ML21341A475

Final Safety Analysis Report (FSAR) for the WCS Consolidated Interim Storage Facility, Chapter 2, Attachment C, Boring Logs

ML21341A475
Person / Time
Site:	Consolidated Interim Storage Facility
Issue date:	11/22/2021
From:	Consolidated Interim Storage Facility
To:	Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
Shared Package
ML21341A497	List: ML21341A460 ML21341A461 ML21341A462 ML21341A465 ML21341A470 ML21341A471 ML21341A473 ML21341A475 ML21341A477 ML21341A479 ML21341A480 ML21341A481 ML21341A482 ML21341A484 ML21341A485 ML21341A490 ML21341A492
References
E-59638
Download: ML21341A475 (17)

Text

WCS Consolidated Interim Storage Facility Final Safety Analysis Report Revision 0

Boring Logs

(16 pages)

Page C-1 Monitoring Well/ Date Drilled/ Well Well Elevation Total Depth Bottom of Ground Top of Depth to Top of Red 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 PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION ; Andrews County, TX PZ-36 DATE: 7/20/2005 NORTHING : 6878185.3457 DRILLING COMPANY : Groundwater Monitoring, Inc. EASTING; 563718.5732 0 DRILLING EQUIPMENT : CME 75 ELEVATION: 3495

DRILLING METHOD : HSA lo 30', Air Rotary 30' lo TD TOTAL DEPTH ;78.0' LOGGED BY: Ed Hughes TOC ELEV.: >491.49' II) '#. WELL (J STRATUM DESCRIPTION 0 II) w CONSTRUCTION

i a:

Fine SAND d tan. very dry, white to CALICHE, moderately hard, tan.

3490 CernenUBentonlte Slurry SAND, line grained, well sorted, loose, dry, reddish brown.

Si milar to above (STA). damp at 9'. 3485

10 ;~ ~~ SP

15..-+,......:..,.,-1--~t--.,.,-~-:-:=:.-:~~,...-..,....,.~~:--~~~~ Clayey SANO, fine grained, loose, damp, 3480 reddish brown,

20 3475 SC

25 3470

CALICHE, orange sand matrix, moderately 3465 hard, dry.

Slm l'ar to above but slightly harder at 34'. 3460 0 CALICHE, very hard.dry, plsolitlc, while to tan 3455

Sandy GRAVEL, moderately hard, chert than 1" gravel is various colors, generally less dry.

diameter, and sub-rounded,

GW 2-lnch Diameter PVC 3430

3425

CL

TO:: 79' PROJECT; Waste Control Spaclallsts LLC WELL I BORING NO:

LOCATION: Andrews County, TX pz.. 44 DATE: 112212008 NORTH NG : 6879514.4814 DRILLING COMPANY; Talon LPE EASTING: 661028. 2106 DRILLING EQUIPMENT; Ralchdrlll T-650-Wll ELEVATION : 3496.6' DRILLING METHOD: Air Rotary TOTAL DEPTH:B1' LOGGED BY: David Lawler

..I (/)

i!: 0 u WELL D. ~ g in (/) STRATUM DESCR IPTION CONSTRUCTION UJ ;:j c >-(/)

~~: ~ ~: : *{ ~ *~~ SP SAND, fine gFalned. we O sorted, lo os e, dry, 3495 oran e to tan. light gray, CemenUBentonlte Slurry CALI HE, moderately hard, dry, 2-lnch Diameter PVC 5 pisolllic with tan sandy matrix.

A D. wel l sorted, loose, dry, orange lo Ian. 3490

10 3485

15 SP

20

25 CALICHE, moderately hard.. d ry, Dght gray, pisoliUc.

Bentonlte Chips 0

Slmllar to ab ove, very hard, wh ~ e to ICght gray.

Gravelly SAND, well g1aded, loose, dry, tan.

55 SW 60 Sand 65 Sandy GRAVE L, wel* graded, we I cemented with tan sandy matrix. Gravel Is various 3430 colored chert. s ub-angular to sub-rounded gravel.

