to 10years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum:
a. 1'roperty lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights-of-way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants(processing plants may be described as to location and
distance from mine if sufficiently far removed),
i. Locations and names ol'all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on-site haul roads.
1. I..ocation of planned and existing on-site buildings.
m. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of I00-year floodplain limits and wetland boundaries.
o. Names of owners of record,both public and private,of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of
m the ine tract,names of o
owners of record oftracis adjoining these tracts,that are within 1.000 feet of
the mining permit boundary, must be provided on the mine map.
p. Names of owners of record,both public and private,of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway;creek,stream,river,or
other watercourse; railroad track; or utility or other public right-of-way; if an adjoining tract is
owned or leased by the applicant or is owned by the lessor of the mine tract, names of owners of
record of tracts adjoining these tracts,that are within 1,000 feet of the mining permit boundary,must
be provided on the mine map(s). Nam "Highway" means a road that has four lanes of travel or
less and is not designated as an Interstate Highway.
q. Map legend:
I. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
G. Symbols used and corresponding names
7. hate prepared and revised
S. Name and title of person preparing map
Map scales should meet the following guidelines:
1'ERMITTEI] ACREAGE MAP SCALE
0-99 Acres l inch= 50 feet
100-499 Acres l inch= 100 feet
500}Acres 1 inch=200 feet
(NOTE; Smaller scaled maps may be acceptable if they clearly illustrate the above items)
—4—

INTRODUCTION
Vulcan Construction Materials — Mideast Division (VCM) operates Lenoir Quarry, Permit
No. 14-01, located in Caldwell County, North Carolina. The Site is located just off SR
18 northeast of Lenoir.
This mine permit revision provides a plan to properly handle overburden that is
excavated in order to gain access to additional reserves. The plan contains a layout of
the fill where the overburden will be placed and the necessary erosion and sediment
control measures to adequately handle runoff.
WETLANDS AND STREAMS
The area has been surveyed for the presence of Waters of the U.S. (wetlands and
streams). That inventory has been submitted to the U.S. Army Corps of Engineers for
their approval. An intermittent channel is located in the area of this fill that has been
categorized as unimportant because of its lack of permanent aquatic life. Necessary
state and federal permits will be obtained before affecting this intermittent channel.
OVERBURDEN PLACEMENT
Overburden will be placed to the configuration as shown on the plans. The southern
portion of the fill area is already being used for overburden placement. This plan takes
advantage of the existing topography to the north to provide for much needed
overburden placement area.
An underdrain is designed to eliminate the potential for pore pressure buildup under the
fill. The underdrain will extend out below the toe of the fill. From the toe of the fill, the
slopes will be constructed at 2:1 with benches every 20 vertical feet. The effective
slope of the fill is 3:1. The benches will provide stability as well as a means to safely
convey runoff from the fill slopes.
Erosion and Sediment Control
Runoff from this fill will pass through Pond No.1, Pond No.2 or flow back into the quarry
pit. During the initial phases of the fill construction, Ponds No.1 and No.2 will control
their maximum area. As the fill placement progresses and the benches are constructed,
much of the runoff will be directed into the quarry pit. Ponds No.1 and No.2 are
designed for the configuration in which they will receive the most runoff.
The benches will act as conveyance channels to direct runoff from the fill slopes.
Design computations show that grass linings on these benches will adequately convey
runoff from a 25-year storm.
At the end of these grass-lined benches, riprap ditches are designed to safely convey
the runoff from the fill, down the slope to their discharge point. In some areas, these
riprap channels exceed a slope of 20% and will be grouted for stability.

