WCS Consolidated Interim Storage Facility Safety Analysis Report Revision 2
Page C-1
Attachment C
Boring Logs
(16 pages)
Total Depth Bottom of Ground Top of Depth to Top of Red Monitoring Well/ Date Drilled/ Well Well Elevation Casing Top of Red Bed
Piezometer Name Completed (ft btoc) Elevation
(ft msl) Elevation Beds Elevation (ft msl) (ft msl) (ft bgs) (ft msl)
PZ-36 7120105 78.98 3419.51 3494.79 3498.49 75.0 3419.79 PZ-44 1/22/08 82.98 3416.90 3496.59 3499.88 77.1 3419 .49 PZ-46 1/23/08 93.83 3412.04 3502.38 3505.87 87.4 3414 .98 PZ-47 1/24/08 92.22 3411.56 3500.60 3503.78 87.0 3413.60 PZ-57 1/23/08 99.56 3415.44 3511 .79 3515.00 93.5 3418.29 TP-64 1/11/08 70.81 3433.99 3502.08 3504.80 65.3 3436 .78 TP-65 1/11/08 57.68 3436.07 3490.40 3493.75 52.5 3437.90 TP-66 1/10/08 57.78 3430.88 3485.45 3488.66 51.0 3434.45 TP-76 217108 53.42 3436.78 3487.06 3490.20 47.1 3439.96 TP-77 217108 51 .30 3436.09 3484.19 3487.39 45.4 3438.79 TP-83 2/11/08 55.55 3435.60 3487.77 3491 .15 49.8 3437.97 TP-84 2/12/08 65.24 3429.59 3491 .56 3494.83 58.7 3432.86 TP-87 3/15/08 49.02 3438.47 3484.17 3487.49 43.3 3440.87 TP-136 3/20/09 55.21 3438.01 3490.17 3493.22 50.5 3439.67 TP-137 3/20/09 56.46 3434.68 3488.00 3491 .14 51.5 3436 .50
0
0
PROJECT: Waste Control Specialists LLC
LOCATION; Andrews County, TX
DATE: 7/20/2005
DRILLING COMPANY: Groundwater Monitoring, Inc.
DRILLING EQUIPMENT: CME 75
DRILLING METHOD:
II) (J II) :::::i
HSA lo 30', Air Rotary 30' lo TD
STRATUM DESCRIPTION
Fine SAND d tan. CALICHE, moderately hard, very dry, white to tan.
SAND, line grained, well sorted, loose, dry, reddish brown. Similar to above (STA). damp at 9'.
10 ;~~~ SP
15..-+, ..... .:..,.,-1--~t--.,.,-~-:-:=:.-:~~,...-..,....,.~~:--~~~~ Clayey SANO, fine grained, loose, damp,
20 SC
25
GW
CL
reddish brown,
CALICHE, orange sand matrix, moderately hard, dry.
Slml'ar to above but slightly harder at 34'.
CALICHE, very hard.dry, plsolitlc, while to tan
Sandy GRAVEL, moderately hard, chert gravel is various colors, generally less than 1" diameter, and sub-rounded, dry.
TO:: 79'
WELL I BORING NO:
NORTHING: 6878185.3457
EASTING; 563718.5732
ELEVATION: 3495
TOTAL DEPTH;78.0'
'#. 0 w a:
3490
3485
3480
3475
3470
3465
3460
3455
3430
3425
PZ-36
LOGGED BY: Ed Hughes TOC ELEV.: >491.49'
WELL CONSTRUCTION
CernenUBentonlte Slurry
2-lnch Diameter PVC
0
PROJECT; Waste Control Spaclallsts LLC
LOCATION: Andrews County, TX
DATE: 112212008
DRILLING COMPANY; Talon LPE
DRILLING EQUIPMENT; Ralchdrlll T-650-Wll
DRILLING METHOD: Air Rotary
i!: ..I 0 g in D. ~ UJ c >-(/)
~~: ~~::·{~·~~
5
10
15
20
25
55
60
65
70
(/) u (/) ;:j
SP
SP
SW
GW
STRATUM DESCRIPTION
SAND, fine gFalned. weO sorted, loose, dry, oran e to tan. CALI HE, moderately hard, dry, light gray, pisolllic with tan sandy matrix.
