11-03_3_Redacted

FROM EHNR. GRO e4.27.1999 9`-T3 P. 1
DATI✓O ASSISTANT '1'-7 DATE
LOGO D IN
MINING CHECKLIST FOR ROUTING
Company Project Name
Permit No. {�, County Dane Received
Reviewer
Plea a make copies of check to indlude with Central office and
Fiell Office files and log in checkO.
* ❑ New ❑ Renewal Modification ❑ Transfer U Release
❑ Additional Information ❑ Pee Npaded
Z-'--Fee Rwe ived : Amount
1�
Plea#e route to:
l ti.i 1141[ 11 i I'Vk,
Field office Data Routed
❑ wildlife Resources Commission
* ❑ Archives and History
�ther: _--Q
Date Routed
Date Routed
Date Routed
8uspOrse Date for commentst (Date received +30 days,
not bn weekend)
1zPlease note the following:
+►,v_; Please make file and return Checkliat and file to Reviewer
Whit/ Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

10

FROM EHHR. PRO
di
04,27-1999 09:33
P. 2
MINE SITE ReViEW FORM
DWQ & DAQ COMMENTS
%IF . R
Mine; C A County: c a 8
Permit No.: v Due;
1.Water hod/5tre
2. Permits:
3.
< <.
Name and Classification:
ox
-10
coa %/uc4, rar — a
NPDES Permit Required
NPDES Permit Existing
I Nondisaherge Petmit Required
Nondischerge permit Existing
NOV Iseuod
Civil Penalty Assessed/
Injunction Rsquested
Wetlands Disturbed
401 Certificatidn Required
Air Permit Required
Air Permit Existing
NOV Issued
Civil Penalty Assessed/
Injunction Req�ested
WeII Permit Required
Well Permit Existing
Groundwater Contamination Problem
NOV Issued
Civil Psn4kity Asesassdl
Injunction Riquested
Comments:
Signed
iu
L
Date
***END***

(10 op

DATE TO ASSISTANT DATE TOUSAN
LOGGED IN
NUKING CHECKLIST FOR ROUTING
Company Al Project Name
,,)
Permit No. v .2 County �T�,% r"�,4e ) ,/_e - 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
❑ Additional Information ❑ Fee Needed
P
El
Fee Received: Amount I oo vCJ
Please route to:
Field Office
❑ Wildlife Resources Commission
Date Routed
Date Routed
* ❑ Archives and History Date Routed
Other: ( Date Routed
Suspense Date for Comments: (Date received +30 days,
not on weekend)
❑� Please note the following:
L_
*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

�1 N

LORIE CORDER
VULCAN MATERIALS COMPANY
PO BOX 4239
4401 N PATTERSON AVE
WINSTON SALEM SC 27115
Puy to the 4
order of
ELAN FINANCIAL SERVICES
Payable through Firstar Bank Milwaukee,N,A.
Milwaukee, Wisconsin
For i � -D�t) En1�C�
Commercial Card Check 166
Date 3k--Q
2 2l750
J�
Dollars [9
4715111000253016
r �
i

Uulian
Materials Company
MIKE POPLIN
SENIOR ENVIRONMENTAL ENGINEER
MIOEAST DIVISION
March 22, 1999
Ms. Judy Wehner
Assistant Mining Specialist
Land Quality Section
P. O. Box 27687
Raleigh, NC 27611
Re: Request for Modification
Permit No. 1 ] -03, Enka Quarry
Dear Ms. Wehner:
11
P O BOX 4239
WINSTON-SALEM, NORTH CAROLINA 271 15-4239
1ELEPHONE 336 767-4600
FAX 336 744-JO19
APR 0 5 1999 I �I
Find enclosed in triplicate our completed application and revised mine plans, and a check for the processing
fee of $100.00 regarding the above modification. It is my understand that Mr. Larry Barthelemy of
Ledford Engineering previously discussed this modification with you. As you suggested, we have also
reviewed and revised the affected acreages, and have included a "chart" in the application.
Because the proposal involves the extension of a 42-inch culvert, we will be contacting the Corps of
Engineers. Be assured that we will comply with all COE and DEQ 401 Certification requirements.
Should you have any questions or require additional information in the above, please give me a call.
Thanks for your assistance and attention to this request.
Sincerely,
�- ike Poplin
Environmental Engineer
cc: Larry Barthelemy w/o enclosures
Tab Boardley w/ enclosures
Chris Scott w/ enclosures
107 enka Nrmit modif 3-99

0 0

•
0
NORTH CAROLINA DEPARTNENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
(PLEASE PRINT OR TYPE)
1. Name of Mine Enka Quarry County Buncombe
2. Name of Applicant* Vulcan Materials Company
3. Permanent address for receipt of official mail** P.O. Box 4239
Winston-Salem, NC 27115
Telephone [phone]
4. Mine Office Address
Highway 19 & 23 South
5
Enka, NC 28728 Telephone
Mine Manager.
Tab Boardley
828-255-8561
We hereby certify that all details contained it this Permit Application are true and correct to the best
of our knowledge. We fully understand Lhat any willful misrepresentation of facts will be cause for
permit revocation.
4*"=Signature Date 3/19/99
Paint Name Lamar Brannon
Title Controller
•* The Land Quality Section must be notified of any changes in the permanent address or telephone number.
#** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of
receipt of a coaip application or, if a public hearing is held, wi 30 days following the hearing and the
filing of any supplemental information required by the Department. All questions must be addressed and all
required maps provided before this application can be considered complete. Attach additional sheets as
needed.

0 0

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 gnbq be clearly conveyed on a corresponding,
detailed mine map.
Answer &U 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 Ieased? Acres owned: Acres
leased: Property owner if ]eased:
b. If this is an application for R.LV WAL 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):
If this is an application for a MODLFICATIO to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit: Mining Permit
No.: 11- 3 Total permitted acreage: 272
Does the modification involve acreage within the previously approved permitted boundary?
Yesx 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): 2.3
Does the modification involve acreage gutside the previously approved permitted boundary?
Yes No—. If yes, indicate the additional acreage to be covered by this
modification: (NOTE: you must complete IU 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 "manor 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 TRAN5EER of a minim permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit: Mining Permit No.:
Total permitted acreage:
■ SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT
TO BE PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE
NOTED ABOVE
2. Indicate the approximate longitude ff� latitu,'-, in deg�s- minutes- seconds, of the inter of the mine
site: LONG=E (dd-mm-ss): -- -- Quadrangle:
LATITUDE (dd-mm-ss): i5 —fir U
3. Name of all materials mined:
Granite Gneiss
-2-

0 0

APPLICATION FOR A MaNING PERMU
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) 400 Reference elevation. 2 10 0
b. Expected average depth of mine (feet) 300
6. Has any area(s) at this site been mined in the past? Yes X No If no, proceed to Question 7.
a. Acreage of previously affected land(s) at present site that has not been reclaimed:
acres Cidentify all areas on your mine map{ i o r t a and since 19 7 0 b
b. When and by whom was this activity conducted. y
Vulcan Materials CoMpany
c. Acreage of previously affected land at resent site that has been reclaimed: acres
(identify all areas on your mine map(s).
d. When and by whom was this activity conducted? N.A.
e. Do you wish to exclude any areas noted in 6a or c from this permit application?
Yes No X . If yes, how much? acres (identify all areas on your mine map(s)).
7. Present (prt-mining) use of the land (estimate acreag0for each):
Cropland acres Pasture acres Forestry Fish/Wildlife acres
Recreation acres Other acres (Specify use: in in g
8. Proposed land use after mining and reclamation has been completed (estimate acreage for each):
Cropland acres Pasture acres Forestry acres FishlWildlife 168 acres
Recreation acres Other —=acres (Specify use: )
9. Number of years for which the permit is requested (10 years maximum): F xp i res 11/ 13/02
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, North Carolina 27602
[phone]
Clearly label and mark the location of your mining operation on the county highway maps.
-3-

di 0

,kPPLICATION FOR A 11DIIIG PERLMIT
A table./chart must be provided on the mine map that clearly lists the approximate acreage of
tailings/sediment porids, stockpiles, wastepiles, processing artzihaul roads, mine excavation and any other
major aspect of the reining operation that is proposed to be affected/disturbed during the life of the mzmmg
pemlit. A table/chart similar to the following w-iU be acceptable:
CATEGORY
AFFECTED ACREAGE
Taihngs/Sediment Ponds
24
Stockpiles
-� 5
Wastepiles
62
Processing Area/Haul Roads
27
Nfine Excavation 118
Other
iotck 6d�°
Na`�T'� IIti _kDDMON TO THE ABOVE, THE MAPS MUS 1 ALSO ;NCLu E .-�--+-Y SITE-
SPECCMC L.NTOR.NiATION TFLAT IS PROVIDED LN. THE .A— SI ERS TO THE FOLLOWD G
QUESTIONS IN THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED
QUESTIONS/ST?,TEti1 —N-TS THROUGHOUT THE FORM). THIS .kPPLICATION WILL NOT
BE CONSIDERED COiiIl'LETE WITHOUT ALL RF'T V.k.+'T =NtS BELNG ADEQUATELY
ADDRESSED ON THE NIDl iE MAPS.
-5-

0 •

Temporary Sediment Trapoesign 0 Page: / / /
Project: C/ j -/6 Z VUZ- c.g„�
M14 1-Ti11,4 L.S
Tccttporary Sediment Trap # �
Drainage Area = 1,,5 Ac.
Designer: G
Disturbed Area = / S Ac.
Volume ol'Sedinient Basin =(I 800) x 70CF
Runol'1' l;iow = 0�.4-) x Lam) x 7,z) = 4,32 CFS
Surface Area=(0.01) x �2 = ,v4-3Z Ac. or b SF
Date: /
Dimensions (L x W x D) = ZZ' ¢{.r3' Weir Lcngth
Temporary Sediment Trap # Z-
Drainage Area = _L,&_ Ac. Disturbed Area = (', Ac,
Volume of Sediment Basin =(I 800) x / 4- �V CI;
Runol'1'I Flow = Q om) x ((� `,) x (7z) = 3 CFS
Surface Area=(0.01) x 2 3 = , rZ 3 Ac. or 1003,6 SF
Dimensions (L x W x D) Weir Length = 4— ["I'
Temporary Sediment Trap #
Drainage Area = Ac. Disturbed Area = Ac.
Volume ol'Sediment Basin=(1800) x (__) _
Runoff F1okv = Q_=(_) x (�) x (,) = CFS
Surface Area =(0.0 I) x () = Ac, or SF
CF
Dimensions (L x W x D) = Weir Length = F'1'

op 40

LEDFORD 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]
Mr. Tracy Davis, PE
NCDENR
PO Box 27687
Raleigh, NC 27611-7687
Re; Permit Modification
Permit No. 11-3
Vulcan Materials Company
Enka Quarry
Enka, NC
Dear Mr. Davis,
On behalf of Vulcan Materials Company, please find enclosed the required documentation to
accompany their request to modify the referenced permit.
Basically Vulcan plans to add two (2) railroad spurs to their existing railroad line. In adding
these spurs, they also plan to extend an existing 42" pipe that is located under US 19/23 to
accommodate these new spurs.
The acreage to be modified on the existing permit is 2.3 acres. This amount needs to be added to
plant area and removed from stockpile area.
Please note that all current activities will continue within the existing permitted area.
No new notification forms for adjacent property owners are necessary for this modification since
this modification is adjacent to US 19/23.
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 map consists of two sheets. Many of the minimum map requirements
are not applicable or were included in the previous permit renewal package.
Attached please find a check in the amount of $100.00 to cover the processing fee

Tracy Davis, PE
November 9, 1998
Page 2
We appreciate your attention to this request for modification and kook forward to approval.
Should _you have any questions or need additional information please let us know.
Sincerelv,
Larry K. Barthelemy, IV, E.I.T.
Enclosures 3
Cc: Mr. Chris Scott, Vulcan Materials Company

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Page 6 of 12
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 the
= renewal of this mining permit and any approved revisions to
., it. Such areas include, but are not limited to, expansion
outside of the initial pit area, creek crossings, or
s expansion of overburden disposal areas.
i%
#Wundwater Protection
McuiiLoring wells shall be installed and monitored as deemed
Apprcpriate by the Department,
• ded S-lopeg aDd Eills
A, -'he angle for graded slopes and fills shall be no greater
-han the -angle which 'can be retained by vegetative cover or
ether adequate erosion control measure, structure, or
4-evice. in*any event, exposed slopes or any excavated
zhannels, the erosion of which may cause offsite damage
"ecause of siltation, shall be planted or otherwise provided
ith groundcover, devices or structures sufficient to
restrain such erosion.
It.
�rerburden cut slopes along the perimeter of any pit
expansion constructed after December 30, 1993 shall be
-aded to a minimum 2 horizontal to 1 vertical or flatter
id shall be stabilized within 60 days of completion.
=irthermore, a minimum ten (10) foot wide horizontal safety
tench shall be provided at the top of the rock and at the
toe of the overburden slope constructed after December 30,
_?93.
.7. ;I1li`ace Drainage
e
t,Ilr, 3;`ected land shall be graded so as to prevent collection of
boo' s cf water that are, or likely to become, noxious or foul.
s` No,•ess ~y structures such as drainage- ditches or conduits shall
ti ,,F,,-= tructed or installed when required to prevent such
c,<<Yi.iztons .
Y
Ttt� = ��rator shall provide to the Department a copy of the
of any seismic studies conducted at this facility. The
._ t^r shall make every reasonable effort to incorporate the
recommendations into the production blasting program.
c_'owing blasting conditions shall be observed by the
to prevent hazard to persons and adjacent property from
,ock or vibrations:
.0
4'

Page 7 of 12
A. In all blasting operations, except as hereinafter otherwise
provided, the maximum peak particle velocity of any
component of ground motion shall not exceed 1 inch per
second at the immediate location of any building outside of
the permitted area regularly occupied by human beings such
as dwelling house, church, school, public building, or
commercial or institutional building outside of the
permitted area. The operator'shall monitor each blast with
a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear
(DBL) as measured at the immediate location of any regularly
occupied building outside of the permitted area such as any
dwelling house, church, school, public building, or
commercial or institutional building.
C. The operator shall take all reasonable precautions to insure
that flyrock is not thrown beyond areas where the access is
temporarily or permanently guarded by the operator. Should
flyrock occur beyond the guarded area or the levels in Items
A and B above are exceeded, the operator shall report the
incident to the Department immediately and further use of
explosive at the site shall be immediately suspended until
the following actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation shall
be provided to the Department within 10 days of the
incident. Said report shall, at a minimum, document
the cause(s) of the incident along with technical and
management actions that will be taken to prevent
- -_ -- ----•— .----- further incidents: -- - - - -- -
The report shall meet with the approval of the Department
before blasting may resume at the site. Failure to take
corrective measures to prevent flyrock and repeated
instances of flyrock shall be considered a violation of this
permit.
D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and
delay of intervals; depth and size of holes; type and total
pounds of explosives; maximum pounds per delay interval;
amount of stemming and burden for each hole; and blast
location. Records shall be maintained at the permittee's
mine office and copies shall be provided to the Department
upon request.
i

10.
Page 8 of 12
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.
High Wgll Barrier
A physical barrier consisting of large boulders placed end -to -end
or fencing shall be maintained at_all-,tjmes around the perimeter
of.any highwall to prevent inadvertent public access. In
addition, a minimum ten (10) foot wide horizontal safety bench
shall be provided at the junction between the top of rock and the
toe of the overburden cut slope for all future pit expansion
areas subsequent to the July 27, 1992 modification.
Visual c e n
A. Existing vegetation shall be maintained between the mine and
public thoroughfares to screen the operation from the
public. Additional screening methods, such as constructing
earthen berms, shall be employed as deemed appropriate by
the Department.
B. Berms shall be constructed as indicated on the Phase I -
Erosion and Sedimentation Control Plan dated August 1992.
11. Plan Mo-dification
12.
The operator shall notify the Department in writing of the desire
to delete, modify or otherwise change any part of the mining,
reclamation, or erosion/sediment control plan contained in the
approved application for the renewal of this mining permit and
-_any approved -revisions -to it. -.-.-Approval to implement such -changes -
must be obtained from the Department prior to on -site
implementation of the revisions.
Refuse .Disposal.
A. No on -site disposal of refuse or other solid waste that are
generated outside of the mining permit area shall be allowed
within the boundaries of the mining permit area un es
.authorization to conduct.said disposal has first been
obtained from both the Division of Solid Waste Management
and the Land Quality Section, Department of Environment,
Health and Natural Resources. The method of disposal shall
be consistent with the approved reclamation plan.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G„ P.E.
Director and State Geologist
November 30, 1995
Mr. Oakley Lunsford
P.O. Box 994
Enka, North Carolina 27115
RE: Blasting Complaint
Enka Quarry
Permit No. 11-03
Buncombe County
Dear Mr. Lunsford:
Our office has completed
Company's shot records related
9, 1995 blasts at their Enka
Materials Company was within
mining permit.
ATIFAA,
®EHNf
its review of the Vulcan Materials
to the October 3, 1995 to November
Quarry. It was found that Vulcan
the blasting requirements of their
All peak particle velocities, a measurement of ground
vibration with units in .inches per second (ips), were well below
the maximum allowable limit of 1.0 ips specified in Vulcan
Materials Company's mining permit. More specifically, all recorded
values were at or below 42 percent of the maximum limit of 1.0 ips.
According to -extensive research by the U.S. Bureau of Manes and
others, particle velocities below 0.5 ips effectively eliminate the
possibility of any structural damage.
All airblast readings, a measurement of the atmospheric -
pressure wave (overpressure) with units in psi or dBL, were below
the maximum allowable limit of 128 dBL specified in Vulcan
Materials Company's mining permit and well below the U. S. Bureau
of Mine's recognized level of 164 dBL for prevention of glass
breakage. A key point worth noting is that glass breakage occurs
at much lower levels of overpressure than structural damage, such
as cracking plaster.
Geological Survey Section
[phone]
FAX: [phone]
Land Quality Section
[phone]
FAX: [phone]
1.
Geodetic Survey Section
[phone]
FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer SO% recycled/ 10% post -consumer paper

Page Two
Mr'. Oakley
Thank you for your interest and patience in this matter.
Hopefully we have answered your concerns adequately. If you should
have any additional questions or concerns please advise at (919)
73f3-4574.
Sincerely,
1'�� � llut�
Judith A. Wehner
Assistant State Mining Specialist.
Land Quality Section
51:1
cc�: Mr. Richard Phillips,, P.E.

State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Land resources
James B. Hunt, Jr., Governor [D C"
Jonathan B. Howes, Secretary C
Charles Gardner, P.G., P.E.
Director and State Geologist
November 30, 1995
Ms. Vicki Jones
Vulcan Materials Company
P.O. Box 4239
Winston-Salem, North Carolina 27115-4239
RE: Blasting Complaint
Enka Quarry
Permit No. 11-03
Buncombe County
Dear Ms. Jones:
The review has been completed on the shot records you
submitted for the October 3, 1995 through November 9, 1995 blasts
at the Enka Quarry. Your company has been found to be in
compliance with the blasting requirements of your mining permit.
I have already notified the complainant, Mr. Oakley Lunsford, of
our findings.
Thank you for your continued cooperation.
_Sincerely,
9Udith A. Wehner
Assistant State Mining Specialist
Land Quality Section
JW
cc: Mr. Richard Phillips, P.E.
Geological Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

RUM IWO,
it
J

I

0 0
LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
(*= Denotes fields ~there input data is needed)
Permit Number: -> 11-03
Permitte : VMC
Nine Hue: Enka Quarry
Blast Reportl: 75 Date of Blast: 10/03/95 Tine of Blast 13:01:35
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): D+ = 950
W = Maximum pounds of explosive per delay (pounds): W* = 398
SD = Scaled Distance : SD = D/W"0.5 SD = 47.62
V = Peak Particle Velocity (inches per second): V=160 (SD)"-1.6 V _--0.33
(faax. licit in aining permit is: v = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be setiaated at the second location as follows:
V = Particle velocity measured by seismograph (ips): Vt = D.22
DS = Distance fron blast to seismograph (ft) DSO = 950
d = Distance from blast to second location (ft): d+ = M
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
PPV = V(DS/d)"1.5 PPV = 0.2200,
Airblast (Overpressure) Check:
P = Unconfined Airblast/overpressure (psi) P = 82 (D/W,10.33)"-1.2 P = 0.234476
To convert (psi) to {dbl): (P/2.9 x MI-9)log x 20 P = 158.15
AB = Confined Airblast/Overpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation AB =
(*max. limit in mining permit is: AB = DBL)
123:15_'
it 9�

0 0
Explosives Coluan Check:
(this is a very approximate aethod based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; must condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assuaptions: If 'straight' eaulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos. Ilk = 5180
Total pounds of Explos. 12 (use 10.1' here if only have one explos. )* = 9000.0
Ratio between explosives = 0.58
Average pounds of explosives used per hole (pounds)t = 386
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = •284.66
Explosive 12 = 670.66
SPD = Specific densities for each explosive: SPD for Explos. 11* = 0.850
SPD for Explos, 12 (use 10.1' here if only have one explosive.)*
HD = Hole Diameter Used in Shot (inches): RD* � 5
12 = Loading Density (pounds per foot of column): LD = SPD(.34)(%) 2
LD for Explos. 11 = 7.225000D
ID for Explos. 12 = 10.6250000
Explosive column height for each explosive (feet): Explos. 11 =
Explos. 12 = 63.12060
Total Explos. column height = 23.72
stenning height used in shot (feet)+ = 13
Total height of explosive coluan(s) and stemaing in the hole = 36.72
Total depth of hole denoted on the blasting report for the shot in question* = 51
Analysis Conpleted By: Date: J }

0
LAN(l QUALITY SECTION BLASTING ANALYSIS WORRSEM
(t= Denotes fields where input data is needed)
Permit Number: -> 11-03
Peraitte : VHC
Hine Nane: Enka quarry
Blast Report#: 76 Date of Blast: 10/09/95 Tine of Blast 13:03:00
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): ➢t = 1300
W = Kaxim pounds of explosive per delay (pounds): at 1 534
SD = Scaled Distance : SD = D/WAO.5 SD = 56.26
V = Peak Particle Velocity (inches per second): V=160 (SD)1-1.6 V =
(*max. limit in mining permit is: V = 1.0 ips)
0.25'
Based on known distances froa the blast to the seisWaph and any additional locatien,
the expected vibration level can be setimated at the second location as follows:
V = Particle velocity measured by seismograph (ips): Vt = 0.13
DS = Distance from blast to seismograph (ft) DSt = 1300
d = Distance from blast to second location (ft): dt = 1300
PPV = 1teareticai peak particle velocity at the closet affsite occupied structure (ips):
PPV = V(➢S/d)11.5 PPV = 0.1300
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi) P = 82 (D/W10,33)"-l.2 P = 0,180796
To Convert (psi) to (dbl): (P/2.9 x 101-9)log x 20 P = 155,9C
AB = Confined Airblast/Overpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation
(tnax. limit in aiming permit is: AB = DBL)
AB = 120.90_
j(I.D

Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities nay vary greatly depending upon the type and eanufactarer
of the explosive products used in the shot; gust condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions: If 'straight' emulsion is used, use SPD (specific density) = 1.20
(per Ireco) if a 'blend/slurry' is used, use SPD (specific density) = 1,25
If 'straight' anfo is used, use SPD (specific density) = M5
Ratio between explosives: Total pounds of Explos. fit = 16480
Total pounds of Explos. 12 (use 10.1' here if only have one explos,)t = 3600.0
Ratio between explosives = 4.58
Average pounds of explosives used per hole (pounds)* = 53D
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 414.22
Explosive 12 = 115.78
SPD = Spedfic densities for each explosive: SPD for Explos. fit = 0.650
SPD for Explos. 12 (use 10,1' here if only have one explosive.)* = 1.250
HD = Hale Diameter Used in Shot (inches): HD* =
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)^2
LD for Explos. 11 = 7.2250000
LD for Explos. 12 = 10.6250000
Explosive column height for each explosive (feet): Uplcs. fl = 57.33194
Explos. 12 = 10.83661
Total Explos. column height = 68.23
Stemming height used in shot (feet)t = 12
Total height of explosive column(s) and stemaing in the hale = 80,23
Total depth of hole denoted on the blasting report for the shot in question* = 54
Analysis Completed By Date: ! a�

i
LAND QUALITY SECTION BLASTING ANALYSIS WORkSNEET
(t= Denotes fields where input data is needed)
Permit Number: -> 11-03
Permitte : VNC
Nine Name: Enka Quarry
Blast Reportf: 77 Date of Blast: 10/12/95 Time of Blast 16:05:57
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): Dt = 1400
W = Maximum pods of explosive per delay (pounds): Nt = 559
SD = Scaled Distance : SD = D/W^0,5 SD = 59.21
V = Peak Particle Velocity (inches per second): V=160 (SD}^-1.6 V =
('max. limit in mining permit is: v = 1.0 ips)
0.23'
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be setimated at the second location as follows:
V = Particle velocity measured by seismograph (ips): Vt = 0.20
DS = Distance from blast to seismograph (ft) DS' = 1400
d = Distance from blast to second location (ft): dt = 1400
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
PPV = V(DS/d)"1.5 PPV = 0.2000:
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi) P = 82 (D/W^0.33)11-1.2 P = 0.168436
To convert (psi) to (dbl): (P/2.9 x 10"-9)log x 20 P = 155.28
AB = Confined Airblast/Overpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation
('max. limit in mining permit is: AB = DBL)
41
AB = 120.28-
jjq.D

•
Explosives Coluan Check;
(this is a very approximate method based upon numerous assumptions;
specific densities nay vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; gust condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions: If 'straight' emulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos. ll* = 11740
Total pounds of Explos. 12 (use'0.1' here if only have one explos.)* = 4480.0
Ratio between explosives = 2.62
Average pounds of explosives used per hole (pounds)* = 526
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 325.28
Explosive 12 = 2D0.72
SPD = Specific densities for each explosive: SPD for Explos. 11* = 0.850
SPD for Explos. 12 (use 10.1' here if only have one explosive.)* = 1.250
HD = Hole Diameter Used in Shot (inches); HD* = 5
ID = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)^2
LD for Explos. 11 = 7.2250000
LD for Explos. 12 = 10.6250000
Explosive column height for each explosive (feet): Explos. 11 = 45.02113
Explos. 12 = 18.89151
Total Rxplos. column height = 63.91
Stemming height used in shot (feet)* = 13
Total height of explosive column(s) and stemming in the hole = 76.91
Total depth of hole denoted on the blasting report for the shot in question* = 54
Analysis Completed Sy. &Z Date: 1 a 9'

i
LAND QUALITY SECTION BLASTING ANALYSIS WORKSNEET
(*= Denotes fields where input data is needed)
Permit Number: -> 11-03
Permitte : VMC
Hine Name: Enka Quarry
Blast Reports: 78 Date of Blast: 10/17/95 Tine of Blast 13:10.02
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): D+ = 110D
W = Maximum pounds of explosive per delay (pounds): Wt = 351
SD = Scaled Distance : SD = D/W110.5 SD = 5B.71
V = Peak Particle Velocity (inches per second): V=160 (SD)"-1.6 V =
(bax. limit in mining permit is: v = 1.0 ips)
0,124,
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be setimated at the second location as follows:
V = Particle velocity measured by seismograph (ips): V+ = 0.42
DS = Distance from blast to seismograph (ft) DSO = 1100
d = Distance from blast to second location (ft): d* = 1100
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
Airblast (Overpressure) Check:
46
PPV = V(DS/d)"1.5 PPV = 0.4200_..
P = Unconfined Airblast/Overpressure (psi) P = 82 (D/W"0.33)^-1.2 P = 0.187105
To convert ( psi) to (dbl) : (P/2.9 x 10"-9) loq x 20 P = 156.19
AB = Confined Airblast/Overpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation
(tmax. limit in mining permit is: AB = DBL)
AB = 121.19
11i 'o