Pond No.1
Lenoir Quarry - Overburden Disposal Area
Watershed Characteristics
Total Draian a Area- 14.0 Acres
Disturbed Draina a Area - 7.9 Acres
Runoff Coefcient - 0.50
Time of Concentration - 5 Min
2 Year 10 Year 25 Year
Rainfall Intensity[infhr - 1 4.5 6.0 7.0
Runoff Q` cfs - 31.5 42.0 g.Q
Basin Characteristics
Basin Spillwa
Top El- 1140.0 Crest El- 1138.0
Top Dimensions- 170 x 80 Freeboard- 1 ft
Bottom El- 1133.0 Bottom Width- 200
Bottom Dimensions- 142 x 52 Side Slopes- 3 :1
Shape- Rectangular Length- 20 ft
Top Width- 15 ft
Downstream Slope- 2 :1
Upstream Slope- 2 _1
Desiqn Computations
Required Storage Volume- 25,200 cu ft = 933 cu yd = 0.58 ac-fi
Available Storage Volume- 145.265 cu ft Storage Avail> Storage R rd b - 80 %
Water Surface Area at Peak Flow ft - 11,107
Q2 = 81 %
Trapping Efficiency ❑18 = 61 %
Q25 = 52 %

Pond No.2
Lenoir Quarry - Overburden Disposal Area
Watershed Characteristics
Total ❑raian a Area - 8.0 Acres
Disturbed Drainage Area - 2.5 Acres
Runoff C❑eficient- 0.50
Time of Concentration - 6 Min
2 Year 10 Year 25 Year
ERainfall Intensit infhr - 4.5 S.0 7.0
Runoff 'Q' cfs - 78.0 24.4 1 28.E
Basin Characteristics
Basin Spillway
Top El- 1185.0 Crest El- 1138.0
Top Dimensions- 200 x 60 Freeboard- 1 ft
Bottom El- 1178.0 Bottom Width- 12 ft
Bottom Dimensions- 172 x 32 Side Slopes- 3 :1
Shape- Rectangular Length- 20 ft
Top Width- 10 ft
Downstream Slope- 2 :1
Upstream Sla e- 2 :1
Design Computations
Required Storage Volume- 14.400 cu ft = 533 cu d = 0.33 ac-ft
Available Storage Volume- 38,050 cu ft FStorage Avail> Storage R rd by- 164 %
Water Surface Area at Peak Flow ft - 9,753
02 = 124 %
Trapping Efficiency 010 = 93 %
Q25 = 80 %

RipRap Channels
Lenoir Quarry - Overburden Disposal Area
Watershed Characteristics
Total Drainage Area- 1.3 Acres
Disturbed Drainage Area- 1.3 Acres
Runoff Coefficient- 0.50
Time of Concentration- 5 Min
2 Year 10 Year, 25 Year
Rainfall Intensity inMr) 4.5 6.0 7.0
Runoff V efs - 2.9 3.9 4.6
Channel Characteristics
Depth - 2 ft
Bottorn Width - 0 ft
Left Side Sto - 3 :1
Right Side Slope - 3 .1
Channel Slope - 20 %
Design Computations 11
d(ft) A(sq ft) R(ft) n V (fps) V*R ❑(cfs) Comments
Retardance Class'C' 064 1.23 1 030 0 079 3.9 1.2 4.7 V<Vp&0>025
Shear Stress - 7.99 b/sq ft 'Use Class 11 Fri Ra -Permissible shear Stress is 8 Ibls ft
"Note- Channels with a gradient steeper than 2D% must be grouted.

Bench Channels
Lenoir Quarry - Overburden Disposal Area
Watershed Characteristics
Total Drainage Area- 3 Acres
Disturbed Drainage Area- 3 Acres
Runoff Coefficient- 0.50
Time of Concentration- 5 Min
2 Year 10 Year,25 Year
Rainfall Intensity inlhr - 4.5 &0 7.0
Runoff V cfs - 6.8 9.0 10.5
Channel Characteristics
Depth - 2 ft
Bottom Width - 0 ft
Left Side Slope- 8 :1
Right Side Slope- 2 :1
Channel Slope- 2.5 %
De_siq_n_Computations
d W A (sq ft) R(ft) n V (fps) V*R aWS) Comments
Retardance Class 'C' 1.11 6.16 0.54 0.090 1.7 0.9 10.7 V<Vp& 0>025
Retardance Class `D' 1 0.94 1 4.42 1 0.46 1 0.058 1 2.4 1 1.1 1 10.6 1 ❑�*025

i
LL
1 �
LEGEND
E
I[OR IXONTA1. C'ON I'RC)i PCl[N I' zf
VERTICAL CONTROL POINT
3J
INDEX CC�1tiEi'(JL�R �1�135ti� � `- COL.
