61-01_2_Redacted

NORTH CAROLINA .a
Department of Environmental Quality

' P�, 281, 576 026
Receipt for
Certified Mail
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Do not use for International Mail
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Seni to
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P.O.,Stale and ZIP Code
Poswye
Cwlilied Fee
Special Delivery Fee
Rost,cwd Delivwy Fee
Rolurn Receipt Showing
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STICK POStAOE STAMPS TO ARTICLE TO CAPER FIRST CLASS POSTAGE,
CERTIFIED MAIL FEE,ANT CHANCES FOR ANY SELECTEO OPTIONAL SERVICES(tee hoop.
1. 11 am wen!the nnipt scattered.stick IN bummed 310 to the right of ran return address
Impied the recant eltee'heE and brtYnt the thrift or a post office Service window ar hen4 H to
your rural chute(00 area charge). C
2. It No b not want this mryl Natural park the gummed stub to IY didKI of IN return m
papers of the rliek.and.bW[M1 am return Ike ra" iel,and nail the metal. IT
S. If you wait a plan receipt wife IM1e failed mail number ma your neme end address an a
return prowl card.Farm SS 11 and auacn if to IN four of Inc ntii by meant of toe wormed
ends it ono u.Interstate,Olie to Lack of ref de.impose front of an Lo RETURN RECEIPT
REQUESTED adpum to the number.
C. It ym vetnt delivery rei 10 the adi v to an aulhn9ed agent of IN addressee, lew3e
mi RESTRICTED DELIVERY an the from 0 the pride. E
F. Enter Lots for then internal in Thar appropriate spaces to MR M1onl of this an*[, N
mainly rmepl re remnnol che0k IM appli banks in Hem 1 of Farm JAIL. in
r S. Save this re:upt one Resent it if you make Inquiry, It U.S.TPa. IWI-002.91E r1

AUSTIN POWDERCOMPANV BLAST REPORT
T' 6
/Jg w 9 (••'^E`'T' �D APC- nevilb.NC As 9 O e� •
f 9 ,yv G ,150.Goldview Road Asheville,NC,2B88a ,1
r JUL 25 2001
�R_ „_...
BIa51 No.:Ias oj�7B�rypi:l S one Quarry/Stone Mine- Production �pC�ustmnsr. FELDSPAR CORP
'' ' I LAND .: - : :a0�. '6' (246422-0Ot)-
'DeleRlme: 1079050
PPoParmit: CHALK PIT iNCW711 Location: NORTH SIDE SEE GPS
ENVIRONMENT Weather_Overca5l fLU6-vi Clou .d.' 'P . TeOain; Mountainous
Stmeturo Name:' HOUSE Compass Point W Temperature: ' 75 IF
' -Structure Type: DWELLING Dlractlonteeanng: rn278° 'l Wind From; SW
Method Used: Cau-ong. Distance; 3.017 141 Wind Velocity: 10-16 mph
Blas(LeLlLong.;, 35a 54115.5W N 82° 5'`' 9.340"WStructum LMJLong.: 350 SV/18.70(y N Bar 5' 45.80W W
GIYOUT..
No.of Holes: 42 Hole Depth: 20.0 itBurden: 10.0 ItWater Depth: 2.0 N
f No.00/Rom er 4 Subddlgng: 2.0 N Spacing: 10.0 It Stern Length: 10.0 IN
Diameter. 5.500 In Face HNpM: 18.0 N Beck FIII Depth: 0.0 It Stem Type: '78's
Mate Uwd:; No r ry; Drilling Angle: 01 Material Blasted: Feldspar
q WEIGHTS > I Scaled Distance Factor Used:DlWbe 50
Initiation: Non-electric Max:Allow.Chg.Wt.per 8 ma w/o Seismograph: 3.640.9 lb Volume Produced: 2,800,0 ydr
FINng Deviw: Slat Shell Igniter Max.No.of Holes Per 8 was IMenil: 1.00 We19M Produced: 6,44OD t
Other Method: Max.M.of Expl.Per 8 ms Interval: 290.0 ib Powtler Factor 1: 0.951 OR)
Mg and Model: IDEAL., Max.WL of Explosive Per Hole: 161.4 Ile Powder Factor 2: 2.419 Iblydr
' Initiatlon 3aW,nge! Actual Scaled Distance Factor: 177.16 Rock Darragy: 2.300 tyda
Sodas Resistance(ohms):
SEISMOGRAPH Peak Only Seismograph Type;
DaW:, ;jrigger Level: him dis Transverse: 0.0751nIs 5Z0 Hz
. Time: Calibration Dab: vertical; 0.045 his 37.0 Hz
Distance From Blast 3,017.0 N Calibration Signal: Longliku 1nal: 0.055 Inds 71.0 Hz
Dlractlon From Blast W 4,0 Geophone Min Freq: Hz Acoustic: 113 dB
RwdouL I . Mic. Min Freq: Hz Vector Sum: Into
Location: cornett residence: ,
LaLfLon9.: 350 54' 18.70D'N 820 5' 453W'W
Reader and Firm; DEAN SILVER, Analyst and Firm: FELDSPAR CORP. Installer and Firm: FELDSPAR CORP.
FELDSPAR CORP.
CREW
Blast Occulted Other Than Scheduled Time: No Mlsfirs Occurred: No Protective Cove: LOADER
... ....... ...____.. .....n___ __ ..... Nu _____. ._..._..__n. g ....Tied. f.O .....
Lest Name Fist Name Llnme Numbor Cedl6w0on In Cttu a Ted In Chk.Tlaln
ANDERS STEPHEN LLR-0564-2007/SC Yes Yea Yes
STONE ROBERT No Yes No
GRIFFIN JAMES No Yes Yes
PRODUCTS AND SERVICES Total Wefgbt of Explosives(include Primes): 6,773.22 ib
Product Dawdption Quantity Might(1b) Product Doscdptlon Duarafty Weight(lb)
10W SHOCK'STAR Lead-InLine 1.0 ea 0.000 Green Cap Boasters; 24D as 7.920
30'SHOCK•STAR Dual-Delay 26/500 43.0 ea 0.000 HEET 30 Bulk-cf 6,722.3 lb 0,722.300
40'SHOCK•STAR Dual-Daisy 251500 24.0 ea 0.000 Orange Cap DC Booster 43.0 as 43.000
40'SHOCK"STAR Quick Relay 42 me 15D as 0.000 Blast Service-Dewatering w/Operator 1.0 ea 0.000
40'SHOCK'STAR Quick Relay 9 me 4.0 ea 0.000 Blast Senioe-Dow thole Delivery 1.0 to 0.000
Empty-WPP 4112"BAG WIOUT LINER 20.0 ea 0.000 Blast Service-Per Hour 7.0 ea 0.000
Commenls/EtydewaNPws
DOII LogpYes
HEET 30 Bulk-cf densities (91an3) 1) 1.20 2)1.20 3)1.20
5�h
syoewre a e.b emr cnaraa
MIN%Ix37sa4ro . s.sa 07Q=711:39Paaa: I of 2

�076 Ty :PRO TNM Cmpnr FIF FFPFACE PIT114=111 Loakn WO BIDEBEELP3M in LM(4.>A'.RPC.t4NEVLlf.NC
F 0 56in
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Bll
13 Wi 13 25 NO 15 15 26 a 11 25 18 19 25 a a
e
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Q 37j
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31 a a fl a a a a a 9 % HEET309I
IIQ0111614N1
i c„e.csoa.ww.
NOkTYpa 150 Dea81 HuleType Delay DoI
751 50an.
1 125 650 40 252 752
3 100 am 41 319 819 _
3 100 800 42 -319 � 919. _ ., - � � mo�ireweno.
4 75 575
5 50_ 550 TyWAaOpSlER4HEE73o
E 4i61
6 25 U5 _ -
7 0 50000 -
8 42 M2 - "
9 67 56767 ° -
10 92 592 -
11 93 593
12 234 734 - -
13 209 709
14 169 . 6"
15 159 559
16 134 634 -
17 1D9 609 -
18 84 584
19 126 626
20 161 651
21 176 676
22 84 584
23 318 818
24 293 793
25 268 760
26 243 743
27 218 716
28 193 693
29 IN 668
30 210 710
31 235 735
32 Ml 760
33 344 BM
34 462 902 - NIPS
35 377 877 NW
36 352 8 - W N
37 327 827 2] '
38 W2 802 SVJ— —NE
39 277 777
6 6 E
wPs-xrwnmxre6e�n.a as-ovNr.sww. PgF2m2

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FI1-20 Pfi�.a25 GL '67 RHCEN.GD
DYi`an, C sec n•n, L- P"AD dfl ' e tes I. cl<
CalibFateC 22 Feb . 2£h7 JUL 25 2007
Dv Ulbra-tech Irr,
LAND QUALITY SECTION

i

J
EUERLERT U
ERIRL 4 3333 U 5. 51
CLIENT The Feldsner Corp .
LODAT ION Ccrnettt residence
USER DI-an SI ioex
TRIG SOURCE- peo or mlc
TRIG LEUEL 0.030 inis 118 d9CLI
RECORD TIME 5 s
NOTES:
1RIGGEF:D tors . at 11 : 15: 57
20 Ju (x 2007
I RAN IgERT LONG
PPU 0. 023 0 013- 0. 055 to
FRED 57 37 ' £5 Hz.
TI11E £P 223, ?1 ms
RCCEL 0, 09 0. 05 0.08 g
PK O[SP: 0.0003 0.0002 6. 0002 in
PUS 0. 05£ ,.n,is . at. 25n- ms *
PK AIR U/P I1;3 AB(C) et 10,93 rcs
�REQ ,J 5` ' Hz
USBI'1 R,19507 AND OSMRE ANALYSIS
6I.1_ GROUND CHANNELS( Inis )
, f 1
f1
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o. .�� __,1L—_ --. . +. +
,o ;nm
FREQUENCY (Hz)
t Iran = + r Uer I. = xr^ Long = o
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dA

O,eye AUSTIN POWDER COMPANY BLAST REPORT a,ya
APC- hevllle, NC
SF' 0
f gyaG�• 450Goldvlew Road.Aahwille,NC288W • P Rya
Blast No.: 29 9 Blest type':. 'Storie Quarry/S1ons Mine- Production Customer: FELDSPAR CORP
Tl F .q. (246422-001)
o:`�DataTim 0727/0710:00 PhlPermlt:- CHALK PIT INCDD711 " Location: NORTH SIDE-SEE GPS
ENVIRONMENT ,;q: Weather: Overcast I Low Cloud Terrain: Mountainous
I_ t Sbuctura Name: CORNETT RESIDENCE Compass Point: HE n Temperature: 70 aF
I, StvWre Type: 'HOUSE `� Dkiction/Bearing: 14T'. Wind From: SW
-I Method Used: LatlLart9[. Olstancs: 853 ft; Wlnd Velocity: 0-5 mph
I Blast LaULong^ :850 S4'k12.400-N'I 820 5' 52.700'WStructurelauLong.: 350 SW 18.7W' N 820 5' 45.800" W
LAYOUT
' ) Ba.ot Holes: - 1o,. Hole Depth: 62.0 It Burden: 12.0 it Water Depth: 1.0 It
No.of Rows: 4 Subddlling: 3.0 It Spacing: 12.0 ft Stem Length: 10.0 It
Diameter: 5.500 In Face Height: 59.0 It Back FIII Depth: 00 It Stem Type: 780S
Meta Used: No Drilling Angle: O° Materiel Blasted: Feldspar
WF.IGH73' Scaled Distance Factor Uead:DN a 50
Initiation: Nonelectric Mao.Allow.Chg.Wt per 8 me w/o Solimograph: 291D lb Voiums Produced: 5.034.7 yd'
.. Firing D9wce: Shot Shell Igniter Max.No. vl Hdm Par 8 me Interval: 1.00 Weight Produced: 11,076.3 I
Omer Mathad: Max.WL of Expl.Per 8 ma Interval: 1,293.6 lb Powder Factor 1: 1.070 tAb
Mfg and Model: IDEAL Max.WL of Explosive Per Hole: 646.8111 Powder Factor 2: 2.055 lbryd'
Initiation Settings: Actual Scaled!Distance Factor 23,72 Rxk Denelb: 2200 UivP
8erim Resistance(ohms):
SEISMOGRAPH Peak Only Seismograph Type:
Date: Trigger Level: INe dB Transverse: 0.340 links 47.0 Hz
Time: Calibration Data: Vertical: 0.320 Info 22.0 Re
Distance From Blast 853.0 It Calibration Signal: Longitudinal: 0.40D Into 16.0 Hz
Direction From Blast: NE Geophims Min Fmq: Hz Acoustic: Ile d0
Readout: Mk,Min Free:, Hz Vector Sun: Inle
Location: CORNETTRES.
LatlLong.: 360 54' 18.70(rN 620 5' 45.800"W
Reader and Firm: DEAN SILVERS, Analyst and Firm: SAME Installer and Finn: SAME
feldspar corp
%CREW
Blurt Occurred Other Then scheduled Time: No Misfire Occumd: No Protective Cover, FRONT END BUCKET
......... ...._......
Last Name FIrM Name License Number Certification In Chugs Thad in Chk.TIe4n
SAMPSON HOWARD - No No Yes
GRIFFIN JAMES No No Yes
' PLEMMONS REA 259.68-0114 Yes Yes Yes
c ............. ......... .._._.._. _____. _-__._._ ____- _.____ _ ......... .....I..--...
a
"-PRODUC7SANDSERV/CES iota)WelgM of ExpbsNea(IrrtluM Primers): 10,348.48 Ib L
Product Description Quantity Weight Qb) Product Description Quantity Weight(Ib)
1000'SHOCK'STAR Lead-In-Una 2.0 as 0.000 Green Cap Boosters 16.0 ea 5.280
4V SHOCK'STAR Dual-Delay 251500 2&0 es 0.000 HEET 30 Bulk-cf 10,313.2 lb 10,313.200
4V SHOCK'STAR Quick Relay 42 me 14.0 ea 0.000 Orange Cap DC Booster 30.0 as 30.000
80'SHOCK'STAR Dua4Delay 25/475 16.0 as 0.000 Blast Service-Downhole Delivery 1.0 " 0.000
Empty-W PP 4 1W BAG W/OUT UNER 40.0 ea 0.000 Blast SerAc Per Hour 40 we 0.000
consaze8dEloaradens
Drill Log:Yes
HEET 30 Bulkaf densi8u(groms) 1) t.222) 1.223)1.22 RECEIVED
Ga er al Commerce: Shot 14 we holm will slot
JUL 30 2007
LAND QUALITY SECTION
SOnvure o alesler In Cnerpe
elmo wswl8oz.ew . 5ra01 0727/0711:16 Papa: 1 of 3

Blest 29 Daft:0712V07 10:00:00 T PRODUCTION Company FELDSPAR CORP PWPwMit CHALK PIT INCO0711 Location:NORTH SIDE-SEE
GPS Austin Location: C-ASHEVILLE,NC
FREE F7QE
42 25'
2 3 t 4
42 Y
5 25 42 7 25
42• _
p 1a 42 11 25 12 _ _•
.14 4 15 25, 16 1 r ti
13
HoleDelay DBak1 i
3 42 542 „ ?
4 67 567
5 109 609
6 84 584 -
7 1126 626 - ?,
8 151 651 r
9 193 693
10 168 668 - T :i
11 210 710 ' t
12 235 735
13 271 777
14 252 752
15 294 794 - f
16 319 819 .7
? 6E\ SIN
NE N NW
. , NpS
MPS-Nmvm Pmocod gtx*ro.GS-OIhw sholtm. Pope 2 of 3

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FITp.76, OT=38._FV=76. OU=36 _FL=76, OL=38..
Fry=20 .FM=525._BL=69
DrnPmlc geo_ cq L:,, pessedMlc _test ok
Cn.tl,b.ro.ted,. 22 Feb .._ 2007._ _
br, UJ b.r a—Tech. Inc
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EVERLERT_ UL
RIAL #. _. _ .. 3$33.,V 5..5d
LENT ._. The 'Fe Ldspor Corp .
CATION Co r n e;t;tt..,r e s I d e n oe�
ER ._._. Dean SO•Lver
IG._SOLIRCE_ _. seo. ...or,
:IG, LEUEL _ 0.030' Pn is,._ 113. dBCLT�
:CORD TIME_.. 5_.s _ ..
)TES.:
ZIGGERED vert.. at 10:.00: 58
.. _.27. Ju1r_2007 ..
TRAN._ .. VERT _ -. •LONG%
oU_ . _. . .e:,340 0. 320 _ .0J9001. 1.6/6
RED___. 47 22.. 16.._ Hz
IME _283 _1.77 _ '._269'- ms,
CCEL .... _ 0. 24 _ 0,23 0.30
K. DISP:, 0: 00+17_ .... 0. 00,16. ..0..0023 ... In_
US,,0. 406�_;ncs at 289„ms
K. AIR O/P 116 dBCL). at Li101 ms
RED, .. . . '1 3_..H2
LJSBM R18507,_AND OSrIRE ANALYSIS,
ALL. GROLIND. CHANNELSf,rnis ).
L
i
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7�
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+ + O
+0 +p
J x-X.+p4ey
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One 7� AUSTIN POWDER COMPANY BLAST REPORT O, IeA_
43
° f�Ay9 `�• APC-Asheville,NC
\ 450 Goldvlew Road Asheville, NC 281104 \
Blast No.: 26 Blast type: Meta9Nonmml Mine-Production Customer: FELDSPAR CORP
�
u (246422-001), Daternswo 07/1210710:30 PWPemill:,''CHALKPIT 1 NCO0711 ' Location: RIGHT SIDE
ENVIRONMENT ' P 1, r Warthan.. Clear Temlm Mountainous
Structure Name: STANLEY BEACH 1 .Compass Point W Temperature: 75 °F
Structure Type: Residence �,_ -.. " � DlracUanrBeennB: 28911 WIrM From: IN
Method deed: LaULong;�I' 1 Dietarce: 2,707 ft Wind veleclly: 3-10 mph
Blest taul.ong.: 350,v53;53.DWN 820 5' SS.0001a/Stmcmure LauLong.: 350. 63' 52.600" N 820 6' 27.9DT W
- Na of Nob Daptic.':..; 5,0 ft Burden: 2.0 ft Water Depth; 1.0 itNo. of Rove: ,lrT.. 2 Subdnliing: i, 0.0 it Spacing: 2.0 ft Stem length: 4.0 ft
% .Obmeter:' 3.000 In Face Haight.i' ':6,0 H Back Fill Depth: 0.0 ft Stem Type: 789
MabUssO� No Drilling Angle: 0° Material Blasted: Feldspar
WEIGHTS- I ' ''y' Scaled Dbbnce Factor Used:DM2h= 50
Anlgdtlori: Non-eleeVk Maa.AIim Chp;WL p6r 8ms wlo sebmogmph: 2.931.1 lb Volume Produced: 19.3 yd'
Firing Device: Shot Shell Igniter IAec No.d,Holea Par a me Inbrval: 3.00 Weight Produced: 42.6 t
Other Method: Max WL'of Etpl.Per S me Internal: 6.6 Ile Powder Factor l: 0.747 t/lb
11
Mfg end Modal: IDEAL Met.WL of Eepiww Par Hole: 2.2 lb Powder Factor 2: 2.953 Iblyd•
Initlatloi si'Ongs: Actual Stated Distance Factor, 1,053.70 Rock penalty: 2.210 ttyda
Berle-e'Rwlamnw
SEISMOGRAPH No Trigger Selsmogreph Type: 'EVERIERT
Data: Trigger Lane: 0.02 Iris 105-.dB 4Tmmverse: Into Hz
Time: Calibration Dale: 01/01/07 Vertical: iNs Hz
Dlimince From SbeL 2,519.0ft Calibration Signal Longitudinal: INe Hz
Direction From Blast: E Geophorm Min Part:_ Hz - Acoustic: d6
Readout: MIc.Who Fiaq: Hz _ Vector Sum: In/e
Location: MCHONE RD, I - �
,A Land Ron: 350 N 43.3W"N . I 20.000"W Installer aria Firm: DEAN SILVERS Rsadsi ana Flrm: DFJdV SILVERS-dam - Analyst and,Fin: WA
1 i FELDSPAR CORP. 1,
..CREW
Blast Occurred Other Than Scheduled Three: No _ Manor Occurred: No v Pretactiva Cover; LOADER
Lent Name ` N i'. First Name 'Lkereia Number GRMcatlon In Charge nod In Chk Tie-ins BIGGS LAURA No yes Yea.
BOWERS'j_ '^v. PAUL`'•f .- - LLR.0193-03/SC you Yea Yes
,_..._........_...___ .................... ._. .... ........_ ........ ........ ._._................... .
PRODUGTSANDSERVICES'II. i TOWI Weight of Eiploelvas(include Pdmare): 57.00 Ib
Product 6oacriptlon`h `T Quantity Welght(Ib) PredwAlkaxildon Quentily, WOW(lb)
1000'SHOCKSTAR Lead-In-Lirtb . 2.0 ea 0.OD0 Hyd=IW BSB 212 X 1 B-Stk 9.0 at 30.000
12'SHOCK•STAR Quick Relay 17 me 3.0 ea 0.000 Orange Cap OC Boaster 27.0 as 27.000
30'SHOCK•STAR Duel-Delay 26/500- 28.0 ea 0.000 Blest Service-Per Hour 4.0 as 0.000
CommerWEvidaeadons \: l
D011 Log:No,
% . .y
General Comment$: BOULDER SHOT NO READING ON SEIS. USED ONE EXTRA ORANGE CAP BOOSTER.
t ,
SlgneWM 0 Blaster In Curse
e1e0u1).ntO1 n151506wI v e1804 07/12/0712'33 Peas: 1 0l 2

& 26Nw.0714D11°'.b:m Ttgw PRODMTML�:MDSPMt CARP PENP:I:Ik LIWNGrt IXLMit {Qylm:RIGHTSME LrvF Lmav:FCAHN ILLENC
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' .• xvs-na..n Pm.e.a smnU.os-omrm�c.a. Pgeiyi

AUSTIN POWDER COMPANY BLAS I1w*CORP
APC-Asheville, NC s 111 1 6` �QyT450 Goldview Road Asheville, NC 2; VLBlast No.: 27 Blast type: Stone Quarry/Slone Mine- Production i fNQr ELDSPAR
(246422-001)
DateOlme: 0W131D712:19 PIVPermit: CHALK PIT 1NC00711 Location: SOUTH SIDE SEEGPS
ENVIRONMENT Weather: Cloudy I High Clouds Terrain: Mountainous
Structure Name: RESIDENCE Compass Point: W Temperature: 80 OF
Structure Type: HOUSE DireclionlBearing: 2670 Wind From: SW
Method Used: Lat/Long. Distance: 2,635 8 Wind Velocity: 0-5 mph
Blast LaULong.: 350 53- 52600"N 820 6' 27.900'WStructure Lat.11ong.: 350 53' 52.600" N 820 6' 27.900" W
LII'Dl/T
No.of Holes: 38 Hole Depth: 50.0 tt Burden: 12.D ft Water Depth: 10.0 ft
No.of Rows: 4 SubdrillmW 2.0 ft Spacing: 13.0 ft Stem Length: 12.0 It
Diameter: 6.500 in Face Height: 48.0 ft Back Fill Depth: 0.0 It Stem Type: '78's
Mare Used: No Drilling Angle: 0. Material Blasted: Feldspar
WITICHTS Scaled Distance Factor Used:Di= 50
Initiation: Non-electric Max.Allow. Chg.Wt.per B me wlc Seismograph: 2.777.3 Ib Volume Produced: 10,538.7 yd0
Firing Device: Shot Shell Igniter Max. No.of Holes Per me Interval: 1.00 Weight Produced: 24,239.0 t
Other Method: Max.Wt of Expl.Per me Interval: 65TO Ib Powder Factor 1: 1,036 UIb
Mfg and Modal: IDEAL Max.WL of Explosive Per Hole: 657.0 Ib Powder Factor 2: 2,22016fyd0
Initiation Settings: Actual Scaled Distance Factor: 102,80 Rock Density: 2.300 Dyd'
Series Resistance(ohms):
SEISMOGRAPH Peak Only Seismograph Type:
Date: Trigger Level: ins dB Transverse: 0.030 in/s 39.0 Hz
Time: Calibration Date: Vertical: 0.05D infs 23.0 Hz
Distance From Blast: 2,535.0 ft Calibration Signal: Longitudinal: 0.04U in/s 23.0 Hz
Direction From Blast: W Geophone Min Free: Hz Acoustic: 120 d8
Readout: Mic. Min Free: Hz Vector Sum: inls
Location:
Lad.ILoai 350 53'52,600"N 820 6 27.9D0"W
Reader and Firm: DEAN SILVER, Analyst and Firm: FELDSPAR CORP. Installer and Firm: FELDSPARCORP.
FELDSPAR CORP.
CREW
Blast Occurred Other Than Scheduled Time: No Misfire Occurred: No Protective Cover: SHOVEL
._._ ....._...... ......... .. _ ....__..-.. ......_...___.. .__._..__ _ ...... . .... ...... ................. _......._ . . . ......... ....
Last Name First Name License Number Certification In Charge Tiedin Chk.Tie-in
ANDERS STEPHEN LLR-05I34-2007/SC Yes Yes No
— - SAMPSON HOWARD No No No
GRIFFIN JAMES No Yes Yes
.._............................... ..... .. ...... _...._._-.._._.............._....._...._........... ....... ...... _.._._....._..-....
PRODUCTSAND SERVICES Total Weight of Explosives(include Primers): 23,390.84 lb
Product Description Quantity Weight(In) Product Description Quantity Weight(Ib)
1000'SHOCK'STAR Lead-In-Line 1.0 as 0.000 HEET 30 Bulk-cf 23,340.3 lb 23,340.300
40'SHOCKBTAR Dual-Delay 251500 38.0 ea O.ODD Orange Cap DC Booster 38.0 on 38-DDO
40'SHOCK•STAR Quick Relay 42 me 15.0 ea 0.000 Blast Service-Dewatering w/Operator 1.0 as 0.000
80'SHOCK'STAR Dual-Delay 251475 38.0 as 0.000 Blast Service-Downhole Delivery 1.0 as 0.000
Green Cap Boasters 38.0 ea 12.540 Blast Service-Per Hour &0 as 0.000
Comm rnivEvirlann lops
Drill Log: Yes
HEET 30 Bull densities(glcmr) 1) 1.20 2)1.20 3)1.20
General Comments:
HAD SOME HOLES IN SHOT THAT WERE 2 TO FT. SHORT
SignaWre or Bleskr in Charge
eien Io:,i,mn3zoasm 5.'era 071110713,12 Page: 1 of 2

all zr OUR 07113m7 iz:,ew ryve:vxooucnoN comb�2I FACIE E1:cxua PIT ixcpwi, vbn:sourx SIDE SEE cvs wain c�ran..wc nsHEu,uE.xc
5 es m
12
p'I
11 13 13 to 15 fe 1] 10 15 a "TamnfiPava»-
u � mu
5
a s a a a as m m a n a m a a zo
42 30 TEET3013u1I
j IboIT S?S M)
5
a m m3. 25 m m 32 2'`' m a 31 `25 m
40
HOIeType Delay Decks Oi
1 100 575
2 75 550 45
3 50 525 SO L'
5 0
5 4475 r"A SOasTExa HEET30
6 42 517 leszoml
7 67 542
8 92 567
9 117 592
10 142 617
11 184 659
12 159 634
13 134 Im
14 109 58d
15 64 S59
16 126 601
17 151 626
18 176 651
19 201 676
20 226 701
21 394 869
22 243 718
23 218 693
24 193 W8
25 168 543
26 210 685
27 235 710
28 260 7W
29 285 750
30 310 785
31 369 844
32 327 802
33 302 M
34 277 752
35 252 727 8
35 294 769
37 319 794 E \\' wNPS
38 344 819
NE N NW
NPS-Neal PvWa SOunue.08-OtW a0unue. PIRG W2

C
m
B
8
0. 050 tniS idiom - 0.00073 pslid ; v
DYNA111C GEO CALIBRATION
� c r
1 =75 01 =37 FU=75 OV=36 FL=75 01_=35
1=20 P11'=525 BL=66
lnamlc aeo ca L: passodilic Lost ok
kliblo Led 22 Feb. 2007
V {hrc—Tech Inc

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EUERLERT U
SERIAL b 3333 V 5.51
CLIENT The FeldSPar CoTP ,
LOCATION Gblr Drive
USER Dean Si Lver
TR[G SOURCE geo or mlc
]RIG LEUEL 0.030 leis 119 dBCL)
RECORD TIME 5 n
NOTES'.
TRIGGERED tran , at 12: 19r 93
13 Jut? 2007
1 RAN JERI' SLOK
PPU 0, 030 0. 050 inis
FRED 39 23 23 liz
TIME 0 69 201 ma
ACCEL 0.04 0-04 0-04 9
PK 015P: 0.0003 0. 0002 0. 0002 In
PUS 0. 056 I�tlis„ at 90 ms
PK AIR O/P 129 ,d B(L) at 211. 1 ms
FRED. 3 liz
USBM R16507 AND OSrIRE CiNALY31S
ALL GROUND CNANNELSC ; nis )
r
F
u.e.L�u�� • xI ILL
FREQUENCY (H2) mw
1'ran = Uert = x , Long = a
may+ +-✓.�++� H-.•_ . N
u l
4
i
i

dS,sya AUSTIN POWDER COMPANY BLAST PORT SUN! ) VCR y 0.ya
• ew Road
ah Asia .NC �N 97QOJ
y\N 450 Goltiview Rwtl Asheville,NC 26MO04
Blast No.: 24 Blast type: Stone Quarry/Stone Mine- Production Customer: A CORP
(2464 01) ..
Oatarnme: 0611510711:30 k Permic CHALK PIT INCO0711 Location: NORTH SIDE SEE CPS
ENVIRONMENT Weather'Foggy Terrain. Mountainous
Structure Name: RESIDENCE Compass Point: NE Temperature: 70 OF
Structure Type: HOUSE DlrectloniSearing: r38,°� `r1 Wind From: SW
Method Used: La dLong. Dlslance: " 11181 ft 1 wind Velocity: 0-5 mph
Blast LatJLOnB: 35e 5N 9.600" N 820 5' 54300'W Structure 1-001.00g.: 3501,54'- 18.709' N 820 5' 45,800" W
LAI YOUT
t No.of Holes: 53 Hale Depth: 26D R Burden: 10.0 Ift Water Depth: 0.0 It
f No.of Rows: 5 Subdd0ing: 2.0 It Spacing: 10.0 R Stem Length: 9.0 ft
.Diameter: 5,500 in. Few Haight: 24.0 ft Back Fill Depth: 0.0 N Stem Type: '78's
Meta Used: No Drilling Angle: 01 MateHal Blasted: Feldspar
WEIGHTS I Scaled Distance Factor Used:DA A O, 50
Initiation:. Non-electric Max.Allow.Chg.WL per a has w/o Seismograph: 557.9 lb Volume Produced: 4,711.1 yd'
Firing.Device: Shot Shell Igniter Max.No. of Holes Per B me Interval: 1.00 Weight Produced: 10,835.6 t
Omer Method: I Max.Wt.of Expl.Per B ms Interval: 178.0 Ib ,- Poairdx r Factor 1: 1.486 Ulb
Mfg and Model: IDEAL, Max.Wt.at Explosive Per Hob: 178.0'Itt Powder Factor 2: 1.548 Ibfyda
Initiation Settings: Actual Scaled Distance Factor. 88.52 Rock Density: 2.300 tfyd'
Series Resistance(Ohms): -
SEISMOGRAPH Peak Only . r Seismograph Type:
Date: . Trigger Level: Inis dS Transverse: 0.075 Inks 22.0 Hz
Tim: Calibration Date: Vertical: 0,1051Na 34.0 Hz
Distance From Blast- 1,181.0 ft Calibration Signal: Longitudinal: 0.105 Inge 39D Hz
Direction From Blast: NE Saxophone Min Freq: Hz Acoustic: 119 dB
Readout: Mk. Min Freq: Hz Vector Sump iNe
Location: cornett residi
LatlLong.: 350 54' 18.700"N 820 5' 45.800"W
Reader and Firm: DEAN SILVER, Anaystand Flmr: FELDSPARCORP. Installer and Firm: FELDSPAR CORP.
FELDSPAR CORP,
CREW
Blast Occurred Other Than Scheduled Time: No Misfire Occurred: No Protective Cuvec LOADER
......_............... _.....
Last Name First Name License Number CedlBcation In Charge Tledln chk.Tle-In
GRIFFIN JAMES No Yes Yes
BIGGS LAURA No Yes No
ANDERS STEPHEN LLR-0564-2007ISC Yes Yes . Yes
....----I--........__.........-._'--....... .. ..._......._-.._...._...--.-._._....._..._____...___._._............____.................. .... ...........
._..__....
PRODUCTSAND SERVICES Total Weight of Explosives(Include Primers): 7,294.24 Ib
Product Description Quantity Weight(Ib) Product Description Quantity Weight(lb)
1000'SHOCK'STAR Lead-In-Line 1.0 as 0.000 Empty-WPP 4 112" RAG WfOUT LINER 25.0 as 0.000
30'SHOCK•STAR Dual-Delay 251500 56.0 ea 0.000 Green Cap Boosters 48.0 as 15840
40'SHOCK'STAR Dual-Delay 25/500 40.0 as 0.000 Heel 20 Bulk-cf 5,441.2 Ib 5,441.200
40'SHOCK"STAR Quick Relay 42 me 21.0 ea 0.000 Orange Cap DC Booster 50.0 as 50.000
40' SHOCK'STAR Quick Relay 9 ins &0 ea 0.000 Blast Service-Dewatering wJOperator 1.0 as 0.000
Austinite 15 Bulk-d 1,767.2 ib 1,787.200 Blast Service-Downhole Delivery 1.0 ea ODDD
Blast Service-Per Hour 6.0 as 0.000
CommewslExplanal(aar
Dail Lag:Yes
Austinite 15 BuR.cfdensitbs(gloms) 1).85
Hoot 20 Bulk-cf densities (glans) 1) 1 20 2) 1 20 3)1 20
General CommaD(9: HAD 41 HOLES IN PRODUCTION SHOT AND 12 BOULDER HOLES BEHIND SHOT
Signature M BlaeLLv in Cnarge
Bala 10 61603 C8115I071223 Pane: 1 of 2

Blva'.244w:M IV37 Type:PR000CTI0N FfL09PNt CORP Pl~iLCWLR P111NGM)W L tier.NORTHSDESEEGPS N I Lomam.APCASXFNLLf.W
1 FMF FACE
- _ 21 21 Ir
25 v
i 25 2.. ; 3 25 4 25 5 ` 2 0 2 7 9 25 9 - - 3, "16e 6'
10 25 11 5 1}. 13 1442 f 15 25 _18 �' 17 aetank l5 BUNa y
ro Oa MOII
42
19 .w 5 21 5 22 5 23 0.2 24 23 25ZD.
furiCyBoouxe-
sm u
42 - � - 17 � Hae1N BiIXd
%i 11011131.0 W)
' '28 5 A 5 � 5 31 2 2 ''34
M
42
33 5 25 37'26 38 02 39 % 40. 25 41 25 _
- /,Oepe CeP 9B
. BNYsd"A}' IY
25
T"&BOMTER8 HEETM4
U60(176CO)
9 e
SI _
42
A 4I 49 ffi 44 - 9] -
9 2 _
l
HoleI Da1ay Nmkt HOIRType Dairy D kt Hobiype Delay Oxkt XolaTypa D&ay,DI HoleTypa Delay Da l
1 142 642 -12 '176 676 23 b 210 710 34 302 W2 45 A 571 1071
-2 117 617 13 d51 651 24 168 668 - 35 453 953 46 646 1146
3 92 592 - 14 126 626 25 - 193 ; 693 36 428 928 47 6% 11%
4 67 567 15 84 58.1. 26 218 718 37 403 903 48 5% INS
5 42 542 16 109 609 `' 27 100 600 38 378 878 49 621 1121 NPS'
.6 0 500 17 134 634 28 369 $69 39 336 836 50 671 1171 N
7 25 626 18 125 625 29 3" 8" 40 361 861 51 721, 1221 NW NE
8 50 550 19 310 810 30 319 819 41 386 886 52 487 997
9 75 575 20 285 785 - 31 - 294 794 42 A 462 %2 53 ' 512 1012 W---E
10 226 726 21 260 760 32 252 752 43 A 637 ' 1037
11 MI 701 22 235 ]35 33 2FT 777 44 A 515 INS SW S SE
NPS-"e PM Serve:M-gb"wcWn. Pa6e2d2

I
0.050 inisidiv 0.00073 psiidiv
DYNFlMIC GFO CALIBRHTION
F1'=76 01"=37 FU=76 OU=37 FL=77 01_=33
FM=20 Fi1=526 BL=36
Dynamic aeo ca L: nassedMlc test ok
CPllbrated 22 Feb . 2007
6r Uibro-Tech Inc

EUERLERT U
SERIAL k! 3933 V 5. 51.
LLIE1,11 The Feldspar Corp .
LOCPTION Corne Ltt Residence
USER. Dean SI 'lver
TRIG SCDRCE 9eo or mlc .
TRIG LEUEL 0. 030 Ines 118 dBCL] '
RECORD TINE .5 s ,.
NOTES:
TRIGGERED part. at 11 : 30: 35
15 June 2007
f TRwl UERT LOhiG
PPU ' 0. 975 0, 195 9. 105 In/s
FREO 22.E 34 3S Hz
TIME_ 5R7 351 1?3 ms
FI,CEL 0. 09 0. 08 0. OF 9
PK. ❑ISP: 0. 000G 0.. M95 0. 0009 In
PUS 0, 123 Ines aL 293 ms
IRK HIP O/P �119)dB(U a. L 1382 ms
FREG TO_ Hz
USBN R18597 AND OSNRE WiLYSTS
ALL GROUND CHANMELSiinis ]
F
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FR'ECUENCY C117)
IT an = + , UeTL = % , Long =
f

O+.A9 AUSTIN POWDER COMPANY BLAST REPORT �O+xAA
APC.Ashevllle,NC
3
.. ° gP fA 5� 4w coieldaw Roaa.Aenevme,rlc zeeos. , . .. . . - A 9vi
Blast No.: TS Sleattype: MetalMonmetahMine+-Produa0on ° Customer: FELDSPAR CORP
(246422-001)
DalaMme: 07/0210711:30 PWPomIC CHALK PIT 1NCO0711 Location: LEFT SIDE 3240 ELAV.
ENVIRONMENT Weethei: 'CI666 High Clouds •Timm: 'MOu19a'imdu5
Structure Name: Connect 4 :�� peed airs: ;E'` I: I-; I. , ' ;t '.Tempdtatiriei ', +.• 78 °F
.Y t DlnetioieBaa ,+ ,�,�+; ') . ._, r
:. cod v
Structure Type: Residence dnp: !#.1� Wind from: E
Method Used: Lat./Long. Distance: 2,025 If Wind Velocity: 1-5 mph
[ Blast tat/Long.: 350 54' 10.000'N 820 5' 68.600'WStruelma LaL/Long•: 350,/ SW -12.800' N fir 5' 32.200" W
LAYour
No.of tides: BB Hole Depth: 26.0 It Burden: 10.0 h Water Depth: 3.0 H
No.of Be"; 3 Subdrilling: 3.0 It Spacing: 10.0 It Stem Length: 11.0 It
Diameter: 4.500 In Few Height: 23.0 It Back Fill Depth: 0.0 R Stem Type: 789
Mats Used: No Drilling Angle: 0` Material Blasted: Feldspar
'WEIGHTS Scaled Dletance Factor Ueed:DMi 5O
Inhuman: Non.Memnc Max.Allow,Chg.Wt pare ma w/o 941161110greph: 1,640.3 Ib Volume Produced: 5,622.2 yd'
Firing Device: Shot Shell Igniter Max. No,of Hales Per 8 ms Interval: 3.00 Weight Produced: 12,408.2 t
Other Method: �� Max.Wt.of Expl.Par 8 ma Interval: 382.5 He Powder Factor 1: 2.784 tllb
Mfg and Model: IDEAL F 1 y Max.WL of 0npioahm Per Hole: 127.5 He Powdar Factor 2: 0.793 Ibtyd'
InitiatIon Settings: r.' Actual Scaled Distance Factor: 103.54 Rock Dereafty: 2.210 UW
Series Roslacerce(ohms): i
SEISMOGilt,f! Pyeek,OrilY I .� e Ij- Seismograph Type:
Data: `X ,S Trigger Level: iNa dB Trmtmne: 0.075 its 37.0 Hz
Time: Calibration Data: P Vertical: 0.070 Inls 32.0 H2
Distance From Bled: 2,025.D It Cellbntidn 81giu1: , Longitudinal: 0.085 1N "ifs 17.0 H
Direction From Blast: E Geo ° 1'M1'1 •
phome MlnF rp:4.:'. Xz ACauatle: 112 tlB
Readout MI0.Min Fred: 'C Hz vector Sum: Inre
Location: CORNETT RES, '1
La ,fLong.: 359 54' 12.B00'N Sir 5' 32.200'W
Reactor and Firm: DEAN SILVERS, •i Analyst and Finn: N/A Installer and Flrm: DEAN SILVERS
FELDSPAR CORP.
CREW i e
Bled Occurred Other Than Scheduled Time: No Misfire Occumc: No protective Cover, LOADER
.._..... ................
Last Nacre First Name Deense Number Certification In Charge Tied In Chk.neln
SAMPSON HOWARD ; l No Yea Yes
BOWERS PAUL LLR-0193-MC Yea Yes Yee
GRIFFIN JAMES ) F No Yes Yee
t:.._..._.._..................... ........... ................._........:............ --------................_..._...._..._........ ._................-_.......
.......
PRODUCISAND SERVICES � . a Total Weight of Ezpiashms(Include Pdmars): 4.456.37 lb ..
Product Description 1 .Guaranty V•r Weight ab) Product Description Quantity Weight(lb) 4
1000'SHOCK°8TAR Lead-IrvLine 1.0 ea • 0.000 Empty-WPP 4 12'BAG W/OUT LINER 55.0 ea 0.000 '.
30'SHOCK°STAR Dua4Delay 25/501) ,l 43,110 ea DD00 Green Cap Boostem 190 ea 0270
49 SHOCK'STAR Dual-Delay 25=0 - � 24:0 ee : 0.000 HEET 30 Bulk-d 40384.1 to 4,384.100
40'SHOCK°STAR Quick Relay 17 me i .1 5!D ee; D.000 Orange Cap DC Booster 66.0 ea 88.000
40'SHOCK°STAR Quick Relay 42 me 16.0 eti 0.000 Blast ServksDewxtering w/Operetor 1.0 as 0.000
60'SHOCK°STAR Dual-Delay 251475_ _ 18.0 as D.OW Blast Service-Dowsthoie Delivery 1.D ea 0,000
Blast Service-Per How 4.D as 0.000
Commen zZwonedoaa '
OrM Log: No
HEEf 30 Bug.-cl Mmaln(elan') 1) 1,22 2) 1.22 3)1.22 N "
General Commands:
- 24 PRODUCTION HOLES AND 43 TOE HOLES, 4
SgnaWre m SNster In C1wp
lem 0.1um133a12.101 v 516 W ONO2/07 13:05 Peeo; 1 of 3