70 GW 3425 1"""t':-'+-2-lnch Diameter PVC Screen 75

. 3420

"' Saturated

~ CLAYSTONE (77.1'), plastic, maroon. Well End Cap

~ ao~r.(.a"J---4---~-,,..------~---------------'---J TD:81' 3415 i ~__..__....... ~~~~~~~~~~~~~~~_._~..__~..._~_._ __ _._~-=i~~~~------~~~--~

at-~........

- c** COOK.JOYCE INC. PROJECT NO. 03047.05

" 'I ENOINIERINO AND CDNSULTIND This bori ng log should not be used ii: 1,2 WEST EUVENTlf f th r1 I rt.

5 AUSTIN. TEXAS 7170,*2000 I 1y 1s1214141o90separa e rom e o g na repo CD _______________________________________________________________________ 97 FM is 121 47._81113 P~A~G~E~1~0~F.....;..1~

n.__

PROJECT : Waste Control Specialists LLC WELL I BORING NO:

LOCATION : Andrews County, TX PZ-46 DATE: 1/2312008 NORTHING : 6879390.3302 0 DRILLING COMPANY : Talon LPE EASTING : 563517.291 5 DRILLING EQUIPMENT : Relchdrtll T-650*Wll ELEVATION : 3602.4' DRILLING METHOD: Air Rotary TOTAL DEPTH:91' LOGGED BY: David Lawler

STRATUM DESCRIPTION CONSTRUCTION WELL

SAND, well sorted, loose, dry, orange lo tan.

3500 CemenUBentonlte Slurry CALICHE, moderately ard, dry, tan, wlth 2*1nch Diameter PVC orange sand matrix. 3495

3490

3485

3480

Slmllar lo above (STA), moist.

3475

3470

Bentonlte Chips

CA ICHE, moderately hard with Ian sand 0 matrix, dry, light gray, plsolil ic.

STA, hard, fight gray to white.

STA, very hard.

Gravelly SAND, well graded, loose, dry, tan to 65 light brown.

70 Sand 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 3425

~ matrix.

~ BO

~ 3420.....,f-':'i-2*lnch Diameter PVC Screen i 85

~ LAYSTONE (87.4'}, stiff, maroon. 3415 i Well End Cap

~ 3410 i 95 i 3405

~'t---'-~....___._ ~~ ~~~~~~~-'--'----'-~-'---L-____;;L..-~~~~~~--1

!:! c** COOK*JOVCE INC. PROJECT NO. 03047.05 ENGmEEAIND 112 WUT ELEVENTH AND CDNSULTIND This boring log should not be used a:~ 'I separately from the original report.

il is111~~!~:inTE>lA1A~a~~12:~aa 63 a~------------~~~~------~--~--------------------------------------.....:..P~AG.;;;;.;;;.E~1~0F;....,.;1-J PROJECT: Wasta Control Spaclallsts LLC WELL I BORING NO :

LOCATION: Andrews County, TX PZ-47 DATE: 112412008 NORTHING: 6878917.0254 0 DRILLING COMPANY: Talon LPE EASTING: 565277.6223 DRILLING EQUIPMENT: Relchdrlll T-650-Wll ELEVATION: 3500.6' DRILLING METHOD: Air Rotary TOTAL DEPTH:89.5' LOGGED BY : David Lawler

..J UJ ';ft ~~

g (/)..J ~i' 0 STRATUM DESCRIPTION ~ u oz WELL

~§: ~ (/) UJ..J=> o~ CONSTRUCTION Q (/) => ~ c:: mg SANO, fine grained, well sorted, loose, ry,

SP orange lo light brown. Cemenl/Bentonlle Slurry 5 2-lnch Diameter PVC CALICHE, moderately hard, dry, light gray to tan.

10

15..... SAND, fine grained, well grad, loose, dry,

... orange to Ught brown.

20..*.*.*.* *.*.*.*

25 :~:~:~:~

.... :::::::: SW 30. *.*.*.*

35 ::::::::

}~:~ Bentonlte Chips 40........

CALICHE, moderately hard, dry, light gray to Ian.