E
INTERMEDIATE CONTOUR 0
SPOT ELI:V,ITi(�E�r � 751 .6
f 11 WATER �
PAVED ROAD ... .......... �
fF!' DIRT ROAD
�.
. - BL1rI.D[NCs
LOCATED OBJECT �
PFNCE
I
/ TREES
f
' PIPE 7
f i
r'C}LE Ar
urvr7l-.Rr)rzAlry
. f •f _ rfr PROPO SCD CONTOURS
/ T / ..
- J LINED CHANNEL
PROPOSED R.IPRAP �
LINED CHANNEL -- �
25' UNEXC:AVATLII BUFFER
I OND #2 l
1 {
I
} f` L` �
77
41
---------------------------
D # f —
`f� J �
1
LLJ
•T
3 W
Q
d C5
PR SED UN ERDRAIN r-- � Q W d 0 �
CD E7 V O C17 L
0923
//�f __ I
cr-
d z 0
z _
p z ~ w
U) ❑
w 0
w w
100 200 300
-
SCALE 1"=1 no'
PLANT
SHEETQUARRY NUMBER
. -...
AREA TANKS f
F 1 OF 2
-D
1

4
1
I
Profile Along Embankment at Spillway
it
5S� Vegetated V—shaped Waterway with Stone Center Drain
TOP OF EMBANKMENT ELEV. ckne� EXIS'nNG GROUND N.C. E&5C PLANNING & DESIGN MANUAL (6.31)
- SPILLWAY CREST ELEV.I
I Z Z
Strvc uai Fill structual Fill 1 1, MIN d 1 MIN 11—
2' DEEP CUTOFF TRENCH +�+
LINED WITH FILTER FABRIC
r & FILLEp WITH ROCK
Close I Rip Rap EXTENDING ENTIRE LENGTH 18
4-12'°
OF DAM
� 00
- Filter Fabric
Section Throuc_h Embankment at Spillway Y____1_No.57 Stone
5' SPILLWAY CREST ELEV.
I Rip Rap
Gloss p fFINE GRAVEL (NCDOT #57 OR EOUIV.)
Min. /
4 EXISTING GROUND 0
l
2' DEEP CUTOFF T R ENCH Riprap Channels (6,31)
1:1 (TYp.) -� LINED WTH FILTER FABRIC
& FILLED WITH ROCK t- Clear the foundation area of trees, stumps, roots, loose rock, and other
I OFEXTENDING ENTIRE LENGTH
objectionable material.
OF ❑AAf
Rock Dam 2. Excavate the cross section to the lines and grades of the foundation of the
NCDOT TEMPORARY ROCK SEDIMENT CAM TYPE'A' liner os shown an the plans, Bring aver-excavated 4reas to grade by increasing
N"C. E&SC PLANNING Sr DESIGN MANUAL (6.63) the thickness of the liner or by backfilfing with moist soil compacted to the
density of the surrounding material.