A D. well sorted, loose, dry, orange lo Ian.
CALICHE, moderately hard .. dry, Dght gray, pisoliUc.
Slmllar to above, very hard, wh~e to ICght gray.
Gravelly SAND, well g1aded, loose, dry, tan.
Sandy GRAVEL, wel• graded, we I cemented with tan sandy matrix. Gravel Is various colored chert. sub-angular to sub-rounded gravel.
WELL I BORING NO:
NORTH NG: 6879514.4814
EASTING: 661028.2106
ELEVATION: 3496.6'
TOTAL DEPTH:B1'
3495
3490
3485
3430
pz .. 44
LOGGED BY: David Lawler
WELL CONSTRUCTION
CemenUBentonlte Slurry 2-lnch Diameter PVC
Bentonlte Chips
Sand
3425 1"""t':-'+-2-lnch Diameter PVC
"' ~ ~ i
75
Saturated. CLAYSTONE (77.1'), plastic, maroon.
ao~r.(.a"J---4---~-,,..------~---------------'---J TD:81'
Screen
3420
Well End Cap
3415
at-~ ........ ~__..__ ....... ~~~~~~~~~~~~~~~_._~..__~..._~_._ __ _._~-=i~~~~------~~~--~ - c·· COOK.JOYCE INC. PROJECT NO. 03047.05 " 'I ENOINIERINO AND CDNSULTIND ii: 1,2 WEST EUVENTlf This boring log should not be used CD:5 AUSTIN. TEXAS 7170,·2000 I 1y f th r1 I rt.
1s1214141o9097 FM is121 47._81113 separa e rom e o g na repo n.__ _______________________________________________________________________ P~A~G~E~1~0~F.....;..1~
0
0
PROJECT: Waste Control Specialists LLC
LOCATION: Andrews County, TX
DATE: 1/2312008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrtll T-650·Wll
DRILLING METHOD: Air Rotary
65
STRATUM DESCRIPTION
SAND, well sorted, loose, dry, orange lo tan.
CALICHE, moderately ard, dry, tan, wlth orange sand matrix.
Slmllar lo above (STA), moist.
CA ICHE, moderately hard with Ian sand matrix, dry, light gray, plsolilic.
STA, hard, fight gray to white.
STA, very hard.
Gravelly SAND, well graded, loose, dry, tan to light brown.
; 70
i 75+r..r-t.~~-+--.s~a-nd~y~G~RA""""'V~E~L~.-WB--::oll-gra___,d-ed~.~,o-o_s_e.-d~ry-.~~-( Gravel Is various colored chert In a tan sand
~ matrix.
~ BO ~
i ~
i ~ i i
85
95
LAYSTONE (87.4'}, stiff, maroon.
WELL I BORING NO:
NORTHING:
EASTING:
6879390.3302
563517 .291 5
ELEVATION: 3602.4'
TOTAL DEPTH:91'
3500
3495
3490
3485
3480
3475
3470
3425
3420
3415
3410
3405
PZ-46
LOGGED BY: David Lawler
WELL CONSTRUCTION
CemenUBentonlte Slurry 2·1nch Diameter PVC
Bentonlte Chips
Sand
.....,f-':'i-2·lnch Diameter PVC Screen
Well End Cap
~'t---'-~....___._~~~~~~~~~-'--'----'-~-'---L-____;;L..-~~~~~~--1
!:! c·· COOK·JOVCE INC. PROJECT NO. 03047.05 112 WUT ELEVENTH This boring log should not be used a:~ 'I ENGmEEAIND AND CDNSULTIND
il is111~~!~:inTE>lA1A~a~~12:~aa63 separately from the original report.
a~------------~~~~------~--~--------------------------------------.....:..P~AG.;;;;.;;;.E~1~0F;....,.;1-J
0
!= i 8 i i C)
9 a ~ ~ 8 ...:
~ ~ ::t ~
i § 0 z iiC 5l J
PROJECT: Wasta Control Spaclallsts LLC
LOCATION: Andrews County, TX
DATE: 112412008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrlll T-650-Wll
DRILLING METHOD: Air Rotary
~§: Q
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
..J g ~ (/)
.... . . . . . . . . . . . . . . . . . ·.·.·.· .·.·.·.· :~:~:~:~ :::::::: .... . ·.·.·.· .·.·.·.· .·.·.•.· :::::::: :}~:~ .... . . . .