. evn:n ow mu2m+ +13o:oo.m:aPooucrwN cnro.r'.r>:iosval cony rnmmNC CNMX nrt iNcoolir �«reweaaeuv.-.,mi�c�:NcxPW.vn�,Nc _
c
Y _ _
] Sa
NekOeky �NobOekyI L
t 467." i= 35 368
3 417 37 418.e - _
... 4 3W 38 43 ` — -
5 367 39 225-, -
6 w 40 175 - - - -
7 317 - 41"
8 292 426100. -
9 267 43 175c
10 242 44- 75
11 217 45 e35 - -
12 259 146, 010
13 254 W 565 _
14 309 :46"- 580. -
15 334 '49 " 635:: . o -
16 369 50h 510 - - - -
n 296 . 51 485 - - - -.
1e 175 . 52 460 -
19 450 , 53 436 1
20 50 64, 410 -
21 125- 55 383 .-
22 25 56 427 P -
23 551 57 452"
24 526 56 477, - -
25 501 59 502 -
26 478. 60 W7�
27 451 -81= 230_
28 426 62� 225.. - _ - _ NPS
29 401 63 - 2W, a _ E
30 378 M! 150
31 351 65' 0 NE\/SE
32 326 66. 125 - -
33 301 -A "+
r 34 343 ��SW
W8-Nm MpxvNSN W-O rfrWWap 2K3

Blast?25 Oate:07=107 11:30:00 Type;PRODUCTION Company.FELDSPAR CORP PtlPemm:CHALK PIT INC00711 Location:LEFT SIDE 2240 ELAV. Austin Wantion:APC-ASHEVILLE,Nr,
0�.5i� 0�.5kt 0.04.Sin
i
I I
I 1
S; 78911' 2 1.0
e� 3= I 4.5 �
70 T
t
71 d 2.0
CRUSHED ROCK
4.5
5- 2.5
GrewCap Booster*. 8 3.01
500rm i
y5d l t5Ib) 7 �E 3.5 3'
23 / HEET 30 BLdkd
53.0It 38.7 tbJ
DC Orango Cap DC
B �iOnww�75" 9 Coster-5wrris 4.5
28 10 5.0
Type A(1215 rb) Type B(38.7 lb) Type C
1
UPS-Nearest Protected St uc re.OS•Cem soothes. Pape 3 of 3

=RECEED
• i j,
�Y3

i
.„TI o.
Is,a ; �
OTNPf1IC GEO COLIB.4'FT.ION
ti c r
FT=7G OT=37 FV=77 OV=36 FL=77 OL-39
F,fl=2O Pf1=525 BL=55 '
Ornbm lc 3°� =n L ' vas Se�N ir. test o4
Ca L 22 Feb. 2007
br Ul6rn-le-h ]nc

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SERIAL #- IS333
CLIENT The Feldspar Corp .
LOCATION Coroe Lti, Residence
USER Dean Sliver
TRIG SOURCE geo of mic .
TRIG LECIEL 0.030 in/9 118 dBCL)
RECORD TIME 5 s
NOTES:
TRIGGERED ions . of 11 : 30: 16
02 Ju Lv 2007
TRAN UERT IL9NG .
PPU 0. 075 0. 070 0, 085 Inis
FREO . 37 . 32 17 Hz
TIME ISO 192 . 256 ms
ACCEL 0.07 0.05 0. 08 s
PlK OISP: ' 0, 2003 0. 0003 0. 0005 In
PUS 0. 093 \n{sl ul. 60 nis
PK AIR O/P 1612..d BCL) aL 1907 ms
FRED 5 Hz
USBM R18507 AND OSIIRE ANALYSIS
ALL GROUND CHANNELS( i vs )
F '
--------------
r
i
a
FREQUENCY CH2) .�
.t Iran = i Vert = ' X , Long = o
tj
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4
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1

O AUSTIN POWDER COMPANY BLAST REPORT O
E Ie oe
9 �y6
APCAaheville NC
•4r',L ,, 050 Gotavlew Roatl_Ashavllle NC Iae04. • - m •6f,,: . „ :. ILL ,fR
Blast No ' 23 Blast typo'.° .MelagNonmelal Mine Production Customer!.FELDSPAR CORP
!J di :� (246422-001)
DatwTim'e:; 06/07/0�14:16'PIUPamllt:) CHALK PIT 1 NCO0711 Location: RIGHT SIDE
ENVIRONMENT f c-. Weather. Clear Terrain: Mountainous
Strudhee Name:,..RONNIE.ROHN . .•�, �; Compass Paint W ^ Temperature: 80 OF
Structure Type�'Residence DlrectioNBearing: I'2670,.�^ WILL From: NW
Methotl Used: Let.ILang.. i ; : Distance: l' 2,635�ft Wind Velocity: 3-10 mph
Blast LaWLong.:^35° 53153.600"N;, 820 5' 55800'WStruckoe LBLILong.: 35° 53' 52.600" N 820 V 27.900" W
Noi olrHdasE 42 , Hole Depth: 50.0 ft Burden: 12.0 ft Water Depth: O.0 ft
Nw of Rows: ' 4- iSubddllins:. 3.0 ft Spacing: 130 ft Stem Length: 9.0 It
Dlameter,A 6,600-In Faso Height: 47.0 ft Back Fill Depth: 0.0 N Stem Type: 789
;4 r Nab Used: No \ Drilling Angle: 0. Material Blasted: Feldspar
"RBIGH7S•-?r ''•. .^�••F \`_ ` •'� - J Scaled Distance Factor Usod:DlW"= 50
., tnitlBtlen:`Non<IeiVic Max.Allow.Chg.We per a Be We Seismograph: 2,777.3 Ile Volume Produced: 10,862.2 yrP
Fldng Devlca':r Shot Shell lgnitew Max.No.of Holm Per a ms Interval: 1.00 Weight Produced: 23.972.9 t
Other Memed: Mae.Wt.of Expl.Par a ma Interval: 650.7 Be PoO der Factor 1: 0.921 one
Mfgand Madel:-IDEAL ' Max.WL of Explosive Per Note: 650.71b Powder Factor 2: 2,3961Wyd'
Initiation Settings: I'' Actual Scaled Dletance Factor: 103.30 Rock Density: 2,210 tyd'
Series Resistance(ohms): ,
:
SEISMOGRA➢H ' Reek Only Seismograph Type:
Date: Trigger Level: In/s dB Transverse: 0.045 Inls 34.0 Hz
{-Time:r''i }- Calibration Dots: VaNeal: 0,045 INs 21.0 Hz
Distance From Blast=2,635.0 R CallbreNon Signal: Longitudinal: 0.040 INs 17.0 Hz
Direction From Blast:' W - Geophone Min Freq. Hz Acoustic: 119 dB
'Reatloue ,- Inc.Min Freq: Hz Vaclor Sum: iNe
Loudon:.GOLF DRIVE '1
LeNL :: 350 53'52.600"N++.$20 6' 27,900-W
Reader and Firm: DEAN SILVERS! Analystand Firm: WA Installer and Firm: DEAN SILVERS
FELDSPAR CORD:
CREW
Blast Occurred Other Than Scheduled Tim: No Misfire Occurred: No Protective Cover: LOADER
'....................................ILL—..........£...5...................................-.......................................................................................................
Last Name Fired Name 'I License Number Certification In Charge Tletl In Chit.Tle-In
_ SAMPSON HOWARD i No Yes Yea
BOWERS PAUL x 1% LLR-0193-0316C Yes Yes Yes
GRIFFIN
__________________JAMES)' �i No Yee Yea
t........r................................_... ..........................
PRODIJC73 AND SERVICES'r' Total Weight of Explosives(Include Primers): 26,025.30 16
Product Description Quantity Weight(lb) Product Description quantity Walght(lb)
1000'SHOCK'STAR Lead-In-Line 1.0 Be 0.000 HEEL 30 Bulk-cf 25,970.8 ID 25,970.770
4V SHOCK'STAR Dual-Delay 261WO 41.0 But 0.000 Orange Cep DC Booster 41.0 as 41.000 '
40'SHOCK'STAR Quick Relay 42 ma 16.0 ea O.00D Blast Service-Dewntedng w/Operator 1.0 ea 0.000
80'SHOCK'STAR Dual-Delay 25475 41.0 as 0.000 Blast Service-Downhole Delivery 1.0 Be 0.000 %
Green Cap Boosters; 141.0 as 13.530 Blast Se rvice-Per Hour 7.0 ea 0.000
CommenME.Wfunudons
DA4 Log:No
HEET 30 Sulkddensibes til/cL 1)1.22 2)1.22 3)1 22 General Comments: SHOT TWO TOE HOLES SEVAN FEET DEEP,WITH THE SHOT NINE PRODUCTION HOLES TWO TO,EIOHT FEET
SHORT
SpnaNre d&eater h CnaryP ,,,
eioi m.,wonm�-+Set 5 a02 Ot5P07f0715-35 Page'. 1 of 3

B4K OW:M?W tilde] TP :Px DMT10N CMpny:FUWMECM HrPYRAtC PMIN 711 Ly1py1'gKaxISM ]YNlbillWt]DCJ9xEMl .NC _ r
FACE7.
�.
.E111111 25 i7 n 4 2 �4 2 • 4. 3 i 2'
42
20 ID 19' ` 17 t4 Al 25 >12 25
34 2B 5�- 25 27 5 m 2 .26 2 24 2 23 n 11 - - 1 n
42 " -TOE HOLES ..
J644'.: 76 34 33 �' -32 •• 31 a2 41
HeNWIry ^XOlsotl+Y _
1 100 - 41 394IN
2 75 '• 42 394 -
3 50 .:
4 25 ry i
5 0
6 42 -
6 -
9 1117
10 t42d2:
12 159
13 134,.
14 109` .. - .. -
15 64 _ -
16 126
17 151
18 176
d9 201
20 226
21 258 -
22 243 -
24 193
25 /6S - -
26 210 -
27 235 - -
28 260 .
29 285
30 310 - - - - -
31 352. _ .. ..
32 327 - - - -
33 302
34 277 X NPS..
35 262 - sw ..
37 318
38 344 - SE— NW
39 369
.40 3941 i E N
NE
. -.. xPS-xren PrtYvxp ShtlV4.ee.anv wwNEE. Ppe2aa

Blast Dme:OW7107 14.10:Lt0 Type-PRODUCTtGN Company.FELDSPAR CORP PWiwi it-CHALK Prr 1N000711 Loraoan:RIGHT SIDE Austin Locatm:APG-ASHEVILLf,NC
0 6.5� 0.0 .5i�
5 lag g 0.5
t
10
� t.0
15 fArm Dap Baoswrs-
..
20 % 2.0
CRUSHED ROCK
0.6
25 25
30 HEFT 30 Bulk-d
(41.0 R W.7®) 3.0
35— 3.5 '
40 j 4.0 c.:!
45 4.5 Of"Cap DC _
�Boostsr-475nu
50
Type A(850.7 ro) 5.0 Typo C
V
UPS-Nearest PnAoded Struck,".OS-Odw sffudura. Page 4 of 3

RECEIVED
JUN 1 12007
LAND QUALITY SECTION
r,

EUERLERT U
SERIAL li 3333 U 5, 51.
CLIENT The- Feldspar Corp .
LOCATION Golf Drive
USER Dean Silver
TRIG SOURCE eeo or m'ic
TRIG LEUEL 0.030 Inis 118 dBCL)
RECORD TIME 5 s
NOTES:
TRIGGERED Vert. at 14: 15: 51
07 June 2007
TRAN - UERT LONG,
PPU 0. 095 0.095- 0.090 Inis
FREQ 39 21 ! 17 Hz
TIME 271 355 126 ms
ACCEL 0,04 0,04 0.04 9
PK DISP: 0. 8002 0. 0003 0. 0009 in
PUS O.059 Ais .�-A,tI 230' me
PK AIR D/P 119 dBCU at 2170 ms
FREQ 3 Hz
_., USBM R18507 AND OSMRE ANALYSIS
ALL GROUND CHANNELSCinis)
4J
+ X +
O.Y1
I 0 iYl
FREQUENCY (Ha)
W. Tran = + 1 Uer t = X 1 Long = a
8

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. + ,
f
�.
i
1
1
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.. . .. �;r
s
f
S. , ...
,+
� �s
..y J

0. 050 Invsidly 0. 00073 ps Vdly
DYNAMIC GEO C4')LI3Rn TION
c r
FT=76 OT=37 FU=77 OU=36 FL=77 CL=30
FM=20 PM=526 9L=66
Dynamic 9eo cat : passedfllc test ok
Calibrated 22 Feb . 2007
by UIbTa—Tech Inc
J

,HE dsPa�
(T��� Post Office Box 99, Spruce Pine, NC 28777
A subsidiary of �;yy�.� Cormudic n [phone] FAX 028) 76&2110
May 15, 2007
Judy Wehner
NCDENR Land Quality
1612 Mail Service Center
Raleigh,NC 27699
Subject: Blast.Report/ Seismograph Record
Hi Judy,
Per your request, I have enclosed shot report /seismograph reading for two shots. One is
a production shot and one is secondary blasting.
Thanks,
THE FELDSPAR CORPORATION
Dean Silver
Mine Superintendent
t;,.'f 17 2007
_1 40 OIJALITY SECTION

' EUERLERT. 0
SERIAL 4 3333 U 5. 51
CLIENT The Feldspar Corp.
LOCATION Cornett residence
USER Dean SllveT
TRIG SOURCE Sec or mic
TRIG.. LEUEL 0.030 finis 11.8 dB(L)
RECORD TIME 5 s
NOTES:
TRIGGERED vert, at 11: 15: 43
15 May 2007
TRAN UERT LONG.
PPU. 0. 060 0. 095 0. 10e Ines
FREO, ( 37. 39 32, Hz
TIME 192 202 189 me
PCCEL. 0.05 0.07 0.97 9
PK DISP: 0. 0003 0.0009 0.0009 in
PUS, 0. 119 finis at 1.85 me
PK AIR 0/0 113 dB(L) ,at 1193 me
FREG •10 Hz -
USBM R18507 AND OSMRE ANALYSIS
ALL GROUND CHANNELSCrn/s )
LID
6x
� o
B.W.I . I6 ,W
FREGUENCY (H2)
Tran = + , Uert = x , Long = a
y c r
IT
B
5

w
e
f J.
j . •
yC 4l
r

e
0_ 050 InisA lu 0.00073 Pslidlu
._. . DYNPMIC GEO CALIBRATION
FT=76 OT=37 FU=77 OU=36 FL=77 0L=39
FM=20 PM=527 BL=66
Dynamic Sea cal : PassedMlc test ok.
Callbrated 22 Feb . 2002
by UlbT&—Tech Inc

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O OaIA AUS'1'IN POWUERCUMPANY HLAYI REPORT 90^7a8
i;;�\`
E F,• APC-Ashaville,NC E OE-
` '
HE,q 5�� 480 Gdtivlew Road Asheville,NC 28601 to hv�
Blast No.: 19 Blasttyps: Stone Quarry/Stone Mine-Production Customer: FELDSPAR CORP
(246422-0Ot)
DateMme: 0511510711:15 PIUPermit CHALK PIT 1NCO0711 Location: NORTH SIDE-SEE GPS
ENVIRONMENT Weather: Clear Terrain: Mountainous
Structure Name: CORNETT RESIDENCE Compass Point: NE Temperature: 70 OF
Structure Type: HOUSE DlrutlonfBearing: 42' Wind From: SW
Method Used: Lat./Long. Distance: L', 1,187 ,ft Wind Velocity: 0-5 mph
Blast LatlLon9.: 350 54' 1OODD"N 820 5' `55.500'1a Structum LatA_ong.: 350-SW 18.700- N 820 5' 45.800" W
[AYOf/]r
No.of Holes: 45 Hole Depth: 26.0 ft Burden: 9.0 ft water Depth: 10.0 ft
No. of Rows: - 5 Subddliing: 3.0 ft Spacing: 9.0 R Stem length: 8.0 it
Diameter: 4.5DO in Face Haight: 23.0 R Back Fill Depth: 0.0 ft Stem Type: 789S
Mats Used: No Drilling Angle: 0° Minimal Bleated: Feldspar
WEIGHTS Soled Distance Factor Used:DlW= 50
Initiation: Non-electric Max.Allow.Chg.Wt. per 8 me w/o Seismograph: 563.6' lb Volume Produced: 3,105.0 yd0
Firing Device: Shot Shell Igniter Max.No.of Holes Per 8 me Interval: 2.00 Weight Produced: 6,831.0 t
Other Method: Mai.WL of Expl. Per$me lmenal: 308.0_IbI Powder Factor l: 0.998 Ulb
Mfg and Model: IDEAL Max.Wt. of Explosive Per Hole: 154.0 ID Powder Factor 2: 2.203 Iblyd'
Initiation Settings: : : Actual Scaled Distance Factor: 67.64 Rork Density: 2.200 tfyd0
semu Resistance(ohms):
SEISMOGRAPH Peak Only Seismograph Type: - - -- -
Date: Trigger Level: inls d8 Transverse: 0.0601Ns 37.0 Hz
Time: Callbmgon Date: Vertical: 0.095 inle 34.0 Hz
Distance From Blast: 1,187.Oft Calibration Signal: Longitudinal: 0.100 iris 32.0 Hz
Direction From Slut: NE Geophone Min Free: Hz Acoustic: 113 dB
Readout: Mic.Min Freq: Hz Vector Sum: inle
Location: CORNETTRESIDENCE
Let./LDng.: 350 54' 18.700'N 820 5' 45AO0"W
Ruder and Firm: DEAN SILVERS, Analyst and Firm: SAME Installer and Firm: SAME
feldspar carp
CREW
Blast Occurred Other Than Scheduled Time: No Misting Occurred: No Protaelve Cover: FRONT END BUCKET
...._......._...._------------------........ ....._... ...._.............................._......... _..._... ... .......---_....--._.--- ---...._....................... ......_--------
Last Name First Name License Number Certification In Charge Tied In Chk Tie-In
GRIFFIN JAMES No No Yes
PLEMMONS REX 25MO-0114 Yes Yes Yes
SAMPSON HOWARD No NO Yes
BIGGS LAURA No No Yes
......... ________. ......._____ ........... _ _ _ ....... ____. ------ . . . . .........._. ............
PRODUCTS AND SERVICES Total Weight of Explosives (Include Primers): 6,841.63 Ib
Product Description Quantity Weight(Ib) Product Description Quantity Weight(lb)
1000'SHOCK'STAR Lead-In-Line TO as 0.000 HEET 30 Bulk-cl 2,609.6 lb 2,609.600
30 SHOCK'STAR Dual-Delay 251500 45 0 as 0.000 Hydromile 4400 Bulk-cf 3,662.2 lb 3.662.180
40'SHOCK•STAR Dual-Delay 25/500 45.0 ea 0.000 Hydromite 860 3 12 X 15 WPP-Stk 34.0 at 510.000
40'SHOCK'STAR Quick Relay 42 me 9.0 as 0.000 Orange Cap DC Booster 45.0 as 45A00
Green Cap Boosters 460 as 14.850 Blast Service-Downhole Delivery 1.0 ea 0.000'
Blast Service-Per Hour 6.0 as OODO
CommenIVEVdanadons
Drill Log: Yes
HEEf 30BUlk-cfdenshies(gF=3) 1)1 23 2) 1.23 3) 1.23 ECE'\ (E®
HYtlrombe 4400 Bulkcf dens4ies(glun0 1) 1.29 2) 1.29 3) 1.29 V
1W 17 201
sigmwreolmascrmchaile ) AND QUALITY SECTION
9aa in mavomP4m v-si5m-0511$/0712:431`aee: 1 of 3

Blatt 19 008,Ml M? 1115M T Ps'.PROOCCTON FW erry'.FELDSPAR CORP PWPvm f.HN.H PR JHCCC711 tx W XORTII SICEiEE CPS A n Ipuibn:IPC#SHEg0.IF,NC
3 3 25
42
t 11 13 25 13 25 14 2 15 '25 15 25' 17 25 to
to 5 30 25 21 25 33 25 29 25 34 25 25 25 27 -
42
45 38 3g 25 30 25 31 25 9 25 33 26 34 25 35 5 30
2
10 37 M Ja 25 3Y 25 90 25 4t 2 43 25 41 25 .44 - . .
HdoDomy Dwk1 HoleDebT DeckT
1 42 542 W 376 876 - ..
2 0 500 37 243 743
3 25 525 38 268. 768
4 50 550 39 293 793
5 75 675 40 318 818 -
6 100 Soo 41 343 843 _ -
7 125 $25 42 368 868
8 150 00 43 393 OW
9 175 675 44 418 918
10 218 718 45 151 651
11 67 M7
12 92 592
13 147 617
14 142 642
15 167 667
16 192 692 -
17 217 717 -
18 242 742
19 109 609 -
20 I M SU
21 159 659
22 164 684
23 209 709 -
24 2M 734 - - -
25 259 769
M 284 784 -
27 30D 809 .
28 1T5 676 -
29 201 701
30 226 726 NIPS
31 251 751' NE
32 2M M I N E
33 3D1 801
34 3M 26
-
35 326 Ml NW SE-
'1 W SW S
NP$-NBeR9 Plggp STREaa.OSONv aWt1V& Page2tl3

Oi�r AUa 1 In rUW OEM u_"mrAA I II I KCNKI G�Ie
9�' yE'
APC- hevllle,INC
• f 4, y\ 450 Goldview Road Asheville,NC 288114
Blast No.: 20 Bleattype: Stone OuarryJStone Mine-Secondary Customer: FELDSPAR CORP
Blast/Oversize (246922-001)
Dato Tlms: 05115/0711:27 PIUPermic CHALK PIT 1NCO0711 Location: SOUTH SIDE-SEE CPS
ENVIRONMENT Weather: Clear Terrain: Mountainous
Structure Name: 464 GOLF DRIVE compass Point. W Temperature: 70 "F
Structure Type: TRAILER Dire tionlRearli 261" Wind From: SW
Method Used: Lat./Long. Distance: :3,149 N Wind Velocity: 0-5 mph
Blast Lautong.: 350 53'56.900"N 820 5' 51.600'W Structure tatJLong.: 350' 53' 52.500" N 820 6' 29.6004 W
LAYOUT
No.of Holes: 11 Hole Depth: 6.0 ft Burden: 6.0 N Water Depth: 0.0 It
No. of Rows: 2 Subdrilling: 0.0 ft Spacing: 6.0 it Stem Length: 4.0 N
Diameter: 5.500 in Face Height. 6.0 N Back Fill Depth: 0.0 ft Stem Type: 789S
Mob Used: No Drilling Angle: 01 Material Blasted: Feldspar
WEIGI17S Scaled Distance Factor Used:DIWA= 50
Initiation: Noruelectdc Max.Allow.Chg.Wt.per 8 ma who Seismograph: 3.966.5 lb Volume Produced: 880 yd'
Firing Device: Shot Shell Igniter Max.No,of Holes Per$ma Interval: 1.00 Weight Produced: 220.0 t
Other Method; Max.Wt.of Expl.Per 8 me Interval 6.6 li~' Powder Factor 1: 3.056 DID
Mfg and Model IDEAL Max.Wt.of Explosive Per Hole: `6.6-I6 Powder Factor 2: 0.818 fblyd'
Initiation Settings: . Actual Scaled Distance Factor: 1,226.75 Rack Density: 2.500 tlyd'
Swiss Resistance formal:
SFISMOGRAPD No Trigger Seismograph Type: VIBER TECH-EVERLERT
Date: 0SMS107 Trigger Level: 0.03 irds 116 dB Tranaverse: this Hz
Time: 11:27 Calibration Data: 02122J07 Vertical: Iola Rz
Distance From Blast% 3,820.0 N Calibration Signal: .03 Longitudinal ints Hz
Direction From Blast: NVy Geophone Min Fred: 2.0 Hz Acoustic: dS
Readout: Mic.Min Fieti: 2.0 Hz Vector Sum: iNe
Location: 464 GOLF DRIVE
LathLong.: 35' 54' 18.700'N 820 6' 29.600"W
Reader and Firm: DEAN SILVERS. Analyst and Firm: SAME Inetalier and Firm: SAME
feldspar carp
CREW
Blast Occurred Other Than Scheduled Time: No Misfire Occurred: No Protective Cover: FRONT END BUCKET
Last Name Fart Name LiceMae N undo er CertNicetion In Charge Tied In Chk.Tie-in
PLEMMONS REX 259-88-0114 Yes Yes Yes
SAMPSON HOWARD No No Yes
GRIFFIN JAMES No No Yes
BIGGS LAURA No No Yes
PRODUCTS AND SERVICES Total Weight of Explosives(Include Primaret: 72AO Ito
Product Description Quantity Weight(Ib) Product Description Quantity Weight(Db
1000'SHOCK'STAR Lead-In-Line 1.0 ea 0.000 49 SHOCK'STAR Duck Relay 42 ms 1.0 as 0.000
30'SHOCK-STAR Dual-Delay 25h500 6.0 as 0.000 Hyc1mmile 860 3 12 X 15 WPP-Stk 4.0 st 60.000
40'SHOCK'STAR Dual-Delay 2515M 5.0 as 0.000 Orange Cap DC Booster 12.0 ea 12.000
CommenWExplanodoes
Drill Log No
General Comments:.,,:• Boulder shot No bigger.
hiAY 17 2001
8linewn m Blasiw In Craraa LAND QUALffY SECTION
Bea D.wmao0zam r 6.1so1 050160713:05 Pegs: i of 2

DIM 20 C&E,MIM711:27W TAmLS[CMDARYSLART)DIEPSI2E Conpvry:FELDSPAR CORD PNPmmScmLR PIT IM1CO]711 LoUam.SW SIDE-SEEGPS Puan Lwlm'.ARCA ENLLE.NC
- 06
g, g11. -
�z
25 25 - - Ta xe05r
y g 25 6 9
. NoteType Mlay DISM ..
1 25 525 30
2 75 576
3 100 600
6
a 15 625
5 -175 5 72 -
8 225 725 xz
7 0 500
8 50 550 AS
9 20D 700 KIAI ama IQ
10 150 650 - 54 a roa0nas ml
11 250 750 - o.mRoC FM
60 BweWdJllnu
TRA*A Nr0POMITESSO tab IF)
1
NPS
SW
S W
SE X NW
.. E NE N
NPS-NuAI@FPIve IM8NUL16.01. PaQR2a12

oee�x
AUSTIN POWDER COMPANY BLAS9' REPORT ��. 9
y�6• APC.Asheville,NC (,•450 Goldvlew Read Asheville,NO 28804 f Fq y
Blast No.: 21 Blasttype: Stone Quarry/Stone Mine- Production Customer: FELDSPAR CORP
(246422-001)
Dategrili 05/1810 7 1 3DO Pit/Permit: CHALK PIT 1NCO0711 Location: SOUTH SIDE SEE GPS
ENVIRONMENT Weather: Cloudy/High Clouds Terrain: Mountainous
Structure Name: RESIDENCE Compass Point: W Temperature: 60 OF
Structure Type: HOUSE DlrecgonlBearing: 2670 Wind From: SW
Method Used: Lat./Long. Distance: `,- 2.635 ft,-� Wind Velocity: 15-25 mph
Blast LatlLong.: 350 53' 53.600"N 820 5' 55.BOD'W Structure LatAlong.: 369 53'-52.600" N 820 6' 27.900" W
LATOUT
No.of Holes: 56 Hole Depth: 49.0 ft Burden: 12.0 R Water Depth: 0.0 It
No.of Rows: 6 Subdrllling: 3.0 It Spacing: 12.0 It Stem Length: 10.0 ft
Diameter: 6.500 in Face Height: 46.0 It Back Fill Depth: DO R Stem Type: 78's
Mats Used: No Drilling Angle: 01 Material Blasted: Feldspar
WEIGHTS Scaled Distance Factor Used:D1Wi 50
Initiation: Non-electric Max.Allow.Chg.VVL per8 ms wlo Sesmogmph: 2,7T7.3 Ib Volume Produced: 10,549.0 yda
Firing Device: Shot Shell Igniter Max.No.of Holes Per 0 me Interval �_ 2.00 _ Weight Produced: 24.262.7 1
Other Method: Max.WL of Expl. Per a ms Interval: '1.,9,t_Ib? Powder Factor l: 0.872 lAb
Mfg and Model: IDEAL Max.Art of Explosive Per Hole: 497.2 lb Powder Factor 2: 2.639 fioi
Initiation Settings: Actual Scaled Distance Factor 84.30 Rock Density: 2.300 girds
Series Resistance(ohms):
S6'ISAIOGRAPH Peak Only Seismograph Type:
Date: Trigger Level: true dB Transverse: 0,035 in/s 2C.0 Hz
Time: Calibration Date: vertical: D,045 in/s 19D Hz
Distance From Blast: $635.0 ft Calibration Signal: Longitudinal; D.025 in/e 51.0 Hz
Direction From Blast: W Geophcne Min Free: Hz Acoustic: 118 dB
Readout: Mic. Min Frai Hz Vector Sum: Inge
Location:
LatlLong.: 350 53'52.600"N 82e 6' 27.907W
Reader and Firm: DEAN SILVER, Analyst and Firm: FELDSPAR CORP. Inestallerand Firm: FELDSPAR CORP.
FELDSPAR CORP.
CREW
Blast Occurred Other Than Scheduled Time: No Misirs Occurred: No Protective Cover: SHOVEL
............................. ...................._"_.._____.............-------...._.._._____-___-_-__--__.._............I........ ......
..._..__._-._.._......._.
Last Name First Name License Number CeHlflcation In Charge Tledln Chk.Tw4n
GRIFFIN JAMES No No Yes
RICH15 OVAL No No No
ANDERS STEPHEN LLR-0564-200715C Yes Yes Yes
.._._.... .......... .......... .. ...... ._._... ._ ...._.._.. . __.___. _._ .................. ......... ...__. _ __ ..._.........
PRODUCTS AND SERVICES Total Weight of Explosives(include Primers): 27,838.37 lb
Product Description Quantity Weight(Ib) Product Description Quantity Woight ith)
1000' SHOCK4STAR Lead-In-Line 1.0 as 0.000 Empty-WPP 41/2" BAG W/OUT LINER 20.0 ea 0.000
39 SHOCK•STAR Dual-Delay 251500 13.0 ea 0.000 Green Cap Boosters 43.0 ea 14.190
49 SHOCKSTAR Quick Relay 42 his 17.0 as 0.000 HEET 30 Bulk-cf 27,766.2 lb 27,766.180
SO SHOCKSTAR Dual-Delay 25/500 43.0 ea 0.000 Orange Cap DC Booster 58.0 ea 58.000
8Q SHOCKSTAR Dual-Delay 251475 45.0 ea 0.000 Blast Service-Doevnhole Delivery 1.0 ea 0.000
Blast Servkc Per Hour 7.0 as 0.000 _
Commenn/ExPlanocion.s
Drill Lag:Yes
HEFT 30 Bulkddensaties(glorni 1) 1.20 2) 1.20 3) 1.M
General Comments: SHOT HAD 43 PRODUCTION HOLES 49 FT.DEEP AND 13 TOE HOLES 10 Fr.DEEP MAy 2210U
Lsignature of Blether In Charge
smauD.mw173202isol4e9; 51501 0511 W0713:58 Page. 1 of 2

13m 11 Ego WIM713W.W Tlye:NiOWCIION Compery FELDSPAR CORP PNPQ�.CNRLKPT1NLW]tl Loam SOUTHSIDE SEE CPS hNTLwlm'.PPCPSH"Ll E.NL
5 4 n 451n
"25
f—420,0 513 14 y
25 2
14
42
10lOrM CaONmVi
W s
14
15 25 10 5 19 20 25 21 21 4 23 25 24 25 25 26 25 10
42 - HEET 309uI
1390n 497.2®1
25 25 25 25 5 4 25 2 25 34 '
27 28 20 30 31 JZ 33 30 3d 30 5 17
42 s
37 30 S 34 5 m 25 41 25 W 4 n 2 N 25 45 25 4D a a4 I'i,
42 �" Dnnpe Cy OC
iB++-� bnWN25m5
TKBA600STER8HEET30
55 49
25 4A 25 Sp 25 51 25 52 42 25 54 25 25 58 25 8 14972 a1
53
0 65In_
NokDelay Mac525 32 426 Osokt
50 525 32 426 1 901 1�I
2 25 575 33 493 S43
3 150 625 34 518 968
4 200 625 35 543 MI 11
5 200 725 38 635 1118
6 300 725 37 610 IC85 3
7 735 121 36 610 1065 1 'Tner
8 736 475 39 565 10M q
9 p OS 40 535 1010
10 75 WMIDO 41 510 1010 d-
11 175 660 42 552 085
102
12 225 700 43 577 1052 i
13 275 750 44 602 1077 3'I
14 457 942 45 627 1102
15 484 9% 46 6W 1127 2- ..
16 484 959 47 652 1169
17 568 1043 48 691 1169
18 41 49 fi69 119 4
19 417 892 892 50 6M 1119 IEEr]Ilaa4
20 392 857 51 619 1094 p Pon W.eq
21 367 842 52 594 1069 Ore IL+PRa
22 342 817 53 636 1111 lot 9'PNabmnu
23 384 659 54 661 1136 Taek BOOSTEN6HEETM
24 409 884 55 686 1161 _ 152eq
25 434 909 56 711 11M
26 459 934 TI NPS
27 551 1026 n SW W NW
28 526 1001 yyyy
29 501 476 976
I r i S J N
30 451 951
31 451 92628 :'• �NPS-NeveY PrtwtlM BPWee.00-O0er s� crepe?o11
S'

1 '
EUEP.LERT U
SERIAL tt 3383 U 5. 51
CLIENT The .Feldspar Corp .
LOCATION Gulf Road
USER Dean Si Lver
TRIG SOURCE oeo or mic
TRIG LEUEL 0.030 Inis 116 dBCL)
RECORD TIME 5 s
NOTES:
TRIGGERED vert. at 12: 59: 50
,. I8 May 2002
TRAN UERT LONG
PPU , 0. 035 0.045 . - 0. 025 inis.
FREO 20 T9 51 Hz
TIME 21 87 —108 ms
ACCEL '0.03 0. 04 0.03 g
PK OISP: 0.0003 0.0002 0. 0001 in..
PUS 0. 052 inis at 12 ms
PK AIR OiP ' 1,18_ d6(C) at 2009 ms
FREO 3 Hz
USBM R18507 FIND OSMRE ANAL1'SIS
ALL GROUND CI'PNNELSCInis ]
18
v.........
a.
x
FRELUlENC7 (Hz)
* Tro.n = + , UerL = x , Lang = a
o
ry �;
LU N
L) N
LU
� z
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, . .y.. ... � . .
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m
0.050 Inisidi � 0. 00023 psiidl �
DTNAllfC GEO CALIBRATION
c r
FT=25 CT=32 FU=75 OU=35 FL=22 OL=39
Fl=20 Prl=527 BL=57
Ornemic 9so cal : passedMic test ok
Calibrated 22 Feb . 20V
by Ulbrm-Tech Inc

9E�`O AUSTIN POWDER COMPANY BLAST REPORT yE�Ye
CIS APC-Asheville,NC t,
4 y\ 450 Goldview Read Asheville,NC.288W f y
Blast No.: 22 Blest type; Stone Quarry/Stone Mine- Secondary Customer: FELDSPAR CORP
BlasVOversize - (246422-001)
Daternme: 05Y2510710:20 PWPermiC CHALK PIT 1NCO0711 Location: SOUTH SIDE SEE GPS
ENVIRONMENT Weather: Clear - Terrain: Mountainous
Structure Name: RESIDENCE Complex Point SE Temperature: 70 OF
Structure Type: HOUSE DirectioNBearlrg: 113' Wind From: SW
Method Used:. Lat./Long. Distance: 2,598 ft - Wind Velocity: D-5 mph
Blast LaLILddg.: 360 53'53.600"N 820 5' 55800'WStmcture LaWLoI 350 5T 43.300" N 820 S 26.800" W
LAYOUT
No.of Holes: 15 Hole Depth: 8.0 R Burden: 5.0 It Water Depth: 0.0 111
No. of Rows:, 2 Subdrllling: 00 R Spacing: &0 It Stem Length: 5C ft
Diameter. , 3.500 in Face Height: 8.0 R Back Fill Depth: O.O R Stem Type: '78's
Mats Used: No Drilling Angle: 01 Material Blasted: Feldspar
WEIGHTS Scaled Distance Factor Used:DlW^= 50
Initiation: Non-electric Max. Allow.Chg.WL per 8 me w o Seismograph: 2,699.8 lb Volume Produced: 111.1 111
Firing Device: Shot Shell Igniter Max.No.of Holes Per 8 ms Interval: 1.00 Weight Produced: 255.5 t
Other Method: t Max.WL of Expl.Per 8 ms Interval: - 5-3 lb Powder Factor 1: 3.234 nib
Mfg and Model: IDEAL Max.WL of Explo rve Per Hole: 5.3 Ito Powtler Factor 2: 0.711 Ibtyda
Initiation Settings: i Actual Scaled Distance Factor: 1,128.50 Rock Density: 2.300 111
Sense Resistance(ohms):
SEISMOGRAPH No Data Seismograph Type:
Date: Trigger Level: We dB Transverse: into Ha
Time: Calibration Data: Vertical: all Hz
Distance From Blast: R Calibration Signal: Longitudinal: Inds Hz
Direction From Blast: Gammon Min Free: Hz Acoustic: dS
Readout: ' Mic.Min Free: ' Hz Vector Sum: into
Location:
Lat'lLong.: i
Reader and Firm: Analyst and Firm: Installer and Finn:
CREW
Blast Occurred Other Than Scheduled Time: No Misfire Occuned: No Protective Cover: LOADER
............._._ . .i..... .__.._ ........._ ......urnb CeIf._. rg
Last Name First Name Llrsnae Nunbw Cadigcalion in Cha a Tie In Chk T"re4n
ANDERS STEPHEN LLR-0564-20071SC Yes Yea Yes
RICHIE OVAL No No Yes
..------------.__.._..__ ._..._.___ .._. . .... .... . . . . .___. _ __......_...._ _ _ .......... ---- ""- ____._ .
PRODUCTS AND SERVICES Total Weight of Exploslvee I ncludo Primers): 79.00 Ito
Product Description Quantity WeIgM(Ib) Product Description Quantity Weight(Ib)
1000'SHOCK`STAR Lead-In-Line 1.0 as 0.000 Hydromfle 886 2 M x 161 15.0 at 50.D00
30'SHOCK-STAR Dual-Delay 251500 16.0 ea 0.000 Orange Cap DC Booster 29.0 ea . 29.D00
40'SHOCK•STAR Quick Relay 17 ms 3.0' as 0,000 Blast Service-Per Hour 5.0 ea 0.000
Commune Expla shoes
DM L08:No
Slgnatura of Blaster in Charge
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2 292 792 �' s ..
3 242 742
4 217 717
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James 0. Simons, PG, PE Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
May 8, 2007
Mr. Alex Glover
Zemex Industrial Minerals
PO Box 99
Spruce Pine, North Carolina 28777
RE: Flyrock Incident of May 3, 2007
Chalk Mountain Mine
Mining Permit No. 61-01
Mitchell County/French Broad River Basin
Dear Mr. Glover:
This letter is in response to your letter and the accompanying flyrock investigation
report prepared by Mr. Mike Osborne of Austin Powder Company dated May 4, 2007. The
report indicated that the flyrock and high airblast reading at the above referenced mining
operation was likely caused by ejection of weathered, weakened and foliated rock from the
upper portion of the blast hole.
After reviewing your letter and Mr. Osborne's report, your company is hereby
approved to resume blasting activities at the above referenced site. Please be aware that
this approval is contingent upon your company incorporating the recommendations outlined
in your letter and Mr. Osborne's report into your blasting procedures at this mine site.
These recommendations are as follows-
1) Whenever a near surface area is prepared for drill shot, the operator shall
carefully look for indications of foliated or cracked areas.
2} If these areas are noted, the drill bit diameter shall be reduced in order to
reduce the surface area of the inner bore hole to further restrict and confine
the stemming material and reduce the likelihood of upper bore hole wall
failure.
In addition, your company shall be required to submit to this office duplicate
copies of all shot records, including any seismograph recordings made, for ninety
(90) days from the date of this letter for our review.
Again, please note that the above recommendations will be considered part of the
blasting conditions of Mining Permit No. 61-01. Please attach this letter and a copy of the
above-mentioned letter and report to your mining permit for future reference.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604
An Equal Opportunity 1 Affirmative Action Employer-50%Recycled 110%Past Consumer Paper