Explosives Column Check;
(this is a very approximate method based upon numerous assumptions;
specific densities may vary greatly depending upon the type and tanufacturer
of the explosive products used in the shot; must condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions: If 'straight' emulsion is used, use SPD (specific density] = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0,85
Ratio between explosives: Total pounds of Explos. 11' = 7420
Total pounds of Explos. 12 (use '0.1' here if only have one explos. )' = 5000.0
Ratio between explosives = 1.48
Average pounds of explosives used per hole (pounds)' = 329
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 107.30
Explosive 12 = 221.70
SPD = Specific densities for each explosive: SPD for Explos. 11' = 0.850
SPD for Explos. 12 (use 10.1' here if only have one explosive.)' = 1,250
HD = Hole Diameter used in Shot (inches): HD' =
1D = Loading Density (pounds per foot of column); LD = SPD(.34)(®)12
LD for Explos. 11 = 7.2250000
LD for Explos. 12 = 10.6250000
Explosive column height for each explosive (feet): Explos. 11 = 14.85147
Explos. 12 = 20.86570
Total Explos. colan height = 35.72
Stemming height used in shot (feet)+ = 17
Total height of explosive coluim(s) and steaming in the hole = 52.72
Total depth of hole denoted on the blasting report for the shot in question' = 42
Analysis Completed By Date: LlI I

LAND NAL17Y SECTION BLASTING ANALYSIS WORKSHEEP
(*= Denotes fields where input data is needed)
Pernit Nanber: -> 11-03
Pernitte : VXC
Mine Nave: DAa Quarry
Blast Reports: 79 Date of Blast: 10/19/95 Time of Blast 13:00:09
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): D+ = 1400
W = Maximum pounds of explosive per delay (pounds): RM = 446
SD = Scaled Distance : SD = D/W,10.5 SD = 66.29
V = Peak Particle Velocity (inches per second): V=160 (SD)^-1.6 V = 0.19
(*nax. limit in mining permit is: v = 1.0 ips)
Used on known distances from the blast to the seismograph and any additional location,
the expected vitration level can be setimated at the second location as follows:
V = Particle velocity measured by seismograph (ips): V+ = 0.11
DS = Distance from blast to seismograph (ft) DSt = 1400
d = Distance from blast to second location (ft): dk = 1400
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
PPV = V(DS/d)^1.5 PPV = 0.1100
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi) P = 82 (D/B1.33)^•1.2 P = 0.154027
To convert (psi) to (dbl): (P/2,9 x 10^-9)lDq x 20 P = 154.50
AB = Confined Airblast/overpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation AB = 119,50- �.D
(*max. limit in mining permit is: AB = DBL)

Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities nay vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; aust condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions: If 'straight' eaulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos, Olt = 1580
Total pounds of Explos. 12 (use 10.1' here if only have one explos.)+ = 1258.0
Ratio between explosives = 1.26
Average pounds of explosives used per hole (pounds)* = o
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 0.00
Explosive 12 = DIN
SPD = Specific densities for each explosive; SPD for Explos. Olt = 1,250
SPD for Explos, 12 (use 10.1' here if only have one explosive,)*
HD = Hole Dianeter Used in Shot (inches): HDi = 5
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(H0)^2
LD for Explos. 11 = 10.6250000
LD for Explos. 12 = 7.2250000
Explosive column height for each explosive (feet): Explos. 11 = 0.00000
Explos. 12 = 0.00000
Total Explos, column height = 0.00
Steming height used in shot (feet)* = 8
Total height of explosive columns) and stemming in the hole = B.00
Total depth of hole denoted on the blasting report for the shot in question'! = 44
Analysis Completed By Date:

0
LAND QUALITY SECTION BLASTING AHALYSIS WORKSHEBT
(*= Denotes fields where input data is needed)
Permit Number: -> 11-03
Penitte : VAC
!fine Name: Enka Quarrry
Blast Report(: 80 Date of Blast: 10/24/95 Tine of Blast 16:44:47
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): D* = 1100
w=1laximum pounds of explosive per delay (pounds): Wt = 289
SD = Scaled Distance : SD = D/W10.5 SD = 64.71
V = Peak Particle Velocity (inches per second): V=160 (SD)"-1.6 V =
(+max. limit in mining permit is: v = 1.0 ips)
10.20
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be setiaated at the second location as follows:.
V = Particle velocity measured by seismograph (ips): V+ = 0.41
DS = Distance from blast to seismograph (ft) D5' = 1100
d = Distance from blast to second location (ft): d+ = 1100
PPV = Theoretical peak particle velocity at the closet offsite occupied structure f ips):
PPV = V(DS/d)^1.5 PPV = 0.l1m=
Airblast (Overpressure) heck:
P = Unconfined Airblast/Overpressure (psi) P = 82 (D/W10.33)"-1.2 P = 0.173244
To convert (psi) to (dbl): (P/2.9 x 10"-9)log x 20 P = 155.53
AB = Confined Airblast/Overpressure (dbl): AB = P (01) - 35 dbl (far quarry situation
(fmax. limit in mining permit is: AB = DBL)
AB =
1i0:537-
1(9,0

Explosives Coluan Check:
(this is a very approximate aethod based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; oust condider each explosive used;
refer to Dupont Randbook for actual SPD, otherwise use the followirq: )
Assumptions: If 'straight' emulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos. 11t = 7280
Total pounds of Explos. 12 (use 10.1' here if only have one explos. )* = 0.1
Ratio between explosives = 72800.00
Average pounds of explosives used per hole (ponds)* = 261
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 263.00
Explosive 12 = 0.00
SPD = Specific densities for each explosive: SPD for Explos. 11* = 0.850
SPD for Explos. 12 (use 10.1' here if only have one explosive.)* = 0.100
IM = Hole Dineter Used in Shot (inches): RDt = 5
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)112
ID for Expios. 11 = 7.2250000
LD for Explos. 12 = 0.8500000
Explosive column height for each explosive (feet): Explos. 11 = 36.40088
Explos. 12 = 0.00425
Total Explos. column height = 36.41
Stemming height used in shot (feet)t = 12
Total height of explosive coluan(s) and stemming in the hole = 48.41
Total depth of hole denoted on the blasting report for the shot in question* = 45
Analysis Coapleted By: Date: r� a

0
LAND QUALITY SECTION BLASTRIG AI LYSIS WORRSI11?ET
(*= Denotes fields where input data is needed)
Permit Humber: -> 11-03
PMitte : VMC
Mine Name: Enka Quarry
Blast Reports: 81 Date of Blast: 10/27/95 Time of Blast 11:46:47
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): Of = 1575
W = Maximum pounds of explosive per delay (pounds); Nf = 700
SD = scaled Distance : SO = D/W10.5 SO = 59.53
V = Peak Particle Velocity (inches per second): V=160 (SD)^-1.6 V =
(Max. limit in mining permit is: v = 1.0 ips)
0.23_
Based on known distances from the blast to the seismgraph and any additional location,
the expected vibration level can be setiaated at the second location as follows:
V = Particle velocity measured by seismograph (ips): V* = 0.25
DS = Distance from blast to seismograph (ft) DSO = 1575
d = Distance from blast to second location (ft): d* = 1575
0
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
PPV = V(Ds/d)11.5 PPV = 0:250P -
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi) P = 82 (D/W9.33)"-1.2 P = 0.159859
To convert (psi) to (dbl): (P/2.9 x 10"-9)log x 20 P = 154.83
AB = Confined Airblast/Overpressure (dbl): AB = P (dbi) - 35 dbl (far quarry situation
(*max. limit in mining permit is: AB = DBL)
AB = 119.83
f 16./D

Explosives Colunn Check:
(this is a very approximate method based upon numerous assuaptions;
specific densities nay vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; oust condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assunptions: If 'straight' eaulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos. I1* = 1650
Total pounds of Explos. 12 (use 10.1' here if only have one explos.)* = 1336.0
Ratio between explosives = 1.24
Average pounds of explosives used per hole (pounds)* = 0
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 0.00
Explosive 12 = 0.00
SPD = Specific densities for each explosive: SPD for Explos. Ilk = 1.250
SPD for Explos, 12 (use 10.1' here if only have one explosive.)*
HD = Hole Diameter Used in Shot (inches): HD* = 5
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)^2
LD for Explos. 11 = 10.6250000
ID for Explos. 12 = 7.2250000
Explosive column height for each explosive (feet): Explos. 11 = O.00DDO
Explos. 12 = 0.00000
Total Explos. column height = 0.00
Stemming height used in shot (feet)* = 8
Total height of explosive column(s) and stemming in the hole = 8.00
Total depth of hole denoted on the blasting report for the shot in question* = 45
Analysis Completed By: Date:

11
0
LAND QUALITY SECTION BLASTING ANALYSIS WORRSBEET
(+= Denotes fields where input data is needed)
Permit Number: -> 11-03
Permitte : VMC
(line Name: Enka Quarry
Blast Reporti: 82 Date of Blast: 10/30/95 Time of Blast 17:40:24
Peak Particle Velocity Check:
0 = Distance to closest offsite occupied structure (ft): Dt = 1300
W = Maximum pounds of explosive per delay (pounds): W: = 607
SD = Scaled Distance : SD = D/W4.5 SD = 52.77
V = Peak Particle Velocity (inches per second): V=160 (SD)"-1.6 V =
(*max, limit in mining permit is: v = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be setimated at the second location as follows:
V = Particle velocity measured by seismograph (ips): Vt = 0.14
US = Distance from blast to seismograph f ft) DS* = 1300
d = Distance from blast to second location (ft): d+ = 1300
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
PPV = V(DS/d)"1.5 PPV = 011do>
Airblast (Overpressure) Check:
P = Unconfined Airblast/overpressure (psi) P = 82 (D/W%33)"-1.2 P = 0.190206
To convert (psi) to (dbl): (P/2.9 x 10"-9)log x 20 P = 156.34
AB = Confined Airblast/0verpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation
(fmax. limit in mining permit is: AB = DBL)
AB = 121.34_
r 11q,a

Explosives Coluan Check;
(this is a very approxiaate aethod based upon nu3erous assuaptions;
specific densities may vary greatly depending upon the type and nanufaeturer
of the explosive products used in the shot; gust condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions: If 'straight' eaulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos. 11: = 12360
Total pounds of Explos. 12 (use 10.1' here if only have one explos.)* = 4000.0
Ratio between explosives = 3.09
Average pounds of explosives used per hole (pounds)* = 530
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 358.48
Explosive 12 = 171.52
5PD = Specific densities for each explosive; SPD for Explos. lit = 0.850
SPD for Explos. 12 (use 10.1' here if only have one explosive.)* = 1.250
HD = Hole Diameter Used in Shot (inches): HD* = 5
LD =Wading Density (pounds per foot of coluan): LD = SPD(.34)(HD)^2
LD for Explos. 11 = 7.2250000
LD for Explos, 12 = 10.6250000
Explosive column height for each explosive (feet): Explos. 11 = 49.61647
Explos, 12 = 16.14316
Total Explos. column height = 65.76
Stating height used in shot (feet)* = 10
Total height of explosive columns) and steaming in the hole = 75.76
Total depth of hole denoted on the blasting report for the shot in question' = 52
Analysis Completed By: 6.W Date: a

LAND QUALITY SECTION BLASTING ANALYSIS WORKSBEET
(t= Denotes fields where input data is needed)
Perait Huflber: -> 11-03
Pernitte : VKC
!line Haae: Enka Quarry
Blast Reports: 83 Date of Blast: 11/06/95 Time of Blast 01:02:47
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft). D* = 1500
W = Xaximum pounds of explosive per delay (pounds): W* = 444
SD = Scaled Distance : SD = D/W"0.5 SD = 71.19
V = Peak Particle Velocity (inches per second): V=160 (SD)"-1.6 V = 037.
(4ax. licit in wining perait is: v = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be setinated at the second location as follows:
V = Particle velocity aeasured by seismograph (ips): V# = 0.22
DS = Distance frog blast to seismograph (ft) DSt = 15DO
d = Distance from blast to second location (ft): dt = 1500
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
PPV = V(DS/d)11.5 PPV = .0.2200
Airblast (overpressure) Check:
P = Unconfined Airblast/Overpressure (psi) P = 82 (D/WAO.33)"-1.2 P = 0.141536
To convert (psi) to (dbl): (P/2.9 x IV-9)log x 20 P = 153.77
AB = confined Airblast/Overpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation AB = 118.77.
(*max. limit in mining permit is: AB = DBL)

Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; gust condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions: If 'straight' emulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos. 1l* = 3500
Total pounds of Explos. 12 (use 10.1' here if only have one explos.)* = 1322.0
Ratio between explosives = 2.65
Average pounds of explosives used per hole (pounds)* = 431
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 268.21
Explosive 12 = 162.74
SPA = Specific densities for each explosive: SPD for Explos. 11* = 1.250
SPb for Explos. 12 (use 10.1' here if only have one explosive.)* = 0.850
HD = Hole Diameter Used in Shot (inches): HD* =
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)^2
LD for Explos. 11 = 10.6250000
LD for Explos. 12 = 7.225000D
Explosive column height for each explosive (feet): Explos. 11 = 25.24284
Explos. 12 = 22.53216
Total Explos. column height = 47.77
Stemming height used in shot (feet)* = 17
Total height of explosive column(s) and stemming in the hole = 64.77
Total depth of hole denoted on the blasting report for the shot in question* = 45
Analysis Completed By: Date: ,2

0 .
LAND QUALITY SECTION BLASTING ANALYSIS WORKSBEET
('= Denotes fields where input data is needed)
Permit Number: -> 11-03
Permitte : VNC
Nine Nacre: Enka Quarry
Blast Reportf: 84 Date of Blast: 11/09/95 Tine of Blast 13:25:00
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): D+ = 1000
N = Maximum pounds of explosive per delay (pounds): W+ = 130
SD = Scaled Distance : SD = D/W10.5 SD = 87.71
V = Peak Particle Velocity (inches per second): V=160 (SD)"-1.6 V = 0.12
(*max. limit in mining permit is: v = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be setimated at the second location as follows:
V = Particle velocity measured by seismograph (ips): V* = 0.09
DS = Distance from blast to seismograph (ft) DSO = 1000
d = Distance from blast to second location (ft): d* = 1000
PPV = Theoretical peak particle velocity at the closet offsite occupied structure (ips):
PPV = V(DS/d)11.5 PPV = , 0.05DO
Airblast (Overpressure) Check:
P = unconfined Airblast/Overpressure (psi) P = 82 (D/H"0.33)"-1.2 P = 0.141558
To convert (psi) to (dbl): (P/2.9 x IV-9)log x 20 P = 153.77
AB = Confined Airblast/Dverpressure (dbl): AB = P (dbl) - 35 dbl (for quarry situation AB = UB:7.7.-
(*max. limit in mining permit is: AB = DBL)

Explosives Coluan Check:
(this is a very approxiaate sethod based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; oust condider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions: If `straight' eaulsion is used, use SPD (specific density) = 1.20
(per Ireco) If a 'blend/slurry' is used, use SPD (specific density) = 1.25
If 'straight' anfo is used, use SPD (specific density) = 0.85
Ratio between explosives: Total pounds of Explos. 11t = 6800
Total pounds of Explos. 12 fuse 10.1' here if only have one explos. )t = 870.0
Ratio between explosives = 7.82
Average pounds of explosives used per hole (pounds)* = 152
Breakdown of average pounds of explosives per hole due to ratio:
Explosive 11 = 132.55
Explosive 12 = 19.45
SPD = Specific densities for each explosive: SPD for Explos. 11* = 0.850
SPD for Explos. 12 (use 10.1' here if only have one explosive.)* = 1.250
HD = Hole Diameter Used in Shot ( inches) : HD* =
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)"2
LD for Explos. 11 = 7, 22500DD
LD for Explos. 12 = 10.6250000
Explosive column height for each explosive (feet): Explos. 11 = 18.34643
Explos. 12 = 1.83031
Total Explos. column height = 20.18
Stemming height used in shot (feet)* = 11
Total height of explosive coluam(s) and stemaing in the hole = 31.18
Total depth of hole denoted on the blasting report for the shot in question* = 43
Analysis Coapleted By: wttmv Date: _j�

Uulcan
Materials Company
November 20, 1995 LLAND
ECEIVED
Ms. Judith A. Wehner CEHNR
Assistant State Mining Specialist AM Land Quality Section 2
D-EHNR
P.O. Box 27687j
Raleigh, NC 27611-76$7 o i'- TY SECrIQ
Nj
RE: Blasting Complaint - Oakley Lunsrord
Enka Quarry
Buncombe County
Dear Ms. Wehner:
Per your request, enclosed in duplicate are blasting and seismograph records for the
months, October and November.
If you have any questions concerning Mr. Lunsford, please contact Tim Upchurch at
(704)2 -8561.
Vicki D. Jones
Human Resources ssistant
Enclosures
cc: T. Upchurch
R. Hobbs
T. Chidsey
MIDEAST DIVISION / P.O. BOX 4239 • WINSTON•SALEM, NORTH CAROLINA 27115.4239 • TELEPHONE [phone]

UU11M •
Materials Company
Blasting Report
Quarry E Pik - _ Report No. — -7 S Date _—_ 16 3 . `) S ~ -
Type of Shot'heck- RADUCTIt] Exact Time ' O (' �7
Type of Material T� Shot Grid _qT
Distance - 95y (Ft.) Direction _', Grid ~`� Zi
(To nearest occupied building neither owned or leased)
11 Seis. Location DOrvuDist. to Seis. s0 Grid
02 Seis. Location Dist. to Seis. Grid
#3 Seis. Location Dist. to Seis. Grid
Hole/Deck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
C3
�g
1 0
jq y
51
3-3_
;q
a8
110
q1.(
8
20o
rS (
33
114
A�
o;_5
}
liq
�]
Number of Holes '3_7 Type of Stemming tgr� lbs. Pert
t
Diameter (inches) 'S {6 4 Face Height $ Delay 0
i r
Spacing _ ��-_ Sub Drilling
Surden Number of Rows
Method of Firing Q U Type of Circuit: Series �,�^] Parallel
Parallel Series Type of Delays: Downline r?�?" Surface ` ��
Trade Name S tls�3 CS KXlez fZO
�S
��
5
14v
0
i
a 4
R
r-DD
25
st
�
1D
as
5
t z
3DO
3
f�
A
�5d
�$
I5
,J
{
35
lg
-7S
a
d o
Lg
Weather ❑ Clear [I Cloudy Rain ❑ Snowb
two) ❑ Hot Warm ❑ Cold
Wind From ❑ N ❑ NE ❑ East ❑ SE
(check one) ❑ S SW ❑ West ❑ NW0
5-1(check
Zola
�
( O
375
51
33
NV -
Cry 6
Fragmentation ❑ Excel ❑ V. Good ❑ Good ❑ Fair ❑ Poor
�tackbreak 14 10 ft. ❑ 20 f!- ❑ 30 ft. ❑ 40 ft. ❑ 50 ft. or more
( A
Zo'
Q
�167
[x �'
S {
1Q
Trade Name of Explosives
Amount
G
.7�fo1
S
3
cl
c.GL- L
pv b
r
S
3
Q
,A
453
� �
S
33
5A
(4-)
7-g
9
20Y
tea-
s!
3(94
�-
Total
Powder Factor t• 'S Gal of Oil J_S .t % Oil Conten
Bench Grid Map Date 5�9 ►_ Scale Distance
Remarks
Distribution: Administrative Dept. -- ORIGINAL
Plant Office File Supt. Sig,
State Safety Rep.
VMC-3874 20 REV 3192
Total Pounds
Tons of Materials ,-� S
Produced
_ Blaster Sign
License o(S.S.

wMam
MM
Total Pounds
Tons of Materials
Produced
Typical Hole
Show Primer
Location and
Stemming
,C/ Top of Bench
Length _-J ` (Ft.)
of Hole
kr 1175'
t
Floor Level
of Sub frilling

a

for
OpwatiAnt Iml AT 0042
M LoCaCk"I "52 DOALW ME$-
Distanco to 'I hAtl M
Opqratotl TKDA^
Casentai "IN 67des.
Tgi,"r L"Iso 4.64 jVx4c, He db
Timm 5 S.CS
R%"41 Auto 5 irs,
Rw*r t
SUMARY
L T v
PPU (J.'sa 40.16 0.22 0.13
m 0' GOL in) 1.00 1.32 1.67
PPA h> 0.10 0.13 (1.13
FREQ 00 17.e 22.7 27.7
AkSLA-TAW'PPUl ct.,sao 0.29
PEAK F41R PRE$,WREI (4b) 112
(psi) G."116
twsd%v. 1""s Izaawn
MISRATION CMECX
L 7 U 3
CA�IBRATIGH CHECK - OK
SHAKETAOLE 4126"95
liv Go" ni cs. inc.
Box 779, "rro Malo, PA 55693
TEL. 4 12^934-29"

UU11Qn
Materials Company
Ouarry _ = N KA Report No
76
Blasting Report
Date ' 0
Type of Shot Exact Time 3 a O
type of Material .-�k� � _ Shot Grid r - 3
Distance I (Ft.) Direction 5 Grid
(To nearest occupied building neither owned or leased)
01 Seis. Location c KIAN C Dist. to Seis, 3 Grid " y S
*2 Seis. Location Dist. to Sels. Grid
03 Seis. Location Dist. to Seis. Grid
Hole/Deck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
1
O
pia
I
o
) 2,
:53
3
$>J
Y
s
S 3
/�$
3 g -7 Maximum
Number of Holes Type of Stemming lbs. Per
Diameter (inches) !�� y Face Height 571 1DDellayy{
Spacing _ Sub Drilling
Burden I y Number of Rows
���,���
Method of Firing �1�_ Type of Circuit: Series Parallel
Parallel Series —Type of Delays: Downline U� O 0
Yp Y �— Surface �
Trade Name S(� N ( k (-ate
��
77—
1 Z
53 tl
Q
qY
51
1 q
Lt O
ry
(o'
S3Y
r r
i7
3K
1
rq�
Weather ❑ Clear ❑ Cloudy ❑ Rain ❑ Snow
(check two) ❑ Hot ❑ warm ❑ cold
Wind From ❑ N ❑ NE ❑ East ElSE
(check one) ❑ S ❑ SW ❑ West ❑ NW
4
,}
1 7
13 Y
rf3V
S�
' a
Fragmentation ❑ Excel ❑ V. Good ❑ Good ❑ Fair ❑ Poor
Backbreak ❑ 10 ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. ❑ 50 ft, or more
a �
a3
53
�3
53q
Trade Name of Explosives
Amount
30 a
3 (p 0 p-
�7
117
Sb'
1L'
3
LP� -5r &bs+tr)
37 cA
Dx
Hof
53�
!�� x
39 J`'
21
ZIZ4.
Sy`
D'
3
3a
7:5-1
.y'
10,
3
3l
,7�7t,
'54
110 '
N3
Total a d I Ibs.
Total Pounds O i a
Powder Fa for Z-1 Gal of Oil f 1 % Oil Content g y�
i1A J).-I QY i
Tons of Materials j p
QreA..n A `T t l
oencn � ono neap uate 3!._R •! . acaie uistance _� %3 • e • • ------
Remarks:
Distribution: Administrative Dept
Plant Office File
State Safety Rep.
— ORIGINAL
Supt. Sig.
_ Blaster Signature
License or No.:
VMG987a 20 REV 3192

F--
LM
Total Pounds
Tons of Materials
Produced
Typical Hole
(how Primer
Location and
Stemming
0 Top of Bench
Length (Ft.)
of Hole t
C� �
rMs '�Ob
Floor Level
(�� 3 (Ft.)
of Sub Drilling

_.. i 1 Q .__ -_. _ .� i •^. a �.. _� � .` I. 1 .{.. - .
4 U _
V ]�
3
i.

. 'laruarsJ iJ�W.w '
Ewhli OB7
0.lral LORI SHUT AT. JJU
SSW LocW:n,,-N48 McKlHMEV RES.
1 Dtslanes to BlasU '1300
0..ntor� TKBAAC - - • -
Ceranis1 UPW • CLEAR 73a.a.
....Trlssar Larfl.i 0.54 lwtfc. Hn A!
.. ••RfcafA Ti" i 5 sacs
n .» Raa$ AYle1D ips
UBBM/OSMII: R000et
i
Frf•wncs (hz)
F
I I- I _ \ - . _
' SUMMARY
L
T
U
' PFV (IW—C) 0.13
0.10
0.0
pD (0. 001 in) I.66
1.44
1.01
ppa (f) 0.07
0. 10
0.0
FREO (ht) 10.6
20
45.4
RESULTANT PPVi (IWs.c)
0.19
PEA( AIR PRESSUREI (0)
.119
' (rsi) 0.00261
MAW av . '- lo,W95 13, 03100
DYNAMIC CALIBRATTGFI, CHECK
T: U.
g
Fr wncv (hm)
.a UIORATIOH i SOU1D TIME MLSTORY '
ilra Solo 0.1 CsfclEty) SHAKETABCALIBAATEDi Y4/25r95
•� 0a to Scal¢ (ssfs�]Ui 0.32 <Lr✓sac> By O40".1LO es. [ne.
D►la Scalf hlr)� 0. iB! (►s1) 00. 779. -,,".dal.. PA 15095
M 412-934-29% .