Construction Specifications
3. Rock riprap linings, Practice 5.15. Riprop.
OPOSED FILL
i. Gear the areas under the embankment and strip of roots another objectionable
I I 1 L L material. Delay clearing the reservoir area until the dam 0 in place"
4. Place filters, beddings and foundation drains to line and grade in the manner
2_ Cover the foundation area including the abutments with extra-Strength filter fabric specified. Place filter and bedding materials immediately after slope preparation"
before backfilling with rock. If a cutoff trench is required, excavate at center line For synthetic 'filter fabrlCS, overlap the downstream edge by at least 12 inches
s - of dam, extending all the way up the earth obutments. Apply filter fabric under the with the upstream edge which is buried a minimum 12'• in a trench. See figure
rock fill embankment, from the upstream edge of the dam to the downstream edge
I [ ( fill 5.14z, page 5.146. Space anchor pins every 3 ft. along the overlap_ Spread
I �TI I y LJ of the apron, Overlap II material a minimum of 1 foal at all ]vials, wit#t the
Q n upstream strip Iatd over the downstream strip. granular materials in a uniform layer. When more than one gradation is required,
1200 / 0 0 spread the layers so there is minimal mixing. Filter material should consist of at
GROUND3. Construct the embankment with welt-graded rock and gravel to the size and least 3 inches of material on all sides ❑f the drain prpe. f
I dimensions shown on the drawings. It Is ►nportant that rock abutments be at least 4
2 feet higher than the spillway crest and of least 1 foot higher than the dam, oil the
way to the downstream toe, to prevent scour and erasion ok the abutments" �• Should Channel lining require grout, Sufficiently fill YQIdS I i
in rip rap with hydraulic cement arout censistinn of
I parr hydraulic cernent and 2 parts fine aggregate by
reservoir at the furthest area from the dam.
.­jU uV UIMFL„u inco ine oasis concrete .Inl g may _ substituted
f weight Febrifarm� c rA n a I,n
for grouted rip rap.
5. Construct the rook dam before the basin area is cieared to minimize sediment Held
'rcrn •crs ucfior of the basin- Stabilize immediately all areas disturbed during the F. Perform al! channel construction to keep brosipn and water pailutian to a
construction of the dam except the sediment pool (References: Surface minimum. Immediately upon completion of the channel, vegetate all disturbed
SEabili=anon). areas or otherwise protect them against soil erosion. Where channel construction
PR U P 0 S E D U N D E R D R A I N 6. Safety - Sediment basins should be considered dangerous because they attract will take longer than 30 d0}r5, stabilize Channels by reaches.
children• Steep side slopes should be avoided. Fences with woming signs may be ¢
needed if tre9passing is likely. All state and IBcat requirements must be followed. N
1000 1000
Maintenance
y
Maintenance as
Inspect channels at regular intervals as well as after major rains, and make repairs
Check sediment basins after each rainfall. Remove sediment and restore original
promptly. Give special attention to the outlet and inlet sections and other points where
volume when sediment accumulates to about acre-half the design volume. I
concentrated flow enters. Carefully check stability at road crossings and look for m
Check the structure for erosion, piping, and rack rep#ocement after each significvnt indications of piping• scour holes, or bank failures" Make repairs Immediately. Maintain o
rainstorm and repair immediately. Q
all vegetation adjacent to the channel in a healthy, vigorous condition to protect the area
UNDERDRA IN PROFILE Remove the structure and any unstable sediment immediately after the construction from erosion and scour during out-of-bank flow,
site has been permanently stabilized. Smooth the basin site to blend with the surrounding
area and stabilize. All water and sediment should be removed from the basin prior !o dam
removal. Sediment should be placed in designated disposal areas and not allowed to flow
into streams or drainage ways during structure removal,
Vegetated V—Ditch
i
N.C. E4SC PLANNING A DESIGN MANUAL (6"30)
1 Temporary Lining
4
f k 2 2 x %
x I I d x,mx
k
i
J
a ca
ai Grass-Lined Channel (6.30) off f f7 ��: i' N
1. Remove all trees, brush, stumps, and other objectionable material from the U U 0 <
r2' �r foundation area and dispose of properly. j
' 2. Excavate the channel and shape it to an even cross section as designed. M-~�- Vim'] ,
When staking, indicate a 0.2 feet over cut around the channel perlmeter for � O
j
------44 1 sifting and bulking, w C]
Z U Z
qq -3, Grade soli away from channel so that surface water may enter freely. Ca �
1`1 1 to ¢ LL I_ ¢ O W
d. Place temporary lining and apply lime, Fertilizer, and seed the channel and 0 � < CAI] � -j .
adjoining areas in accordance the vegetation plan.