(/) 0 STRATUM DESCRIPTION (/) =>
SANO, fine grained, well sorted, loose, ry, SP orange lo light brown.
SW
CALICHE, moderately hard, dry, light gray to tan.
SAND, fine grained, well grad orange to Ught brown .
, loose, dry,
CALICHE, moderately hard, dry, light gray to Ian.
Similar to above, very hard, light gray to white.
Gravelly SAND, well graded, loose, dry, Ian to light brown, various colored chert gravel.
Sandy GRAVEL, well graded, loose, dry. Sand ts tan and gravel is sub-angular to sub-rounded various colored chert.
C••cooK-JOYCE INC. ENGllllEiRING AND CONSULTING
812 WEST EUVEM'H AUSTIN. TEICA& 78701-li!llDD '11!111!1 <17 .. !11197 FAX 15121 &7 .. 8483
WELL I BORING NO:
NORTHING: 6878917.0254
EASTING: 565277.6223
ELEVATION: 3500.6'
TOTAL DEPTH:89.5' UJ ';ft ~~ ..J ~i' ~ u oz ~ UJ ..J=> o~ c:: mg
PZ-47
LOGGED BY: David Lawler
WELL CONSTRUCTION
Cemenl/Bentonlle Slurry 2-lnch Diameter PVC
Bentonlte Chips
Sand
t::!lt~-2-lnch Diameter PVC
3410
3405
3400
This boring log should not be used separately from the orfglnal report.
Screen
Well End Cap
PROJECT NO. 03047.05
PAGE 1 OF 1
0
i::
~ g ~ ~ § 3 ~
i 8 ,.:
a VJ
~
~ i § Cl z ii'. 0 Ill a
PROJECT: Wast• Control Speclallsts LLC
LOCATION: Andrews County, TX
DATE: 1/2312008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrlll T·650·Wll
DRILLING METHOD; Air Rotary
:i::: li:c: w-c
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
STRATUM DESCRIPTION
... ·: , ·,:·.. AND, well sorted, dry, orange to light brown . . ::··~:~:.~~:{::··
}~~/i~::: SP Similar to above (STA), mo~t.
SP
SW
GW
LICHE, moderately hard with orange sandy malrix, dry, light gray.
· AND, fine grame , we sorted, loose, dry, orange.
CALICHE, moderately hard, dry, light gray, pisoliUc.
STA, very hard, dry, white to llghl gray.
STA, moderately hard, dry, light gray to light brown wtth orange sandy matrix.
Gravelly SAND, well grad , loose, dry, various colored chert gravel.
Sandy GRAVEL. well cemented, Gravel is sub-rounded and various colored. Send is tan.
CLA YSTONE (93.5'), stiff, maroon.
TD"' 98'
'
C••cccK-JCVCE INC. ENDINEEJllNU AND CONIULTIND
812 WEST EL.£\IENlll AUSTJN, TEllAS 71701·2000 '115121474-1017 FAii 1512' 474.9453
WELL I BORING NO:
NORTHING: 6880721.3582
EASTING: 563883.6205
ELEVATION: 3511.8'
TOTAL DEPTH:98' w -' a. ~ f/J
3510
3505
3500
3495
3490
3485
3480
3475
3470
3410
3405
This boring log should not be used separately from the orlglnal report.
PZ-57
LOGGED BY: David Lawler
WELL CONSTRUCTION
CemenUBentonite Slurry 2-lnch Diameter PVC
Benlonlte Chips
Sand
Rr-:-:t- 2-lnch Diameter PVC Screen
Well End Cap
PROJECT NO. 03047.05
PAGE 1 OF 1
J
0
t:::
~ 8 ..,j ... ~
~ g ... a ~ 0
I ~ a er.I
~ ... i :c ... J
I 9 ro 0 i 5l ~
PROJECT: Wast& Control Specialists LLC
LOCATION: Andrews County, TX
DATE: 1/1112008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrlll T·6SO·Wll
DRILLING METHOD; Air Rotary
70
CJ) 0 en ::i
STRATUM DESCRIPTION
ML Sandy SILT, dry, tan.