Mr. Glover
Page Two
If you do not agree that your letter constitutes a request by your company to modify
your company's mining permit, you have the right to request a hearing pursuant to G.S. 74-
57 to discuss this matter further.
This office appreciates your company's cooperation in this matter. Furthermore, we
are confident that your company will take all the necessary steps needed at this facility to
prevent similar incidents from occurring in the future.
V ruly yours,
mes D. Simons, PG, PE
JDSIjw
M. Mr. Floyd R. Williams, PG
Ms. Janet Boyer, PE

State of North Carolina
' Department of Environment,
Health and Natural Resources
Division of Land Resources •
James B. Hunt, Jr., Governor AdEmIdElandift
Wayne McDevitt, Secretary I E H N R
Charles H. Gardner, P.G.; P.E.
Director and State Geologist August 29, 1997
Mr. Thomas Freeman
The Feldspar Corporation
P.O. Box 99
Spruce Pine', North Carolina 28777
Re: chalk Mountain Mine
Mining Permit No. 61-01
Mitchell County
French Broad River Basin
Dear Mr. Freeman:
Your application for renewal of the above referenced mining permit has
been approved. A copy of the renewed permit is enclosed.
The conditions in the permit renewal were based primarily upon the
initial application. Modifications were made as indicated by the renewal
request and as required to insure compliance with The Mining Act of 1971. The
new expiration date is August 29, 2007,
As a reminder, your permitted acreage at this site is 203 .53 acres and
the amount of land you are approved to disturb is 90 acres.
Please review the renewed permit and advise this office at (919) 733-
4574 should you have any questions concerning this matter.
Sincerely,
TraCcyE.Dais, P.E.
State Mining Specialist
Land Quality Section
TaD/tls
Enclosures
CC: Mr. Richard A. Phillips, P.E.
Ms . Barbara Rote-wRC, w/enclosures
Mr. Bradley Bennett-DWQ, w/enclosures
Geological survey Section . Land Oualiry Section
[phone] [phone]
FAX: [phone] FAX: (919)_733-2876
'V P.O. Box 27867, Raleigh, North Carolina 27611-7687 Telephone [phone]
M Equel OPporNnity Menatm Moon Employer 50%eec�dl 1 10% Pon-Qansumar Paper

DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL
RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
for the operation of a mining activity
In accordance with the provisions of G. S . 74-46 through
68 , "The Mining Act of 1971, " Mining Permit Rule 15A
NCAC 5 B, and other applicable laws, rules and
regulations
Permission is hereby granted to :
Feldspar--Corporation
Chalk Mountain Mine
Mitchell County - Permit No . 61-01
for the operation of a
Feldspar Mine
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 : August 29 , 2007

r
Page 2 of 11
In accordance with the application for this mining permit, which is
hereby approved by the Department of Environment , Health and Natural
Resources hereinafter referred to as the Department, and in conformity
with the approved Reclamation Plan attached to and incorporated as part
of this permit, provisions must be made for the protection of the
surrounding environment and for reclamation of the land and water
affected by the permitted mining operation. This permit is expressly
conditioned upon compliance with all the requirements of the approved
Reclamation Plan. However, completed performance of the approved
Reclamation Plan is a separable obligation, secured by the bond or
other security on file with the Department, and may survive the
expiration, revocation or suspension of this permit .
This permit is not transferable by the permittee with the following
exception : If another operator succeeds to the interest of the
permittee in the permitted mining operation, by virtue of a sale,
lease, assignment or otherwise, the Department may release the
permittee from the duties imposed upon him by the conditions of his
permit and by the Mining Act with reference to the permitted operation,
and transfer the permit to the successor operator, provided that both
operators have complied with the requirements of the Mining Act and
that the successor . operator agrees to assume the duties of the
permittee with reference to reclamation of the affected land and posts
a suitable bond or other security.
In the event that the Department determines that the permittee or
permittee' s successor is not . complying with the Reclamation Plan or
other terms and conditions of this permit , or is failing to achieve the
purposes and requirements of the Mining Act , the Department may give
the operator written notice of its intent to modify, revoke or suspend
the permit , or its intent to modify the Reclamation Plan as
incorporated in the permit . The—operator shall have right to a hearing
at a designated time and place on any proposed modification, revocation
or suspension by the Department . Alternatively and in addition to the
above , the Department may institute other enforcement procedures
authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context clearly
indicates otherwise, terms shall have the same meaning as supplied by
the Mining Act , N. C .G. S . 74-49 .
Modifications
June 16 , 1995 : This permit has been modified to allow the installation
of a new crushing plant, loadout facility and shop building as
indicated on the Soil and Erosion Control Plan dated January 18 , 1995 .
September 29, 1995 : This permit has been modified to include the
"Maintenance Plan for Chalk Mt . Mine" dated September 20 , 1995 and the
"Haul Road Slopes and Drainage Plan" dated August 30, 1995 .

Page 3 of 11
. . Expiration Date
This permit shall be effective from the date of its issuance until
August 29, 2007 .
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 permitting requirements and rules
promulgated by the N. C . Environmental Management Commission.
B . Any stormwater runoff from the affected areas at the site
shall be in accordance with any applicable permit
requirements and regulations promulgated by the Environmental
Protection Agency and enforced by the N. C. Environmental
Management Commission. It shall be the permittee' s
responsibility to contact the Stormwater Section, Division of
Water Quality, to secure any necessary stormwater permits or
other approval documents .
2 . Air Quality and Dust Control.
A. Any mining related process producing air contaminant
emissions including fugitive dust shall be subject to the
requirements and rules promulgated by the N. C. Environmental
Management Commission and enforced by the Division of Air
Quality.
B . During quarry operation, water trucks or other means that may
be necessary shall be utilized to prevent dust from leaving
the permitted area .
3 . Buffer Zones
A. Any mining activity affecting waters of the State, waters of
the U. S . , or wetlands shall be in accordance with the
requirements and regulations promulgated and enforced by the
N. C . Environmental Management Commission.
B . Sufficient buffer shall be maintained between any affected
land and any adjoining waterway or wetland to prevent
sedimentation of that waterway wetland from erosion of the
affected land and to preserve the integrity of the natural
watercourse or wetland.

Page 4 of 11
4 . Erosion and Sediment Control
A. Adequate mechanical barriers including, but not limited to
diversions , earthen dikes , silt check dams., silt retarding
- structures , rip rap pits, or ditches shall be provided in the
initial stages of any land disturbance and maintained to
prevent sediment from discharging onto adjacent surface areas
or into any lake, wetland or natural watercourse in proximity
to the affected land.
IB\/// All erosion and sedimentation control measures shall be
installed and maintained as indicated on the Mine Maps ,
Sheets 1 through 3 of3 , received by the Land Quality Section
on August 1, 1995 .
�CAll existing erosion and sedimentation control measures shall
be maintained to prevent off-site sedimentation.
The "Maintenance Plan for Chalk Mt . Mine" dated September 20,
1995 and the "Haul Road-Slopes and Drainage Plan" dated
August 30 , 1995 shall be followed.
E . An erosion and sediment control plan(s) shall be submitted to
the Department for approval prior to any land disturbing
activities not indicated on the revised erosion control plan
or mine maps submitted with the approved application for a
mining permit and any approved revisions to it . Such areas
include, but are not limited to, expansion outside of the
approved pit area, creek crossings, or expansion of -
overburden disposal areas .
5 . Groundwater Protection
Groundwater monitoring wells shall be installed and monitored as
deemed appropriate by the Department .

Page 5 of 11
6 . Graded Slopes and Fills
A. The angle for graded slopes and fills shall be no greater '
than- the angle which can be retained by vegetative cover or
other adequate erosion control measure, structure, or device.
In any event, exposed slopes or any excavated channels, the
erosion of which may cause off-site damage because of
siltation, shall be planted or otherwise provided with
groundcover, devices or structures sufficient to restrain
such erosion.
B . overburden cut slopes along the perimeter of any pit
expansion conducted after June 16 , 1995 shall be graded to a
minimum 2 horizontal to 1 vertical or flatter and shall be
stabilized within 60 days of completion. Furthermore, a
minimum ten (10) foot wide horizontal safety bench shall be
provided at the top of the rock and at the toe of any
overburden slope constructed after June 16 , 1995 .
7 . Surface Drainage
The affected land shall be graded so as to prevent collection of
pools of water. that are, or likely to become, noxious or foul .
Necessary structures such as drainage ditches or conduits shall be
constructed or .installed when required to prevent such conditions .
S . 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.

Page 6 of 11
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 cr
institutional building outside of the permitted area . The
operator shall monitor each blast _with a seismograph.
B . Airblast overpressure shall not exceed 128 decibels linear
(DBL) as measured at the immediate location of any regularly
occupied building outside of the permitted area such as any
dwelling house, church, school, public building, or
commercial or institutional building. If vibration/airblast
limits are exceeded, the operator shall immediately report
the event with causes and corrective actions to the
Department . Use of explosives at the blast site that
produced the excessive reading shall cease until corrective
actions approved by the Department have been taken. However,
blasting may occur in other approved areas within the
permitted boundary. Authorization to blast at the blast site
may be granted at the time of the verbal reporting of the
high airblast reading if the circumstances justify verbal
approval . Failure-to-_report-will-constitute_ a permit
violation . - - - - -
C . The operator shall take all reasonable precautions to insure
that flyrock is not thrown beyond areas where the access is
temporarily or permanently guarded by the operator . Should
flyrock occur beyond the permitted and guarded area, or the
level in Item A. above is exceeded, the operator shall report
the incident to the Department immediately and further use of
explosive at the site shall be immediately suspended until
the following actions have been taken:
1 . A thorough investigation as to the cause (s) of the
incident shall be conducted.
2 . A satisfactory report detailing the investigation shall
be provided to the Department within 10 days of the
incident . said report shall, at a minimum, document the
cause (s) of the incident along with technical and
management actions that will be taken to prevent further
incidents .
The report shall meet with the approval of the Department
before blasting may resume at the site . Failure to take
corrective measures to prevent flyrock and repeated instances
of flyrock shall be considered a violation of this permit .

` Page 7 of 11
D. The operator shall maintain records on each individual blast
'describing : the total number of holes; pattern of holes and
delay of intervals; depth and size of holes; type and total
pounds of explosives; maximum pounds per delay interval;
amount of stemming and burden for each hole; blast location;
distance from blast to closest off-site occupied structure;
and weather conditions at the time of the blast . Records
shall be maintained at the permittee' s mine office and copies
shall be provided to the Department upon request .
E . The operator shall, when requested by the Department , give 24
hour advance notice to the Land Quality Section prior to any
blast during a period for which notice is requested.
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 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 constructed after June 16 , 1995 .
10 . Visual Screening
A. Existing vegetation shall be maintained between the mine and
public thoroughfares to screen the operation from the public .
Additional screening methods , such as constructing earthen
berms, shall be employed as deemed appropriate by the
Department .
B . Berms shall be located and constructed as shown on the Soil
and Erosion Control Plan, dated January 18 , 1995 . In
addition to grasses, loblolly and/or Virginia pines or other
acceptable species shall be planted as deemed appropriate by
the Department to improve visual and noise buffering.
11 . Plan Modification
The operator shall notify the Department in writing of the desire
to delete, modify or otherwise change any part of the mining,
reclamation, or erosion/sediment control plan contained in the
approved application for a mining permit and any approved
revisions to it . Approval to implement such changes must be
obtained from the Department prior to on-site implementation of
the revisions .

Page 8 of 11
12 . Refuse Disposal
A. No on-site disposal of refuse or other solid waste that is
generated outside of the mining permit area shall be allowed
within the boundaries of the mining permit area unless
authorization to conduct said disposal has first been
obtained from both the Division of Waste Management and the
Land Quality Section, Department of Environment, 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 Waste
Management . No petroleum products, acids, solvents or their
storage containers or any other material that may be
considered hazardous shall be disposed of within the
. permitted area .
13 . Annual Reclamation Report
An Annual Reclamation Report shall be submitted on a form supplied
by the Department by February 1 of each year until reclamation is
completed and approved.
14 . Pondinq
The security which was posted pursuant to N. C . G. S . 74-54 in the
form of a $500 , 000 . 00 blanket bond is sufficient to cover the
operation as indicated in the approved application. This security
must remain in force for this permit to be valid. The total
affected land shall not exceed the bonded acreage .
15 . Archaeological Resources
Authorized representatives of the Division of Archives and History
shall be granted access to the site to determine the presence of
significant archaeological resources .

Page 9 of 11
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance
of which is a condition on the continuing validity of that Mining
Permit . Additionally, the Reclamation Plan is a separable obligation
of the permittee, which- continues beyond the terms of the Mining
Permit .
The approved plan provides :
Minimum Standards As Provided By G. S . 74-53
1 . The final slopes in all excavations in soil , sand, gravel and
other unconsolidated materials shall be at such an angle as to
minimize the possibility of slides and be consistent with the
future use of the land.
2 . Provisions for safety to persons and to adjoining property must be-
provided in all excavations in rock.
3 . All overburden and spoil shall be left in a configuration which is
in accordance with accepted conservation practices and which is
suitable for the proposed subsequent use of the land.
4 . No small pools of water shall be allowed to collect or remain on
the mined area that are, likely to become noxious, odious or foul .
5 . The revegetation plan shall conform to accepted and recommended
agronomic and reforestation practices as established by the North
Carolina Agricultural Experiment Station and the North Carolina
Forest Service.
6 . Permittee shall conduct reclamation activities pursuant to the
Reclamation Plan herein incorporated. These activities shall be
.conducted according to the time schedule included in the plan,
which shall to the extent feasible provide reclamation
simultaneous with mining operations and in any event, provide
reclamation at the earliest practicable time after completion or
termination of mining on any segment of the permit area and shall
be completed within two years after completion or termination of
mining.
RECLAMATION CONDITIONS :
1 _ Provided further, and subject to the Reclamation Schedule, the
planned reclamation shall be to grade and revegetate any areas in
unconsolidated material and to provide a permanent barricade
(fence) along the top of any highwall .

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 Conditions Nos . 12 .A. and B .
F . The affected land shall be graded to prevent the collection
of noxious or foul water.
3 . Revegetation Plan :
After site preparation, all disturbed land areas shall be
revegetated as per the following :
Permanent Seeding specifications
Dates species Rate, Lbs/Acre
February 15- April 1 Korean Lespedeza 10
Fescue 40
Redtop 1
Winter rye (grain) 15
April 1- July 31 Common Bermuda 50
August 1- October 25 Lespedeza (unscarified) 30
German millet 40
October 25- February 15 Rye (grain- temporary) 120
F ' Soil Amendments
Lime- 2000 lbs/acre or follow recommendations from a
soil test . .
Fertilizer- 1000 lbs/acre 8-8-8 or 10-10-10 , or follow
recommendations from a soil test .
Mulch- All seeded areas shall be mulched using small
grain straw at a rate of 2000 lbs/acre and '
anchored appropriately.

Page 11 of 11
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. A professional
forester with the N. C. Forest Service or another Consulting
Forester shall be contacted for assistance in reforestation of all
suitable areas .
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 July 26, 1972 , renewed July 29, 1982 , and
modified June 16 , 1.995 and September 29 , 1995 , is hereby renewed
this 29th day of August , 1997 pursuant to G. S . 74-52 .
By: L r
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment , Health and Natural Resources

Denver Quarry Adjacent Owners
Subject: Denver Quarry Adjacent Owners
From: "Jennifer Sjaardema" <[e-mail]>
Date: Wed, 9 May 2007 14:08:24 -0400
To: "Judy Wehner" <[e-mail]>
Hey Judy,
I have attached the list of adjacent owners for the property addition at Denver Quarry. The document also provides return receipts for all of the
owners except Jeffrey Collins. As soon as the Collins receipt is returned, I will provide that to you as well.
Thanks Judy,
Jennifer
Content-Description: Denver Adj Landowner Notifications.pdf
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FW: Fly Rock Incident Photos
Subject: FW: Fly Rock Incident Photos
From: "Glover,Alex" <[e-mail]>
Date: Thu, 10 May 2007 08:2O:16 -0400
To: "Judy Wehner\(E-mail\)"[e-mail]>
CC: "Prosser, Jerry' <[e-mail]>, "Silver, Dean" <[e-mail]>
Hi Judy: Per your request, I have attached two photos taken the day of-and just after the fly rock incident. The first photo (100 0114) is of Mine
Superintendent Dean Silver pointing to the area of the rock impact. As mentioned in the report, there were only pieces of the rock left but the dust
particles can be seen in the photo. The second photo (100_0115) is of the West tree line just above the drive way- the shot area is approximately
900 feet from this area through the trees.
-----Original Message----- •
From: Prosser, Jerry
Sent: Thursday, May 10, 2007 7:29 AM
To: Glover, Alex
Subject:
Alex,
Attached are pictures of the Fly rock from Chalk.
Thanks
Jerry
Fec
-- _-� •
1 of 3 5/10/2007 8:34 AM

11 1
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FW:Fly Rock Incident Photos
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1 of 1 5/10/2007 8:33 AM

wl , •
INDUSTRIAL NINLRALS
Ms. Judy Wehner May 4, 2007
Land quality Section
NC DENR Land Resources
1612 Mail Service Center
Raleigh, NC 27699 CMA8 2�4V01
Y �rLr
SECTO
Dear Ms. Wehner:
As reported to you by telephone yesterday at approximately 1:15 pm, The Feldspar Corporation
experienced a high air blast reading and fly rock incident at its Chalk Mountain Mine(permit#
61-1). The air overpressure reading was 136 dB as recorded on a Vibratech Everlert V (s#3333)
seismograph owned and operated by The Feldspar Corporation. TFC Mine Superintendent Dean
Silver operated the seismograph and the PVV ground vibration readings were within state limits
of: 0.250 in/s Transverse, 0.215 ids Vertical, and 0.220 ids Longitudinal. The recorded event
time was 12:14 pm on 5-03-07 and was measured at the home of Kathy Comette (828-765-
9251), which is the nearest fully occupied structure to the blast site.
The shot was taken on the East edge of the North Face of the mine and was the first non-
stripping shot in this area(near the original surface). Because of this, the first few feet of the drill
holes were in foliated, semi weathered saprolitic rock. The cracks or broken seams in the upper
zones of pegmatite rock are typically somewhat cracked and seperated due to typical ex-foliation
of the seams over years and years of time. As erosion and removal of overlying material
alleviates the weight,stress is generated causing these foliations to expand and become loose and
disconnected. Also due to near surface exposure, weathering of the rock occurs causing the rock
to be partially unconsolidated. It is this weathered, weakened, and foliated rock that must have
come loose and ejected from the upper portion of the hole along with the stemming material
from the hole.
Dean Silver was operating the seismograph at the Comert residence and could hear a small
amount of small rocks hitting nearby trees and the driveway. He also noted that the driveway
rock (estimated to be about baseball size) did shatter and the pieces remaining were brown
stained. This brown staining would indicate saprolitic rock, which only occurs at or near the
surface.
Under normal conditions, the borehole rock is competent enough to contain the locking pieces
of crushed stone used for stemming, but in this case, it was not and the hole blew out.
Dean Silver, Mike Osborne, and I believe that this was the cause of both the elevated air
overpressure and the fly rock occurrence. We believe that the following procedure be observed
in order to prevent a re-occurrence: 1) That whenever a near surface area is to be prepared for a
drill shot,that the operator look carefully for indications of foliated or cracked areas. 2) If these
areas are noted, then the drill bit diameter should be reduced in order to reduce the surface area
of the inner borehole in order to father restrict and confine the stemming material and reduce the
likelihood of upper borehole wall failure (in this case the drill bit was 5.5 inch diameter).
1040 Crown Paris Parkway,Suite 2701 Atlanta,Georgia 30 Mlphone:(770)392-M I tac F`70)3928070 7
A Cemeraaa Paramn"Carpeny

0 > O
INDDSTRIIL 'NINIIALS
As required in section R-H of the mining permit, we are hereby submitting this document In
you and your department as the required investigation report and have included the technical
recommendation that we believe will alleviate futher incidents. Upon review, please notify us as
soon as possible your recommendations as we have suspended all blasting at this site as required.
Please respond by telephone to Dean Silver at 828-765-33008�0. ,
Sincerely; C"r l to �l �
Alex Glover
Corporate Geologist
Attachments: Blasting Report
Letter from Austin Powder Company- Technical Services Representative
.a
OS
pOMMEaS�•°
1030 Crown Pointe Parkway,Suite 270/At anta,Georgia 30335I ph"(770)392MSO I tar.[phone] 2
A Cementos Patasmayo Company

• •
AUSTIN POWDER COMPANY
Technical Services — Southeast Division
May 4,2007
Feldspar Corporation
Caulk Mountain Pit
On May 3, 2007 Austin Powder Company had a blast in the Caulk Mountain Pit that resulted in a
fly-rock that Ie@ the mine property as well as an out of compliance overpressure(136 dB).
The blast consisted of 49 — 5 %z inch holes that ranged from 30 foot to 41 foot deep. The blast
was on the outer limits of North face. The distance to the nearest protected structure, using GPS
coordinates, was measured at 804 feet. The Blaster-in-Charge felt with this close proximity to the NPS
(nearest protected structure)we should use an Electronic Detonation System for greater control on
vibration levels to the house. The geometry for the blast was designed for a 12 foot burden and 12 foot
spacing. The drill log provided by the drilling company indicated that there was I to 2 foot of
unconsolidated material at the surface of the rock. The determination was to use 8 to 9 foot of stemming
collar, which would calculate to 67% of the burden. All holes loaded well and the stemming operation,
using shoveled crushed stone, did not indicate anything unusual. The free face of the blast was away
from the NPS to limit the exposure of flying material.
I happened to be on the blast with the Blaster-in-Charge and after the blast wax ompleted we
were notified of rock leaving the mine property and there was an out of compliance overpressure. The
investigation showed the following:
o The path of the rock movement indicated no evidence of rock moving backwards.
o The rock that landed in the driveway of the NPS had broken into small pieces upon
impact.
This evidence indicates that there was probably some type of "blow-out' from the surface of the blast,
causing the out of compliance overpressure as well as the fly-rock. The stemming of 70% of the burden
should have been adequate, so the"blow out' is probably related to a geologic condition of weak scams
in the top layers of the strata.
Recommendation:
When the distance is such that we have this close proximity to the neighbors on the North face,
the diameter of the blast holes should be lowered for extra control of the blast.
Mike Osborne
Division Technical Representative
Austin Powder Company
Phone[phone]

AUSTIN POWDER COMPANY BLAST REPORT
`' O e1e33 Jy O "7e33
•6 E,' • APC-Aaheville,NC
J lt
FPfq yvNC AW Goldvlew Road Asheville, NC 28804 f�fq yv�C
Blast No.: 18 Slauttype: Stone Quarry/Stone Mine-Production Customer: FELDSPAR CORP
(246422-001)
DateRime: 0510 3/07 1 2:14 PlIfix"B: CHALK PIT 1NCO0711 Location: NORTH SIDE-SEE GPS
ENVIRONMENT Weather: Cloudy/High Clouds Terrain: Mountainous
Structure Name: CORNETT RESIDENCE Compass point N Temperature: 63 aF
Structure Type: HOUSE DlmcNonfBaaring: 100 Wind From: SW
Method Used: Lat./Long. Distance: 804 R Wind Velocity: 0-5 mph
Blast LeULong.: 350 54. 10.900"N 820 5' 47.60UVVStmdure La1JLong.: 350 54' 18.70T N 800 54, 45.800" W
L yOUT
No.of Holes: 49 Hole Depth: 40.0 ft Burden:. - 12.0 R .Water Depth: 5.0 It
No,of Rows: 6 Subdfilling: 3.0 ft Spacing: 12.0 N Stam Length: 8.0 It
Diameter , 5.500 In Face Haight: 37.0 It Back Fill Depth: 0.0 it Stem Type: 789S
Mete Uncl: No Drilling Angle: 0° Material Blested:, Feldspar
WEIGHTS - Swlud Distancs Faclar Uaed:DNr%, 50
Initiation: Electronic Max.Mlow.Cbg.Wt. per8mawio Seismogmph: 258.E lb Volume Produced: 9,669.3 yd'
Fldng Devlw: Electric Blasting Machine Max.No.of Holes Per a me Interval; 1.00 Weight Produced: 24,173.3 t
Machine Type: Demmer Max.Wt.of Expl. Par me Interval: 416.6 Ib Powder Factor 1: 1.533 t0b
Mfg and Model: Demmer Max.WL of Explosive Per Hole: 416.6 lb Powder Factor 2: 1,631 Ibfy&
Initiation Settings: Actual Scatad Distance Factor: 39.39 Rock Density: 2.500 tlycls
Santos Resistance(ohms):
SEISMOGRAPH Peak Only Seismograph Type:
Date: Trigger Level: inIs dS - Transverse: 0.250 irl Hz
Time; Calibration Date: Vertical: 0.215 inks Hz
Distance From Blast: 804.0 It calibration Signal: Longitudinal: 0,220 INs Hz
Direction From Bast: N Geophone Min Free: Hz Acoustic: 136 dB
Readout MIc:Minfreep Hz vector Sum: inle
Location: CORNETT RES.
Utd-ong.: 350 54' 18.7DD'N + 820 5' 45S00"W
Reader and Firm: DEAN SILVERS, _Analystand Firm: SAME Installer and Firm: SAME
feldspar Corp
CREW
Blast Occurred Other Than Scheduled Time: No - Misfire Occurred: No Protective Cover: FRONT END BUCKET
Last Name First Nama LlceweNumber CeRi III catlon In Charge Ttad In Chk.TINn
GRIFFIN JAMES No No No
PLEMMONS REX 259-88-0114 Yes No No
ANDERS STEPHEN No No Yes
OSBORNE MICHAEL No Yes No
BIGGS LAURA No No No
RICHIE OVAL No No No
PRODUCTSAND SERVICES Total Weight of Explosivea(Include Primers): 15,772.14 lb
Product Description Quantity Weight(16) Pro luctmearl Quantity Welgro(Ib)
NY ELECTRO'STAR Electronic Def ED ea 0.OD0 Green Cap Boosters 5.0 as 1.650
BY ELECTRO'STAR Electronic Det. 49.0 ea 0.000 Hydromite 4400 Bulk-of 3,62IS Ib 3,621.490
Austinge 15 50R Per Bag 242.0 bg 12,100DOD Orange Cap OC Booster 49,0 ea 49.000
ELECTRO"STAR Bus Wire-500' Spo 4.0 sp 0.000 Blast Service-Downhole Delivery 1.0 ea 0.000
Empty WPP'4112" BAG WIOUT LINER 10.0 ea 0 000 Blast Service-Per Hour 6.0 ea 0,000
echnical Service- 1/2 Day 10 as 0.000
s�sn�a
Due io:nam04002e45 r 61501 051OX07 13:57 Page: 1 of 3

Must 10 Date:05MM7 12.14'00 Type:PRODUCTION Compary FELDSPAR CARP Pit[Permit:CHALK PIT 1 NCO0711 Location:NORTH SIDE-SEE GPS Austin Lotatiom APC-ASHEVTLLE,NC
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HoleType-Delay ;Deck'1 HoleType Delay Deckl 12=l
1 0 8' '27 0 -296
2 0 18 28 0 320
3 0 24 29 0 344. 16
4 0 32 30 0 368
5 0 40 31 0 392 20.
6 0 64 .32. 0 .. 416 30 ELECTRO`STRR
8 0 112 '34. 0 r 4644 N � HyVemile 4400 EUk-
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9 0 136 `35 0 448, Green Cep Bowers
10 0 160 W7 0 472 _ _ 28 j
11 -0 164 37 - 0 496. I�
12 A 0 268 38• 0 520 32 I%
13 `0 232 39 0 544
14 0 96 40 0 568 36'
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15 0 120 :41:. : 0 592 r /orange Cep DC
16 0' 144 42 0 :;$68 i - 40 Li Boaster
17 0- _ 168 43 0 �692 r Type S.hydraPotd 4400(416 6 Ib)
18 0- 192 -;44 -0 718
19 0 215` 45 0 - 740
20 0 240 46 A 0 '872
21 0 264 47 A 0 896• Sw
22 0 288 48 0 920 S W
•23 0 312 49 A 0 1070
24 0 336_
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NPS
NPS-Nearest Prutncted Struc:re.OS-Other sL•ucY Te Page 3 of 3

.7e3 AUSTIN POWDER COMPANY BLAST REPORT JS�D aye�3
•Q�4,• • APC-Asheville.NC of,
450 Gddwaw Road Asheville,NC 2E804 f�FA Sy�
Blast No.: 16 Slasttype: Stone QuanylStone Mine-Production Customer: FELDSPAR CORP
(246422-001)
Dam Tlme: 0610310712:14 P"m lt: CHALK PIT IN000711 Location: NORTH SIDE-SEE GPS
Comm unwrypimadonx
Drill Log:Yes
Fly-rack occured
Hydmmite44008ulk-cf densdies(glcm•) 1)1.26 2) 1.26 3)1,26
General Comments: Small rock left the mine property traveling 604 feet landing at the closest residence. Them was no damage, rock hit the
driveway and shattered,
warm wmnwmam v 0a501 051=713:57 Page: 2 W 3

I
E'
CERLERTU MONITOR LOG
SERIAL 3333.
Moni-LoT start: 12: 14:50 03 Mar 2002
Mon [ tor end ' 12: 15: 09 03 Mar 2002
No trigser at 0.030 In/a or 118 dBCL]
i
EUERLERT U
SERIAL C 3333 U G. 51
CLIENT The Feldspar Corp ..
LOCATION Cornett residence
USER Dean Silver
TRIG SOURCE geo or mic
TRIG LEUEL 0.030 Ines 118 d8'CLI
RECORO TIME 5 s
NOTES:
I ,
TRIGGERED vert.. at 12 : 14:35
03 May 2007
TRAN UERT LONG
PPU 0. 250 0. 215 0. 220 finis.
FREO 13 13 13 Hz
TIME 119 98 225 ms
ACCEL 0. 12 0. 09 0. 09 g
PK DISP: 0. 0030 0, 0028 0. 0023 In
PUS 0.270 Ines at 149 ms
PK AIR CiP 130 dBCL] at 909 ms
FRED 15 Hz
USBM RI83V AND OSMRE ANALYSIS
ALL GROUND CHANNELSClnis7
A /
x� .F

•I, TRIGGERED vert,. at 14t93
03 n, 2
7RAN UERT LONG -
PPU 0. 250 0.215 0,220 Ines.
FRE❑ 13 13 13 H2
TIME 119 98 2.25 ms
ACCEL 0. 12 0.08 0.09 9
PK D1SP: 0. 0030 0. 0028 0. 0023 In
_ PUB 0. 2n tvs at 149 ms
PK AIR O/P 135 dB(L) at 909 ms
FRED 16 liz
USBrI R18507 AND OSMRE ANALYSIS
ALL GROUND CHANNELSLinis )
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. . . DTHRrlrC CEO Cf1LIBRPTION
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FT=75 01'=32 FU=77 OU=35 FL=78 Mn38
FYI=20 Prl-527 BL=66
Dynamic geo cal.:. eassedilic Lest ok
Ca Lbra Led 22 Feb . 20V
by Ulbra—Tech Inc
I

INDUSTRIAL MINI RrtiLS
Ms. Judy Welincr May 4, 2007
Land quality Sectlon
NC DENR Land Resources
l 612 Mail Service Centel-
Raleigh, NC; 27699
Dear Ms. Wehner:
As reported to you by telephone yesterday at approximately 1:€5 pm, The Feldspar Corporation
experienced a high air blast reading and fly rack incident at its Chalk Mountain Mini: (permit If
61-1). The; air overpressure reading was 136 c11.3 as recorded on a Vibratech Everlert V (sI#3333)
seismograph owned and operated by The Feldspar Corporation. 'I'FC Mine Superintendent Dean
Silver operated the seismograph and the PVV ground vibration readings were within state limits
of: 0.250 in/s T'ransverse, 0.215 in/s Vertical, and 0.220 in/s Longitudinal. The recorded event
tirne was 12:I4 pm on 5-03-07 and was measured at the home of Kathy Cornette (829-765-
925 1), which is the nearest fully occupied;structure to the blast site.
The shot was taken on the East edge of the North Face of the mike and was the first non-
stripping shot in this area (near the original surface;). Because of this, the first few feet of the drill
holes were in foliated, semi weathered saprolitic rock. 'the cracks or broken seams ill the ul7pff
zones of"pegmatite rock are typically somewhat cracked and seperated due to typical ex-foliation
of the: scams over years and years of time. As erosion and removal of overlying material
alleviates the weight, stress is generated causing these foliations to expand and become loose and
disconnected. Also chic to near stirface exposure, weathering of the; rock occurs causing the rock
to be partially unconsolidated. It is thistiweatherecl;wcakeiicd, and-ft�liated rock that must have
come loose-arm-c;jected-from-L-h-e-upher-poftiail OSFA c.l>ole-along with-the steti l��il�g_I ateiitil�
t oiii�tkl;e 11o1i;:�
Dean Silver was operating; the seismograph at the Cornett residence and could hear a small
arnount of small rocks hitting nearby trees and the driveway. He also noted that the driveway
rock (estimated to be about baseball sire) did shatter and the pieces remaining were brown
Stained. This brown staining;would indicate saprolitic rock, which only occurs at or near the
surf ace.
Under normal conditions, the borehole rack is competent enough to contain the locking pieces
of crushed stone used for stemming, but in this case, it was not and the: hole; blew out.
Dean Silver, Mike Osborne, and I believe that this was ilie&!Ipse:of-both-the:el-cyated.air]
covet-pressurC and.the fly-rock occurrence..�We believe that the following procedure be observed
En oi'det't-o l?t'eveilt a 1'Goccoi'rence:: I)jhat whenever_a-neat'surfaee-at'ca. is to.b c,pre pared Jbr:w
cdrill shot, that_the_operator laok carefully for ii1dic:ations of foliated or cracked areas. 2) If thesci
<arcas:are noted; then the drill bit diameter should be-feduced-in order to.red Lice--the surface-area
c of-(he inner borehole irz order to futher restrict and`coilf ric the stemming material and-reduce the)
like]ihood-of upper hnrchole wall f6ilttre (in this case-the drill bit was_5.5 inch=clia�i7cter.)�
1040 Crown Pointe Parkway,Suite 2701 Atlanta,Georgia 303381 phone:[phone] fox:(770)392.8G70 1
A Comentos Pacasmayo Company

INDUSTRIAL MINIMS
As required it] section 84-1 Of the M141ing parn111, we M-C hereby submitting this dOCUMent to
you and your department as the required investigation report and have included the; technical
recommendation that we believe: will alleviate father incidents. Upon review, please notify its as
soon as possible your recommendations as we have suspended all blasting at this site as required.
Please respond by telephone to Dean Silver at 828-765-3080.
Sincerely; w4lj4yle-,�
Alex Glover
Corporate Geologist
Attachments: Blasting Report
Letter frcnn Austin Powder Company- Technical Services Representative
AIM � ��
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0�} evrL• � ,
��GCC[6itt4S160
1040 Crown Pointe Parkway,Suite 2701 Atlanta,Georgia 303381 phone:[phone] fax:[phone] 2
A Cementos Pacesmayo Company

AUSTIN POWDER COMPANY
Technical Services -- Southeast Division
May 4, 2007
!Feldspar,Corporation
Caulk Mountain Pit
On May 3, 2007 Austin Powder Company had a blast in the Caulk Mountain Pit that resulted in a
fly-rock that left the mine property as well as an out of compliance overpressure(136 d13). —
The blast consisted of 49--- 5 '/a inch holes that ranked from 30 foot to 41 foot deep. ']'lie blast
was on the outer fimits of North face. The distance to the nearest protected structure, using GPS
coordinates,was measured at,804 feet. The Blaster-in-Charge felt.with this close proximity to the N11S
(nearest protected structure) we should use an Electronic Detonation System for greater control on
vibration levels to the house. The geometry for the burst was designed for it 12 foot burden and 12 foot
spacing. The drill log provided by the drilling company indicated that there was f to 2 foot of
unconsolidated material at the surface of the; rock. The-deter•urination-was-to.use.8:to-9 foot of sternmingo
Ccollar,_which would calcul�ite to.G7% of thc.burden.-All holes loaded well and the stemming operation,
using shoveled crushed stone, did not indicate anything unusual. The free lace of the Mast was away
from the NI'S to limit the exposure of flying material.
happened to be on the blast with the Blaster-in-Charge and after the blast wax; ompleted we
were notified of rock leaving the mine property and there was an out of compliance overpressure. The
investigation showed the following:
rr The path of the rock movement indicated no evidcnee of rock moving backwards.
rJ The rock that landed in the driveway of the NPS had broken into small pieces upon
impact.
]'his evidence indicates that there was probably_sotnc type i3f_"blow-atrt"from the_surfac .cif-the---blas_t.
causing the out of compliance overpressure as well as the ny-rock. The sternming of 70% of the burden
should have been adequate, so the"blow out" is probably related to,a gcofof;ic condition of-weak-scants?
Cin•the top_laycrs-ofthc-strat
Recommendation:
Wliciftfic`�dislance; is-such didtwc:have-fliis close-proximity to thc.nciglibors on the Nofth.facu,,>
the diameter of.thc:bfast-fi ies.slioulcl be lowered.ft)r extra control of the Mast?
Mike Osborne
Division Technical Representative
Austin Powder Company
Phone[phone]

• 0
LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
C=denotes fields where input data is needed)
Permit No.': 61-01
Permittee*: zemex
Mine Name*: chalk mountain
Blast Report No.*: 18 Date of Blast*: 05/03/07 Time of Blast*: 12:14
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): D*= 804.00
W= Maximum pounds of explosives per delay (pounds): W*= 416.60
SD= Scaled Distance: SD= DIW110.5 SD= 39.39
V= Peak Particle Velocity (inches per second): V = 160 (SD)"-1.6 V= 0.45
(*max. limit in mining permit is: V= 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V= Particle velocity measured by the seismograph (ips): V* = 0.25
DS = Distance from blast to seismograph (ft): DS*= 804,00
d = Distance from blast to second location (ft): d* = 804.00
PPV = Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV=V(DSId)-1.5 PPV= 02500
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi): P = 82 (D/W^0,33)^-1.2 P = 0.291686
To convert(psi) to (dBL): (P12.9 x 10^-9)log x 20 P = 160.05
AB = Confined Airblast/Overpressure (dBL): AB = P (dBL) - 35 dBL (for quarry situation) AB= 125,05
(*max. limit in mining permit is: AB = dBL)