Maintenance
During the establishment period, check grass-lined channels aittar every
rainfall. After grass is established, periodically check the channel; check it
J� /1 `I after eyery heavy+ rainfall event. Immediately make repairs. It is particularly
`••�0 ! impertont to check the channel q:tlet and all road crossings for bank stability
and cadence of piping or scour holes. Remove all significant sedmient
accumulations to maintain the designed carrying capacity. Keep the grass in
PROPOSED
/� �` FILL
I I f a healthy, vigorous tondition at all times, since it is the primary erosion
r r O S[ I L L protection for the Channel (Practice 6"11, Permanent Seeding). Z
J Q
cc
<
EXCAVATE
TRENCH y
FILTER CLOTH
j -_- R-_ OVERLAP MIN 18 yI. C
a - I' T Y' .- :",:` v AT TOP OF TRENCH < J
=,
;;•: •;^.
.. .. � _A y- sl�~�s:y..s•,��a,?.�r_v;.r ex'€.x'y!:-L
-ti.�; w �_- Na 57 CLEAN STONE
W Z
2'
ef_-":era,
Sys fi%r:vti:n,:r`X �.`' i' i
EXISTING GROUND = or=
8" PERFORATED PIPE
rn
(HDPE OF PVC) J
W W
l ❑ 0
1000 1000 I
J
;r I I
SCALE: 1"�1' <
0 + 00 2 + 00 4+ 00 � � L� �-'r 8 + 0 10 + 0 1 + 00 14 + 0 16 + 0
UNDERDRAIN DETAIL
I
SECTION A-A' TO B -B _'
SHEET NUMBER
200 - I0
SCALE-1 —1 0i0
I
i
- - _ _ .. .... .. .... _.�,... - - _. -. _. - _ -. �.. ... .. .. ..... - ------ - -

----------
L:
J7 0
cc,
11-16-2001 DATE OF PHOTOGRAPHY
LU
CUMFTERY CIM--TERY
'N� .........
J.
CEMETERY 7 LEGEND
KORIBINTAL C13NTRDI-1101-ff
VrATICALCONTROL PONT
X
FF
NL)ILX CONTOUR
SSW
!NTER M FIAA t V C'7ON LOUR
-------------
z
SPUT ELEVATION 751.6
Al WALTER
p I'AVE 1)ROAD
. .... .. .......
N DO . WE
DIRT ROAD
BUILDMI
LOCATED 011JECT
7
IINCE
m Fp-s
PIPE
Air
WETLANDS(&n-c yod)
WETLANDS[Non-SIfIcy-W)
YLOODWAY
h
FE-WEIWAY FRfN(jF,
———————————--
0
-ror2AGE
SE'DIMIL"'T PONDS -s
PROPERTY and PERMIT DATA
PROPERTY OWNED(Surveyed) 2987 Acres
QUARRY PERMIT BOUNDARY 287_I Acres
STOCKPILES
THE PERMIT DOCUMENTS SHOW i'tie PEwirrED ACREAGE TO BE
Z' 2900 ACRES- AFTER FIELD SURVEYING THE PROPERTY AND PERM�T
BOUNDARIES IT IS FOUND THAT THE PERMITTED ACREAGE IS 287- ACRfS.
SETTLING 0
3 PONIBS--
SIA�l
777 E VAT,
........ ell OC
Pl�OPCSFD MIN EXC LAND USE DATA
ON E PAN ION
TANKS MINE EXCAVATION
SETTLING 1 SEDIMENT PONDS 3 Acres
N 803000
...... STOCKPILES 1 PROCESSING
25 Acres
ARFA/HAULROADS
HA)JI-ROADS
092- OVFRBURDEN STORAGE 20 Acrrs.