Uu1cen
•
Materials Company
Ouarry 1V'' ,i Report No. Date
Blasting Report
type of Shot�nn�=!_L Exact Time r Z)5 '
f ype of Material _ � � ��t�. Shot Grid — �J
distance i `4 a (Ft.) Direction 5 Grid G
(To n rest occupied building nerther owned or leased) rr�
+1 Seis. Location 0 Dist. to Seis. a Grid `f t
02 Seis. Location Dist. to Seis. Grid
03 Seis. Location Dist. to Seis. Grid
Hole/Deck
No.
Delay
Period
Depth
Stemming
l
Pounds Per
Hole/Deck
r
0
5 T
1-5
44-3
5
�.
�S
{ d
'S5
r7S
10
�)
E q
10
55
157
491
Maximum
Number of Holes 3 Type of Stemming �8 5 lbs. Per
Diameter (inches) f a Face Height 51 Delay
Spacing Sub Drilling 3
Burden ! Number of Rows ^_ 4
Method of Firing Type of Circuit: Series '� ^ Parallel
Parallel Series _ _ Type of Delays: Downfine i�a� Surface 11 2S `f1
Trade Name N5 iv CC�L 2b
I
5 r
9
10
53
)-
53S
1671
5 LC9
5s
s7 ,
a
35
0,16
5�I'
S3S
5
jWeather
Clear ❑ Cloudy ❑ Rain ❑ Snow
two) ❑ Hot Fi Warm ❑ Cold
Wind From ❑ N ❑ NE ❑ East ❑ SE
(check one) ❑ S ❑ SW 56 West ❑ NW
5!
q(check
1
s� '
(a
55
y
Sa3
5�3
6
sa3
Fragmentation ❑ Excel ❑ V, Good ❑ Good ❑ Fair ❑ Poor
Backbreak JK 10 ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. ❑ 50 ft, or more
ig
3
Trade Name of Explosives
Amount
5�3
Uc A F'0
1 "1 y a
J
-J-3tV 9D 3°
D
( 4go
54
5 3
o
a
1411
ITotal 16 - lbs.
Powder Factor Q. OS Gal of Oil Sr % Oil Content
Bench `T Grid Map Date !l� Scale Distance
Remarks: 44- r`
Total Pounds ! � 3 d ?
Tons of Materials q
Produced
I.
Distribution: Administrative Dept. -- ORIGINAL
Plant Office File Supt. Sig / Blaster Signature Qhk
State Safety Rep. License or .: P 7 6
VMC-3074 20 REV Y92

13
Note/heck DelayTotal
Na. Period Dep Stemming Pounds Per
Hole/Deck
Total Pounds
Tons of Materials
Produced
Typical Hole
Show Primer
Location and
Stemming
0i Top of Bench
5TEZI
�! Irz f1�-'
kr/ 78s
Length i�4 (Ft)
of Hofe kI
r0i �Aa
�5
Floor evel 5 r
�-} (Ft.)
of Sub Drilling

...riwi+�4 ail+til� u•i.
urdiv h�1Yr13�43 ]lt l3�37
',:� lt�nllrUMCiEMIfA'tp- •'
:D►fra 4lene:: lHOT+AT 1157 �
..:l11lLLOCaltYM"Y4i RAMfO - '
3:,'DlflareR if Olaf tti40B
�`::,ORf.abrt 1Wlf1C
f"::Cerfn4ft :UI1FM T3de�.
•; Trl�r L4wf1Rl l.0a iws*c. Ho at,
Tl S sRcf
Ranafl Ault) `I►f
ti
? USBMIOSMRE Rfrprt
#� LOHOITUDIHAL
F'
1411 R
TRAHSUERSE
i
M
wR RE R!
M tE
I 1
Fr"wnn 4Kz)
j Fr�.wncy !nz)
ij UTORATtOH t 90UHD TIME HISTMV
Tlua lcatt 0.1 <sfc�liv>
Data 9ca: (fairrtc)t 0.32 (WS.c) -
Dau Scale lalr)t 0.004 C, ,
L T U S

UU1[Hn
Materials Company
Blasting Report
Quarry Report No. *-7R Date I L 4 1`7
(f))
Type of Shot _Yf`Ck�t,XIr„RAJ Exact Time !
Type of Material (5?r6 14e Shot Grid
Distance i ) 1, (Ft.) Direction Grid
(To nearest occupied building ne ther owned or leased)
01 Seis. Location #. I, �• Dist. to Seis. U Grid
*2 Seis. Location Dist. to Seis. Grid
03 Seis. Location Dist. to Seis. Grid
HolelDeck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
j
p
yZ
15-
zs -)
3
SO
—'�73 _1
q
ZS
IOUZ
$
4'
Z
ZS
Maximum
Number of Holes ... 3 R' Type of Stemming lbs. Per
Diameter (inches) _ s%z� Face Height _ 3� Delays
Spacing Sub Drilling ^
Burden 1 _ Number of Rows S
Method of Firinge
n�a,� 1 Type of Circuit: Series Parallel
Parallel Series Type of Delays: Downline i�zCA Surface13 ZS
Trade Name
U7
z
v1
ICE
112
— S!r
1
1 u 7.5"1
.zS�
x
L
4+7,
Z $- 7 TM
!q
6 q
/S
IT
tng
Weather EI"Clear ❑ Cloudy ❑ Rain ❑ Snow
(check two) ❑ Hot Q--Warm ❑ Cold
Wind From ❑ N ❑ NE ❑ East ElSE
(check one) ❑ S Q—SW ❑ West ❑ NW
Ili
1
YS1
�371
17
t7q
if
18
�S"1
13
�G
3S/
zQ
Z
3r%
Fragmentation ❑ Excel ❑ V. Good ❑ Good ❑ Fair ❑ Poor
Backbreak ❑ 10 ft. ❑ 20 ft. El30 ft. El40 ft. ❑ 50 ft. or more
zi
zs
i
zz
�s
z��
23
1 .��F-
Trade Name of Explosives
Amount
`74 Z
zs
3 sl
z
z7
s1
>G'
IF,
3S/
x 1
7
3J'!
3c,
5
9
/
Total lbs.
Total Pounds �_2
Powder Factor Z, IGal of Oil �� % Oil Content a Tons of Materials
�� �
Bench Grid Map Date- S G-� Scale Distance ~] Produced
10
--- --------
Remarks:
Distribution: Administrative Dept. — ORIGINAL
Plant Office File Supt. Sig.
_ Blaster S�90ature
License or6>o.A-01— q7- x. , ,3
State Safety Rep.
VMC,3974 20 AEV W92

Mole/Deck
Na.
Delay
Period Dep
Total
Stemming Pounds Per
Hole/Deck
Z
ZQ I Z
10 p
3
u0
3uU
S
�
y
3
411
Z 4
Se
qq3 LIZ
IU`
Total Pounds
Typical Hole
Show primer
Location and
Stemming
Top of Bench
2060.1
Length LIZ (Ft.)
of Mole
1-757 /xS
Floor Level 3%-
q (Ft.)
of Sub Chilling
Tons of Materials ,
Produced

1
tac 7S 3-o
--le- Y N�` °
t r srz f el-l-7 417-
4 � 7 '
13�{ %g
Is/
3s/ 3zC. 3er Z7c�, �zsl z�c, zar
zj
u�l yrY 3s3 3�sr 3q3, 33 ~1"
3ZE--JV:

z
Ewntt BB!
&OrZoal SHOT AT HM=
SW L44-ticA1 HH20 HILLTOP 7, P.
Distance to el%jtt tigg.
Oer4La,l TKOAjK
cOe-e-ka, SUMW Gual.
Trifler L.."Iss 0.44 In"ac. No d6
Re caN jq4t
Re."A 4%0 5 1 Ol
PlelLmnev
L
33
PD (0.091 im) 2. 77'
T
0.42.
u
0.26
PPA (1)
FREQ hz
3.99
13
2 58
0:13
.20.0
4.6
20.8
RESULTANT PPVI (irw.aC)
BEAK AIR PREMAG- (db) r
Llfi
(pst) 41-65174
DVM"rC CALSIMTLaN. CHECK
L
777
s
Fra.watev (h2)
UtBRAUCH L SOLIO FIFE HISTW
Ti SHA1 Akc,m-1 'VAT' ED 4123M
DaU av laoSard S, 0.64 loc.
Stale sa Box m Warrendale. ft-$3m DIU 5 ule (&&rPl O. 710- 11;2-134-"".
Ir u 2

1 UU11M
Materials Company
Juarry ,� _-_AZ6-, Report No. 7 9
Blasting Report
Date -
rype of Shot Exact Time `1247
rype of Material Shot Grid
Distance 2-,Van (Ft.) Direction " 5 Grid Z
d building neither owned or leased)
(To nearest occ25,
01 Seis. Location / of-/'N ,Dist. to Seis. /y�?C Grid
02 Seis, Location Dist. to Seis. Grid
•3 Seis. Location Dist. to Seis. Grid
Hole/Deck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hoie/Deck
50
142 v
G
Number of Hales 3, ° Maximum
:'� -, Type of Stemming - ,�lt� S lbs. Per
Diameter (inches) Face Height -y// Delay
Spacing _ / Z Sub Drilling 3 s
Burden i # __ Number of Rows -_ 3
Method of Firing/ Type of Circuit: Serie -" Parallel
4z_Wr.7S" o
Parallel Series Type f Del y Downline Surface
Trade Name II ,� - z4lr
7
a
a
o
%
/
3/� S
f
fi
i yZ
Weather Dlear ❑ Cloudy ❑ Rain ❑ Snow
(check two) ❑ Hot 2 +tilarm ❑ Cold
Wind From ❑ N ❑ NE ❑ East ❑ SE
(check one) ❑ S ❑ SW D-Vgest ❑ NW
/4
i 7
7
/
19
Fragmentation ❑Excel ❑ V. Good [-Good ❑ Fair ❑ Poor
Backbreak & 0 ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. ❑ 50 ft. or more
'�
�y�•�
Trade Name Pf Explosives
Amount
5
.uil
7
-7
J9
78o
.!
y
R
YyG.
S
Total lbs.
Total Pounds
Powder Factor 1.96 Gal of Oil %/ % Oil Content Tons of Materials
Bench Grid Map Date ,5''/3-C? Scale Distance. G 6. X Produced .24 � �%7-
Remarks: -�,a - 1�
'M- '
Distribution: Administrative Dept. — ORIGINAL
Plant Office File Supt. Sig. _ Blaster Signatupe
State Safety Rep. License or S.S. No.:
vMC.3g74 20 REV 3l92
wwnm
:r}
.r

I
Hole/Deck Delay
No. Period Depth
Total
Stemming Pounds Per
Hole/Deck
3�T9
yA1d,.,
3 8
,
ti
Total Pounds
Tons of Materials
Produced _ _ `� 7 au' —
Typical Mole
Show Primer
Location and
Stemming
Top of Bench
r
r
,t
Length (Ft.)
of Hole
—Floor Level
— 3.— (Ft.)
of Sub Drilling

2�c
p
V
n
�
o a"

. .. ._rich^e,l .
ti 7hsrMa.: iW)9H7 13t 00ety9
ti�Mr 0)0
Olfentt IAMIEHRA 197
6sratftlnr SNOT AT LLS4 n�•
SSU Lentlant AR52 CORLAH RES,
Olstana to 014.ti 1409
� `-it. Operator, ?KaoUMC
CO..anier VJHW a CLiAR 70d".
Trinear Leveler 9.04 W944- NO dR
Record Ttaer 3 eu.
Ra.wi Auto 7 1':
�'��i'. ' USOvDSrvlE RnOrt
vre•wn" (hz)
Frrwnt+ ins)
VIBRATION a SOUMD TIME HISTORY
Tlaa Scale. B,l (*Wdi.)
Data Scale 4efenlc)i 0.32 Ciwfoc>
'Deta Scala [arr)r 0.009 be1Y
sceB7.ud•'.E:w:.`7°�t` su a K-iA
- C6R.Lrr'�-t®iVitYt'7u33�9uY.3>wNiE'. - ^.'•s3g_':-•
x73ti2 NO11eS0t1s3 CltmNnO '� .�
i0108 rL[ SOr�I�Dt •yvdJ+l4j�.�:C'�.1';;_�.,
9t1: •.: c.qp) lSyf[Qjnv�-bla IRrBd-' ..' ��:'`•
' L'►I' . S'1L:';,};[•!:7 •' "tau) OiM� .`','•'
- Si't 2,t3•Q .., �-0 •petal. ['
• Be•eY a ^,Y�,,.,,
It:• Add -
r .. ..
1 .
J
i
J

UU11M
Materials Company
Quarry r�_' N Report No,
0
Blasting Report
Date I o - a.9 -9,5
Type of Shot _ —P pobuc- 'l t) AJ �. y L( 4'1
Exact Time
Type of Material GfLAAn� ITS Shot Grid /� _3 D
Distance f /00 (Ft.) Direction ,~i Grid H-l'
(To nearest occupied building neither owned or leased)
#1 Seis. Location Itc'rP T �. Dist. to Seis. __ IIOO' Grid HH ' 2-D
#2 Seis. Location Dist. to Seis. Grid
#3 Seis. Location Dist. to Seis. Grid
HolelDeck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
i
a
UO.
i
�3g
7�
115
1
q
S
�33
-��., I� Maximum
Number of Holes �_ Type of Stemming �� lbs. Per
Diameter (inches) '— 5 Jam- Face Height �� � a a 0-
Spacing I Sub Drilling D-3
5
Burden I a Number of Rows
Method of Firing o4eL Type of Circuit: Series ✓ Parallel
Parallel Series Type of Delays: Downline 175�(
�� _ Surface � �
Trade Name �SI�� ICkFo�D
10
as-5
Ir
tom
D�3
7b
-- U
_► f
y-1-
y 1
f 7'
o{ `} "1
-,
�1
-
t �,
_
-asp
r
qa
ut
{ o
a�
f'3
i l"1
C-j'
�' .. 1"�
t S
Ib?
1 1
Weather ❑ Clear ( Cloudy ❑ Rain ❑ Snow
(check two) ❑ Hot rVi Warm ❑ Cold
From ❑ N ElNE ElEast ❑ SE
(check one) ❑ S SW ❑ West ❑ NW
�
/ b
/ 9 -
a
f'i
l
7-
ZWind
I
67
4 l
q
��
�
t s'
3
1 4 '
aLj-7
Fragmentation ❑ Excel ElElEl!ey
V. Good Good Fair ❑ Poor
Backbreak ❑ 10 ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. El50 ft. or more
1 8
z L
7
9
a5
L3
i
zc)
Trade Name of Explosives
Amount
lti. eo
7a 8 o
zs
�s4
� i Lb � tgoes'�s
331
a
Total (o lbs.
Total Pounds 3 b�
Powder Factor Z-- Gal of Oil g % Oil Content (• a
Bench �p Grid Map Date— s ! 3 `f"q Scale Distance
Tons of Materials
Produced I �_
Remarks
Distribution: Administrative Dept. — ORIGINAL
Plant Office File Supt. Sig.
State Safety Rep.
Blaster Signature C.O0 U'R-z"
License .S. No : 21V lt�
vMC•9874 20 REV W92

Hole/Deck Delay 9 Total
No. Period Depth lemming Pounds Per
Hole/Deck
Total Pounds
Tons of Materials
Produced
Typical Hole
Show Primer
Location and
Stemming
W Top of Bench
Length -0 (FL)
of Hole
M�d0
I
if f
KS Floor Live! 4 _ _ _ _. __ _
d 4-3 (Ft.) _ .. .
of Sub Drilling

P
.f
� o
r
e
Po �
,o
oil
� n
s
r
v
,`in
`

TW/7►Y' ldr 2+.'i5 Ibl iii is G '
C.,.nte UR iWT 107 L -
-, LY■ratl4nt'LgT AT re130 �_
aSU Loe►t,ont ww20 wILLTOP T.P.
IA b,lca to 01esu Igoe
Cor■wtst CLOLXW 674.■. .
.r""*r Law IS$ 0.04 gM■.C. IPo eb '
Ree014 TE"' S r.cs ,
p►neat Aida 7 1.0
UdBtV9S✓'e(E Rerort •. I':"' •
' # . .• ' • lynT':; i5,
1 [a lit
- •.; 1•;..
TRpdUfRS '-
.............!
1 we
1 VI
L I
Pr..w nh <In)
' SUPMpR4
UERTICAL L T 0
(i
—•- PD (9.001001 in) i. D2 3.70 2.i4
FPA h) 0. 13 O.,S 0.07
- FREO (nx) - 17�5 0.2 li.l
pE31CrW T PPV, (iWJ44), 0.45
•PEAR ptR-PIESSUREt (4b) '19 -
•.•Twa�><v. -1V2si77 .ift 4414e. - -.
DvWAIC CALISRATIOM CKCK _
............✓
' W '
4 e 0
L I
Fry•v.nC. CMb .
vElRATTd+ a SOUND TIME HISTORY C9LIMTION CHECK - OK
Tla. Sstle, e.l Cw<�4IW SMAKETABLE CALIBRATED, 1i23r93
Dttt Sala Ss.1srjU( 0.64 fln1940 By o.Scn,cs• Ine.
Di tt Sn1a (Ur)' 0.009 (rs]) So. 7741.Uarre2Po 13093
TEL[phone]
90
• T U vrl ti n■ file to.4lsk ...
DIR . EVT C -..DATE—.—TInE-- TvPE' SIZE"
011 1 1044,95 16,44.47 EUHT 14U6

UUIE
Materials Company
Blasting Report
3uarry f Report No. Date /Gd - .2 7 -
'ype of Shot Exact Time ir7
'ype of Material Shot Grid .S
)istance /S Z3 (Ft.) Direction _Ae� grid •%v
(To nearest occupied building neitheLowned or leased)
"I Seis, Location T• ist. to Seis. ___�ZS' Grid
`2 Seis. Location Dist. to Seis. Grid
1 Seis. Location Dist. to Seis. Grid
Hole/Deck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
1
1 s'
+f5
a
a
2.
3
_
s
&
117
Maximum
Dumber of Holes ti Type of Stemming 7$ s lbs. Per
Nameler inches G/,t Face Hei ht Delay
( ) 9 _� -
,pacing Sub Drilling 3 F9-r
lurden ._ / Al _ Number of Flows
Aethod of Firing A, c.// Type of Circuit: Series Parallel —
'arallel Series Type of Del s: Uaw�Yrie .75� sn Surface &
"rade Name
os-
a0
.� 9
94
� �
13,
.S
L
ro/
Weather ❑ Clear [ Cloudy ❑ Rain ❑ Snow
(check two) ❑ Hot Warm ❑ Cold
Wind From ❑ N ❑ NE ❑ East ❑ SE
(check one) ❑ S ❑ SW ❑West C�NW
1
.20
-2 9 .T
!�
s U. s
/O
o
=ragmentation ❑ Excel ❑ V, Good qT Good ❑ Fair ❑ Poor
3ackbreak 1h 10 ft. ❑ 20 it. ❑ 30 fL ❑ 40 M. ❑ 50 ft. or more
-7 a
a
a
j
L
Trade Narge of Explosives
Amount
.z/c
r
.2s
D 7�€
o
/G3a
,X
310
S
K: 6K
1
o
v
30
3.27
/s s-
301
Total lbs.
Total Pounds 3.S
'owder Factor .2 , Gal of Oil ._ &5_ % Oil Content 6, Tons of Materials
3ench Grid Map Date __52/3- 9A1 Scale Distance F G Produced
Remarks:
3istribution: Administrative Dept. -- ORIGINAL
Plant Office File Supt.
State Safety Rep.
_ Blaster Signature
License or S.S. No.:
IMG3874 20 REV "2

Hole/Deck Delay
No, Period
Depth Stemming
Total
Pounds Per
Hole/Deck
45-
JAZ
g
�. 3y 4
37
.7 B fF
3.
S 8
Total Pounds / S O 7-7• '
Typical Hole
Show Primer
Location and
Stemming
Top of Bench
r
•
Length `%s (Ft.)
of Hole
rIGOrLevel
3 (Ft.)
of Sub Drilling
Tons of Materials
Produced 30 357

• •'►tuVr.RV xieN+. Jh+: .nuu.n '•
SNI 2041
Fr ldas. 19'27il7 11146147
Evan t 1 9:2
• ct ontI w(CiENKA 107
O►eration' SHOT AT PP3E
M Locition+•HH20 HILLTOP T.P.
otstanif to Biagi.t97'S
O►fratorl WMA C
.. Comme.ts+ CLOUDY 67doo.
Trismar L"Is1 0,04 inset• NO dip
Ncord Tl.41 S foes
' Rinet) P.ta 3 is ,
i18B11rOSrstE R44wrl
FrefusAcv (na)
f rf1W ACT toil
VIBRATION i so" FIRE NISTORV
T1a4 SCa1m+ 0.i Cu cid lv')
Data Scalf (mml smic)1 0.32 (Wass)
Data Scale (1101 0.009 (,sip
L T U S
SLWIARV
L T U
-PPU tiw ssc) 0.23 0.17 0.20
-- PO (0.801 in) 1.74 1.27 1.So
Poll(e) 0.13 0.13 0.23 '
FREO (Az) 23.0 23.0 41.6
RESULTANT POW (INsoc) 0.27
PEAK AIR PRESSUREI (db) li0
(-it) 4.02232
Friday. 10i27i93 11146t47
OvNAM[C CAL [BRaT10M Ci(ECK
CALIBRATION CHECK- OK. -
SNaKETaOLE M311FATEDI 4/•]y99
Br 0eo9enl cs, Inc.
Box 779, 1larrfndaif, PA 16090
TEL= 412-934-2900
uriti" film to disk ...
OIR OR C --FATE— TIRE-- T4PE 812E
l3 012 1 IBi27i93 I1+46147'ELNT-ii031
TRIOOER ACTIVE,:,;:- . 10/27�93;I1110104
.ATI 13.2 SmPM41 W.67=t6✓27rn UMS ••P•=�'"
RECORD ( 6) oRAPH (19-1n1 .,COPIES (2>
05R CHARTS ( EMBLED) `OISK�:COPIES (I) '
EVENT HOLD ( D15ABLEO); ALARM•(DISABLED) '
TRIOOERSI lEtS'.(0.04>. So{Rpt

UU11
Materials Company
Ouarry FIV kA _, „_ , Report No. i `�
Type of Shot JI-LC.1,.3.) Exact Time _I``1 o , z
Type of Material Shot Grid �l�� ` 37_
Distance (Ft.) Direction S,S (�,Z^� Grid
(To nearest occupied building neither owned or leased)
x1 Seis. Location Dist. to Seis. 13nC Grid
#2 Seis. Location Dist. to Seis. Grid
#3 Seis. Location Dist. to Seis. Grid
-/ Maximum
Number of Holes -- 31- Type of Stemming 1— � Ibs. Per
Diameter (inches) (p Face Height Delay
Spacing _ ._/2-Sub Drilling ? _ 20
Burden Ll Number of Rows 7
Method of Firing Aio,L)e I Type of Circuit: Series Parallel
Parallel Series Type of Delays: DownlineSurface 7.
Trade Name 11c
•
Blasting Report
Date _i in - 3o -qsS _
Mole/Deck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
O
54
ZS
SZ
�5-
I 3
S
Z 147
!Z L47.
l7 L4 1.
+ `r? 1 5Z 1 SZ I to 1 io6-7 1
6
13 1 NZ 1 67 1 10
! L( Z,-7 1 Sqi ! —1 1 437
Weather ❑ Clear Cloudy ❑ Rain ❑ Snow
(check two) ❑ Hot ❑'alarm ❑ Cold
Wind From ❑ N ❑ NE ❑ East ❑ SE
(check one) ❑ S DISW ❑ West ❑ NW
1164
sy
Ito
yy
i
1g:
.5"Z
10
/ 7
10
!a
l445,
/
T414
`
05-
5
to
(oGs'
Fragmentation ❑ Excel ❑ V. Good ❑ Good ❑ Fair ❑ Poor
Backbreak ❑ 10 ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. ❑ 50 ft. or more
21
Z�r
5-Z
10
600
ZZ
SL(
17
A37
Z3
S
I V-
7
Trade Name of Explosives
Amount
Z q
ZQ
Sq
/%
` ,70
u. k
/234o
ZS`
zZG
sz
to
O b
ZC,
t
5
zi
z
os
3
25
1 „ 31 i 37(,. _I sz I t� L
'mac Total �(a�f! Ibs. Total Pounds
Powder Facto z•0 Gal of Oil �35 0/a Oil content u Tons of Materials 2
Bench _ 3n 1 _ Grid Map Date-;5- ,La `12 Scale Distance J' 7, % Produced
Remarks
Distribution: Administrative Dept. — ORIGINAL
Plant Office File Supt.
State Safety Rep.
VMG9674 20 REV M2
Blaster Si lure
License o5. o.:

Hole/Deck Delay Total
No- Period Depth Stemming Pounds Per
Hole/Deck
Total Pounds
Tons of Materials
Produced
Typical Hole
Show Primer
Location and
Stemming
Top of Bench
5'4tAxN
I FS
VD MS
Length 5Z -_ (Ft.)
of Hole
MS
Floor Level 44
`1 (Ft.)
of Sub Drilling _.._

F-� ppen> �Act --�
/ 75 sz 75" 100
Lzsl
lv
7
rsz
Q
Zl7
Cad
iq
5'
z
30�
pry
�
�.
37L

SAFEGUARD SEISMIC UNIT 20CQDK •4
rhnG r'[e.�E�9B 17i40)24 .
K~tl 014
Client, LR(C.EMKA 107
O,pa ra tlons SHOT AT JJ37
'SSU Locatlonl V46 RAMSO
% Dtstancs to Vasil 1300 '
Op e%tort TKB^)MC
'•Corse, to CLOUDY $60e1.
T'it"' Lwslss 0.04 tn/sac. No db
Re Core TS "to
3 - f. -
RaMNI Auto S 1rf -
USBMi0il4tE Re.ort
Fra4uencv (hz)
............
F re�WncY (hz)
Fre�wncv (ha)
VIBRATION L SOUND TIME MISTORY
T1rs SC116s 0.1 (f!C/O M
Data Scats (selssl Us 0.32 (LMssc)
Data 3. (air)) 0.089 Utl)
SUMMARY'
PPU Cir✓ffc) 0. L2.. 0
PD 10. 001in) 1:04 lA43 0.11.31]
FRED'(hz)',� .I6.3 27.0 .. 17.2
RESULTANT:PPUI (LniseC) " „ 0:17 _
PEAK AIR PRES$UREI (db).:' -. 114
Monday. W30i97 ,17140124..
Dw(Ait[C CAItB:ta710x.,0£dci
-
CALIBRATION- CHECK. - OK' .
SMAKETABLE-CALIBRATEDI �4eMe93 ..
By OeoUnlcs. Inc.
Box 779. Warrendale. PA 1S09S
TEL [phone]"0