• •
Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; must consider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions (per Ireco):
If"straight" emulsion is used, use SPD (specific density) = 1.20
If a"blendlslurry" is used, use SPD (specific density)= 1.25
If"straight'anfo is used, use SPD (specific density)= 0.85
Ratio between explosives:
Total pounds of Explos. #1"= 12100.00
Total pounds of Explos. #2*= 3621.50
Ratio between explosives = 3.34
Average pounds of explosives used per hole (pounds)` = 322.00
Breakdown of average pounds of explosives per hole due to ratio.-
Explosive#1 = 225.63
Explosive#2 = 96.37
SPD = Specific densities for each explosive:
SPD for Explos. #1'= 0.82
SPD for Explos. #2"= 1.25
HD = Hole Diameter Used in Shot(inches): HD' = 5.50
LID = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)^2
LID for Explos. #1 = 8.43
LID for Explos. #2 = 12.86
Explosive column height for each explosive (feet):
Explos.#1 = 26.75
Explos. #2 = 7.50
Total explos. column height= 34.25
Stemming height used in shot (feet)' = 8.OD
Total height of explosive column(s)and stemming in the hole= 42.25
Total depth of hole denoted on the blasting report for the shot in question` = 40.00
Analysis Completed By: Date:

AUSTIN POWDER COMPANV BLAST REPORT
Uy�O„t e3d Jy�OIeLe��
APC
•d �, • m Roo Asheville,NC '6 F,'
FUfq y��° 450 GOIdV IOW Road Asheville,NC 28a04 P`FA yIN°
Blast No.: 18 Blast Noe: Slone Quarry/Stone Mine-Production Customer: FELDSPAR CORP
(246422-001)
DateRlme: Dfit03t0712:14 PldPermit. CHALK PIT IN000711 Location: NORTH SIDE-SEE CPS
ENVIRONMENT Weather. Cloudy High Clouds Torreon: Monotonous
Structure Name: CORNETT RESIDENCE Compass Paint N Temperature: 63 'F
Structure TYPO: HOUSE DlrectionlBearing: 100 Wind From: SW
Method Used: Lat./Long. Distance: 804 R Wind Velcclty: 0-5 mph
Blast UtAong.: 350 54'10.900"N 82" 5' 47.600W Structure LaLlLong.: 35" 54' 18.700" N 82a 5' 45.800" W
LAYOUT
No.of Hales: 49 Hole Depth: 40.0 ft Burden: 12.0 ft Water Depth: 5,0 ft
No.of Rows: 6 Subdrilling: 3.0 ft Spacing: 12.0 It Stem Length: 8.0 /t
Diameter: 5.500 in Face Haight: 37.0 ft Back Fill Depth: 0C ft Stem Typo: 789S
Mats Used: No Drilling Angle: 01 Material Blasted:. Feldspar
HEIGHTS Scaed Distance Folsor Used:DIYYS= 50
Initiation: Electronic Max.Alhmt.Chg.Wnperemswfo Soismograph: 268.6 Ib Volume Produced: 9,66g.3 yde
Firing Device: Electric Blasting Machine Max.No.of Holes Per a ms Interval: 1.00 Weight Produced: 24,173.3 t
Machno Type: Denman Max.WL of Sao.Per 9 me Interval: 416.6 lb Powder Factorr1: 1,533 Ulb
Mfg and Model: Danmar Max.Will.of Explosive Per"to: 416.8 to Powder Factor 2: 1.631 Ib/yda
Initiation Settings: Actual Scaled Distance Factor: 39.39 Rock Density: 2.50D Uyd'
Series Resistance(ohms):
SEISMOGRAPH Peak Only Seemogmph Type:
Date: Trigger Level: III d6 Transverse: 0,260 INS Hz
Time: Calibration Date: Vertical: 0.215 Inds Hz
Distance From Bleat: 804.0 ft Calibration Signal: Longitudinal: 0,220 into He
Direction From Blast: N Geophone Min He Acoustic: 138 dB
Readout: Mic.MinFmq: Hs Vector Sum: into
Location: CORNETT RES,
LaIJLOng.: 35e 54'16.700"N • 820 6 45.60V W
Roador and Farm DEAN SILVERS, Analyotand Firm: SAME Installer and Firm: SAME
feldspar corp
CREIV
Beat Occurred Otter Than Scheduled Time: No MiSIIM Occurred: No Protectiva Cover. FRONTENDBUCKET
_...1......... .. .. .... . .......... . _...._......... . . __...I.... .. .......... ...................... ...........
Last Name First Name License Number Certification In Charge Tied In Chk.Tiedn
GRIFFIN JAMES No No No
PLEMMONS RE( 259.88-0114 Yes No No
ANDERS STEPHEN No No Yes
OSBORNE MICHAEL No Yes No
BIOGS LAURA No No No
RICHIE OVAL No No No
..,....,... _..,..... I........ . .. I...,I.....I I.. I I .........I.... .,._.,..,,..., .., .. . „ . .... . ..._....,. . .
PRODUCTS AND SERVICES Total Weight of Exploslves (include Primers): 16,772.14 Ib
Product Description Quantity Weight(lb) Product Description Ouanlity Weight(III)
30' ELECTRO"STAR Electronic Det. 5.0 as 0,000 Green Cap Boosters 50 as 1.650
60' ELECTRO'STAR Electronic Det. 49.0 ea DODO Hydromite 4400 Bulk-cf 3,621.5 Ib 3,621.490
Auslmite 15 50M Par Bag 242.0 bg 12,100.000 Orange Cap DC Booster 49.0 as 49.000
ELECTRO'STAR BUS Wire- Stil Spo 4.0 Sp 0,000 Blast Service-Dovmhole Delivery 1,0 ea 0000
Empty-WPP41/2'BAG W/OUT LINER 10.0 as 0000 Blest Service-Per Hour 6.0 OR 0.000
Technical Service- 112 Day 1.0 OR 0.000
Slanalu of Blaeer In CM1et9e
San ID:nM7OW*`G*e r Stem 0&0360713,57 Pape: 1 of 3

Blasi 18 Data:135)C=7 1214:00 Type PRODUCTION Co .W.FELDSPAR CORP PwPerm CHALK M iNCfloM. tocahon:NORTH StpESE:E GPS Austin Loc!M.-APC-ASHEIIILLE.l%%C
a s$in
0 g
p 4� i 7895
. 05 0 �/ 10 G
G
i3 i
0 e
0
t2 .'.
i4 a 3 G 019 ?U D-1 21 23 24
20
e Da
27 27 �() 31
mvinite 15 S(r-Per
Sag(32.01t32t-91�)
o'S 0" G
0. -11
?0 40 41 23.'� i
32 I
36
0434 ' ' qK •:.;,• ELEC AR
4 i :'Orange Cap
Ore aCap Dc •
Boos-er
Type A-as.'sg;e shippers
MIA
�J a_5,5 in_.
i
4 i 78'S S
HoleType Delay Decki HoleType Delay 0ecki I
1 0 8' 27 0 296
2 0 16 28 0 320 •'1
3 0 24 29 0 344
4 0 32 30 0 368
5 0 40 31 0 392
6 0 64 32 0 416 #'•';?
7 0 88 33 0 440 �'' W ELECTRO'STAR
-30 i 12 34 0 464 24 H(ydror h 4 B 6 itz)Ik
9 0 136 35 0 448 `'.?,' 'Green Cap Boosters
10 0 160 36 0 472 ' :f E
11 0 184 37 0 496
12 A 0 208 38 0 52022
13 0 232 39 0 544
14 0 96 40 0 568. � t -,srr E C. SrAP
15 0 120 41 - 0 592 }:orangecWDC
16 0 144 .42 0 668= 40
17 a 168 . 3
- Type S.hytlrarAe 4400(418 6 Fb)
0 692 '
18 0 192 44 0 716
19 0 216 45 0 740
20 0 240 46 A 0 872
21 0 264 47 A 0 896 SW
22 0 28$ 48 0 920 S W
23 0 312 49 A 0 1070
24 0 336 SE X-
26NVV
25 0 248 0 272 E N
NE
NPS
t3PS-Nearest Pro'.ecled SVtx--Ltra.OS-Oih^ar slruaLm. Page 3 o:3

�M AUSTIN POWDER COMPANY 13LAS'r REPORT 1N
• G ,• APE-Ashovtlte,NC <
we-IX:
450 Goldview Road Asheville,NC 28804
Blast No.: 18 Blast type: Stone.Quarry/Stone Mine- Production Customer: FELDSPAR CORP
(246422-001)
Date/Time, 06103/0712:14 Pit[Pormtt: CHALK PIT 1NCO0711 Location: NORTH SIDE-SEE GPS
Conr munIVExplanatlons
Orill Log:Yes
Fly-rock occured
Hydromite4400 Sulk-c€densities(gtcm°) 1)t_26 2)1.26 3)1.26
General Comments: Small rock left the mine property traveling 804 feet landing at the closest residence.There was no damage, rack hit the
driveway and shattered.
$last to:aM704002-WS Y e.1s o1 05/03/07 13:57 Page: 2 of 3

F.'.JERLERT U MONITOR LOG
SER 1 f2�L 3333.
Mon i for S t&r t: 12: 14:50 03 Mcl y 2002
Mo n i Lo r end ' 12: 15: 09 03 Me y 2007
No tri99er at 0,030 iris or 118 dBCL)
EUERLERT U
SERIgL 0 3333 U 5. 51
CLIENT The Fe ldspa.,r Corp .
L.00AT [ON CorneLL res iderce
USER Dean Si Luer
TRIG 501..1RCE. 9e0 or mic
TRIG LEUEL 0, 030 in/s 118 W L)
RECORD TIME 5 s
NOTES:
TRIGGERED uert. at 1.2: 14:35
03 I1ay 2007
TRAN UERT LONG
PPU 0. 250 e. 215 0.22_.0 i n/s.
FREE, 13 13 13 H2
T] Mr_ 119 98 225 ms
nCCE(- 0, :2 0. 09 0.03 9
PK DISP: 0. 0030 0, 0028 0, 0023 in
PUS 0,2'20 I nls- a t 1 q9 ms
PK A1R C/P 136 dBCL) at 901 ms
FRECI 16 Hz
USBf i R 18`V ONO OSflRE ONiclL.YS I S
ALL_ GROUND CMANNE(L.r% i nis )
2.0
i
i
i
s
f-F-
X .N

• TRIGGERED per L. at, I 9135
03 May 20*7
iRAN UERT LONG -
PPU 0.250 0. 215 0.220 �vs.
FREQ 13 13 13 Hz
TTMF 119 98 225 ms
ACCEL 0. 12 0. 09 0.08 9
PK DISP: 0.0030 0. 0028 0.0023 �n
_ PU$ 0.2n ln/s at 149 ms
PK AIR O/P 135 dB(L) at 909 ms
FREE 15 Hz
i
IJSBM R18507 AND OSMRE ANALYSIS
ALI_ GROUND CHANNELSCInia )
rrrr�
++
XR + +
xt +
oo oe xp
e p X
t o oe
.... o K
FREOIJENCY CHz)
+ 'Iran = Uert m x , Lone c o
S
T C-
s
� c x

i o n i 7 (5(5
• g I N W {i{+j♦♦ ll
x U t 1 n
LL
J j
i # q
., { � A

i � •
x I
I
1
i
i
— "
I
.,..._.._.. _,___.� . _..—,—._ �,-t.._., .,,.
a
_� "

i
i
i
% 0..05E finis id lu 0. 00363 os lid lu
DYNAMIC GEO CALIBRATION
FT=75 OT=37 FU=77 OU=35 FL=70 01-=36
FM=20 PM=527 BL-BE
07nam; c Beo cal : PassedMlc test ok
C6tibr6ted 22 Feb . 2007
b7 Uibra--Tech Inc ,
.y

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Michael F. Easley,Governor
Director and State Geologist William G. Ross Jr.,Secretary
May 8, 2007
Mr. Alex Glover
Zemex Industrial Minerals
PO Box 99
Spruce Pine, North Carolina 28777
RE: Flyrock Incident of May 3, 2007
Chalk Mountain Mine
Mining Permit No. 61-01
Mitchell County/French Broad River Basin
Dear Mr. Glover:
This letter is in response to your letter and the accompanying flyrock investigation
report prepared by Mr. Mike Osborne of Austin Powder Company dated May 4, 2007. The
report indicated that the flyrock and high airblast reading at the above referenced mining
operation was likely caused by ejection of weathered, weakened and foliated rock from the
upper portion of the blast hole.
After reviewing your letter and Mr. Osborne's report, your company is hereby
approved to resume blasting activities at the above referenced site. Please be aware that
this approval is contingent upon your company incorporating the recommendations outlined
in your letter and Mr. Osborne's report into your blasting procedures at this mine site.
These recommendations are as follows:
1) Whenever a near surface area is prepared for drill shot, the operator shall
carefully look for indications of foliated or cracked areas.
2) If these areas are noted, the drill bit diameter shall be reduced in order to
reduce the surface area of the inner bore hole to further restrict and confine
the stemming.material and reduce the likelihood of upper bore hole wall
failure.
In addition, your company shall be-required to submit to this office duplicate
copies of all shot records, including any seismograph recordings made, for ninety
(90) days from the date of this letter for our review.
Again, please note that the above recommendations will be considered part of the
blasting conditions of alining Permit No. 61-01. Please attach this letter and a copy of the
above-mentioned letter and report to your mining permit for future reference.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 / FAX: [phone]
512 North Salisbury Street,Raleigh, North Carolina 27604
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled l 10%Post Consumer Paper

i
Mr. Glover
Page Two
If you do not agree that your letter constitutes a request by your company to modify
your company's mining permit, you have the right to request a hearing pursuant to G.S. 74-
57 to discuss this matter further.
This office appreciates your company's cooperation in this matter. Furthermore, we
are confident that your company will take all the necessary steps needed at this facility to
prevent similar incidents from occurring in the future.
V ru ly yours,
mes D. Simons, PG, PE
JDSIjw
cc: Mr. Floyd R. Williams, PG
Ms. Janet Boyer, PE

North Carolina Department of Environment and Natural Resources
Division of Land Resources- Land Quality Section Mining Program
1612 Mail Service Center, Raleigh, North Carolina 27699
[phone] Fax: [phone]
FAX COVER SHEET
FAX NUMBER TRANSMITTED TO: R2 g -71i6 — 2 / ) D
To: > e-07J ` LJe r 7c
or:
From: r I%y cQ Wil ie s �Sd7ale lny ^�Sru« ss
RE: r ek IZ� kLAig,
Date:
COMMENTS: �I�.ea_..- , oo 574zt�
;t761
"IF YOU DO NOT RECEIVE ALL PAGES, PLEASIz IT.I.1311HONE US IMMGDIATLLY AT(919)733.4574.

AjLA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of land Resources
Land Quality Section
James D. Simons, PG, PE Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
May 4, 2007
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7003 0500 0002 7858 1929
NOTICE OF VIOLATIONS OF MINING PERMIT
Mr. Alex Glover
Feldspar Corporation
PO Box 99
Spruce Pine, North Carolina 28777
RE: Mining Permit No. 61-01 1 Chalk Mountain Mine
Mitchell County ! French Broad River Basin
Dear Mr. Glover:
This is to inform you of violations of Mining Permit No. 61-01 issued to Feldspar
Corporation to operate the Chalk Mountain Mine in Mitchell County.
On May 3, 2007 you informed this office of a flyrock incident and high airblas;reading
of 136 dBL that occurred at the above referenced mine on May 3, 2007 which resulted in rock
being thrown outside your permitted area. Therefore, this incident constitutes violations of
Operating Conditions Nos. 8C and 8G of Mining Permit No. 61-01 which governs airblast limits
and the control of flyrock at this mine.
The following actions must be taken to correct these violations:
A. Immediately cease further use of explosives at the Chalk Mountain Mine.
B. Submit in duplicate to the Department, within 10 days following your receipt
of this Notice, a complete blast investigation report prepared by a third party
consultant. Said report shall contain, but not be limited to, the following: a) blast
reports/records, b) a scaled map showing the exact location of the May 3, 2007
blast and the distances to and locations of the fly rock and offsite damage (if
any), c) actions to be taken by your corporation to repair any damages, probable
cause(s) of the fly rock, e) description of the blasting procedures employed at the
time of the incident, and f) what changes will be made in procedures to ensure
that fly rock will not exit the permitted and guarded area in the future.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 /FAX: [phone]
512 North Salisbury Street,Raleigh, North Carolina 27604
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled 110%Past Consumer Paper

Certified Mail
Mr. Glover
Page Two
You will be notified if the above investigative report meets with the approval of the
Department. Should the report not meet with Department approval, you will be notified of the
deficiencies.
Failure to take the corrective actions specified above may result in the assessment of a
civil penalty against your corporation. If a civil penalty is assessed, the amount may be up to
five hundred dollars ($500.00) for each day of violation, beginning with the date of your receipt
of this Notice of Violation (N.C.G.S. 74-64). Other enforcement actions may include seeking
an injunction or revoking your mining permit.
The responsibility for understanding and complying with the conditions of your mining
permit rests with you.
Please do not hesitate to contact Mr. Floyd Williams, State Mining Specialist, at (919)
733-4574 or me at [phone] regarding any questions you might have about this matter.
V truly yours,
a ��
James D. Simons, PG, PE
JDS1jw
cc: Ms. Janet Boyer, PE

RE: blasting conditions
•
Subject: RE: blasting conditions
From: "Glover, Alex" <aglover cr zemex.com>
Date: Thu, 3 May 2007 17.10.52 -0400
To: "Judy Wehner" <[e-mail]>
Thank You -I will get you a remedy report ASAP - Best Regards;Alex
------Original Message-----
From; Judy Wehner [mailto:Judy.Wehner@ncniail .net]
Sent: Thursday, May 03, 2007 3: 19 PM
To: Glover, Alex; Kenneth B Taylor
Subject: blasting conditions
1 01,1 5/4/2007 8:40 AM

® Page 2
8. Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity, air
overpressure, and vibration frequency levels shall be kept for each blast (except as
provided under Sections B. and D. of this permit). The following blasting conditions shall
be observed by the mine operator to prevent hazard to persons and adjacent property
from surface blasting:
A. Ground Vibration With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground motion shall not exceed Figure 1 (below) at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church, school, or public, commercial or institutional building.
10.0 10.0
u
0
J.
U
O
j 2.0 2 "ntsrc 2.0
1.5 —
;� 1.5
`m 1.0 0
tl. 0:9 0.9
q 0.75 imq;r
m 71
0.6 — 0.2
3 0.5 � 0,6
G 0.5
OAF 0.4
0.2
K 1i
N I
0.1
i 3 :0 :0 i0 100
Slant Vibration Frequency. Hz
Fi1'Ure 1 Aftemarive biasdn; level r_ritene
(Source mc!lLle'ifrom r,urea- ;. Bureau ofivii::esP;$5v"t;

• Page 3
B. Ground Vibration Without Monitorino:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
W = (DID,)' D, = D
Wirz
V = 160(D,)"''6
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
D, = Scaled distance factor.
V = Peak Particle Velocity (inches per second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
.C. Air blast With Monitoring:
Air blast overpressure resulting from surface blasting shall not exceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the operator outside of the permitted
area such as a dwelling house, church, school, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz In dBL
0.1 Hz or lower-flat response 134 peak
2.0 Hz or lower-flat response 133 peak
6.0 Hz or tower-flat response 129 peak
D. Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
U = 82 (DNV")'i.'

Page 4
To convert U (psi) to P (dBQ:
P = 20 x log (U/2.9x10-9)
Confined Air blast/Overpressure (dBL)
for quarry situation:
A = P - 35
U = Unconfined air overpressure (pounds per square inch).
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blast/overpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping:
The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of intervals; depth and size of holes;
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to
closest offsite regularly occupied structure; and weather conditions at the time of
the blast. Records shall be maintained at the permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting:
If ground vibration or Air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or high air blast reading if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. Fyyrock Prevention:
The operator shall take all reasonable precautions to ensure that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of the Mining Permit.

Page 5
H. Fyyrock Reporting:
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.
I. Studies:
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requested.

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North Carolina Department of Environment and Natural Resources,
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT
(PERMITTED MINE)
1. MINE NAME �' t1 A 1 _e AA-r►.I, M)&i9_ 2. MINING PERMIT 4
3. OPERATOR (7-D2 P • 4. COUNTY AA races.
5. ADDRESS �"'c� o�C 94 5P2L1C.I= Pit-JfC ►.[.0 . zR�7"Z
6. PERMIT EXPIRATION DATE R h_q l C ,7 7. RIVER BASIN
8. Person(s) contacted at site Tr",n.-, i 2.ec:_AAAJ
9. Was mine operating at time ,of inspection? 0 Yes ❑ No 10. Pictures? ❑ Yes ,©"No
11. Date last inspected: � / 2 h/ b G 12. Any mining since last inspection? X Yes ❑ No
13. Is the mine in compliance with the Operating Conditions of the Permit? ja,Yes ❑ No
If no, explain:
RRCRIAmn
FFR 01....:.o.L�.7.
ND QUALITY SECTION
14. Is the mine in compliance with the Reclamation Conditions of the Permit? ❑ Yes ❑ No
If no, explain: 00 es t_LA E•t ATt,)�� A, -"i4fS -n M'9;"
15. Did any of the above deficiencies result in offsite damage? ❑ Yes O No If yes, describe the
type and severity of the damage:
16. Corrective measures needed and/or taken: i""r> -P�r a r a�K fay'..r r r>I ► hI vim: t,.t ;Tt 1z
��:V�r,t �-l� �/'• ..117 ,#�I L� 11.1�v,r-r-' �i. 'I� ! _6 r.!�� �CJ 1l �] -'-
17. Other recommendations and comments: t me V Wt-,na `Ir;,,n-rf,
L.1>f.AeTIT,L l C i-n2 '1r1 1 .1r.C. N1 ,,pt55,ac �1 t16'1/ 1w/e.rT Ti-1 F', L!Q9- PiT-AOCA �—
tti1 —rA �1G�y1 Arl�, -r-i-ti i 4C
4- t6C,t�6!A( L nY nr 1rYZV_.i; 1�xATrr��t.0
18. Is the Annual Reclamation Report +/-map accurate? ❑ Yes ❑ No (Explain) 2ONot Reviewed
19. Follow-up inspection needed? 0 Yes ,la'No Proposed date
20. No. of additional pages of Inspection Report 21. Copy of Report sent to operator 1 1 3t/ 6-1
/ (date)
V 1 INSPECTED BY: 1 c :�D,E DATE / I /$7/ 47
Telephone No: �/_
White copy to file Yellow copy to operator Pink copy to Mining Specialist 10197

NC®ENW
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
.lames D. Simons,PG, PE Michael R Easley, Governor
Director and State Geclegist William G. Ross Jr_,Secretary
December 16, 2005
Certified Mail
Return Receipt Requested
7003 0500 0002 0451 4175
Ms. Belinda Brock
Zemex Industrial Minerals
The Feldspar Corporation
1040 Crowne Point Parkway, Suite 270
Atlanta, Georgia 30338
RE: Permit Nos. 61-01, 61-02 and 61-16
Chalk Mountain, Wiseman-Sullins and Altapass Mines
Mitchell County
French Broad River Basin
Dear Ms. Brock:
We have received the $500,000.00 irrevocable Standby Letter of Credit No. F847594
Issued by SunTrust Bank for the above referenced mining operations. As this new irrevocable
standby letter of credit sufficiently covers the mining operations, the enclosed Surety Bond No.
25S25027973 for $500,000.00 with Aetna Casualty and Surety Company is hereby released
by the Department of Environment and Natural Resources.
If you should have any questions on the above, please contact Ms. Judy Wehner,
Assistant State Mining Specialist, at [phone].
Sincerely,
//; �4141z�
Floyd R. Williams, PG, CPG, CPESC
State Mining Specialist
Land Quality Section
FRWIjw
Enclosure: Surety Bond No. 25S25027973
cc: Ms. Janet Boyer
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-45741 FAX. [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
An Equal Opportunity l Affirmative Action Employer—50%Recycled 110%Post Consumer Paper

j North Carolina Department of Environment and Natural Reso rcesRECEIVED
' Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT FF
/� (PERMITTED MINE) twop irvsecrion
1. MINE NAME(..fl?.l.k f�rl1 1.� . 1�.11,1� 2. MINING PERMIT k
3. OPERATOR �E1.�59'gQ, !'�o�P. 4. COUNTY MtTG11V'LL,
5. ADDRESS •D • C�t�+C Wklj GE V1Ak &I C 2.k"I A �l
6. PERMIT EXPIRATION DATE 7` RIVER BASIN )3 .
8. Person(s) contacted at site Te>kk 1=FMR N.
9. Was mine operating at time of inspection?,Z Yes O No 10. Pictures? ❑ Yes XNo
11. Date last inspected: 28/:JS 12. Any mining since last inspection? ❑ Yes ❑ No
13. Is the mine in compliance with the Operating Conditions of the Permit? Yes ❑ No
If no, explain:
14. Is the mine in compliance with the Reclamation Conditions of the Permit? ❑ Yes ❑ No
If no, explain: Idh 2ECLAAAATt 04! A-r 'Y1115 Tt Mf
M Did any of the above deficiencies result in offsite damage? ❑ Yes ❑ No If yes, describe the
type and severity of the damage:
16. Corrective measures needed and/or taken: St( ZOCX ' AM. wr T4l
frPSrT AA ozo PFD -Till` C0-,RALJC-V —
17. Other recommendations and comments: r5FN k*alp <¢?,0S10a /'n.tTi2nt_ MEA5UP,�5
AP-.6 %APttall iw(FtL -
18. Is the Annual Reclamation Report +/-map accurate? e Yes ❑ No (Explain) 0 Not Reviewed
19. Follow-up inspection needed? O Yes 0 No Proposed date ,., / //
20. No. of additional pages of Inspection Report_ 21. Copy of Report sent to operator Y /'l9
INSPECTED BY: VJ(� 0 DATE / t/U(�
Telephone No: (RLO) 7(c W;C)
White copy to file Yellow copy to operator Pink copy to Mining Specialist 10/97

Re: Questions re: Chalk Mountain mine, Mitchell County, NC
Subject: Re: Questions re: Chalk Mountain aline, Mitchell County, NC
From: Judy Wehner <Judy.Wehner a ncmail.net>
Date: Tue, 16 May 2006 13:16:22 -0400
To: William Poteat <wopoteat cr att.net>
CC: Judy Wehner <Judy.Weliner a ncmail.net>
Mr. Poteat:
1. No changes have been made since the renewal dated 8-29-97. It expires next year so I imagine a
renewal will be submitted.
2. Once a company reaches $500,000.00 in reclamation bonds the company does not have to increase the
amount. Therefore, even though more property was acquired, the bond amount is still $500,00.00. It is
still a surety bond.
3. The site was last inspectedApril 28, 2005. If you send me a fax number, I will fax it to you.
William Poteat wrote:
Dear Ms. Wehner:
Thank you for taking my call today. As I said, my family and I own mining property, principally feldspar, in
Mitchell County called "Chalk Mountain". The operator that leases the property is The Feldspar Corporation
(TFC).
May I please ask you for the following information (I'll be glad to defray any administrative costs):
1. A copy of permit changes since my last update from the state of 08-29-1997. The permit number at that time
was 61-01.
2. Information on any bond in favor of the state maintained by TFC. In 2000, 1 was told that there was a
"Blanket Surety Bond" of$500,000 on all properties mined by TFC in the state. Since that time, I believe, the
number of properties mined by TFC has increased.
3. The latest mine inspection report.
am especially interested to learn if the inspection report addresses ongoing land reclamation in accordance
with the plan from the permit?
Thank you for your help in this matter,
William Poteat
Manager, Poteat Property, LLC
3717 Morrison Street, NW
Washington, DC 20015
202-686-5670
wopoteat(a7att.net
ION 5/16/2006 1:16 I'M

TRANSMISSION VERIFICATION REPORT
TIME : 05/16/2006 12:38
NAME : NC DENR DLR
FAX : [phone]
TEL : [phone]
SER. 0 : xxxrxrrzxsr=
DATE,TIME 05/16 12: 37
FAX NO./NAME 912026865640
DURATION 00:00:59
PAGES? 02
RESULT OK
MODE STANDARD
ECM

North Carolina Department of Environment and Natural Resources
Division of Land Resources - Land Quality Section Mining Program
1612 Mail Service Center, Raleigh, North Carolina 27699
[phone] Fax: [phone]
FAX COVER SHEET /-
FAX NUMBER TRANSMITTED
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ISMAINNE NAME C f1Al?iG�°-�hlYlJ Ail_ i ►:� + �11ZIING
OPERATOR T� Mt.D5PA2. '' 2P 4COUNTY `fMITGNEG.L'ti:ax 1' '"r
4 u 5-'ADDRESS O-''(3[�Ks '£n�SP2UGE�' .P/wf�ExiNcC t '�r8'l'I '"1"NN' �a ZY,R tiii-N4.7„ r�`"� :•
ar ;`*>6?fPF.RMIT A7CPIRATION.DATES• 7O7i 2g.ffFRIYER%ASIN �I-.R °c'R n"
8. Petstin(s) contacted at"site 10 k✓, III FKizeMQ - .„.fir „
°11 I)ateOI.'as®t Ynp 'ted: at�to/l7"Qhon? R1 sY s'sON°E."xn t�510 �rctures7sEF.tY4s KN.° ,,�,�
sp 12 Any•mtning since last inspection ,ef Yes ❑ No , .a ,
13. 1 ine to compliance with the Operating Condtttons of th} Permrt? .'.❑ Yes + .2%No r
If no, explain: ('o.iD�i-I[J+.1 a 'SEDtMEetf- 2AAl1 F.Ptgror_7 Co1.Ct'ROL� '� ,s
176tIrCG< 'i4ZE AIbT 8ErY.l6' AAA i.tTA:iU 'I !
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14. Is the mine in compliance with.the Reclamation Conditions of the Permit? ❑ Yes ❑ No
If no;'explain: !�.
IS. Did any of the above deficiencies result in offsite damage?. ❑;Yes fd No If yes; descnb6 thej.
q.
type and severity of the damage: 1✓0 /IKMM: DRSF.RUL L�
TI
16. Corrective measures needed and/or taken: 'I" - r Cr "I PPSal r) 04>A .D
Dff-7CRgF_S A25 9CNgeDLALIb --re) t3� vai E= CA-IAwl61) AA.11N i
` .Q£k/oQKU) — A TencK: Mtid ' UaS -BEF.! MnftiuzI bit SrTE-
IT.Other recommendations and comments: "T)fE 1 A ?otJF CoeZG7"t tI AC'no119
guy t F f .✓r^9`v.4♦ _ a - jv
18 Is the Annual Reclamation Report +/ map�accurate� ❑ Yes El No (Explain) ❑ Not Reviewed
ry
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19 Follow-up�inspection iieededv O-"Yes ❑ No . 'Proposed date
20 No of additional pa es of Inspection Report 21 Copy of Report sent to operator - / /
z i,.`: — _ (date) r
INSPECTED BY - DATE t" l2 Sl e)S.. ` "
.Telephone 2-760 4SOV
White copy to file, Yellow,copy'to operator= r, Pink copy to Mining Specialist - 10/97

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North Carolina Department of Environment and Natural Resources,
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT
(PERMITTED MINE)
1. MINE NAME CUALlf. N.TIJ. AAI TJS 2. MINING PERMIT # ( —()
3. OPERATOR F• LOSPAC C,6ZP- 4. COUNTY MITC96L.L.
S. ADDRESS l •0, 13oX 99 SPeLX-E PIn/E N/ c 28'1n "
6. PERMIT EXPIRATION DATE S /24 /0`1 7. RIVER BASIN _;7 � .
8. Person(s) contacted at site Tom FegcmAd
9. Was mine operating at time of inspection? Z Yes ❑ No a 10. Pictures? ❑ Yes Zr No
11. Date last inspected: Co//7 / 6(/- 12. Any mining since last inspection? p' Yes ❑ No
13. Is the mine in compliance with the Operating Conditions of the Permit? ❑ Yes PT No
If no, explain: _6UZ5 7i4)s.! 4t•'a SED,eAEUT @AA/rl ><R[Kroti/ Cot.1'e'Ror_.
Ncul Cyk< AzE A/6T Rgte it AA4fxMAiU1Zi\ Lam!
14. Is the mine in compliance with the Reclamation Conditions of the Permit? ❑ Yes ❑ No
If no, explain:
15. Did any of the above deficiencies result in offsite damage? ❑ Yes 2 No If yes, describe the
type and severity of the damage: lJo OCwPcCtT6 0$SP2 l5 D '�
16. Corrective measures needed and/or taken: "Mr S(L7' TRAPS A sV j) lZo A D
(biTC11ES Aef SCAAeoyt 19 Ti> 94l;' 41( 4r,!Lcll AkIll
P6bJneK.Ell — A T2nc AL 11nE UAS SCFk/ MARILI7M1\ zf>1 SIT£ -
17. Other recommendation and comments: TgE AROUE_ CoZeEi'XiyC AC'noilg
18. Is the Annual Reclamation Report +/-map accurate? ❑ Yes ❑ No (Explain) ❑ Not Reviewed
19. Follow-up inspection needed? ❑ Yes ❑ No Proposed date
20. No. of additional pages of Inspection Report_ 21. Copy of Report sent to operator
/// / (date)
INSPECTED BY: Ih DATE it /2SlO.T
Telephone No: (9Z9) 2 (o t{SDo
White copy to file Yellow copy to operator Pink copy to Mining Specialist 10197

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North Carolina Department of Environment and Natural Resources, '
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT
(PERMITTED MINE)
1. MINE NAME aALr. Wd. AWi= 2. MINING PERMIT # &1-6
3. OPERATOR rK- 4sSPAR CO2P. 4. COUNTY M rmuf-Lt
5. ADDRESS P0.9a 'R3 SPRutf /AtE !G ?7
6. PERMIT EXPIRATION DATE 9/ 07 7. RIVER BASIN
8. Person(s) contacted at site 'rod ' ;reEC�MAn1
9. Was mine operating at time of inspection? .2T Yes ❑ No rc 10. Pictures? ❑ Yes 4 No
11. Date last inspected: 10 / 3 /Di 12. Any mining since last inspection? Z Yes ❑ No
13. Is the mine in compliance with the Operating Conditions of the Permit? �[i]' Yes ❑ No
If no, explain:
14. Is the mine in compliance with the Reclamation Conditions of the Permit? ,� Yes ❑ No
If no, explain:
15. Did any of the above deficiencies result in offsite damage? ❑ Yes ❑ No If yes, describe the
type and severity of the damage:
16. Corrective measures needed and/or taken: SECitMF_W7 4-92OSiod Cori z)L._
MEa5u�2F_S 11at/F_ C�,E£n! Mt4talTAitlfl� WO PteOB(SMS DBSF_RV6D —
17. Other recommendations and comments.,I eQV62.t3yRPiEd IS 89W4 OrMUu¢D rRo4k
7RE Nozrr !ilSLe • oG .TuUg fi —
F liJii -' 1, � 'tur lii 111
18. Is the Apnual Reclamation Report+/-niap accurate? Yes ❑ No (Explain) ❑ Not Reviewed
19. Follow-up inspection needed? ❑ Yes XNo .Proposed date
20. No. of additional pages of Inspection Report_. 21. Copy of Report sent to operator
I ♦ - IJh (date)
INSPECTED BY: t0t�' 7AC� DATE 6 / !7/D�
Telephone No: (RZP )2Z% y'SDO
White copy to file Yellow copy to operator Pink copy to Mining Specialist 10197

Kn

NCDENR
North Carolina Department pq;'cnvifonment and Natural Resources
Division of Land Resources
James D. Simons, P.G.,P.E. Land Quality Section Michael F. Easley,Governor
Director and State Geologist William G. Ross Jr., Secretary
March 21, 2003
Mr. Alex Glover
Feldspar Corporation
P.Q. Box 99
Spruce Pine, North Carolina 28777
RE: Chalk Mountain Mine
Mining Permit No. 61-01
Mitchell County
French Broad River Basin
Dear Mr. Glover:
We have reviewed the report generated by Instantel regarding its assessment of the
seismograph used in the high airblast incident of March 11, 2003.
The report stated that the seismograph malfunctioned because of water contamination
to the connector cables for both the unit and sensor cables. This contamination would likely
cause the unit and sensors to display false readings. Replacement of the geophone and
microphone cables will be required in order for the machine to function properly.
This report supports your company's prior assessment that the high airblast of March
11, 2003 was a result of a malfunction of the seismograph unit. It also brings to light the need
for your company to periodically assess and calibrate each_seismograph on a regular basis (at
least yearly) to ensure that the units are in proper working order and generating valid readings.
Thank you for your company's cooperation regarding this matter. If you have any.
questions, please contact this office at [phone].
Sincejely,
7
Tracy E. Mvis, P.E.
State Mining Specialist
Land Quality Section
TED/jw
cc: Mr. Richard Phillips, P.E. (w/copy of March 20, 2003 Instantel. report)
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574/FAX: [phone]
512 North Salisbury Street,Raleigh,North Carolina,27604
An Equal Opportunily 1 Affirmative Action Employer-50%Recycled t 10%Poet Consumer Paper

TPA I I 'PIPIC4TIOH REPORT
. TIME : 01/06/2004 16:a7
M : GARDrE� R
FAX : [phone]
T L : 9197333833
DAT,TIME4 OIZOG IG=aB
FAX .Z rE! 88287e62110
RATIr ee 00: 49
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North Carolina Department of Environment and Natural Resources
Division of Land Resources - Land Quality Section Mining Program
1612 Mail Service Center, Raleigh, North Carolina 27699
[phone] Fax: [phone]
FAX COVER SHEET
FAX NUMBER TRANSMITTED TCL
To: Albye�
OF.
From: M1Uf)n-b/
RE: CIF
Date:
COMMENTS: Y7 )
'IP YOU DO NOT RECEIVE ALL PAGES, PLEASE TELEPHONE US IMMEDIATELY AT(919)733.4574.