927
M I,4F.rl xc,Lv A'rio N 30 Acres
PROPOSED MINE EXCAVATION EXPANSION
OVERBORDEN STORAGE
PR Ep A,
.—OPOSED �6'c!
MIN EXCjV4TlQtL 0 x 0�.j
PAN��roN E
>3000
4714 1,
Lo
aQ
w
LLI
w z
In < LLI LLJ
w -j
.........
<
0
0- z
Cr
C fr
kyy
c z Ir
< 0
Z) Z
a_
LU
TZ
z z
Z:) C/)
z
x
LU
ffl
U
0
U)
4
SHEET NUMBER
0 600 900
--------------------------------------------
ML
........... p
1 OF
SCALE I"Tp:r300'
............. ..................

------------------ -------------- ---------- -------- ------- ----------------------
..........
N 04
u� Li LJ LLJ DATE OF PHOTOGRAPHY- 11-16-2001
y 1117
...........
LEGEND
H aR lZi YN`I'f,I-C ONTA01 P01 NT
y V IFK I ICA L CONF ROL.MINT
INDI-N CONTOUR
INTERMMATE CONTOUR
SPOTEI-EVATION + 751.6 C
WATER
PAYED ROAD
E
--z DIRT ROAD .------------------
-:...................
131JUJANU
LOCA-M-1)OBJECT
YENCL
PIPE
4.
P
QUhRRYPFRM1TW)kTN1�ARY
-�-
�:LOODWAT FRINOE
-R17PO5I-1)LINnERDRAIN
----------------------------- -----------------
D1SPOs CON
NORTHWEST OVERBURDE
PROPOSEDGRATS
I.INE[)CjtAN! NEj-
DISPOSAL FILL
7T
WETLANT)S,(S---fit)
-LAT...........
..........
WEI NDS(Nori-Sunnedi
---—------
s
kt
B
POND NO.1
-7!
POND NOA
,\,00
O
0,oc, %
PROPOSED UNDERDRAIN
A
CONVEYANCE ------------- TEMPORARY
your 0 PJP RAP .....
'ANNEL NO.1 RIP RAP
SILT FENCE
18" SLOPE DRAIN . .....
EASTERN OVERBURDEN
-4,
DISPOSAL BERM
POND NO.2
NLI LLJ
<
V3 2
Cq In
SC
IL E0
f I
TWIN 60" PIPES C14 w cn
Lu
V)
TANKS (Metal, Concrete or HDPE)
--------------- LLJ 0
z
cii
-L Lu < w
A TEMPORARY SILT FENCE ix = 0 -,
0 a 0 0 V) rZ
7" - -------
HAULROAD
......... POND NO.3
TO EASTERN U)
C)92" < z
Q,92T OVERBURDEN
z 0
DISPOSAL
BERM
< LLJ
0
Ct
Er z
< 0 < LU
[L
Lij LU
U)
0
z IL
LLJ 0 0
0 cc
LLI
Q<
L) -T
cf)
SHEET NUMBER
0 200 400 600
NO
RTHWEST
20F3
SCALE 1"=200'
.............. .............. -- -----

1250 1250
c
1200 1200 E
PROP05ED NORTH WEE FJi OVERBURDEN DISPOSAL FILL
--------------- .
..----- .................... ......
... .......... --—---------------------- -------- ----------
---- -- ------- ------------------------- .......---- ------------ -- ----------------------
1150 ............. 1150
- -----------
EXIS7ING GROLJ14D
1100 11010
PROPOSED UNDERDRAIN
1050 SECTION UNDERDRAIN
1050
0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+ 50 4+00 4+50 5+00 5+50 6+00 6+50 7+OC 7 +- 50 8+00
ti
—----------- --------------- - ------------------- ---------------- -- -------—------------------ -------------------
-—-------- ----------- ........