GW
CAL1CHE, moderalety hard with Ian sandy matrix, dry.
Similar to above (STA). hard, dry. light gray to white.
Sl:A. very hard, dry, light gray lo white.
Sandy GRAVEL, well cemenled, dry, various colored gravel and nght gray to pink sand. Gravel Is sub-rounded. Fossns.
CLAYSTONE (65.3'), stiff, dry, maroon.
TO= 68.1'
C •• CDOK..JDYCE INC.
'I ENDINIOERIND AND CONSULTING
111 WEST ELEVENTH AUSTIN. TUAS 78701·2000
IS1214741-1097 PAX t512l 474-1413
WELL I BORING NO;
NORTHING:
EASTING~
687n85.00S
562244.1728
ELEVATION: 3502.1'
TOTAL DEPTH.68.1'
'$. (.J w a:
3500
3495
3490
3485
3480
3475
3445
TP-64
LOGGED BY; David Lawler
WELL CONSTRUCTION
CemenUBentonite Slurry 2-lnch Diameter PVC
Bentonite Chips
Sand
3440 i::;iiil'~-2-lnch Diameter PVC
3435
3430
This boring log should not be used separately from the original report.
Screen
Well End Cap
PROJECT NO. 03047.05
PAGE 1 OF 1
0
0
PROJECT: Waste Control Spaclallsls LLC
LOCATION: Andrews County, TX
DATE: 1/1112008
DRILLING COMPANY: T11lon I.PE
DRILLING EQUIPMENT: Relchdrlll T-650-Wll
DRILL.ING METHOD: Air Rotary
STRATUM DESCRIPTION
Sandy SILT, loose, dry, tan.
CALICHE, moderate y hard with tan sandy matrix, dry, nght gray.
Similar to above {STA), hard.
STA, very hard, light gray to white.
Sandy GRAVEL, poorly sorted, loose, dry. Gravel Is sub-rounded and various colored. Tan sandy matrix.
CLAYSTONE (52.5'), stiff, dry, maroon with thin gray banding. TD= 54.5'
WELL I BORING NO:
NORTHING: 6876664.5425
EASTING: 563621.5985
ELEVATION:' 3490.4'
TOTAL DEPTH:S4.5'
TP-65
LOGGED BY: David Lawler
WELL CONSTRUCTION
CementlBentonlte Slurry
2·1nch Diameter PVC
Benlonlte Chips
Sand
t::!!!f-..:,.f.-2-lncil Diameter PVC Screen
Well End Cap
0
II!
i ... 8 -' ~ i 8 ... a ., ... C>
I ~ ... i ~ :! ~
~ ~
0 Cl
~ 0 m :3
PROJECT: Wast& Control Specialists UC
LOCATION: Andl'llWS County, lX
DATE: 1/10/2008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrlll T-650.Wtl
DRILLING METHOD: Air Rotary
:i::: 1--a..c w--0
...J 0 (/) ID 0 :E (/)
>- ::i rn ML
SW
STRATUM DESCRIPTION
Sandy SILT, dry.
CA ICHE, moderately hard with orange to re sandy matrix, dry, light gray.
Similar to above (STA), very hard, dry. light gray to white.
Gravelly SAND, dry, with fossils. Gravel Is various sized and various colored. Sand Is tan.
CLAYSTONE (51 .0'), stiff, dry, gray. STA, maroon at 52' •
TD= 54.9'
C •• COOK.JOYCE INC.
'I ENG1NEEll1Nli AND CONSULTING
nz WEST El.EWNTH AUSTIN. TEICAI 78701-1!0011
1512! 474-91197 FAX 151214711-84'3
WELL I BORING NO~
NORTHING: 6876728.3713
EASTING: 664210.1596
ELEVATION: 3485.4'
TOTAL DEPTH:64.9' l1l ...J a.
~ ~ 0 w a:
3440
TP-66
LOGGED BY: David Lawler
WELL CONSTRUCTION
CemenVBentonlte Slurry 2-lnch Diameter PVC
Bentonite Chips
Sand
·~~-2-lnch Diameter PVC
3435
3430
This boring log should not be used separately from the orlglnat report.