O0 .. .
NCDENR-
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E. Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
December 18, 2003
Mr. Alex Glover, PG
Feldspar Corporation
PO Box 99
Spruce Pine, North Carolina 28777
RE: High Airblast Incident of 134 dBL
Chalk Mountain Mine
Mining Permit No. 61-01
Mitchell County
Dear Mr. Glover:
This letter is in response to your investigation report dated December 11 , 2003. The
investigation report contained information regarding the high air blast recording associated with
the blast conducted at the quarry on December 9, 2003. An overpressure measurement of 134
dBL was measured by your company's seismograph at approximately 2600 feet from the blast.
This office has completed its review of your report. It appears that the excessive airblast
reading for this shot was related to venting of cracks and fractures within the rock.
I concur with the remediation measures outlined in the investigation report. Primarily, the
remediation measures are as follows:
1) All holes shall be laser profiled in fractured areas.
2) Load holes carefully in fractured areas. Decking or discontinuing the loading of
holes in question.
3) Avoid blasting during cloudy weather.
In order to reduce excessive airblast readings in the future, the above remedial measures
proposed by your company should be considered part of the blasting procedures used at this
facility. If future airblast readings continue to exceed the maximum levels specified in your mining
permit for this site, modifications to the blasting conditions currently outlined in Mining Permit No.
.61-01 maybe made by the Department.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
An Equal opportunity 1 Affirmative Action Employer-50%Recycled 110%Post Consumer Paper

Mr. Glover
Page Two
I appreciate your company's prompt investigation and reporting of this matter to the
Department. If you should have any further questions on the above, please contact Ms. Judy
Wehner, Assistant State Mining Specialist, at [phone].
Very truly yours,
?ames D. Simons, PG, PE
JDSIjw
cc: Mr. Richard Moore
File

LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
("=denotes fields where input data is needed)
Permit No.`: 61-01
Permittee*: zemex
Mine Name*: chalk mountain mine
Blast Report No,*: 28 Date of Blast*: 12/09/03 Time of Blast*: 16:52
Peak Particle Velocity Check:
D= Distance to closest offsite occupied structure (ft): D* = 2609.00
W= Maximum pounds of explosives per delay(pounds): W*= 982,70
SD= Scaled Distance: SD= D/W"0.5 SD= 83.23
V= Peak Particle Velocity(inches per second): V= 160(SD)"-1.6 V= 0.14
(`max. limit in mining permit is: V= 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V= Particle velocity measured by the seismograph (ips): V`= 0.09
DS= Distance from blast to seismograph (ft): DS*= 2609.00
d = Distance from blast to second location(ft): d*= 2609.00
PPV= Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV=V(DS/d)"1.5 PPV= 0.0900
Airblast(Overpressure) Check:
P= Unconfined Airblastlaverpressure(psi). P=82(D/W"0.33)"-12 P=0.099780
To convert(psi)to(dBL): (P/2.9 x 10^-9)log x 20 P= 150.73
AB =Confined Airblast/Overpressure (dBL): AB= P (dBL)-35 dBL (for quarry situation) AB= 115.73
(*max. limit in mining permit is: AB = dBL)
O
V"
U
a

Explosives Column Check:
(this is a very approximate method based upon numerous assumptions;
specific densities may vary greatly depending upon the type and manufacturer
of the explosive products used in the shot; must consider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions(per Ireco):
If"straight"emulsion is used, use SPD (specific density) = 1.20
If a"blend/slurry'is Used, use SPD(specific density)= 1.25
If"straight"anfo is used, use SPD(specific density)= 0.85
Ratio between explosives:
Total pounds of Explos. #1*=40780.00
Total pounds of Explos. #2*= 14100.00
Ratio between explosives = 2.89
Average pounds of explosives used per hole(pounds)*= 982.70
Breakdown of average pounds of explosives per hole due to ratio:
Explosive#1 = 642.92
Explosive#2 = 339.78
SPD= Specific densities for each explosive:
SPD for Explos. #1*= 0.82
SPD for Explos.#2*= 1.22
HD= Hale Diameter Used in Shot(inches): HD*= 6.50
LD = Loading Density(pounds per foot of column): LD = SPD(.34)(HD)^2
LD for Explos. #1 : 11.78
LD for Explos.#2 = 17.53
Explosive column height for each explosive (feet):
Explos_#1 = 54.58
Explos. #2 = 19.39
Total explos. column height= 73.97
Stemmingheight used in shot(feet)*= 10.00
g
Total height of explosive column(s)and stemming in the hole= 83.97
Total depth of hole denoted on the blasting report for the shot in question*= 88.00
Analysis Completed By: Date: < < 0 _

FELDSPAR Fax:[phone] Dec 17 03 15: 55 P. 01
,Ak. .nr ,�ff
P.O.Box Ba,Spruce Pine,PO 287"
e whudioryer mccepontlon (628)76&55Dp Pax(528)76 2110
FAX MEMO
Date: /i - 19-a 3
To: . Ta.dy O19 7T- FR2
Cc:
From: Alex Glover Plione: 828-765-8957
Fax: [phone]
Pages: b
Re:
Urgent —,<orReview —Please Comment Please Reply
Message:
<'spd'°' Ir*C1ar,
G""O

FELDSPAR Fex:182E I6fi1110
Doc V 2003 t5:55 P.02
7UERLERT U MONITOR LOG
SERIAL 3333
Mon lfor s tar t= IEN 5A:58 es 0e0. 2302
Man tar end: 10155S21 0B Dec. 2003
No trigger at 0.920 in/$ or 115 d8(L3
EUERLERT U
SERIAL A 3333 U 5.42
CLIENT FELDSPAR CORP.
LOCATION WE Road
OSER Dean Slyer
TRIG SOl1RCF sea or Ric
TRIG LEVEL 0.020 Ivs l35 dB(L)
RECORD TIME 5 s
NOTES:
TRIGGERED Vert. at 18:34:43
09 Dec. 2003
TRAM UERT LONG
PPV 6.096 0.CS5 0-090 Ines
FRED 18 17 IB Hz
_ TIME 258 281 185 me
ACCEL 0.05 0.05 0.05 g
PK DISP: 0.0009 0.0008 0.0008 In
PUS 0.120 Inn at 258 me
PK AIR OiP 13'1 dBCL3 at 2308 me
FRED 8 Hz
USSM RI8502 AND O3MRE ANALYSIS
ALL GROUND CHPNNELS(Ivs)
left
FREQUENCY CH23
* Trani = Vert = Long a
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FELDSPAR Fax:[phone] Dec 11 2003 15:55 P.11E
4
X
1
i Y
p 4wnF,.
8 0.050 ivsye iv 0.00363 pa vdiv
MANIC GEO CALIBRATION
c r
FT=]S OT=39 FU=?J OU-32 FL-26 01--36
FM=20 PM-531 KcBB
Dynamic geo cal: Passed Mlc test ok
Calibrated 21. July 2003 by UIBRP-TECH. �
EUERLERT U
SERIAL k 3323 a 5.92
CLIENT FELDSPAR CORP.
LOCATION Golf Read
USER Dean Silver
TRIG SOURCE geo or mic
TRIG LEVEL 0,020 Iva 115 d8(L1
RECORD TIME 3 9

FELDSPAR Fax:[phone] Dee iT 2003 75:56 P. 05
FT+25 OT=39 FU=29 DV=32 FL=JB DL=30
FM=20 PM-531 BL-58
Dynamic Sea Cal: P42sedMlc t"t bk
Calibrated 21, JuLY 2003 by VIBRR-TECH.
EVERLERT V
SERIAL n 3333 U 5.92
CLIENT FEIOSPPR CORP.
LOCATION Go IF Road
USER Dean SllveT
TRIG SOURCE gee or Mic
TRIG LEVEL 0.020 ivs ITS dB(L)
RECORD TIME 5 s
NOTES:
TRIGGERED vent, at 16:59:^3
05 Dec. 2003
TRRN VERT LONG
PPV 0.090 0.085 0.080 role
FREQ 18 17 18 Hz
TIME 258 281 995 ms
T PCCEL 0.05 0.05 0.05 a
PK OISP: 0.0009 0.0008 0.000E In
PVS 0. 120 Ivs at 258 ms
PK AIR UiP ISR dBIL) at 2388 me
FREG 8 Hz
USBM RIB507 AND 05MRE ANALYSIS
ALL GROUND CNPNNELS( ;niz)
� x
ox x°oo
FREQUENCY (H2) ies.
A Iran = + . VeTt = Long = o
f 3
6 '

FELDSPAA Fax [phone] Dec R 2000 15:56 PAD
+°� ,ei6rxmso ® I
d
'C
FREWENCY CH2)
d Tran = + 0 Vert = e Long
c r
p '
D
0
a
i
6
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FELDSPAR Fax:[phone] Oct 17 2003 15:56 P.07
•
9
Y
Y
w
t O.05B inxc idw O.0B363 oslid w
OTMAMIC GEO CALIBRATION
r
FT-75 OTw39 FU=?? Ow37 FLO76 OL=3B

FELDSPAR FBs:182676R2110 Dec 17 2003 15:56
t
y
0.050 Iveidly 0.00333 Pslitllo
DYNAMIC GE0 CALIBRATION
+ c
FT=75 GT=33 FU=77 GU=37 FL=76 OL=38
FM=20 Pn-331 81-=86
Dynamic geo cal: passod Olc lest ok
Calibrated 21 July 2003 by UIBRA-TECH.

r A®��/
P.O.Box 99,Spn a Pine. NC 28TR
-A nbsoiary o/ f.1 * Carpun.ign (628)76&5500 Fex(828)76G2110
FAX MEMO
Date: /a - / , O)-
To GU 2cn c
cc:
From: Phone; 828-765-5500
Fax: [phone]
Pages including
/1p
coversheet /
Re: 4 /41AAe A"��
Message:
4i9 733 - �� 7G
r DEC 1 5 2003

Ty£ /dam ar
P.D. Box 99,Spruce Pine,NC 28777
A subsidiary of =Corporation [phone] Fax[phone]
December 11, 2003
Mr. Floyd Williams
State Mining Specialist—NCDEHNR
Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699— 1612
Dear Mr. Williams:
On 12/9/03, we produced a production blast at our Chalk Mtn. Mine at 4:52 pm
(15:52). The shot produced a PPV of.09 in/sec yet our seismograph measurement at the
nearest occupied dwelling on Golf Road was 134 dBL at a frequency of 8 Hertz (see
attached seismograph print out and shot report).
The area of the blast was a highly jointed and foliated section along the 80' level
of our Chalk Mtn. Mine near the footwall mining section. During drilling, logs were
made of the drill holes noting cracks and fracture within the rock We and our blasting
contractor—Austin Powder Company believe that one of these cracks apparently blew
out even though the shot was laser profiled and loaded very carefully. Another
contributor was the low cloud cover most likely causing noise deflection back to the
ground.
Even though the area was carefully checked, we will continue to carefully check
for open (daylight) cracks and if encountered, will deck or discontinue loading of the hole
in question.
We hope you will agree with this solution or let us know any other
recommendation that you may have.
Sincerely,
THE FELDSPAR CORPORATION
DEC t 2003 It'
1
Alex Glover PG
cc: Dean Silver
Jim Taipale
Vince Sadowski

STIN POWDER COMPANY BLAST REPORT ry 9
L
4�w 6
A.Irexlue,Nc
450 Goklview Road Asheville,NC 20"
Blast No.: 28 : giant type: MetallNonmetal Mine- Production - Custanen FELDSPAR CORP ..
- (246422-001)
Date?im is 12/09/03 16:52 PiVPermk: CHALK PIT SHOT SERVICE Location: BACKSIDE OF THE PIT
ENVIRONMENT Weather. Cloudy I High Clouds Terrain:. Mountainous
Structure Might' GOLF DRIVE Compass Palm: W - Temperature: 45 OF
Structure Type: DWELLING Dirantonl9earing: 265 Wind From: NW
Method Used: Lat./Cora. - Distance: - 2,609 If Wind Velocity:.- 4-8 mph
Blast laULonif.: Me 53' S4.600"N -820 5'57.300'W Structure LAULciol 35a 'U 52 500 IN 82e 6' 29.000" W
LA 110117' -
No.uiHoles: 56 Hole Depth; 88.0 R Burden: 13.0 R Water Depth: 12.0 It
No.of Rows: 9 Subddiliniff: 3.0 R Spacing: 14.0 R Stem Length: 1D.0 R
Diameter: 6.500 In Face Height: 85.0 R Back Fill Depth: 0.0 R Stem Type: CRUSHED
STONE
Mats Used: No - Drilling Anglin 209 Material Boated: feldspar
WEIGHTS 50
Electric: No Max.Allow.Chg.M.per 8 ms wlo Seismograph: 2,722B lb Volume Produced: 32,085.9 yd'
Firhg Device: Shot Shell Igniter Max.No.of Holes Per 8 ms Interval: 0.50 Weight Produced: 70.589.0 t
Oster Method: Max.M o1 Explosive Per Hole: 9827 Ile Powder Factor 1: 1.283 NIb
Mfg and Model: IDEAL Max.W4 of Expl.Par B ms bderval: 401.41b Powder Factor 2: 1.715 Ib/ydx
Mifiefion Seftbgs: Actual Sealed Distance Factor: 117.69 Rack Density: 2.200 tryds
Series Resistance(ohmsl:
SEIS)IMPGRAPH Peak Only Seismograph Type:
Data: Trigger Laver: into dB Transverse: 0.090 Ims 18.0 Ha
Tim: Calibration Date: Vertical: 0.085 mile 17.0 H2
Distance From Blast: 2,658.0 R Calibration Signal: Longitudinal: 0.090 ims 18.0 H2
Direction From Blast: W Geopbone Min Frog: Ha Acoustic: 134 dB
Readout Mic.Min From: No Vector Sum: into
Location: GOLF DRIVE
LaULong.: 35e 53' 52.500"N 82a 6' 29.600"W
Name an Reader. DEAN SILVERS Reader's Fume:FELDSPAR CARP Analyst and Firm:
CREW
Blast Occurred Other Than Scheduled Time: No Misfire Occurred: No Protective Cover: LOADER BUCKET
__________________________________________--- -
__________________________________ _________________
last Name First Name Lkenx Number Certifrcation In Charge
SWANN ROBERT 245-33-0317 Yes
PLEMMONS REX No
GRIFFIN JAMES No
CONKLIN DAVID No
BROOM IRA No
_____________________________________________________________________________________________________
PRODUCMJVDSERVIC&S Total Weight of Explosives(include Pruners): 55,029 Ile
Product Description Quantity. WeigFd(Ib) Product Description QuemRy Weight(ib)
120'SHOCK-STAR DueHOelay 25147 54.0-as 0.0 Austinite 15 Fr Bulk-d 40,780.0 to 40,780.0
40'SHOCK'STAR DuaHDelay 25/500 56.0 ea 0.0 Green Cap Boosters 108.0 ea 3&0
40' SHOCK'STAR Ouick Relay 42 ms . 199 as 0.0 - HEET 30 Bulk-cF 14,100.0 Ile 14,100.0
5W SHOCMSTAR STD 2.0 as 0.0 Orange Cap Boosters - 113.0 ea 113.0
80'SHOCK•STAR DusHDelay 25/475 110D as 0.0 WPP 5 1/2 X 36"BAG W/OUr LINER 278.0 as DO
Blest Service-Certified Blaster 1.0 as -0.0
CommaersExplanntons: See wmments an saioate pope
uu in nwpe she In n-001797Wx 37 V40M 12109I0317:39 Page: 1 of 3

ST[N POWDER COMPANY BLAST REPORT
Asheville,INC
Y y\a .4150 Gold i R Asheville,NO 28804 ,p \
Blast No.:- 28 - . RlasltyM: Metal/Nonmetal Mine- Production Customer. FELDSPAR CORP
(246422-001)
DateRime: .1=910316:52 PWPelmd:. CHALK PIT SHOT SERVICE Location: BACK SIDE OF THE PIT -
C'omnrnta/Fvfoaafioes
'OM Log:Yea .. .
1 .
HEET 30 BWkc dem m(glom') 1)1.17 2)1.25 3) in
. General Comments:. . SHOT LOOKED OKAIR BLAST WAS 1340NE POINT OVER LEGAL LMIT,I THINK IT WAS CAUSED BY SEAMS IN
THE ROCKAND RIGHT BEFORE I SHOT IT STARTED CLOUDING UP,THAT COULD HAVE CONTRIBUTED TO THE
HIGH READING.
81x0 m737Q� 7 v4=,w IVW0317:39 Page: 2'a 3

Blast:28 Data:12/0M 16:52:00 Type:PRODUCTION Comparry:FELDSPAR CORP PWFormlr CHALK PfT SHOT SERVICE Location:SACK SIDE OF THE PIT Austin Location:ASHEVILLE,NC
® 0 B.S in
CRUSHEOSTONE
8 10'
18
. f a J 24 Green Cap 0oostem
800 50 75b 50 700 `-A 650 50 8#70 SO 550 SO 500
500ms
Austinito 15 Fr Bulk-d
' 32
42 \
G 40
892 50 042 50 7T1 50 742 50 92 50 642 5o 592
48 g0gpTAApn9�Q Cap Boostera
' STENf
56
42
AusBnite 15 Fr Bulk-cf
p Smstem
034 50 964 SQ 934 SO 034 all a34 50 ,84 50 734 \ 475ms
go % HEET 30 Bulkci
42 / Orange Cap Boosters
1 88 / 475ms
173 50 125 90 076 50 025 50 976 50 am 50 1376 LOADED HEET tN WET HOLES
TO WATER LEVEL THEN ANFO
42
4 4
316 50 268 50 215 188 5o i18 50 066 50 (318
42
4
480 50 4113 m 380 50 310 250 50 210 50 160
i7
4 ,
552 50 502 50 4W SO 402 5o 352
42
1 1
844 50 594 50 544 so 484 50 444
42
M1
686 50 636 50 6% 50 53B
NE
N E
NV1f SE
NPS W 5W S
NPS-Nearost Pratocted SVucMro. Pago 3 of 3

DRILL
F
• Austin Powder Company r�^,
Asheville N C
Southeast Division
Atlantic Region '
SHOT LAYO^UIT, '. I DRILL REPORT
Operation l�L 1.J a Daft. Begin E ,
Shot No. g
,. Date Laic Dut Time Benin __- End_
NO. Of Holes'._Sef .� ... 'Drill: Type:. No.
_ Hoie Diameter
. B "den 13. Speoing lye r Holes DriPed V nical��,4
fvtea fired face Height 9r S'l '-
I Subdrill �3 ' Angle '
Type Of Shot (a Degrees l
Slgnalurc of Person ,- _$v,+nr.-�r� ;',Signature of Driller(s)
Designated tq%Layout the-Shot
HtJ^ I -Depth_ Hole - Depth'
No - Comments on Hole I� Dulled No. : Comments on Hale Dulled
��2 3 aFt `t W,4L a-in IL: 26 p ►S
o C -per_ , p S 27
i F 7"/1 vyl IJ=Q' so F - I N 1 �� - - r._T." •�
I '-. a 9 O A; fj . 30
PPP
35
10
I-
, 6
13
16
t / Si -,QLkc ;. 3D 3H' C_r_t� 42.
1. ^fa • tl
19 —,44
L0 - 45 .
— . }
22
47 -
t23 �6 rA� . G s�t t �i2t� .� 48
L24 Cl 131i�' rsi�l 5 vl �-i I�—� —
�1" b Su 5.; 1r.4 SI 57

C
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la d4 S :d res
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cr4 s a41�3 0' 30
C dlaCvS h C -I julij 3 1 G o of
l 0. - hook 3d sG��d
37 0466*. rf 1%) R3 C, 04
tl it II ID .'.
fD lboo 1 Go A
1 D.1544 ,"SsJol:a 39 G06J
la ' 40 1
�ny �hltK a 17 'tfo d2c" ek + 301: TI
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• i
•
. . FUERLERT U MONITOR LOG
SERIAL 3333
Monitor start: 18:54: 58 09 Dec. 2003
Monitor end : 18:55:21 09 Dec. 2003
No trigger at 0.020 In/s or 115 dBCL)
EVERLERT U
SERIAL # 3333 V 5. 42
CLIENT FELDSPAR CORP.
LOCATION Golf Road _
USER Dean Sliver
TRIG SOURCE CEO or mic
TRIG LEVEL 0.020 in/s 115 68(L)
RECORD TIME 5 s
NOTES:
TRIGGERED vert. at 16:5A: 93
09 Dec . 2003
TRAN UERT LONG
PPU 0. 090 0. 085 0. 090 in/s
FREQ 18 17 18 Hz
TIME 258 281 995 ms
ACCEL 0.05 0.05 0. 05 g
PK DISP: 0. 0008 0. 0008 0. 0008 in
PUS 0. 120 In/s at 258 ms
PK AIR O/P 139 dBCL) at 2388 ms
FREQ 8 H2
USSM RI8502 AND DSMRE ANALYSIS
ALL GROUND CHANNELSCin/s)
] TTTI 1
].1
I.e
i
].1
Ya X
� O
O O
!.N
1 0 b
FREQUENCY CHz)
* Tron = * 1 Vert = x 1 Long = o
—I C r 73

r��� ow
A M
P.O.B"Se,Spnrse Pine, NC 28r17 .
w mbsidyey at (828)766500 FA(828)70-2110
FAX MEMO
Date:
cc: Q �Q
From: Phone: [phone]
Fax: [phone]
Pages including
�/ p cover sheet
Re:
Message:
qi9 733 - 761
10 'd BS 'B COOZ Zl 3a0 Ol1Z9918ZSl :xef dvdS0lh

® •
r �/ fffl
®.
�rr� P.O Box", Spwco Pine, NO 20m
A wml ryot fii�L��farpare ian (828)76"WO Fax(M)766.2110
December 11, 2003
W. Floyd Williams
State M rsing Specialist—NCDEHNR
Land Quality Section
1612 Mail Service Center
Raleigh,NC 27699 — 1612
Dear Mr. Williams:
On 1219103,we produced a production blast at our Chalk Mtn. Mine at 4:52 pm
(15:52). The shot produced a PPV of.09 in/sec yet our seismograph measurement at the
nearest occupied dwelling on Golf Road was 134 dAL at a frequency of S Hertz(see
attached seismograph print out and shot report).
The area of the blast was a highly jointed and foliated section along the 0 level
of our Chalk Mtn. Mine near the footwall mining section. During drilling, logs were
made of the drill holes noting cracks and fracture within the rock. We and our blasting
contractor— Austin Powder Company believe that one of these cracks apparently blew
out even though the shot was laser profiled and loaded very carefully. Another
contributor was the low cloud cover most likely causing noise deflection back to the
ground.
Even though the area was carefully checked, we will continue to carefully check
for open (daylight) cracks and if encountered, will deck or discontinue loading of the hole
in question.
We hope you will agree with this solution or let us know any other
recommendation that you may have.
Sincerely,
THE
FELDSPAR CORPORATION
Alex Gloves, PG
cc: Dean Silver
Jim Taipale
Vince Sadowski
N 'd 99:8 690Z Z1 380 0l1Z9918Z91 :sed 9MdSV3d

wrlIq POVMER COMPANY BLAST"fBY
'Asheville,NC <w
ede 00kiview Reed AshovIl ,NC 2811"
Blam No! 28 -- .: BlaMtypim MelatiNonmelal Mine- Production - - Custemer..:FELDSPAR CORP - -
- (246422-Wl)
DeMITMe: 121091031&52 PitfRounk: CHALK PIT SHOT SERVICE Location! BACKSIDE OF THE PIT
E'NMONMENT Weather. Cloudy/ High Claude Terrain::Mountainous
Structure Marne. GOLF DRIVE Compass Point: W - Tempamturs: 45 OF
Structure Type: DWELLING 01rec6eNBsaring: "2w. Wind From: NW
'Method Usdd: LmAong ondancd: 21609 fl "Wstdvolecity: . 4-8 mph
mph
Blest LafAAra+.: 35a'5TS4wirN fir 5' 57.300W Stipcknn tat/Lan9. 35° '53' 62500", N - ,82e S 29.000' W.
LAFOVT
Ne-el Nails: 58 Hole Depth: 88.0 R Burden: 130 R Water Depth: 12.0 R
No.of Rows: 9 Subdnlling: 3.0 R Spacing: 14.0 111 Stara Longtb: 10.0 R
DWreter. 6.500 in Face Heighl: 85,0 R Back Fill Depth: 0.0 R Shan Type: CRUSHED
STONE
Mats Used: No Drilling Angle: 20' Material Blasted: Feldspar
M67M SD
Etscldc: No MMMl .C1g.WtperemawmeasmopMph: 2,722A Ile Volume Produced: 32,085.9 ytr
Finns gevice: Shot Shell Igniter Mu.No.of(lobs Per 8 ins bderval: 0.50 Weight Produced: 70,589.0 t
lwnurlibenad: Mai WLd Fxpbakm Per Hole 982.7 lb Powdw Factor t: 1.283 Wb
Wo and Model: IDEA1- Mas.Wk.of Espl:Per 8 ms bibrval: 491.4 Ile Powder FaNnrb 1,716 Iblyda
klilbtlarr godings: Anibal Sealed Diatance FecRK: 117S9 - Rock Ddrdity: 2.200 VW
Sells itesbtanea(chms):
SEISMOGRAPH Peak Only SHMaogmph Type:
Oats: Trigger Level: finis dB - Transverse; 0.090 Inls 18.0 Hz
Time: Calibration Dab: Vertical: 0.085 In/s 17.0 Hz
Disbnce cram Blasi 2:65&0 R Carbradon Signal: - Lormitudwe 0.090-ints 18.0 Hz
Oboction From ebst: W owphans Min Frey: NZ Aoousde: 134 dB
Readout Mic.Mtn Freq: Hz Vector Some iris
Location: GOLF DRIVE I -
LmAon p: 35e 53' 52.50VN 826 e' 29.6W W
hewn of Reader. DF NSILVERS rteadsls Firm:FELDSPAR CORP Arolwand on
CREW
Blast Occurred Other Than Scheduled Time: No Muslim Occurred: No Protective Cover LOADER BUCKET
Usti erve rest Name Licerres Number Certllkadon In Charge
SWANN ROBERT 245-33-0317 Yes
PLEMMONS REX No
GRIFFIN JAMES No
CONKLIN DAVID No
BROOM IRA No
PRODUC7SANOSEWTICES Total Weight of Explosives(Include Primers): 55,(129 lb
Product Doaenptidn Drrartity. Weight Pb) Product Description Oruntlty Waigfd(IM
120' SHOCK-STAR Dual-Delay 25147 54.0-W D_D Austinite 15 Fr%lk-d W,780.0 111 40,780.0
'40'SHOCK`STAR Dual-Delay 251500 56.0 ea 0.0 Green Cap Sooslem 10A 0 as 36.0
4C SHOCK•STAR Quick Relay 42 ins 190 na D.0 '.HEET 30 Sulk-dl 14,100.0 Ile 14.100.0
SW SHOCK•STAR STO 20 as 0.0 Orange Cap Boorters 113.0 as t130
80'GHOCK`STAR Dumd-Delay 261475 110.0 on 0.0 WPP 51/2 X 3&' BAG IN/OUT LINER 2M.0 ea 0.0
Blast Serv(cc Cerilfied Blaster 1.0 as 00
Coasnmm/ErPlmnadoar. Sre mmmnrmmeapuse oapr
as a ea.o:wonmm-asr +atom 12109ID317:39 Peas 1 d 3
EO 'd ss :8 cool ZI 080 DIIZ99L8Z81 keg 8ydS013d

Q'� MPOWDER00MPekNY"TRV
�1 bheWtle.NC <w
.460 GMWw Red AsMVtllo•NC 26004
BIes1 Na:' 2S .Slawl t3gs: . oWUNomnetal Mine-Pl6duo0on CRstemer. 'FELDSPAR CARP
(246422-001) .
DateMm: .1=910316:52 PNPerei-. CHALK PIT SHOT SERVICE. LaAatim BACK SIOE OF THE PIT
Ceewsplt/£¢lcne(ienj - ' .
. .'.Dr Loa:Yec . . . .
. ` HEET 30 8 kddelnFks(yarrM) ti t117 2)t 25 3)1.22
- . 0000m1,COmmentS:-. .. .SHOT LOOKED OK,AIR BLAST WAS q4 ONE POIM O`/ER LEGAL UMrf,I THINK IT WAS CAUSED BYSEAMSN
.. THE ROCKAND RIGHT BEFORE!SHOT Y,rGTARTM CLOUDING UP.THATCOULD HAVE 0ONTR16l1TED TOTHE
HIGH READING. .. .. _
. . . esemm�mmo+ .em.m 126IM317 6 9 3
00 'd 69:8 S00Z ZL 360 OL1Z9918Z8L :Ke3 MS013d

04%s F8 L1ik:12A3QW te:5700 TYDd:Ptt OLICT N C ffVmny'FELO8PAR00RP"PWm[CHALK Prr sM0'r GEFhiCE 1-seylfoN_H4O1C 610E OF THE Pf2'AmdnUCAUwA3KEVLLA.W
CFWSKFD STDNE
a is
' PG $sn
4q 7 \ 9—cap Boedaa
5^b 50 00 50 G9� � 56 � SAD
Z4
Atn4nib IS Fr gu&d
40
4$
M2 C 5D so 747 2 S 54Y
1B Cop 9906ri.s
42 \
\ Au s5R 6s 15 Fr BA-d
GMen C40 900sie d
)1 SIl 4 50 a34 so 96 M SD 4 \ 415ms
72
jHEET 30 OWac-d
42. f C4Q 9oosW m
1 1 - L 47'ame
178 0 12a 0r8 020 Te 50 a 50 8 OADEb HEFT IN WET HOLES
TO WATER LEVEL THEN AWO
a
I E6 an a 1w -:18 5D w Q49
4
r
460 w 410 SD 3M 5a 310 5o 55 210 so 60
42
4
597 5o 5m 452 50 4= So W3
42
44 SQ4 3R m 499 S© 444
42
ss9 50 sae sn see
NF
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S�
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SO 'd 6S:8 EOOZ ZL 300 8L [Z99L8Z81:x83 8VdSQ133

`f,FR,h,�� ' DRILL LOG .
Aulnn p wtlu Company
Asheville N C y77731'� .
Sauthecn OMvon
AtloMic Rylon
A .. SHOT LAYOUT. ,,„ - DRILL REPORT '
Operation 0132� 1
pato. - Begin-.I Cnd
Shot No.,
Date laid'Out 11� i-. o-- me': :B .. End!
v . . NOi Of Hoses ' 'r-_` _— . ._ - '.Ddll - TYpe�
.Hole Diameter '
9�'den t'l, Sparing lye i Holes'DriI!eo Vgrtic2l�:N
MeasLriQ'ratgHeight . et ti L t I
WWIIa F. % ADgld A
:FIWeOlShut cOD . ..Degrees'
Signature of`Person _ �-'?^""� `Signature oo onllerIS)
Dasignated W Layout the Shot'
,Depth. F'LOle ? Der it
No: Comments on Hole .yLj Driled' No Comments on Hole Drilled
26- 47
F a
--;oft
32
IC
SCE+ 1 QmaC yU 34
T,.
7.1
13 s�
14
-15..1' ' :O-'Ig " G' -
- '.i6 .
17 to i c 0 34 C- =S. 42
19 da Q- 33'd.' Gs' II9" .;rr '80 � seal•
20 45
21. eh p I j 47
I
23 D :,.' tk ✓erg I` ~ . , 8 - , "x'
1_
+ Y .•.
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. . „ GUERLERT U MONITOR LOG
SERIAL 3333
Monitor start: 10:54:58 09 Dec. 2003
Man ; for end : 1(1:55: 21 09 Dec . 2093
No trigger at 0.020 Inis or 115 dB(L)
EUERLERT U
SERIAL # 3333 U 5.42
CLIENT FELDSPAR CORP.
LOCATION Gotf Road
USER - Nan Si (ver
TRIG SOURCE oeo or mic
TRIG LEUEL 0.020 Inis 115 dB(L)
RECORD TIME 5 s
NOTES:
TRIGGERED vert- at 18:54e43
03 Dec . 2003
IRAN UERT LONG
PPU 0.030 0. 085 0.090 inns
FRED 18 17 18 H2
TIME 258 281 495 ms
ACCEL 0.05 0. 05 0.05 2
PK DISP20. 0008 010008 0-0000 in
PUS 0. 120 inis at 258 ms
PK AIR O/P 134 dBCL) at 2388 ms
i
FREQ 8 Hz
USBM RISS02 AND OSMRE ANALYSIS
ALL GROUND CHANNELSCin/s)
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e.e
u um
i FREQUENCY CHz)
Tran = * , Uert = x , Long = a
604d 10:6 0002 Z1 380 01I2991sz6tixo) 8MdSO13d

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NCQENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E. land Quality Section Michael F. Easley, Govemor
Director and State Geologist William G. Ross Jr., Secretary
March 21, 2003
Mr. Alex Glover
Feldspar Corporation
P.O. Box 99
Spruce Pine, North Carolina 28777
RE: Chalk Mountain Mine
Mining Permit No. 61-01
Mitchell County
French Broad River Basin
Dear Mr, Glover:
We have reviewed the report generated by Instantel regarding its assessment of the
seismograph used in the high airblast incident of March 11, 2003.
The report stated that the seismograph malfunctioned because of water contamination
to the connector cables for both the unit and sensor cables. This contamination would likely
cause the unit and sensors to display false readings. Replacement of the geophone and
microphone cables will be required in order for the machine to function properly.
This report supports your company's prior assessment that the high airblast of March
11, 2003 was a result of a malfunction of the seismograph unit. It also brings to light the need
for your company to periodically assess and calibrate each seismograph on a regular basis.(at
least yearly) to ensure that the units are in proper working order and generating valid readings.
Thank you for your company's cooperation regarding this matter. If you have any.
questions, please contact this office at (919) 733- 4574.
Since ly,
Tracy E. vis, P.E.
State Mining Specialist
Land Quality Section
TE Dljw
M. Mr. Richard Phillips, P.E. (wlcopy of March 20, 2003 Instantel report)
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574/ FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled 1 10%Post Consumer Paper

IM'
450 6oldview Rood Qi9 @3 Phone [phone]
Asheville, NC 28804 • 3 . FAX [phone]
Austin Powder Company
FAX Coversheet
Au ,t;�A1 BU�L)FA,j
To 2 From: 7� JAICL CoVEr~ 1
FAX: Pages:
RE: F LDSPAjE! COMP Data: Z - ZO-0-3
CHALIG r
Ate 94,4s-r-
If you have any problems receiving this FAX, please call [phone] .
Thanks, and have a NICE DAYI

M,hr- 20-03 09 : 14A • � P.O1
L
March 3U, 20U3
Austin Powder Cornpatty
45()Goldvicw Road
Asheville, N.C. 288U4
Atmtion-, Allea Burden
Re: Unit BA7948, F3MIll
Instartel Inc. Microphone BH6736
3091 F aget Urive Geophone B0692g
Kann Ontario
Cdrlac i K2K 3A.;
Phone
(b13) 592-4642 This unit came to Instantcl for assessment as there was a
Fax
(613) i97-4296 problem reported with the microphotrc, it was triggering,
Toll Fr* resetting shortly of ter auto zeroing the unit. The technician
(800) )67-91 11 hus assessed the krnit and found that there are orCsets occurring
www.1w2ntA.a , due to water cunturnination on the connector cables for both the
unit and scnsorcahles. This contamination would Gar.rsc the unit,
and sensors to display f,rlse readings, the internal cOrtttectors,
goophone and microphone cahlcs will have to be replaced.
Should you Have any further question,, picric do not he,sitatc to
contact me.
Karen Emtnett
Service Coordinator
:srt t;�d �i'r SCt!X�O t Q�al ry Striuiard

A7 iz`LA
WDENK
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E. Land Quality Section Michael F. Easley, Govemor
Director and State Geologist William G. Ross Jr., Secretary
March 17, 2003
Mr. Alex Glover
Feldspar Corporation
P.O. Box 99
Spruce Pine, North Carolina 28777
RE: High Airblast Incident of March 11, 2003
Chalk Mountain Mine
Mining Permit No. 61-01
Mitchell County
Dear Mr. Glover:
This letter is in response to your consultant's, Mr. Allen Burden of Austin Powder
Company, investigation report dated March 12, 2003. The investigation report contained
information regarding the high air blast recording associated with the blast conducted at the
quarry on March 11, 2003. An overpressure measurement of 137.6 dBl was measured by your
company's seismograph at approximately 2,839 feet from the blast.
This office has completed its review of the investigation report. It appears that the
excessive airblast reading for this shot was related to a malfunction of the seismograph.
I concur with the remediation measures outlined in the investigation report. Primarily, the
remediation measures are as follows:
1) Send the seismograph to Instantel (Manufacturer) to be tested and recalibrated.
2) Send the report generated by Instantel (Manufacturer) stating their findings to the
Land Quality Section.
In order to reduce excessive airblast readings in the future, the above remedial measures
proposed by your company should be considered part of the blasting procedures used at this
facility. If future airblast readings continue to exceed the maximum levels specified in your mining
permit for this site, modifications to the blasting conditions currently outlined in Mining Permit No.
61-01 maybe made by the Department.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 I FAX; 919-733-2876
512 North Salisbury Street,Raleigh, North Carolina, 27604
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled 110%Post Consumer Paper

Mr. Glover
Page Two
I appreciate your company's prompt investigation and reporting of this matter to the
Department. If you should have any further questions on the above, please contact Ms. Judy
Wehner ,, Assistant State Mining Specialist, at [phone].
Very truly yours,
L/TraJ/cy E.Z tvis"P.E.
State Mining Specialist
Land Quality Section
TED/jw
cc: Mr. Richard Phillips, P.E. (w/copy of March 12, 2003 report and attachments)

1 GAIrl QLIAI ITY SF['TION RI_ASTING,ANAI_YRIS WORKSHEET
(*= denotes fields where input data is needed)
Permit No.*: 61-01
Permittee*: FF_I-DSPAR CORPORATION
Mine Name*. CHALK MOUNTAIN MINE
Blast Report No.*: 4 Date of Blast*: 03111/03 Time of Blast*. 13:30
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): D* = 2839.00
W= Maximum pounds of explosives per delay (pounds): W* = 2781.60 2
SD = Scaled Distance: SD = D/W10.5 SD = 53.83 uq
V= Peak Particle Velocity (inches per second): V = 160 (SD)1-1.6 V = 0.27
(*max. limit in mining permit is: V = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V = Particle velocity measured by the seismograph (ips): V*= 0,06
DS = Distance from blast to seismograph (ft): DS*= 2839.00
d = Distance from blast to second location (ft): d*= 2839.00
PPV= Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV= V(DStd)^1.5 PPV= 0.0600
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi): P = 82 (D/W^0.33)^-1.2 P = 0.136131
To convert (psi)to (dBL): (P/2.9 x 10^-9)log x 20 P = 163.43
AB = Confined Airblast/Overpressire (dBL);.�,�4B = P (dBL) - 35 dBL (for quarry situation) AB= 118.43
(*max, limit in mining permit is: AB =—'/_�'�� dBL)
I

Cvnlnciiac i"Woomn r`.hae k•
(fhic is n uanr annrnwimnfa mafhnri hacert tin nitmernim acciimntinnc•
Specific densities May vary nreatlhi rianenrtinn iinnn the fvne and maniifarfiirar
of the explosive products used in the shot; must consider each explosive used;
refer to Dupont Handbook for actual SPD, otherwise use the following:)
Assumptions (per Ireco):
If"straight" emulsion is used, use SPD (specific density) = 1.20
If a "blend/slurry" is used, use SPD (specific density) = 1.25
If"straight" anfo is used, use SPD (specific density) = 0.85
Ratio between explosives:
Total pounds of Explos. #1* = 37860.00
Total pounds of Explos. #2*= 1000.00
Ratio between explosives = 37.86
Average pounds of explosives used per hole (pounds)* = 927.00
Breakdown of average pounds of explosives per hole due to ratio:
Explosive#1 = 902.52
Explosive#2 = 24.48
SPD = Specific densities for each explosive:
SPD for Explos. #1*= 1.25
SPD for Explos. #2* = 1.25
HD = Hole Diameter Used in Shot (inches): HD*= 6.50
LD = Loading Density (pounds per foot of column): LD = SPD(.34)(HD)"2
LD for Explos. #1 = 17.96
LD for Explos. #2 = 17.96
Explosive column height far each explosive (feet):
Explos. #1 = 50.26
Explos. #2 = 1.36
Total explos. column height = 51.63
Stemming height used in shot (feet)"= 9.00
Total height of explosive column(s) and stemming in the hole = 60.63
Total depth of hole denoted on the blasting report for the shot in question* = 62.00
Analysis Completed By: Id Date: ��

Fcldq[mtr Corr AIR BIANT 0 0
Subject: Feldspar Corp.AIR BLAST
Date: Wed, 12 Mar 2003 15:02:27 -0500
From; "Allen Burden" <[e-mail]>
To:[e-mail]
CC- "Mike Osbome" <[e-mail]>,
"Reed Sapp" <[e-mail]>,[e-mail]
Judy,
Is this all the information that you need? Please reply.
(see attached file: 137 .6db.doc)
..................... ...... ..............- .........I........................
Name: 137.6db.doc
Type: WINWORD file(application/Insword)
l
L,137.6db.doe Encoding: base64
i Download Status: Not downloaded with message
if NIM003 3AK PM

• Aden Barden
450 Goldview lid.
AshL lllc,NC 2BS04
� W
Austin Powder Company
March 12, 2003
Dear Judy:
This letter is in regards to the seismograph readings acquired at Feldspar Corporations Chalk
f�Mounlain Pit. The type of machine that was used is a 2 hz instanlel Blastmate III, when the
instrument was setup and calibrating it registered 137.5 hz before the blast. When the shot was fired
',a reading of 137.6 hz was given.
The parameters on the shot were as follows:
V0 Hale Diameter=6.5 inch
• Number of Holes=42
-� Distance to Dwelling=2839'
)e--Actual SD=53,83
/1
V When'I initially discussed the air blast readings with the Blaster in Charge(Gary Swann),he stated
that no blowouts or stemming ejection occurred at the time of deronanon. He stated that there was
no loud report but instead just the normal low tumble. His concern over this reading had already
prompted us to tall the seismic manufacturer so we could send the machine in for testing. It is our
opinion that the machine malfunctioned.
RECOMMENDATION:
I. Send the seismograph in to be tested and recalibrited.
2. Send areportgeneratedby lnstantel (Manufacturer)stating their findings.
Sincerely,
Allen Burden
Technical I Sales Representative
_r
. i . . . . . . . . . . . . .
I I .

0
0
Aden Burden
• 450 Goldvisw Rd.
Asheville,NC 28804
�R 5
Austin Powder Company
March 12,2043
Dearludy:
This letter is in regards to the seismograph readings acquired at Feldspar Corporations Chalk
Mountain Pit. The type of machine that was used is a 2 hz Instantel Blastmate III,when the
instrument was setup and calibrating it registered 137.5 hz before the blast. When the shot was fired
a reading of 137.6 hz was given.
The parameters on the shot were as follows:
• Hole Diameter=6.5 inch
• Number of Holes=42
• Distance to Dwelling=2834'
• Actual SD=53.83
When 1 initially discussed the air blast readings with the Blaster in Charge(Gary Swann),he stated
that no blowouts or stemming ejection occurred at the time of detonation. He stated that there was
no loud report but instead just the normal low rumble. His concern over this reading had already
prompted us to tali the seismic manufacturer so we could send the machine in for testing. It is our
opinions that the machine malfunctioned.
RECOMMENDATION:
1. Send the seismograph in to be tested and recalibrated.
2. Send a report generated by lnstantel (Manufacturer)stating their findings.
Sincerely,
Alien Burden
Technical/Sales Representative
. . . . . . . . . . . . . . . . . . . . . . . . . . . .