45

50

55 Similar to above, very hard, light gray to white.

60

65 Gravelly SAND, well graded, loose, dry, Ia n to light brown, various colored chert gravel.

!=

i 70 8 Sand i 75 Sandy GRAVEL, well graded, loose, dry.

i Sand ts tan and gravel is sub-angular to C) 80 sub-rounded various colored chert.

9 t::!lt~ - 2 - lnch Diameter PVC a Screen

~ 85

~ 90 Well End Cap 8 3410

~ 95 3405

~

t 100

~ 3400 i

§ **cooK-JOYCE INC. PROJECT NO. 03047.05 0 ENGllllEiRING AND CONSULTING z 812 WEST EUVEM'H This boring log should not be used iiC AUSTIN. TEICA& 78701-li!llDD separately from the orfglnal report.

5l C'11!111!1 <17.. !11197 FAX 15121 &7.. 8483 OF 1 J PAGE 1 PROJECT: Wast* Control Speclallsts LLC WELL I BORING NO:

LOCATION: Andrews County, TX PZ-57 DATE: 1/2312008 NORTHING: 6880721.3582 0 DRILLING COMPANY: Talon LPE EASTING: 563883.6205 DRILLING EQUIPMENT: Relchdrlll T*650*Wll ELEVATION: 3511.8' DRILLING METHOD; Air Rotary TOTAL DEPTH:98' LOGGED BY: David Lawler

i::: w li:c: STRATUM DESCRIPTION a. WELL w-c ~ CONSTRUCTION f/J

... *:, *,:*.. AND, well sorted, dry, orange to light brown. 3510

. ::** ~: ~:.~~:{:: ** CemenUBentonite Slurry 5 2-lnch Diameter PVC

} ~~/i ~ :: : SP Similar to above (STA), mo~t. 3505

10 LICHE, moderately hard with orange sandy malrix, dry, light gray. 3500 15 3495 20 3490 25

• AND, fi ne grame, we sorted, loose, dry, 3485 orange.

30 3480

35 SP 3475 40 3470 Benlonlte Chips

45

50 CALICHE, moderately hard, dry, light gray, pisoliUc.

55 STA, very hard, dry, white to llghl gray.

60

65 STA, moderately hard, dry, light gray to light brown wtth orange sandy matrix.

i:: 70

~ 75 g

Gravelly SAND, well grad, loose, dry, Sand

~ 80 SW various colored chert gravel.

~ is

§ 85 Sandy GRAVEL. well cemented, Gravel is 3 sub-rounded and various colored. Send Diameter PVC GW tan. Rr-:-: t-2-lnch

~ 90 Screen i 95 CLA YSTONE (93.5'), stiff, maroon.

8 Well End Cap a TD"' 98' VJ 100

~ 3410

~ 105 3405 i

§ **cccK-JCVCE INC. ' PROJECT NO. 03047.05 Cl ENDINEEJllNU AND CONIULTIND z 812 WEST EL.£\\IENlll This boring log should not be used ii'. AUSTJN, TEllAS 71701*2000 report.

0 separately from the orlglnal Ill C'115121474-1017 FAii 1512' 474. 9453 a PAGE 1 OF 1 PROJECT: Wast& Control Specialists LLC WELL I BORING NO ;

LOCATION: Andrews County, TX TP-64 DATE: 1/1112008 NORTHING: 687n85.00S J DRILLING COMPANY: Talon LPE EASTING ~ 562244.1728 DRILLING EQUIPMENT: Relchdrlll T*6SO*Wll ELEVATION: 3502.1' DRILLING METHOD; Air Rotary TOTAL DEPTH. 68.1' LOGGED BY; David Lawler

CJ) '$.

0 STRATUM DESCRIPTION (.J WELL en w CONSTRUCTION

i a:

ML Sandy SILT, dry, tan.