Screen
Well End Cap
PROJECT NO. 03047.05
PAGE 1 OF 1
0
0
:I ~
~
PROJECT: Wasta Control Specialists LLC
LOCATION: Andrews County, TX
DA TE: 217/2008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrill T-65D·Wll
DRILLING METHOD; Alr Rotary
(/) 0 (/) :::>
STRATUM DESCRIPTION
SM Silty SAND, loose, dry, brown to light brown.
GW
CALICHE, moderately hard, dry, light gray to tan with tan sandy matrix.
Similar to above (STA), hard, dry, light gray to white, plsolitlc.
STA, very hard, dry, llghl gray to white.
Sandy GRAVEL, well graded, well cemented grading to loose, dry, various colored gravel Gravel is fine to medium and Is sub-rounded. Sand is tan to pink.
CLAYSTONE (47.1'), stiff, dry, maroon.
TD= 50. '
WELL I BORING NO:
NORTHING: 6877359.4945
EASTING; 561121.9423
ELEVATION: 3487.1'
TOTAL DEPTH:S0.3' w ...I n. ~ Cl)
3485
3460
3475
3470
3465
3460
3455
3445
3440
3435
TP .. 76
LOGGED BY: David Lawler
WELL CONSTRUCTION
. Cement/Benlonlte Slurry
2·1nch Diameter PVC
Bentonlte Chips
Sand
.~l--"-f-2·1nch Diameter PVC Screen
g·t--__.~_.,.~.._~~~--~~~~~~......i.--1~....l-..--11....-.....i..~-'-~~~--~~~---
_, c··CDDK.JDYCE INC. PROJECT NO. 03047.05 ~ II ENGINEERING llND CONSULTING ii!'< au WEST ELEVENTH This boring log should not be used
11115 AUSTIN, TEXAS 7B7D1-20GO
1112147 .. ao11 FAJI 1512147.,8453 separately from the original report.
il,.__,.._,..~~~ ............ ~~~~~----~ ...... --.~--~~~~~~ ...... ~~---~~~~~~~PA~G~E=...:1_0~F:......:.1_
0
0
PROJECT: Waste Control Specialists LLC
LOCATION: Andrews County, TX
DATE: 21712008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrlll T-650-Wll
DRILLING METHOD: AlrRolaiy
STRATUM DESCRIPTION
Silty SAND, loose, dry, light brown.
CAUCHE, moderately hard, dry, light gray to tan with fine tan to pink sandy matrix. Coarse caliche gravel
Similar to above (STA), hard, dry, light gray.
Gravelly SANO, fine grained, WSll cemented, dry I Ian to pink; Very ritlle gravel.
STA, wen graded, loose, moist, llght brown to tan.
Sandy GRAVEL, well graded, loose, moist, light brown to orange sandy matrix.
CLAYSTONE (45.41, plastic, maroon.
TD=49'
(••cooK.JOYCE INC.
ENCllNEERING AND CONSULTING 112 WEST ELEVENTH
'115121474-91197 FAX 1511i! 1174-8483 AUSTIN. TEXAS 71701·2000
WELL I BORING NO:
NORTHING: 6876582.6779
EASTING: 662237.5058
ELEVATION: 3484.2'
TOTAL DEPTH:49'
~ ;/. 3: f:'.? ;;~ iiis-Q. (.) oz :it w ..J=> o~ ..J~
~ a:: coo w u
3480
3475
3470
3465
3460
3455
3450
3445
TP-77
LOGGED BY: David Lawler
WELL CONSTRUCTION
Cement/Bentonlte Sluny
2-lneh Diameter PVC
Bentonite Chips
Sand
Clii,....;..i-2-lnch Diameter PVC
3440
3435
Thls boring log should not be used separately from the original report.
Sera en
Well End Cap
PROJECT NO. 03047.05
0
0
! § 8 _J _, ~· :c i § ~
§ ~ a ~ ~ ::1 ~ i: ~ 0 g 0 z ii: 0 ID
3
PROJECT: Waste Control Specialists LLC
LOCATION: Andrsws County, TX
DATE: 211112008
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Relchdrlll T-650-Wll
DRILLING METHOD: Air Rotary
10
15
20
25
30
35
40
45
50
55
STRATUM DESCRIPTION
CAL1CHE, moderately hard; dry, fight gray with tan sandy matrix.
