NC0000396_AMEC boring logs_20150823

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.
DUKE ENERGY COAL COMBUSTION RESIDUALS MANAGEMENT PROGRAM
PHASE 2 RECONSTITUTION OF ASH POND DESIGNS
W.H. WEATHERSPOON STEAM STATION
FINAL REPORT, REVISION A
APPENDIX C
Exploration Logs

D
I
P
71'
H
C0
d
5
F
fes■
V
13
30
SICIM CLASfSUF ATICINI
v
>1
SAMPLIHSI
HQUUMEN1 :
Diedrich 11-111, Aito-Haunrer
DRILIJ ME1 HOD:
Mud Notary
HOL® DIAMEIF-A
9-inah
AND REMARKS
E
G
L
11
®2
l
T
(Ree")
N -COUNT
♦
FINHS
(°ic;
E
V
�
H
Y
or
SEH KEY SYMBCIIJ SHEHT FOR 11XPLA11,IA1 ]ON CIF
N
1
P
Rec%/RQD%
•
SP11
tlbpf
I
SYMBCIIJS ANL AHBREV1AT101.31 EHIJCIWI.
D
(f)
1
E
14
6"- 6"_ f _ 6"
--2164.6
20
74
40
90
tlU
70
80
94
104
12" Graded Aggregate Road Base
1 ®•
815-1
7-7-7
Embankment Fill: Medium dense to loose reddish -brown silty
Rina to niadimr SANE (SMI wiithlittla to sania mica, moist116,8181-1
x
4'.2-4
tna a e i ock kagments
Embankment Fill: Very stiff reddish-yellow and brown
(16)
zniaacscue-fine sandy SIL11(MH),moist tc wet
x
-
8181-:I
3-5-7
2159.6
5
(2)
SS -4
6-10-11
(18;
LD -1
2154.6
11
Embankment Fill: Medium dense yellowish -brown and brown
silty fine SAND(SM) with tray a rc ala fia gin ental, wet
('10)
SS -9
11-12-15
O
�'
2119,6
19
(10;
SS -fl
10-11-13
UH -2: PP 4.5 tsf
21214.6
(23;
H
Ilfhative fha tion angle= IO.4 degrees)
Clahesic n = L'.I 11si
-
UD -2
Embankment Fill: Vary stiff reddish-yellow and brown fine
sandy SHE (ML) rvith sorre mina, wet
(12,
SS -7
X
14-11-13
2139.6
7.I
Embankment Fill: Medium dense reddish-yellow and brown
silhIiii editur SANE ($MI with soma miaa and a tra cc c 11
gravel, wet
(11)
qr1n ti
SS4
1-11-1:1
CCUERA(ITOA:
M&WI Drilling, LIM
➢OGCIFII EY:
William D. Spencer, P.G.
HQUUMEN1 :
Diedrich 11-111, Aito-Haunrer
DRILIJ ME1 HOD:
Mud Notary
HOL® DIAMEIF-A
9-inah
CIJCISURI MJITHCID: Fu11;1 Grouted
RJTM RX 81: Ilamm er Elffia iancy = (14.11/1
Gtc undrva to r ancoun taro d at a depth of 81.9 feet
bgs in adjacaat piezc metar PI41 on 12/3/14.
RIEVIEMIE111 Y:
U 1U 7U 3U ZIU �)U W JU I 9U RU
GEOTI C HNIC Al ]BIC (RING RECORI
PROJECT INIAME : Duke Energy - Pf . U Recon9l:itillio n A sh liond L1eiii in
PIRIGUA CT INC.: 78:1044••01521 � TART DATE: 10/16i121C 1.4
COOR:D N: 64292t CGIIVIP. DA TE::1 WE >I2C 14
COIOR:D E: 9441821 Page 1 cif 4
I10CAZION: Asfevi le Sleana'Ita'lion
Ba 1VNG N0.: 812-1B1 maW.0c
faster
W1 eider

u
GI
r
E
E
P
T
E
35
K
45
50
W
60
CI]L CLAS I If ICATION
v
H
SAMPLES
HQUI1NBNA
DiedrirhD-120,Auto-Hammer
DRILL MI To-ICID :
PLIC(°i
;
1 -inch
Nle
(OA)
LL
AND "MARKS
E
L
G
H
II
T
COU
N -COUNT
♦
HINH:
('/c)
E
V
H
Y
at
SEH KEY SYMBCILI SHBHT FCIId HXIILAAIAAION CIF
N
1
P
Nese/n/PIQD'rc
•
SPT
(bpfl
SYMBOLS ANE AIBRBVIAWN81 EIHI1CIA.
D
(ft)
E
6% 6"� (1"- 6"
6, 6"- (I"
—2134.6--
134.6—
Iq
1a
20
20 34
R
40
40
50 (10
50 tla
70
70
80 qO
80 90
10a
IN
Embankment
Embankment Fill: Medium dense reddish-yellow and brown
silt
silty rrediuni 31ANI (SIM) with some rrica and a tuma of
@iviel, wet
Embankment Fill: Medium dense reddish-yellow and brown
alayay rr edium SAND (81CI) with a traea of gravel, Viet
1112;
SS -9
6-12-12
UD -3: HP 3.5 tsf
2129.6
(22;
3 g
lWatNa Nation angle = 3 9.,1 dagaees
Cal asion= 11.3 IIsi
UD -3
Embankment Fill: Very stiff reddish-yellow and brown
it. icaaeous fit a sandy SILT (MH), wet
(13)
SS -10
8-10-13
2124:6
40
Embankment Fill: Medium dense reddish-yellow and brown
miaaceau; silt} fina SAND (SN), coat
1141
81S-11
11-13-ld
2119.6
41
(16)
8191-13
X
12-9-11
2114,6
Ila
Embankment Fill: Medium dense reddish -brown clayey tine
SANE (SCS vaitl a trace a I mica, it a ist to v at
(14)
SS -13
11-1: -13
UB -=I: Bffactive fiiction an8la = 37.9 deg-aes
2109,6
(117;
15
Clohes ion = 1.1 psi
H.0ranlic coaduativity, (in s,lsac Ca 20 deg
UD --4
-
CK .79E-01
Embankment Fill: V ary dense to medium dense
reddish-yellovi, raddisb-brown, aad br<vin silty fine NIAND
(SN) e lith s on- e rock ftagrren ts, rr oiat to viet
SS -14
X
1012"
�1OA
CIC1NIIII ITCR:
M& W Drilling, LLCI
LIOGCHHII BY:
William D. 8 Oancar, P.G,
HQUI1NBNA
DiedrirhD-120,Auto-Hammer
DRILL MI To-ICID :
N ud Rota ry
WILE DIAMI TFR:
1 -inch
CILCISUREMEIHOD: FullyClroutad
R11MA AKS: HanrniarEffrcienay=94,7Ya
Clroundwater enaonntered a t a depth ( 0 81.1 teat
1 gs in adjaaent pieaorr eter P101 en 1: 014,
RF VIE WHD BYI:
U I LU ]a 4U ]U 6U 7U 8U 90 IN
G11101 F CLINICAL BORING R101C CIRD
PROJIICT NAME: 11hlke Enorgy- H. H Meconstirlution Ait Ponc Elesiarl
PROJECT NO.: 781a••Iz-0153 STAIR TEATE: ]alll6/10:14
COCIRTI N 641%11 COMA. EATS: ] ail] 7/1014
COCIRTIF: 5144782 Page 2 of 4
LCICA TICIN: A shevil le ; learn Slatior
BORING NO,: H—BI arrea
to! ter
wheeler

6;11
7U
80
85
L 90
5OILCILA IAICA7'ICENI
�NDMIZI�ti
L
H
H
H
HAIMIFLFS
PD(�N)
2
rMIp/I
L11('W
1
0
(Rec")
�I
G
I
I
1 COUNT
♦
FINH81
(`/a;
H
V
H
Y
or
SPE KEY SYMI CID SHHHT ]'C1R EXPIIANATION CIF
N
N
P
Rec%/RQD%
•SPT
(bptl
Si1MI CII AND AHBREVV TICIIN 9 BHLCIW.
11
(i})
A
I
6"- fl"- 6"- 6°
14
20
:0
44
50
(14
70
80-
S
0 144
Embankment Fill: Ver}I dense to medium dense
2104.6
ra ddish-ya llo w, : u ddisl -brov ai , and bi own silty fine SANT
(SM; with soma rook f-agriants, moist to wat
t ace mil a, trace rock fi agmal is
(14;
SS -11
1:1145-16
: 2099.6
1191
III icaf col la
(10)
SS -1(I
x
E-1:1-15
094.6
—2094.6—
SS -17
SS-17
11-11-11
A
2089.6
75
Residuum: Medium dense to dense reddish-yellow and brown
slightly erica f eous siltymaciuln 81PIND (SM), moist to wet
(19)
SS -18
;I-19-17
2084.6
80
(12).
SS -19
12 ](-IS
—
2079.6
8:11
anon
SS -20
7.12-18
C ONT'RAC11OR: M AAA Drilling, IILCI
110( ICED BY: Willian I. 9peucor, RG,
HQUIPMEI. 1: Iliadrifl D-120, Auto-l-lanmuQr
I rdIDL MPTHCID: N ud Rota ry
11I I IIAMFTBR: 1 --inch
CILCISURH MEI HOII: Fully C routed
HEa InarBfiaienoy=S4.7%
Ciroundluater enaonntered at a depth al I LS seat
bgs in adj as ent pieaonl eter P101 on 1313114.
0 lU 20 A 40 50 lIU 70 80 80 100
GDC I'11ECI4INIC AL BORING RE CORD
PROTACI NAME: Lu1iia Ener€ly -Ih.I Recarslilulian Alli Panc Design
PROJDCI NO.: 7 810-: 4 -0: 52 ST AR 7 LIATF : 10,116, 110 14
COCIRTIINI: (42921 CCIIVII.I]AIF:10J]7,120114
CUR][ F: 5144782 Page 3 of 4
I CICAIICIN: A slheville "leam Stlatian
�
� BORING NO.: 821-131 amec
RF VWIID BU
wheeler
ID

d_
N
D
E
P
T
H
A
6I— 100
ITf
121
SOIL CLASSIFIIC'A110N
11
A
SAMPLE
EQLIIPME%T:
INdrial7 D-120, Auto-Hentxer
L RILL MI T11CID:
N ud Rc tory
EIOIIE AIAWTAR:
9 -inti
T
ANL REMARK S
B
Il
C
B
D
N -COUNT
A
FINES
B
V
E
Y
or
SE E KED 9 YMBOII SHEET' FOA EXI AM A7 ICIN OF
N
N
P
Rec%/RQD%
41
8 P'I
(bpf
l
SYMBOAS ANL ABEIRAVIAI ONS HEIIOWI.
A
(h)
2074.6—
T
B
fl"- 6"- W'- 6"
10
20
31
40
94
61
70
84
9/
100
Residuum: Medium dense to dense reddish-yellow and brown
sli@htl}Irnicaa(jons siltymediun SAND (SM), moist to wet
2069.6
9:1
SS -21
25-2.-41
Boring Wmiinated at 1.4 8set below existin@I grade dua to
roller cone refusal. Ao chole pully groutad upon canilllation.
2064,6
119
20:19.6
Al
2054.6
114
—
2049.6—
')OAA a
111
CIONIAFIC➢OR:
N &W Arilling,11I1C
1XIC GAD M:
William D. Spenaer, P.C.
EQLIIPME%T:
INdrial7 D-120, Auto-Hentxer
L RILL MI T11CID:
N ud Rc tory
EIOIIE AIAWTAR:
9 -inti
CIIIOSURAME"llH011: FullyCrcutad
REMARKS: HacomerEi'ficieuay=94,1',c
Clra undwater enaol mtery Et a del th a f f 1.9 let
I @lain ad 'a a ent piazonretar P111 a n 12,1'_ ;114.
RE,VIEWP D BI1:
U IU LU N 4U -)U (K) H 6U 9U ICU
GFIOTlI3IC HNICAU E ORINC RECORD
PRCIJIICTINANM: EulseEnergly -Ph. HRecam I ifliticnA,,Iillond Deji€In
PRCIJBCT1NCl.: 781(1-14-.015', START DAIT: 1(Ii1161<014
CCURD A: 6 z 2 S 121 C CMP. DA TE: 10/41l 014
C CURD E: q/ 4, 8: Pap z of 4
ILCCAT] ION: Asheuille5tearnSlation
BORING NO.: 821-131 if
oster
—who I In r

a
5
10
A
2'1
M
SOIL, CLIA <IFIC AT]IGIN
EI
H
HAMPIIES
E(IUIPMEI`T:
LiadriofD-120,Auta41aniiner
DRILIIMETAICID:
PB (
1)
`I -inch
NM
(°i)
RHMARKS:
vn
(%)
Clraundwat4r anaountered ata del th al ll.'I lbet
AND REMARK,
H
G
H
H
1
I
(Ra a")
N -COUNT
A
BINES
O
(%)
H
u
D
F
N
or
SHE KBN SA ME OL S HEH7 FOR HXPEIANA'1110N CIF
N
N
P
Rac°/a/R(I11%
•
SPI
(1 pt)
SiIMBCIH9I AND AE-BRF' 1VT1CINS BHLCIW,
11
(Ifi)
'I
H
10
24
30
] 50
€10
'.IC
84
90
1Q0
6"- 6"- 6"- fl"
12" Graded Aggregate Road Base
2164.9
,
SS' -1
'I-9-9
Embankment Fill: Stiff reddish -brown fine sandy CLAY (CL)
with iamarack fiagnenta and tricz,itai:t
Ex
(116)
SS-:
X
I-4-5
Embankment Fill: Medium dense reddish-yellow and brown
fins silty 31ANE (SM) with little rock fi•agni tits and ni iaa,
Q16)
III oist
SS -3
X14-7
2199,9
(23)
1
LID -1: PP - 4.5 tsil
UD -1
Efllbative friation angle= 14.1 degiea:
Cal asioi = 1.11 si
Embankment Fill: Medium dense reddish-yellow, brown, and
palet rowtn siltymadium to fine 81AND (SM) wiitl traae tocla
f to g in a nts, ni a ist to wit
(16)
SS -4
1-12-16
21°14.9
1C
(12)
SS -1
x
O
1149.9
11
Slightly it ica a eons
(16)
SSA
1-12-12
2144.9
1 C
(16)
SS '7
'.1-8-10.
CI
2139,9
(111)
71
-
UD -2
(116)
'--II C)—
SS -a
x
1-9-13
C10NTRA C'll OII:
M&W L rilling, LIIIC
LCICGHD EPA:
' Nilliatr D. Spenaer, P.C.
E(IUIPMEI`T:
LiadriofD-120,Auta41aniiner
DRILIIMETAICID:
MildAataq
I10LIEIIIAMFTH::
`I -inch
C1110SUREMEIHCIL:
Hilly Crauted
RHMARKS:
F air mer E1lficianay = 94.7%-
Clraundwat4r anaountered ata del th al ll.'I lbet
by in adja(entpiazoir.etarPl9U on 11126,114,
PEVIEWIID BY: GAIA I MI
0 10 :U 30 z1Q 50 60 ;IU aU 90 HQ
GE, IOTII]IC NNICA 11 BC (RING RECORD
PF CH I .NA.IVIE : Dir lee Energ)I - P11, Ill Recan;ll itntion A sh F arl d Desi€inl
Ph C]IJEC I NCI.: W CI -14-0152 c TARI DATE: 10/2W,1C114
C CIORD N: 642831 C GIMP. DA TE: 10/2] I:ICI14
C CIORD E: 944955 1 ap( l of 4
IOC A ➢]ICIN: Adeviile Stearn e Cation
BORING NO.: 82-132
atm a
lliv
fa=ter
whe eler