LOWER CREEK FLOODWAY FRINGE
1250 1250 ...................... ------------------
7u)
SPILLWAY
z WIDTH MOTH BOTTOM m
aWIDTH
PROPOSED NO WEST BOTTOM DIMENSIONS
ci
OVERBURDEN DISPOSAL Ft z
1200 1200
FILL
LENGTH ----------
------------------------------------ -----------—-------
LOWER CREEK FLOODWAY
.... ....... -------
-----------------
--------------
1150 . . ......... 1150
—16- 4*
...........
PROPOSED POND NO.4
SPILLWAY DISCHARGE TO LAMER CREEK .........
LENGTH
L ----------- TOP DIVENSIOW
E)(ISTING GROUND
------------------------ ...............—-------------------
1100 sks 1100
SPILLWAY INVERT ELEV Illao BOTTOM OF POND ELEY 111360 FLOOD ELEY 112465 AS PUBLISHED IN IFEMA'S TOP
FLOOD INSURANCE STUDY FOR CALDWELL DOUNTY.NG EMBANKMENT
DATED AUGUST 3, 1998 WIDTH TOP Or EMBANKMENT ELEVATION
FLOOD VELOCITY l.t FEET/SEC -------------------—-----------
(MZhWU iR 7MENTS-�a a;A-0iiT- --- - - - -- !�ELWAY INV di�
SECTION B B' <
1050 1050 V)
<
+00 0+ 50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 m EO
I
as
Li LO
CJ
z 0
Lu Lli z
a U) LLL
0
1300 1300 1250 1250 1=
<
8 25
IIAULROAD TO EASTERN
OVERBURDEN DISPOSAL BERM
C[
D OVERBIJRDE PROPOSED 1250 xx
STORAGE BERM 1250 1200 1200 0
.: r
PROPOSED GVERaURDEN
401 STORAGE nLL W ELBOW
DROP INLET > <
LJ
a) 25, TEE FITTING 0-
Z C)
9(Y ELBOW PLACED ON FOR DROP
1200 ITS SIDE TO DISSIPATE FN9;WY INLET D
1200 3. 0 11150 AND DIRECT FLOW ALONG 1150 0
POIQ 1111-2 NO�2 CONVEYANCE CHANNEL NO.1 Lu
.. ...... -10 PROPOSED
50. SLOPE
DRAIN
w
--- .... ..... ------------------- --------
18" PIPE
... ...... . ...... ............
INVERT ELEV 1181.) 1150 1100 1100
EMERGENCY SPILLWAY
INVERT ELEV 11.82.0 TEE RTTIH C EXISTING GROUND
1150 EXISTING GROUND PRINCIPAL SPILLWAY RE FOR DROP
NLE
L)
1100 SECTION A - A' SLOPE DRAIN PROFILE
1100 1050 ---- 1050
0+00 0+50 1 +00 1 +50 2+ 00 2+50 3+ 00 3+50 4+ 00 4+50 5+ 00 5+50 6+00 6+50 7+00 7+ 50 8+00 0+ 00 0 +50 1 + 00 1 +50 2+00 2+50 3+ 00
SHEET NUMBER
30F3
.... ... ... ........ .... ..... .... ....