UUIC
Materials Company
Quarry ��n �C� _ Report No. g
0
Blasting Report
Date I I - I . - ' 5 - - —
Type of Shot 4cxAl 2e---L', ,n Exact Time f
Type of Material Grz,�; 4�r_ Shot Grid
Distance 15�0 ' (Ft.) Direction Grid 4AZn1
(To nearest occupied building neither owned or leased)
01 Seis, Location �� _.0 Dist. to Seis. )wt�%��_-_ _ Grid 44zh
*2 Seis. Location Dist. to Seis. Grid
03 Seis. Location Dist. to Seis. Grid
Hole/Dock
No.
Delay
period
Depth
Stemming
Total
Pou
Ho e/Deckr
r
_
f
1,40
IG-7
13,
9Glo
54
13,
0r
144
.31
lo,
44
Maximum
Number of Hales __1 Type of Stemming �—i �5 lbs. Per
Diameter (inches) r�z rFace Height Delay
Spacing i� ' Sub Drilling
Burden 13 Number of Rows -
Method of Firing K6.� Type of Circuit: Series Parallel
Parallel Series Type of Delays: ownline 116 + Surface t
Trade Name
10
411
8
z
9—_.
��
_.__f I
l
) •
I
tOC�
lL�
l
184
10'AAA
ZDI
I
I�
444
IS(
Weather ❑ Gear E' Cloudy ❑�R�ain El Snow
(check two) ❑ Hot ❑ Warm E 'Cold
Wind From ❑ N u NE ❑ East ❑ SE
(check one) ❑ S ❑ SW El West ❑ NW
140
1
I
I►�
444
!
i
Fragmentation ❑Sccel ❑rV. Good ❑ Goad El Fair ❑ Poor
Backbreak 1 10 ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. ❑ 50 ft. or more
Z
444
Z2.4
44
Trade Name of Explosives
Amount
24
2
2.18
g
444
r ' (.,
444
L7
3
I
Total lbs.
Total Pounds
Powder Factor Gal of Oil 148 % Oil Content °
_
Bench '-j4 Grid Map Date �S 6 7 cale Distance
Tons of Materials
Produced _
Remarks:
Distribution: Administrative Dept
Plant Office File
State Safety Rep.
-- ORIGINAL
Supt.
— Blaster Signature
License or S.S, No.: Zzf3'?-7..,9744
VMC.3$74 2Q REV 3192

r
Hole/Deck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
3l
I u'
4
t
444
Iff
444
443
[j
4 '
11'
3
I
Total Pounds 1C,atcv
Typical Hole
Show Primer
Location and
Stemming
Top of Bench
Si ctrt �] = ZS
Length � l� (Ft.)
of Hole
%t: g m5 ZZO
zx if,
j; 7 rA 5 t-tS
Pe, to
Floor Level 42
—3 (Ft.)
of Sub Drilling
Tons of Materials
Produced3-] _

-% y
•
+gy
I l:l
3c.L)
e-�

• , ew..Fi• ': Ail U: wait .aW7i•r. � c SHt_041
Ibnifv. l tA06r90 1410.2147
E4ntl 9t•;
C.lrgU wm,ENRA 107
Oranuan� SNOT ATDa 33
j ssti Lacattorl Hm29 HILLTO►T.P.
atsea�u to etfi a 1500
0►aratarl ROe AAAT [MANIC
Ca fttst PARTY CLOUDY SO4as
rrit"r La *Isi 0.04 t�sfc• No 4e
R4coN It", 9 !a[i
Ramal Arta S EP!
LMSK oS)IRE R000rt
1
3R�
lu
FYMWR[Y Ct1t)
R PSE
,r w
� a
1
F rf�aancv ih;)
ERTSCAL
r
A w
�>iwr
Fra•usncv (h;)
0
.Tlw 54a16t 0.1 (lacAlt.)
Data 'a air (sa)s.14)I 0.32 <1 r✓94c)
Datf 11:a14 (fir); 0.009 (.fl)
SUIERRRY
L T V
PPV ci;vs4c) i.20 e.ti 0:22
PO ce.001 )r) 1433 y
►Pa 6.
FREO (hz) 2i.3 t2•e 4t.6
T0.26
PEpK AIR PRE3511RE ("o
Wt) e.00232231
b radar• 11 r06AlS 14,62,47
DIUVSC CALIBRATION CHECK
L T V 3
' Tg8U s. I RATEDI 4/2"S
g
Sax 7Tl� Wrrardalf. PA 13e93
TElt 412-934-290e
.ett)hf rI)i to 4)sk •••

UU11
Materials Company
Ouarry Report No
•
Blasting Report
Date I R —11 ` C? !�-
Type of Shot Exact Time 3 S
Type of Material Shot Grid "30
Distance U 0 0 (Ft.) Direction ki 4, _ Grid
(To nearest occupied building neither owned or leased)
#1 Seis. Location ILLQP T,P. Dist. to Sels. / b 62 r Grid � � _�
02 Seis. Location Dist. to Seis. Grid
03 Seis. Location Dist. to Seis. Grid
Hole/Deck
No.
Delay
Period
Depth
Stemming
Pounds Total
Per
Hole/Deck
Q
0 4 t I L
3 l9
(
5 J r 5 Ma ximum
Number of Holes Type of Stemming lbs. Per
Diameter (inches) Sr Face Height Ll O_ _ Delay
Spacing Sub Drilling _
Burden t I_ _ __ Number of Rows
Method of Firing NJOL Type of Circuit: Series ✓ Parallel
Parallel Series _ Type of Delays: Downline 5z) 3"7S Surface-?
Trade Name �� �6 1���
LJJZA ZI
15b
I
t1
a�
to
1 r 3
3
Z4 a
�3`!
5
N
t o
f (13
rZZ
s A
IS (
-2�
-7L
q3
Weather Yj Clear ❑ Cloudy ❑ Rain ❑ Snow
(check two) ❑ Hot /�z Warm ❑ Cold
Wind From ❑ N ❑ NE ❑ East ❑ SE
(check one) ❑ S ❑ SW West .❑ NW
A
Lg
q
l 0
1
;)-q 3
03
X
f ZZ
k
�
i
5-
�
3U`�
yy
' �
SIR A
(
-1y
3 O
Fragmentation ❑ Excel ❑ V. Good ❑ Good El�b
Fair ❑ Poor
Hackbreak 10 ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. El50 ft. or more.,
+S
y 3
W
�
� zz-
I ��
3
ZZ
Trade Name of Explosives
Amount
30 A
335
a.y
?-
�60 ( SPA i' i b
; So -�`
b0
0
6
31)
12,,Z
L' - l•cb ar�"
�A
6.5
l�
Total 7 77-7 g' lbs.
Total Pounds 7- 8
Powder Factor Gal of Oil S a/, Oil Content '�6
Bench P Grid Map Date Scale Distance $-7•
1
Tons of Materials q
Produced
Remarks: 14AD 371 hbk
1 21 re 5 j!
Distribution: Administrative Dept. -- ORIGINAL
Plant Office File Supt.
State Safety Rep.
r
Blaster Signature r r�
License or`S.S. No.
VMC-3874 20 REV 3192

mom
c
[fib®
Total Pounds
Tons of Materials
Produced
Typical Hole
Show Primer
Location and
Stemming
W Top of Bench
IN
Length (Ft.)
of Hole
2 9{
y Floor Level qO f
3- 3 (Ft.)
of Sub Drilling

.(tad) i00.0 ,(J1a) a1u5 nap
' C]•s+YS) ZI'0 I(]ltatis)�•[a]S n •p
- YMPn•eJ '['0 rna]S NIr 1A
AMDISIN 3N11 pllm 9 NOIl-mire
(ZV) 4)V•n►•'d .
(ZV) A]Vin••JJ
.
I J
. SLIMHARY
L
T
V
PPV (1n+s9C) 0.97
0.08
0.09
PD (0.881 1n1 1.17
1.10
1.10
. PPA 19) 0.07
0.07
0.13
PREQ (Az) SB.O
9.6
75.7
' RESULTANT PPVI C)n+s9d
0.12
PEAK AIR PRESSURE, (db)
112
CPst-) 0.00116
T hurad•r, )1+09+93 14123e 11
DYNAMIC CALIBRATION CHECK
L T V
S
'
l+or•M 3MNSO+N8Sn
..
t11 S Olntl IMuljr ., '.
..
9P ON .;W"; V0'8'Isla l J8091J1
.
.- 090 ACM13 Al1Mtld IsluO~O
NWInIP AOMl IJOlaJ•dC
000001 11sa16 01 i]ualslp;
CALIBRATION CHECK - OK
.
dOliilH
'd'1BLHH WO1la]Ol N1S9
OfNN Iu Oll%4-40
SHAKETABLE CALIBRATED, 4+25+95
..
1s1
L01 OW3+0,lu6110
Br 0ac4on)cs, tnc. - -
t. •
910 Ilum3
BOz 779. Marrs Mals, PR 15095
MOW W C6+60+11 1•193Jn44
TEO 412-9334-2980
I9BL,NS
+�
44 JIpB00L AImn.01N33n pMd W.An. ••
wr1(lnr S11• LO d1s4 ...
006L-tffi-LIa ,131
- - — •_�

State of No* Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
November 13, 1995
Ms. Vicki Jones
Vulcan Materials Company
P.O. Box 4195
Winston-Salem, North Carolina 27115
RE: Blasting Complaint
Enka Quarry
Buncombe County
Dear Ms. Jones:
PIPFA
DEHNR
This office recently received a complaint directed at blasting
practices conducted at the above referenced quarry. According to
the complainant, Mr. Oakley Lunsford, heavy blasting at the site
has caused damage to his well and foundation.
As provided in the mining permit for this site, you are
requested to provide to this office duplicate copies of all shot
records related to the blasts conducted in October 1995 and
November to date including any seismograph records made.
T suggest you contact Mr. Lunsford and discuss this matter
with him. His address is:
P.O. Box 994
Enka, North Carolina 28728
[phone]
1 look forward to receiving the requested information in the
near future. Your continued cooperation will be appreciated.
incerely,
Judith A Wehner
Assistant State Mining
Land Quality Section
cc: Mr. Richard Phillips, P.E.
Mr. Oakley Lunsford
Geological Survey Section Land Quality Section
[phone] [phone]
FAX: [phone] FAX: [phone]
Specialist
Geodetic Survey Section
[phone]
FAX [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10% post -consumer paper

f I 1N71
;rt
}
' -two
II

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G„ P.E.
Director and State Geologist
October 14, i994
Mr. Chris Scott
Vulcan Materials Company
P.O. Box 4239
Winston-Salem, North Carolina 27115-4239
RE: Permit No. 11-03
Enka Quarry
Buncombe County
Dear Mr. Scott:
XTIPFA
eja
DEHNR
Your recent request to have the above referenced mining permit
modified has been approved. The modification is to include and allow
additional stripping activities and the construction of an overburden
disposal area on approximately 18 acres of the Gentry Tract as
indicated on the 111994 Overburden Disposal Plan -- Gentry Erosion
Control Plan" dated April 22, 1994 and detail sheet, last revised
August 12, 1994. A copy of the modified permit is enclosed.
The conditions in the modified permit were based primarily upon
the initial application. Modifications were made as indicated by the
modification request and as required to insure compliance with The
Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to
draw your particular attention to Operating Conditions Nos. 3 and 4 of
your modified mining permit.
The issuance of a mining permit and/or any modification to it
does not supersede local zoning regulations. The responsibility of
compliance with any applicable zoning regulations lies with you.
As a reminder, your permitted acreage at this site is 272 acres
and the amount of land you are allowed to disturb is 265 acres.
Geological Survey Section
[phone]
FAX: [phone]
Land Quality Section
[phone]
FAX: [phone]
Geodetic Survey Section
[phone]
FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Cpportunity Affirmative Action Employer W% recycled/ 10% post -consumer paper

Mr. Scott
October 14, 1994
Page 2
Please review the modified permit and advise this office at (919)
733-4574 should you have any questions concerning this matter.
Sincerely,
Tracy . Davis, P.E.
State Mining Specialist
Land Quality Section
TED/tls
Enclosure
cc: Mr. Richard Phillips

D EPARTMENT OF ENV 2RONMENT
HEALTH AND NATURAL
RE SOURCE S
D=V2S=C:31N OF LAND 1RESOi31:Z4—"ES
LAND QUALX-X-W , SECT=ON
1P E R M = T
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through
68, "The Mining Act of 1971," Mining Permit Rule 15A
NCAC 5 B, and other applicable laws, rules and
regulations
Permission is hereby granted to:
Vulcan Materials Company
Enka Quarry
Buncombe County - Permit No. 11-03
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: NOVEMBER 13. 2002

Page 2 of 12
In accordance with the application for this mining permit, which is
hereby approved by the Department of Environment, Health and Natural
Resources hereinafter referred to as the Department, and in conformity
with the approved Reclamation Plan attached to and incorporated as
part of this permit, provisions must be made for the protection of the
surrounding environment and for reclamation of the land and water
affected by the permitted mining operation. This permit is expressly
conditioned upon compliance with all the requirements of the approved
Reclamation Plan. However, completed performance of the approved
Reclamation Plan is a separable obligation, secured by the bond or
other security on file with the Department, and may survive the
expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following
exception: If another operator succeeds to the interest of the
permittee in the permitted mining operation, by virtue of a sale,
lease, assignment or otherwise, the Department may release the
permittee from the -duties imposed upon him by the conditions of his
permit and by the Mining Act with reference to the permitted
operation, and transfer the permit to the successor operator, provided
that both operators have complied with the requirements of the Mining
Act and that the successor operator agrees to assume the duties of the
permittee with reference to reclamation of the affected land and posts
a suitable bond or other security.
In the event that -the Department determines that the permittee or
permittee!s successor is not complying with the Reclamation --Plan or
other -terms and conditions of this -permit, or is failing to achieve
the purposes and requirements of the Mining Act, the Department may
give the operator written notice of its intent to modify, revoke or
suspend the permit, or its intent to modify the Reclamation Plan as
incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification,
revocation or suspension by the Department. Alternatively and in
addition to the above, the Department may institute other enforcement
procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context
clearly indicates otherwise, terms shall have the same meaning as
supplied by the Mining Act, N.C.G.S. 74-49.
Modification
July 27, 1992: This permit has been modified to allow the placement
of fill material and additional stripping as indicated in the Site
Plans revised April 10, 1992 and the supporting calculations dated
October 1991 and April 10, 1992.

Page 3 of 12
November-.3, 1292: This permit has been modified to allow expansion
of they existing pit and the piping of the tributary along the
northeastern permit boundary through the stockpile area as indicated
on the Phase I - Erosion and Sedimentation Control Plan, Sheet 3, and
the Phase It -- Erosion and Sedimentation Control Plan, Sheet 4, both
dated August 1992.
December 30, 1993: This permit has been modified -to include and allow
the construction of a new overburden disposal area and associated
erosion and sedimentation control measures as indicated on the
Overburden Disposal Plan dated July 30, 1993.
October_14, 1994: This permit has been modified to include and allow
additional stripping activities and the construction of an overburden
disposal area on approximately 1S acres of the Gentry Tract as
indicated on the 111994 Overburden Disposal Plan - Gentry Erosion
Control Plan" dated April 22, 1994 and detail sheet, last revised
August 12, 1994.
xuiration Date
This permit shall be effective from the date of its issuance until
November 13, 2002.
Conditions
This Permit shall be subject to the provisions of the Mining Act,
N.C.G.S. 74-46, et. seq., and to the following conditions and
limitations:
OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
A. Any wastewater processing or mine dewatering shall be in
accordance with the 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 Water Quality
Section, Division of Environmental Management, to secure any
necessary stormwater permits or other approval documents.

Page 4 of 12
2. ty and Rqat-_Q_gntrQI
A. Any mining related process producing air contaminant
emissions including fugitive dust shall be subject to the
requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. 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 or wetlands shall be in
accordance with the requirements and regulations promulgated
by the U.S. Army Corps of Engineers.
B. Sufficient buffer shall be maintained between any affected
land and any adjoining waterway to prevent sedimentation of
that waterway from erosion of the affected land and to
preserve the integrity of the natural watercourse.
C. Sufficient buffer shall be maintained between any excavation
and any mining permit boundary to prevent caving of that
property and to allow grading of the side slopes to the
required angle.
D. The buffer zones shown on the Mine Map dated August 1992
shall be maintained to prevent caving of any adjoining
property and to allow grading of the side slopes to the
required angle. These buffer zones, with the exception of
the installation of required sediment control measures and
earthen berms, shall remain undisturbed.
E. A minimum of 200 feet undisturbed buffer zone shall be
maintained between Hominy Creek and the new overburden
disposal area as indicated on the overburden Disposal Plan
dated July 30, 1993. The only disturbance in this buffer
zone shall be the construction of rock dam No. 2 and any
associated diversions.
F. A minimum of 50 foot undisturbed buffer zone shall be
maintained between any mining related activity within the
Gentry Tract and the mining permit boundary.

Page 5 of 12
4. Eros on 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 or into any lake or natixral watercourse in proximity
to the affected land.
B. The Quarry Site Plan dated November 1991 and revised April
101 1992 detailing the placement of fill material north and
south of Hominy Creek and the area to be stripped shall be
followed. All pipe outlets shall be stabilized with rip
rap.
C. The Mine Map, the Phase I Erosion and Sedimentation Control
Plan, and the Phase II Erosion and Sedimentation Control
Plan, all dated August 1992, and the corresponding Erosion
and Sedimentation Control Plan narrative and calculations
dated September 1992 shall be followed with the stipulation
that a horse shoe filter shall be installed and maintained
sufficient to prevent off -site sedimentation at the inlet of
the 3 - 6011 cmp's. In addition, a rock check dam shall be
installed at the proposed final outlet point of the 3 -60"
cmprs near the stockpile area at the northeastern side of
the permitted area until such time that the pipe has been
installed and backfilled.
D. All erosion and sediment control measures for the
construction of the overburden disposal area as shown on the
Overburden Disposal Plan dated July 30, 1993 shall be
installed and maintained sufficient to prevent offsite
sedimentation.
E. The 111994 Overburden Disposal Plan - Gentry Erosion Control
Plan" dated April 22, 1994 and detail sheet, last revised
August 12, 1994, shall be followed.
F. Corrugated metal pipe shall not be used as a permanent
stormwater conveyance structure under the overburden
disposal area. Ditches "A" and 111A" as designed shall be
installed.
G. Appropriate diversions and sediment traps shall be installed
to protect the -stream at the crossing near the end of Ditch
11 2A" .

5.
6.
7.
a.
Page 6 of 12
H. An erosion and sediment control plan(s) shall be submitted
to the Department for approval prior to any land disturbing
activities not indicated on the revised erosion control plan
or mine maps submitted with the approved application for the
renewal of this mining permit and any approved revisions to
it. Such areas include, but are not limited to, expansion '
outside of the initial pit area, creek crossings, or
expansion of overburden disposal areas.
Groundwater Protection
Monitoring wells shall be installed and monitored as deemed
appropriate by the Department.
gradedo es and fills
A. The angle for graded slopes and fills shall be no greater
than the -angle which can be retained by vegetative cover or
other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated
channels, the erosion of which may cause offsite damage
because of siltation, shall be planted or otherwise provided
with groundcover, devices or structures sufficient to
restrain such erosion.
B. Overburden cut slopes along the perimeter of any pit
expansion constructed after December 30, 1993 shall be
graded to a minimum 2 horizontal to 1 vertical or flatter
and shall be stabilized within 60 days of completion.
Furthermore, a minimum ten (10) foot wide horizontal safety
bench shall be provided at the top of the rock and at the
toe of the overburden slope constructed after December 30,
1993.
Surface -Drainage
The affected land shall be graded so as to prevent collection of
pools of water that are, or likely to become, noxious or foul.
Necessary structures such as drainage -ditches or conduits shall
be constructed or installed when required to prevent such
conditions.
blasting
The operator shall provide to the Department a copy of the
findings of any seismic studies conducted at this facility. The
operator shall make every reasonable effort to incorporate the
studies' recommendations into the production blasting program.
The following blasting conditions shall be observed by the
operator to prevent hazard to persons and adjacent property from
thrown rock or vibrations:

Page 7 of 12
A. In all blasting operations, except as hereinafter otherwise
provided, the maximum peak particle velocity of any
component of ground motion shall not exceed 1 inch per
second at the immediate location of any building outside of
the permitted area regularly occupied by human beings such
as dwelling house, church, school, public building, or
commercial or institutional building outside of the
permitted area. The operator'shall.monitor each blast with
a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear
(DBL) as measured at the immediate location of any regularly
occupied building outside of the permitted area such as any
dwelling house, church, school, public building, or
commercial or institutional building.
C. The operator shall take all reasonable precautions to insure
that flyrock is not thrown beyond areas where the access is
temporarily or permanently guarded by the operator. Should
flyrock occur beyond the guarded area or the levels in Items
A and B above are exceeded, the operator shall report the
incident to the Department immediately and further use of
explosive at the site shall be immediately suspended until
the following actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation shall
be provided to the Department within 10 days of the
incident. Said report shall, at a minimum, document
the cause(s) of the incident along with technical and
management actions that will be taken to prevent
further incidents.
The report shall meet with the approval of the Department
before blasting may resume at the site. Failure to take
corrective measures to prevent flyrock and repeated
instances of flyrock shall be considered a violation of this
permit.
D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and
delay of intervals; depth and size of holes; type and total
pounds of explosives; maximum pounds per delay interval;
amount of stemming and burden for each hole; and blast
location. Records shall be maintained at the permittee's
mine office and copies shall be provided to the Department
upon request.

Page 8 of 12
E. The operator shall, when requested by the Department, give
24 hour advance notice to the Land Quality Section prior to
any blast during a period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of 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 ten (10) foot wide horizontal safety bench
shall be provided at.the.junction between the top of rock and the
toe of the overburden cut slope for all future pit expansion
areas subsequent to the July 27, 1992 modification.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and
public thoroughfares to screen the operation from the
public. Additional screening methods, such as constructing
earthen berms, shall be employed as deemed appropriate by
the Department.
B. Berms shall be constructed as indicated on the Phase I -
Erosion and Sedimentation Control Plan dated August 1992.
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 the renewal of this 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. defuse DjAoQ sal,
A. No on -site disposal of refuse or other solid waste that are
generated outside of the mining permit area shall be allowed
within the boundaries of the mining permit area u e s-
authorization to conduct .said disposal has first been
obtained from both the Division of Solid Waste Management
and the Land Quality Section, Department of Environment,
Health and Natural Resources. The method of disposal shall
be consistent with the approved reclamation plan.

13.
14.
Page 9 of 12
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining
Act of 1971 generated on -site and directly associated with
the mining activity may be disposed of in a designated
refuse area. All other waste products must be disposed of
in a disposal facility approved by the Division of Solid
Waste Management. No petroleum products, acids, solvents or
their storage containers or any other material that may be
considered hazardous shall be disposed of within the
permitted area.
Annual Reclamation Rengrt
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.
Bonding
The security which was posted
form of a $500,000.00 Blanket
operation as indicated on the
security must remain in force
total affected land shall not
15. Archaeological Resources
pursuant to N.C.G.S. 74-54 in the
Bond is sufficient to cover the
approved application. This
for this permit to be valid. The
exceed the bonded acreage.
Authorized representatives of the Division of Archives and
History shall be granted access to the site to determine the
presence of significant archaeological resources.

Page 14 of 12
The Mining Permit incorporates this Reclamation Plan, the performance
of which is a condition on the continuing validity of that Mining
Permit. Additionally, the Reclamation Plan is a separable obligation
of the permittee, which continues beyond the terms of the Mining
Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1. The final slopes in all excavations in soil, sand, gravel and
other unconsolidated materials shall be at such an angle as to
minimize the possibility of slides and be consistent with the
future use of the land.
2. Provisions for safety to persons and to adjoining property must
be provided in all excavations in rock.
3. All overburden and spoil shall be left in a configuration which
is in accordance with accepted conservation practices and which
is suitable for the proposed subsequent use of the land.
4. No small pools of water shall be allowed to collect or remain on
the mined area that are, likely to become noxious, odious or
foul.
5. The revegetation plan shall conform to accepted and recommended
agronomic and reforestation practices as established by the North
Carolina Agricultural Experiment Station and the North Carolina
Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the
Reclamation Plan herein incorporated. These activities shall be
conducted according to the time schedule included in the plan,
which shall to the extent feasible provide reclamation
simultaneous with mining operations and in any event, provide
reclamation at the earliest practicable time after completion or
termination of mining on any segment of the permit area and shall
be completed within two years after completion or termination of
mining.
Imo' 4XVW • • I fig
1. Provided further, and subject to the Reclamation Schedule, the
planned reclamation shall be to allow the quarry excavation to
fill with water, provide a permanent barricade (fence) along the
top of any highwall, and grade and revegetate any areas in
unconsolidated material.