SAND, well sorted, loose, dry, light brown to orange.
CALICHE, moderately ha , dry, I ghl gray with a tan sandy matrix.
Similar to above, very hard, dry, llght gray to white.
Gravelly SAND, fine grained, very well cemented, dry, tan to pink. Gravel is fine, angular, and various colored.
CLAYSTONE (49.B'), stiff, maroon with gray mottling.
TO• 52.5'
c·· CODK·JOYCE INC. II ENG1NEEAINB AND CONSULTINO 812WEST EUVENTH
AUSTIN. TEXAS 717D1·20DO 15121474-9097 FAIC 15121474-141:3
WELL I BORING NO:
NORTHING: 6876337.3258
EASTING: 662910.9839
ELEVATION: 3487.8'
TOTAL DEPTH:52.5'
TP-83
LOGGED BY: David Lawler TOC ElEV: 3'91.15"
3485
3480
3475
3470
3465
3455
3445
3440
3435
3430
This boring log should not be used separately from the original report.
WELL CONSTRUCTION
Cement/Bentonlte Slurry
2-lnch Diameter PVC
· Bentonile Chips
Sand
2-lnch Diameter PVC Screen
· Wen End Cap
PROJECT NO. 03047.05
PAGE 1 OF 1
0
5: § l5 0 _J _, ~
i 9 a ~ 0
I 8 .,;
i II)
~
~ i § 0 z ~ "' a
PROJECT: Waste Control Specialists LLC
LOCATION: And111wa County, TX
DATE: 211212008
DRILLING COMPANY: Talon LPE
Relchdrill T-650-Wll
Air Rotary DRILLING EQUIPMENT:
DRILLING METHOD:
20
25
65
STRATUM DESCRIPTION
SM Siity SAND, loose, dry, light brown, wlth .....,.....:...i.;'""'----1-....~ca~liche~~~ra~ve~I.:.,-______ ~----------"
GW
CALICHE, moderately hard, dry, lght gray.
Similar to above (STA), tan silty/sandy matrix and cafiche gravel,
STA, hard, dry, light gray to white.
STA, very hard, dry, light gray to white.
STA, moderately hard, dry, light gray to Ian.
Sandy GRAVEL, loose, dry. Gravel is fine, sub-rounded to rounded, and various colored. Sand is fine grained, tan lo r19ht brown.
CLAYSTONE (58.7'), stiff, maroon with gray mottRng.
TD:: 6Z'
C •• COOK.JOYCE INC.
'I ENGINEERING AND CDNSUl.TIND
112WEST ELEVENTH AUSTIN. TEXAS 78701-i!ODD
15121474-8097 FAX 1$121414-8463
WELL I BORING NO:
NORTHING: 6877523.5985
EASTING: 563735.4556
ELEVATION: 3491.6'
TOTAL DEPTH;62'
3490
3485
3480
LOGGED BY:
TP-84
David Lawler
WELL CONSTRUCTION
Cement/Bentonlle Slurry 2-lnch Diameter PVC
Bentonite Chips
Sand
·1::lt":'-'-i-2-lnch Diameter PVC
3425
This boring log should not be used separately from the original report.
Screen
PROJECT NO. 03047 .05
PAGE 1 OF 1
0
0
(
PROJECT: Waste Control Specialists LLC
LOCATION: Andrews County, TX
DA TE: 311512008
DRILLING COMPANY: Talon LPE DRILLING EQUIPMENT: Relchdrlll T-650-Wll
DRILLING METHOD: Air Rotary
STRATUM DESCRIPTION
SILT, dry, brown. CALICHE, relatively sol\, dry, nght gray to pink.
Similar lo above (STA), very hard, dry, light gr111y.
Gravelly SAND. well cemented, hard, dry, chert gravel.
STA. not as hard from 41' to 43.3'.
CLAYSTONE (43.3'), dry, maroon.
TD=46.5'
WELL I BORING NO:
NORTHING: 6877040.5809
EASTING: 561611.0739
ELEVATION: 3484.2'
TOTAL DEPTH:46.!r
3480
3475
3470
3465
3450
3445
3440
3435
TP-87
LOGGED BY: Ed Hughes
WELL CONSTRUCTION
CementlBenton!te Slurry
2-lnch Diameter PVC
Bentonite Chips
Sand
~-::-'t-2-lnch Diameter PVC Screen
Well End Cap
0
u ii! t!l
§ ir ~ g :c
~ a :!!