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1 -L
EXISTINd"
HOUSE
EX1STINC; 0
HOUSE EXISTING
HOUSE
j
1. t
EXISDNG SEDIMENT PGNa _
AM N
IIJNED -STREA#a! - -
}
MEDUSA AGGREGATES PROPERTY
v� c,
ROCK DAM
1 i 8' TOP WIDTH
l TOP EL = 1145-00t
1
¢" 0 o 0-0 0 0 3 D ' O BEGIN f :�:
❑ 0 U 0 ,0 ❑ 0 O.C? C3 MAINTAIN ,'};5 �NDIS:URBED BUFFFR c
4
D O Q ] C3 G C3 C ❑ O Q� WAI FROM CREEK OP OF BAND
0 2
co �-
0 r; ❑ c, + i 25' UNDISTURBED BUf FFR—
} G ❑ ❑ , FROM PROFERTY ' INE, ,
4 LJ 4' ❑ `� ' �- �OSEJERME�TEO BOI Tr�pARY Uir>�R5;C3 ►:AE18�'
G
4- - .� c? ❑ PROPERTY LINE;PRO tt+t R3
IN 01 I N Sill E
PRopill PERMI rTEI) 610 '
To
C ' 1�- ram F ,,INS N
L�iVERSION L � � �ENp �.8 �e SLOPE ���-,��� �- �� -- nn �-� g��l. �' � 7;9
' C7 0 O o ART ELEV = ��� '� SLOPE �� z� lJ �� P
�, ❑ END 5% SLOPE SLC3� � �-�`-•�� ��'�� .�� -� � � �- � � E I S TI N G
_ - - 1 � �' �. ter, -1 f� y�--� -.r•-� r .. 11 H USE _
IMPROVED SEDIMENT BASIN 1160
82' X 164' X 2'' DEEP 7184
4190 r
Y"RV 4JJELJ` �L� � I'7F "v
PRO
A.
r.
w _
-
230
T.
..
RES
myl - `J
1. 1 60 f `
94
l .� 1 20 r _
IN AREA WHERE WASTE 4VEREIRDEI�IS PLACED ADJACENT` TO HAULROAO, THE ~
+ . HAUL ROAD SHALL BE GRADEOTO MAINTAkN-,E IS_PNG $ERM �_ 13 ❑ i
POSITIVELY DRAIN RUNOI=F AW1' FROM
TO PREVEN , CLRAINAGE
THE WASTE OVERBURDEN FILL ,LOPE ACROSS WASTE OVERBURDEN.
EXISTINC �' ET AREA - �
f
x
MEDUSA AGGREGATES CO,
AI=FEC TED
LEGEND CATEGORY � PERMIT MODIFICATION
ACREAGE NOTE, REFER TO SHEET 2 FOR L.CDCAT'iON , ,s=-. ,• ; CALD1hER COUNTY - ICA CA.RDLINA
PROPERTY LINE UNDER ExIST1PlG PlrRlulT -a1 MAP AND DETAILS.
.., .
PROPOSED PERmtT OWNaARY WASTE OVERBURDEN AREA 2.5 ACRES �ij
��
�■■� I• a•� EJ(ISTfNG PERMIT OLJNDRRY , '. '.:N . MINING PERMIT N[?, 14- Crl 02/11/98
WASTE OVERBURDEN AREA BOUNDARY PERMIT M DIHCATION REQUEST � � GRAPHIC SCALE - � � € `k MEDUSA AGGREGATES COMPANY 3Ar �:�'
880 CORPORAPON DRIVE
a_Eera �.pv+c
-ten --ate DIVERSION DITCH t;,6 ACRES v4rH0 REMARKS j .�, - �__-------�_..
1ilIA57� avE�sU;al��ni ARi;,a � � _ DATE 'Y . :', _
7 - ..7fn —
,.. eIsx�r,c - 'Liri� �__� + S ADaED P CONTOURS x `' � - �_ -
sv yoo `` {p`y LEX1�dGTON, KY 40503 I ' a" 50
_hq
9 ACRES LKB PROPOSEDd3f -- - �-�__�---- _ - " '�, nwnvr- E
cclryi£W BUFFER AREA
{ - — rr.. i a ,
PROPOSED 9 If�E k; f I" t y r=' �.FC$ p
~~ --- - - EXIST1NG STREAM AND FLOW DIRECTION '�
26/98 �_KB ADDED CROSS SEC f-€ON �I :� , I r I �----- - ---
( IN FEET — - --