�a
A
0
0
45
50
55
60
9C IL C LA111III ICAT ION
L
E
SAMI
EQUTAMEN'll:
LfE
I RILL MEAFICII :
Pvl (aio>
HCILB DIAM ET➢R:
5 -inch
NM
N>
LLI
(va>
AND REMARKS
E
G
L
E
]
T
(Rec")
N -COUNT
♦
FINW
(%)
4
E
V
Y
an
SEH KEY SYMBCIIJ SHB111T FCI11 EXII LANAI ION CIF
N
N
P
Rec%/RQD%e
•
.IPT
(bpfl
SYMl CILS AND Al- BREVIA'IIONS BELCIAL
D
(ft)
7
E
6"- 6"- W'- 6"
10
20
:1
a 40
50
t10
70
8
0 9
a 10a
Embankment Fill: Medium dense reddish-yellow, brown, , nd
2134.9
I ale brown silty medium to fine SAND (SM) with trace rao1i
flagments, hoist to wet
Embankment Fill: Medium dense reddish -brown micaceous
silty fine SANE (SM., n a is
112)
S-9
10-13.12
2129.9
31
Embankment Fill: Medium dense reddish -brown,
ra ddish-yells w; and brown mise coo its silt; I fin e SAND (SM)
- with someroak fn gnonts, moist to wet
(16)
SS -10
9-1515
2124.9
40
disco a timia rack fragments
(14;
SS -11
10-14-14
UD -F': PP - 4.1 t,, f
2119.9
(19)
45
EfPeativa friction angle 22.0 deflraea
Clohesion = 14.7 ps i
U11-3
0
(16)
SS -12
8-1245
2114,9
50
Embankment Fill: Medium dense reddish -brown slightly
nAmaousahye;IfitaSAND (SC,with E trzaeollrocla
ffiagmants, wet
114:
SS -13
10-10-12
2109.9
5:1
Embat I n entFill: Very stiff to hard reddish-yellow and brown
m is aca o us fine to ma dium sa a dy SILI (ML) with some to
- littla roals I•a@n ants, moist to wet
-
1tnn n
SS -14
74-14
CIONIRACrICIR:
M MW Drilling, LLCI
LIOC UP BY:
Willis rn F. 511 cncar, P.G.
EQUTAMEN'll:
Diadriol D-120, Arto-Eammar
I RILL MEAFICII :
Mud Rotary
HCILB DIAM ET➢R:
5 -inch
CILCI31URB MEIAOD: FullyGtoutad
AEM ARMS: 1-1, to ma r I Ma iency = 9 z .7%
Gror[n&is ter encs ua to re d at a depth of 73.7 fea t
bgs in adjaaant piezomater P100 on 11J26/11,1.
REVIIIVNED BNI:
U 1U 2U A 4U JU ON /U SU 4U 1UU
11 GF OT ECM IC AL BORING RE C OPD 11
PROJI4CT TIAME:I]ulceErergy• W. Urleeairstitufion Asr Panic Design
IROJI4CTN0.: 7810-:1z-(:151 SNAPTEATE ;10,12C1/a0:1z
COORD N: 64]831 COMI. EATS: 10,121/301z
COORD 1E : �14z 95`1 P,-Ige 21 of z
LCICAWOP : A9hai]I'le 9lealn Sta1_ian
BCn NC NC. 06 -BG ipster
l wt ea la r

v
1
i
I
0
0
H
A
D
E
I
T
H
il6
65
70
71
11M
85
90
GIL C LA< 1111F1111CA'I110NI
Ii
E.
SL-1LV
AQU IPM EN I:
PLBS
DRILL MF THCII :
Pll��/c)
H OflE IIIAMLTER:
1 -inch
1
T
(Red')
AND REMARK S
E
U
1
G
E
D
N -COUNT
AI
FINE91
(%;
E
V
A
Y
ar
81HH AY SYMBOU SHHAT FCIP P APIlANATION OF
NN
P
AW//RIQD%
41
€1PT
(bp(j
SYMBCIUS AND AI BREVIA'IIIONS E EUOWI,
D
Ift)
N
E
2104.9
6' 6"- fl' 6'
10
20
:10
40
90
t10
70
80
90
100
Embankment Fill: Very stiff to hard reddish-yellow < nd brown
miaacea u, fine to inulium sar dy SR,'A (ML; with salve to
little rock A•agmants, moist to wet
(16)
1181-11
12-17-19
UD -4: PP — 1.9 tsf
2099,9
(6;
tl9
Hydraulic aondnctivity, am,lsac t 10 deg (I = 9.1E-06
U D-4
(14)
SS-ld
1-12-15
2094.9
;10
1
(117)
SS -17X
8-10-11
7-0 8 9.9
75
(12)
SS -18
9-11-1z1
2034.9
80
Embankment Fill: Medium dansa reddish-yellow and
reddish -brawn milt; %na SAND (SM) viith little roala
fragments, rvat
(18:
SS -19
10-14-16
20799
85
(14)
MI -20
11-13-13
�maa
CIONTRAM CIR:
N &W Drilling,11U]
UOCGAD BY:
Wiliam D. Spenaar, I.C.
AQU IPM EN I:
I iadriali D-120, Anto-M i-imi ar
DRILL MF THCII :
M ud Ra tar; l
H OflE IIIAMLTER:
1 -inch
CUOSUREME'RIOD: FullyCrautad
RBMAP IKS: 1. am mer Efticiea ay = 94.7'/o
Clraundivataranaoiintered at a dellth a171.71aet
1 gls in ac ljE aent piaaom etar P100 a n 11, 2(1,114.
REVIE, WEID BM:
U lU ZU 3U 4U " fIU '.IU xU 9U lUU
GE OT1EC HNICAL BORING RECORD
PRCH' CH NA M1: Duke Energy • Ah. 11 Rlecanlsl iintion A sh F o ad Design
PRCIJIC'11NCI.: '/8,10-14,,015, 1MARTDATU7::1MW2014
CCICIRDP\: E/2831 CCIMP.DATID::I(KI/L014
CCICIRD E: 9/ 4SI55 I age 3 c 11 4
I10CAMIGN: Asheu:illeSteam Siation
BORING NO.: 82-B21
m
bac=. r
wl etialar

9'1
120
SOIL, CIIAS S, IFIC AT] CN
ii
EI
Wlillia in D. Spen' or, P.CI.
AMT
LBS
IIAILI) NH "I'HCIII:
PI) q%)
HCILF DIAMFITHR:
'Ancli
NM
(%)
BEI
(%)
AND REMARK'-
H
C
II
EI
1
0
(Rec")
N -COUNT
♦
FINHS
H
u
D
B
or
SHE KE A :IYMH OH HIE1111 FOR HXPHANATIOr CIF
IIIP
Rec%/RQD%
•
SPI
(I PO$YME'OUS
AND ABI RI WAIKINS BEILCIW.
D
(fit)
'
H
6"- f ", 6"- f "
2074.9
10
A 30
Ia
50
60
10
H 90
100
Embankment Fill: Medium dense reddish-yellow and
raddisl -brown eilty fine SANE (11M) with little dock
fra@menti, met
SS -21
2069.9
95
(1�I)
SS -22
11-14-14
2064:9—
100
NF
50/0"
Boring terminated at 102 -feet below existing grade due to
roller cone aafusal. E- ore li ole Mlly grouted upon comph tia n.
2059.9
105
2054,9
Ito
—2049.9
')()AA n
111
CION'PACIVIR:
U&W Hrilling, HLCI
HOC CIHII BY:
Wlillia in D. Spen' or, P.CI.
IIQUIHMENA
E Wrial D-120, A to -Hai unar
IIAILI) NH "I'HCIII:
N ud Ra to ty
HCILF DIAMFITHR:
'Ancli
CILCIIIUREMEHHOI1: RullyCkautad
IUMARCS: IamnorEilCicienay= 94.7%
Ciro mi(water enaountered at a depth all:1.1 &iat
1( s in adjaaent piaaorl eter P100 on 11/1(1.114.
RE VIE IWItD BY ;
U Ill ZU all 4U -)U (IU la H R Wa
GE CFHECI3NICAL BORING RE CORD
PRCIJIHCTNAME: DukeI'riergiy••Ah.I ReeclrsidiluticmAsh Ponc hesigr
PRCIJBCTNO.: 711[-1f4-Cl152 START DATE: 1U IC✓2[:14
C CICIRII TI: 6z 21831 CCIMI. DATE: 101 11/2[ :14
C CICIRD E: 944955 Page 4 of 4
I CICA TIC IN: A sheu i] Ie , tealn Sihatiar.
BORING NO.: �2I-B2 arne
fa ste r
wtaelcr

20
29
I]
OIL, CLASSIFICAMON
B
E
SAWLB�
E(JUIPMI1`T:
L iadriab D-120, Auta-Harainver
DRILII M11711CID;
P11
HOHH IIIAMETBA :
9 -inch
NNE(S'o;'
A ND REMARK S
B
a
L
E
I
1
I
(Rec")
N -COUNT
Al
FINES
('/)
B
V
E
Y
or
SBH KEN SYMBOH SffHEfl FOA ENI IJAI, IATICIN OF
N
N
P
Hec1/o/HQD%
i
f IP`I
(bpl)
91YMBOBS AND ABEIREVIAIIONS IIEBOMI,
D
R,
T
B
,_ 6„_
2165,2
f f _ 6„
I0
20
30
40
94
60
70
EO
94
100
12” Graded Aggregate Road Base
Embankment Fill: Reddish-yellow, yellowish -I rovun, and
brown slilhtlyrricaceous siltyfina SAND (SM) with trace
a ocic frlagmeu ts, tr ois t
SS -1
74 -f
(1(I)
SS -2
5 9-9
little rock fi•agments, Vaca mina, moit to voat
(14)
...-2160.2—
SS -3
5-5-7
5
(13)
UD -I, PP = 4.:1 t: f-1
(16)
915-4
7-6-7
Embankment Fill: Boulder or riprap layers with clayey sand
sea nl a.
,'I
1w 1
21:1:1.2
10
oids neaulted in leas of circula tic n (LICIC' of drilling fluid.
/
C acing adva a a er ua (d to penatra to layer.
'I
/1
1
(12)
�°
919-5
2-2-4
100'% lJCIC Co 19'
s 1
21:10.2
1:1
'1
,'�
• 1
-
100Y LCIa{ 19,6'
® 1
2149.2-
(10)
20
X
',S111-6
4-2-5
� 1
Embankment Fill: Stiff reddish-yellow and reddish -brown
alightly miaacea us clayey silt (ML) with t i a cc roots, in oist
(18)
591-7
3-7-8
UD -.2: PP = z1.9 t: f
2140.2
(25)
—
19
E1llba ti`ie fria tion angle = : 4.1 cIagrees
Coha sion =1.9 1p i
UD -2
CI
Embankment Fill: Medium dense reddish -brown silty medium
SANII (SM) witli traae clay, rash fi-agmenta, andrriica, rnaist
(18;
SSA
6-9-9
CONTE ACAOR:
M &W Drilling, UW
LCIGGBD EIN :
lhlilliam D. Spenser, P.O.
E(JUIPMI1`T:
L iadriab D-120, Auta-Harainver
DRILII M11711CID;
Mnd lllotar}, Hollow-stalnl Anger
HOHH IIIAMETBA :
9 -inch
CHOSURE N E11HOL : Fully 0ronted
REMARKS: Flan mierHF1cianay= 94,71ia
Cira undwata r n as nut o ncountaracl in adjaaant
yiazomatarPill an 11121,114.
FEN IEM Ef SYI:
U lU 2U `_U 4U N fU lU 11 9U IQU
II GEOT]3CHNICAI HORINC RECORI II
PRC FICT NAME : Llulae Ener851- Ph. II Recansl itultian A sh )_land Des; gr
PRC JE Cil NC.: ?8:10-14-015,1 SW T DATE: 9/130,L1014
CC CRD N: 6/3543 COMA. DATE: 10,191,1014
CC C RD D: 9/ 41711 I agig l of 21
11 OCATACN: Astnille Steam.1I1,aticin
��� ■may, I��l 7(��{ q/ R 41
B01R]N N10.: N2—B3 IRaa�A0
foster
whaeler

F
D
E
P
7
H
I
2
60
SOIL CLIASSIFICAIIION
L
E
SAM
EQUIFIIM]IIT:
L1. S
DRILL MEIIHOIL
PI
HCIIIB DIAME11114:
5 inch
IIII
I
7
(Rec")
N -COUNT
ANI REMARK 9
B
C
B
E
A
FID
E S ('%
E
V
D
E
Y
or
SHE KEY 3INMBOL SH11E71 FOR EXPBANPITICIN OF
N
N
P
Rec%/RQD%
®
81PI
(bpf
S'IMBOBS AND ABEIREVIA'II(INS I EIIOW.
D
(ft)
2135.2
T
B
10
IC
30
40
I4
60
70
84
A
100
tI"- 6"- d"- 6"
F ni bankruent Fill: Medium dense reddish -brown silty medium
SAND (SM) viith trace slay, rock f•agment8, and mica, rroist
(18)
SS -9
4 t1-11
2130.2—
(14)
3:1
UI1-3, PP '= 4.5 till
UB -I
{lfl
SS -10
6-10-9
2125,2
40
discontinue trace clay and roeli fagments
(1(Il
SS -11
5-14-1 `I
O
21202
(14
41
LID -4, PP = 3.7:1 is f-4
Embankment Fill: Stiff reddish -brown slightly micaccous silty
Cll CIII , m aist
1118)
SS -12
X
4-5-1
2115.2
54
NB
5010"
O)
Boris g Terming ted at ' II .:I h at belov i axisting ground surfs cc
duo to anger reflna1. Mud rotary drilling Naas parlbrired 1-om
tha 8raund surface to approximatel,122 fact. Hallovi-stem
anger drilling Niaa I orthrmed 11rom apllroximataly 22 feet until
2110,2—
51
ref is al. Borehalo fully-groutodnpon oaiuplation.
ornc �
C C[MIRACITCIId:
M81W Drilling, IILCI
BOGC®II BY:
William D. SHoncer, P.G.
EQUIFIIM]IIT:
Di'edri'cl II -12(, Anto-Hlammer
DRILL MEIIHOIL
Mud Rotary, Hlallaw-stem Auger
HCIIIB DIAME11114:
5 inch
CILCI€IURIIMETLICID: FidlyGrouted
REMARK8I: Ha111nerI3ffNiene11= 94.7°/
Gronndmater was not enaauntered in adje cent
piezaniater P102 on Ilip 1/11,1.
REVIMMELI BY:
U la 2U A 4U ;IU (IU /U N 9U 1Ua
0101 F CH NIC AL BORING RE C ORD
FIROJEICA 1\IAME: Eluka Energy • M. H Mecavstill ulion Aih Panc Design)
1IROJECT1\I0.: ;1810.74-(1153 1TIARI ATH: 9,130/210:14
C OC IRID IN: 643541 C LIMP. DA TE: 'I M /20'14
COCIRD I: 514471 Page 2 of a
LCICAMC II\I: A9hevillleflleamSlalliort
B 0 RIN G NQ , ,, 82 -B3 an ea
tc !
wtiElEr

CI
(0)
5
10
20
►■
30
�OILCIASISIFICATIC[NB
N &AXI Drilling, Lf< C -
El
�AMPIE�I
EQIIW ED '11:
Diadriat D-120, Auto -Hanan or
I]RILLMITIIICID:
PL(aia>
110I E f1AMhTLR:
91 -inch
NM("fo)
US/)13
AT, D REMARKS
CI
L1(Rec")
B
D
I
N -COUNT
♦
FINES('/,)
8:
B
V
B
or
SHE KEY SYMI CIL 1111EF7 FOR EXPIIANA'➢lON CIF
11
N
P
Rac%/R(IIl%
•
SP71(t
pI)
SYME CILs AIND ABHlali�l IATICV s BBLCIWI.
I]
Qft)
`11
I
10
J(
30
�Ia
50
60
71(
1
4 90
100
6, fl"- fl"
Embankment Fill; Medium dense to loose reddish -brown silty
21f13.5
fina 3AIND (SM) viith traac i ock fihagments and loots, n aist
SS -1
1-7-6
slightly miaa cea us
SS -1
I-4-6
littla Took ffi @ menta
219(.5
SS -3
4-8-10
`I
(Ill )
SS -4
9-9-12
Embankment Fill: Boulder a r riprap layers with sandy clay
sarns.
a•
(1'I
Voids resulted ii la ea a Hairoulation(LCIC) ofdrillingflnid.
X66
SS 9
X
A-16-1.6
O
C� sing ad,iancar used to panehate la3p .
�•
21413.5
10
®•
(1)
UD -1
•I 1
®'
SSA
'11-8-13
®•
21485
15
,
100% LCIC C 15.8'
Embankment Fill: Medium dense reddish-yellow and brown
siltymadiuir to coarse SANT (SN), dry
(10)
SSA
l -7-12
UD -2: F flea tine fi•ia tion angle = ; 10 degrees
21 1-.5
(24)
20
Col asion = 1.8 1 si
UE -2
(118)
591-8
12-12-11
2.138.5
--
39
(18)
S31-9
9-12-10
O
CIONI" C11OR:
N &AXI Drilling, Lf< C -
LICICIGIDB)I;
MilliEri D, Spenser, RCI.
EQIIW ED '11:
Diadriat D-120, Auto -Hanan or
I]RILLMITIIICID:
NudRatai]I,F]olloiv-stgmAuger
110I E f1AMhTLR:
91 -inch
CII OSURF ME][ A0I1: Fully Ch -a uto d
IVMAWS: Haill norEPficienay=94.7%
Clroundwiater enaonntered at a depth oll46 Peat
bgs in adjaacut pieaometer P103 on l IHIM 4.
RDVIRWED Wyk
0 10 A 30 4U 50 (10 A W 90 1( 0
I I GE CIT EC HNICAI E ORING RE CORD I
PRCIJPCI NA.NII : Llulae Brerffl - P.4.11Recor.slililticlr Ash Ponc Desiglr
PRCIJPCTNO.: U10-14-0151 `1ARTTAlE:10/];12014
C CICIRD IS: (43193 CCW. DATE: 10dlC1,12014
CGORD E: Sk 4S165 Page 1 o1' 21
Il01CA TICIN: A slhn 117e .Itealn Statim
n7� ��11 ��'11 ��11 CC r
BORT l� G N ®. ,- C 2 -B4 arr ea
W