Page 11 of 12
2. The specifications for surface gradient restoration to a surface
suitable for the planned future use are as follows:
A. All areas of unconsolidated material such as overburden or
waste piles shall be graded to a 2 horizontal to 1 vertical
or flatter slope and terraced as necessary to insure slope -
stability.
B. Any settling ponds and sediment control basins shall be
backfilled, graded, and stabilized or cleaned out and made
into acceptable lake areas.
C. The processing, stockpile, and other disturbed areas
neighboring the mine excavation shall be leveled and
smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise
prepared -before revegetation.
E. No contaminants shall be permanently disposed of at the mine
site. on -site disposal of waste shall be in accordance with
Operating Conditions Nos. 12.A. and B.
F. The affected land shall be graded to prevent the collection
of noxious or foul water.
3. Reypaetatiou Elan:
After site preparation, all disturbed land areas shall be
revegetated as indicated in the Revegetation Plan signed by Mr.
Jones C. Abernethy, Landscape Architect, dated May 11, 1992.
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 12 of 12'
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 September 12, 1972, renewed September 20,
1982, modified July 27, 1992, renewed and modified November 13,
1992, and modified December 30, 1993, is hereby modified this
14th day of October, 1994 pursuant to G.S. 74-52.
By: f.
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

IMPORTANT
Ti
U.E/0U I rOUT,�?
CODE . / NUMBER EXTENSION
TELEPHONED
PLEASE CALL
CALLED TO SEE YOU
WILL CALL AGAIN
WANTS TO SEE YOU
URGENT
RETA RNED jCJURCA
Message A"W
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10641, b;W -4- *v/W4-14 A*D) -A:7
04424-
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N.C. Dept. of Environment, Health, and Natural Resources
3 printed on Reryded Paper

MEMO TO
FROM:
SUBJECT:
0
September 15, 1994
Tony Sample
Don Holebrooks sCr�QN
Vulcan Materials Enka Quarry (11-03)
Buncombe County
I have reviewed the additional information received on August 22, 1994 from Joe
Enderle concerning the permit modification for this mine. The modification was the upgrade
to the 25 year storm design from the 10 year design.
I do not have any problems with this upgrade.
DCH:a
I

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O rt O m m ^ m p x -1` _ _f J < m m N m `~' Z
m -+n (p m 3 W ti, S= W m =�� T = i S rt _ = TI '-•
m rt W W r+ W W O In cD O W= rt O m rt m W W .0 z D
S o —W In- m(D c o .* o s �. m cn o=_ rt o (n N ,'S7 G) N
w Z7 m a- 0 rt= � m m -• �. _ = m m a = m a 0 m

MINIMUM
CHANNEL TpP WIbTH
1 q .o F7.
5.0 PT.
5 .o F1,
Q 7 . D rT.
2T 5.4 F--r
MINIMUM
BbTTO" y,,! I ITT H
1.0 FT.
I..aFT
1,0 r=-r
I.o FT.
❑ErTH
2 , ry FT
NOTE, KIPKAP SHALL BE WELL GktADED 5ToNE, r- ax. STaNE SIZE
5HALL 8E 1.5 TIMF5 THE AVERAGE e>r -rHF :I,
,,o 5'fioNE SIzE,
I7ITCk NO .2 MAY E56 6FPA$5 , 6TRUe DITCKE5 sH*LL! BE I~INED
WU74 I'sRO514N CONT7ZOL 9ToNS / EXCEPT i4/toeE 774E SLOPE
EXC6EAS ID% [ICI VHtCF{ CjdF 17IE LrNrAIG SH/ktL BF R1PR �
To P WI 17T H J
I IL j 41�117i=1
Ikil_
<NjI�1
I[I`.lirfl�
?1C-
11.E I 1
NOTE. P L Ac.1= GRAVEL FILTER OLANKET I NMEDI AT1rL`f AFTER THE
c-�pALIND 1=bI_1NbATIoW I5 pRE.PAREb, USE NCDDT -4*57 WASHED
5-r<>NE, GIN. THICK J OA INSTEAD PLACE FILTER CLOTH I>I RECTLY
oti F©UNbA'f ION.
CRO5 s 5ECTIO11 �
1.5 MIN OkZ 1.5 TIMES MAX.
5TC)NF IIZE (,V SL.OPFS
. -E-PF rHAN 10N.
P. R.R. DITCH
NOT Ta SCALE
.aLork t.I. txI tNU tCk1` ^T
ACR055 ENTIRE FOUNt.)ATIo N of bAM
OFILE SECTION of ROCK DAM MO.
NOT T4 5GA i-E
NOTEIS= L
I. LINE KEYWAY WITH A IEoTEXTILE FILTER FABRIC. AND EXTEND FROM THE
KEYWAY To THE DOWNSTKlrAM EDGE o>= THE APRbN-. FABRiL MU5T ALSO
RUN LjIVDE;7\ THE DAK'S ABUTMENTS.
CRO
SECT! O
0
OCK DAM N
NOr TO sGAL.I✓
0.1
Q FT m tN
NbTEs
c_oWs7'RUCT "TmA.R Wr rH WVLL-AVA-I>E'D 'RIPFAr, L,— -7. ki. , MA -A. 5TbtJF = 15 Ito
2. PLACE FrLTEK �I.OTH OW THE FoUt4DA.TIotj BEL-r-W RIPIRAP � t-.-CAVATE kFYWAY
/ -rKENC.H ACROSS KIF-KAP F_0UNDATIdN A14D UP THE SIDES TO THE HEIGHT aF
THE DAM. PLA,_F PL-TER FABKK_ F kn M KEYWAY, TC> T�nWNS`rFtEAM EDC-1,F OF
T'HE FABRIC MUST ALsO RLJtJ UNDER THE APu-rMENTrs.
GROSS 5EGr 0K J of ROCK DAM NO.2.
P-I Pf2AP FROM
FAGE OF DAM Ta D rr6H
No. 2A
I- 5 FT (Mrrl)
ELEV. of Tc.P ZZ(,a i
2.0
311
ROM
64 s.o F7.
SECTION
NGDoT --ti 57
WASHED 51-ONE.
1.0 Ff.
EL5U 2 z S4'.
OCK DAM N O. Z
hjcT To 5cA t- E .
PLAN VIEW of ROCK DAM MO.
NOT' To -6GAUE
,`���uitreryrr
*•' ,�, CA A�'%
1f.,
a
S
�i rl � •'
I,�rr J, �e
r�rrrirtitr3l'��++�
I II�IL=
III��
Backfiil min 8"
thick layer of gravel
A
81, r
t- 14 '
Compacted fill
i Filter fabric
i llll l�
V-trench
Extension of of fabric and wire
into the trench
Filter fabric—)P VfjJ)�1
A - _ were
�I I I'.Ia-I�i�I��I
51 LT E DETA I L
NoT'ro ��LE
e; (704) 2sv-2Bo4
ENDERLE ENGINEERING
46 HAYWOO❑ STREET, SUITE 201 ASHEVILLE NC 28801

CHANNEL
1
MINIMVM
TpP WIpTH
4 .a FT.
5 .o FT.
1
g .O Fr-
7 .0 ►l,
2A
5.4 FT.
MINIMUM
BaTTO&I WIDTH
1. o FT
f 0 FIT.
I .--;l FT
I , o FT
I . o Pr-
DErTH
2. c> FT
NOTE, RIPKAP SHALL BE WELL 4kADEij 5ToNE, MAX. SIZE
sHA.LL $E 1.15 TIMES THE AVERAC}E apC ?HE d,,o STONE SIZE.
DITCH ?40.2 NtA( E36 4KA55. OTftrZ D(TCItES sh4A�IrLL, BE LINUA
WfT)4 EROSION CONTRnL 9TDNS 6XCEP"r WhMe 774E Si.deE
Ey'CEEpS f o % / (u Il "Ir-k CASF TPE 4-1NlIIG SHAD- BF RZIPP-^f
T^ aft % . /...f 4 J
i Ili i Ili 11=141.J1 i �
Itl=lllrll �t
111=ltbl�
Nc)TE-. PLACE GRAVEL FIL`rER BLANKET INMEDIATR= Y APIER THE
<5�FNC>UNo FaL NlbA-TI0W 15 USE iNCDOT A*57 �/ASHED
f>T<�>NE, G I W THICK ./ DR INIS-rEA.D PLA611F FILTER CLOTH dl RECTLY
ot,� FoUNDATIoN.
055 SECT 1OR1
1.5r MIN dR 1.5 TIMES MAY.
STONE SIZE Ca SLopEs
STF-F-PC-K T'HAN 14 /
TY P. R.R. D ITC H
Na r 'fQ se -Aix
i� ACRO55 CNTIRE FoUNbATION DAM
PROFILE SECTIOM o ROCK DAM INO- I
Nor rto 15c A s-I;
hIoTF!S:
I. LIKE KEYWAY WIT- A C-{Ea-MXTILE FILTER FABRIC AND EYrENP FROM THE
KEYWAY Ta THE D0WN5TRREAM ED417 OF THE APRON FABRIC- MUS-F ALSO
RUN UNDER THE DAMS ABUTMENTS.
OSS SECTIO
OCK DAM NO. i
NOT" TO 6CAL�---
41
13
f A rn Fr MIN.
I. GONS'ML# --T -nRAQ WITS-! W1nLL-yKAbEb RIPKAF., JSi:0= 9ru. , MAX. 5-1-ON = 15 III.
2. FL -AGE FrLTEK GLeTH aN THE: F0(JRt)*,T10N BELCW RIPRAP � r-AcA,iATE KFYWAY
"r W� ,ICH ACKoss KIPRAP FOUNDATIaN AN
P UP THE sID!~S TQ THE wIFIGHT aF
THE DAM, PLrAGE FILrE-R FAJ3Kle- FR�I•'1 KE(WAY-T4---1 EDGE OF
-I-HC APRaN; FPSRIG MUST ALA R1Jt� UNDER `rHE ABUTMENTS
KI PRRAP TRANS✓ ITypn1 F ROM
F46C OF DAM TO El MCC
NO. 2A
� elf
V
5
ELEV. af-ToP Z2Go i
2.0 FY
3.1
ROM
2
51
CA DAM NOS
I')T 12> SeAL E:
5.o FT NGpaT �* 57
WASHED STONE
I.D FT,
E�LJ�U 2254'
Compacted fill
Backfill min 8"
thick layer of gravel / Filter fabric
� {Ill ����= � � • ~ 1I11 I� �.
Ill
V-trench
Extension of fabric and wire
into the trench
Filter fabrics
;11T
A-
1
5ECTI ON o ROCK DAM N O. Z DE7AIL
-r -ro 52,47 E . N pT -ro c. L -a
PslAft
PISA
NN
alb, 2
Flow
J
ILAIVL) 0UqL!
PLAN VIEW of ROCK DAM MO. I
NOr TO S �AL-1=
,����or a rejrrr.
.�, CA q
y'9
r��r,.rrr,r�s,,►
��lojlP: �70g� 2S`/- z804
ENDERLE ENGINEERING
46 HAYWOOD STREET, SUITE 201 ASHEVILLE NC 28801
SCALE N-Try APPROVED 6Y: DRAVVN eY RR

- ... . . .�...�.�r.�1J y_rYrviS t'r _-.+�.,�. .4ii-.,:%�-iv�.'�, i3i6.3'�rrti �Y'�:T•;�,�� _ ._ r- ,n r..+�y �.v _ ..___.__,j t .
i
DATE TO ASSISTANT ", DATE TO ''SAN -ZZ
LOGGED IN c3 n
MINING CHECKLIST FOR ROUTING
Company V
k /"P-/ t
Project
Name
" N ka _Q
Permit No.
County
Date
Received - Z
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal L1-eModification ❑ Transfer ❑ Release
Additional Information ❑ Fee Needed
❑ Fee Received: Amount
Please route to:
AsField Office
❑ Wildlife Resources Commission
* ❑ Archives and History
❑ other:
Date Routed
Date Routed
Date Routed
Date Routed
Suspense Date for Comments: 9-T - gT (Date received +30 days,
not on weekend)
❑ Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

•
•
August 18, 1994
Mr. Tony Sample
Land Quality Section
P.O. Box 27687
Raleigh, NC 27611-7687
Re: Enka Quarry
Permit No. 11-03
Dear Mr. Sample:
UU11an
Materials Company
f
- MMM cJ Y
LAN�=SEcrronr
I appreciate your contacting me regarding the modification of the
Enka Quarry permit. As requested, we have had our consulting
engineer, Mr. Joseph Enderle, make the necessary revisions. Three
sets of the revised calculations and details are enclosed for your
review and approval.
Thanks very much for making us aware of your recommendations with
a phone call; this allowed us to respond in a much quicker manner.
Should you have questions or require additional information in the
above matter, please contact Chris Scott or me.
:Sincerely,
Mike Poplin
Environmental Engineer
cc: Julian McLellan
Chris Scott
107m
MIDEAST DIVISION 1 P.O. BOX 4239 • WfNSTON-SALEM, NORTH CAROLINA 27115-4239 + TELEPHONE [phone]

ENDERLE ENGINEERING
46 Haywood Street, Suite 201
Asheville, NC 28801
August 12, 1994
Mr. Chris Scott
Vulcan Materials Company
Mideast Division
P.O. Box 4239
Winston Salem, NC 27115-4239
Re: Mining Permit Modification Request
Enka Quarry; Permit No. 11-03
Buncombe County
Dear Chris:
I contacted Tony Sample in Raleigh and discussed the project with him.
Relatively minor changes were caused by using the 25 year storm instead of the
10 year storm and this should not affect construction in any way.
Enclosed please find one mylar sepia and one blueline print, of Drawing No.
023794-03C and revised data sheets.
There wasn't any problem with the rock dam.
Please call if there are any questions about the enclosed.
Sincerely,
ENDERLE ENGINEERING
Joseph J. Enderle,'P.E.
JJE:ab
Enclosures
P. 0. Box 5244
Asheville, NC 28813-5244
TEL: [phone]
FAX: [phone]

SUMMARY OF DRAINAGE BASIN INFORMATION
BASIN NO. 1
1. RUNOFF:
CFS
FROM DITCH 1
52.4
DITCH 1A
17.0
DITCH 1B
10.5
OVERLAND
1.9
TOTAL RUNOFF
81.8
WEIR:
LENGTH
26.0'-
FLOW DEPTH
1.0
FREEBOARD
1.0
WEIR EL.
2243.0
2. SEDIMENT:
DISTURBED AREA
7.7 ACRES
SED @ 1800 CF/ACRE/YR
13,860 CF
STORAGE PROVIDED
.16,000 CF
3. BASIN DESCRIPTION:
TOP EL.
2245.0
WEIR EL.
2243 = TOP OF POOL
BOTTOM EL.
2239
AREA @ BOTTOM
2,750 SF
AREA @ TOP OF POOL
5,250 SF
BASIN NO. 2
1. RUNOFF:
CFS
FROM DITCH 2
14.3
WEIR:
LENGTH
6.0'
FLOW DEPTH
0.9'
FREEBOARD
1.1'
i
2. SEDIMENT:
DISTURBED AREA
2.9 ACRES
SED. @ 1800 CF/ACRE/YR
5,220 CF
STORAGE PROVIDED
5,900 CF
3. BASIN DESCRIPTION
TOP EL.
2260
WEIR EL.
2258 = TOP OF POOL
BOTTOM EL.
2254
AREA @ BOTTOM
925 SF
AREA @ TOP OF POOL
2117 SF
Revised 8/12/94

TO DRAINAGE BASIN 1
DISTURBED AREA: 7.7 ACRES = 13,860 CF/YR SEDIMENT
DRAINAGE AREAS:
1. TO DITCH 1 - ACRES
PREV. GRADED AREAS 2.0
PVMT & ROOFS 0.5�
AGRICULT.& WOODED 13.3
TOTAL 15.8
WEIGHTED Oct = 0.42
Q = A*C*I
25 YR: Q25 = 15.8 * .42 * 7.9 = 52.4 CFS
2. TO DITCH 1A ACRES
PREV. GRADED AREAS .3
SPOIL AREA 4.0
TOTAL 4.3
WEIGHTED 'C' = .50
Q = A*C*I
25 YR: 025 = 4.3 * .5 * 7.9 = 17.0 CFS
3. TO DITCH 1B ACRES
PREV. GRADED AREAS 0.3
SPOIL AREA 2.4
TOTAL 2.7
WEIGHTED 'C' = .49
Q = A*C*I
25 YR: Q25 = 2.7 * .49 * 7.9 = 10.5 CFS
4. TO BASIN 1 (NOT IN DITCHES) ACRES
PREV. GRADED AREAS .3
SPOIL AREA .2
TOTAL .5.
WEIGHTED Oct _ .47
Q = A*C*I
25 YR., Q25 = .5 * .47 * 7.9 = 1.9 CFS
F
Oct
.45
.85
.40
'C'
.45
.50
' C '
.45
.50
i
'C'
.45
.50
Revised 8/12/94

TO DRAINAGE BASIN 2
DISTURBED AREA: 2.9 * 1800'= 5,220 CF/YR SEDIMENT
DRAINAGE AREAS:
TO DITCH 2 ACRES 'C!
PREY. GRADED AREAS 0.8 .45
SPOIL AREA 2.9 .50
TOTAL 3.7
WEIGHTED 'C' = .49
25 YR: Q25 = A*C*I =
Q25 = 3.7 * .49 * 7.9 = 14.3 CFS
r
Revised 8/12/94

DITCHES
VALUES FOR MANNING'S
STONE .035
GRASS .045
DITCH 1. STONE
AVG SLOPE: HIGH PT = 2250
LO PT = 2240
LENGTH = 375
AVG SLOPE =.0267
Q = 52.4 CFS
V = 6.49 FPS DEPTH OF FLOW = 1.78
1' BOTTOM*, 2' DEPTH, 9' TOP
*MAY BE GREATER TO ACCOMMODATE EXCAVATION EQUIPMENT
DITCH 1A. STONE
AVG SLOPE=.(2298-2240)/620 = .0935
Q = 17.0 CFS
V = 7.8 FPS DEPTH OF FLOW = 0.82
1' BOTTOM, 1' DEPTH, 5' TOP
DITCH 1B, STONE
AVG SLOPE _ (2300-2240)/600 = .10
Q = 10.5 CFS
V = 7.06 FPS DEPTH OF FLOW = 0.65
1' BOTTOM, 1' DEPTH, 5' TOP
DITCH 2. GRASS
AVG SLOPE _ (2298-2265)/1150 = .0287
Q = 14.3 CFS
V = 3.98 FPS DEPTH OF FLOW = 1.11
1' BOTTOM, 1.5' DEPTH, 7' TOP
i
DITCH 2A, STONE
AVG SLOPE _ (2254-2247)/110 = .0636
Q = 14.3 CFS
V = 6.46 FPS DEPTH OF FLOW = 0.83
1' BOTTOM, 1' DEPTH, 5' TOP
Revised 8/12/94

ENDERLE ENGINEERING
45 Haywood Street, Suite 201
Asheville, NC 28801
August 12, 1994
Mr. Chris Scott
Vulcan Materials Company
Mideast Division
P.O. Box 4239
Winston Salem, NC 27115-4239
Re: Mining Permit Modification Request
Enka Quarry; Permit No. 11-03
Buncombe County
Dear Chris:
I contacted Tony Sample in Raleigh and discussed the project with him.
Relatively minor changes were caused by using the 25 year storm instead of the
10 year storm and this should not affect construction in any way.
Enclosed please find one mylar sepia and one blueline print; of Drawing No.
023794-03C and revised data sheets.
There wasn't any problem with the rock dam.
Please tail if there are any questions about the enclosed.
Sincerely,
ENDERLE ENGINEERING
Joseph J. Enderle, 'P.E.
JJE:ab
Enclosures
P. 0. Box 5244
Asheville, NC 28813-5244
TEL: [phone]
FAX: [phone]

SUMMARY OF DRAINAGE BASIN INFORMATION
BASIN NO. 1
1. RUNOFF:
CFS
FROM DITCH 1
52.4
DITCH IA
17.0
DITCH 1B
10.5
OVERLAND
1.9
TOTAL RUNOFF
81.8
WEIR:
LENGTH
26.01.
FLOW DEPTH
1.0
FREEBOARD
- 1,0
WEIR EL.
2243.0
2. SEDIMENT:
DISTURBED AREA
7.7 ACRES
SED @ 1800 CF/ACRE/YR
13,860 CF
STORAGE PROVIDED
-16,000 CF
3. BASIN DESCRIPTION:
TOP EL.
2245.0
WEIR EL.
2243 = TOP OF POOL
BOTTOM EL.
2239
AREA @ BOTTOM
2,750 SF
AREA @ TOP OF POOL
5,250 SF
BASIN NO. 2
1. RUNOFF:
CFS
FROM DITCH 2
14.3
WEIR:
LENGTH
6.0'
FLOW DEPTH
0.9'
FREEBOARD
1.1'
i
2. SEDIMENT:
DISTURBED AREA
2.9 ACRES
SED, @ 1800 CF/ACRE/YR
5,220 CF
STORAGE PROVIDED
5,900 CF
3. BASIN DESCRIPTION
TOP EL.
2260
WEIR EL.
2258 W TOP OF POOL
BOTTOM EL.
2254
AREA @ BOTTOM F
925 SF
AREA @ TOP OF POOL
2117 SF
Revised 8/12/94
L'1

TO DRAINAGE BASIN 1
DISTURBED AREA: 7.7 ACRES = 13,860 CF/YR SEDIMENT
DRAINAGE AREAS:
1. TO DITCH 1 - ACRES
PREV. GRADED AREAS 2.0
PVMT & ROOFS 0.5
AGRICULT.& WOODED 13A
TOTAL 15.8
WEIGHTED 'C' = 0.42
0 = A*C*I
25 YR: Q25 = 15.8 * .42 * 7.9 = 52.4 CFS
2. TO DITCH 1A ACRES
PREV. GRADED AREAS t:.3
SPOIL AREA 4_0
TOTAL 4.3
WEIGHTED 'C' = .50
0 = A*C*I
25 YR: 025 = 4.3 * .5 * 7.9 = 17.0 CFS
3. TO DITCH 18, ACRES
PREV. GRADED AREAS 0.3
SPOIL AREA 2.4
TOTAL 2.7
WEIGHTED 'C' = .49
0 = A*C*I
25 YR: Q25 = 2.7 * .49 * 7.9 = 10.5 CFS
4. TO BASIN 1 (NOT IN DITCHES) ACRES
PREV. GRADED AREAS .3
SPOIL AREA .2
TOTAL .5.
WEIGHTED 'C' _ .47
Q = A*C*I
25 YR: 025 = .5 * .47 * 7.9 = 1.9 CFS
'C'
.45
.85
.40
'C'
.45
.50
ICt
.45
.50
'C'
.45
.50
Revised 8/12/94

TO DRAINAGE BASIN 2
DISTURBED AREA: 2.9 * 1800'= 5,220 CF/YR SEDIMENT
DRAINAGE AREAS:
TO DITCH 2 ACRES 'C
PREV. GRADED AREAS 0.8 .45
SPOIL AREA 2!9 .50
TOTAL 3.7
WEIGHTED 'C' _ .49
25 YR: Q25 = A*C*I =
025 = 3.7 * .49 * 7.9 = 14.3 CFS
Revised 8/12/94

•
DITCHES
VALUES FOR MANNING'S 'n'
STONE .035
GRASS .045
DI_TCH_1, STONE
AVG SLOPE: HIGH PT = 2250
LO PT = 2240
LENGTH = 375
AVG SLOPE =.0267
Q = 52.4 CFS
V = 6.49 FPS DEPTH OF FLOW = 1.78
1' BOTTOM*, 2' DEPTH, 9' TOP
*MAY BE GREATER TO ACCOMMODATE EXCAVATION EQUIPMENT
DITCH 1A. STONE
AVG SLOPE=.(2298-2240)/620 = .0935
0 = 17.0 CFS
V = 7.8 FPS DEPTH OF FLOW = 0.82
1' BOTTOM, 1' DEPTH, 5' TOP
DITCH 1B, STONE
AVG SLOPE = (2300-2240)/600 = ..10
Q = 10.5 CFS
V = 7.06 FPS DEPTH OF FLOW = 0.65
1' BOTTOM, i' DEPTH, 5' TOP
DITCH 2. GRASS
AVG SLOPE = (2298-2265)/1150 = .0287
Q = 14.3 CFS
V = 3.98 FPS DEPTH OF FLOW = 1.11
1' BOTTOM, 1.5' DEPTH, 7' TOP
DITCH 2A, STONE
AVG SLOPE _ (2254-2247)/110 = .0636
Q = 14.3 CFS
V = 6.46 FPS DEPTH OF FLOW = 0.83
1' BOTTOM, 1' DEPTH, 5' TOP
Revised 8/12/94''

i •
N.C. Department of Environment, Health, and Natural Resources
Di%ision of Land Resources, Land Quality Section
Telephone Log
Shcct 4 of 1
Timc: • np ❑ am
a pm
Call: Plactd EY Received ❑
Returned ❑
1. Project: A;j4k �f �a County:_ /3_�
2. Conversation with: / �G+e r�.ar ��w S Telephone: { )
3. Affiliation:
a. Contem of convers uon:
;41-4� r- ,
It"
w

r 1
L,J
June 21, 1994
MEMO TO: Tony Sample
FROM: Don Holebrooks
SUBJECT: Vulcan Materials, Enka Quarry (#11-03)
Gentry Disposal Site
Buncombe County
RECEIVED
DEHNR
I'M 2 31994
LAND QUALITY SECTION
I reviewed the proposed overburden disposal area with Julian McClelland of Vulcan
on June 13, 1994. We discussed that the fill slope should be seeded as soon as practical to
help control dust blowing to nearby homes.
Several buildings (house, barn, outbuilding) will be torn or burned down and the
residual material removed to an approved landfill before filling operations can begin.
Basin #1 is shown as a rock check dam but, due to the disturbed area (7.7 acres) and
watershed (15.6 acres), this probably should be revised to a perforated riser basin with
adequately designed emergency spillway.
The crossing of the small branch (at the end of ditch 2A) is shown with either a 24"
CMP or rock crossing. Additional sediment controls may be needed below these structures.
DCH:a

DATE TO ASSISTANT
LOGGED IN IRW
DATE TfrL7SAN
MffgNG CHECKLIST FOR ROUTING
Companyyt
1CAt/
.Project Name
Permit No.
11: 03
County Date
Received fie- 3 I
Reviewer
Please make copies of check to include with Central
Field Office files and log in checks.
* ❑ New ❑ Renewal LJ Modification ❑ Transfer
❑ Additional Information ❑ Fee Needed
9---Fee Received: Amount Z6_0°0b
Please route to:
Field Office
DWildlife -Resources Commission
* ❑ Archives and History
Office and
❑ Release
Date Routed
Date Routed
Date Routed
L..- Other: -lv1 4_1) 0 Ir__ Date Routed
Suspense Date for Comments: r'9 (Date received +30 days',
not 7eekend)
Q'.'
' '
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

%,7 Illy S1
aI

0 0
MINE STI'E REVIEW FORM
DEM COMMENTS
Project: V U L-c-erns-FrJiC1q / -0 3 County':' �cJ �✓Go MR if
Due:
Water Quality Issues:
1'. Watershed/Stream Name and Classification:
PL
2. Permits: YES NO
NPDES Permit Required
NPDES Permit Existing
Nondischarge Permit Required ✓
Nondischarge Permit Existing ✓
NOV Issued _,✓
Civil Penalty Assessed/Injunction
Requested ✓
3. Wetlands:
Wetlands.Disturbed
.401 Certification Required
Air Quality Issues:
Air Permit Required
Air Permit Existing
NOV Issued
Civil Penalty Assessed/Injunctio
Requested
Groundwater Issues:
Well -Permit Required
Well Permit Existing
Groundwater Contamination Problep
NOV Issued
Civil Penalty Assessed/Injunction
Requested
Comments:
Signed Date
-D©

RECEIVED
DEHNR
'. JLIA 2 2
D QUALITY SEMO
0 North Carolina Wddhfe Resources Commission ® _
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Susan B. Edwards, Mining Program Secretary
Land Quality Section
FROM: Stephanie E. Goudreau, Mt. Region Coordinator
Habitat Conservation Program f
DATE: June 20, 1994
SUBJECT: Application for mining permit modification by Vulcan
Materials Company for Enka Quarry, Buncombe County,
Mining Permit No. 11-03.
Staff field biologists of the North Carolina Wildlife
Resources Commission (NCWRC) have reviewed the mining permit
modification application submitted by Vulcan Materials Company
for the Enka Quarry in Buncombe County, and we are familiar with
the project site. These comments 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 North Carolina
General Statutes (G.S. 113-131 et seq.).
The applicant proposes to use a 18-acre site already
included on the mine permit as a disposal area for overburden.
Erosion control measures will include riprap ditches, sediment
basins, and silt fencing.
The NCWRC does not object to this permit modification,
provided the following recommendation is implemented by the
applicant:
Plant species that benefit wildlife by providing food and
cover should be added to the regular seed mixture to
stabilize areas where overburden and tailings are deposited.
Suggestions include:
Early spring: Switchgrass 8 lbs/acre
VA 70 shrub lespedeza 20 lbs/acre

1 :�� ._._
�» -- �-��
►r„� � � tom.
.., ...