Mar 12 03 11 : 40a • • P 1
PA. Box 99, Spmce Pine, NC 28777
•.uo-.iaiay of =c"Poa1Nn (828)76S5500 Fu(6281768-2110
FAX MEMO
Date: 3 - /2- (9 3
To: TuC/r — LOL o/ (!1 k41i f-1
Cc: ; y (R�y ) 779 - 2 876�
From: Alex Glover Plione: 828-765-8957
Fax: [phone]
Pages: 1 ,
Re:
_Urgent 4— For Review _Please Comment _Please Reply
Message: }}��
A "fifr h
-FotIOW, Cah yU� G�eJerwae rMyl�f

Mar 12 03 11 : 49a p . 2
AY POWDER COMPANY BLAST REAT g�0�
Asheville,NO 4•
450 GoMvlew Road Asheville,NC 2U"
Blast No.: 4 Blasttype: Metal/Nonmetal Mine-Production Customer: FELDSPAR CORP
(240422-001)
Oaterrime: 03/11/0313:30 PBIPamm: CHALK PIT SHOT SERVICE Location: SEE GPS
ENVIRONMENT Weather: Clear Terrain: Mountainous
Structure Name: HOUSE Compass Point: W Temperature: 58 OF
Structure Type: DWELLING DirectlonlBearing: 256• Wind From: NW
Method Used: Lat./Long, Distance: 2,839 It Wind Velocity: 10-15 mph
Blast tntJLan9.: 35a ST 50.900"N 820 5' 55.900'W structure laWL-og.: 350 53' 52.500' N 820 V 29.600" W
d YOUT
No.of Holes: 42 Hole Depth: 62.0 ft Burden: 12,0 R Water Depth: 25.0 It
No.of Raws: 3 Subdrilling: 3D R Spacing: 14D R Stem Length: 9.0 ft
Diameter. 6.50O in Face Height: 59,0 ft Back Fill Depth; 0.0 ft Stem Type: GRAVEL
Mass Used: No Drilling Angle: 0. Material Blasted: Feldspar
WEIGHTS Scald Oietarce Factor Uved:DM14Me 50
Electric No Max.Allow.Chg.M.pairs msw/oSeismograph: 3,224D Ib Volume Produced: 15,416.7 yd•
Firing Device: Shall Shell Igniter Max.No.of Holes Par 8 ms Interval: 3.00 Weight Produced: 35,462.9 t
Other Method: Max M.of Explosive Per Hole: 927.2 Ib Powder Factor l: 0.911 Vlb
Mfg and Model: IDEAL Max.Wit.of Expl.Per 8 me Interval: 2,781.61b Powder Faux 2: 2,526 Ibfydi
Initiation satfings: Actual scaled Distance Factor: 53.83 Rock Density: 2,3DO VycP
Series Resistance(ohmah
SEISMOGRAPH No Data Seismograph Typs:
Dart: Trigger Leval: in/s dB Transverse: In/s H2
Time: Calibration Date: Vertical Infs Ha
Distance From Blast: ft Calibration Signal Longitudinal: in/s Ha
Direction From Blast: Geophorle Min Fro: HE Acoustic: dB
Readout: Mic.Min Freq: Hz Vector Sum: ims
Location:
LaULong.:
Name of Reader. Readers Firm: Arodyst and Firm:
CREW
Blast Occurred Other Than Scheduled Time: No Misfire Occurred: No Protective Cover: HAUL TRUCK
- - - - - -- -- ------ - - . - - - - -- - .. . . . . . . ._-- - _- - - __ - - - - _ _ _ .- . - -_-. . _ _ . . . . _ _ --- --_ . _ -_ . .. " ' ---- ---- - _ . -- - - -. -
LostName First Name License Number CcdBicatien In Charge
SWANN ROBERT 245-33-0317 Yes
STAMEY DAVIO No
CANDLER JOHN No
BROOM IRA No
.. .. . . ....... .. . . . . .. ... .. .. .. . . . .... ... . ..... .. . . . . . ... . . ..... ... . . .. ... . . ... . ..... . ... .. . . .. . .. ...
PRODUM AND SERVICES Total Weight of Explosives(include Prii 3Q944 ID
Produdi Description Quantity Weight gb) Product Description Quantity Weight(lb)
40' SHOCK-STAR Quick Relay 42 ms 15.0 as OD Orange Cap Boasters 84.0 as 84.0
SO'SHIOCK`STAR Ou60elay 25f475 84.0 ea 0.0 Blast Service-Certified Blaster 1.0 ea 0.0
MEET 40 Bulk 37,860.0 lb 37,860.0 Blast Service-Dewatering w/Operator 1D ea DO
Hydromits 4400 Bulk 1,000.0 lb 1.000.0 Blast Servloe-9eismograph(1) 1.0 as 0.0
L'ommentYFslrfanafians
General Comments: SHOT LOOKED DK NO PROBLEMS TO REPORT,SEVERAL HOLES THE DEPTH OF THE HOLES WERE SHORT ONE
HOLE WAS 18 FT SHORT.SEIS NOT FUNCTK)NING,SENDINO BACK FOR REPAIRS,
rerasln al BaanrlleMg. B640 iwolveroxw vtol.m 03111/0316:16 Page: 1 of 2

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources „��
James B. Hunt, Jr., Governor p E H N FR
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
September 29, 1995
CERTIFIED MAIL
RETURN RECEIPT REOUEST'6D
Mr. John D. (Pete) Lawson
Vice President - Operations
Feldspar Corporation
P.O. Box 99
Spruce Pine, North Carolina 28777
RE : Chalk Mountain Mine
Mining Permit No . 61-01
Mitchell County
Dear Mr. Lawson:
This office has completed its review of your company' s revised
"Haul Road Slopes and Drainage Plan" dated August 30, 1995 ,
submitted in response to the Notice of Violation dated March 24,
1995 .
Although the design provided in the plan for the ditches
yields shear stresses in excess of those generally accepted, I am
willing'to accept your company' s commitment to continued inspection
and maintenance of the ditches and their corresponding downstream
basins . The "Maintenance Plan for Chalk Mt . Mine" dated September
20, 1995 outlines the steps your company will take to prevent
failure of the basins and offsite sedimentation at the site in the
future .
Therefore, your company is now considered in compliance with
Mining Permit No. 61-01, provided that both of the above plans are -
strictly followed and all required work is completed by November
200 1995 . Should either plan prove to be inadequate, your company
will be expected to propose alternative plans and submit the plans
to this office for review and approval .
The above approved plans are now considered a part of your
mining permit conditions . Therefore, please attach a copy of this
letter to your mining permit for future reference.
Geological Survey section Land Quality Section Geodetic Survey Secfion
[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/ in post-comumor paper

Mr. Lawson
Page 2
If you do not agree that the above plans constitute a request
by your company to modify the existing conditions of its mining
permit, you have the right to request a hearing pursuant to G.S .
74-57 to discuss this matter further.
This office appreciates your cooperation in this matter and
looks forward to the timely completion of the required work at the
site . If you should have any questions on the above, please
contact Mr. Tracy Davis, State Mining Specialist, at (919) 733-
4574 .
Sincerely,
Charles H. Gardner, P .G. , P.E .
CHG/td
cc : Mr. Tracy Davis, P.H.
Mr. Richard Phillips, P .E.
Mr. Tony Sample
Mr. Tom Freeman - Feldspar Corporation

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RE:Chalk Mt.Mine
Subject:,RE: Chalk Mt. Mine
Date: Mon, 20 Mar 2000 09:30:34 -0500
From: "William Poteat" <wopoteat@valp art.com>
To: "Tony Sample" <[e-mail]>
Thank you for your prompt response to my request.
My address is:
William 0. Poteat
3717 Morrison Street, N.W.
Washington, D.C. 20015
Phone: [phone]
-----Original Message-----
From: Tony Sample [mailto:[e-mail]]
Sent: Monday, March 20, 2000 8:56 AM
To: Poteat, William
Subject: Chalk Mt. Mine y
I will be happy to mail you the information you requested.
Please send me your address.
Thanks
Tony Sample
Assistant State Mining Specialist
Land Quality Section
3/20/2000 11:26 AM

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LEDFORD ENGINEERING INCORPORATED_—�—�
Environmental Consulting En Inee ENE► 1
DEHNR 56 Ravenscroft or.
P.O. Box 2217
AShevllle, NC 28802
[phone]
Jul 18, 1995 1-800-654-8891
yA FAX [phone]
Mr. Tracy E. Davis, PE LAND QOALI7Y SECTION
NCDEHNR
P.O. Box 27687
Raleigh, NC 27611-7687
Re: Notice of Violation of Mining Permit, Chalk Mtn., issued March 24, 1995,
Dear Tracy,
The following addresses the referenced Notice of Violation of Mining Permit, Chalk Mtn.
We have surveyed the haul roads, ponds, culverts and areas of erosion and submit the
following as corrective actions to be taken to stabilize the Chalk Mtn. mining operation.
1. The high wall area has been regraded, drainage systems installed and sediment
basins created to handle the storrnwater flow into the area. A meeting with Don
Holbrooks of DEHNR at the site indicated that the measures taken in the highwall area
were more than adequate. The plans are to seed this area as soon as possible.
The basic premise of the design, as submitted in April 1995 by Feldspar
Corporation, was to install a series of subsurface drains behind the stockpiled waste and
under the whole storage area. Discharge from the drains would report to ponds 11 and
12. We have subsequently reviewed that design and concur with it. During a recent
storm event that we observed, this system adequately contained the stone water flow to
allow solids to settle and discharge a clarified effluent.
During haulroad regrading and ditch construction, an impermeable, clayey layer
will be placed at the water/sink hole areas. A rocklined ditch will be constructed to carry
storm water away from the high wall area.
2. Thexegrading of haul roads has been designed to maintain a rocklined ditch
throughout the.primary haulroad system. The enclosed drawings, detail the locations of
culverts, sediment basins, and maximum slopes for specific ditch sections. A detail of
a typical haul,road cross section is included with the centerline profile of each haul road
section. These details can be seen on sheet 2 of 3 of the drawings.
3. A detailed listing of each ditch is included with this submittal.

� s
In addition to the above areas of action, the large sediment basin (3 and 4), has had
temporary dikes and diversions placed in and around the basin to stabilize the area.
Sediment Basins 3 and 4 will be replaced with new basins and erosion control
measures. These new measures include constructing basins 16, 18, and 19.
Efforts are being made to incorporate the long range mining plan with permanent
erosion control measures. We trust this will be seen by DEHNR as a strong effort by
The Feldspar Corporation to gain control of the environmental situation not only at Chalk
Mtn., but at the other operations as well.
If you have any questions regarding these responses and/or actions, please give
us a call at 1-800-654-8891.
Sincerely,
Mike Lewis, EIT
Ledford Engineering Inc.
cc: Mr. Pete Lawson
Mr, Dave Marek
Mr. Tom Freeman
Mr. Mark Ledford
fldflo+n2.DOC

I.. ! r r

ROCKLINED DITCHES
DITCH DEPTH BOTTOM WIDTH TOP WIDTH DISCHARGE
RLD1 - This ditch discharges to the main highway, NC 19.
RLD2 - 1.5' 2.0' 5.0' 30.60 CFS
RLD3 - 1.5' 2.0' 5.0' 25.20 CFS
RLD4 - 1.5' 2.0' 5.0' 3.45 CFS
RLD5 - All roads are sloped into sediment basins 11 & 12.
RLD6 - 1.5' 2.0' 5.0' 11.70 CFS
RLD7 - 1.5' 2.0' 5.0' 10.40 CFS
RLD8 - 1.5' 2.0' 5.0' 3.60 CFS
RLD9 - 2.0' 3.0' 8.0' 100.40 CFS
RLD10 - 1.5' 2.0' 5.0' 13.50 CFS
RLD11 - Receives flow only from road. All other flow directed to ponds 11 & 12.
RLD12- 1.5' 3.0' 8.0' 90.00 CFS
feldflow.DOC

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N.C. Department of Environment, Health, and Natural Resources
Di%ision or Land Resources, Land Qualitv section
Datc: Telephone Log
Sheet 0
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July 20, 1995
MEMO TO: Tony SampleQ24
FROM: DonHolebrooks SUBJECT: Feldspar Corporation Permit Renewals Chalk Mountain Mine
Wiseman-Sullins Mine
Mitchell County
I met with Tom Freeman and representatives from Ledford Engineering on June 27,
1995 to review the referenced mine permits. The two mine maps indicate the overall mine
strategy and field location of sediment basins, haul roads, mine operations, etc. Haul roads
on both mine permits show rock-lined ditches, but do not indicate any culverts which are in
place. Also, road slopes are needed to determine runoff calculations for these ditchlines and
culverts. This has already been completed for the Chalk Mountain Mine but was not included
with this submission.
The runoff data and road slopes will be even more important at the Wiseman-Sullins
mine as there is not adequate space to construct larger sediment basins. Most of the drainage
from the upper haul roads must be diverted through the pit Floor and allowed to settle in
sumps. Topography at the Wiseman-Sullins Mine works against large ditches and sediment
basins. This has been the primary problem at the mine for many years. Adequate, well-
planned runoff controls should be required.
Waste piles at these mines must be addressed. The maps do not indicate where these
mines are located on the two mine properties. The maps should show all mine operations.
DCH:a

RECEIVED
DEHNR
LAND QUALITY SECTION
FELDSPAR CORPORATION
CHALK MTN,
DITCH DESCRIPTIONS
DULY 1995

N arrat1 ye
On March 24, 1995, the Feldspar Corporation received a Notice of
Violation from the NCDEHNR Land Quality Section regarding inadequate
sedimentation controls at the Chalk Mtn, mine. Per the letter from Charles H.
Gardner, P.G., P.E., of NCDEHNR a list of corrective measures was issued to
correct the problems at Chalk Mtn. The following submittal addresses these
actions.
In order to control the stormwater flow, adequate rocklined ditches (RLD)
will be constructed on the cut side of the primary haul roads. The haul roads will be
graded to allow positive drainage into the RLD's. Energy dissipaters will be
utilized at culvert entrances. Three new sediments basins will be constructed at
the lower section of the mine, where the current basins 3 and 4 are located. This
method of control sets up perimeter measures to ensure sediment laden stormwater
must pass through RLD's, energy dissipaters and sediment basins prior to discharge
from mine property.
A series of rocklined ditches (RLD's) have been designed to handle a typical 25
year storm event. A typical cross-section of a rocklined ditch and haul road are shown on
the drawings. Also included are the profiles of the three major haul roads.
Once the initial rocklined ditch construction and haul road regrading is completed,
two new sediment basins will be constructed in the area of the present sediment basins 3
and 4. Sediment Basin 18 will be a permanent basin and will be constructed between the
haul road and waste area. This basin will receive flow from RLD 9. The basin will be a
riser/barrel type with discharge into the local stream system. The emergency spillway
from sediment basin 18 will flow, via rocklined channel to sediment basin 19 which will
be of the rock dam type, not to exceed 15' in height. The area where the present basins 3
and 4 are located will be turned into a mine waste disposal area. Flow from this area will
report to sediment basin 19.
Basin 16 will be constructed as a temporary feature to control sediment laden
runoff from mining activities within its drainage area. Once mining activities drop to a
lower level, flow will be directed to a sump/pump area on the mine floor. At that time
the pit floor in conjunction with the sump/pump area will be utilized to settle solids
and allow for discharge into the local stream system. Basin 2 and 16 would thus be
eliminated.

.r. •l is '. i u ' ....i

- Ditch #1
Max. slope = 7%
This section of the haul road enters off of Hwy. 19 through the gate and onto mine
property. Earthen banks border the concrete road and stormwater discharges to Hwy. 19.
- Ditch #2
Max. slope = 15%
Q = 30.6 CFS
New Ditch: (See Detail on Dwg.)
Bottom width = 2.0'
Side slopes = 2:1
Depth = 1.5'
D50 RipRap = 9.0"
The new ditch will be located along the eastside of the haul road. A small
sediment basin 17'x48'x8' deep is located at the lower section of ditch #2 and discharges
into the local stream system.
- Ditch #3
Max slope = 15%
Q = 25.2 CFS
New Ditch:
Bottom width = 2.0'
Side slopes = 2:1
Depth = 1.5'
DSO RipRap = 9.0"
Culvert = 24" Adequate
Ditch construction to be on the eastside. An energy dissipater measuring
17'x48'x8' deep is located prior to the culvert.

- Ditch #4
Max. slope = 5%
Q = 3.5 CFS
New Ditch:
Bottom width = 2.0'
Side slopes = 2:1
Depth = 1.5'
D50 RipRap = 9.0"
Culvert = 24" Adequate
Ditch construction to continue on cut side. An energy dissipater measuring
11'xl 1'x5' deep is located prior to the culvert.
- Ditch #5
Max. slope = 2%
This section of the road flows into sediment basin 12 and out a 36" culvert.
Grading should direct flow to sediment basin 12.
- Ditch #6
Max. slope 5%
Q = 11.7 CFS
New Ditch:
Bottom Width = 2.0'
Side slopes = 2:1
Depth = 1.5'
D50 RipRap = 9.0"
Culvert = 18" Adequate
Ditch construction to continue on cut side. An energy dissipater will be located
prior to the culvert.

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- Ditch #7
Max. slope = 13%
Q = 10.4 CFS
New Ditch:
Bottom Width= 2.0'
Side slopes = 21
Depth = 1.5'
D5o RipRap = 9.0"
Culvert = 18" Adequate
A small (=-11'xl 1'x5')energy dissipater is located prior to the culvert.
- Ditch #8
Max. slope = 15%
Q = 3.6 CFS
New Ditch:
Bottom Width= 2.0'
Side slopes = 2:1
Depth = 1.5'
1350 RipRap = 9.0"
Culvert = 18" Adequate
An energy dissipater(=11'x11'x5') shall be constructed prior to the culvert. Ditch
to be constructed on the cut side.

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- Ditch #9
Max. slope = 15%
Q = 100.4 CFS
New Ditch:
Bottom Width= 3.0'
Side slopes = 2:1
Depth = 2,0'
D5o RipRap = 12.0"
Culvert = Change to 36"
This ditch handles a large volume of water and discharges into the new sediment
basin #18. A 30' dia. and 6' deep rocklined energy dissipater will be constructed prior to
culvert entrance.
- Ditch #10
Max. slope = 5%
Q = 13.5 CFS
New Ditch:
Bottom Width = 2.0'
Side slopes = 2:1
Depth = 1.5'
D50 RipRap = 9.0"
This ditch will discharge directly into sediment basin #16.
- Ditch #11
Max. slope = 19%
Q = 1.4 CFS
Flow along this section of road is directed to sediment basin #11.

- Ditch #12
Max. slope = 10%
Q = 75.0 CFS
New Ditch:
Bottom Width= 3.0'
Side slopes = 2:1
Depth = 1.5'
D50 RipRap = 12.0"
Culvert = Change to 36"
This ditch is to be constructed under the high wall with flow directed toward the
culvert at the head of ditch #11. Flow through this culvert will report to sediment basins
18 and 19.
dWhdesc.DOC

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N.C. Department or Em'Ironment. Health, and Natural Resources
Di.ision or Land Resources, Land Qualily Section
Telephone Log
Ditc:�Zy ,�� Sheet 1of .�
Time: /:5-0 ❑ am Call: Placed ® �' Rrcdved ❑
,^ QQ g
VPm Retuned ❑
R 1
I. gen CZ& /Yl e-w(' ''Y(..�'"�— County:
2.Conversation with Telephone: ( )
3. Arliliadon:
a. Content of/Iconversation.
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cc: :1� r 0 5'i'tt 7-Z/-5f Red by: e +

July 20, 1995
MEMO TO: Tony SampleUT24
FROM: DonHolebrooks SUBJECT: Feldspar Corporation Permit Renewals Chalk Mountain Mine--
Wiseman-Sullins Mine
Mitchell County
I met with Tom Freeman and representatives from Ledford Engineering on June 27,
1995 to review the referenced mine permits. The two mine maps indicate the overall mine
strategy and field location of sediment basins, haul roads, mine operations, etc. Haul roads
on both mine permits show rock-lined ditches, but do not indicate any culverts which are in
place. Also, road slopes are needed to determine runoff calculations for these ditchlines and
culverts. This has already been completed for the Chalk Mountain Mine but was not included
with this submission.
The runoff data and road slopes will be even more important at the Wiseman-Sullins
mine as there is not adequate space to construct larger sediment basins. Most of the drainage
from the upper haul roads must be diverted through the pit floor and allowed to settle in
sumps. Topography at the Wiseman-Sullins Mine works against large ditches and sediment
basins. This has been the primary problem at the mine for many years. Adequate, well-
planned runoff controls should be required.
Waste piles at these mines must be addressed. The maps do not indicate where these
mines are located on the two mine properties. The maps should show all mine operations.
DCH:a

North Caroina Department of Environment, Health, and Natural Resources,
Dansion of Lard Resources, Land Ouality Section
MINE INSPECTION REPORT
(PERMf1TED MINE) JUL 10 1995
^^ .. 11,^, D
1. MINE NAME +�l�f�4 A<N 2. MINING P IT✓t G 1 - O r
3. OPERATOR f +c17"PniL L:pi.�P. 4.
5. ADDRESS - . O. Sox f1q c>P,vi: ('• +v +V4 6. PERMIT EXPIRATION DATE 7-29• iZ
7. Person(s) contacted al sde Tort r-,E�MAM
8. Was mine operating at time of inspection? p-Yes ONO 9. Pictures? ❑Yes [I No
10. Date last inspected: 4/ !o/�-5+ 11. Any mining since last inspection? ❑ Yes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? ©'Yes . ONO
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? QYes ❑NO
If no,explain:
14. Did arty of the above deficiencies result in offsite damage? ❑Yes E1No It yes, describe the type
and severity of the damage:
15. Corrective measures needed and/or taken: Lo )� ;z tzi -, 4u r.Mn �i +VEFs+o+.t
Fri.[=.P4 ('nN b-f F.rtTEb -r Tip,jCC7 W4-+'LZ F�oM 'i t4-� 73l cnoN r..+T/
T}ic f?A s,N r
16. Other recommendations and comments: Ravi ewp.D Kc(t 47ir =v4,+„77 65
Y41+wi V�/.nu7 + •� W1N LEIi FOR-0 F- !'-'NL
17. Is the Annual Reclamation Report +l- map accurate? Elves ❑No (Explain) - p.Not Reviewed
18. Follow-up inspection needed? ONes ❑ No Proposed date / (�/ 9 S
19. No. of additional pages of Inspection Report_ 20. Copy of Report sent to,oprat eor 7J S /!S
� r / (date)
INSPECTED BY^•. J ' ( `� 4,r x. .-� DATE / 7 / �i
Phone No: (7D4 ) ZSI- &Z.r+i
White copy to file Yellow copy to opeator Pink copy to Mining Specialist
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North Carolina Department of Environment, Health, and Natural Resources, -
Division of Lard Resources, Land Quality Section,-
MINE INSPECTION REPORT' gU[E 1`U E I
(PERN4= M� JUN 71995
1. MINE NAME COAuV. MTT.t 2. MINING PERMIT# - O
3, OPERATOR FEr_TNs?Ac CarZPoF;m7, N i6)a- COUNTY OTG/It.LL
5. ADDRESS Ba. 6� % qQ SPRuGe P,NE NC 6. PERMIT EXPIRA ON-D'AT—E^1:1--$!4
7. Person(s) contacted at sheToM Fx:csMAN V.,i. 2C37- 7' V'' :j- I-4,:
8. Was mine operating a1 time of inspection?' u -:•Yes ONO 9. Pictures? ❑Yes (ENO
10. Date last inspected:g/E, /�5 11. Any mining since last inspection? p-Yes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? ❑ Yes p.No
If no, explain:
�E�-fi,uCn CeN9i-iaN -in -dI - L.C,%MC/e, Cory7Sct-i KBE N-T '
Seys "e),r oN-S,se . 7.F6 SE1ll 614NIT
-BASINS AFC ';:�aLL F _1�vn T.IcT' s l k.e AQY ST!_F.AC E SPACE. - 7f/C-
�.7t� VLA.J%T CAA THE. Ft'I11L J., D " le �IUgt � CIT c,NC
WwrC t— To i1'lc 17AS,,4. UC4%E T_� AS. r' 91N4fD . 4 Da_,W%T,t , ,
SE ,nT 4%s L%NY 5176 . SMta!_ $AKIN A7 CREE✓_ CF( SS,Nt, CoN'7
13. Is the mine in compliance with the Reclamation Conditions of the Permit? UYes omb
8 no, explain:
14, Did any of the above deficiencies result in offske damage? p'Yes El No If yes, describe the type
and severity of the damage:
15. Corrective measures needed and/or take -Cory Ne.ps T 1#1oe SE ,%1CWr AA doto
\�Ta SEO%n lllal AT, Rn _tN Rr. PA,( 5 NELl7-D�To DLSir NC9
(�.� fiNC WEER 1715Cu<sCz Tn\Po(LACV AAEASIATiFS TcR
S�ISPoSn� S,TE NCB To *uE SAND RC01C\l V r S,Tt S`rAfsfu2Eo- pKov,Oc
nN 1:11 AFnuE WASTE _,TE So CAN -41zr (S
q 7o 1id2E 5 ?E, F� r nNrj SANL` TA,I.,N J glef4i 1.
16. Other recommendations and comments:
17. Is the Annual Reclamation Report N- map accurate? ❑Yes [:]No (Explain) Lf7:Not Reviewed
)
18. Follow-up inspection needed? ®Yes ❑NO Proposed date (u / I S / r'j 5
19. No. of additional pages of Inspection Report:. 20. Copy of Report sent to operator 6 T IP:FS
(� j (date)
INSPECTEDBY:Y I.U%eQ. RAP, R-pm DATE 5 J. 'mil / R5
Phone No: ( 7 4 ) Ps i
White Dopy to file Yellow ropy to operafor Pink copy to Mining Specialist
"i

4, •
- n

..r ...,.N.n_...w..�:v..+--:n,+.++........w I ,- +.,:i'-.a+^o..w' 1 W� ...,y.I,..a.. +,;..e;'c r -J r^'-'.a. c
DATE TO ASSISTANT --J c i;, 4 eN DATE 40SUSAN 0
LOGGED IN
4.
d,
MINTING CHECKLIST FOR ROMI G
Company rJJ4 Pker: 11..P, Project Name CAo-IL Mlw Miµ�
Permit No./7�/^O�County„ ftf- JtB-- Date Received
Reviewer !
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* E1 N Ufew Renewal ❑ Modification ❑ Transfer ❑ Release
PAdditional Information ❑ Fee Needed
❑ Fee Received: Amount
Please route to:
Field Office Date Routed ap 7— qJ5�-
❑ Wildlife Resources Commission Date Routed
* ❑ Archives and History Date Routed
❑ other: / Date Routed
Suspense Date for Comments: 7 �.7 (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

e o
LEDFORD ENGINEERING INCORPORATED
Environmental Consulting Engineers
56 eavenscrort Dr.
P.O. Box 2217
RECEIV AeheaBe, NC 28802
[phone]
June 15, 1995 �EH R D 1 1-800.654.8891
j FAX [phone]
Mr. Tony Sample 0
NCDEHNR
Land Quality Section
P.O. Box 27667 �C QUAL1py SECTION
Raleigh, NC 27611.4574
Re: Chalk Mtn. Permit Renewal 61-06
Dear Tony,
Per a recent phone conversation with Tracy Davis, I have enclosed a set of calculations
for the sediment basins at the Chalk Mountain Mine. The recalculations represent
recent upsizing on the ponds and several affected acreage changes. We are sending a
total package for that part of the permit. Please insert the enclosed pages in place of
the ones in the permit submittal. I am sending a set to Richard Phillips and Dave Marek
as well.
Thank you this consideration. If you have any questions, please give us a call.
Sincerely,
i�e
Mike Lewis, EIT
Ledford Engineering
cc: Mr. Richard Phillips, PE
Mr. Dave Marek

rJa YMINJO, VIAJ

SEDIMENT RASIN
0 — CiA
ACREAGE _ _25-9__ACRES
i = _6— -_INCHES (24 HR 25 YR. RAINFALL)
C = _0_ 75
0 = 1 1 6_ 6 _ CUFT.
1800 CUFF/ ACRE x __ 25 _9 __ACRES = _46620 ----- CUFT.
DESIGN SIZE _ __46 , 620 __CUFT.
ACTUAL SIZE _ _124_' WIDE X 100 ' LONG X _72r DEEP = __148�,80�1,)FT,
MINIMUM RISER SIZE = _1 8___ INCHES
• MINIMUM BARREL SIZE _ 18 INCHES
,[mngmry!eW.uy
_ ..,.,,_„rr, Puooew r m.
=11F(11=11'1_II'15Tr
=III=11 L=III—III=III—III=III—I
—III—III=III=III=III=W=11 >m'�•ii�,eew„
'=III=111 _. oIIIoIII=III=III-W=W-111=III_III�.
m_

SEDIMCNT BASIN ff - _2_
O = CiA
ACREAGE = 17.0 _ACRES
i _ 6 INCHES (24 HR 20 YR, RAINFALL)
C = _ 0 .75 _
1Bo0 CUFT/ ACRE v __U&.ACRES CUFf,
DESIGN SIZE _ __ 30y600 _____CUFT.
ACTUAL SIZE _ __' WIDE X ___' LONG X ___ DEEP = 8478 __CUFF.
MINIMUM RISER SIZE _ 1 8__ INCHES
. MINIMUM BARREL SIZE _ _21__ INCHES
* Effluent flows to Sediment Basin H3
n...o..�. w�...r
-"1-III-1 .N
.lil=u CJ.po. .,. ,.,...,� =lii='iii="L=in—
'111=1� 1=LII=III-III-111=II_Iv' 1� .. '•
=III-=]I ICI-IJI-I�I_I�I=1�I=1�151I-[II
'-III=III .. -1�191L-Illdll-Ill=111-III-III-=
"ylI=III III = _ _ = I- '- _' - -
III-111c'Rr�T�=min_

• SEDIMENT BASIN # = 3 ______
Q = CiA
ACREAGE _ 47 . 3
i = __6__ __INCHES (24 HR 25 YR. RAINFALL)
C = 0_. 75 __
Q = _ 21 2_ 8 CUFT.
1800 CUFT/ ACRE x 47. 3 ___ 85, 140
ACRES _ ____________ CUFF.
DESIGN SIZE _ _ 85 , 140 _ CUFT. ,
ACTUAL SIZE 250 ' WIDE X ��� LONG X _��_' DEEP =fi 001000____CUFT.
SIZE ADEQUATE _____ YES ____ NO
wlm
—III I I �1 I[rl l I i I III III 'IT
III II ` -,ki m III If`-�l III II I I III J III III
III w i IIL._ oz.w. a. III Ili 111-1i1 LIl L III-`-III . „".
i- m m ni n LI wrr.,,,.
:MnM ,0
• , n

SEDIMENT BASIN = 4 _
0 = CIA
ACREAGE _ _43. 6 ACRES
1 _ 6 '__INCHES (24 HR 25 YR. RAINFALL)
c
0 = _ 107. 1 CFS
1800 CUFF/ ACRE x _ 23_ RES 42r 640__ CUFF.
DESIGN SIZE 42e840 __CUF . •-
ACTUAL SIZE _ _l OO . WIDE X 80 LONG X 8 DEEP = _64L000 CUR.
DIA. = ____CUFf
Imo cwI/ova I mr I � 1
1
non
Cross section
0..vn .. l� me 91' O..Tu 6 mr naeman
MR
e 1,P m1 A IA
abw
rlu. Iw:n'C .•e. �:� N w . .m
� mm.
Stone section

SEDIMENT BASIN If _ 5_
0 . CiA
ACREAGE _ _ 0 . 8 ACRES
i = 6 —INCHES (24 HR 25 YR. RAINFALL)
C . _ 0 . 75
Iwo CUFT/ ACRE It _ 0.8 ACRES = _1440 CUFf.'
DESIGN SIZE = 1440 ____CUFT
ACTUAL S1ZE a _60_' WIDE % 40_' LONG % 10_' DEEP __24 1000CUFf.
• _____ DIA. _____CUFT
_L
Iwo Quit/ate,
3 uL
u F.nw fQenC
Cross section -
W,yn ototlVa Inp ]I' OrtniY 6 Iw IIItIImIAt
1 YQ .m
6
ro oel a avlllvtl
rQu, loan I I,�a.. I'Y:n N .\ I...e
. i a1n
'V"
Stone section

•
SEDIMENT BASIN N = _6
0 = CAA
ACREAGE _ ____ACRES
i op _6`__INCNES (24 NR 25 YR. RAINFALL) .
C = 0 75__
o . 10 . 35 CFS
1800 CUR/ ACRE x _ Z • 3 _ACRES 4140 CUR.
DESIGN SIZE _ 4140______CuR.
ACTUAL SIZE 50 _' WIDE % 30 LONG % 6 DEEP =1 ____CUR.
• ___,__ DIA. _ ,__,CUFT
�5 tt
mao wu/en, t�Il �I r
Cross section
lt,� V,ulwt Im ar arm a !or ulm .,
of-poll
Z, '
Md�w. yew top o .,l
nu.f monc "! i,;e. .
Stone section

� e
•
SEDIMENT BASIN
0 = CIA ... .. .. . . _ .. .
ACREAGE _ ?_6_ACRE S
, _ 6 INCHES (24 HR 25 YR. RAINFALL)
C e _0 .75___
0 = _ L•�_— CFs
-
9800 CUFi/ ACRE : __2 . 6 4680____ACRES = ________. CUFT.
DESIGN SIZE 4680 ___CUR.
. ACTUAL SIZE 20 WIDE X 30 LONG X 8_' DEEP = _4800----_CUFF.
• ______ Du. _ ____CUR
lem pm/.=•. N
IS
Cross section
,. ba:gn w\ wp \ Oni,b C to, witilm"t
4. mf1
dp
/ "� . .mp. E p p"wm:la .
Stone section

SEDIMENT BASIN # = 8 -
CIA
ACREAGE ACREAGE - _D. L__ACRES
i = _ 6 __INCHES (24 HR 25 YR. RAINFALL)
C = _0 .75
D = _3_6— CFS
Haw CUFF/ ACRE. x ___0 8 ACRES = _ 1440 _ CUFT.
DESIGN SIZE _ 1440__CUFT.
ACTUAL SIZE = 1$ ' _• WIDE x 20_• LONG x 7 DEEP' ='__z246_CUF7.
• _____ DIA. _•____CUFT
Inoo
' ex.r norm .
Cross section
C 1;91 .O11N bo 21' Iw "Mem"t
.m..T.= ,.\'fie
�i lope
c e w::14110d •
•� ' . w. d uom
Rw lion. o wn of gro�.0
• Stone section

SEDIMENT &SIN y = 9
0 CAA
ACREAGE = 26.76 __ACRES
, _6__INCHES (24 HR 25 1R. RAINFALL)
C e _0
0 = 120. 4 cFs
IWO CUR/ ACRE . _26. 76 ACRES = 48j168 ___„CUFT.
DESIGN SIZE = 48 , 168 _CUR.
ACTUAL SIZE = 30 _' WIDE X 20 LONG X 10 _' DEEP = _6000 _CUR.
• __-- Du. . _____CuF .
ILI
Cross section
W,.o IUV 91 mnm O V iw ..N o,lu
`��m,a, �-. m.1 der;::; \
„, m , ,K,
/I aa...ne.• w
too ut oo,.
not,
amw.o
Stone section - '

SEDIMENT BASIN = 10
0 — CIA .,. .
ACREAGE = 26 . 76 ACRES
i _6__INCHES (24 HR 25 YR. RAINFALL)
C = 0_75
0 = 120 . 4 CFS
1800 CUFT/ ACRE X 26. 76_ACRES = 481 68 tuft.
DESIGN SIZE _ _48168 ____Cuff. . .
ACTUAL SIZE =30 WIDE % LONG X _�0_' DEEP o _6000---cUFT.
• _ Da. = _____cuff
or Effluent flows to Sediment Basin #3
low wn/.eror�—
iY N y
goblic
Cross section .
Wag, is .et by \2$' O.n1il 67 Is, "Wemenl
We,
1 mC toy,in aY \
5' �',d
rotor 1; nr I lola. . rw,w mn+^e
Stone section

SEDIMENT BASIN _
Q = CIA
ACREAGE _ _ •4__ACRES
t _6 INCHES (24 HR 25 YR. RAINFALL) -
C = _0 . 75
1800 CUR/ ACRE x _ 2_4 __ACRES = _ 4320____ CUR.
DESIGN SIZE _ 4320 _Cuff.
ACTUAL SIZE _ _25 WIDE % 75 LONG % _6_' DEEP = __11 250 CUR.
• ___ Du. _ _____CUR
m I
1no0 <Wt/an I
me
Fie,'t,wk
Cross section
Osy lop 1 Onoil 6 to, setMment
t5 r. min-1 " . \
5' mm fiu I A IFay�h goyu
44
sloyv too It do"
nn., raec
w a=•a
Slone section

• a
•
SEDIMENT BASIN # 12
... .. _ .. .
O = CiA
ACREAGE _ ___3_5____ACRES
i = 6------INCHES (24 HR 25 YR. RAINFALL)
C
_ 15.75
O ________ CUFT.
1800 CUFF/ ACRE x __3.5.....ACRES = 6300..... CUFf. ..
DESIGN SIZE = 6300_ ___CUFT. - . .
ACTUAL SIZE = ZQ WIDE % 150' LONG % DEEP 24 . 000 CUF7.
____ ___
MINIMUM RISER SIZE _ _ 18 INCHES
MINIMUM BARREL SIZE = 18 ___ INCHES
•
III-.I
—:III111
_IK.II I-EIJ : �
' ll
.� -n_Qlr,_=?1u1ll==iTll�I1_=I¢IIu==IL,I1=I0.InI==TIIr_111=:1l'I9>IlIl__U1jI"llI"�I'J=I�9I�I=-1LL-'1lI==nI_LNyI-I=II_ILm�I.L-III.LL.Ii'I^naI r=�1 I1-
=m�
-111"l1n-,im't
iwn v.ep µni.a x un. .um. mN, u u wi

SEDIMENT WIN # _ _ 13
CiA
ACREAGE _ _ 2_3 ACRES
I = _---k___1NCHES (24 HR 25 YR. RAINFALL)
C = _o_25-
0 = 3_45 CFS
2. 3 4140
1800 CUFT/ ACRE x _____ACRES = CUFT.
DESIGN SIZE _ __ 4140 ____CUFT.
ACTUAL S12E _ ' WIDE X ___' LONG X __' DEEP' ><'_'___CUFT.
• _ 20 _ Da, = 2513 _CUFr
< R,pmn Sid
Y I`�•�"nlv �uY.i
Cross section
,� 3 r. mn1
oMItio- ul a
pq
nll., IaYr¢ .m aw' �w�i a.ra
Stone section
•

• s
SEDIMENT BASIN # = ___14
Q = CiA
ACREAGE _ _ 0_5___ACRES
I = 6 ____INCHES (24 HR 25 YR. RAINFALL)
C _0-2_5____
Q _2125__— CUFF.
1800 CUFF/ ACRE x _____ 0_ 5 _ACRES = _____900____ CUFf:"
DESIGN SIZE _ ----90Q —_------CUFF.
ACTUAL SIZE _ _25 WIDE X M_' LONG X _ 8 _• DEEP = _6000---CUFF.
MINIMUM RISER SIZE _ __1 8 _ INCHES
• MINIMUM BARREL SIZE _ _�L INCHES
cm.,e..., ..:...,
Ir
' -III=11 �'— =III—III'III"II
=11PIII — 11=IIIIII—I1119
III—III_III_III—III—III=III—III_
'=lllilllll � L�II=III.III.III.III=II_1=1—ICI---IIL—III_

SEDIMENT BASIN _ �5_______ .�
0 = CiA
ACREAGE _ _1 . Z-_____ACRES
i = _6_____INCHES' (24 HR 25 YR. RAINFALL)
C _ 0 . 75
0 = _7- 65 CUFi.
1800 CUFF/ ACRE x _____j_2__ACRES = ---3060..... CUFF.
DESIGN SIZE _ ___3Q6-4_--____CUR. '
ACTUAL SIZE = 25 —_' WIDE % _30 • LQNG X B DEEP = _ 6000 --CUR.
MINIMUM RISER SIZE = __ 1 8 INCHES
. MINIMUM BARREL SIZE = —21 __ INCHES
III n,.. aw m. Pawl T."." ....
III—III 11=111I 111=III—III—III=1C " `"'
vIIlFlll=111=III=III=II=III=III'-
'=11111111 aW..� 1(1—III=III=III=III=III=IILIII—III=III "
=III-III m=iTr=iTi=ui=iTi=ii—iT'=r �M1-
•

0 0
•
SEDIMENT BASIN If _ _15___
Q = CIA
ACREAGE _ 1 • 5 _ACRES
1 = 6 ___INCHES (24 HR 25 YR. RAINFALL)
C o 0 . 75 __
0 = _6_75 _ CFS
two CUFF/ ACRE • 1 . 5 __ACRES = _ 2700___ CUFF.
2700 . . .. ..... .... .... .
DESIGN SIZE onCUFF.
ACTUAL SIZE _ ' WIDE X ___' LONG X __d_' DEEP by ----___CUFT.
• 20 ou. = 2513 _CUFT
�* Discharges_ nto Sedimmentt Basin 3'
rew cmi/on. \ L-77 rb I
Noll wbeic
Cross section
Wayn x°\ rep \21' Ov,ue 6 rm ael mun
�r��r,, r . m 1 \
. mo. ,T 6°:: °not°Ilso O�l
+ abp° p W pmm
r m: . o..
Stone section
•

SEDIMENT BASIN
0 CIA
ACREAGE • 9 ACRES
i = _6_INCHES (24 HR 25 YR. RAINFALL)
c = 0 . 75 ..
0 = _ 8_, 6 CFS
1000 CUFT/ ACRE s _—L t9_ACRES = _3420__ CUFF.
DESIGN SIZE 3420 CUR.
ACTUAL SIZE _ _.LO—_' WIDE X QQ_' LONG X DEEP = _33� 600 CUFF.
• _ _ DIA. ___—__CUFT
Cross section
Ltmc+ top v- m.o;
\ m=da m:.1 _\
5' mo. l:ur9anc.°t Cana
/ `.. 1 o ,i'oo, wn°a e.m
re, t °. .ua� \
putWll groena
Stone section

® 0 1
LEDFORD ENGINEERING INCORPORATED
Environmental Consulting Engineers
56 Ravenscroft or.
P.O. Box 2217
ASheyme, NC 28802
1704)255-7596
1-800-654-8891
FAX[phone]
April 24, 1995 R
Mr. Tony Sample oEyN�FO
NCDEHNR
Land Quality Section _
P.O. Box 27687d. '' Slb�
Raleigh, NC 27611-4574
Re: Chalk Mtn. Permit Renewal 61.06 _ +� Line OsA
FcTION
Dear Tony,
Ledford Engineering Inc. of Asheville, NC has been retained by The Feldspar
Corporation in Spruce Pine to assist in the permit renewal process for the Chalk Mtn.
operation. The letter of August 24, 1992 has been addressed and the responses
enclosed.
We look forward to your approval of this permit renewal. If you have any questions,
please give us a call at 1-800-654-8891.
Sincerely,
W. Michael Lewis, EIT
Ledford Engineering Inc.
cc: David Marek, Feldspar Corporation
Tom Freeman, Feldspar Corporation
Mark Ledford, Ledford Engineering Inc.