T
0
a
U
U
WU
F
O
w
C7
50
55
60
SCILICLAHHHUCATICT
H
H
9AM1LES
HQUIPMENI:
Diedriali 11-12C, Anto-Harrnnat
IH(ra)
Mud Rotary, Hollow -stern Alger
}ICILH DIAMETHR:
5 -inch
NM(%)
ILqui")
I
1
(Rec")
N -COUNT
A
0
FMFI
(%)
i
AND RFN ARK'i;
H
G
H
11
F,
u
H
Y
or
SHE KHY SYMI CIL SHE11T FCIRHXPHANATEON CIF
N
N
P
Rec%/RQD%
®
SPT
(bl
q
SYME CLS AND ABBRF"J V TKII, S HHLCIWI.
H
(ft)
I
I
6"- d"- 6"- 6'
lfl
20
R
40
50
60
70
80
90
140'
Embankment Fill: Medium dense redclish-yellow and brown
2133.5
silty inediuim to aoarsi S AND (SM), dry
UD -1
Embankment Fill: Medium stiff reddish-yellow and brown
sand}I 8IL'I (ML) with little rock flagrnents, trace roots and
rniaa, rnoist
S13-10
x
4-4.3
128.5
2128.5—
O
A
Embankment Fill: Veryl stiff reddish -brown sandy CLAY
Embankment
(CIL), rnoist
S 5-11
6-16-14
2123,5
(24)
A
UD -11
Embankment Fill: Medium dense yellowish -brown silty fine
8 AND i1SM) with little to oaaa racl9 flagrnents, rnoist to viat
UD -4: Elleatina friatian angle= :17.1 dogrees
(18)
Ooha sion = 4.4 psi
15-12
7-642
2118.5
4'1
Embankment Fill: Stiff reddish -brown sandy silty CLAY (CL)
with trace rook $agrnants, moist
(16;
3S-11
x
6-5-�
—
2111.5
' I(I
NR
50,10"
i 0,
Boring To tri it a ted at 17 ,.I het bels Nu oxistiri @ @ as iiia c surfa ca
due to augur relhisal. M rod ra tary drilling uias 1 cArwed 11rorr
tlia ground aurillaaa to approxiinatal}I17feet. HlaIlaw-sitern
auger drillh @ was perfa nnscI $nom all Hroximatoly 17Ilest until
-2108.5
rofihsal. I arahole ful ly-gra uto d upon aornpletion,
m n2 <
CICINARACIVIR:
M&IWIDrilling, HLCI
HOC C1111 BY:
William 11. 91 ancar, B.0 .
HQUIPMENI:
Diedriali 11-12C, Anto-Harrnnat
1114ILI1NIHMH011:
Mud Rotary, Hollow -stern Alger
}ICILH DIAMETHR:
5 -inch
CIL,CI5IU RE MAHCID: Fully Groutod
REMARKS; Flammir Effiaiancy= S z1.7%
Ground- a for encs uti toraid at a dapth of 46 fact
bgs in adimantpiezaniaterP103 on 11,114114.
REVUIWIED BNil:
U la zu A 4U A 6a /U tU 9a lUa
GEOZ ECHNIC AL BORING RI C GIN 10
PROJECI NAME: DiiIce Erergy• ALUPecarl9titution AdPanc Eesiati
HROJECIISIC.: ;11810:x•0:53 STA.RTDATE: 1(1/1/210Iz
COORD N: ( 43791 COMP. I ATE: 10,11.0/301 z
COORD H: 5142 W5 Page 3 of J
LCICATION: Asheville Sleatrl Stalian
1 Q WN G NO.,: O2 -B4 anEc
fluster
wI ea la r

d
u
GI
w
Q
D
B
P
H
H
I
a
I— 20
25
�I 30
SOMCLASSWICAIION
B
B
SAMPIE�
BQUIBN EI` TI:
L isdriah D-120, Auta-Hammer
EIRIIIL M[ TIHCID:
PI (a/c;
HCIIIE I1IAM111TPR:
1 -inch
NN
(aro>
HaunnsrEilrrcienay=94.7o/a
Ilv(�%)
Clroundwater encountered at a depth a1144,1 last
I gs in adjaaentpiaaorneterP10:1 on I lAl1/14.
ANI REMARKIS
B
CI
11
E
II
(Rec")
N -COUNT
®
AI
FINLS
e�
(%)
B
VY
D
or
SEMI 1KE51 SYMBOUSHHET FOPI EXIIBADIATCIN OF
N
N
P
Plac°/uAgD"/o
41
31PIl
(bpf
SYMB0BS AND ABEREVIAIIIONS HBBOWI.
D
R,
T
B
fl"- 611- 611- 6"
2174,1
10
34
30
40
50
60
70
80
90
100
Ash Fill: 9 a m pled as medium dense to loose dark gray silty
fine nand with aorr e gravel and a traa a oftr ica , ni a ist to wa t
Y
SS -1
11-144
�r
h
SS -2
3-3-1
4
S
21-69.1
UTI -1
5
-
3IS-3
6-,1-9
Y:
2164.1
14
Ash Fill: Sampled as vat; stiffreddish brown and dark giay
sandy silt, moist to- wet
116
$31-4
6-d-11
21:19.1
X118)
I
UD -1, PB n 4.1 taf
;
F:
Ull .3
(12.
Residuum: Very stiff reddish-yellow and dark brown sandy
91M(NH)witha naceafmiaa,rroisttowet
991-:1
9-11-20
-
2114.1
31
Residuum: Medium dense reddish-yellow, dark brown, tan,
and purple slightly micascow silty fine 91AND (SM;, rroist to
- wet
(12,
9191-6
6-10-9
2149.1
(22;
31
—
UD -2, PP – z1.1 tsf
UD -3
1114;
9181= 1
4-7-9
CIONMU COR:
M &W Drilling, IRIC
BCICIGHD BY:
R illiain D, Spenaar, P.G.
BQUIBN EI` TI:
L isdriah D-120, Auta-Hammer
EIRIIIL M[ TIHCID:
IVnd Ra tart'
HCIIIE I1IAM111TPR:
1 -inch
CLOSURE ME'ItIO3: Fully Clrantad
RHMARCS:
HaunnsrEilrrcienay=94.7o/a
Clroundwater encountered at a depth a1144,1 last
I gs in adjaaentpiaaorneterP10:1 on I lAl1/14.
RE11JBWDD BYI:
0 14 20 30 44 50 f10 '14 80 90 14C
GE CITECHNICAL BORING REWORD
PRUBCIINAMI IlulaeEr.eiEU-Fh,11 Recarslitultian A'IE Pond Desi€fin
PRC JBC11 N0.: MG 14 -01152 S 71ART 111A I1E: 110,13 12014
CCICIRDT\: (45(127 COMP. Il1AM:110,161,1014
CCICIRD E: 943791 Page l cd1 2
I LICA TICIN: A sheuilla 1 team Sl'aticln
BORING NO.: E -BI ams `
10° -ter
w Saler

D
B
P
7
H
Ta
II
Kim
4°I
r_
r.
t�
55
60
SOIL CIJIAS S IFIC A' 110N
I1
1
Wlillit m D. Spenaar, RCI,
AAIl'LES
Ditdriab D-120, Auto-Hlamtnar
11RII-L MPTHCID:
N ud Ra to ry
ECLF DIAMPTIIR:
]-inch
ANE REIVIARI{ 5
H
H
1
(Rec")
o
C
H
D
N -COUNT
♦PINES
(%)
II
V
E
or
31 IP KIN SINNH30I1 SHAM 110REXPHAr ATICIN OA
N
N
P
Rec'/a,IRC D°/
•
SPI
(t pf)
SNMB011S ANI PIBDIMVIA UNS DHIIOW.
D
(fl;
T
II
6, (1"- 6"- (1"
-dense-reddish-yellow,
2144.1
10
20
30
4 50
60
7(
.10
90
1(
0
Residuum; Medium dark brown, tan,
ant. purple slightly mina cea u� eilt;l fin o SAND (SM, moist to
wct
Residuum: Medium dense to loose reddish -brown,
grayish -brawn, tan ant purple silty fine IANID (SM), mount to
viet
(l.
SS -8
1-9-11
2139.1
(:-7)
-5
ULI-: , PP - 4.5 tsif
UI14
som e to little In ica
(117 )
SS -9
1-9-f
41
21341
40
to isace o us
(12)
SS -I0
7-8-1
2129.1
45
1`R
5� 0,10"0
Boring Tarin in a ted at 48.9 -cleat below existing ground : nrfa ce
clue to collar cone refusial. Harclsole filly -grouted upon
oompletion.
2124.1
50
2119.1
Ti1A i
:If
CIOMMP IG➢OR:
N AW Drilling, HIICI
HOCIGIID BY:
Wlillit m D. Spenaar, RCI,
IQUIMIENTI:
Ditdriab D-120, Auto-Hlamtnar
11RII-L MPTHCID:
N ud Ra to ry
ECLF DIAMPTIIR:
]-inch
CIIICISURH NIH7IHOD: Felly Clra utad
WMAAKS: HatnmorEEcienay= 94.7%
Grotmdwater ena our tered a t a depth o f44.14 e t
bgs in adjacent piesometer P10:1 oti 11/11,114.
REVMWED BY:
0 10 20 10 4( 50 (U 7( 80 90 Il (
GE CITECHNICAL BORING RE CORD
PRCIMIC1I NAMI : Eutie Eher�Iy • BE D Recarsd.ilutiar, Ash Pcinc Design
PRCUBMI NO.: U10.14-0'15,1 81AR11 HASH: 10/3,12014
C CICIRD T\: 6z 50211 C OMP. HAIR 10/6,12014
C CURD I: 9z 319,I Page I of I
I OCAUCIN: A sheuille c team Shtiar
BORING NC.: E -B1.
amaa
Foy ter
M, eler

d
U
11
H
P
A
I -I
(0"
10
15
20
2:11
M
SOIL CBASSIFICA'IION
H
E
SAMPIIE
HCIUIHIMENT:
Diedrich I1-12U,Pluto-Mair rer
DRIHH ME` FOD:
ng/:
F1UHH DIANIE`IEI1:
8'-J ich
ANL REMARK
H
H
flkRec%/RQD%
(Rec")
C
H
D
-COUNT
Al
FINES-('/°;
H
V
E
Non
SHE 14E A SNMBOH SHAE`ll FOR EXPJW, IPITIICIN OF
N
N
P
41
$PT
(bpfl
$NMHOHSANI ABEIREVIAMICINSHEHOW.
D
(H;
T
H
',C
2174.2
6"- t'"- 6"
10
30
40
911
60
70
£
0 94
100
Ash Fill: Sampled as medium dense brown and dark g ra91 silty
.fine oand
SS -1
1I -7-f
(18)
a
SS -2
X
4-11=1
(l�f
SS -3
X
444
2169,2
5
Ash Fill: Sampled as medium stiff to stiff dark @ray and
yellow-brown;landy silt with tracenoal fiagnantsand recta,
(121
moi: t to wet
SS -4
X
4-5-4
ph ,t
Some III is a
1110:
$S-5
2-3-4
O
2164.2
(17;
10
UE -1
1112;
Ash Fill: Sampled as loose olive -gray silty sand with little
root: and coin e m ice a nd rock fi-agsr ents , m oist to rnet
SI91-6
3-3-3
21919.9
191
..,
(6
z
SS '9
1-2-3
O
$,
2154.2
(24;
74
f�
UD -2
(16;'
-
SS -8
1-2-2
21 ,19 ,2
25
SS -9
9-'-:
I an
CCIl` TRA CI OII:
M&MI Drilling, III
HCIGGHD E1N:
William D. Spencer, P.G.
HCIUIHIMENT:
Diedrich I1-12U,Pluto-Mair rer
DRIHH ME` FOD:
Eollow-stain Auger
F1UHH DIANIE`IEI1:
8'-J ich
CIJOSUIU MI TIICIE: Fully Grouted
RENARIK81: FllatunerJIM(iiancy=94.'J`/°
Gronnciv a tc r ancoun to re d at a depth of 44.8 feet
bgs in edjacentpiazomatorPI04 on 11112/114.
REVIEWED BY:
U I :U 3U 9U :IM 6U 7U 2U yU lUU
C EOTDC I-INIC AI E CIR1 NG REC ORE1
PIROJECT NAME: DnlceEliergy-PE, HRacaiistitntian Asli Aor,c UQsiglrl
PR OJEC Tl r CI.: 781 CI -t -0152 START DATE: l0U13012
COOR:D N: 64z 8z 3 C CIMP. DATE: 10MA0'Iz
C OOR:D E: 943915 Page I of 2
IJCICATIOP : Asl evi lle SllealrI Station
B®" RING NO,: E -B2 WIN.
frster
wh E k

D
B
P
H
30
6� 40
45
50
55
60
SOIL CLASSEKICAMON
B
E
SAW11hIS
E(IUIPMEI` T:
11 iadric h D-120, Auto -Rammer
DRILIIMBTBICID:
Pnga/C;
n
HOBE MAMITBR:
8-inah
NM
('/,)
LIJ(�ia)
ANE REMARKS
B
CI
B
E
v
1
(Rec")
N -COUNT
Al
FINES
^2
(%)
`
F
V
D
E
Y
or
SIH KFS :IYMP 03 SEI EA FOR EXPBAD IAITKIN OF
N
N
P
Rec%/RQD%
41
1177
(bpf
1
$AMBOBS AND AIBBRF V1A'➢ICINS 3BBOW.
D
IB)
2144'2
T
B
d"- 6"- d"- 6"
10
20
30
40
914
60
70
80
94
100
Ash: Sampled as vary loose tc loose light olive -gray sandy silt
with a traae of'rc ots, ma i.it
},
UD -3
O
U11-3: I fI etive stiction angle= 28.0 deg ra a s
C ahesian =. 13 pas
a
SS -10
2-2-1
Residuum: Stiff reddish -brown and gray micaceous sandy
—213 9.2
35
SUIT (ME), moist to wa t
SS -11
3-4-6
2134.2
112;
-
40
Residuum: Dense reddish-yellow and brown silty medium
UB -
SANE ISK,'rroistto vlet
915-12
15-16-15
p-
2119.7
491
Boring Tarnmated at zI8,0-1k at belovl axisting ground suw fa ca
due to augar raflisal. 3orahole dully -grouted npan c orr pletion,
2124.2
914
—
2119.2
9191
111A
CIONTRACHOR:
M&W Drilling, BIC
LCIC GBD IIIA :
All m D, Spenaer, PA.
E(IUIPMEI` T:
11 iadric h D-120, Auto -Rammer
DRILIIMBTBICID:
Fiallcw-stamAlger
HOBE MAMITBR:
8-inah
C30SUREMEAHOII: FhillyGrouted
RBMARCS: MmmerIfficiaacy=94.7/c
C ra undwata r a ncounta n d at a depth o f ,AA &set
bgsinacl•jaceatIiazometarPlUIoti 11,112,114.
REVIEWED BY:
U lU A 3U 9U N bU 'IU 8U 9U IM
11 GE OTE( HNICAL L CIRING RECORI] 11
PIaC JEC T NAME': E ukle EaergA - P:Ii, A Recanil't111ic1 i A s1I T or d L1e sign
PHCJECT NCI.: 'A8'10-14••CI1521 S'IAI2TEATE: 10/I I/l21a14
CCIORDNI: (/4843 COME EATE:10i1210a1z
C CIORD E: 51z 3 X115 Page 21 cif 2
LOCA IICN: Ash-61le Steam �'l,alian
BORING N10.: F—B2 anile
fas. r
wt eEilar