.
Enka Quarry
• Page 2
Joe 20, 1994
Fall:
Rye grain
Orchard grass
White clover
30 lbs/acre
18 ibs/acre
5 lbs/acre
Thank you for the opportunity to review and comment on this
project. If you have any questions regarding these comments,
please contact me at 704/652-4257.
cc: Mr. Micky Clemmons, District 9 Fisheries Biologist
Mr. Joffrey Brooks, District 9 Wildlife Biologist
Mr. David Yow, District 9 Environmental Coordinator
Mr. James W. Smack, Vulcan Material Company

�t.:�r��-1,:�'ty`���It�7""•r SF'ii i'+�"�,.aG1.,: Y;'i:" .�r:ti:.:i.1:'�3i�;i„e, -i`` C'r.`i. :. _ .. ,. ,
DA'PE TO ,ASSISTANT — DATE TO USAN _
LOGGED IN 0V,
NIINING CHECKLIST FOR ROUTING
Company V& It A%1 Project Name
Permit No. -21 County k►.JrDate Received 6-3 -11
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal LJ Modification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
DFee Received: Amount Z 15�0,a o
Please route to:
L"J Asie� Field Office
19 Wildlife Resources Commission
* ❑ Archives and History
D-- Other : ,i e^ -1v.. 41�y 04�91c I --
Date Routed -6 _-9
Date Routed
Date Routed
Date Routed
Suspense Date for Comments:_ �-1-4 4 T (Date received +30 days,
not on weekend)
❑ Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

State of North Cata
Department of Environment,
Health and Natural Resources
DMskon of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P,E.
Director and State Geologist
June 6, 1994
MEMORANDUM
4, L�Allllllllk
�EHIVR
To: Ms. Stephanie Goudreau
Habitat Conservation Program Coordinator
Wildlife Resources
-�{Commission
From: Susan B. Edwardsv
Mining Program Secretary
Land Quality Section
Re: Mining Permit Modification Request for Vulcan Materials Co.
Enka Quarry - Permit No. 11-03
Buncombe County
Please find attached for your review a copy of the mining permit
application for the above referenced project.
Please review this information and advise as to the probability of this
operation having unduly adverse effect on wildlife and freshwater fisheries
(G. S. 74-51 (2)). Please respond by July 1, 1994 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 O VICE.
Your continued cooperation in the review of these type requests is
greatly appreciated. Please contact Mr. Tony Sample at [phone] if you
have any questions.
SBE
Attachments
cc: Mr. Richard Phillips
Geological Survey Section
[phone]
FAX: [phone]
Land Quality Section
[phone]
FAX: [phone]
Geodetic Survey Section
[phone]
FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 1096 post -consumer paper

CHRIS SCM
SENIOR MINING EN&NEEF1
MIDIEAST DIVISION
Mr. Tracy E. Davis
NC DEHNR
Land Quality Section
512 N Salisbury Street
Raleigh, NC 27611
•
UU11an
Materials Company
June 2, 1994
Re: Permit Number 11-3; Enka Quarry
1994 Overburden Disposal Plan
Dear Mr. Davis:
•
P.D BOk 4239
WINMN-SALEM, NORTH CAROLINA 271154239
TELEPHONE [phone]WO
IA '
�4`
Enclosed for your review and approval is the application for modification of our Enka
Quarry permit which includes three copies of plans, narrative, and calculations for overburden
disposal plan. The area of application is owned by Vulcan Materials Company and referred to
as the Gentry Property. It is currently included in our mine permit but is to be modified by this
application to include a use as an overburden disposal area.
The disturbed area relating to this modification includes fill areas, erosion . control
measures, piping, and travelways which combine for a total of approximately 18 acres.
Accordingly, from your schedule of fees, attached is a check in the amount of $250.00 covering
the permit application fee.
Thank you for your attention to this application. Should you have any questions or if
I can be of assistance to you, 1 can be reached at the address or telephone number listed above.
Sincerely,
Z4'. - .7r/ -
Chris Scott
CDS:jh
Enclosures: Prints 023794-01 C, 023794-02C and 023794-03C
Narrative
Calculations
Check Number 207571 in the Amount of $250.00
cc: Julian McLellan Rodney Hobbs Russ Willard Mike Poplin

t
NORT11 CAROLtNA DF.PARTMF:NT OF ENVIRONMENT, 33EALT 3, AND NATURAL RESOURCES
1.11ND QUALITY SECTION
APPLICATION FOR A MINING PF_RMIT
(PLEASE PRINT OR TYPE)
1 . Name or Mine Enka Quarry
2. Name or Applicant Vulcan Materials Company
3. Permanent address for receipt of official trail.
Post Office Box 4239
Winston-Salem, NC 27115-4239
4. Mine ,K rice Address Highway 19 & 23 South
Enka, NC 28728
5. Mi.00 Manager Julian McLellan
county Buncombe
'Telephone [phone]
9'el.ephone ( 704 ) _ 255-8561
We hereby certify that all details contained in this Permit Application
are true and correct: to the bo.st of our knowledge. We fully understand that
any willful misrepresentation of facts will be cause for permit revocation.
"Signature Date 06/02/94
Print Nwne es W. Smack
Title, President - Mideast Division
*The Land Quality Section should be notified of change in permanent address or
telephone number.
"Signaturo of company officer required.
G.S. 74-51 provides that the Department shall grant ur deny an application for a
permit within 90 days of receipt of a complete application or, if a public hearing
is held, within 30.days following the hearing and -the filing of any supplemental
informaLlon required by the Department. All questions must be addressed and all
required maps provided before t.hAs application can be considered complete Attach
additional sheets as needed.
1

APPLICATION FOR A MINING PERMTT
A. GENERAL CHARACTERISTICS OF MINE. �
1. Total acreage at site covered by this permit application:
Acres owned 18 Acres leased ]Property owner if leas d
Thin 18 acres. is- currentjD r`rhitted as part of perms 0. ` 11-3 which covers 27 . acres. Th 18
acres i s to e a en gg • a a ow Tor. over_ ur en l the
erosion,rz°n aFr�e 0r a.'!� ma�eexoial..,'_ tea: Granite Gneiss
3. Mining methud: Hydraulic Dredge Underground Shovel &
Truck Uragline & Truck Se f-1 t}o gcra er
other (explain) Overburden disposalaided y LrcKS o pails
4. a. Expected maximum depth of mine (feet)-0- Reference elevation:2300'
b. Expected average depth of mine (feet):(- Fill heights to 75'
S. Has any area(s) at this -site been mined in the past? Yes- No If no, pro-
ceed to Question n.
a. Acreage of previously affected land(s) at present site that has not been
reclaimed: acres (identify all areas on your mine map).
b. When and by whom was this activity conducted?
c. Acreage of previously affected land at present site that has been reclaimed:
acrns (.i6 entify all areas on your mine map).
d. Wheu and by whom was this activity conducted?
e. Do you wish to exclude any areas noted in 5a or c from this permit application?
Yes No If yes, how much? Acres (identify all
areas on your mine map).
6. Present (premining) use of the land (estimate.acreage-for each):
Cropland ((ll ac Pasture 0 . ac Forestry 1 ac Fish/Wildlife 0 ac
Recreation ac Other J_ ac
1. Proposed land use after mining and reclamation has been completed
(estimate acreage for each):
Cropland_0 ac Pasture 0 ac Forestry 0 ac Fish/Wildlife 0 ac
Recreation 0 ac Other 18 ac
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
1. Number of years -for which permit .is requested (10 years maximum).
10
2. Total affected acreage to be disturbed during initial year of operation:
a.
Area
used
for
tailing ponds
acres
b.
Area
used
for
stockpiles
acres
c.
Area
used
for
waste piles
acres
u.
Area
used
for
processing plants and onsite haul roads
I�acres
n .
Area
of mine
excavation(s)
act,es
f.
TOTAL a-e
-iacres
3. Estimate the maximum amount of land to be disturbed and unreclaimed
at anv one time during the life of the permit. 18 acres
2

7
ENKA QUARRY
BUNCOMBE COUNTY, NORTH CAROLINA
1994 OVERBURDEN DISPOSAL PLAN
AND
EROSION CONTROL PLAN
GENTRY SITE
PERMIT NO. 11 - 3
Prepared for
VULCAN MATERIALS COMPANY
Joseph J. Enderle, P.E.
Enderle Engineering
46 Haywood Street, Suite 201
Asheville, North Carolina 28801
Project No. 023794
MIDEAST DIVISION
t I l 1 r,,,,,
,,•�� CA RQ�,•.,
�q4 Gry • . -i� ;
Q � =
'• FNCENEf� �,

NARRATIVE
The site for the proposed 1994 land filling operation is a portion
of the Vulcan Materials Company property off U.-S. 19 & 23 in Enka,
N.C. Specifically, it is in the southernmost portion of the Vulcan
property, bounded on the south, east and west by Queen Road and
several private properties, and on the north by Vulcan's main quarry
operations. Portions of the site are currently in woods and pasture
and portions are bare. The topography indicates that fill materials
have been placed on portions of the site previously.
Materials to be used for the fill will be obtained by stripping
overburden from a site at the south edge of the current pit.
Reference is made to Enderle Engineering Drawing No. 023794-01C for
the relative locations of the areas to be affected by these
operations. After removal of overburden, the stripped area will be
used to expand the rock quarry. After completion of mining
activities, the quarry area will eventually become a lake and other
affected areas will be treated as required by the Approved
Reclamation Plan contained in the operating permit for this quarry.
Both the area to be stripped of overburden and the area to be filled
are located within the boundary of the original mining permit and
approval of the proposed operations is sought as a modification of
the current operating permit.
An undisturbed buffer of 25' or more will be. maintained on the
south, east and west, between disturbed areas and adjacent private
properties. The site is adjacent to the area to be stripped and
there should be no danger of off -site tracking of earth by
equipment.
For calculation purposes, the Main Fill has been divided into two
areas; Main Fill -West and Main Fill -East. The dividing line
coincides with the existing 'ridge line' of the previous fill. This
ridge line, extended to Queen Road, also marks the division of off -
site storm drainage into two drainage swales, one trending northeast
and the other northwest. Both of these swales end in depressions in
the topography at approximate latitude N 6000, from which points the
discharge is conveyed by existing pipes to other areas of the quarry
property.
Much of the area around the eastern drainage swale is wooded and a
residential community of mostly mobile homes is located adjacent to
the property line. Therefore, the proposed fill has been held well
back from the property line in this area. As much as possible,
runoff from proposed fill areas is directed away from this drainage
Swale and it is left undisturbed.

Narrative
Project No. 023794
April 20, 1994
Page 2
On the west side of the main fill area, the existing pipe is covered
by a moderate amount of fill and discharges into a long ditch that
will receive up to 60' of new fill. Because of the length of pipe
that would be required here and tailwater from the proposed Drainage
Basin No. 1, outlet conditions control the design of the pipe. A
36" diameter CMP would be required for a 25 year design storm.
Approximately 500 l.f. of new pipe would be required, with an
additional 200 l.f. if the existing pipe is determined to be not
suitable for continued use under the higher fill. Because of the
length of pipe and the high fill, an open cut is preferred for
conveyance of the storm drainage from the existing depression to the
proposed new drainage basin. The pipe is shown on the Erosion
Control Plan as an alternative to the open cut if severe rock
problems should be encountered in the excavation for the open cut,
It is proposed to use the existing graded surfaces as much as
possible for a haul route from the area to be stripped to the Main
Fill area. This sloped bench will also allow for installation of
two protected ditches to intercept most of the runoff from the new
fill areas. This runoff will be directed to Drainage Basins Nos. 1
and 2. The only proposed fill area not draining into one of the
protected ditches will be the East Side Fill, if constructed. A
silt fence is proposed along the base of this fill to trap sediment.
Following are descriptions of various elements of the erosion
control plan.
Drainage Basin No._1_
This basin will receive runoff from off the site as well as
potentially sediment -laden runoff from the proposed fill and from
the open cut (ditch 1). It is estimated that approximately 7.7
acres of disturbed area will drain to this basin and runoff will be
received from an additional 15.6 acres for a total of slightly over
23 acres. It is proposed to form this basin by constructing a rock
dam across the existing ditch below the toe of the fill and the
outlet of proposed ditch No. 1. Reference is made to sheet No. 3 of
the drawings for additional details.
Drainage Basin No. 2
This basin will not receive off -site runoff but will only receive
potentially sediment -laden runoff from about 2.9 acres. This basin
will be constructed on and in existing soil materials with a rock
dam for control and possible excavation to form a portion of the
basin. Reference is made to sheet No. 3 of 'the drawings for more
details on this basin.

Narrative
Project No. 023794
April 20, 1994
Page 3
Silt Fence
Construction of the East Side Fill, if used, will result in a
disturbed area of about 0.5 acre. The area below the toe of this
fill is fairly level and installation of approximately 400' of silt
fence is proposed to intercept any sediment from the fill.
Protected Ditches
Three ditches are proposed along the toe areas of the new Main Fill.
With moderate slopes and low volume of runoff, protection of most
sections of these ditches can be provided with Class A Stone for
Erosion Control. The lower portions of ditches 1A and 1B may
require some Class B stone if experience proves that the Class A is
not sufficient. Temporary failure of the lining and erosion of the
ditches will not result in off -site sedimentation. Ditch No. 2 has
an average slope of about 2% and may be protected with grass if
preferred over stone.
Enclosures
Attached are the following items:
Fill volume calculations;
Silt basin volume determinations;
Protected ditch designs;
Pipe sizing Calculations

ENDERLE EWEERING
EARTHWOROWLCULATIONS
VULCAN MATERIALS COMPANY-ENKA QUARRY
OVERBURDEN DISPOSAL PLAN, GENTRY SITE
MINING PERMIT NO. 11-3
EARTHWORK VOLUMES
Elev.
it.
Planimeter
Reading
Volume
C.Y.
Cum. Vol.
C.Y.
Planimeter
Reading
Volume
C.Y.
Cum. Vol.
C.Y.
2237
0.00
501.14
2240
1.37
501.14
3072.70
2245
1.99
3573.85
4151.81
2250
2.55
7725.65
6703.25
2255
4.78
14428.90
10480.11
2260
6.68
24909.01
14110.65
2265
8.75
39019,66
16588.93
2270
9.39
55608.60
0.00
16698.67
884.01
2275
8.87
72307.27
1.45
884.01
16378.60
3145.86
2280
9.04
88685.87
1 1.99
4029.87
18042.98
4481.02
2285
10.69
106728.85
2.91
8510.90
20512.12
5989.94
2290
11.74
127240.97
3.64
14500.84
22551.44
6758.12
2295
12.92
149792.41
3.75
21258.95
27416.55
8870.60
2300
17.06
1
1 177208.96
5.95
1
30129,55
Total cumulative volume to El. 2300= 207338.52
NOTES:
Drawing scale: 1 "=100'
Planimeter Factor: 16.00/16.20 or 16.20=16.00*1044 sq. tt.
Volume= (Avg. P.R.)*(16.00116.20)*(Dill. Elev.)*(10000127)
Date printed: 94:04:15

ENDERLE EIWEERING
EARTHWORSKLCULATIONS
VULCAN MATERIALS COMPANY-ENKA QUARRY
OVERBURDEN DISPOSAL PLAN, GENTRY SITE
MINING PERMIT NO. 11-3
EARTHWORK VOLUMES
LOOMMOMWAYM
-
--
_.
-
--Volume
.--_.
llopm
r
®
I
1
1
• II
r
�
I
r
.,
t
■E�1
1
1
�
1
1 1 •:
�
1
•
1
1
,: :1
1
I I
�
1
--Total side fill volume to El. 2245= 6715.44 Total open cut volume=-8095.11
NOTES:
Drawing scale: 1 "=100'
Planimeter Factor: 16.00/16.20 or 16.20=16.00*10^4 sq. ft.
Volume= (Avg. P.R.)*(16.00/16.20)*(Dill. Elev.)*(10000127)
Date printed: 94:04:15

BASIN NO. 1
BASIN NO. 2
SUMMARY OF DRAINAGE BASIN INFORMATION
1. RUNOFF:
CFS
FROM DITCH 1
46.5
DITCH 1A
15.1
DITCH 1B
9.3
OVERLAND
1.6
TOTAL RUNOFF
72.5
WEIR:
LENGTH
24.0'
FLOW DEPTH
1.0
FREEBOARD
1.0
WEIR EL.
2243.0
2. SEDIMENT:
DISTURBED AREA
7.7 ACRES
SED @ 1800 CF/ACRE/YR
13,860 CF
STORAGE PROVIDED
16,000 CF
3. BASIN DESCRIPTION:
TOP EL.
2245.0
WEIR EL.
2243 = TOP OF POOL
BOTTOM EL.
2239
AREA @ BOTTOM
2,750 SF
AREA @ TOP OF POOL
5,250 SF
1. RUNOFF:
CFS
FROM DITCH 2
12.7
WEIR:
LENGTH
6.0'
FLOW DEPTH
0.8'
FREEBOARD
1.2'
2. SEDIMENT:
DISTURBED AREA
2.9 ACRES
SED. @ 1800 CF/ACRE/YR
5,220 CF
STORAGE PROVIDED
5,900 CF
3. BASIN DESCRIPTION
TOP EL.
2260
WEIR EL.
2258 = TOP OF POOL
BOTTOM EL.
2254
AREA @ BOTTOM
925 SF
AREA @ TOP OF POOL
2117 SF

TO DRAINAGE BASIN 1
DISTURBED AREA: 7.7 ACRES = 13,860 CF/YR SEDIMENT
DRAINAGE AREAS:
1. TO DITCH 1 ACRES
PREV. GRADED AREAS 2.0
PVMT & ROOFS 0.5
AGRICULT & WOODED 13.3
TOTAL 15.8
WEIGHTED 'C' = 0.42
Q = A*C*I
10 YR: Do = 15.8 * .42 * 7.0 = 46.5 CFS
2. TO DITCH 1A ACRES
PREV. GRADED AREAS 0.3
SPOIL AREA 4.0
TOTAL 4.3
WEIGHTED 'C' = .50
Q = A*C*I
10 YR: DID = 4.3 * .5 * 7.0 = 15.1 CFS
3. TO DITCH 1B ACRES
PREV. GRADED AREAS 0.3
SPOIL AREA 2_4
TOTAL 2.7
WEIGHTED 'C' = .49
Q = A*C*i
10 YR: DID = 2.7 * .49 * 7.0 = 9.3 CFS
4. TO BASIN 1 (NOT IN DITCHES) ACRES
PREV, GRADED AREAS .3
SPOIL AREA _2
TOTAL .5
WEIGHTED 'C' = .47
Q = A*C*I
10 YR: Qyd = .5 * .47 * 7.0 = 1.6 CFS
'C'
.45
.85
.40
'c'
.45
.50
'C'
.45
.50
'Cl
.45
.50

TO DRAINAGE BASIN 2
DISTURBED AREA: 2.9 * 1800 = 5,220 CF/YR SEDIMENT
DRAINAGE AREAS:
TO DITCH 2 ACRES 'C`
PREV. GRADED AREAS 0.8 .45
SPOIL AREA 229 .50
TOTAL 3.7
WEIGHTED 'C' _ .49
10 YR: Qla = A*C*I =
Q,n = 3.7 * .49 * 7.0 = 12.7 CFS

•
E
DITCHES
VALUES FOR MANNING'S 'n'
STONE .035
GRASS .045
DITCH 1, STONE
AVG SLOPE: HIGH PT = 2250
LO PT = 2240
LENGTH = 375
AVG SLOPE =.0267
Q = 46.5 CFS
V = 6.3 1.69 DEPTH OF FLOW
1' BOTTOM*, 2' DEPTH, 9' TOP
*MAY BE GREATER TO ACCOMODATE EXCAVATION EQUIPMENT
DITCH 1A STONE
AVG SLOPE _ (2298-2240)/620 = .0935
Q = 15.1 CFS
V = 7.6 0.78 DEPTH OF FLOW
1' BOTTOM, 1' DEPTH, 5' TOP
DITCH 1B, STONE
AVG SLOPE _ (2300-2240)/600 = .10
Q = 9.3
V = 6.8 0.61 DEPTH OF FLOW
1' BOTTOM, 1' DEPTH, 5' TOP
DITCH_ 2, GRASS
AVG SLOPE _ (2298-2265)/1150 = .0287
Q = 12.7
V = 3.83 1.06 DEPTH OF FLOW
1' BOTTOM, 1.5' DEPTH, 7' TOP
DITCH 2A, STONE
AVG SLOPE _ (2254-2247)/110 = .0636
Q = 12.7
V = 6.3 0.79 DEPTH OF FLOW
1' BOTTOM, 1' DEPTH, 5' TOP

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02 = CHECK DISCHARGE , SAY 0so DR oloo � MAX. STREAM VELOCITY=
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COMPUTATION
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SUMMARY Ek RECOMMENDATIONS:
IJS/f 36 �� GAP w"t�l �:7i�p�-�s-o✓ �ocr r� or�r� ts-�d :�/PZ`
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OUTLET CONTROL .
PIPE FLOWING FULL
ENTRANCE LOSS COEFFICIENT 0.90
FLOW RATE, CFS 4 5. 0 0- 2-
PIPE DIAMETER, INCHES 30.00
MANNING'S 'N' 0.0240
PIPE SLOPE, FT./FT. 0.0190
PIPE LENGTH, FT. 700.00
TAILWATER DEPTH, FT. , 4.00
HEADWATER DEPTH, FEET � .8 1 N G•
HW/D 8.75
OUTLET VELOCITY, FPS 9.17
ENTRANCE LOSS COEFFICIENT
FLOW RATE, CFS
PIPE DIAMETER, INCHES
MANNING'S 'N'
PIPE SLOPE, FT./FT.
PIPE LENGTH, FT.
TAILWATER DEPTH, FT.
OUTLET CONTROL
PIPE FLOWING FULL
0.90
45 . 00 r
• �QSI._... E- USE
0.0240 --
0,0190
700.00
4.00
HEADWATER DEPTH, FEET 2 .Y7 5�
HW/D 0.92
OUTLET VELOCITY, FPS 6.37

• OUTLET CONTROL 0
PIPE FLOWING FULL
ENTRANCE LOSS COEFFICIENT
FLOW RATE, CFS
PIPE DIAMETER, INCHES
MANNING'S 'N'
PIPE SLOPE, FT./FT.
PIPE LENGTH, FT.
TAILWATER DEPTH, FT.
0.90
4 0 .0 0
33.04
0,0240
0.0190
700.00
4.00
HEADWATER DEPTH, FEET r'y5 . 6 7� • .r,
HW/D 2.06
OUTLET VELOCITY, FPS 6.73
ENTRANCE LOSS COEFFICIENT
FLOW RATE, CFS
PIPE DIAMETER, INCHES
MANNING'S 'N'
PIPE SLOPE, FT./FT.
PIPE LENGTH, FT.
TAILWATER DEPTH, FT.
OUTLET CONTROL
PIPE FLOWING FULL
0.90
4 5. 0 0 F-• Z>
33.00
0.0240
0.0190
700.00
4.00
HEADWATER DEPTH, FEET -.-
HW/D 3.51
OUTLET VELOCITY, FPS 7.58

State of North Carolina
Department of Environment, Y5WA
Health and Natural Resources 1 •
Division of Land Resources r
Ift
James B, Hunt, Jr- Governor � � �..� I '*'**J F1
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
June 24, 1994
Mr. Rodney Hobbs
Area Production Manager
Vulcan Materials Company
Mideast Division
818 Tyvola Road, Suite 105
Charlotte, North Carolina 28217
RE: High Air Blast value Recorded From the Production Blast
on June 1, 1994
Enka Quarry
Mining Permit No. 11-03
Buncombe County
Dear Mr. Hobbs:
As you will recall, the letter I sent to you dated June 20,
1994 regarding this matter had an error in it. Please discard my
previous letter and replace it with this corrected letter.
This letter is in response to Mr. Julian McClellan's letter
dated June 2, 1994 to Mr. Richard Phillips, Asheville Regional
Engineer, Land Quality Section, regarding the production shot that
occurred on Wednesday, June 1, 1994. An air overpressure
measurement of 129 dbl was recorded by your company's seismograph
for this blast.
This office has reviewed the investigation report prepared by
Mr. Gene Laughrun, Technical Representative with Austin Powder
Company, dated June 2, 1994 as well as the other supporting
documentation submitted with Mr. McClellan's letter. I concur with
the recommendations outlined in .Mr. Laughrun's report. The
recommendations pertain to the following:
1) Evaluation of face conditions and rock conditions in
thinly burdened areas, in addition to the stemming
region, to insure that excess venting of explosive gas
does not take place.
2 ) Use of smaller diameter explosives, 3 to 3 1/2 inches, to
further lower the pounds of explosives per foot of each
borehole. `
Geological Survey Section Lane! Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled{ 10%post-consumer paper

Mr. Hobbs
Page 2
3) Take greater precautions in the placement of holes along
the face when designing/laying out each shot.
In order to reduce excessive airblast readings in the future,
your company. is hereby required to adhere to the above
recommendations at this site. These recommendations shall be
considered as part of the blasting requirements outlined in Mining
Permit No. 11-03. Please attach a copy of this letter to your
mining permit for this site for future reference.
I appreciate your company's acknowledgement of -these problem
areas in your blasting program and your prompt investigation and
reporting of this matter to the Department. Your company's
initiative and responsiveness in this matter should be commended
and used as an example by the industry as a whole.
Your continued cooperation regarding blasting related issues
atlyour company's operations is greatly appreciated. If you should
have any questions on the above, please contact Mr. Tracy Davis,
State Mining Specialist, at [phone].
sincerely,
t
Y- jL���
Charles H. Gardner, P.G., P.E.
CHG/TED/td
cc: Mr. Tracy Davis, P.E.
Mr. Richard Phillips, P.E.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Charles Gardner, P,G., P.E.
Director and State Geologist
Mr. Rodney Hobbs
Area Production
Vulcan Materials
Mideast Division
818 Tyvola Road,
Charlotte, North
June 20, 1994
Manager
Company
Suite 105
Carolina 28217
AV.8;WA
IDEHNR
RE: High Air Blast Value Recorded From the Production Blast
on June 1, 1994
Enka Quarry
Mining Permit No. 11-03
Buncombe County
Dear Mr. Hobbs:
This letter is in response to Mr. Julian McClellan's letter
dated June 2, 1994'to Mr. Richard Phillips, Asheville Regional
Engineer, Land Quality Section, regarding the production shot that
occurred on Wednesday, June 1, 1994. An air overpressure
measurement of 129 dbl was recorded by your company's seismograph
for this blast.
This office has reviewed the investigation report prepared by
Mr. Gene Laughrun, Technical Representative with Austin Powder
Company, dated June 2, 1994 as well as the other supporting
documentation submitted with Mr. McClellan's letter. I concur with
the recommendations outlined in Mr. Laughrun's report. The
recommendations pertain to the following:
1) Evaluation of face conditions and rock conditions in
thinly burdened areas, in addition to the stemming
region, to insure that excess venting of explosive gas
does not take place.
2) Use of smaller diameter holes, 3 to 3 1/2 inches, to
further lower the pounds of explosives per foot of each
borehole.
3) 'Take greater precautions in the placement of holes along
the face when designing/laying out each shot.
Geologicd Suvey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX; 733-2876 FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% Post -consumer paper

Mr . l , Hobbs'
Page 2
In order to reduce excessive airblast readings in the future,
your company is hereby required to adhere to the above
recommendations at this site. These recommendations shall be
considered as part of the blasting requirements outlined in Mining
Permit No. 11-03. Please attach a copy of this letter to your
mining permit for this site for future reference.
1pappreciate your company's acknowledgement of these problem
areas in your blasting program and your prompt investigation and
reporting of this matter to the Department. Your company's
initiative and responsiveness in this matter should be commended
and used as an example by the industry as a whole.
Your continued cooperation regarding blasting related issues
at !your. company's operations is greatly appreciated. If you should
have any questions on the above, please contact Mr. Tracy Davis,
State Mining Specialist, at [phone].
Sincerely,
C4.4., W. jt,�.
Charles H. Gardner, P.G., P.E.
CHG/TED/td
cc: S:.:- ^Tracy -Davis; P.E.
Mr. Richard Phfirips, P.E.