/ %
�r ..
�' r
��.
C� � '�
� �
�'�

THE FELDSPAR CORPORATAION
CHALK MOUNTAIN MINE
MITCHELL COUNTY
MINE PERMIT 61-06
PERMIT RENEWAL
APRIL 1995
Prepared by:
Ledford Engineering
56 Ravenscroft Drive
Asheville, NC 28801
lb%2t5, o�
~�'�����a,:;���-� •'OHO
.,

•
CHALK MTN. MINING PERMIT 61-06
In reference to the request for information dated August 24, 1992, the following
responses are offered:
ITEM 'I - Sediment Basins
Utilizing the design criteria as detailed in the letter of August 24, 1992 and the NC
Sediment and Erosion Control Planning and Design Manual, the As-Built sediment
control measures, including sediment basins and rocklined ditches are shown on the
map titled, " Chalk Mtn. Sediment Control." A design sheet with details is attached for
each basin. Details of typical sediment controls are shown on the drawing titled, "Mine
• Details."
The basic concept in controlling sediment and erosion at Chalk Mtn. involves a series of
graded areas, rocklined ditches, sediment basins and rock check dams. Flow is
directed to smaller basins with large basins utilized as a final check against offsite
erosion and sedimentation.
Currently, a permit modification has been submitted for the area denoted as " New
Crusher Site ". This submittal addresses areas outside the permit modification.
Rocklined ditches border the main haul roads. A typical cross section is shown in the
drawing titled, "Mine Details". Rock check dams are constructed every 25' - 50' along
the rocklined ditches. The flitches have been intentionally oversized. Calculations for a
typical section of rocklined ditch follow this report.
Since the initial permit renewal submittal, a new sediment basin has been constructed in
the southern most section of the mine. The basin is labelled number 17. It receives flow
from basin area 1 and discharges into the bordering creek.
•

Mining in the southern section is slowing. Future mining will expand into the area
immediately north of the southeastern pit. See map. Expansion to this area will take
place pending an extensive drilling program and computer modeling for reserve
determination as well as mine planning and design.
Expanding the pit will allow the area adjacent to the creek to be backfilled, stabilized and
reclaimed. Plans for reclaiming this area are in the design phase as of this submittal. A
permit modification will be requested once decisions are'made.
ITEM 2 - Cross-sectional View of Pit Walls.
A cross-sectional view of a typical pit wall in the Chalk Mtn. mine is shown in the drawing
titled, " Mine Details ".
s
ITEM 3 - Acreage Discrepancy
In 1982, the Chalk Mtn.Mine permit renewal was for 246 acres. The 1992 Chalk Mtn.
Mine permit renewal was for-197 acres. In an effort to determine the reason for the
discrepancy, care has been taken to assimilate all the available surveying data and
maps. Utilizing computer mapping and calculations, the resulting acreage, to the best of
our knowledge and available data, is 203.53 acres. This represents a difference of
42.41 acres. No boundaries have been modified nor have any parcels of land changed
hands. The physical boundaries are the same. The correction of the discrepancy
should be considered as'an effort by The Feldspar Corporation to distance themselves
from past "estimates" of acreage to more accurate methods, i.e., computer mapping.
All of the leased land is to be covered by the permit. The land owned by The Feldspar
Corporation in the Northeast corner is not to be covered by the permit.

i
ITEM 4 - Permit Boundaries
All available maps have been assimilated and boundaries are shown on the current map
titled, " Chalk Mtn. Sediment Control " and " Chalk Mtn. Reclamation °. Boundaries
shown are based on the best available data.
ITEM 5 - Nearest Dwelling
The nearest dwellings are are shown on the Mine Maps. The distances are as follows:
Dwelling 1 : 913 ft.
Dwelling 2 : 1494 ft.
ITEM 6 - Waste Dumps
A detail of a typical waste dump is shown on the drawing titled, " Mine Details", Waste
dumps will be kept at 2:1 slopes with 40' lifts and 15' benches. The dumps will be
roughened and seeded to establish a vegetative cover as quickly as possible.
ITEM 7 - Reclamation
The Feldspar Corporation Chalk Mtn. Mine is planned to operate through the extent of
the requested mine permit, i.e., more than 10 years. As drilling programs and
production develops, the design and appearance of the mine can and will drastically
change. However, many basic structures will be left when final reclamation does occur.
The areas to be left as part of final reclamation will be shown on the drawing titled, "
Chalk Mtn. Reclamation".

ITEM 8 - Wildlife Resources Commision
The comments given by the Wildlife Resources Commision have been addressed in the
following manner:
1 - The berm protecting the small stream along the southern boundary has been
repaired and regular inspections and maintenance occur in this area.
2- Seeding occurs as quickly as possible in areas where land has been disturbed.
These responses should address questions raised in the letter of August 24, 1992. If
you have any questions, please contact us at 1-800-654-8891.
•

SEDIMENT BASIN
0 = CiA
ACREAGE _ __2 5•9_—_ACRES
i = ___6_—_INCHES (24 HR 25 YR. RAINFALL)
C = _0_75
0 = 116_6 _ CUFT.
18(N) CUFT/ ACRE x _ 25. 9 __—ACRES = _46620 CUFT.
DESIGN SIZE _ __46 PA70 ----_—CUFf.
ACTUAL SIZE _ —124_' WIDE X —10—I LONG X __�?' DEEP = __148s801EUFT.
MINIMUM RISER SIZE = _�8 INCHES
• MINIMUM BARREL SIZE _ 9 INCHES
w�z ws y
' .III= • .p,= , �� =III=III=111=III— N=•�• •u�,w
911=III =III=111—III—III—III=
III—II - o- —IJ—III=11_I=III=111=Ill=III— „p.
=III=III ., ...� —III—IL—III—III=—Il III—III=III=III_
I pill
'911111111 " L—llt=T—iTi=iii=au—TI=iTi�iLLL=LL -
111_�r_F— _ _ _m— —1 pmil- — — — — —
ue,
.mow
' 1 Flip
.n.:
•

® o .
SEDIMENT BASIN III
0 = CIA
ACREAGE _ ___1 7. __ACRES
I = _6"__INCHES (24 MR 25 YR. RAINFALL)
C 0 .75 _
0 _76.5 __ CUW
1800 CUFF/ ACRE x _ V 7 cQ___-,ACRES CUFT.
DESIGN SIZE _
ACTUAL SIZE = _____r WIDE X __' LONG X ----- DEEP = _8978 CUFT.
MINIMUM RISER SIZE = _18--_ INCHES
• MINIMUM BARREL SIZE _ —21__ INCHES
Effluent flows to Sediment .Basin k3
_ _ rbs-q w ry pieip4
I_III—I Iron r[[[ ; [r.e..w r n"
:III= —I)I-III--11[ l— Vim.. .e[M1aa
-111=1_ LII—III—III—III=III-III—I ., r,o.-0w
III—II . o �,° — III—III—III_III—III-Ill—III— E:, ,w[. m..
'I=II=1� .�`;= Ill=Ill=ul-III-Ill-11=ITI_ITI-1fj=
III—III m—In—Ti—w=ITi=ITi—T= _ — —
III-111_
eie« "°" ,N c.-.n rn.., x• owl
wow n.em.a ..n.r
pu W P

SEDIMENT BASIN # _ -_-_ 3
0 = CIA
ACREAGE _ _�••3—__—_ACRES
i = 6___INCHES (24 HR 25 YR. RAINFALL)
C _ 0 .75
0 = __ 32 _85 CUFT,
1800 CUFT/ ACRE x __7°3ACRES = - ---- CUFT.
DESIGN SIZE _ ___13140_______CUFF.
ACTUAL SIZE = 250 _' WIDE X 200_' LONG X Z ' DEEP = 600, 000 CUFT.
MINIMUM RISER SIZE _ _ 18 - INCHES
. MINIMUM BARREL SIZE = 21___ INCHES
Adequate to: handle total site flow -
-
01
-'I 111- _ III 111111� ",�°Io-Illlj IIIII I-II °. �.� ��IILIIIII I IIIIIIIIIIIII Illm^.^•^ •.•^aN"4e
_III-III I ITI-III_III III II II =III III n _ `• "".

•SEDIMENT BASIN P = 4 _
0 = CiA
ACREAGE . _23 .8 ACRES
i = 6 INCHES (24 HR 25 YR. RAINFALL)
C 0_75 __
0 = _ 1 07 . 1 CFS
1800 CUFF/ ACRE x 23 . 8 ACRES = 42, 840_ CUFF.
DESIGN SIZE _ 42 , B40 ___CUFT.
ACTUAL SIZE _ _100 . VIDE % 80_. LONG x _8 DEEP — _64_Z 000 CUFT.
• ___ DIA = ____CUFT
T
en
r.�o, moos
Cross section
W+bo w mo a dmn a m, . nl.=
r Mo. [m.,q.oev� -oo.m
do oup of own
ru, mmw I ie�aa soo, a we..e
Stone section

SEDIMENT &SIN # _ 5
0 = CiA k
ACREACE — 0. 8_ACRES
i = 6 _INCHES (24 MR 25 YR. RAINFALL)
C = _ 0 .75__
D = 3 . 6 crS
1800 CUFT/ ACRE x 08 _ACRES = _1490 CUFT.
DESIGN SIZE 1490_____CUFT.
ACTUAL SRE = _60 _' WIDE x 90 LONC x 10 ' DEEP = 24rOD0CVFf.
• ____ DW. = ____CUFT
mrl
law C&Vccre f.Z4�f♦!♦'
11 �
lr�i�4E}+YF
fIA
mre. rao .
Cross section ' d
Oevigr a .0 iw 11' Oveail 6 for ael mml
s me. nu ' cm.mzy er-e...
a aoo. s ea.. .wea
ene imrt •�+ �a � for .� mm
NOlurcl yrewC
3 min.
Stone section

SEDIMENT BASIN #
0 CIA
ACREAGE Z 3 _ACRES
i _ 6 _INCHES (24 HR 25 YR. RAINFALL)
c = ^ 0 . 75
0 = _10_35 CFS
1800 CUFff ACRE • _ z •3_ACRES = _4140 CUFr,
DESIGN SIZE _ 4140___�CUFr.
ACTUAL SIZE = 50_' WIDE X 30 LONG X 8 DEEP =12. 000__CUFT
• ____ OIL = ___CUFr
seao EmV�,. -- 4, � gfl 1a9 sln
511ar Ie4n'C
Cross section
o V. mo x,- o..f;m r i.. ul.m.m
"\ 0. 11
r4 m.1
E n.ye.feo. F .rol laW
i m
.. sins r.ena I,Mo.a. . wtural a,oury
mi.
Stone section

SEDIMENT BASIN
0 e CIA _. .. . . . .
ACREAGE _ 2 .ACRES
1 = _ 6 _INCHES (24 HR 25 YR. RAINFALL)
p = 0.76_
•7_ CFS
1800 CUFr/ ACRE x __ 2' 6 ACRES 4680 Cu FT.
DESIGN SIZE = 4680CUFT.
• ACTUAL SIZE = 20 _' WIDE % 30_' LONG X _8 DEEP = _4800___CUR.
Dw
ieao wa/von �I^ ^'�
Cross section
Cuyn • 100 xf a.Ma 6 Ipr It
4 la
paw
nu, mm ,.sae aw. m
riots m mp,.e
mm.
Stone section

•
SEDIMENT BASIN If = _8
0 = CIA
ACREAGE _ _Il. 8 ACRES
i __6_INCHES (24 HR 25 YR. RAINFALL)
C 0 . 75
0 = _ 3.6 _ cFS
isoo CUFF/ ACRE c D _ 0 ACRES = �.940 __ cuF .
DESIGN SIZE _ _4D__—_CUFT.
• ACTUAL SIZE ='1SL-' WIDE X 20_• LONG X-7^ DEEP• ='_2240 CUFT.
DIA _ _CUFT
I i, raao mn/oa,. I m�.�l
—`rTsn
rJa, ro ,lo
Cross section
NiV. Selild 1oa 3 averlir 6 1 r 911flemell
s mo. Iar [m•a Jr Jr-�
ab. sic" b ate•I J aellhe
am
(pe I4d4 / \ WWI Ne1\, 9 unJ
m.n.
• Stone section

SEDIMENT BASIN / = __9____
C = CiA
ACREAGE _—2.96—ACRES
I = __6 __INCHES (24 HR 25 YR. RAINFALL)
C = _0;75 _
O = _ 3_3--- CuFT.
1800 CUFT/ ACRE x __�'96_ACRES = __5328 CUFr.
DESIGN SIZE _ __5328 ___—_CUFT.
ACTUAL SIZE _ _30_' WIDE % 2(L—' LONG X �0_' DEEP = _6000__CUFT.
MINIMUM RISER SIZE _ _�8 INCHES
• MINIMUM BARREL SIZE = 21 INCHES
w gMipl
_ B( �mpmoa nw.
III—II II—III—III—III—r—III—I •'" ^"•
III—II - be�.9. .we 11-II—III.III—III—III—III—L_
II�III IIIII ar..w _III.111�11=III=III-III-III—III=III_
ITI_III'cnr- n_ _ _ _rr_Rr_nr_�_IiT_—� �yj-nr—ngur_m_I z'_
•

•
SEDIMENT BASIN #
0 CIA
ACREAGE _ _ 26176 ACRES
i = _ 6 INCHES (24 HR 25 YR. RAINFALL)
C 0_75
o = 1 20. 4 CFS
1800 CUFT/ ACRE = 26. 76__ACRES = 48168 CUFr.
DESIGN SIZE48168E _ ____CUFr. . . .
ACTUAL SIZE =3 0_' WIDE % Z2_' LONG % 100 ' DEEP m _6000 __CUFT.
• ___ CIA. _ ______CUFT
* -Effluent flows to Sediment Basin k3
Imo aMppre )�
r
Cross section
Um,gn pel\ too \ o.ema a IQ, SePLION"W"t
Emeryercv-oov
6 qID. nl.a
skLo° LIP b Iem
Olen lobic . vide elope •Nol\I 9raunp
mn.
• Stone section

SEDIMENT BASIN
0 = CIA
ACREAGE = 2 . 4 _ACRES
I _6 INCHES (24 HR 25 YR. RAINFALL)
C _ 0 .75
0 = _10_9 CFS
1800 CUFF/ ACRE x _ 2.4 __ACRES a _ 4320 CUFT.
DESIGN SIZE = _ 4320 __CUFT.
ACTUAL SIZE _ _29 _' WIDE X 5_' LONG X _6_' DEEP = _11 250 CUFT.
• ___ OW. m ____Cu T
5
In.
RS6fE
1e2o c.n/ou. 51
Cross section
dagn settled b° \21 O.vIIY 6 to? 1e1 emeu
� desse.t�5^ r m;n1
y .,.. mi / •. Emy es-2 m
lls
..Y. el e . ukewa
I
�
nn ran w a =..a
m,..
• Stone section

SEDIMENT BASINS = 12
Q = CIA
ACREAGE = 2 .4
__ACRES .,
i = 6 ___INCHES (24 HR 25 YR. RAINFALL)
C 0 . 75
Q = _ 10. 8 CFS . .
1800 CUR/ ACRE K 2. 4 ACRES = __ 4320 Cu".
DESIGN SIZE = 4320 ______CUR.
ACTUAL SIZE = 30 WIDE x 10_' LONG % 8 _' DEEP = __2400 _CUR.
• DIA. _ __CUR
(gggggµyy��yi -r
1900 cull/Cne A
Cross section
0.vy.. bn 2t. 0.erA 6 r rbmenf
\\ IW.,
mrm+r�n '.5' l-4' min-' \
5' MC. fill,
ie E er9enq pr'V[a
I'mce al[ye• •. Iq� pl CamOf
01rx 1[ptl[ mope
Not I9...a
• Stone section

SEDIMENT BASIN 4' = 13
0 CIA
ACREAGE _ __0_23 ACRES
i = _6__INCHES (24 FIR 25 YR. RAINFALL)
C _ 0 .75 _
o = __7 .0 CFS
1800 CUFT/ ACRE x __ 0 .23 ACRES = 414 CUFT.
DESIGN SIZE = 41 4 __CUFT.
ACTUAL SIZE _ ' WIDE X __' LONG X DEEP = _____CUFT. "
20__ Du. = 2512 _CVFT
>1 1 m
Cross section
Cesgn a Wee mO 21' a..uu E le, qctftmAk
\n'\�
5' moe fill
2 .� `2.) iEa ObOa bO elOpne k4
Rt,, 1:bi IJ,d& 51Ope
No ul ground
]' min.
• Stone section

o •
SEDIMENT BASIN # _ 14
Q = CiA
ACREAGE _ 0_5 -__ACRES
i = 6 _INCHES (24 HR 25 YR. RAINFALL)
0 = _�,,,25 CUFF.
1800 CUFT/ ACRE z 0. 5 -ACRES 900 CUFT. "
DESIGN SIZE _ ----900 _____CUFF.
ACTUAL SIZE - 25__' WIDE X 30 _ LONG X _8_' DEEP = 6000_-_CUFF.
MINIMUM RISER SIZE = __1 8_ INCHES
• - MINIMUM BARREL SIZE INCHES
ITI=11 -�� =lil'l11=111=III- <�w•u-• • "
III=11 III-II:'=III_IIIE31f_IIIJ ' '°"°'""�
III=11 . -III_III=III-111911= =III=
"-III=III 1= - _ =T1= Ii1=1II91�I-ITI=m-

•. s
•
SEDIMENT BASIN # _ ___15______
0 = CIA
ACREAGE _ _I . Z-----_ACRES
i = _ 6_INCHES (24 HR 25 YR. RAINFALL)
C _0 .75_-
0 e. _7 . 65 CUE . ... .. . . .. .. .. . ..
1800 CUFT/ ACRE x _____l_I__ACRES = __ 3060 _____ CUFT.
DESIGN S1ZE _ 3Q6-0__-______CUFT.
ACTUAL SIZE = 25 __' WIDE X _30 ' LONG X §___' DEEP _ 600Q__CUFf.
MINIMUM RISER SIZE _ 18 INCHES
• MINIMUM BARREL SIZE _ _�� INCHES
Fn..gaRr en
'-III-I IIIIII�IIII '•, ep• �e,a� 9�•:� " �-1-�T1-III=11111111PIIIIIII III II III-II_I-11^= `m+'�e'm•�
III=11 III-III=III=U=�-111=1 ^0°'°"°"
=III II - III—III=111—III—III=Ill=III=111_d _. m„
ene Ibidion ena=i 1 a Cuo-nit omen. itl a ey edw Swexua evt6t
r=.
•

SEDIMENT BASIN d = _�.,6___
0 = CIA
ACREAGE _ _ 1 • 5. ACRES
i = 6 _INCHES (24 HR 25 YR. RAINFALL)
C = 0 . 75
0 = _6 .75 CFS
1800 CUFF/ ACRE e _6� 5 —ACRES = _2700___ CUFT.
DESIGN SIZE = _ 2700 _CUFr.
• ACTUAL SIZE _ ' WIDE X __' LONG X _—a_' DEEP = _____CUFT.
—20—_ DIA. _ ?�L13�_CUFT
*.Discharges_ into -Sediment
Basin 3'
gg pn 5
IpOn[
Cross section
Oaign a•\ lep \ 0...IiY 6 Iv, aeNam.m
;5 r. z
W \
!n 6 Geior vItIM
/ .�e. a.p. top r aam
mr., phi, .bm. IIIIF. rvm cl e,puna
m
• Stone section

SEDIMENT BASIN
0 = CIA
ACREAGE m T .9 ACRES
1 = _6_INCHES (24 HR 25 YR. RAINFALL)
C 0_75 __ .•
D = _ 8 . 6 CFS
1800 CUFr/ ACRE x __1_9 _ACRES of _ 3420__ CUFr.
DESIGN SIZE _ 3420 `_CUFT.
ACTUAL SIZE _ _20 WIDE X' 40_' LONG X _ 12' DEEP = _331600 CUFT.
OIA. = ___CUFT
T�� I
rm. I'aanp
Cross section
Mrv^ _\ top \ 0..rtW 6 few ..ume,.sl
mol
,�=�', m�.1
v ma. nu E^•.,e=gar er-pa..
/ mae slap. ion oinem m.e
nm. mn,x ( eiee . n. x tudal am .a
Stone section

o 0
Trapezoidal Channel Analy2in Oe iqn
Open ChAnnol - Uniform fl-tq
Wnrknhnek Name : RLD I
Comment : DEPTH FOR 2 .0 CP;
Mvs For Dapth
Given Tnrut Dnta :
Bottom MAC — , 2 .00 A
Left Side Mope — 2 .00 : 1 ( H:Vt
Mht Ode Slope , 2 .00: 1 Wv )
M"Mng 's n . . . . . 0 .030
channaL slope . . . . 0 -0100 fr/A
Discharon . . . . . . . . 2 .00 cfF,
Computed Results :
Depth . . . . . . . . . . . . 0 .06 Q.
VOWAY . . . . . . . . . 2 .07 fp:-:
Flow Top Width — 3 . 41 Q.
AM Wetted Perimptar . 3 .60 ft
rriticql Depth . . . 0 .2p f I..
Critical Slope . . . 0 .022A M/K
Froucl;-- NUmbar . . . . 0 .68 ( flow in Subpritirml )
Opon ChAnnal Flow MoMe , Varninn IM Y ) IMI
Hnnyhod MkKhadn , Tna , * s7 Rrvoksidp Rd w wav -mury , ru mm-.-

s+
Department of Environment, Health, and Natural Resourc n
Division of Lind Re-�oUrces
James G. Martin, Governor August 24 , 1992 Charles H. Gardner, P.C., P.E..
Mr. John D. Laws-.:
Feldspar Corporation
P.O. Box 99
Spruce Pine, NC 28777
Re: Chalk Mountain Mine Renewal
Mining Permit No. 61-06
Mitchell County
Dear Mr. Lawson:
The initial review has been completed on your renewal request
for the mining permit for the Chalk Mountain Mine in Mitchell
County. The following additional information is needed to complete
our review:
I) Additional sediment and erosion control information is
needed. Any measures, such as rip rap lined ditches,
sediment basins, or sediment traps, . that have been
proposed or installed in the past 6 months or any
measures to be upgraded (by the installation of riser
pipes) must have supporting design information. The
minimum design criteria are as follows:
a) 1800 cubic feet per disturbed acreage for' sediment
basins and traps,
b) all spillway systems must be capable of handling
the 25 year storm event.
This design information can be obtained from the North
Carolina Sediment and Erosion Control Planning and Design
Manual available through this Department. These minimum
criteria must also be met in the resubmittal for the
Wiseman Mine, Mining Permit No. 61-02.
It appears that additional sediment and erosion control
measures will be needed along the southern section of
Area E where it encroaches on the branch. Since the
creek is a permit boundary, the minimum buffer .of 200
S feet must be maintained. Sediment and erosion control
measures must be located outside of the buffer.
Ccak4cal Survey Seetion Land Quality Section G"xjetic Survey Sciaon
[phone] (9141 733-4.574 [phone]
P.O. Box 27687 kilcigh, NCB. 270,11 7o87, 0 Tcicp}Kme(91111 733.3833

Page 2
Auaust 21. , 101-
Furthermore, all sediment and erosion control measures
such as rip rap lined ditches must be located on the mine
map. Typical construction details for all measures,
existing and proposed, must be provided.
_.:ai cr: :Z: _ _ _:r of t•r,e pit Walls
indicating the benching of the walls for stability and
safety must be provided. .The cross section must also
show the highwall barrier to be installed during the life
of the mine at the top of the pit walls.
3) In 1982 the renewal was for 246 acres, of which 5 acres
were owned and 241 acres were leased. This renewal
request is only for -197`�acres of leased land. Please
:f explain the discrepancy Any areas that were previously
covered by the permit that are not to be covered by this
renewal must be formally released by the Department. Is
. all of the leased area to be covered by this permit? Is
the land owned by Feldspar Corp. adjacent to the leased
land to be covered by the permit?
i4) The permit boundaries within the area that is mapped at
1"=50' must be indicated on that map. - The buffer zones
must be inside of the permit boundaries and should be
scaled off on the map to avoid future encroachment.
5) Locate the nearest occupied dwelling to the permit
boundaries and excavations on the overall mine map.
6) The waste dump areas must have slopes that are 2
horizontal to I vertical or flatter to provide stability.
7) - A detailed reclamation map is required, showing the
locations of any structures, roads, rip rap lined
ditches, or fencing to be left as part of reclamation.
Furthermore, the areas where trees are to be planted must
be clearly indicated on the reclamation map.
8) During the course of our review, comments were solicited
from the Wildlife Resources Commission. Attached is 'a
copy of their comments . Please address their comments in
your resubmittal .

Page 3
August 24 , 1992
9) The attached Land Entry Agreement £oz:: be signed �v
the landowners of any properties covered by this mining
permit. .
T17 \n7-7C77-� "►".Y1^n nU- 777-77
.7 T 7-, SJ -m r7
In order to complete the processing oLf } . .._. ..... = �_., s
please forward two ( 2) copies of the requested information to my
attention at the following address:
Land Quality Section
P. O. sox 27687
Raleigh, N. C. 27611
Please advise at (919) 733-4574 if you should have any
questions on the above.
S' cereiy,
Beth U. Chesson
Assistant Mining Specialist
Land Quality Section
BUC\
cc: Richard Phillips

�'1 •�;1�,4 ,k). . 1'
40
93 North C,.:• -olina Wildlife Resources Col ` sign a
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Beth Chesson, Assistant Mining Specialist
Land Quality Section
FEOI•i: Dennis Stewart; Manager
Habitat Conservation Program
DATE: August 17, 1992
SUBJECT: Application for mining permit renewal by Feldspar
Corporation for Chalk Mountain Mine, Mitchell County,
Mining Permit No. 61-01
Staff field biologists of the North Carolina Wildlife
Resources Commission (NCWRC) have reviewed the mining permit
renewal application submitted by Feldspar Corporation for Chalk
Mountain Mine in Mitchell County. A site visit was conducted
with Mr. .Tom Freeman of Feldspar Corporation on August 6, 1992.
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. ) .
ha " = ' �M• ' - �; '' to mine
h� a 1. cant :5 ��. L�r r a IC _ ... e:- t.t':: ray.. a:..A.
feldspar, mica, and quartz by shovel and truck at the C:ialk
Mountain Mine located off US .19E in Mitchell County, A maximum
of 90 acres will be disturbed and unreclaimed at any one time.
Sedimentation control measures consist of sediment basins, check
dams, and berms. A small stream (2 feet bankfull) flows through
the mine prcpez ty and is protected from sedimentation by a berm.
No washing of mined material takes place at this site; therefore,
there is no discharge of wastewater- from the mine. Waste areas
to be reclaimed will be seeded with sericea lespedeza, Kentucky
31 fescue, rye, and red clover.

• The NCWRC does not object to the issuance of t:iis permit,
provided the following conditions are met by the applicant:
1) The berm protecting the small stream from sedimentation
should be repaired where it has been breached, as discussed
on location with Mr. Freeman. Other sedimentZ. _on control
measures appeared to be adequate.
r25 SvOI'i a:� Y`n
control. Mr. Freeman indicaLad that th_,
project for Feldspar Corporation.
In addition, Mr. Freeman requested information on plant
species often recommended by the NCWRC to plant in order to
benefit wildlife. Besides red clover, these might include the
following:
Early spring: Switchgrass 8 lbs/acre
VA 70 shrub lespedeza 20 lbs/acre
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 we can be of further assistance, please advise.
cc: Ms. Stephanie Goudreau, Mt. Region Habitat Biologist
Mr. Chris Goudreau, District 8 Fisheries Biologist
Mr. Jack Mason, District 8 Wildlife Biologist .
Mr. Tom Freeman, Feldspar Corporation, P. O. Box 99; Spruce
Pine, NC 28777

A
•
APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT -
We hereby 7rant to the Department or its appointed representatives the right of
entry and travel upon our lands nr r)erat.ion during regular business hours for the
. Fa-.r;:a c: c.:ak ::, necessn:; a:; ,. r . :_ .ao:;iai'r
required in the administration of tn:a !Ac_.
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*
• ..Lnt Name: /� URJi o� lreK
Title- CO Geoo 16q � s1���
Mine
Company: / n ' g�'/o/s. 7fr
*Signature must be the same as the individual who signed Page 1 of this application
for a Permit.
**Two 2 copies of the completed application, two copies of all maps, and the
arrrooriate processine fee (see next page for fee schedule). in the form of a check
or money order payable to the North Carolina Department ofEnvironment, 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.
•
is

I '
TelephoneN.C. Department of Environment, Healtb, and Natural Resources
Division of Land Resources, Land Quality Section
1 '
Dam: 1
i ■ Placed El
Opm Recurred
I.Project: 0 r
9Op) __Tclephone:
3.Affiliation:
J ? /
mil• /'�/q/!�L . J� ev, _ !I_ _
z' ,p i .y, /A, �e��
kf
r r
/
r. r .L�...� UJ
! /
A / /�
UAA�� PEW-
r
T
24
i U
cc: fAWHIP '/)wr; I o, ,7 Piled by:

7,�FB/ds a�
Post Office Box 99, Spruce Pine, NC 28777
A subsidiary of Corporation [phone] FAX: [phone]P .�
9-9-93
Mr. Tracy Davis Sc,
NC Dept. of EHNR rT7� !
Land Quality Section
P. 0. Box 27687
Raleigh, NC 27611-7687
Dear Mr. Davis,
This letter is to confirm our conversation on 9-8-93 concerning Mine
Permit applications for The Feldspar Corporation's three mines.
The Feldspar Corporation plans to upgrade it's present facilities and
raise production output over the next two years. The plans for this
expansion are incomplete at this date making submittal of a true
application difficult. As per our discussion I ask that we be given
extra time for submittal, due to the uncertainty of the expansion plans.
At such a time as plans are approved, then we can submit the permit
application without having to amend it several times. Plans are being
put together now and should be usable for permitting purposes by late
November making our submittal to your office around-the first of 1994.
The permits affected are, Chalk Mountain Mine Permit #61-1, Altapass
Mine Permit #61-16, and Wiseman Mine Permit #61-2. All these mines are
operated by The Feldspar Corporation and are in Mitchell County, NC.
If you have further questions or if I can provide more information
please contact me at (704)-765-8955, or (704)-765-5500.
Sincerely,
The Fel spar Corp ation
mas (Tom) Freeman

r
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
James G. Martin, Governor August 24 , 1992 Charles H. Gardner, P.G., P.E.
William W. Cobey, Jr., Secretary Director and State Geologist
Mr. John D. Lawson
Feldspar Corporation
P.O. Sox 99
Spruce Pine, NC 28777
Re: Chalk Mountain Mine Renewal
Mining Permit No. 61-0,0.�
Mitchell County
Dear Mr. Lawson:
The initial review has been completed on your renewal request
for the mining permit for the Chalk Mountain Mine in Mitchell
County. The following additional information is needed to complete
our review:
1) Additional sediment and erosion control information is
needed. Any measures, such as rip rap lined ditches ,
sediment basins , or sediment traps, that have been
proposed or installed in the past 6 months or any
measures to be upgraded (by the installation of riser
pipes) must have supporting design information. The
minimum design criteria are as follows:
a) 1800 cubic feet per disturbed acreage for sediment
basins and traps,
b) all spillway systems must be capable of handling
the 25 year storm event.
This design information can be obtained from the North
Carolina Sediment and Erosion Control Planning and Design
Manual available through this Department. These minimum
criteria must also be met in the resubmittal for the
Wiseman Mine, Mining Permit No. 61--02.
It appears that additional sediment and erosion control
measures will be needed along the southern section of
Area E where it encroaches on the branch. Since the
creek is a permit boundary, the minimum buffer of 200
feet must be maintained. Sediment and erosion control
measures must be located outside of the buffer.
Geological Survey Section land Quality• Section Geodetic SLirvcv Section
(919) 733-2-123 [phone] [phone]
P.O. Box 27687 • Raleigh, N.C. 27611-7687 • Telephone[phone]
An Equal Opportunity Affirmative Action Employer

Page 2
August 24, 1992
Furthermore, all sediment and erosion control measures
such as rip rap lined ditches must be located on the mine
map. Typical construction details for all measures,
existing and proposed, must be provided.
2) A typical cross--sectional view of the pit walls
indicating the benching of the walls for stability and
safety must be provided. The cross section must also
show the highwall barrier to be installed during the life
of the mine at the top of the pit walls.
3) In 1982 the renewal was for 246 acres, of which 5 acres
were owned and 241 .acres were leased. This renewal
request is only for 197 acres of leased land. Please
explain the discrepancy. Any areas that were previously
covered by the permit that are not to be covered by this
renewal must be formally released by the Department. Is
all of the leased area to be covered by this permit? Is
the land owned by Feldspar Corp. adjacent to the leased
land to be covered by the permit?
4 ) The permit boundaries within the area that is mapped at
1"=50' must be indicated on that map. The buffer zones
must be inside of the permit boundaries and should be
scaled off on the map to avoid future encroachment.
5) Locate the nearest occupied dwelling to the permit
boundaries and excavations on the overall mine map.
6) The waste dump areas must have slopes that are 2
horizontal to 1 vertical or flatter to provide stability.
7) A detailed reclamation map is required, showing the
locations of any structures, roads, rip rap lined
ditches, or fencing to be left as part of reclamation.
Furthermore, the areas where trees are to be planted must
be clearly indicated on the reclamation map.
8) During the course of our review, comments were solicited
from the Wildlife Resources Commission. Attached is a
copy of their comments. Please address their comments in
your resubmittal.

Page 3
August 24 , 1992
9) The attached Land Entry Agreement form must be signed by
the landowners of any properties covered by this mining
permit.
PLEASE BE ADVISED THAT OUR REVIEW CANNOT BE COMPLETED UNTIL
ALL OF THE ITEMS LISTED ABOVE HAVE BEEN FULLY ADDRESSED_
In order to complete the processing of your renewal request,
please forward two (2) copies of the requested information to my
attention at the following address:
Land Quality Section
P. O. Box 27687
Raleigh, N. C. 27611
Please advise at (919) 733-4574 if you should have any
questions on the above.
S' cerely,
f'
Beth U. Chesson
Assistant Mining Specialist
Land Quality Section
BUC\
cc: Richard Phillips

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� R� 46, /�i
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40
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood,Executive.Director
MEMORANDUM
TO: Beth Chesson, Assistant Mining Specialist
Land Quality Section /p�,9n- n , /l--�,
FROM: Dennis Stewart, Manager lV ^'�
Habitat Conservation Program &.4a
DATE: August 13 , 1992
SUBJECT: Application for mining permit renewal by Feldspar
Corporation for Chalk Mountain Mine, Mitchell County,
Mining Permit No. 61-01
Staff field biologists of the North Carolina Wildlife
Resources Commission (NCWRC) have reviewed the mining permit
renewal application submitted by Feldspar Corporation for Chalk
Mountain Mine in Mitchell County. A site visit was conducted
with Mr. Tom Freeman of Feldspar Corporation on August 6, 1992 .
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 is requesting a 10-year permit renewal to mine
feldspar, mica, and quartz by shovel and truck at the Chalk
Mountain Mine located off US 19E in Mitchell County. A maximum
of 90 acres will be disturbed and unreclaimed at any one time.
Sedimentation control measures consist of sediment basins, check
dams , and berms. A small stream (2 feet bankfull) flows through
the mine property and is protected from sedimentation by a berm.
No washing of mined material takes place at this site; therefore,
there is no discharge of wastewater from the mine. Waste areas
to be reclaimed will be seeded with sericea lespedeza, Kentucky
31 fescue, rye, and red clover.

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The NCWRC does not object to the issuance of this permit,
provided the following conditions are met by the applicant:
1) The berm protecting the small stream from sedimentation
should be repaired where it has been breached, as discussed
on location with Mr. Freeman. Other sedimentation control
measures appeared to be adequate.
2) Bare soil in various areas around the mine should be seeded
as soon as possible to provide erosion and sedimentation
control. Mr. Freeman indicated that this in an ongoing
project for Feldspar Corporation.
In addition, Mr. Freeman requested information on plant
species often recommended by the NCWRC to plant in order to
benefit wildlife. Besides red clover, these might include the
following:
Early spring: Switchgrass 8 lbs/acre
VA 70 shrub lespedeza 20 lbs/acre
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 we can be of further assistance, please advise.
cc: Ms. Stephanie Goudreau, Mt. Region Habitat Biologist
Mr. Chris Goudreau, District 8 Fisheries Biologist
Mr. Jack Mason, District 8 Wildlife Biologist
Mr. Tom Freeman, Feldspar Corporation, P. 0. Box 99, Spruce
Pine, NC 28777

rQc.d -7- /3 9 .7.
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
James G. Martin, Governor Charles H. Gardner, PG., PE.
William W. Cobey, Jr., Secretary July 2, 1992' Director and State Geologist
Memorandum
To: Fred Harris
Director, Division of Boating and Inland Fisheries
Wildlife Resources Commission
Attention: Habitat Conservation Program
/Y�(f`ti /!�
From: Beth U. Chesson cz:_1 ,�Q``L`�
Assistant Mining Specialist C, `�L/��,'•. ��y2
Land Quality Section CO.n
Re: Renewal Request for Feldspar Corp.,
Chalk Mountain Mine
Mining Permit No. 61-01..
Mitchell County .
Please find attached for your review a copy of the mining permit renewal
request for the above referenced project. The applicant is requesting
renewal of approximately 200 acres at this site.
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 31 , 1992 so that we may complete
our review of this request- within our statutory time limits.
As is the case in our review of all mining permit applications, renewals
and modifications, this office will carefully review all proposed erosion and
sediment control measures to ensure that they are sufficient to restrain
erosion and off-site sedimentation. However, any comments your agency can
provide regarding effects on wildlife and freshwater fisheries would be
greatly appreciated. If your staff wishes to perform a site inspection, it
is recommended that they contact Mr. John D. Lawson at [phone] . to set
up a convenient date and time. Also, please send a copy of your comments to
the person noted in the application.
Your continued cooperation in the review of these type requests is
greatly appreciated.
BUC\
attachments
cc: RiChard Phillips
Geologrical survey Section land Quality Section Gecxletic Survey Section
[phone] [phone] [phone]
P.O. Box 27687 • Raleigh, N.C. 27611-7687 • Telephone[phone]
An Equal Opportunity Affirmative Acrion Employer

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N.C. Department or Environ men t, Health, and Natural Resources
Division of Land Resources, Land Quality Section
Telephone Log
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® North Carolina Wildlife Resources Conifbrlssi h KN
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512 N. Salisbury Street,Raleigh North Carolina 27604-1188,919-733-3391�Lpp
ON
Charles R. Fullwood, Executive Director
MEMORANDUM
To: Beth Chesson, Assistant Mining Specialist
Land Quality Section FROM: Dennis Stewart, Manager JLa
Habitat Conservation Program /UU
DATE: August 17, 1992
SUBJECT: Application for mining permit renewal by Feldspar
Corporation for Chalk Mountain Mine, Mitchell County,
Mining Permit No. 61-01
Staff field biologists of the North Carolina Wildlife
Resources Commission (NCWRC) have reviewed the mining permit
renewal application submitted by Feldspar Corporation for Chalk
Mountain Mine in Mitchell County. A site visit was conducted
with Mr. Tom Freeman of Feldspar Corporation on August 6, 1992 .
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 is requesting a 10-year permit renewal to mine
feldspar, mica, and quartz by shovel and truck at the Chalk
Mountain Mine located off US 19E in Mitchell County. A maximum
of 90 acres will be disturbed and unreclaimed at any one time.
Sedimentation control measures consist of sediment basins, check
dams, and berms. A small stream (2 feet bankfull) flows through
the mine property and is protected from sedimentation by a berm.
No washing of mined material takes place at this site; therefore,
there is no discharge of wastewater from the mine. Waste areas
to be reclaimed will be seeded with sericea lespedeza, Kentucky
31 fescue, rye, and red clover.