k
A
L
B
P
TI
I1
(0
9
10
q
15
20
IBI
[IN
SOIL CIJASSIFICAT11CI�
MSIAIIDrilling, LIJCI
AOGCIEH BY:
SAMFLES
IQUIPMENlll:
Diedricl A-110,Auto-Hammer
DRILD ME111110I :
PDaI%
I
8 -inch
NM
11%)
AND ]REMARKS
EI
11
1
Rec")
COUNT
CI
D
I)
N
♦
FIINASI
EI
F
01
SBE ]{ESI . Si MBOD 51HE BD AOR EXPDANATICIA C1A
D
N
P
Rec%/RQD%
•SPT
(bl
f
'W1301113 AND ABARI]VIA UNS BHEIC]W',
D
(D;
TI
EI
"- "
24 63.7
6"- E 6"- f
10
24
30
49
50
f14
74
80
90
100
Riprap (0 to :I in maximum dimension)
AU -1
�'.
`r
_
Embankment Fill: Stiff reddish -brown and dark brown slightly
(16)
micaceous fine sandy SIFT (ML), moist
SS -1
iI-'I-11
2058,7
5
Uima raats
(1 I)
SS -2
X
344
10
Ing ist to wet
(1z)
SS -3
1-1-7
205:1.7
10
Residuum: Dense reddish -brown and dark brown silty medium
31ANID (SM; with souse rock fragments; moist to vial
(12)
5151-4
4-10-20
q.
2048.7—
048.7
0
Medium
Medium hard variably fi-actured 8 r y granitic GNEISS with
—_
soil residue
—
F CH
Hatd gray granitic CIN131515 miitl g3iarta, erica, and diagonal
=—
fra a turn
—
144
_
=-2043.7-
2043.7
-------------------------
Hard
Hard ,gray to white varial 1;1 stainad gra nitic GA EISS with
=
partly healed dial anaIIra otures
—
—
140
—
57
— _
-
AC -3
=
ICE.7
29
-
_
-
100
115
-
R(I-4
')All 7
CONIRACITCIId:
MSIAIIDrilling, LIJCI
AOGCIEH BY:
William 11. 511 ancor, P,G,
IQUIPMENlll:
Diedricl A-110,Auto-Hammer
DRILD ME111110I :
Hollow-stam Augat•, Iaoclo Clora
HCIIDI DIAMETIP P:
8 -inch
(LT UREI NIDTHOD: Folly Grouted
DEMARM IS: Ila mmarEffiaieno94.7%
REVHONED B)i:
u IU A .!U 9u Ju bU -lu IU 9u 1 u
GEOTI C HN ]IC AL BORING RECORD 11
F ROJEC T NAME: Du lce Er1 ergy - Pll , D Ra clans tits tion A sh I on d E a gig n
HROJEC T NU: 781 CI -1z • 01571 c TART DA TE: 10/22/21014
C OORD N: 643916 C OMP. DA TE::I (II:
COC RDI : 943557 Dngle 1 of I
LCICA'IQON: Ailievi]le Slleam Stal'an
BORING NO.: 64 -BI
n Ea
fa iter
�fider

B
B
P
'➢
II
I
d
U
95
L 60
SOIL CLASSIMICATIICI\
v
E
William H, ;1 ancar, P.G,
AMI LES
DiedriahD-120,Arnto-Hamm(r
BRILL ME'ffICIII:
Hollov i -sten;, Augar,14ocl Clora
H011IIl DIAMI TBR:
8 -inch
AND REIVIARREMARKSH
v
I
(Rec")
2
J
Cl
H
D
I N COUNT
♦
FINHI,
(°r°)
H
B
Y or
SHE KEY Ski MIICIH : HEIII FOR BXPIIANATIOr CIF
r
P Raa'% IRQII%
•
SPT
(bpfl
SS MBOH; AND ABHRHVIAIIICINS BHLCIW.
D
(It;
2033.7
H 6"_ fl"- 6"- tl"
13
20
30
4(
50
fl(
Ill 80
SO
1(
=
Hard gray to white variably stained granitic GNEISS with
partly hey led diaga n a 1 fry atura ,r
=
96
—_
76
R( -1
_—
2028,7
35
Hoiiin8, tarty ins ted al3fl..I-flint belovii axisting gtaund swiface,
Borahole fully gaouted upon complatian.
2023.7—
40
20111.7
4;1
—2011.7-
013.7
-X08.7—
3 C08.7
99
�nm
CIONTRACH OR:
M&IWI Drilling, BLCI
LOC GLIB BY:
William H, ;1 ancar, P.G,
BQUIHMENH:
DiedriahD-120,Arnto-Hamm(r
BRILL ME'ffICIII:
Hollov i -sten;, Augar,14ocl Clora
H011IIl DIAMI TBR:
8 -inch
CIIIOSURB MEI'IIHOD: Fully (ra utad
AFMAAKS: HanwarEVaienay=94.7'/
REVIE WHD BY:
l 10 d l 30 40 :IIU 60 70 N( 9( 100
GEOIEICIH NTC AL I31ORl 1N G RE( CIRD
PROXAC'H 1\AME: Duke Energy •• I1. II Rle(an9tituiliati AsP Pore Ilesigln
PROJAC'D1\O.: 1810-1-0'151 S'DAR1111AW:10,I321/301z
C OORD N: 643916 C OMP. 11 A Wl : 10, M/30I z
COCIRD E: 51435571 Page 2 of 'I
I CICATROT\ : A9he� it le E seam 8tal1crl
BORING NC„ 64-B] amen
pouter
wt,eler

M
SOIL CL AS c IFIC ATIC A
v
E
SAMI
LL S
E iadriahD-120, Auto -HI n near
PB (%)
FIaIlav -stein Ane a r,Rocl Clore
HICILE! 111I IR:
e(%j
L-Ily
i.;
c
ANL RLMARKI
11
1]
I
(Rec")
G
E.I
7
N -COUNT
A
FINH51(Y;
11
u
EI Y
or
SEE U 51 'IN ME O➢ SHEH71 FOR EIXPtIANATION CIF
N
N P
Rec%"/RQD%
A
SPT
(bpf
91YMBOLIS ANI FIBE RH V IAI'I CINS BEI CIW.
D
(f)
T 11
2062,9
6"- fl"- 6"- fl"
14
20
34
44 50
(14
70
80
90 100
Riprap (0 to 5 in maximum dimension)
�'.
�'•
1
AU -1
2057.9
9
�'.
;1
,'I
• 1
(a)
Embankment Fill: Loose olive, dark brown, silty fine SAND
(SM ulitl tan coarseg:aina(I sand and surra raala fragnents,
1110 lst to wat
SS -1
7-3-3
2052:9
to
Partially Weathered Rock: Sampled z s van31 dense
yelloalish-browrt s ilty lma sand (PWPI) with little rock
fi-a 8 n a nts, vlet
(2)
8151-2
5011:1"
2047.9
1 `
0
I:1
Medium hard to very soft gray granitic GNEISS with soil and
=
partially waatheredrook rasidue
Haid gray variably;stained laaell ed 8ra31 granitic GNChS with—
open stainad bedding ph a e:i
Prom 17.5' to 18.9' ; and seam s
=
__
84
—
20
—
AC -2
-
=
2042.9
14
Lard gray and v ittita granitic GNEISS
=
=
100
=
144
RCI -1
2037.9
7 9
--
100
=
144
—
RCI -4I
CIONIRACIVIR:
M&W Drilling, III
BOCICII L BY:
Witliatn D. Spenaar, P. G.
EQUIFMENII:
E iadriahD-120, Auto -HI n near
DRILLMIPTHCIII:
FIaIlav -stein Ane a r,Rocl Clore
HICILE! 111I IR:
4 -incl
CIIICISUREMEI1k]IOD: FullyClrautad
PIEMAIE,S: 1-11atrmarElficienay=94.7%
RDVIEWF D BYI:
u to 2u ,iu 4u au nu iu au qu tuu
GI OT ECBNIC AL BORIN G RDC CIRE
PRCIJIll NAME: LWit Energy.- W.IIEIecar still ulianlAsliParc Eesigln
PRCIJDCI NO.: 810•:14-(1"152 STAFTPATM: ]0,123/3alz
CCICIRDIS: (4371 ]1 COMI. I]AIE: ia,123/2(I1z
CCICIRDF: 5143696 Page "I of .2
DCICATICIN: ASheNullO�team Slallon
BORT N G T� 0.: G 4-B2 an ea
footer
whi alar

30
79
40
45
94
55
60
CIIL C LA< c URCATION
L
E
SAMPLH�I
E(1UIPU W,T:
DiadriahD-120,Auto -Harmer
PI]
Rolla w -sten Pli Iger, Roak Core
H011tl HIAIVIEW,11:
a -inah
AND REMARKS
E
L(Rec")
G
I
D
-COUNT
TkRcc%/RQDI/o
II
FINES
(I
4/o
SE B KEY SYM TIC L SHBI" FC R IIXPLPINA IJON CIF
E
N
V
H
N
Yan
P
41
11P
II (bpf)SyMI
CIL11 AND ABBREV IMIONI IIFEICM.
D
(fl)
2032.9
E 6"- fl"- 6"
14
20
30
40
50
64
70
80
94' 100
Hard g:uay and white granitic GNEISS
=
lUd
—
100
RCI -5
fla ting terminated at 32 -fact bale w existing grade. E orahole
fully gra uted npa n aom pletion.
027.9
—2027.9-
-2022.9-
2022,9
40
—201'.9—
45
012.9
—2012.9-
2007:9
-2007.9-
55
CION VCM
M&WIlrilling,MIC
IJCICGIID E'A:
Ailliatr D, Spenaer, P.CI.
E(1UIPU W,T:
DiadriahD-120,Auto -Harmer
DRILII MUT]-1O1):
Rolla w -sten Pli Iger, Roak Core
H011tl HIAIVIEW,11:
a -inah
CI OSURE M➢'IDICII7: Full;I Grouted
REMARKS: Ham m or E 9tia iancy=94,70/0
IRE, Vffi"ll BY:
U I LU iU 4U SU (IU 70 8U 9U 100
GDC TIECHNICAL BORING RECORD
PRCIJHCT NAMI : L1ukle Ere.rg)i - Ph. H Reconsllitoltion Ash Pand Design
PROJI]CT NO.: 8810-1441152 .TART DATE: 1(Il4
C CURD IN: (z 3111 C CIMP. DATE: 10i1l
C CURD I]: 9z3(9( Pap I of 21
LIOCAT]IOIN: Ashe�lle�team�ltation
BORING NO.; 64-E21 aR,C
to stet
wl e a ler

ameO
December 18, 2014
Mr. Dale Smith
Program Manager
Duke Energy
526 South Church Street
Charlotte, North Carolina 28202
Submitted by email: [e-mail]
Subject: Record of Piezometer Installation
Asheville Steam Station 1982 Ash Pond Dam
State Dam ID BUNCO -089
Buncombe County, North Carolina
AMEC Project No.: 7810-14-0152
Mr. Smith,
As part of the Reconstituted Design project for Asheville Steam Station (Asheville), AMEC
installed a total of four new piezometers in the existing 1982 Ash Pond Dam (BUNCO -089).
Details regarding the piezometer installations are attached including a location plan, a summary
table, field installation records, and well construction records. The piezometers constructed in
BUNCO -089 were completed during the period of November 12 to December 4, 2014.
The piezometers were constructed in accordance with the requirements of 15A NCAC
Subchapter 2C — Well Construction Standards by a certified well driller licensed in the State of
North Carolina under the supervision of the Professional Engineer (PE) licensed in the state of
North Carolina whose seal is attached to this letter. Details of the piezometers installed are
attached and include field installation records reviewed by the Engineer of Record (EOR) and
well construction records prepared by the certified driller. The field installation records are
summarized in Table 1. The work was completed in accordance with approved work plans, and
piezometer installations were completed with a standard of care commensurate with accepted
industry standards and in a manner that did not alter the existing function or stability of the dam
structure.
The piezometers were installed to provide data to be used during the Reconstituted Design but
are also intended for long term data collection by Duke Energy. AMEC will collect monthly
readings in the piezometers until March of 2015 at which time responsibility for obtaining the
readings will be transferred to Duke Energy personnel as a part of their normal instrumentation
monitoring program at Asheville. Additional readings between the normal scheduled frequency
may be taken as deemed necessary to support data collection needs. Duke Energy shall
maintain a record of the readings as part of their dam monitoring program that will be available
to the Division of Energy, Mineral, and Land Resources upon request.
Correspondence:
AMEC Environment &Infrastructure, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel [phone]
Fax [phone]
Licensure: NC Engineering F-1253 NC Geology C-247

F eao/ ct cdl REiaamEIIEir Ir,talk iilic in — B LI NCC -(BC / sill eiville S l eam Stailic ir,
GIEiaEirritEIJI J 1, 2C'A AMEC PrciiectNu 71EI1C444453
Page 2
incerely,
AMBCI Enviuonmeint & InfuzistrucltI re, Incl.
®oobl �1'B�d9d®e
Q
Timothe.Quigley,9z
REALamn
EC R — RrojEictl Eric 11
had
Atllaar mEirills:
Riezomellar Lcaatiorl Plan, Figu re 1
`c mmany of Plezometers Ins1lalled in 1982 Asl1 Rorc Dam, Table 'I
RiezomE111Eir - Fielc Installaiian Reacuic, BL N CO -089-R'1 CICI
Well Clarlsinuation Record, BUNC1O-089-P100
RiE13cmaien Field Inslallatiorl Record, BUNCIC-089-P1001
Well Clarnsinuation Record, BUNC1O-089-P101
Riezom81811- Fielc Inslallatiorl Reaond, BL N CO-089-R'l CIz'I
Well Clarlairuciion Record, BUNC1O-089-P102
Riezc MEiten - Fielc Installation Reaorid, E L N CO -089 -RI 03
Well Clc r siruction Record, BUNCI&089-R103

R�t2014\Amh abed Qtr 9oabX046 FEZfl1ESE7t t=TM eiML-POM fr 11XI7.6- 7 - to 0— mrs — xwom .WW—A.%
I
i
I
r
y
BUNCO
-089-1
BUNCO -089-P102
BUNCU-0$9
BUNCO-089-PIOI S
BU1C10-089-P100
.� a cL SEAL w
034909 e
LEGEND
200 0 200 400 Fr
APPROXIMATE BASIN LIMIT
AL PIEZOMETER LOCATION
DRAWN: WJi] DATE: 16DEC14 FIGURE
PIEZOMETER LOCATION FLAN
DAM II). BUNCO -89
ENG CHECK: TPQ SCALE: 1.:200
1982 ASH POND DAM
ASHEVILLE STEAM STATION
APPROVAL. TPC,} JOB No.: 7810-14-0152
REFERENCE: NC OneMap„ INC Center for Geographic Information and Analysis, NC 911 Board 2013

TABLE 1. SUMMARY OF PIEZOMETERS INSTALLED IN 1982 ASH POND DAM
ASHEVILLE STEAM STATION
STATE DAM ID: BUNCO -089
PiezometerScreened
Bentonite
ID
Northing
Easting
Total Depth
Interval
Seal Interval
Grout Interval
Finish
(feet)
(feet)
(feet)
(feet)
BUNCO -089-
642810.189
944985.522
100.3
80.3-99.9
73.0-78.2
0.0-73.0
Flush Mount
P100
BUNCO -089-
642913.542
944784.735
97.4
77.4-97.0
70.4-73.9
0.0-70.4
Flush Mount
P101
BUNCO -089-
643547.213
944773.538
52.8
42.8-52.4
35.2-39.8
0.0-35.2
Flush Mount
P102
BUNCO -089-
643790.300
944960.145
54.1
44.1 —53.7
36.2-41.0
0.0-36.2
Flush Mount
P103
* Depths referenced from existing ground surface during installation.