F w�l�
State of North Carolina
Department of Environment,
Health and Natural Resources
Divlslon of Land Resources
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
Mr. Rodney Hobbs
Area Production
Vulcan Materials
Mideast Division
818 Tyvola Road,
Charlotte, North
June 20, 1994
Manager
Company
Suite 105
Carolina 28217
AT4
;jj-j;jA
LIEHNR
RE: High Air Blast Value Recorded From the Production Blast
on June 1, 1994
Enka Quarry
Mining Permit No. 11-03
Buncombe County
Dear Mr. Hobbs:
This letter is in response to Mr. Julian McClellan's letter
dated June 2, 1994 to Mr, Richard Phillips, Asheville Regional
Engineer, Land Quality Section, regarding the production shot that
occurred on Wednesday, June 1, 1994. An air overpressure
measurement of 129 dbl was recorded by your company's seismograph
for this blast.
This office has reviewed the investigation report prepared by
Mr. Gene Laughrun; Technical Representative with Austin Powder
Company, dated June 2, 1994 as well as the other supporting
documentation submitted with Mr. McClellan's letter. T concur with
the recommendations outlined in Mr. Laughrun's report. The
recommendations pertain to the Following:
1) Evaluation of face conditions and rock conditions in
thinly burdened areas, in addition to the stemming
region, to insure that excess venting of explosive gas
does not take place.
2) Use of smaller diameter holes, 3 to 3 1/2 inches, to
further lower the pounds of explosives per foot of each
borehole.
3) -Take greater precautions in the placement of holes along
the face when designing/laying out each shot.
Geological Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]� FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. Hobbs
Page 2
1
In order to reduce excessive airblast readings in the future,
your company is hereby required to adhere to the above
recommendations at this site. These recommendations shall be
considered as part of the blasting requirements outlined in Mining
Permit No. 11--03. Please attach a copy of this letter to your
mining permit for this site for future reference.
I appreciate your company's acknowledgement of these problem
areas in your blasting program and your prompt investigation and
,reporting of this matter to the Department. Your company's
initiative and responsiveness in this matter should be commended
and used as an example by the industry as a whole.
Your continued cooperation regarding blasting related issues
at�your company's operations is greatly appreciated. If you should
have any questions on the above, please contact Mr. Tracy Davis,
State Mining Specialist, at [phone].
sincerely,
Charles H. Gardner, P.G., P.E.
CHG/TED/td
cc: Mr. Tracy Davis, P.E.
Mr. Richard Phillips, P.E.

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View Ask Report Create Modify Image Forms Tools Scripts Exit
=j•] Standard Form )==i)
Permit No.: 11-03 Owner: VULCAN MATERIALS CO e
County: BUNCO Mine Name: ENKA QUARRY •
Region: ],
Contact Person: CHRIS SCOTT Phone: [phone]
Mailing Address: P O BOX 4239
City: WINSTON SALEM State: NC Zip: 27115 -
Commodity Code: CS
Issue Date: 9/12/72
Permit Revised Date: 12/30/93
Total Acres Permitted: 272
Bond Amount: 25,000.00
Type of Bond: B01
Application Rec'd Date: 6/18/72
Public Hearing Date:
Expiration Date: 11/13/2002
Date Denied:
Mine Status: A
Release Date:
Last Update: 4/18/94
Last Inspection: Next Inspection:
Last NOV: Last NOD:
ARR Rec'd Date: 1/28/94 No. Insp/Yr: 0 No. Insp to Date: 0
Latitude: 3532324 Longitude: 8240118 Quadrangle:
*ACRES DISTURBED ANNUALLY* (no. 2 on ARR form)
•
136 of 1335
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*ACRES RECLAIMED AND RELEASED ANNUALLY* (Central office only)
Tailings Ponds: 0 Stockpiles: 0 Wastepiles: 0
Processing Plant: 0 Active Mine Area: 0 Total: 0
*CUMMULATIVE ACRES DISTURBED AND UNRECLAIMED* ( no. 4 on ARR form)
Tailings Ponds: 2 Stockpiles: 10 Wastepiles: 18
Processing Plant: 3 Active Mine Area: 55 Total: 88
*PRE -MINING LAND USE*
Cropland: 0 Fish/Wildlife: 0 Pasture: 3
Recreation: 0 Forestry: 4 Other: 15
*POST -MINING LAND USE*
Cropland: 0 Fish/Wildlife: 0 Pasture: 0
Recreation: 0 Forestry: 0 Other: 22
:•'r'i
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COMMENTS:
136 of 1335
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Uul[an
Materials Company
T
,r V", �6�
;,,
June 2, 1994 '9�/,
Julian H. McLellanCI�Q
Vulcan Materials Co.
P. 0. Box 549
Enka, NC 28728F--
Richard.Phillips
Dept. E H & N R
59 Woodfin Place
Asheville, --NC —28801
Dear Richard,
` Per,our conversation on 6/1/94 concerning the blast at Vulcan's Enka Quarry
that generated an air blast of 129 decibels. I am enclosing a copy of a
letter that I received from Austin Powder Company. The letter explains what
they think happened and what they think they can do to correct the problem.
I am also enclosing a copy of the seismograph results and a copy of the shot
report.
cc: Rodney Hobbs
enc
Sin erely,
Julian H. McLellan
Supt. Enka Quarry
Y
�+ 11%0
4114
►� �� ,sue
MIDEAST DIVISION ! P.O. 549 • ENKA, NORTH CAROLINA 28728 • TELEPHONE [phone]

AUSTIN POWDER COMPANY
iM
450 GOLDVIEw RD.
ASHEVILLE, N.C. 28804
PHONE [phone]
June 2, 1994
M r . Julian McClellan
Vulcan Materials Company..--
P. 0. Box 549
Enka,.' N. C. 26728
Dear Julian:
This letter is in reference to a high reading on peak air pressure registered on a
shot made Wednesday,, June 1, 1994.
Wednesday's shot was loaded on the top level of the pit on the west side where there
is an expansion of the pit being made. All the shots in this area are for the ex-
press purpose of stripping the over burden from the clean stone.
The shot in question was a combination of sap rock and clean production rock. Due
to the mixture of the two types of material the face of the shot was ragged and
fractured. It has been difficult to get a good solid face because of the integrity
of the rock formations.
In surveying the face before loading I found five holes along the face that had 12'
to 14' of burden at the toe and ranging to 8' at the top. These particular holes
were bottom loaded with ANFO up to 18'-20' where at that point the burden began to
get thin. In order to lower the pounds Per foot up the remainder of the column four
inch diameter sticks were placed up to 10', where our stemming began. By using four
inch diameter material the column load was reduced from 11.5 lbs. to 5 lbs. per foot,
in hopes that this would compensate for,the thinner -burden.
Upon intiation of the shot it was observed that there was some flyrock which appeared
to come off of the front of the shot. The flyrock was not excessive, but was a little
_more than usual. It is estimated that it traveled approximately 125-450 feet, well
inside the guarded area and did not leave the pit. - r
After viewing the video it is nay conclusion that there was a blowout in the area of
the five holes which had a thin burden. The airblast has been generated by explosive
gases being vented through the factures in this thin burdened area of the face.
irp 4V�'4��� yE

AUSTIN POWDER COMPANY
430 GOLnviEw RD.
AsHEVILLE, N.G. 28804
PHONE [phone]
Page 2 June 2, 1994-
Vulcan Materials Co.
_ To prevent -a recurring situation, smaller_ diameter_material must be used to Luther
lower the pounds per foot of gore hole. I Would suggest 3 or�3 diameter be used.
Also, greater precautions should be taken in placement of holes along the face when
laying out a shot.
If I can be -of further _.assistanceplease -don It'hesitate to call_ __-__ --_--
Z
y;-z-
Gene Laughrun
Technical Representitive
GGL:nl
cc: M. Osborne
S. Anders
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Vulcan
Mideast Division B�dSt��9 RepOCt
Quarry . �iy ��• Report No. Date ! -, / - 9-r/
Type of Shot ro , /, act Time 3' /� ��
yp
Type of Material • ,R Shot Grid ���
Distance /j o n (Ft.) Direction Adcv Grid
(To nearest occupied building neither owned or leased)
#1 Seis. Location � Dist. to Seis. /aao Grld,•-
#2 Seis. Location Dist. to Seis. - Grid
03 Seis. Location Dist. to Seis. Grid
Hole/Deck
No.
Delay
Period
Depth
Stemming
Total
Pounds Per
Hole/Deck
1
O
d 7
[7
/ 7
1 -745' -
8
/.2
-2 114 S
13 MaxNumber of Holes Type of Stemming '� ' — lb imP$m__
Diameter (inches) G -75 Face Height delay15
Spacing - , /3 ;Sub Drilling .. _ `" ._
Burden /1. Number of Rows
a Parallel
Method of Firing ca Type of Circuit: Series Z
Parallel Series Type of De a : Downline �-T -/2 Surface 7 Y'Y2
Trade Name % 1` ~ae,
_
G
y
e
9y S
C
94
.s
o
._
13 S`
/
/
S
15
9S
S
a/ . J-
S
/a
-2-54/ S
a
Weather ❑ Clear 9~�oudy ❑ Rain ❑ S % +�
(check two) • Q� El Warm ❑ Cold 4
Wind From ElN ❑ NE ❑ast E0 SE t� 3
(check one) ❑ S [9- W ❑ West ❑ uN NW •J
a,�
/n .s-
/ry
„7/ l
/a
j 1% . $
8
8
/'�,'
/�7
3 �
o
TI
Fragmentation ❑ Excel ElV. Good ❑ Good 2rair ❑ ID Q145HEVi
Backbreak ❑-1'6—ft. ❑ 20 ft. ❑ 30 ft. ❑ 40 ft. ❑ 50 ft. or more
5
/'!3
2-
1L
6 R
Trade Name of Explosives
Amount
8S
e
.27Vee
7
L
i,'
IV ! o
O
O
,s"
! .Soa
3 L
31
s
Total /Z 778 . lbs.
Total Pounds
Powder Factor'
Gal of Oil 1/4 % 61 ContentZ7.
'.:
Tons of Materials
'r�:. 4I
Bench
Grid Map Date '/�' Q3 Scale Distance
Produced __. .. 1I
' j�'
Remarks:. �l ` . �C� ,IZTs /� �! - _-S/o `ins
Distribution: Administrative Dept. — ORIGINAL
Plant Office File Supt. Sig:, '
State Safety Rep.
VMCG3974 20 REV 3192
License or S.S. No.: tzyS_

i
Delay
Period
WEI
I
Total
Pounds Per
Hole/Deck
Total Pounds 42- 779
7-
itl
14
4�
j
7
Typical Hole
Shaw
Primer
Location
oc ' ation and
Stemming
-Top of Bench
3­
Length (Ft.)
�7
of Hole 7 T!
k
Tv
Vi M�!,IN,
-1, it-g
T."
IF
.17
jz
Floor Level
F
of Sub Drilling
Tons of Materials
Produced 17 /3 4;

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
December 30, 1993
Mr. Chris Scott
Vulcan Materials Company
P.O. Box 4239
Winston --Salem, North Carolina 27115-4239
RE: Permit No. 11-03
Enka Quarry
Buncombe County
Dear Mr. Scott:
4*
A 0 a Am�[�
L7EHNR
Your recent request to have the above referenced mining permit
modified has been approved. The modification is to include and allow
the construction of an overburden disposal area and associated erosion
and sedimentation control measures as indicated on the Overburden
Disposal Plan dated July 30, 1993. A copy of the modified permit is
enclosed.
The conditions in the modified permit were based primarily upon
the initial application. Modifications were made as indicated by the
modification request and as required to insure compliance with The
Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to
draw your particular attention to Operating Conditions Nos. 1, 3, 4,
and 6 of your modified mining permit.
The issuance of a mining permit and/or any modification to it
does not supersede local zoning regulations. The responsibility of
compliance with any applicable zoning regulations lies with you.
As a reminder, your permitted acreage at this site is 272 acres
and the amount of land you are allowed to disturb at any one time is
247 acres.
Geological Survey Section
[phone]
FAX: [phone]
Land Quality Section
[phone]
FAX: [phone]
Geodetic Survey Section
[phone]
FAX: [phone]
pA P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
y} An Equal Opportunity AfftrmcVve Action Employer 50% recycled/ 10% post -consumer paper

Mr. Scott
December 30, 1993
Page 2
Please review the modified permit and advise this office at (919)
733-4574 should you have any questions concerning this matter.
Sincerely,
: Tracy E. Davis, E.1.T.
Mining Specialist
Land Quality Section
TED/tls
Enclosure
cc: Mr. Richard Phillips

DEPARTMENT C:�F ENV2 R[7NMENT ,
HEALTH AND NATURAL
RE SOURCE S
D=V=S2�7N �OF T-AD RESOURCES
r_-AND Qi7AL=TY
P E R M 2 T
for the operation -of a mining activity
In accordance with the provisions of G.S. 74-46 through
68, "The Mining Act of 1971," Mining Permit Rule 15A
NCAC 5 B, and other applicable laws, rules and
regulations
Permission is hereby granted to:
Vulcan Materials Company
Enka Quarry
Buncombe County - Permit No. 11-03
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity
and scenic values of all lands and waters affected by
this mining operation will receive the greatest
practical degree of protection and restoration.

Page 2 of 11
in accordance with the application for this mining permit, which is
hereby approved by the Department of Environment, Health and Natural
Resources hereinafter referred to as the Department, and in conformity
with the approved Reclamation Plan attached to and incorporated as
part of this permit, provisions must be made for the protection of the
surrounding environment and for reclamation of the land and water
affected by the permitted mining operation. This permit is expressly
conditioned upon compliance with all the requirements of the approved
Reclamation Plan. However, completed performance of the approved
Reclamation Plan is a separable obligation, secured by the bond or
other security on file with the Department, and may survive the
expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following
exception. If another operator succeeds to the interest of the
permittee in the permitted mining operation, by virtue of a sale,
lease, assignment or otherwise, the Department may release the
permittee from the duties imposed upon him by the conditions of his
permit and by the Mining Act with reference to the permitted
operation, and transfer the permit to the successor operator, provided
that both operators have complied with the requirements of the Mining
Act and that the successor operator agrees to assume the duties of the
permittee with reference to reclamation of the affected land and posts
a suitable bond or other security.
In the event that the Department determines that the permittee or
permittee's successor is not complying with the Reclamation Plan or
other terms and conditions of this permit, or is failing to achieve
the purposes and requirements of the Mining Act, the Department may
give the operator written notice of its intent to modify, revoke.or
suspend the permit, or its intent to modify the Reclamation Plan as
incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification,
revocation or suspension by the Department. Alternatively and in
addition to the above, the Department may institute other enforcement
procedures authorized by law.
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.
Jay 27, 1992; This permit has been modified to allow the placement
of fill material and additional stripping as indicated in the Site
Plans revised April 10, 1992 and the supporting calculations dated
October 1991 and April 10, 1992.

Page 3 of 11
November 13. 1992: This permit has been modified to allow expansion
of the existing pit and the piping of the tributary along the
northeastern permit boundary through the stockpile area as'indicated
on the Phase I -- Erosion and Sedimentation Control'Plan, Sheet 3, and
the Phase II - Erosion and Sedimentation Control Plan, Sheet 4, both
dated August 1992.
..December 30. 1993: This permit has been modified to include and allow
the construction of a new overburden disposal area and associated
erosion and sedimentation control measures as indicated on the
Overburden Disposal Plan dated July 30, 1993.
Expiration Date
This permit shall be effective from the date of its issuance until
November 13, 2002.
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:
A. Any wastewater processing or mine dewatering shall be in
accordance with the 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 hater Quality
Section, Division of Environmental Management, to secure any
necessary stormwater permits or other approval documents.
A. Any mining related process producing air contaminant
emissions including fugitive dust shall be subject to the
requirements and rules promulgated by the N.C. Environmental
Management Commission.
S. During quarry operation, water trucks or other means that
may be necessary shall be utilized to prevent dust from
leaving the permitted area.

Page 4 of 11
3. Buffer Zones
A. Any mining activity affecting wetlands shall be in
accordance with the requirements and regulations promulgated
by the U.S. Army Corps of Engineers.
B. Sufficient buffer shall be maintained between any affected
land and any adjoining waterway to prevent sedimentation of
that waterway from erosion of the affected land and to
preserve the integrity of the natural watercourse.
C. Sufficient buffer shall be maintained between any excavation
and any mining permit boundary to prevent caving of that
property and to allow grading of the side slopes to the
required angle.
D. The buffer zones shown on the Mine Map dated August 1992
shall be maintained to prevent caving of any adjoining
property and to allow grading of the side slopes to the
required angle. These buffer zones, with the exception of
the installation of required sediment control measures and
earthen berms, shall remain undisturbed.
E. A minimum of 200 feet undisturbed buffer zone shall be
maintained between Hominy Creek and the New overburden
disposal area as indicated on the Overburden Disposal Plan
dated July 30, 1993. The only disturbance in this buffer
zone shall be the construction of rock dam No. 2 and any
associated diversions.
SREWWs". •9 @ 74- MetWeR� •_
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 or natural watercourse in proximity
to the affected land.
B. The Quarry Site Plan dated November 1991 and revised April
10, 1992 detailing the placement of fill material north and
south of Hominy Creek and the area to be stripped shall be
followed. All pipe outlets shall be stabilized with rip
rap.

5.
6.
Page 5 of 11
C. The Mine Map, the Phase I Erosion and Sedimentation Control
Plan, and the Phase II Erosion and Sedimentation Control
Plan, all dated August 1992, and the corresponding Erosion
and Sedimentation Control Plan narrative and calculations
dated September 1992 shall be followed with the stipulation
that a horse shoe filter shall be installed and maintained
sufficient to prevent off -site sedimentation at the inlet of
the 3 - 60" cmp's. In addition, a rock check dam shall be
installed at the proposed final outlet point of the 3 -60"
cmp's near the stockpile area at the northeastern side of
the permitted area until such time that the pipe has been
installed and backfilled.
D. All erosion and sediment control measures for the
.construction of the overburden disposal area as shown on the
Overburden Disposal Plan dated July 30, 1993 shall be
installed and maintained sufficient to prevent offsite
sedimentation.
E. An erosion and sediment control plan(s) shall be submitted
to the Department for approval prior to any land disturbing
activities not indicated on the revised erosion control plan
or mine maps submitted with the approved application for the
renewal of this mining permit. Such areas include, but are
not limited to, expansion outside of the initial pit area,
creek crossings, or expansion of overburden disposal areas.
Groundwater_ ,PXotect_iszn
Monitoring wells shall be installed and monitored as deemed
appropriate by the Department.
A. The angle for graded slopes and fills shall be no greater
than the angle which can be retained by vegetative cover or
other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated
channels, the erosion of which may cause offsite damage
because of siltation, shall be planted or otherwise provided
with groundcover, devices or structures sufficient to
restrain such erosion.
B. overburden cut slopes along the perimeter of any pit
expansion constructed after December 30, 1993 shall be
graded to a minimum 2 horizontal to 1 vertical or flatter
And shall be stabilized within 60 days of completion.
Furthermore, a minimum ten (10) foot wide horizontal safety
bench shall be provided at the top of the rock and at the
toe of the overburden slope constructed after December 30,
1993.

7.
8.
Page 6 of 11
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.
The operator shall provide to the Department a copy of the
findings of any seismic studies conducted at this facility. The
operator shall make every reasonable effort to incorporate the
studies' recommendations into the production blasting program.
The following blasting conditions shall be observed by the
operator to prevent hazard to persons and adjacent property from
thrown rock or vibrations:
A. In all blasting operations, except as hereinafter otherwise
provided, the maximum peak particle velocity of any
component of ground motion shall not exceed 1 inch per
second at the immediate location of any building outside of
the permitted area regularly occupied by human beings such
as dwelling house, church, school, public building, or
commercial or institutional building outside of the
permitted area. The operator shall monitor each blast with
a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear
(DBL) as measured at the immediate location of any regularly
occupied building such as any dwelling house, church,
school, public building, or commercial or institutional
building.
C. 'The operator shall take all reasonable precautions to insure
that flyrock is not thrown beyond areas where the access is
temporarily or permanently guarded by the operator. Should
flyrock occur beyond the guarded area or the levels in Items
A and B above are exceeded, the operator shall report the
incident to the Department immediately and further use of
explosive at the site shall be immediately suspended until
the following actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.

9.
10.
Page 7 of 11
2. A satisfactory report detailing the investigation shall
be provided to the Department within 10 days of the
incident. Said report shall, at a minimum,,document
the cause(s) of the incident along with technical and
management actions that will be taken to prevent
further incidents.
The report shall meet with the approval of the Department
before blasting may resume at the site. Failure to take
corrective measures to prevent flyrock and repeated
instances of flyrock shall be considered a violation of this
permit.
D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and
delay of intervals; depth and size of holes; type and total
pounds of explosives; maximum pounds per delay interval;
amount of stemming and burden for each hole; and blast
location. Records shall be maintained at the permittee's
mine office and copies shall be provided to the Department
upon request.
E. The operator shall, when requested by the Department, give
24 hour advance notice to the Land Quality Section prior to
any blast during a period for which notice is requested.
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 ten (10) foot wide horizontal safety bench
shall be provided at the junction between the top of rock and the
toe of the overburden cut slope for all future pit expansion
areas subsequent to the July 27, 1992 modification. -
Visual 5cggeaina
A. Existing vegetation shall be maintained between the mane and
public thoroughfares to screen the operation from the
public. Additional screening methods, such as constructing
earthen berms, shall be employed as deemed appropriate by
the Department.
B. Berms shall be constructed as indicated on the Phase I --
Erosion and Sedimentation Control Plan dated August 1992.

Page 8 of 11
The operator shall notify the Department in writing of the"desire
to delete, modify or otherwise change any part of the mining,
reclamation, or erosion/sediment control plan contained in the
approved application for the renewal of this mining permit.
Approval to implement such changes must be obtained from the
Department prior to on -site implementation of the revisions.
A. No on -site disposal of refuse or other solid waste that are
generated outside of the mining permit area shall be allowed
within the boundaries of the mining permit area unlggs
authorization to conduct said disposal has first been
obtained from both the Division of Solid Waste Management
and the Land Quality Section, Department of Environment,
Health and Natural Resources. The method of disposal shall
be consistent with the approved reclamation plan.
B.' Mining refuse as defined by G.S. 74-49 (14) of The Mining
Act of 1971 generated on-site.and directly associated with
the mining activity may be disposed of in a designated
refuse area. All other waste products must be disposed of
in a disposal facility approved by the Division of Solid
Waste Management. No petroleum products, acids, solvents or
their storage containers or any other material that may be
considered hazardous shall be disposed of within the
permitted area.
An Annual Reclamation Report
supplied by the Department by
reclamation is completed and
The security which was posted
form of a $25,000.00 Blanket
operation as indicated on the
security must remain in force
total affected land shall not
shall be submitted on a form
February 1 of each year until
approved.
pursuant to N.C.G.S. 74-54 in the
Bond is sufficient to cover the
approved application. This
for this permit to be valid. The
exceed the bonded acreage.
Authorized representatives of the Division of Archives and
History shall be granted access to the site to determine the
presence of significant archaeological resources.

Page 9 of 11
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:
I. The final slopes in all excavations in soil, sand, gravel and
other unconsolidated materials shall be at such an angle as to
minimize the possibility of slides and be consistent with the
future use of the land.
2. Provisions for safety to persons and to adjoining property must
be provided in all excavations in rock.
3. All overburden and spoil shall be left in a configuration which
is in accordance with accepted conservation practices and which
is suitable for the proposed subsequent use of the land.
4. No small pools of water shall be allowed to collect or remain on
the mined area that are, likely to become noxious, odious or
foul.
5. The revegetation plan shall conform to accepted and recommended
agronomic and reforestation practices as established by the North
Carolina Agricultural Experiment Station and the North Carolina
Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the
Reclamation Plan herein incorporated. These activities shall be
conducted according to the time schedule included in the plan,
which shall to the extent feasible provide reclamation
simultaneous with mining operations and in any event, provide
reclamation at the earliest practicable time after completion' or
termination of mining on any segment of the permit area and shall
be completed within two years after completion or termination of
mining.
1. Provided further, and subject to the Reclamation Schedule, the
planned reclamation shall be to allow the quarry excavation to
fill with water, provide a permanent barricade (fence) along the
top of any highwall, and grade and revegetate any areas in
unconsolidated material.