~ "' ~ :l ~ j: ;:
PROJECT: Waste Control Specialists LLC
LOCATION: Andrews County, TX
DATE: 3/17/2009
DRILLING COMPANY: Talon LPE
DRILLING EQUIPMENT: Reich Drlll T-650-Wll
Air Rotary DRILLING METHOD:
20
45
50
55
...J g :::E >-Cl)
en (..) C/) ::>
STRATUM DESCRIPTION
SILT with caliche ieces moist brown. CALICHE, relatively soft, orange sand matrix, slight cementation, moist.
Similar to above (STA), harder, some burnt orange sand.
STA, CAPROCK, very hard bet\.veen 25' and 30', dry.
Gravelly SAND, abundant chert, dry, white.
CLAYSTONE (50.5'), hard, dry, red.
TD=52.2'
WELL I BORING NO:
NORTHING: 6876252.323
EASTING:
ELEVATION:
563381.4964
3490.2'
TOTAL DEPTH: 52.2' w ...J 0...
~ ;!. (..) w a::
3485
3480
3475
3470
3465
3460
3455
3450
3445
3440
3435
TP-136
LOGGED BY: Van Volkenburg lOC ELEV: 3-191.22'
WELL CONSTRUCTION
- CemenVBentonite Slurry 2-lnch Diameter PVC
- Bentonite Chips
Sand
b!l--':4- 2-lnch Diameter Slotted PVC
si---~..__~..___._~~~~~~~~~~~~--''---'-~'-----'~--'-~---L.~~~~~~~~~--1 _, c·· COOK.JOYCE INC. PROJECT NO. 03047.08
~ 'I ENGINEERING ANO CONSULTING ~ Au:~~~i~"1.~'-fa"7~';'.raaa This boring log should not be used "' 1s121474.sos1 FAX rs121474·B4&l separately from the original report. =; PAGE 1 OF 1 u.__ ______________ ~--~~----------~------~------------------~------------~--------------i
)
0
_,
~ i5 ~
PROJECT: Waste Control Specialists LLC
LOCATION: Andrews County, lX
DATE: 3/17/2009
DRILLING COMPANY: TalonLPE
DRILLING EQUIPMENT: Reich Drill T-650-Wll
Air Rotary DRILLING METHOD: ...J 0 CD ::E >-(/J
(/J u (/) ::>
STRATUM DESCRIPTION
SILT, dry, brown.
CALICHE, relatively soft, dry, tan lo pink.
Similar lo above (STA), abundant sand, some cementalion, caliche nodules, dry, burnt orange.
STA, relatively scft, dry, tan to pink.
CAPROCK, very hard, dry,~ to gray.
Gravelly SAND, hard, abimdant chert, dry, tan to light orange sand.
CLAYSTONE (51.5'), hard, dry, maroon.
TD:: 53.3'
\NELL/ BORING NO:
NORTHING: 6876274.76
EASTING:
ELEVATION:
564031.6267
3488.0'
TOTAL DEPTH: 53.3' w ...J c..
~
rp .. 131
LOGGED BY: HughesNan Volkenburg TOC El.EV: 34'1.14'
\NELL CONSTRUCTION
CemenVBentonite Sluny 2-lnch Diameter PVC
Bentonite Chips
... 3450 ...
·.- ·. Sand .. : '•
3445
· .. : .• ~1-·.:..,.· r2-lnch Diameter Slotted
PVC 3440
.· 3435 1.:."....:'~:=:i--Well End Cap
3430
g1--~..__~.....___._~~~~~~~~~~~~~'--....L.....~'-----'~-'-~........L.~~~~~~~~~
--1 -' c·· COOK·.JCVCE INC. PROJECT NO. 03047.08
-~ II ENEllNEERING ANO CONSULTINEl 812 WEST ELEVENTH This boring log should not be used :s AUSTIN, TEXAS 78701-2000 lely 'rom th ng· Ina! re rt.
.,, IS 121474-90!17 FAX 15121 474-8463 separa II e 0 po
.... PAGE 1 OF 1 Ui....~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~...;...;;;~....:_---1