PIEZCNIETER- FIELD INS-7ALLA7ION RECORD (FLUSH MCUN7'
.TOB NAME Duke Elricirgy - AEill eville Rlant AMEC NLIMEER 781(1-1441'152.a1
RIEZOMEIERNO BUNCci—a89-moo INSIALLATIOf EATEI IV21J2a14-12J4J2a14
LOCATION' KIR7H: EI4281(1.189
EAST: 944E 89.922 GROUND EILEV: 2164.55 F7
AMEIC REILD RE RF ESENIATIVB T. C L igkly DRILI. E FI/ CONI FACTOR Garry AlkinsJM 81W
GRAIN l LAR BACP FILI MAT BFIIPII. CIP A2 Qu arilzite DRILI. ING TEICIF I\ IQU EI M u Rotary
30FBBN MAIERIAL 2" 10 flLEli' jclint slol11ed PVC 113cIE. 4'(1) 30REIFOLE DIAMBTBFI El inclE Nclmirlal
31-01 E1128 ama" maclE Ina CIL 11 RE F8REV CE RCIINI E I BVAI ION'' Ground Surlacic
F ISEIF MAI BRIAL 2'1101 flush joirlil solid PVC QS& . 4a) LOCV TYRB IKEY CODE C a ka PadlaclH/9951
Detenmined by as -.built survey
Feilenenae point is gnound si race duaingl installation
WELL CAP
BOLTEI,❑ FLUSH MCIUf T COVER
CC NCRETEI FIA 11 \
ijJ'N2')1EI") mss.
I
ORC UT
R11IER LENGTH C R RISER/
DEPTH TO TOP OF SCIL I❑ SEIC TION
BEINTONITEI SEAL= 8a',CI FT Ia.d FT
= 73.a FTLelow 111usN mauni
ccr�er'
BENTCINITE SEAL = ELA RT
DEPTH TO TOP OR .
GRP NULF R NATERIF L
ELA RT
SIC FIE EIS
GRP NUL AR BACKRILU
C ENTERING DEVIC ES INSTALL ED
ilAPPRCIAIMATE DEPTF S)
Nor1EI
SUN RIC AP
DEIPTI- TC P CIR
1IC HEIEN SEC TICIN
= EIC1.3 RT
NOTEI: NOT TO SCF L EI
GRCIUf ❑ St RF ACE
TOTAL DEIPTH
CIF F IEZCIN EITER
= 1(ICI,"I FT
,ITP BILIZEID WP TER
LEIVEL AFTEIR
DE VELOPN ENT
F RC IV BEL CIW TOP
OF PVC RISER=
7 z FT ON
'I 3/1I/.Ia'14
L ENC TH OF 1IC RE EN)I
SLOTTE ❑ SE CTION ��o�a` I C Al�s�dy�
= 19:6 FT '
� ° a � � eA
qjq
.
SEAL o
DEPTH BOTTOM CIR w (I1 OEM "
SCREEN SECTION; IA) I
99.9 FT
a apo ti
LENCTH OF SUMP & CAP ®�,eipBpd°I�\�y�•
= 0.4 FT (IFlairltoc; if 2/-„
BCTTCIM CIR PI OMEITER
Piezometer Cc nstructicln 11Etalil
am=
Dam ID: BUNCO
-C ElcI Rrepaned Ey: SEK Elate: 2/1612014
ASN EIV Ille Station Fleviewec Ely: 11RQ Data: '111-11/20'4
BuncCIMLEI Ccunty, North Carolina
AAI EC_Wa111nstallaUon F aced, FI ev 4

WELL CONSTRUCTION M,,CORD
TM3 Corm ann bo imcd tars€ngic of niolilp!a wells
1, Well Contrliator Informntfon.
Garry Akins
Woll ContraatrrrNamd
3434 A
NC: Weil Conttrietor Cevtlaiaatlpn Numb4r
M&W Drilling, LLC
ceminrny Mund
2. Well Culistructinn p1m,1111t
LS4illiiappfieab.fip k smeniples rt a. Cosomy, Sfatc, Yar°aaHrre, alej
3, Well 1j" (0116C1[e'vcll use};
[Upp-imilwral
b0cotherm€sl (11caathigtCvoling Supply)
G3 htdmaxiaXominercint
Nou-Wst for Supply ' eit t
0 Aquduv RC0hQr80
Cl Aquifer Storilgp and .R."overy
ClAqut`fer T&A ,
t laperimenlal'1'caltnology
00colhettiial (Closed Loop)
CIt4ItilatiClpnlli'tthl la
Cliiesidendal Wfitor Supply (single)
01(coldentinl 'stater Supply (shared)
00roundwater Remodiation
05alinily 13arrier
❑$tom miter Drai nago
llsu sldenco Coitttol
ITEM=
13 Other (explain undo! k2I
12/4/2014 BUNCO-OW-PI00
�t• J3a to �4'eil(s)Carialtleted: Well ]Cb#
go. Well I,ncat}ant
Duke Energy Asheville
Fhaility/owncrName FucilityUV(if applldablo)
200 CP&L Drive, Arden, 28704
Physical ftddresa, City, acid Gip
Buncombe
County
TYMosi Idnntir'icatloilNo, (PN
5b, LoUtttde and U11gitirtle tai degreeslminatcs/seconds or doclinal dahroom
(Ifwell field, Ono Inlltong Is suiiicioat)
35" 27L52.1.5" i`' 482" 32W,59" w
¢. Is (aro) the well(s); 'OPermawent ar OTemporory
7. 1s this a rep Or to nit oKistingmiii nYas or MNo
i Mtt is o repah"fill dllt knoml well LyFrrSir7ldtifNi (mfOriXAtiOm eml Rgniatm Aa -110010'a of ibe
repair under 01 remarkr Somali or On the Bark afrhla form,
8, Nnalbor of wells eonstruatodl 1
Porgy m011ilu it feeiiaa or nom -,Paler sop:line with the m me covrin(etlari, yart Crrrr
'T06"TO daeJbram,
9. ToMI !Yell (lal tb balmy )anti surt"neot 100.3
PG)•rmrrhiitlelva).4 fire all dejrahr ydfbrent(sxtempie-3&UU'lant 2@i0o) -�
1U. Static 0ftterievol balmy tole of easing! N/A - - - ..,� (ft•)
V'tvater 101'el Is r€Gdua crxrhrY, rare "+"
11, BorDhole di€ motert 8
12, Well construction method: Rotary
0.0, angor, rotary, call IQ, dbut Posh, cto.)
For IitWiml Use ONLY!
22rv'ti lelitfout
� 12/17/2014
Slga lture otevalfled Wall Cprltroolat pefa
fly gring tide form, I her'abv eviVy !fiat lire timUN mu (rvd7V ItarratrYr im M ece w daurd
IVA ISA NCAC 022, 0100 of, IM MAC 0C.0240 Well Coca' mmilm .Strnddalrlr alld than a
copy ofiiria reevrrtliar kwi p -oWded to the owlt omni'•
23. Site dingram or nelciltlonnl well tlotatlst
Ymi may use tiro bnak of this page to pimide additional wall site detods or �voll
evnstrtwliora details, You may Also attach additional pages ifnooessary.
3_111!MT"f"IMr INSTUC;TIC7iNS
24n. Icor All W+ollsi Submit 11115 fort!! within 30 days or oomplellan of well
cwtsliuodon to the foliowlugt
I)lvlsiou of"Wnfor 110sources, Ittfol•inntlon Processing Unit,
1617;Vliet! Sers`ite Couter, Rnkdgh, NC 2769.9.1617
24 h1 fpr lnlactcrst 4Vo11n ON1,iCt hi Rddition to sending tho form to tho rrddross In
24a above, also stibm!t a copy of this form within 30 drays of completion of well
aanshiletion tv !ha 1011ming:
D1Yislan at �'it9ttnt' i�aStilll"L'@B, 1IALleI'�t`Otf illi lrijeatioil 4,'elt El'OI I1i'81,h'nt17,
TQXt lVA'P3,It,SIJP1'Llt"F� :[ 1.,i 8 ONC,Y; 1636 MallSmiee Center, RmIOgh, NC 2769 9-163 6
13a, Ylcld (glrtrt) Med wd of taste _ —• Also s baiWater
fiotte copy e
l ton of thIstiorin withbi 30 days ofoonlpiWon a
133.S]islufaadnn typo elinonnta well eoustwotion W the comily health department of the cvuntywhore.
aonstivoted,
Farslt tiw,I Narill Cnrnllna 7Jepar#matt! afEitvlranmantanti iYatatst Rasavtcds-T?Ivislaa uFwntur Rnsourtaex Rdylsed Aligmi 2013

FIELOMETER- FIELD INEIALLATION RECORD (FLI.EH MOLN1I
Oil �PIN E Duke ErangY—AsHEIyilleiPlaW AMEICI N L MEIER 781 CI.14101E2.CI'I
RIEIZOMETERNO BUNCO -089—P101 INEITALLATIICIN EIATIE Is`Ill(11)1,'ICI,14—'1sAIA12014
LOCATION* NCRTH: EI4Z13.94,'1 EAST: 9441184.739
PIN EC FIE LO REI FIRE 9ENTIATIIb E 111. Qu icl ley EIFIILLE R)l COF TIRACITIOR
CAPINULAR BPICKFII L MAIIERIAL C P #2 QU artaitEl EIFIILLING TEICIFNIQUE-
9CREIEIN N ATE RIAL 2" ID i lu EIh jlairlil sloilted FIVC Il.Iah . 4(I; EICIFIEHOLE DIAME171E FI
GRCFUND EIU EV: '1164.111 FT
Garry Akin:ulM&W
M u c Ratvry
6 inlclh Nominal
9LCI7I SI38 a.C12(1" maclh ine cuiF REIHE F ENCIE ROINT EIt EIVATIION*" C rau r C Surfacci I
RISER MATIERIAL 2" ID flush joint solid RVC Il,&W.40) LOCH 7IYRIRIKE1 CIO❑E Duke Padlack)SE01
Eleteun fined I y as -built s urve�I
"* Refenen(a point Is clnound surface during installation
"ELL CAP
BC1TEID FILL SF MOUNT CONE F
C CFNC RETE PAD \
(j2'X2')1EI"j �a
DEPT H TCI TOP CFR
BENT CFNll EI SEIAIJ
= 10.4 RT
GF OUT
NOTE: NCT TC SCALE
GFOL NE SL RRACE
TCIIAIJ DEIFTH
CFR PIE 2CFNEIER
RISER IJENGTH CR RISER/ _ X17.4 FIT
SOLID SE CTIC N
= 71.1 FT (10.3 R11
I: slaw -IIL sh MOL rlt
�s cloy enl
E ENTC Nil El SE AL = 3.E F T
DEIPTH TO TCIF OF
GRP NUL AR NATER IAL
= ASIA FT
SC FE EIN
GRPNULPR EACKFILL
C EINTE PING DEVICES INSTALIJ ED
IJAPPRO)INATE D8PTH9;
= Narle
9UIVF)ICAP
DEFTH TOP OF
SC REEIN :IEC l ION
= 11.4 F T
LENG l H CIF SC R REIN/
SLOTTED 9ECTIC N
= 'M.6 FT
DEIPTH BOTTOM CIF
SCREEIN SECTION
c1I1.CI FT
LENC'l H CIF SUN P & C AP
= 0.4 F T (PairItEIC )
S1IABILIZ8D WPTEIF
LEUEIL AFTER
❑E�vELOPMEI`T
RRCFN BELL" TOP
OF FVC RISEIF =
8Z .EI3 F 11 C N
'1,I/l EI/21014
� as sl dtl o a
w n SAIL ep
w
034809
BOTTOM C R F I
�1'
Piemmeter Consiructicn Dete it
Cem ID: 8UNCQ-12891 PneranedEly: SEIK Cate; 2,116/20'4
ame&Asheville & a i I C n Reviewed EI�I: TIFIQ Elate: 12/,7,12014
Buncombe) County, orth Ce rcline
AMEC Wa 11 In stalla tla n Ra aond, Rei i 0

WELL C0LXt vT:C UCT10N Rri C0RD
Thie form can be tmd forsingla or mnldple wolls
1. WCIi Ctlrttrri001'3A1•oTtnitl1011,
Gerry Akins
Well Cuatrset4r Naua c
3434 A
NC 4.11 ContranearCerkillaatinni�useGcl^
M&W Drilling, LLC
collipaily Wnlc
2, Well 4 nnsiinlcNoY> AorttYit#tt
Usi all ajr]Acrahtas isettpc,.wis (T.r, G`arltaary. ftw, faa•fauce. lrileaftap, ale.)
3. Well arse (Cllech %yell uso);
Wotor 3ripply wail
r7A,+ rieulturYil
0idYarninI(Hettring/CoolingSupply)
CUn(histriallConvir pial
WOU:
0Aslu ifcr 1t.ochargc
OAqui.tbr Shrruge'and Recovery
❑Aquifor Test
UExperhuoutuI `3`cciruology
nucoti emial (Closed I.onji)
❑NrunicipaltPnblie
U esidenGal Wato' Supply (singlo)
❑ttesidentlat Watel• SYtpply (shared)
00roundwater ft0mcdtnll6l
Elan Rol ty 13acrier
LIS toi'ti9w Ater Dratuago
13$1ibsidence Control
111'racot'
Li Other Oxptntu_Linder 9211
4. Nto Wells) Coiriptotod: 12/4/2()14WeA M#BUNCO-0n9-P'I01
5a, Well Location;
Duke Energy Ashevillp-
Pea;llitylOwner Memo rgi'lity.[U# (if appbcablo)
200 CFI&L Drive, Arden, 28704
Physical Address, City, and Z. p _
Buncombe
County PnrealislotaJitaolioliNo� (111N)
Par lnrerilai u�o rlt�rl..Yl
iflhl I 7'tl _ Ya%3CRtrT1fSY
ft. rt.
F' e( t, PAR Y1€ o.
PYFplri' TO lAivl�'r!rtt 7irrC10EH9S5 htd:LkRlltj
it.
itlto-u 7t,1 ,,., n ti1,t&:1'Kri 7Y Cr4HTtF,S Af3'i'6tt1AL
0,0 rt. 77,4. it, 2.0 1n. k1.140 PVC
it, rt. ba
177,4 � T 0.020 sc as wvc
aR-IfthIr
�1
O.c1 70,4 f{' P0118ndl80rltonito slurry ttlrough tremae !pe
rr I it,
73.9 "'
97,4
rt
GP42 Quartzite
35° 27'53.10" -82° 32'40,46"
12/17/2014
W
ca
8l8vNnl c o W-10ad Well Conh-wor D;11.
6, b (sire) till) Yvell(s)I 01 evnimiaiit or 13'romporaiy
mixt, a iYFI�: i - s::. i
.F owl
'1'e]
#'11114 ar a repah" fttl0110 kanxra warel c,nl+,srri,ellon fat(araaralfon and evp6dij the rarilraw afrtic
DrZCMFTION {cogpr, Lrt!•Anesa, so-lVi^nrk frim, krninsia efc;
0 ft,
197.4
ft,
Roddish Brown Slil/hand
rt.
coustmotion domils. You may nisei ntttich oddidonal pfigus lfneomv y°
rt.
tt
6.LJBMi'f:[AT,firiSTC7C"r QN,5
ft.
24. Eor All i5c11: Subidt Us form witbla 36 days or completion of woll
ft,
comiroution to 11Ye fallowing:
it.
Mvlslan l)1'r�'alOT.ltesatu'eos, ilriMilltkurl PrucosstngXhttt,
n,
1.617 Pbiil Service Cort tet', Xtahigh, NC 1783.9.1.617
rt.
%rltie 7tpi' IMC I _ a In addiliial ill
ft,
24% g6ovo, also tiubmit a copy of this form within 30 dtiya of colnpJetion of well
-
ft,
collst*tloli its die following.
ft,
x
S1ivlslar of Wolof Rossourcos, Undor'ground 111,1aetlan Control Pyogmm,
Sentonite Seal from 70.4 to 73.9 feet
5b. L1ltifude unci Lnti$ltitda in degreesftnini teslseeall as or dedmo tlagreaats
—
22. Corti Ucnflan.-
(if wvll 11010, onoIatlllosig Is surf[vlent)
�•
35° 27'53.10" -82° 32'40,46"
12/17/2014
W
8l8vNnl c o W-10ad Well Conh-wor D;11.
6, b (sire) till) Yvell(s)I 01 evnimiaiit or 13'romporaiy
bly, INOl b rh6s jwral, 1 hcre4y rtr IP Ame fhe lmll(s) 1pa (IMM) catasinia al fn arcarriaire
7. is tills ft rellraic to no oxisting well: 0yos tri' EINo
NIA IJA NCi1G 02CV00 oa, !Sri W4C 62C.o200 Irell CaarxOatoftoar ,StaNdeal>'s rale! Thal a
copy oflhfs rwa7vd has bswf urarvidod to 1hs well aivnea.
#'11114 ar a repah" fttl0110 kanxra warel c,nl+,srri,ellon fat(araaralfon and evp6dij the rarilraw afrtic
relaalr aeadarU21 eraanro-kssaoatav! or alt the-halrkofrhitApaa:
23, Site dingYrnm or titldttlonnl trot! detitilst
tl,
1 ati natty Use til& b11A of fits page to provide additional Well sitO ddaila or Well
it.f Y'r411a Gaii9tt'rletod:
coustmotion domils. You may nisei ntttich oddidonal pfigus lfneomv y°
mrilllrtlt°
rasa'muhlrlu t�Ifaetlalr or araaf•walal• xrapt+l}� Ir>etfs f�rvtY,vttlr rhe aanaa aanxn�uarlara, you aicaa
alefHslrpalefoays,
6.LJBMi'f:[AT,firiSTC7C"r QN,5
9. Totrtir Yvell detsflY b¢Tais lend surYnce: 97'4 (rt,)
24. Eor All i5c11: Subidt Us form witbla 36 days or completion of woll
Pur taartrtale ,Mtn rase rrlrei'epehs !iYV19era:,ar (rcra)aar,1e- 3@,Q' marl2610o'} -
comiroution to 11Ye fallowing:
10,Sfnfie wator lovol below tots of omlag: N/ (rt.)
Mvlslan l)1'r�'alOT.ltesatu'eos, ilriMilltkurl PrucosstngXhttt,
#•siefrsr lave) to above ea bo xxa 19."
1.617 Pbiil Service Cort tet', Xtahigh, NC 1783.9.1.617
ll..i3nralrnto {ilalYit tea'! (tile,)
%rltie 7tpi' IMC I _ a In addiliial ill
12. Wo1T C i t;r
24% g6ovo, also tiubmit a copy of this form within 30 dtiya of colnpJetion of well
-
consbrucuou illothodl T
collst*tloli its die following.
(lx, angor, ratnry, nnhlo, tliwol pisslL cic,)
S1ivlslar of Wolof Rossourcos, Undor'ground 111,1aetlan Control Pyogmm,
KA WATER SUPPLY WELTA ONLY:
1636 Mab Servr"Center, Rntelgli,NC 27604636
1311, Viold (glim) - -- Mothad of last;
24C, Ioy Wntur 50PIX &b CCtlokk sti10119:
_.,
Also eubmil ono copy of t1Yls form within 30 days of owpletion of
13b. Disideatiuis 1ypot . e Arltount:
well onilstructlon to the antinly Wilds dopartwoalt of tho ocunly whoro
_
cgnslaticEsxi. _
I"ariti OW.I Norah Cnrolian 0e00mont oPxruVirorlsnnlitriliA hattlral KiMlIrces — Division pr Wntor Rcisoivcas ltavlsad. AUVA2013