Page 10 of 11
2. The specifications for surface gradient restoration to a surface
suitable for the planned future use are as follows:
A. All areas of unconsolidated material such as overburden or
waste piles shall be graded to a 2 horizontal to 1 vertical
or flatter slope and terraced as necessary to insure slope
stability.
B. Any settling ponds and sediment control basins shall be
backfilled, graded, and stabilized or cleaned out and made
into acceptable lake areas.
C. The processing, stockpile, and other disturbed areas
neighboring the mine excavation shall be leveled and
smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise
prepared before revegetation.
E. No contaminants shall be permanently disposed of at the mine
site. on -site disposal of waste shall be in accordance with
Operating Condition 12A and B.
F. The affected land shall be graded to prevent the collection
of noxious or foul water.
3. Revegetation
After site preparation, all -disturbed land areas shall be
revegetated as indicated in the Revegetation Plan signed by Mr.
Jones C. Abernethy, Landscape Architect, dated May 11, 1992.
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 11 of 11
4. Rec,lamation 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 September 12, 1972, renewed September 20,
1982, modified July 27, 1992, renewed and modified November 1.3,
1992, is hereby modified this 30th day of December, 1993 pursuant
to G.S. 74-52.
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
of the Department of Environment, Health and Natural Resources

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STRIPPED
M C>V E- ft-aA D E R I= LIT U FM
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AIL + +
NOTES:
1. ESTIMATED OVERBURDEN DISPOSAL CAPACITY AS DRAWN IS APPROXIMATELY 840,000
CUBIC YARDS,
2, ALL RIPRAP CHANNELS SHOWN ON THIS PLAN ARE NOT DRAWN TO SCALE, SEE DETAIL
SHEET FOR DIMENSIONS, USE THIS SHEET FOR LOCATION ONLY.
3. INSTALL STANDARD CORRUGATED METAL FLARED END SECTION TO END OF 24' CMP.
SHALL CONFORM TO NORTH C.AROLINA DIVISION OF HIGHWAYS SPECIFICATIONS.
CONSTRUCT RIPRAP APRON ON LEVEL GROUND. USE dpp 9" RIPRAP, APRON SHALL
BE 24" THICK. APRON DIMENSIONS: 8' LONG, 4' W�DE AT PIPE OUTLET AND 12'
WIDE AT END. ALSO PLACE RIPRAP EMBANKMENT ON EACH.SIDE. HEIGHT 2' ABOVE
APRON, SIDE SLOPE 2:1. LOCATE END OF PIPE AT ELEVATION 2070.
4. BASE SHEET WITH TOPOGRAPHIC AND BOUNDARY INFORMATION WAS PROVIDED BY
VULCAN MATERIALS COMPANY; PREPARED BY BELL MAPPING COMPANY.
5. REFER TO DATA CONTAINED IN NARRATIVE FOR ACREAGE IN DRAINAGE AND DISTURBED
AREAS SHOWN ON THIS DRAWING.
I r���♦ I� i 11r �.
� �. '�I r1 •1 j1I r.. ► �
�zov�
Z lao �
PLAN VIEW ef ROCK DAM NO.2
D --�
SC -ALL = 23'
tssssssCA R
s���r�01
rly!!!
All
r r
i � r n,.l! ,��• � w
� � .Yr- P•F�L�
. a �7308 4'
/j htO t
%r�
�'�'`ll��sisssssst
fr'pv. /a��3/93
ENDERLE ENGINEERING
46 HAYWOOD STREET, SUITE 201 AS_ HEVILLE NC 28801
SCALE: 1"=100' f APPROVED BY i DRAWN BY: MO
DATE: 7/30/93 REV4SED-
OVERBURDEN DISPOSAL PLAN
DRAWING NUMBER: -
VULCAN MATERIALS COMPANY - ENKA 018893-01C
- 5l.

CHANNEL
10P \./IbTH .
-
BdTTqW I t7T N
4.a Fr
DEPTH STc>NE -SIZE
!,a t~T 45d = I Z Ir4.
1.5 F-r- d 5a = I 1N.
I.o rT- d22 - IZ IR.
iVOTE: RIPRAP SHALL BE WELL 4kADED STONE, MAx. sTaNE SIZE
5HA.LL SE I.5 TIME5 THE AVERAC*E bf� THE: cirr 5"roNE SIZE.
Itl=� ii�ii= t1�:1It
ItI
C
_roP WIDTH
r
PLACE GRAVEL FILTER BLAAKI=T INMEDIAFr=L AFTER THE
��i1ND FoL.1NbA-TioN 15 p}ZI Ps.R1=ram, USE NCDDT -4+57 WASHED
STc��tE, fi1N. TkIiCk./OR IN5TFEAD PL,#LE Fjd7'.ER ucTH, r->rREGTLv
oN Fo[JNbATIoN.
CRO5 5 5E.CTION1
EE-M5AWKMEI-IT TRIe—KNESS
( 1.5 -rIM ES mAx. STONE 51zQ
TY P. R.R. D ITC H
NOT To SCA L t~
PROFILEe.
�2�['`CG•�- JLL)rr, r:1, LXI r NU Kkl`/yAT
ACRo55 ENTI FIE FoUNDA,T[oN DI= t)AM .
CTIOM o ROCK DAM No.
SCJ'L . % 4" = I'
NOTES:
I. LINE KE-YWAY WITH Al 4Eo7t�WTILE FIt_TER FA13f-,IG AND i;XTEND FROM 7HE
KEYWAY 7o THE DDWN5TKE7AM I<DCIE of THE APRON; FABRIC, MUST ALSO
RUN UNtEAW1 THE. DA�S
CROSS SECTIO
ROCK DAM ICJ
SCA4.Ez :yj6 i'
N bTES
I. CbNSTT_UcT -i'F;zAt-- WiTF! \PJ L.L-Gt1RAt:>" J,,= 9,u. , MAX STONE =
Z. PLACE FrLTEK 'LOTH 01,J THE F6kjRpA-TIOO BELO\ / RIPRAP t �CA�ATE KEYWAY
YREt,4CH AC'Koss Kif-RA.P F-ouNDA`rlpN A14r) UP TH5 SIDES TQ THE HEIGHT of
THE DAM, pL E FIL'rEf2 FA,B#�Ie_ F-Fk'�'M KEY\>/AY-ram M6-F of
THE APRON; FABRTCG MUST ALA RUN UNII]BR 'THE A)3IJTMEN1rS.
oranc1
2.1
51
cCr-r1nnl
ROCK DAM NO.
i`�T Tb s«.LE.
n r - tom.-,-r .a-E C' -7
R ()c k MA rat R r rn _ 7_
0.1 PLAN VIEW
TELOW
ROCK DAM MO. i
SCALE-. 3/sue- I�
++++[Ilrlrr�ti�t
C-HANNEl. ' t)'
PLAN VIEW oar RIP -RAPPED INLE
NoTi~=
1. CON'SrF IXT- WITH WELL- URAnEr_> RI PRAP, dam- 9Ira.
Z. P(_AGE PLTEK _L_nTH aN FQLINAATI�)N BELOW RIPRA,f-
GRO55 SEG'rION
CONSTRUCTION SEQUENCE
Obtain grading permit,
R.R. INLE
2. Bu1ld rock clams, sediment basins, and diversion ditches serving the
proposed work area, as shown on plans .
3. Clear and grub site and commence grading, conducting all activities
so that run off is directed to protected erosicii control facilities.
4 As worK progresses, maintain erosion control devices in working
order. Clean out all sediment basins when half full, and inspect
basins after every rainfall.
S. Maintain all erosion control devices in working order as long as
siltation can occur.
ENDERLE ENGINEERING
146 HAYWOOD STREET, SUITE 201 ASHEViLLE_NC 28801
SCALE - - - APPROVED BY DR/WWN BY MD
DATE. 9/23193 REVISED
OVERBURDEN DISPOSAL
EROSION CONTROL - DETAILS _
DRAWING NUMBER:
VULCAN MATERIALS COMPANY - ENKA ' 018893-02C
T, I S 3§

F�'
V
November 30, 1993
L�4t ate C UA1_d (Sel;; i iofV
MEMO TO: Tony Sample \'
FROM: Don Holebrooka
SUBJECT: Vulcan Materials Enka Quarry
Buncombe County (#11-03)
1 met with the mine manager to review the proposed changes. Several concerns found
in the plans were corrected in the field after the site survey. Runoff from haul roads will be
diverted into a large pump pond. Sediment basins are strategically located and should
provide maximum efficiency.
I do not see any problems with these modifications.
DCH:a

North Carolina Department of Environment Health, and Natural Resources,
Division of land Resources, Land Quality Section
MINE INSPECTION REPORT'
(PERANInD MINE)
1. MINE NAME_ L`aKo, C u_�11..�t-`, 2. MINING PERMIT# It - 3
3. OPERATOR , ..4. ,COUNTY +. a`ibotc
5. ADDRESS 6. PERMIT EXPIRATION -BATE J`7`43 'V-6z
7. Person(s) contacted at site
8. Was mine operating at time of Inspection? [RYes ❑ No 9. Pictures? ❑ Yes p No
10. Date last inspected: / / 11. Any mining since last Inspection? ®' Yes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? © Yes []No
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? Cr7 Yes ❑ No
If no, explain: 4e'Bs 1Wr- NO „il�.<<r [�. •�.,•.'i ee,.IE_. . tw14 ...1CS�;^.
1A VED :7, (-'A- , .L� i W AK 4.4 E. h :" t . , } 1, TIC S Y.... Ne
14. Did any of the above deficiencies result in offsite damage? ❑ Yes ®No If yes, describe the type
and severity of the damage: G1 �� rz.� ► t- �C s o 1 7L,xo I ArJC .,
15. Corrective measures needed and/or taken: Cat Vm 1- _
16. Other recommendations and comments: &�., w ynt+� •�1 �L- �.+ ► t -.one,,, ., ��-��vk_
17. Is the Annual Reclamation Report +1- map accurate? ❑ Yes ❑ No (Explain) ❑ Not Reviewed
18. Follow-up inspection needed? ❑ Yes Sr No Proposed date / ___ /
19. No. of additional pages of Inspection Report 20. Copy of Report sent to, operator I 1 X 0.?
(date)
INSPECTED BY,, DATE___I I / I vi3
Phone No: (7,y ) Est- 4,,:o
White copy to file Yellow copy to operator Pink copy to Mining Specialist
"t

ii-�r -sJ
EI
12 100:5
Ll Y sEr7lon1
® NorCh Carolina Wildlife Resources Commission KN
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Tony Sample, Assistant Mining Specialist
Land Quality Section
FROM: Stephanie E. Goudreau, Mt. Region Coordinator
Habitat Conservation Program
DATE: November 8, 1993
SUBJECT: Application for mining permit modification by Vulcan
Materials Company for Enka Quarry, Buncombe County;
Mining Permit No. 11-03.
Staff field biologists of the North Carolina Wildlife
Resources Commission (NCWRC) have reviewed the mining permit
modification application submitted by Vulcan Materials Company
for the Enka Quarry in Buncombe County, and we are familiar with
the project site. These comments 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 North Carolina
General Statutes (G.S. 113-131 et seq.).
The applicant proposes to use a 22-acre site already
included on the mine permit as a disposal area for overburden.
An undisturbed buffer of at least 200-feet wide will be
maintained to the north of the site along Hominy Creek. Erosion
control measures will include sediment basins and riprap
channels.
The NCWRC does not object to this permit modification,
provided the following recommendation is implemented by the
applicant:
Plant species that benefit wildlife by providing food and
cover should be added to the regular seed mixture to
stabilize areas where overburden and tailings are deposited.
Suggestions include:
Early spring: Switchgrass 8 lbs/acre
VA 70 shrub lespedeza 20 lbs/acre

a
Fall: Rye grain 30 lbs/acre
Orchard grass 18 lbs/acre
White clover 5 lbs/acre
Thank you for the opportunity to review and comment on this
project. If you have any questions regarding these comments,
please contact me at 704/652-4257.
cc: Mr. Micky Clemmons, District 9 Fisheries Biologist
Mr. Joffrey Brooks, District 9 Wildlife Biologist
Mr. James W. Smack, Vulcan Material Company

State of North Cara
Department of En nment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
ID FE F 1
f
November 2, 1993 Ct , L r' ',
NOV 12 M'i
To: Ms. Stephanie Goudreau t-` ND QUALITY S
Habitat Conservation Program Coordinator
Wildlife ResourcesyyCommission
From: Susan B. Edwards,�C�
Mining Program Secretary
Land Quality Section
Re: Mining Permit Modification Request for Vulcan Mater
Enka Quarry - Permit No. 11-03
Buncombe County
4
MOV 1993
RECEIVED
Habibt
cwse afion
Please find attached for your review a copy of the mining permit
modification request for the above referenced project.
Please review this information and advise as to the probability of this
operation having unduly adverse effect on wildlife and freshwater fisheries
(G. S. 74-51 (2)). Please respond by December 1, 1993 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 Mr. Tony Sample at [phone] if you
have any questions.
SBE
Attachments
cc: Mr. Richard Phillips
Geological Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAkc [phone] FAX: [phone] FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

r�
UU11an
Materials Company
Mr. Tracy E. Davis
NC DEHNR
Land Quality Section
512 N Salisbury Street
Raleigh, NC 27611
October 28, 1993
Re: Permit Number 11-3; Enka Quarry
1993-1994 Overburden Disposal Plan
Dear Mr. Davis:
P0
t,
Ck
CHRIS SCOTT
Senior Mining Engineer
Mideast Division
Enclosed for your review and approval is the application for modification of our Enka
Quarry permit which includes three copies of plans, narrative, and calculations for overburden
disposal plan. The area of application is currently included in our mine permit but is to be
modified by this application to include a use as an overburden disposal area.
The disturbed area relating to this modification includes fill areas, erosion control
measures, piping, and travelways which combine for a total of approximately 22 acres.
Accordingly, from your schedule of fees, attached is a check in the amount of $250,00 covering
the permit application fee.
Thank you for your attention to this application. Should you have any questions or if
I can be of assistance to you, I can be reached at the address or telephone number listed above.
Sincerely,
Chris Scott
CDS:jh
Enclosures: Prints 018893-OIC and 018893-02C
Narrative
Calculations
Check Number 192585 in the Amount of $250.00
cc: Julian McLellan Rodney Hobbs Russ Willard Mike Poplin
MIDEAST DIVISION 1 P.O. BOX 4239 9 WINSTON-SALEM, NORTH CAROLINA 27115-4239 • TELEPHONE [phone]

NOR111 rAR01ANA 1)1-'PA1RTMF:NT OF ENVIRONMENT, HEALT11, AND NATURAI, RFSOURCES
U\ND QUALITY S .CTTON
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Enka uarry county RunrnmhP
2. Name of Applicant Vulcan Materials Company-__
3. Permanent address for receipt or official mail.
Post Office Box 4239 _
I Winston-Salem. NC 27115-4239 *Telephone [phone]
4. Mina office Address Hi9hwaY 19 & 23 South
Enka. NC 28722a - - Telephone[phone]
5. M iiie Manager ,]ul i an McLellan__ _
We hureby certify that all details contained in this Permit Application
are true and correct to the best of our knowledge. We fully understand that
ony willful misrelrGscntaVion of faces will be cause for permit revocation.
"Signature Date1O(28/93
Print Name es W. Smack
Title President— Mideast Division
*The Land Quality SecLic>ii should be notified of change in permanent address or
telephone number.
**SignaLuru of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a
permit. within UU days of receipt of a complete application or, if a public hearing
is hold, within 0 days following the hearing and the filing of any supplemental
.infurmalicon required by the Department. All questions must be addressed and all
required maps provided before this application can be considered complete. Attach
additional sheets as needed.
1

a . P
APPLICATION FOR A MTNING PERMIT
A. GENERAL CliARAC'TERISTICS OF NINE.
1.• Total acreage at site covered by this permit application:
Acres owned 22 .Acres leased Property owner if leased
This 22 acres` s paw of permit No.11-3 which covers 2.71.65 acres. The ZZ acres
is to be ammended to allow for an overburden disposal area.
Z. Name of all materials mined: Granite Gneiss
3. dining method: Hydraulic Dredge Underground Shuve3 &
Truck L?ragline & Truck Self -loading Scraper
Other (explain) Overburden disposal area hauled by trucks or pans
4. a. Expected maximum depth of mine (feet) -0- Reference elevation.2100'
b. Expected average depth of mine (feet) -0- F1 eights to 75'
5. Has any area(s) at this site been mined in the past? Yes— No x If no, pro -
teed to Question b.
a. Acreage of previously affected land(s) at present site that has not been
reclaimed: acres (identify all areas on your mine map).
b. When and'by whom was this activity conducted?
c. Acreage ofpreviously affected land at present site that has been reclaimed:
acres (identify all areas on your mine map).
3. When and by whom was this activity conducted?
e. Do you wish to exclude any areas noted in ba or c from this permit application?
Yes No If yes, how much? acres (identify all
areas on your mine map).
6. Present (premising) use of the land (estimate acreage -for each):
Cropland 0 ac Pasture 3 ac Forestry 4 ac Fish/Wildlife 0 ac
Recreation 0 ac Other 15- ac
1. Proposed land use after mining and reclamation has been completed
(estimate acreage for each):
Cropland ac Pasture ac Forestry ac Fish/Wildlife ac
Recreation ac Other—= ac
S. DETERMIMTION OF AFFECTED ACREAGE AND BOND
1. Number of years for which permit .is requested (10 years maximum). 10
Z. Total affected acreage to be disturbed during initial year of operation:
a. Area used for.tailing ponds _ [}_ acres
b. Area used for stockpiles n acres
c. Area used for waste piles 21 acres
d_ Area used for process.iny plants and onsite haul roads 1, facre5
e_ Area of mine excavaL'ion(s). 0 acrr.s
f. TOTAL a-e 22 acres
3. Estimate the maximum amount of land to be disturbed and unreclaimed
at anv one time during the life of the permit. 22 acres
2

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department, or its appointed representatives the right of
entry and travel upon our lands or operation during -regular business hours for the
purpose of making necessary field inspections or investigations as may be reasonably
required in the administration of this Act.
We further grant to the Department or its appointed representatives the right
to 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.
Signature* v✓
Print Name: acmes W. Smank
Title: PreSident - Mideast Division
Mine Enka Quarry
Company:_ Vulcan Materials Company
*Signature must be the same as the individual who signed Page I of this application
for a permit.
**'Pwo Z coj2i.as of the completed application, two (2) copies of all maps, and the
appropriate processing fee (see next page for fee schedule) .in the form of a check
or money order payable to the North Carolina Department of Environment, Health
and Natural Resoucres must be sent to the Land Quality Section Central Office at the
address listed on the front page of this application form.
1H

i
MINING
A nonrefundable permit application
fee when filing for a new mining permit, a major permit modification or a
renewal permit as follows:
E
TYPE ACRES"*
NEW PERMIT
MAJOR
RENEWAL
MODIFICATION
Clay 1 but less than 25
$500
$250
$250
25 but less than 50
1000
500
500
50 or more
1500
500
500
Sand & 1 but less than 5 150 100 100
Gravel,
Gemstone, 5 but less than 25 250 100 100
and Borrow
Pits 25 but less than 50 500 250 500
50 or more 1000 500 500
Quarry, 1 but less than 10 250 100 100
Industrial
Minerals, 10 but less than 25 1000 250 500
Dimension
Stone 25 but less than 50 1500 500 500
50 or more 2500 500 500
Peat & 1 or more 2500 500 500
Phosphate
Gold (Heap 1 or more 2500 500 500
Titanium &
Others
• A nonrefundable $50.00 permit opplicatioa ptconaina lee it roquired for minor permia modification. Mina permit modirwations include ownership ltartdrn.
name chan`m and bond aubttitutiau. A minor permit modiriution also ieehldra lands added to a pemuued area, amide of the imn mum perm it bubo zone
roquiremenu. where no plan; for rmining rtiated diauubtnce of the added lands have bens appravad. Ali other ehutg= ere 000cdaed rnajcr modifieatiant.
•• Acra for new pcmiu and renewal patrdu mcmu the taxi acreage at the aim Aver for mtjor modification of patnits meant that area of lord affected by the
modification within the parniued mine arcs. ?r any additional land that is to be disturbed and added w an r_>,iating prxmiuod area. or both.. 1"o
9

ENKA QUARRY
BUNCOMBE COUNTY, NORTH CAROLINA
1993-94 OVERBURDEN DISPOSAL PLAN
AND
EROSION CONTROL. PLAN
PERM11 NO, 11-3
Prepared for
VULCAN MATERIALS COMPANY
MIDEAST DIVISION
Joseph J. Enderle, P.E.
Enderle Engineering
46 Haywood Street, Suite 201
Asheville, North Carolina 28801
Project No. 018893 _

0 NARRATIVE 0
The site for the proposed 1993-94 land filling operation is a
portion of the Vulcan Materials Company property off V.S. 19 & 23 in
Enka, N.C. Specifically, it is in the western portion of the Vulcan
property, bounded on the west by WNC Pallet Co. property, on the
north by Hominy Creek, and on the east by Vulcan's main quarry
operations. Portions of the site are currently in woods and pasture
and portions are bare.
Materials to be used for the fill will be obtained by stripping
overburden from a site at the west edge of the current pit, in the
southeastern part of the property. Reference is made to Enderle
Engineering Drawing No, 018893-01C for the relative locations of the
areas to be affected by these operations. After removal of
overburden, the stripped area will be used to expand the rock.
quarry. After completion of mining activities, the quarry area will
eventually become a lake and other affected areas will be treated as
required by the Approved Reclamation Plan contained in the operating
permit for this quarry. Both the area to be stripped of overburden
and the area to be filled are located within the boundary of the
original mining permit and approval of the proposed operations is
sought as a modifigation of the current operating permit.
An undisturbed buffer of 200, or more will be maintained on the
north, between the fill site and Hominy Creek. The site is more
than 1500 ft . from a public road, and there is no danger of off -site
tracking of earth by vehicles.
Bol. Dam No. 1
A Rock dam will be constructed at approximately N 7950, E 9750. All
water from disturbed areas above this, about 9.25 acres, will be
directed to the basin before leaving the site.
Rock Dam No•. _2
A rock dam will be constructed at approximately N $400, E 8100.
Water from two disturbed areas will be directed to the trap. The
first is a 3 acre area on the west slope of the disposal area; the
second is on the north slope and will have 4.05 acres of disturbed
soil. The trap is located down the slope. This location was chosen
because of the steep slopes at all other locations. By turning the
long dimension of the trap parallel with the creek it is possible to
get the proper length to width ratio for the basin.
Bguins
An inlet in will be constructed on the north slope to divert
water from the rip rap channels to the 24" corrugated metal pipe,
which empties into the sedimentation basin behind rock dam No. 2
mentioned above.

RiQrag h nnel
Riprap channels will be constructed to prevent channel erosion and
to transport water to erosion control structures. See detail sheet
for dimensions.
Outlet Stabilization
A rip rap apron will be located at Hominy Creek at the outlet of the
24" pipe to prevent scour.
Fill slopes will be constructed at 2:1 with fill depths as much as
75 feet. Fill will be placed in layers not to exceed A inches in
depth and compacted. Greater thickness of layers may be used where
the fill is essentially rock and soil is absent or present in very
small quantities.
Silt volumes are calculated' at a rate of 1800 CF/acre/year, as
recommended by the N.C. Erosion and Sediment Control Planning and
Design Manual.

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RIPRAP CHANNELS
NOTES:
Equatlon used: Manning's formula for open channel flaw,
All channels have trapezoidal shaped cross-S"!onS with side slopes at 2:1.
CHANNEL 'A'
Top Width: 8 ft Shear Stress: 4.37 Ib/112 use: dso = 12 in.
Bottom Width: 4 ft. Velocity with channel full: 5.22 ft/s
Depth: 1 ft. Quantity: 31.32 cfs
Average Slope: 7.0 %
Manning's W: 0.06
CHANNELS'
Top Width: 10 ft Shear Stress: 1.25 Ibift2 use: d$o = 9 In.
6ottorn Width: 2 ft. Velocity with channel full: 2.25 ft/s
Depth: 2 ft, Quantity: 27.16 cfs
Average Slope: 1.0 %
Manning's 'n'. 0,07
CHANNEL 'C'
Top Width: 8 ft Shear Stress., 9.36 Ib/ft2 use: dno = 21 in.
Bottom Width: 4 ft. Velocity with channel full: 4.17 ft/s
Depth: 1 ft. Quantity: 25.01 cfs
Average Slope: 15.0 °%
Manning's `., 0.11
CHANNELV
Top Width, 8 ft Shear Stress: 5.62 lb/ft2 use; d,o : 12 in.
Bottom Width: 2 ft. Velocity with channel full: 4.72 ft/s
Depth: 1.5 ft. Quantity: 36.4 cfs
Average Slope: 8.0 %
Manning's 'n': 0.07
CHANNEL'E'
Top Width: 6 ft Shear Stress: 3.78 [be use: d., = 12 In.
Bottom Width: 2 ft. Velocity with channel full: 2.26 ftls
Depth: 1 ft. Quantity: 15.13 efs
Average Slope: 6.0 %
Manning's 'n'; 0.07

0 0 1
CORRUGATED METAL PIPES
NO.TES�
Equation used: manning's formula for pipe flow, Q=667*R`17&S0dA
Pipes sized for 10 year storm flowing half full.
Pipe Diameter 24 In.
Depth of Water in Pipe: 12 in.
Slope of Pipe; 45%
Roughness Goefficeint: 0.015
Veloclty: 41,9 fVs
Peak Discharge: 65.8 cfs or 29513 GPM
(This includes both pipes)

DATE TO;ASSISTANT - DATE TePUSAN 3
LOGGED IN' *7�
M qNG CHECKLIST FOR ROUTING
Company ,L11, 14,4.v AU . J.0 C'.� _ Project Name � � . �rr7
Permit No. County k ,� Date Received
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal 2 Modification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
aFee Received: Amount-tz-re.00
Please route to:
Field Office
L.m Wildlife Resources Commission
* ❑ Archives and History
Date Routed
Date Routed
Date Routed
L.g Other: AEM *A, �U:o.�,.� �{��� Date Routed
Suspense Date for Comments: w (Date received +30 days,
not on weekend)
❑ Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Orange Copies to File Pink Copy to Susan

Name) Please
♦ Y
QUESTIONS? CALL 800-238-5355 TOLL FREE.
7214309233
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Rev. 1IA12

State of North Cara
Department of En nment,
Health and Natural Resources
Division of Land Resources
,lames B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
November 2, 1993
MEMORANDUM
To: Ms. Stephanie Goudreau
Habitat Conservation Program Coordinator
Wildlife -Resources Commission
From: Susan B. Edwards it
Mining Program Secretary
Land Quality Section
Re: Mining Permit Modification Request for Vulcan Materials Co.
Enka Quarry - Permit No. 11-03
Buncombe County
Please find attached for your review a copy of the mining permit
modification request for the above referenced project.
Please review this information and advise as to the probability of this
operation having unduly adverse effect on wildlife and freshwater fisheries
(G. S. 74-51 (2)). Please respond by December 1, 1993 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 Mr, Tony Sample at (919) 733-4.574 if you
have any questions.
SBE
Attachments
cc: Mr. Richard Phillips
Geological Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycled/ 10% post -consumer paper

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