The NCWRC does not object to the issuance of this permit,
provided the following conditions are met by the applicant:
1) The berm protecting the small stream from sedimentation
should be repaired where it has been breached, as discussed
on location with Mr. Freeman. Other sedimentation control
measures appeared to be adequate.
2) Bare soil in various areas around the mine should be seeded
as soon as possible .to provide erosion and sedimentation
control. Mr. Freeman indicated that this in an ongoing
project for Feldspar Corporation.
In addition, Mr. Freeman requested information on plant
species often recommended by the NCWRC to plant in order to
benefit wildlife. Besides red clover, these might include the
following:
Early spring: Switchgrass 8 lbs/acre
VA 70 shrub lespedeza 20 lbs/acre
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 we can be of further assistance, please advise.
cc: Ms. Stephanie Goudreau, Mt. Region Habitat Biologist
Mr. Chris Goudreau, District 8 Fisheries Biologist
Mr. Jack Mason, District 8 Wildlife Biologist
Mr. Tom Freeman, Feldspar Corporation, P. O. Box 99, Spruce
Pine, NC 28777

JUN 2 41992
I-AND QUALITY SECTION
APPLICATION FOR
NORTH CAROLINA MINING
PERMIT
State of North Carolina
Department of Natural Resources
and Community Development
Division of Land Resources
Land Quality Section
P.O. Box 27687
Raleigh, North Carolina 27611
(919) 733-3833
ret. 3/88

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1 . Name of Mine Chalk Mtn. Mine --- County
2. Name of Applicant-FELDSPAR CORPd I0N
3 . Permanent address for receipt of official mail. 8777
*Telephone [phone]
4 . !line Office Address P.O. Box 99 Spruce-Pine, NC 28777
Telephone [phone]
S. Mine Manager John D. Lawson
We hereby certify that all details contained in this Permit Application
are true and correct to the best of our knowledge. We fully understand that
any willful misrepresentation of facts will be cause for permit revocation.
**Signature JA=�. - - Date '2-5 TLwrz 9z.
Print Name i� . �AtJSbr.!
Title ----
*The Land Quality Section should be notified of change in 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 coM21ete application or, if a public hearing
is held, within 30 days following the hearing and the filing of any supplemental
information required by the Department. All questions must be addressed and all
required maps provided before this application can be considered complete Attach
additional sheets as needed.
1
�I

APPLICATION FOR A MINING PERMIT
A. GENERAL CHARACTERISTICS OF MINE.
1 . Total acreage at site covered by this permit application:
Acres owned Acres leased 197 Property owner if leased
2. Name of all materials mined: AlA�it�ranli-p (fplr3Gpar! ,m7.ra and rn»rt7.)
3. Mining method: Hydraulic Dredge Underground Shovel &
Truck X Dragline & Truck Self-loading Scraper
Other (explain)
4 . a. Expected maximum depth of mine (feet) 2858 Reference elevation: mean sea
b. Expected average depth of mine (feet) 3050 level
5. Has any area(s) at this site been mined in the past? Yeses No If no, pro-
ceed to Question 6.
a. Acreage of previously affected land(s) at present site that has not been
reclaimed: 90 acres (identify all areas on your mine map) .
b. when and by whom was this activity conducted? ._a1dspar Corn.
1954 to present
c. Acreage of previously affected land at present site that has been reclaimed:
0 acres (identify all areas on your mine map) .
d. When 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 X If yes, how much? acres (identify all
areas on your mine map) .
6. Present (premining) use of the land .(estimate acreage for each) :
Cropland 0 ac Pasture 0 ac Forestry 0 ac Fish/Wildlife 20 ac
Recreation 20 ac Other 0 ac
7. Proposed land use after mining and reclamation has been completed
(estimate acreage for each) :
Cropland 0 ac Pasture 0 ac Forestry 45 ac Fish/Wildlife 20 ac
Recreation 20 ac Other 0 ac
B. DETERMYNATION OF AFFECTED ACREAGE AND BOND
1 . Number of years for which permit is requested ( 10 years maximum) . 10 years
2. Total affected acreage to be disturbed during initial year of operation:
a. Area used for tailing ponds 0 acres
b. Area used for stockpiles 0 acres
c. Area used for waste piles 2 acres
d. Area useL for processing plants and onsite haul roads n s acres
w. Area o, mine excavation(s ) 3 acres
f . TOTA1, a-e 5.5 ^acres
s: arr,a �= thr max_; r.urn; amount of land to be disturbed and unreclaimed
a'( any :;i:e :._r:,e wring the life of the permit. Qn acres
2

APPLICATION FOR A MINING PERMIT
4. Check acreage to be bonded' : Total affected acreage figure from B2f OR B3 (page 2)
whichever is larger, equals acreage to he bonded. (See 15 NCAC SB.0003 for bond
amounts. )
0 - 4.99 acres 10 - 24.99 acres
5 - 9.99 acres X 25 + acres
5 . a. Will you file a blanket bond or other security covering all of your
mining operations in North Carolina? Yes_ Now
b. Have you already filed a blanket bond or other security? Yes x No.
6. List any mining permits previously issued to the applicant.
Wiseman Nine--permit 61-2
C. PROTECTION OF NATURAL RESOURCES
J . a. Will the operation involve washing the material mined, recycling process water,
or other waste water handling? . Yes No X If yes, briefly
describe all such processes including any chemicals to be used.
' t •
1.
t -_
b. Will the operation involve dewatering the mine or discharging fresh or waste
water from the mine or plant. Yes No X If yes, briefly
describe the nature of the discharge and locate all proposed discharge points
ou your mine map.
c. If you answered yes to either la or lb, provide evidence that you have applied
for or obtained a water quality permit from the Division of Environmental
Management, Water Quality Section.
'1c :.ieu of the surety bond required by this section, the operator may file with the
Department a cash deposit, negotiable securities, a mortgage of real property
accep'_ab.'.e to the Department, or an assignment of a savings account in a North
�arulina bar::. on an assignment form prescribed by the Department. The amount of
laud disturbed and unreclaimed at any one time must not exceed the bonded amount.
3

0 •
APPLICATION FOR A MINING PERMIT
2. a. Will the operation involve crushing or any other air contaminant emissions?
Yes No x If yes, indicate evidence that you have applied
for or have obtained an air quality permit issued by the Division of
Environmental Management, Air Quality Section or local governing body.
b. How will fugitive dust from stockpiles, haul roads, etc. be controlled?
Gravity fed °sprinkler systems for stockpiles and water trucks for haul roads.
.,
i 4l.t
3. Describe in detail the chronological sequence of land disturbing activities and
reference the sequence to the mine map(s) . Attach additional sheets as needed.
see attached sheet
4

The following is a mining sequence for the Chalk Mtn. Mine for approximately
the next 5 years.
1 ) The majority of mining will take place from levels 5 to 1 over the next several
years. (Area A)
2) Areas C & D will be supplemental mining areas for grade control.
3) A waste dump/settling pond will be established at site B. This will provide
embayment areas for storm water run-off.
4) Minor overburden removal will conTience from areas E.

APPLICATION FOR A MINING PERMIT
4 . a. How wide a buffer will be maintained between any mining activity
and any adjoining property or highway right-of-way? show all buffers on mine
map(s) .
200'
shown on map as green crosses
b. Describe other methods to be taken during mining to prevent physical hazard
to any neighboring dwelling house, public road, public, commercial or . `
industrial building from any mine excavation. Locate all such structures on the
mine map if they are within 300,feet of any proposed excavation. 4
Due to the remote location of this -minesite the only physical hazard would
be flyrock. Therefore blasting'cantrols are in place that would decrease
the possibility of this occurrence, shots are initiated to the centre or
Of the mine, and extra stemming:is used if there is a great amount of shot
rock on the surface_
c. Describe what kind of barricade will. be used to prevent inadvertent public
entry along any high wall area and when it will be implemented.
Benches are bermed, haul roads re grated, bench roads are posted with
barricades and these procedures are already implemented.
r�

APPLICATION FOR A MINING PERMIT
5. Describe specific erosion and sediment control measures to be taken during
mining to prevent offsite sedimentation (include specific plans for erosion
control for mine excavation(s) , waste piles, access/mine roads and process areas) ,
and give a detailed sequence of installation. Locate and label all erosion and
sediment control measures on the mine map. Engineering designs and calculations
shall be required when needed to justify the adequacy of any proposed measures.
SEE ATTACHMENT
i
6 a. Describe methods to prevent landslide or slope instability adjacent to
adjoining properties during mining. .
when mining occurs near property boundaries proper bench and.ber-m s are
established to prevent instability.
b. In excavation(s) of unconsolidated (non-rock) materials, specify the angle
of all slopes including specifications for benching and sloping.
4V on waste dump piles, with 12ft. berms every 40ft. high.
C. in hardrock evacations, specify proposed bench widths and heights in feet.
Bench height 40ft.
Bench width 35ft.
6

EROSION AND SEDIMENT CONTROL MEASURES
The measures to control erosion and sediment are, basins with rock
check dams, basins with perforated risers, rock lined channels, rock lined
ditches, and vegetation covering. As is possible due to the location of
runoff and the topography, basins are constructed to collect water at the
source, with emergency holding areas constructed near the peremeter.
Due to a recent flood (4-20-92) many areas not previously thought to need
control have been added to our long range plans. We are working toward
the requirements set forth by the upcoming storm water requlations, and at
the same time attempting to reclaim as many acres per year as possible.
At present we have begun the first phase of a program to use waste
tailings from the processing plant to fill mined out areas and reclaim them.
The present site, already in use, will reclaim 3 to 4 acres, with plans to
reclaim as many as 15 additional acres.
Within the last year, four new basins were installed on the west side of
the mine and during the flood (considered to be at least a 50 year flood)
these basins proved to be adequate, collecting at least 95% of the
sediment. Where possible the floor of the mine is sloped into the wall so
runoff can be collected and although this area is not considered to be a
holding pond or basin the slowing down and storage of this water also
prevents erosion and sedimentation.
Control measures are further defined as follows:
1. A. The only entrance road into the mines is provided with rock lined
ditches, and a culvert placed every 100' to 200' along its length.
B. The last section of rock lined ditch empties into a sediment basin
filtered by a rock check dam. The basin measures 25' long X 4 to 12' wide .
(8' avg.) X7" deep, and is supplied with a 3/4 " washed stone filter. The
holding capacity for runoff is 10,500 gal. ( 25' L X 8' avg., W X 7' D =
1,400 ft/3 capacity X 7.5 gal/ft3 = 10,500 gal. capacity).
2. A. All active mine roads are provided with rock lined ditches, where
possible. Culverts are used to control flow on the roads and are placed at
critical points and every 100' where possible. Where culverts are not
feasible, broad crested swells are used to divert runoff.
B. All inactive (prospecting) roads are naturally vegetated and show

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no signs of serious erosion. If erosion does occur on these roads, all runoff
travels to a sediment basin before leaving the mine.
3. Sediment basins that are now in place or under construction are
numbered on the mine map (attached). Details of location, size capacity
and type basin are provided for each basin (see attached).

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BASIN DETAILS ON LOCATION, TYPE, AND CAPACITY
Basin #1
Basin #1 is located on the south side of the mine, near the property line
on the 8th level. It is a large holding pond with plans to add an 18"
perforated riser, with a filter constructed of 3/4" washed stone. The basin
now empties into the mines, but when the riser and overflow are added,
cleaned runoff will be piped to an adjacent stream. The basin measures
124' X 100' and has a design depth of 12' which calculates to 148,800 ft3
of storage capacity and 1,116,000 gallons of runoff capacity.
Basin #2
Basin #2 is located at the road entering the lower level of the mine, on the
south southwest side of the mine. It is a large holding pond with a 16"
overflow, a perforated riser with 3/4 washed stone is planned. The basin
empties into a stream that runs along the property line. The basin
measures 30' in diameter and has a designed depth of 12' which
calculates to 33,929 ft3 of storage capacity, and 254,469 gallons of runoff
capacity.
Basin #3
Basin #3 is located in the southwest corner of the mines at the bottom of
the new haulage road. When construction is complete (scheduled for fall
1992) the large holding pond will be a polishing pond for other basins
which will empty into it. The basin will be supplied with 2, 18" perforated
risers filtering runoff through 3/4" washed stone to be discharged to
adjacent property. The design measurements are 250' X 200' X 12'
deep which calculates to a storage capacity of 600,000 ft3 and a runoff
capacity of 4.500,000 gallons.
Basin #4
Basin #4 is located in the southwest corner of the mine at the corner of
basin #3. The sediment basin is supplied with a rock check dam filter of
3/4" washed stone, which discharges filtered runoff to adjacent property,
but will discharge into basin #3 when it is completed. The basin measures
100' X 80' X 8' deep, calculating to 64,000 ft3 of storage capacity, and
a runoff capacity of 480,000 gallons.

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Basin #5
Basin #5 is located at the middle of the steep portion of the new haulage
road approximately 250 ft. above basin # 4. The sediment basin is
supplied with a rock check dam constructed of 3/4' washed stone, which
filters runoff collected on the new haulage road and areas above it. The
basin is 60' X 40' X 10' deep giving a storage capacity of 24,000 ft3,
and a runoff capacity of 180,000 gallons. The basin discharges to
adjacent property.
Basin #6
Basin #6 is located at the top of the steep portion of the new haulage road
and is supplied with a rock check dam constructed of 3/4 washed stone.
The basin measures 50' X 30' X 8' deep giving a storage capacity of
12,000 ft3, and a runoff capacity of 90,000 gallons. The basin discharges
filtered runoff to adjacent property.
Basin #7
Basin #7 is located on the west side of the mine below the new haulage
road. The basin filters the runoff from the first portion of the haulage road
and the area above it, using a rock check dam constructed of 3/4 washed
stone. The basin measures 30' X 20' X 8' deep providing a storage
capacity of 4,800 ft3 and a runoff capacity of 36,000 gallons. The basin
discharges filtered runoff to adjacent property.
Basin #8
Basin #8 is located on the old haulage road, below the road to the 8th
level. The basin discharges to basin #2 , with a rock check dam
constructed of 3/4" washed stone planned. The basin measures 20' X 16'
X 7' deep and has a storage capacity of 2,240 ft3 and a runoff capacity of
16,800 gallons.
Basin #9
Basin #9 is located along the old haul road on the west side of the mines
and is the second in a pair of basins. The basin is supplied with a rock
check dam that will be replaced with a perforated riser and a 3/4" washed
stone filter. The filtered runoff is discharged into a rock lined channel that
empties into basin #4. The measurements are 30' X 20' X 10' deep,
giving a storage capacity of 6,000 ft3 and a runoff capacity of 45,000
gallons.
Basin #10
Basin #10 is connected to basin #9 by a rock lined channel and is
provided with a rock check dam which filters runoff from the old haulage

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road and the areas above. The basin measures 30' X 20' X 10' deep
and has a storage capacity of 2,240 ft3 with a runoff capacity of 16,800
gallons. The basin discharges into basin # 9.
Basin #11
Basin #11 is located at the old highwall area in front of the waste tailings
site and filters runoff from the tailings site and the areas above. The basin
has a rock check dam filter and measures 25' X 75' X 6' deep. The
storage capacity is 11,250 ft3 and has a runoff capacity 84,375 gallons.
This basin discharges filtered runoff to basin #12.
Basin #12
Basin #12 is located in front of the old highwall area and is a polishing
basin for basin #11. The basin discharges filtered runoff to adjacent
property and measures 30' X 10' X 8' deep with a storage capacity of
2,400 ft3 and a runoff capacity of 18,000 gallons.
Basin #13
Basin #13 is located at the north end of the old highwall area and filters
runoff from the disturbed area above and to the north. The basin
measures 20' in diameter and is 8' deep, giving it a storage capacity of
2,513 ft3 and a runoff capacity of 18, 849 gallons.
Basins #14 & #15
Basins #14 and #15 will be located at the north part of the mine and will
be constructed to include a perforated riser, with a 3/4" washed stone
filter, which will filter runoff before it is discharged to adjacent property.
The designed measurements are 25' X 30' X 8' deep which will provide
a storage capacity of 6,000 ft3 each and a runoff capacity of 45,000
gallons each.
Basin #16
Basin #16 is located just above and across the haul road from basin #3.
This basin is a holding basin with no filter and is for emergencies and
severe runoff periods such as floods. The basin measures 20' in diameter
and is 8' deep, making the storage capacity 2,513 ft3 and the runoff
capacity 18,849 gallons.

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BASIN CAPACITIES
BASIL FT3 GALLONS
1 148,800 1,116,000
2 33,929.20 254,469
3 600,000 4,500,000
4 64,000 480,000
5 24,000 180,000
6 12,000 90,000
7 4,800 36,000
8 2,240 16,800
9 6,000 45,000
10 6,000 45,000
11 11,250 84,375
12 2,400 18,000
13 2,513 18,849
14 6,000 45,000
15 6,000 45,000
16 2,513 18,849
TOTAL 932,445 6,993,342
99 ACRES X 27,000 GALLONS JACRE(1 IN.) RUNOFF= 2,673,000 GAL.
99 ACRES X 1600 FT3 SEDIMENT/YEAR = 158,400 FT3

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I

A •
APPLICATION FUR A MINING PERMIT
7 . Are acid producing minerals or soils present? Yes No X If yes, 11st all such
minerals, their relative abundance and indicate their location(s) on the mine
map. How will acid water pollution from the excavation, stockpiles and waste
areas be controlled?
S. Describe specific plans (including a schedule of implementation) for screening
the operation from public view such as maintaining or planting trees, bushes
or other vegetation, building berms or other measures. Show the location of
all visual screening on the mine map and provide crass-sections through all
proposed berms.
Rue to the elevation of the mined areas and the mountainous terrain, complete
screening will be difficult. All trees,and vegetation allowable are left as
screening. '
All road banks, stockpiles, berms (where applicapble) and waste areas seeded
in the last year have included black locust seed. As reclamation proceeds
different types of trees and vegetation will be used.
9. Will explosives be used? Yes X No If yes, specify the types
of explosive(s) and describe what precaution(s) will be used to prevent
physical hazard to persons or neighboring property from flying rocks or
excessive air blasts or ground vibrations. Locate the nearest offsite
structure(s) to the proposed excavation(s) on the mine map.
type of explosives - bulk AN/FO and avulsions
precautions-- will use a qualified contractor
- adequate stemming
initiate shots towards sides or center of mine
monitor shots with seismograph with analysis of vibrations when
deemed neccessary
- implement safety procedures with regard to shot guarding and
warning sirens, also shot blasting procedures
7

10. a. What is the pre--mining depth (in feet) to the seasonal high and low ground
water tables? High ft. Low ft. What is the source(s) of this
information?
Due to the age and layout of the mine, this information is not known. Rock
formation is in crystaline rock.
b. Will any part of the proposed mine excavation(s) extend below the water table?
Yes Now. If yes, do you intend to dewater the excavation(s)? Yes_
No If yes, what impact, if any, will mine dewatering have on neighboring
wells? Locate all existing wells on the mine map that lie within 500 feet of
the proposed permit area. Provide data to support any conclusions or
statements made.
Note.: If groundwater is contacted, a permit would be applied for. Due
to the location and elevation, area wells would not be affected.
11 . Will fuel tanks, solvents, or other chemical reagents be stored on-site?
Yes No . If yes, describe these materials and how they will be stored
and show the location(s) of all storage facilities on the mine map.
Fuel tanks for equipment in m6bile 200 to 300 gallon tanks.
8

0 i
A13PLlCATIOH FOR A MINING PERMIT
D. RECLAMATION PLAN
1. Describe your intended plan for the reclamation and subsequent use of all
affected lands and indicate the general methods to be used in reclaiming this
land. This information must be illustrated on a reclamation trap.
The reclamation plan includes restoring the mined out areas to a more
natural grade. Due to the state requirement to screen all mine areas from
view of the public, trees will be planted after a proper vegetative
cover and sod layer is.establ.ished. Due to the steep terrain and -.-the
location of the mine, tree production and forestry products would be the
most feasable future use. Also, see vegetation plan and reclammation
schedule.
.d
2. a. Is an excavated or impounded body of water to be left as a part of the
reclamation? Yes Now_. If yes, illustrate the location of the body(s)
of water on the reclamation map and provide a scaled cross-section(s)
through the proposed body(s) of water. Will the body(s) of water be stocked
with fish? Yes No if yes, specify species.
b. Describe provisions for prevention of noxious, odious or foul water
collecting or remaining in mined areas. Provide details on any permanent
water outlets.
Proper drainage prevents standing water in amounts sufficient to cause
problems.
9

e
APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
3. Describe provisions for safety to persons and to adjoining property in all
completed excavations in rock including what kind of permanent barricade
will be left. The location of the barricade must be shown on the reclamation
map.
Due to the remote location of the mine and the Limited access, a gate provided
on the entrance road prevents visitation. Small foot trails near the top of
mines are clearly marked to warn hikers of the dangers on mine. property. The
complete perimeter is posted every 100-200 feet with a sign that states our
blasting signals.
At the completion of excavations, gates and or berms will be placed at all
points of convient entrance.
4. a. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or
other such on-site m.in'e waste areas, including specifications for benching
and sloping.
ALL wasted materials are dumped in Levels not to'exceed 40' in height. A
rf; 8' (min.) bench is provided at each level or bench, with drainage of the
above slope carried on �the •bench. Maximum slopes are 1 :1 1/2 with 1 :2
preferred. As soon as an area is -complete, the slope is stabilized with
a vegetation covering.
b. Are any processing waste, overburden or other such mine wastes to be disposed
of off-site? Yes No X If yes, describe in detail what these
wastes are and how they will be disposed. Attach a separate site map(s) showing
the location(s) of the disposal area(s) . Include all specifications for erosion
and sediment control.
10

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
5. a. Describe reclamation of processing facilities, stockpile areas, and
onsite roadways.
Nd processing facilities are located on this property, and no ore is
stockpiled.
Once the onsite roadways are no longer needed, they will be graded to turn
runoff into rock lined ditches. Broad crested swells and a vegetative.l
cover will also be added where applicapble.
t,. Will any onsite roadways be left as part of the reclamation? YesX No
If. yes, identify these on the reclamation map and provide details on
permanent ditch line stabilization.
Ditchline datail: . ',Lhtrance road will be left and provided with a rock
lined ditch and bread crested swells.
6. State the method of reclamation of settling ponds and/or sediment
control basins.
Settling ponds and sediment control basins will be left in place and
maintained until all disturbed areas are reclaimed. The basins will be
left to control sediment until they are filled. Once the basins are
filled, if channels are needed, they will be installed, otherwise .the basin
and area will be seeded.
7 ]

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
7. State the method of control of contaminants and disposal of scrap
metal, junk machinery, cables, or other such waste products of mining. (Note
definition of refuse in The !lining Act of 1971) . No off-site generated waste
shall be disposed of on the mine site without prior written approval from the N.C.
Department of Natural Resources and Community Development, Land Quality Section
and either the N.C. Department of Human Resources or local governing body.
All scrap metals, junk machinery and cables once deemed worthless, are sold
to a local scrap metal dealer. No off-site wastes are allowed with the
exception of process waste tailings, which are being used to reclaim the
property. Approval to place these waste tailings has been granted by the
Land Quality Section.
8. Indicate the method of restoration or establishment of any permanent drainage
channels to a condition minimizing erosion, siltation and other pollution.
Give design details including typical cross-sections of any permanent channels
to be constructed as part of the reclamation plan. Show the location(s) of all
permanent channels on the reclamation map.
Only 1 permenent channel exist from Basin':#9 down to Basin #4. This
channel was made by the flood of 4-20-92 and is sufficient to handle large
amounts of runoffs. Due to the':present and planned excavations, the locating
of all permanent channels is not possible. Any planned permanent channel
would be rock lined with 4" to 8" stone, with a fabric or washed stone under
layment.
12

0 �
APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
3. Describe your plan for revegetation or other surface treatment of the affected
areas. This plan must include recommendations for time of seeding and the amount
and type of seed, fertilizer, lime and mulch per acre and general seeding
instructions for permanent revegetation and, if necessary, temporary revegetation.
Revegetation utilizing pine seedlings only is not acceptable. NOTE: Revegetation
Plan must be approved and signed by one of the following:
(a) Authorized representatives of the local Soil and Water Conservation
District having jurisdiction over lands in question;
(b) Authorized representatives of the office of Forest Resources, Department of
Natural Resources and community Development;
(c) County Agricultural Extension chairmen or Research and Extension
personnel headquartered at North Carolina State University in the School of
Agriculture and Life Sciences;
(d) North Carolina licensed landscape architects;
(e) Private consulting foresters referred by the Office of Forest
Resources, Departmen;: of Natural Resources and Community Development;
(f) Others as may be approved by the Department.
LIME - RATE OF APPLICATION:
FERTILIZER - ANALYSIS AND- RATE OF APPLICATION:
SEED - TYPES(S) AND RATE OF APPLICATION INCLUDING SEEDING SCHEDULE:
SEE ATTACHE
MULCH - TYPE kND RATE OF APPLICATION:
OTHER VEGETATIVE COVERS:
Revegetation and/or reforestation plan approved by:
Signature Date
7�7-- —122 AL
TiLle
Agency S tr/

REVEGETATION PLAN
All seeding of reclaimed areas will be performed in a growing season that
will enhance the growth and survival of the seeds planted. If seeding is
performed during the year at a time not to enhance the growth of the
described seeds a substitution will be made that can survive or hold
(prevent erosion) until proper seeding can take place.
Proper mulch (hay, straw, etc.) will be used to ensure proper seed
protection and to help build a sod layer.
All seeding performed within the normal growing season (April-September)
will be done using the following amounts of lime, fertilizer and seeds:
Agriculture lime 2,000#/acre
Fertilizer 10-10-10 1,000#/acre
Fescue (Ky-31) 100#/acre
Clover (red) 20#/acre
Rye 120#/acre
Lespedeza 30#/acre
All seeding will be checked and reseeded if proper growth is not obtained.
The seeded areas will be maintained using soil sample reports.
All seeding applications will meet the standards and specifications
according to the USDA / Soil Conservation Service's field office Technical
Guide (FQTG) for critical area planting (practice code 342).

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o •
APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
10. Provide a schedule of reclamation that indicates the sequence of
reclamation and approximate time frame. If reclamation is to be accomplished
concurrently with mining, then show on the site map segments that are to be
mined and reclaimed during each year of the permit. Add drawings showing typical
sections or cross-sections and layout of proposed reclamation.
see attached
E. NOTIFICATION OF ADJOINING LANDOWNERS
1 . The "NOTICE" form or a facsimile thereof attached to this application must be
sent certified or registered maii to all adjoining (contiguous) landowners
indicated on mine map unless another means of notice is approved in advance
by the Director, Division of Land Resources.
The completed "Affidavit of Notification" attached to this application must be
subai t:ted before the application is considered complete.
14

RECLAMATION SCHEDULE
Area R-1 Area is below the new haulage road from the start of the road
near the highwall area to the lower level of the mine. The area to be
reclaimed excludes the sediment control basins and includes 4 acres +l-,
scheduled to be reclaimed and releasable by April, 1993.
Area R-2 Area is on the south side of the mine just below the #1
sediment control basin. The area is greater than one acre and is
scheduled to be reclaimed and releasable by December, 1993.
Area R-3 Area is between the new haulage road and the old haulage
road. The are to be reclaimed excludes the sediment control basins and
includes 10 acres, scheduled to be reclaimed and releasable by
December, 1994.
Area R-4 Area is at old highwall area and is presently being filled with
waste mineral tailings. The area includes 3.5 acres +/-, excluding
sediment control basins, and is scheduled to be reclaimed and releasable
by December, 1996 or when filled to grade.
Area R-5 Area is above #1 sediment control basin and will include up to
10 acres to be reclaimed beginning in 1996. Release date will depend
upon fill materials, mining sequence, and total acreage reclaimed. The
area is scheduled to be reclaimed and releasable by 2001 or later.
All other areas of the mine that are abandoned or mined out will be
reclaimed as soon as possible. Small areas are and will be reclaimed on
an as needed basis.

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Typical cross section view of reclamation using waste tailings.
YO' BENCH TO CONTROL
RUNOFF
j
BERMAREA FILLED WI
MAMMUM HIGHT OF ANY LEVEL 40'
Typical cross section of reclamation on waste piles.
SLOPE ROUGHED FOR SEEDING
SLOPINGTODI CH
1.5:1 MAMMUM SLOP
WMITE PILE
DITCH
NATURAL SLOPE

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o •
APPLICATION FOR A MINING PERMIT
F. MAPS
I. Two copies of the county highway maps and two copies of all mine maps shall be
submitted with each permit application.
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
Clearly mark the location of your mining operation on the county highway maps.
3. thine maps should be accurate drawings, aerial photographs or enlarged topographic
maps of the entire mine area and of a scale sufficient (see minimum requirements
listed below) to clearly illustrate the following.
a. Property lines of the tract or tracts of land on which the proposed mining
activity is to be located including easements and rights-of-way.
b. Initial and ultimate -limits of clearing and grading. `
c. Outline of all pits/excavations.
d. outline of stockpile areas.
e. outline of temporary and/or permanent overburden disposal areas. '
f. Location of processing plants (processing plants may be described as to
location and distance from mine it sufficiently far removed)
g, Location and name of streams and lakes.
h. Outline of settling and/or processing wastewater ponds.
�. Location of planned and existing ,access roads and on-site haul roads.
j . Location of planned and existing on-site buildings.
k. Location of all proposed sediment and erosion control measures.
1. 100 year floodplain limits.
m. Names of owners of record, both public and private, of all adjoining land.
n. Map legend:
1 . Name of applicant
2 . Narre of mine
3. North arrow
4 . County
5. scale
6. Date prepared
7 . Name and title of person preparing map
Map scales must, at a minimum, meet the following guidelines:
SITE SIZE (From Page 2, Al) MAP SCALE
0-99 Acres 1 inch=50 feet
100-•199 AcrF-G 1 inch=100 feet
`CO Acres 1 inch=200 feet
NOTE: 7141S APPLICATION WILL, NOT BE CONSIDERED COMPLETE WITHOUT ITEMS 2a-n BEING
ADEQUATELY ADDRESSED. �'•�
17 ,

0
i
APPLICATION FOR A }DINING PERMIT
G. LAND ENTRY AGREEKENT
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*
Print Name:
Title:_ Plant Manager
Mine Cha7k_Mt-n_
Company: The F
"Signature must be the sane as the individual who signed Page 1 of this application for
a permit.
Retarn two copies of the completed application and all maps to the appropriate Land
Quality Section Regional Office serving your area. (See attached list of Regional
offices) .
Inquiries regarding the status of an application should be directed to the address
listed on the front page of this application form.
la

CHALK M N. MINE
CLEARED AREAS: 63.1 acres
PROPOSED 9.9 acres
EXCAVATED AREAS: 28.3 acres
LENGTH OF ROADS: 4.6 miles
SETTLING PONDS: 0.6 acres
PROPOSED 0.97 acres
WASTE D(JMPS: 13.22 acres
PROPOSED 3.28 acres
TOTAL DISTURBED AREA: 90 acres

THE FELDSPAR CORPORATION TELEPHONE [phone] No. 5010994
INVOICE. # DESCRIPTION GROSS. AMT DISC. AMT NET. AMT
6-15.92- MINE PERMIT RENEWAL FEE: 500. 00 0. 00 500. 00
' CHALK MTN. MINE
DETACH REFCRE DFPOSITING CHFCK

'I

PERMIT PLANS
FOR
THE FELDSPAR CORPORATION
CHALK MOUNTAIN MINE
�' { I MINE PERMIT 61 .01
L
DECEMBER 2007
REVISED APRIL 2008
r r Prepared by o,mW,"' � EE
LOCATON MAP MICHAEL BAKER JR.. INC. unena
CONSULTING ENGINEERS I.NNm
4301 DUTCH RIDGE ROAD
i BEAVER, PENNSYLVANIA „..m
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EVADER PME
P GI SHEET AND IxDIA
- r FRA PDRST PcrosR ER THE FELDSPAR CORPORA
A SUBSIDIARY OF IMERY
14-15 MEDIA P.O. BOX 99 530 ALTAPA
SPRUCE PINE, NORTH CO
ssi -
PERMIT PLANS
FOR
THE FELDSPAR CORPORATION
CHALK MOUNTAIN MINE
{ MINE PERMIT 61 .01
� � y DECEMBER 2007 LEGEND
e REVISED APRIL 2008 'PAP41 ME Prepared by vRNPENAU„
4` � Ww
LOCAIM MAP MICHAEL BAKER JR., INC.
CONSULTING ENGINEERS
@ 4301 DUTCH RIDGE ROAD
a BEAVER,PENNSYLVANIA .w.
a
{ INDEX OF DRAMNGS _ PAWN,I
1 CANER SHELT AND
a P THE FELDSPAR CORPORA
a'z LNIANGED PLAMPT PLANS A SUBSIDIARY OF INERT
1 LAWS DEADENS;
9 _ NAMES; P.O. BOX 99 530 ALTAPA
le cMmAu�vm NEW SPRUCE PINE, NORTH CO
OVERALL MINE MAP
-am
S
PERMIT PLANS
FOR
THE FELDSPAR CORPORATION
CHALK MOUNTAIN MINE
{ ` MINE PERMIT 61 -01
DECEMBER 2007 LFGEND
i REVISED APRIL 2008 -- - —_
Prepared by ,wWDIi
WE W
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LOCA-0N Mac MICHAEL BAKER JR., INC. WW,
CONSULTING ENGINEERS
C 4301 DUTCH RIDGE ROAD
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xary
INDEX OF DRAMNGS
NwAa
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I THE FELDSPAR CORPORA
R ®PERAFT PLANS
- A SUBSIDIARY OF IMERY
#a P.O. BOX 99 530 ALTAPA
SPRUCE PINE, NORTH CO-
R3€ OVERAAU- MINE MAD
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t3 Original Map Prepared 8y
I /� /i //' �\ • .:,.......• ��-,.--PERMIT BOUN
DARY/
\\
PROPERTY BOUNDARY
/ // j.' 1/•_�\� F I� FE1103 5/06 mh
\ /� / / /� ��\\ •�' �. ; -- _- Marshall Miller and Associates
•atiM+4 ve or.enerm. n Dxe+ati sc
Photogrammetry By. Pantries, Inc.
LEGEND:
— /, �� Index Contour
n
/ UNDISTURBED �� _ V
=1 \ ` >'` 2786 Intermediate Contour
I :� / l ��� Tree Line
PERMIT BOUNDARY/ i _ i Y7�i -
�� PROPERTY BOUNDARY � ' M 1• 05 ��� '�
/ LWE / • , I I o -.�� \� \ ._ -/ Stream/Drainage
W i '•�' •e ��� 1i CM-o4'-05 �r � � x2eos Spot Elevation
°'j% / / /�; / , • s � /� 1 1 i �.' Building
- Paved Road
------- Gravel Road
a _ NEW EXCAVATION 1 _ _PERMIT BOUNDARY/ o Drill Hole Location
I E A I , 1 1 ' �( _ PROPERTY BOUNDARY \
O O U 2 i l 1 v I 0 2- 5 - _ \ --- Proposed Ditch
PROPERTY \ i ``� Da
Permitted Ditch
\ �
BOUNDARY I G B
Permit Boundary and/or
:• ,.� ••. - - i \ \ Surveyed Property Boundary
-�� o -�_ ............. Permit Boundary and/or
_ -- . ' - ••''•. ' ; %1/ / 't 2'��' EXISTINGPOND
�/ -�•......, - UNDISTURBED i + ` t > \ N 79M Approx Property Boundary
il .. -' '� C ,. - _jl1NAFF�C� Y NEXCAVATION) ` _ -- 25ft Undisturbed Permit Buffer
- - - - - BOUNDARY/ I / _ w _______
_PROPERTY BOUNDARY: ; _ i . \ 1DOft Unexcavated Permit Buffer
C4/ l / �� . . i1
�/ New Excavation
_
25 FOOT PERMITli ` ( ® Excavated
-.. BUFFER BOUNDARY / i h` o ��
' - �� mosnxc a+w x�`" •• o Stockpiles
x>°.. - EXCAVATED �
Waste / Dumps
100 FOOT UNEXCAVATED PERMIT I -"'��-'rr N ' ,:q j - r - sP .� .. 25 FOOT p
BUFFER BOUNDARY - '
Cl F I••„•.. ..•� .•� - . - � .- � � J. r � UNDISTURB Plant Processing
•••••••••••�........... .. v / PERMIT BUFFER
'.• y � in
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130 �� ' 3G9z 'tea �� �� �� / � ® Ponds
I II ..aum r j' BOUNDARY
PROPERTY cM45-g i � i � ��,�� / / � 64 6 - ♦ 'I � Undisturbed
BOUNDARY y� /,�/ x / UNDISTURBED A 1
v- ♦ rr%i /•, r" eas+ec / , 100 Foot Unexcavated Buffer Are
(Dashed property lines were placed on drawing
100 FOOT by overlaying tax maps and photographs. ye )
Corners should be field located and surveyed.)
Date of Photography: 3-23-06
UNEXCAVATED PE MIT
BUFFER BOUNDARY
Remaining 21 .53 At. 1 FS j '���/ ��M20 98
: NEW EXCAVATION 2
° � ( of the 33.86 Aa
Great Meadows Trao! _
CM3C-9 J
O PERMIT BOUNDARY/
V PROPERTY BOUNDARY - tFC r,. -,',J�6r ° 1 l am, _
/(Ledsed From G M ) �: I \ 3z.Sea Stanley Beach
12.35 Ac �� ��/ 7 .0 aoo 0 200 aoo
i QJU�T ' / , 3431,32
�' � -
_ _
Q O _� It^o ✓_ / �� �I Y�r ~ .{N w'� �1 I / '/ v �'� ° EXCAVATED
Rom_' 2 •.4 i I 1i// _ _m i/ " _ Scale 1 " 200'
7
5' Contour Interval\�� •�•••• R / ^ed9-98 � CM"3-9d +il \\ i ,�' +� . � North Carolina State Plane
Q 'Can � aty� ( � snswma ° ' - I Coordinates NAD 83
U CATEGORY AREAS
" Q PROPERTY \ \ �- +�•snxc ",�' ' 3a73 EXCAVATIONS 32.98 Acres
DUMPS/WASTE PILES 32.98 Acres
J / BOUNDARY . -i el \0 6 -. / ,.-rt� _._ </ / /, /T� ��/ xm. i NEW EXCAVATIONS 5.25 Acres
Z J T•� \ r _ STOCKPILES 5.02 Acres
«m0 �' 'r' �� I r' EXISTING POND ,� PLANT 5.02 Acres
m _NEW EDIMEN Tf0 A 1(D s ' •,,.�� / •, .r„�_ ! _ /r x Ix�. ( NAFFECTED BY NEtJA! ATION) v 790000 PONDS 3.07 Acres
'FOR DUM�4 . - - - — -- --- -- -- --- -
Ray How
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,,••'•/ 269q�a 16 w�/° =�"Y /�/ t �� Drawing Prepared By Greg Hynes
r2h. 7 Mh.
o y ,l/—._ l °f1S1H6 a'a' W+ az \\-� _ - . > Q, Michael Baker Jr., Inc.
Ov .+,•' I •`e"i }� r:cam - - __ --_EXISTft`G PON1 4301 Dutch Ridge Rd, Beaver, PA. 15009
ciW I / � : �� /ANEW SEDIM2NTATION` - . rl� i_��\\ �/.
i (TO BE REMOVED - \ 797 Heywood Rd, Suite 201, Asheville N.C. 2ae0s
-FOR NDEO DUMP2 _ . . � _
` _, ,-� y uw ... •••_ •, FORDUMP 2 EXPANSION) \ < ,� 12/07
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Oo { ' Gli -_ 'j i .. ... �\ _ !: Revised 4 OB as follows
N ,• - R BOUNDARY/ IBBIA3til'c _ � ��!�' " PE MIT BOUNDARYI �• - _ 25 FOOT UNDISTI)MED• -Plan color4/ asand hatching revised
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OPERTY BOUNE RIL coding g
-� PROPERTY BOUNDARY V PERMIT BUFFER ,t �� 9 / -L geed revised to match plan
O t �' ' - _- � - •'• --- _ \\ I BOUNDARY . •: e / 3 -Boundary and area labels added
3 OVERALL PERMIT MAP
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