PI820N E -M - F118L D IN c-nAL LAI]ION R000RE (FLLSS MOUNT)
JC 81 NAME Duke Erergy— AshelvilleFlad
FI821C ME TE R N C BL NCIO—CI89—PICI2
l C CIFITION' NORI Ii: 643947.213
FIN BC NUMBE 11 7810-14-(1152.01
IN EITFII LFITION D/1119 11/11/2014 — 11/2912014
EAST: 9447173.5":I8 C ROUND EL EV: 2'1( 9.28 R1
AMEC FIE l ❑ 118HREISEIN T/IIIIVE T. Qu iglE y ❑1111 LEIM CIC N TRF (ITC R Carry AN iris/IV &W
GRANL LFIR EACI< FILL MFIIIEIRVIL G F #2 CIL art iIIE 11RI1 LINCI 1 ECH N IQL E Hallow :Hem Auger
SCREIBN MAI ERIAL 2" ID flL ah joint s laite a PVCI (ISah . 4(I) EORE F C LEI ❑IFIN EITEIFI fl inch Nomir al
SLOT 9213 0.020" rr aah it E au 1 FIBFE`REN CIE POINT BLEIVFITION- C nou r d Su ri acE
RISER MmERIp11 2" ID flush joint solic PVCI (Sah. 40) 1 C CW T) RE)1KEIY CODE
" Determiri ed by as -build s urvey
Reilerence l a it I is ground surface during installation
WEILL CPR
BOLTED RLUSH MOUNT COVEIR
CONCRETE PPD
(, I'X J'X 6";
DEPTF TCI IC1P CR
BBINTCIf ITE SEAL
= 3EI.2 RT
GFaCk T
Dukes Pac locH/°9151
CITE: NOT TO SIC ALE]
GROUND SURRPCE
TCITAL DERTH
CI RIEIZCINBITBIR
RISER UE NGITF OF R13ER/ = 92.8 RT
SOUID SECTICIN
= 12.E FT ((1.3 RT
kEloNn 111us1- maLni
aO% E r'
BBINTCINITE SEAL = 4.6 Rl
DEF TH TCI TOP CIR
GIRA� ULPR NATERIPL
_ X19.8 FT
SC RESIN
GRANULAR EAC KFILL
CENTBIRINC DEV IC HIS INEITALLBID
(IPPPRCIX N/ATE DERTHErf
= NcinE
ElUN R/C AP
DERTH l CIR OF
EICREEf 3EC111CIN
= 42.8 Rl
LENGTH CIR SC RESIN/
SLOTTED SBICTICIN
= 9.6 RT
STP BILIZED WATBIR
LEVEL AFTER
DE VELCIPMENT
FFICM BEI -0& TOP
OF PVC RISE R =
I EL1�I9 RT CIN
1 a/3/�IO'I
CAI040;�
a
°#X SEAL.
DERTH BOTTOM CA a
3C REEIN cIEC TION la l8
93.4 F T
'
LENGTH C9SUN P 81 CAP
0.4 RT fair tEc) --�`
BOTTOM OF IF I ZOMETE R
Piezerr etE r Constructicn Clete it
Cam ID: BUNCO -1289 HreraiedEy: SEK Date: 12/1642014
ame&Asheville S1a1ic n Reviewed Ely: TRC] Date: 174' 7,12014
Buncclmbe County, North CE roline
AME( Well Installation Racnrc, Reu 0

WELL CONSTRUCTION RECORD
'rhk lbrin unn lie uwd aw singly ar mokip[a wall
1,1Vell Contractor lllf'orluntLow
Carry Akins
Wail Cnittraclor NAInc
3434 A
MG V of[Cuiitrnvtartrrii#icntinnNumber
M&W Drilling, LLC
company Name
2. Wel) Constructlen Permit #z-
Llxt all alapl&;rahla Iwrfl pc vu#s a& Comity, Sat -k varha=' 110catarr, etn.j
A. Wefl Vo (ebeuk weld use):
r]A>,r°igulhlrnl
000afhot-mel (Eleathig/ tooling Supply)
� Ll dustrf a UCommea'ottll
BYRO
DAgUprer Revhw#e
OAgairer StoyoEo and Racovery
CIAt)Ulfer "fest
Qlixpei' mclital Technology
ricoothermu[ (Closed Loops)
0municipxaupnlaiic
DReMwitial Willer Supply (singfo}
0Rosidclitful Walor Sapply (;shared)
00reundwnter ltairicd1Atiws
usali,nity 13aan'fev
❑storin wtrtee DMInugo
C1Stlhaldauae Conernl
C7Trsrfer
00tlier (txpalnln uadertM
4, Dnte NYeil(s) Complatod. 11/26/2014 won WOBUNCO-089-PI02
Sn, Well Locarilom
Duke Energy AsheOle
Faeilky/Ownw Nwito Facility IDN (if apgiticablo)
200 CP&L Drive, Arden, 28704
Phyalcnl Addrtws, My, and Zip
Buncombe
County Nroel ldeniifimttou No, (I'IM}
'Farr7i UmDMLYi
22, Certification — -
12/17/2014
5181latmv O ifiedwiAt Caaitr olor Dole
6. T8 (Are) the wi t( t rOPormisilenl or O empilYrary
Byw; ffurng Illls jbnn' I ha'aby c'a+q 81"71 sire 11;711(s) umf (wrr+'e) 1:oweileal In vowntaara6
7. Is #itis a repair to fill existing swell: rlYas or Mu
If t1114',1a a r'CjJaIF; filf alrf larpwtl aVCll4al13tFrinflir! b1f6fluallarr 610 f,vPlalrl the luoplre Of fits
i-Opth, vnder'lld.l ramarb SOCU611 Ir all 11fa bgakcj'Ihie j(,1'r1r,
8. Naoiber of wells constructed:
ivllli ISA AICAC 020,0100 or At iNCt1C> X.0,700 ffwoll Cwr.rrrrrsffor+ 3raaflat9v osd that a
copy noires revord ho,; linea p ovtdad to Ike well owier;
23, Site 1t agram ov addllfnli Al %veil dotaft,
You may we the stack of 11114 page to provide additional well site tletetls or well
constuotion details. You luny also Wadi radditlonal p ilges Ifnoevssory.
Fw mu Npia lrplacllon or own -water *apply hull? ON..r Ivfrh Ifrvsaraa ear strastlarP, you sur,
'Tubintl orleforau.
5'fl Qi'4"1' AL TINSTUM IONS '
9.7'otnl svcll elcpilt faalaw !nasi sUrfuatst 5�$ _ (t't.)
24x1, FIM- Ai[ Wo Is; Submit line form within 30 days of catnplodoll of well
Cbrnnrlt(P)s redia list all dapfha (f'dp)'ermu (arample- J@20V' anti 2Qd00'j
owgiwoOoil to (ho rotlowingt
10, srtntie svator level bolow top Of th ing; _N/A (M)
Ifwtrfer felh.l is abot,e on,sNg' ase "•1-"
I3iwlslnn of Water Resnttreen,Tninrnlntion Processlub itch,
1617 Man Service Center, Rille(gh, NC 27699.1617
tI, Rorollole dirinlelert . {in,)
U �,
12, Well Canstrattlon llretholl; Aug
24tl. Fai' jidwAiga TVA ONLYl In addition to sonbng the form to the Address In
24o ill]t vi; also atlbinit it oop y of ti Us form within 30 doyi of complelliHl of Well
eonstrllolloll to [tic followillg:
Ox- Btlgrlr, rotary, qa*, dlitol peals, cte.}
ft,
FOR WATER SUPPLY WE 111's C)MLY;
ft,
1311. Yield (ginn) Mdtllod of MAI
24ei Far Water uSa Oly Iw.111.10iltion Wells,,
Also submit ona copy of this fot'm within 30 days or conli letioo of
rtmm
wfjll conak'Lletilllf to the W}lln%y heallh dapfatnimt of the aobnly whore
Mustmeted.
rr.
Banti OW -1 Martti Cl mlb1A 17olrnrtmeot o£ tsnvltgtureni mtttNahtrrli itescalrcea Df1 inlan eFVVsior ltnsanrcos Ravlsoll AupsU..b13
7.koryl
r
I 'ro
Yr�3
MAi!'lETKIt a CKPifA.S3 iuTATRIHPAL
ft.
ft.
tn.
FROM
T
tAA Y.Y.f:R 7'tif - t CS HATZ Al -
0,0
rr,
42,8
tt
2.4 fn' uCi-; 40PVC;
rt,
Pt.
tla,
142,8 rs 162.4 12.0 la' ! 4.020 SCH 40 PVC
I� rt. I lo� I
0.0 D. 135,2 "'
ri. rt,
ihrrautgh trerfaie
39.8 rt' 152.8 _ 1.1QPO Quartzlte j
I 1't. rt.
0 9.0 Reddish Brown Silty Salad
9.0 fl, 18,0 rt. Gra Sandy Gravel/Rock Fill
1 B.0 f" 82.8 rt, Reddish brown SiWand/Clay
ft, rt.
rt. it,
rt, ff.
Bentonite Seal if oin 35.2 io 39.8 feet
$5. Latltudu itud Lorsgltndelaa t7egroaslmioutaslseennds or tlodmal degrees.
(irwa[[ jaold, *no latl(ong 15-snllldWat)
35° 27E59.36" -820 321E10.87,1
22, Certification — -
12/17/2014
5181latmv O ifiedwiAt Caaitr olor Dole
6. T8 (Are) the wi t( t rOPormisilenl or O empilYrary
Byw; ffurng Illls jbnn' I ha'aby c'a+q 81"71 sire 11;711(s) umf (wrr+'e) 1:oweileal In vowntaara6
7. Is #itis a repair to fill existing swell: rlYas or Mu
If t1114',1a a r'CjJaIF; filf alrf larpwtl aVCll4al13tFrinflir! b1f6fluallarr 610 f,vPlalrl the luoplre Of fits
i-Opth, vnder'lld.l ramarb SOCU611 Ir all 11fa bgakcj'Ihie j(,1'r1r,
8. Naoiber of wells constructed:
ivllli ISA AICAC 020,0100 or At iNCt1C> X.0,700 ffwoll Cwr.rrrrrsffor+ 3raaflat9v osd that a
copy noires revord ho,; linea p ovtdad to Ike well owier;
23, Site 1t agram ov addllfnli Al %veil dotaft,
You may we the stack of 11114 page to provide additional well site tletetls or well
constuotion details. You luny also Wadi radditlonal p ilges Ifnoevssory.
Fw mu Npia lrplacllon or own -water *apply hull? ON..r Ivfrh Ifrvsaraa ear strastlarP, you sur,
'Tubintl orleforau.
5'fl Qi'4"1' AL TINSTUM IONS '
9.7'otnl svcll elcpilt faalaw !nasi sUrfuatst 5�$ _ (t't.)
24x1, FIM- Ai[ Wo Is; Submit line form within 30 days of catnplodoll of well
Cbrnnrlt(P)s redia list all dapfha (f'dp)'ermu (arample- J@20V' anti 2Qd00'j
owgiwoOoil to (ho rotlowingt
10, srtntie svator level bolow top Of th ing; _N/A (M)
Ifwtrfer felh.l is abot,e on,sNg' ase "•1-"
I3iwlslnn of Water Resnttreen,Tninrnlntion Processlub itch,
1617 Man Service Center, Rille(gh, NC 27699.1617
tI, Rorollole dirinlelert . {in,)
U �,
12, Well Canstrattlon llretholl; Aug
24tl. Fai' jidwAiga TVA ONLYl In addition to sonbng the form to the Address In
24o ill]t vi; also atlbinit it oop y of ti Us form within 30 doyi of complelliHl of Well
eonstrllolloll to [tic followillg:
Ox- Btlgrlr, rotary, qa*, dlitol peals, cte.}
311vi51if11 of Wntol' RLSa111'CeS, Ul34tC1'p;i'giinsl ilijcetlarl l:4nt1'g1 I'1'9g1't1153,
FOR WATER SUPPLY WE 111's C)MLY;
-1636 Nil It Sor vice Conter, Raalolgh, N''C 27609.16,16
1311. Yield (ginn) Mdtllod of MAI
24ei Far Water uSa Oly Iw.111.10iltion Wells,,
Also submit ona copy of this fot'm within 30 days or conli letioo of
1311- l AInfee[ion type: � _-. 11ITItlllni'!
wfjll conak'Lletilllf to the W}lln%y heallh dapfatnimt of the aobnly whore
Mustmeted.
Banti OW -1 Martti Cl mlb1A 17olrnrtmeot o£ tsnvltgtureni mtttNahtrrli itescalrcea Df1 inlan eFVVsior ltnsanrcos Ravlsoll AupsU..b13

RIEZOM®TEF-_FIELE INSTALLA-nION RECORD (FLUSH MOUNT
JOB NAMEI C LING Energy -Asheville! Plart AM EIC r L ME BR a8'Iil '14 q'15.2.(11
F IEZOMEIIER NO BUNCO—OEM-113'10 1 INSIIALLA7ICII` ❑ATE ' ',I,I2112(I14 •.111/25/2014
LOCA1110I`* NCRTF: (4379C1.3g0 BAST: E1449EIq.145 GROW D ELEV:21E3.9(I FT
FIN EIC] FIELD REIRREE EIN-1 ITIS E 1 . Cy L ig ley DRILLBRd CONIIFIAC11OR G arry Akir WIVl &%A
CIRPII`LLAR BFICVFILL MATERIAL C P #2 Quarilzitel DRILLING 11EICIF NIQLE Hollow Steam ALE or
ECREIEN MATEIFIVII. s`I" ID flush jainil slotlled PVC (Sch. 40' E OREF-OLB DIAME1113R 8 it till Naminal
LaII Sia a V120" machine slut REIFEIF ENCEI ROIN T EILEVA11ION ' Grou r C Surfacle
FIcEIRMAIIERIAL 2" IDilush joirt-salid PVC (Sall. 401 LOCKIIYRIEII<91 CICIEIB Duke RadlaakilWE'I —]
' Elateumined I y as t uilt survey
Refanenaa point is ground suriace duping installation
WELL CAP
EICILTE D F LUSH N CIL NT C CIVER
CCINCRElE RAD
(12'� 2')46" 1
DEPTH TC TOP CIF
BE NTC NIT EI SEAL
= 36.2 RTI
GRCIUT
NCITEI: NCI TC SCAUE
GRCIUND SL RFP CE
TCITAII DEPTH
CIF PIElZCIIV EITER
RISER U ENC T H CIF RISERI = ; 4.'1 F T
SOU ID SEICTICIN
43LF1 FT (10.3 F T
t Ellaw flLsh moL Int
CIO%EIr71
E ENTICIN11 E SHAL = 4.E1 FIT
DEPTH TO TCF OF
GRIA I\ UL AR NATER IAL
= 4'I.CI FT
SCREElN
GRANULAR EACKFILU
CENTEIRING DEVICEIS INEITAULEID
(JAPPRCIXIN'ATE DEPTHS;
= NanEI
SUMFII/CAP
DE RTH TOP OF
SCREEN SEC ION
= Z 4.'1 FT
U ENC T H CIF SCR EE N/
SLOTTED SECTION
= 9.6 F1
STABILIZED WATEIR
LEU EIL AFTER
DEVEILOPMENT
FRCIM BELC" TC P
OF F VC ROE R =
4EI.< <I F ll ON
'12/3)[201 z
�®gcl6ltlSlia�A�d
o u n w
"+ ,AL
DE RTH BOTTOM CIF 0 m13
SCREE N SECT ION s vA _fz/& I
10.7 FT a ,�
U ENC TIH CIF SUMP & CAP ��� ° P.
(1.4I'll jPaintac) �
BC TTCIM OF RIE ' I TER
PiEzcmetE r Cc nstNucticn Detc- it
Cam ID: BUNCO -0819 RnepanedBy: SEW Elate: 12,110201d
ameoAsheuillE Static n Reviewed By: TF CI ❑ate: 12/'1742014
Buncc mbe Cc un11y, Nc rth C a rolinal
AMEC ,Well Installation Ra ca, id As u 0

WELL CC)NSTRUCwrIO RECOUP
Tris torah on bo umt For sin 1v or rm Itlplo wells
1, Wtsll Contractor I11ralminlloni
Garry A€cites
Well C owvacwr Nanw-
3434 A
For Yntemal Use ONLY!
ft.
it.
tVC Well ,COP mOtnrCoM� LC lTcatWIII�Niiibbor
&r Drilling,
IVi
�
Nl1itM
ft.
Company Maw
2. Wotl CorestrtictionPorbilt#:_
Usl all appuc able Sapp,-wArlfs 0 e. Con+liy, 31nly I urlrlarCa 1,11CCt}u+! B1Cj
$, l'a'shUsc(cilosiciyoiirasa):
W"%
PAPH
YE,
it.
� 1
wpniii 81IV151Y Well:
0A.6yriwitoral
00isothermal (HeatineCeo[ittg Supply)
Cl fnchlatr3nllCotnmercfal
❑Aquffer Reahargo
U Aquifer Storage And Recovery
CIAcluifw Test
IDEXPerflnewal Tociusology
00cothernmi (Closod Loop)
014mlicfptLYPtiblic
DReshlentlal Water Shtpply (single)
C]lbmfden6aI Witor.Supply (shared)
CIC inundwaW Romediallotl
08111iuity HttIt`lor
I� Slnrn wnwi,Urainago
USubUence Control
U I'nmi.
Pt,
rt.
CtL3,h9lCTRR r-"37fillE,9.9 Br1A'rMIAI,
u11��1z; raze krlcurl>�,ss � txa,`rrt
-1 ft: 2,4 lit, SCH 40 PVC
44,1 ft. 517 rr. 2.0 In. 0.020 1 SCi-f 40 1 PVC
ft. I
_ ft In,
❑.o ft- 3g,g d'• Poral ndfBonlollll Slurry through tremle pit
Pt. Fk.
141.0
©Qco_t_hotmal (klu�tir (:oolt"ng ReWa) C7Clther (explain uadtrr.021 1emarks) I ❑
11/25/201 BUNCO -089-P103
8
�l,Tlate Well(s) Completed: 1'VclllAl#
18.0
Sa, Wall Location:
Duke Energy Asheville
Fuwtylownot -mmilo Fad illy DO (if appilenble)
200 CP&L Drive, Arden, 28704
Pltysical llddmx% City, and Z11) _^
Buncombe
county Pnraest Ideudilaftdon No. (PITT)
FF. j54, i
P-
GP#2 Quartzite
35° 28�i1.82" -82e 3211138.72"
�-
l` C'
----.. -
— - - -
tri' a a. S. ,ip- •k
�ii]SCRII'Tipdi
~_ 'i'n
6. U (are) Ute ivP11(s)t RIPirl'lnnnellt or Cy'CCn11lU1'il Cy
traalnr Raninsrs seiVrark EyUa, $t1tIII l
8.9
rE,
Reddish Brown SITYSand
Pt. 18.0
Yt,
Gray Sandy GrayeMook, Fig
54,1
It.
reddish Brown SlWand/Cla'
Yt,
ft.
commollon dolails, You may alsr3 unch wIdttlollaii pages ifncoassih`y.
il,
Ft.
006111italt(tfarm.
al113i1417"TALINSryli -11063
9.'Iokrtlivtril doptll iscloty lanll slit'P1lccE 54.1 yr,)
24:t, Eat • i LWIN. Submit this Folin widdo 30 clays of oom;dation of h,vell
ft,
f5,
10. stil tit iruttlr tavel but ow top of u9tOng; N/A 00
Benton1te Beal from 36.2 to 41.0 feet
$h.3LaitWde and Lono itidalu dograWmInuteslsoconds or decimal dogroosi
2 C lficationt�^—
(IYwull ficld,.oue 1xt11ong is s13fYlnlcptj
35° 28�i1.82" -82e 3211138.72"
-_,...o 12/17/2014
N W
----.. -
— - - -
�nphlre of Cot ild Well Centmoot Ylmta
6. U (are) Ute ivP11(s)t RIPirl'lnnnellt or Cy'CCn11lU1'il Cy
By 4(gothig th✓:Y jowh I frrrreljy, Cur•Ijfp that the Nall{y) was {lmv) C!]A.almiaotl A flft wVriava
lvhh 15AMG4C 02C,01#0 o!' 154 MC.40 020,000 EVell L`an pifeffan S1rlrxfulvls nerd Mai! a
7, fst ihls a rollnir to en existing iyelti Mes or ENO
aapy uflfris,v:caa-d hot 6ewi prot>Wdto the avallavnor.
Ij7hhr I,r a rrrpedr, fill. ane klroavr well mlydnrulkln drtf'ormewon onel e.rphdn me ltdtxra ajlf:a
sVmir ++refer #21 remarke ssctiair m- on 1ha back of thb farrla,
llc ciin l al` ntf ciitlonat] well dotatSsl
� 'tstn
Yom may use (he buck of tills page to provIdo additional wall slle dotalls or wail
. l.ill1l11Cr ©C'Si'CllB CUSYsII'netL'iI: _
commollon dolails, You may alsr3 unch wIdttlollaii pages ifncoassih`y.
For lrilr11110e Wodloir al` nal -w aftr mprply walla ONLYIrith Iha snula emisrrlrallorl, ylru cart
006111italt(tfarm.
al113i1417"TALINSryli -11063
9.'Iokrtlivtril doptll iscloty lanll slit'P1lccE 54.1 yr,)
24:t, Eat • i LWIN. Submit this Folin widdo 30 clays of oom;dation of h,vell
farnurtl1pr)rawe1Gvllsfcalfdnpdaaffll(¢Ij-,tn1eztrruprle-3 ZtlF!'arr112 1U117
colistmotiolttolbaU10,vlllry:
10. stil tit iruttlr tavel but ow top of u9tOng; N/A 00
Vvlsloli of Water Resources,. ful'nrmatlolt Prooming 1120,
Ytatltar level & abovt; cawog, else ' a-"'
1617 Mall Service C'elltov, Raleigh, NC 276994617
11, Borehole (11mAotem (133,)
204 Vor Infoolim Walls ONLYt b1 addition to standing tiho form to tho Addresa in
A �,
Auger
24ti ubm, also submit a oopy off this fool 1011111 ail day& of Dompletioll of well
12.. Wall oonsil'tiction niciltadt g
oonsaalcllotY to the fallowing:
(l.o. aiva, rol hry, cable, direct push, oto.)
illi'tetoll t1{}Yilt$1` R4S[71tt'CtlS, lfnflal'gl`t1111Yfi I]YJ£CtlU13 Lt17111'el P1'e11t1'l1rt1,
FOR WXTER SUPPLY NVELL:4 ONL Yi
1636 kfull Service Cosltor, Ra 16gty NC 2709.1636
:1311.'Yle1t1 (gp111) Wtfod of tos1,
24c, For Water Sup 6latgctlon Wells:
Also suhinit one copy of this JTvm within 30 days ofooulpledinior
13b. DISinrectim ty11e: Amallutl
well constlaleticn to tine county hoaltll dupahtnlont of thu My whom
_�. _. ,••w�,
oonstructed.
rotrlh 0111.1 North Cntxrlinn I}olmlrtltxnat of Ytawlranlnout aI1(lltAu1r111 lie9at110@6 ulvisian tsf Wrier itesnuraes ltcafscel August 2013

ameO
December 18, 2014
Mr. Dale Smith
Program Manager
Duke Energy
526 South Church Street
Charlotte, North Carolina 28202
Submitted by email: [e-mail]
Subject: Record of Piezometer Installation
Asheville Steam Station 1964 Ash Pond Dam
State Dam ID BUNCO -097
Buncombe County, North Carolina
AMEC Project No.: 7810-14-0152
Mr. Smith,
As part of the Reconstituted Design project for Asheville Steam Station (Asheville), AMEC
installed a total of two new piezometers in the existing 1964 Ash Pond Dam (BUNCO -097).
Details regarding the piezometer installations are attached including a location plan, a summary
table, field installation records, and well construction records. The piezometers constructed in
BUNCO -097 were completed during the period of November 10 to November 26, 2014.
The piezometers were constructed in accordance with the requirements of 15A NCAC
Subchapter 2C — Well Construction Standards by a certified well driller licensed in the State of
North Carolina under the supervision of the Professional Engineer (PE) licensed in the state of
North Carolina whose seal is attached to this letter. Details of the piezometers installed are
attached and include field installation records reviewed by the Engineer of Record (EOR) and
well construction records prepared by the certified driller. The field installation records are
summarized in Table 1. The work was completed in accordance with approved work plans, and
piezometer installations were completed with a standard of care commensurate with accepted
industry standards and in a manner that did not alter the existing function or stability of the dam
structure.
The piezometers were installed to provide data to be used during the Reconstituted Design but
are also intended for long term data collection by Duke Energy. AMEC will collect monthly
readings in the piezometers until March of 2015 at which time responsibility for obtaining the
readings will be transferred to Duke Energy personnel as a part of their normal instrumentation
monitoring program at Asheville. Additional readings between the normal scheduled frequency
may be taken as deemed necessary to support data collection needs. Duke Energy shall
maintain a record of the readings as part of their dam monitoring program that will be available
to the Division of Energy, Mineral, and Land Resources upon request.
Correspondence:
AMEC Environment &Infrastructure, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel [phone]
Fax [phone]
Licensure: NC Engineering F-1253 NC Geology C-247

Fleoond oillPi(ocimelor Instalkitic°n — BUNCC -( W
Eecierrideii �1E, 3G 114
Page 2
Ashavilki Teiarr 31adior
AMEICFrcyieotAlo.; NE 1(1-1=-0153
clincerely,
AMECI EnOonmient 81 Infizatruailure, Ina.
���ro 9 B B 91+lila alp
IP
k BEAL I'VI"
Tlimoth�Ic
uiclley, E� AI
EIOR- FriojElal Erlgineerl
AtiladrrElr1IE:
RiezorrellElr Lacialian Rlan, Figure 1
8 L rr marry of Piezometer: Installed in 'I 9E 4 Ash Raric C arr, , Tal: IEI 'I
RiezorrellElr- Field Installaiian FIElaarc, BIUhCO-097-R' CI4
Well C an:11 rlL ation Reaorid, EU N C O -097•-P' Oz
F iEI2 arralert - Fielc Insil Illation Reaorld, BIL N C O -097-P" 09
Well C an: tnL ation Reaorld, EU N C O -089-R'109

P\E—rw\M*vcb\DLdm\Nl4\w- P— D+At1 00*ft\CAD PEMbETM WCAMM MAKJU7W tlxs7.4p Tlm to Om ZD14 — Mftm w49 mAWOW
i
i
i
BiJNCC1-Q97-P105
B'�NC©-097
a
BllNCO-097-P104
seA�
CAR6,111
o SEAL:
�S 4Q 0
iT oEea �'
LEGEND
50 Q 50 100 FT
APPROXIMATE BASIN LIMIT
AL PIEZOMETER
DRAWN: WJD DATE. 184EC14 FIGURE
PIEZOMETER LOCATION PLAN
DAM ID: BUNCO -97 ENG CHECK TPQ SCALE: 1:200
1964 ASH POND DAM
ASHEVILLE STEAM STATION
APPROVAL -70 I JOB No.: 7810-140152
01
REFERENCE: NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board 2013

TABLE 1. SUMMARY OF PIEZOMETERS INSTALLED IN 1964 ASH POND DAM
ASHEVILLE STEAM STATION
STATE DAM ID: BUNCO -097
PiezometerScreened
Bentonite
ID
Northing
Easting
Total Depth
Interval
Seal Interval
Grout Interval
Finish
(feet)
(feet)
(feet)
(feet)
BUNCO -097-
644847.977
943912.409
54.5
44.5-54.1
37.6-43.2
0.0-37.6
Flush Mount
P104
BUNCO -097-
645029.624
943789.910
48.3
38.3-47.9
31.5-36.0
0.0-31.5
Flush Mount
P105
* Depths referenced from existing ground surface during installation.

FI8aC1VI81BR- FIBLD INSTALLATION RBCCRE (FLUSF NICLNT)
JOB � AM3 Du N E EnE ugy - Ash E v illE Plariil
AM3a r L MB3R 7181 a-14 -011,12A 1
FIIE1ZOMBT3R I` O BUNCO -0971-•P1(14 II` EITALLATION DAl B 1 1 111 1 )12(114 - 11/s'IEI/s'1(1'14
L OCAI ION, NCIRTH; E144801.97171 EAST: 94 391;1.409 C RCIUN11 ELE V: A'11714.,26 FT
AMEIC FIELD REIPRE EIBNTAIm T. Quigley IRILLERJCO( TRACIOR Garry Akirls/M&W
GRANULAR EACKFILL MATERIAL GF #sl QuartaitE EIFRILLINGIECH NIQLB Hollow Siem AlugE11
EICR33N MAI 3RIAL 2" ID flush joirlil alottE c PVC (SCh. 401 BOREIHOL 3 I VIM3IER 8 iris 11 Nomiriz
SLOT SI21E1 (1.0:1(1' machiric cut RBFBRBNCE POINT 9L3VATION- G riou rlc Surf ace
RIS3R MATBRIFIL 2" ID flush jalnt solid PUC IISch .' (I) I OCK IYPOAKEY COEIEI Duke F z c locH/9€191
* Deter mined by as- built survey
*' Re'lerence point is ground surface during installation
WELL CAP
BOLTED FLUSH N CIUNT C CIVER
CCINCRETEI FIAD
QJZXZ>X EI")
GRCIUT
RISE
1441111ii6i,
LENGTF OR RISEIR/
DEIPTH TO TCIP CIF
SCIL IC SECTION
BENTCINITE SEIAL
= 3-1.6 RT
=
= 44.' FT (10.4 FT
H EII1aw 111U91' mou rii
:.
aoveu)
BENTONITEI E EAL = E.EI FT
_�®:,,,,,,,
C EPTH TO TOP OF ��
DERITH TOP OF
SCREEIN SE CTICIN
C RANULAR MATERIAL
= 44.E FT
= 43.2 FT
ECFIEEIN
LENGTH CR SCREEN/
SLCITTED SECTICIN
C RANULAR BACKFILL
= `I,EI FT
C Ef TEIRINC DEVICES INSTALLEID
(APPROXIMATE DEPTHS;
DERITH BCITTOM CIF
= None
SC REE N SE CTION
E4.1 FT
LENGTH CIF SUMFI & CAP
SUMP/CAP
= CLz FT Tairlie('
NOTEL NOT TCI SCALE
GROUND SL RRACE
TCITAL DEFITH
CR PIEZOMETER
rI2.1I FT
STABILIZED WATEIR
LEVEL A F I ER
DEUEIIJCIPMENT
FRCIM EIELCIW TCP
OF PVC FUSER =
4z .5f1 FT CIN
1,', )1312(114
BCIITOM CIF PIEZOMEITER
RE2ometer COnE tructicln C etc- it
Cam IC. EUNCO-0171 Frepared By: SEK Elate '12.1'1612014
amcAE r EIV Ille d tation Reviewed 3y: IF 0 Date: 12A,17J: 014
Buncclmbe CClunty, North Carolina
AM EIC Well lnsta Ila tia n Rena is F ev 6

AEULL CQNSTRUC ION "I CQ"
Thih form snit be iued for stnglo or mtitlipto w0s
1, Well Cuntrnctor 2nfua'mation;
Garry Akins
Well ContmctarNzim
3434 A
NC Wall Conitnctnr Geniftaat[oil Number
M&W Drfffing, LLC
Coulpany Name
2, Well Constrttction Yarmit ii; _
List nl1 epplicabfa mr(l porn:lla 6.a. Car+rr% 5tnla, lrarlarrcd:Injeallda, afe, j
3.'VVeII Tlsc (elsccic wall rase};
DAgricultulnl
❑040thorinnl (FlcatiDpJGoalhlg Sr pply)
OkidtiatrlilXomincrolat
Well
G]AquifarReehargo
[]Aquifer Storage and ReoovoSy
C]Atlltifor Test
0Iixperl;nenta1 eohnology
00cothernzal (Closed Loop)
00othemial (Vtmtingtcoolhj&
C]IvlutllclpiaNfluhlia
t]Residentiol Witter Supply (singla)
❑1t.esidenHal Watw Skipply (shared)
❑ ©Inn ndwator ltsmedladan
❑Salinity 1larrlor
Mormwater Drainage
DSubeldenca Control
ClTraear
under '121
4.17ntaVVell(s)t:om(xlatedt 11/26/2014WcilIl7BBUNCO-097-P!04
sit. Well 1'oeatlonl
Dake Energy Asheville
FocilltylOwnerNnma paeiilty mr: (4Colapllanhle}
230 GP&L Drive, Arden, 28704
11hysloni Address, City, sad Zip
Buncombe
County Purcul IdenliCir:alion No, (URI)
Forlutunial Use ONLY:
rRo"A
TO
.11
�nzsc 2ti+' tON . . - -
ft.
ft.
ft.
ff.
FttOi41
TO
D1A,14LTFlk THIC1093S
?o"AJ VAL
I+ROM
I TO
I DIAMETER I THJC[Ch'F'S9
MATERIAL
0.0 tc.
44.6
fi,
2,() � In. SCFE 40
PVC
WrAVit
4a 7}i:.i ,A .1Y1+. -.{{.� ik .. ..
illi0l5l
TO
PAt THI(~ SLOTSTZC 71"C"MS MATERIAL.
44.6 rt' 54.1
2.0 t"• 0.420 SOH 40 PVC
`PI..ACI3SSIJ"M6VED&
PROM
TO
PIATMXU, C ARRUNT
0,0 t+
37,6
ft
Por0andffle'llonite Slurry through tremle p1pe
[t,
ft,
rt.
J
ft,
l�
'
FRONS
TO
MATERIAL rKPI ACC, M, T MET110D
43.2 1t.
64.5
rt.
GP -#2 quarizite
PROYf
Tfl
n�SCR.IFT;t],Y toaiar ligniarrs, b©a7narwi n rein arca OSc.).
0 '1'
12.0
fr.
Dark Gray Ash Filf
12.0
54,5
rt
faddish Brown S1illSand
ft.
rt.
ft.
tY.
rr,
tt.
BentoNte Seal from 37.6 to 43,2 feet
5h.Y.ntlhideand I.ongllttdo In dog aeesfminl;teslseecnds ez� doclmml dogrersi 22 rtil aalltaai;
(If W011 Ulu one fatltong ;tilde Innt)
35" 28011,91" N -820 32[J31.84" ��, 12/17/2014
SlgnatnoivKnr CredWellCootradcr ;]ala
6.1.s (nre) tlto wolI(s); SP, lrnianeslt or OTarnporary
7.18 tills n repair to nit oxisliug wells Mes or oNa
ff 1tPh,lr a mpotr,,flll atel krraivn Seal/ collrlrrlcflmr JVorsmlloi lead urjrlahl the nalifee vjrhe
ITP00, irirrlm. Nal renut trsdclldl) nr on the back of llrtafalaa
R. Nurt41or ofwclis cousla'uctud; 1
Fimnirdelple irrjactlan arnea-surfer sryip1a,1wa1ls ONLY WA the ilwxe aAtrsnYrcllarr, you call
41600 orleforvi.
9. Totnl wall depth balmy hind sorfaeas 54.5
For nudelfilu iye& lftl all ddgfke (rdo'ccredgi (sxn+uple 3@200'tru<t 3@100)
10.8iAtie sysltorlevel 40101v top of casing; N/A (ft,)
1f wwar level to above cedog, use "+'
11.1lorcholadhimoter; 8
12, Well eoltstruetloo netfo,., Adger
(t,o. Magor, sninry,onislo, direal pualt, ale.}
By,argNlpg, fhls furan. 7 harreby acr* Thal tha sswl(s) :wo (weir conslrrtcled la aacdrdmod
10h IF,rI NCxC 02c, 0198,01, LM NCAC 07C,0200 Well C:al>alrriclfpt) 51011rlm& aroyl tfrnl a
espy aflhls raaard has baan provided to 1hn nwR envier.
23. Site dingmat or additiouill wall deta ts:
You wiry use tho back of lhls page to provide t:dditlonnl well site details or wail
conelmotian details, You may also attach odditionel pogaa trueomary,
5i]13M I'TTA ll I mirUCTi ONS
24% For All Wells; Submit this form w1dibi 30 days of completion of well
conatttiction to the foilowfng:
Divlsfou of"liirnter1kosouxees, Inraratation Proewing unit,
1617 Mail Sex'vtso Ccltter, Iinleigb, NC 27699-1617
2iM 'Cor Ittlac(lo is Wella ONLYI In siddition to soadiag the loan to tho address In
24 above, tilso stiliinht u copy of this fban ivltiiin 30 dnys or eornpleiloll of well
coos IMO lots to the following;
1)lvisioil of Wnter Resoareeg,'Un rler'gro:tnd I5jeciloil Colitrol Plwgrnn3,
FOR WATER SUPPY Y Y'VJs',I,YS ONLY. ICBG iwlrill Service Coaster, ktalelgv, NC 277699-1636
13a.y1ald (gpzn) h4otltod of testi 2k. For Wetter Supply +_yf U16otlon WOW
Also subinit one copy of thie tbtin withht 30 days of completion of
13Ta,1 kinfact'ion typat Aiuonut: _ well eoltstrnotlors to trte ontialy health clsiynrtinent of tho oountywhotaa
oomtruotcd,
l+onuQw.I North tHyalineDopnrinient0MAVknnniontand NnlumlRosoorm—DlyCa aoi'WnierFAsoumt* RovitedAeigslst2413

R182ICMETER- FIELD INSTALLATICN R®CCRD (FLI.EIH MCLNT)
JCIE I` DIME E u k a Eriangy —,As h eivillel Plaril PIN HW L ME E F 7810-14-01E2.01
PIE21OMETEIR0O BUNG®—(K71-131(lE IrEITALLAl1101\ DAME 11/1(11`,1(1141-1'I/2EU21(l14
1-CICP171CI1\1 NORTH: 645(12ISM241 ®HIST: E413789.91(I GROUNE ELEV:,1174.17 FT
AME3C FIELE REPRE SEINTA-MVE T. Quiclley IRILLEIR4 CONTRPICITOR Garry Alkiris/M "
GRANULAR EACKFILL MPTEIRIAL GF #e1 Quatib i11e1 C BILLING TEICF IN IQUE1 Hallaw/ Slem Aluger
.ICREIEIN MAIIERIAL 21' ID 1111 E h .joirll E lot ac PVC iISch. 4(1; EORE HOLE C IPIN EITEIR EI 1rICIH Namirlal
SLOT SIZE] (1.0,`1(1" nlachiria cut FE3FEIFE3NCEI FIOIN7 Ell-ILATION" Gllourlc Surlacia
RISEIR MATEIF IFIL ,'1" 111 fly s h joint solid PVC 113d 41(1) L OCK lIYF1E1/k BY COE E Duke Pac Ioak/5 c 91
* Detei mined by as. L uili survey NOTEI: NOT 1 CI SCF L 9
*" Relerer ce point is ground surface durir g installation
WELL CAR,
BOLTED FLUSH NCIUNT CCNERI
CICINCIRETE PAD
11,I'XZME") GROUND SL RIFACE
E ENTCINITE SEAL - 4.G FT STAEILIZED WATEIR
_.. DEFITH TOR OR LEIVEL ART ERI
DEPTH TO TOR OR SCIRIEEN SEICITION DEVELC PMEINT
GRA NULA R N ATE RIA L118.11 FT RROM BELOW TOP
3EI.(I RT CIR PUC RIMER =
44. El RT CIN
12,12,1001z
SCIREIEN LEINCTH CIH SCREE N/
SLOTTED SECTION
GRANULARI BACIKFIL L = 0.6 RT
CIE NTERIING DE VIC11S INSTAL L E❑ QuiSEA L«
QAPPRICIXINATE DEFITHS1 ❑EIPTH EIOTTON OF034
a f e
�w
None SCFE EN SECTION
= 40.9 RTS°"�°
L E NCTH OF SUN P & CPP°
SUMP)ICAP = (I.4 H11 (Poin`IEdj
BOTTCIN OF FIIEZON ETE R
Pie2clrrEter Construction Detail
Dam ICI; BUNCO -097 Fit epaiedEy: 9EK [late: '12,116/120'14"
AsheVlllE SlIeticin Reviewed Ey: -IPQ [late: 121'17,1201,
ame
Buncombe County, North Carcllinca
AME C Well Installation Rea ond, Re u 0

WRLL C
MTSTRVCTfQN RE,C;t7�tll
This 61(111 wn be used roe airigio or ntal#lpIt twolls
1, Well Con traotor Into rnln tion;
Garry Akins
wolf emn'actor l` dglt
3'34 A
Nc wolf Contractor Certification Number
M& vY DrIllIngy LLC
Unnpany NamiG N -
2. Nell Corlstructiott
L121 all applivable uwlpetlral£s 6.c. Cotnly, SIr1£c, ifarilrt rc Grfeailar, elc.)
3. wall 118P (thuk wall ease):
water SuontV Welt!
IlAgdollltliral l iMonivi'l illi ashlle
00cothermal (FlaatinglCovling Supply) Ol:asidential Waiar Supply (shigto)
0lndustriallCotnmorditil OResidentiol %ter Supply (sliarerfj
Well
Monitoring
DAquifrtt' Reohargo
00roulidwatur ltame:dJatton
l:lAcluifer Storage and Recovery
QSnlinity Barrier
Mcfe fcrTest
UStoralwatcrDruinago
DExperimoutalToohnology
E7SuhsidenceCoArol
00oothzrtnnl (Cloned tool])
I.IT `awr
06d0thOlITIM(1:":lt304919'661i ROW[*
00 diel'(tl7fl3 lni a under 12.1 Rowo rks)
a. Date Wel](9) Couiplotedi 11/26/2014�y eft1D BUNCO -097-1 106
Sri, Well Lucail6ni
Duke Energy Asheville
F4c11tty/0wrwr N1imu
200 CP&L Drive, Arden, 28704
PlwlcaI Address, City, and Zip
Buncombe
Bacllity III# (iYapplWablo)
County Vat"I ldetit] firot10nNo. (M)
Tiorlsaternnl use ORLY:
i
x1#1,
i_RYl1L
7'0
11LS(AUPTION-
fi.
£t.
-..__.
rt.
n.
1
t
I
woo
TO
tltAlfl'rxii 1 rt'X stns iSiAl MAL
ft,
Taft,
��'}
las.
..
G"it[ia1
Lo
DW it1•Gn 'rHICi[(ggs ;kuylinki.
0,0
ft' 138.3
n'
3,0 ln' SCH 40 PVC j
,uto'M
I
TO
nlrtiarF.T" st.OTSIZt
i'tJIM14ess MnTira#At,
38.3 147.9
12.0 I°' 0.020
SOH 40 PVC
ft,
ft.
fn,
giom 'ra
t~ta - ttr t. FMPLAC&ME—Mr
METITOD& ANO UNT
0,0
ft,
31,5It,
Po111andJF3®neon SIurry through treii Alpe
ft.
ft.
FROM
a.
TO r
rt
NFATMUAL- Iii41PLACR11t1tN'#'�lE1irCJii
36.0
rt.
48,3
ft.
GP#2 Quartzite
ft,
1r
ft.
��
FROM
TU
PliSl:lttl'TLLitt ao-lor-Uaralnras sullhbsk c ralaa. a#r ck
0
rt.
17.07
rt,
Dark Cray Ash RV
17.0
ft,
48,3
'•
Reddish Brawn 51it15and
ft,
It.
rt.
ft,
.rte
Bontonito Sall trolls 31,5 to 36,0 foot
5h. Latitude And f ongttada is doli Inutollseconft or t 4dmal dagrobs: 22, Cei.ufientionI
(ifwall Feld, 0110 lat1fou ; is atifttclaatt)
350 28F 13,661 -82' 32013.40 W12/17/2014
Si�iataro o itiFcat FYal1 Gbntenc#or � [lute
6. is 01e) 1110 well(s]c. t ar'tnsttsant or OTanipiwary
7. Is this n repair to an eitlsting well: t7Yes or ii
!f £ills s, a repair, fflt ore£ k£iaim w4f (Intl arphdn NO ijawre of fhs
rreparbl andel• 001 earmarks secdo)i or ori lb4 berth vflpls fart.
S. Nuinhar of wolls cotsstructod.
Por walllple liYeellon or uwr - water slrpply swells O?Vky)VIth Ihm Berme sorisrrlrortlli, yeal vire(
sabadtono,forni.
9. Total wall depth halon land surfs#cc: 48'3 (fi,)
P'ar INUMlrld kWffi;11x1 tall dayarlhr frrytirvrr£ (example- 3 ai 2M' and f cr 106)
i(I. Malle lynter lovol he.tow toil of casing, N/A
If) weer+•leiOI&obvver(wfs rf, (Ise "+"
1 #. Bor 0hula fllntttetar: 8 (in,)
11'si1e11cons(clicl1011nlatll0il. Auger
(I.a auger, nelory, onho, tliraut gash, etc,)
By,lignI rg ibis fans, I nar'sby evig(fy their lire 104711(1) nrns OVUM) Ctanstrytefed IR 114001 4tee
s0ih I,sA NOI C 020,4100 or ISA MCAC 02C.0200 Well ComilAfe6orl Slarrelavds and dmf a
COPY of ffiLe rarart'ef 8trs bualr p VVIded In Itis iwall urar MJ%
23.8ite dJa9rnnt or'sttit Moral well tletaflsi
You may use filo OR* of tisis gaga to providxl tdditlona#1 well site detoils or hell
concetruction•details. You tray also attnah additional pages ifnccossary.
.S U B M ITI'AL INBT..VQ1JDN,5
Zia, For Ali IVa i SAnilt this form wilhin 30 days of complotion or weil
callsisircilon to (fie rallowhig!
Division nf'ftter Rosouraas, Tit iorninflon Proeoging UliIit,
1617 Ma It Service Canter, Aiilelglt, NC 27599.1617
244, For iiflection'Nel1S ONLY: In addition to xondlog tho rosin to flit: asddeems 61
2Aa L#bo , also stibinit a oopy of this form within 30 days or oamplalimi of well
oonst(laotlon to the roltowing:
Division of l,Yrltor lWoatrces, Undergr rand Taaltcilon Cants ai iaa'esgrltrti,
'FOR WA7E S-11 i1'LY WELLS ONLY; 1636 Kill] Sorvfeo Collor, kit Iolgli, NC 37 699-1 636
131. 11161(l. (ii Merited of tent: 24c. For _'4Yai ur Silk& Ra lajoa:tion Wellss
Also stibnalt one copy of this f'oun within 30 flays tel coitlplelifl#i or
13b. Distals Mon type, Amonatl _ ,._: wol} colistlnioilon to Ills c uaty health deli of the. nowily where
ctuintrootod..
roan Gw- l Noah Cafvlllio DOPilrtinclll Of IIHVIP00mont and Nolmni Rusain'om - UMj;len of Water k w4SaiL°i18 RdvlaecE Auguat 2013