CAL1CHE, moderalety hard with Ian sandy 3500 CemenUBentonite Slurry matrix, dry. 2-lnch Diameter PVC

3495

3490

3485

3480

3475 Bentonite Chips Similar to above (STA). hard, dry. light gray to white.

0

Sl:A. very hard, dry, light gray lo white.

t:::

~

8

..,j

~ Sandy GRAVEL, well cemenled, dry, various Sand

~ colored gravel and nght gray Fossns. to pink sand.

g Gravel Is sub-rounded. 3445

... GW a

~

0 3440 i::;iiil'~-2-lnch Diameter PVC I Screen

~ CLAYSTONE (65.3'), stiff, dry, maroon.

a 3435 Well End Cap er.I TO= 68.1'

~ 70 i 3430

c J

I 9 ** CDOK..JDYCE INC. PROJECT NO. 03047.05 0 ENDINIOERIND AND CONSULTING This boring log should not be used ro i C IS1214741-1097 PAX t512l 474-1413 AUSTIN. TUAS 78701*2000 111 WEST ELEVENTH separately from the original report.

5l 'I PAGE 1 OF 1

~

PROJECT: Waste Control Spaclallsls LLC WELL I BORING NO :

LOCATION: Andrews County, TX TP -6 5 DATE: 1/1112008 NORTHING: 6876664.5425 DRILLING COMPANY: T11lon I.PE EASTING: 563621.5985 0 DRILLING EQUIPMENT: Relchdrlll T-650-Wll ELEVATION:' 3490.4'

DRILL.ING METHOD: Air Rotary TOTAL DEPTH: S4.5' LOGGED BY: David Lawler

STRATUM DESCRIPTION WELL CONSTRUCTION

Sandy SILT, loose, dry, tan.

CALICHE, moderate y hard with tan sandy CementlBentonlte Slurry matrix, dry, nght gray.

2*1nch Diameter PVC

Benlonlte Chips

Similar to above {STA), hard.

0

STA, very hard, light gray to white.

Sand Sandy GRAVEL, poorly sorted, loose, dry.

Gravel Is sub-rounded and various colored.

Tan sandy matrix.

t::!!!f-..:,.f.-2-lncil Diameter PVC Screen

CLAYSTONE (52.5'), stiff, dry, maroon with thin gray banding. Well End Cap TD= 54.5' PROJECT: Wast& Control Specialists UC WELL I BORING NO ~

LOCATION: Andl'llWS County, lX TP-66 DATE: 1/10/2008 NORTHING: 6876728.3713 DRILLING COMPANY: Talon LPE EASTING: 664210.1596 0 DRILLING EQUIPMENT: Relchdrlll T-650.Wtl ELEVATION: 3485.4'

DRILLING METHOD: Air Rotary TOTAL DEPTH:64.9' LOGGED BY: David Lawler

...J l1l

i::: 0 (/)...J a. ~ WELL 1-- ID 0 0 a..c :E (/) STRATUM DESCRIPTION w CONSTRUCTION w--0 >- ::i ~ a:

rn ML Sandy SILT, dry.

CA ICHE, moderately hard with orange to re sandy matrix, dry, light gray. CemenVBentonlte Slurry 2-lnch Diameter PVC

Bentonite Chips

Similar to above (STA), very hard, dry. light gray to white.

II!

i 8 Sand

-' Gravelly SAND, dry, with fossils. Gravel Is Is

~ various sized and various colored. Sand tan.

i 3440 8 SW a

.,... * ~~ lnch Diameter PVC C> Screen 3435 I CLAYSTONE (51.0'), stiff, dry, gray.

~ maroon at 52' *

... STA, i Well End Cap

~ TD= 54.9' 3430

~

~

~ ** COOK.JOYCE INC. PROJECT NO. 03047.05 Cl ENG1NEEll1Nli AND CONSULTING log should not be used

~ AUSTIN. TEICAI 78701-1!0011 nz WEST El.EWNTH This boring from the orlglnat report.

0 C separately 0 m 'I 1512! 474-91197 FAX 151214711-84'3 PAGE 1 OF 1

3 PROJECT: Wasta Control Specialists LLC WELL I BORING NO:

LOCATION: Andrews County, TX TP.. 76 DA TE : 217/2008 NORTHING: 6877359.4945 0 DRILLING COMPANY: Talon LPE EASTING ; 561121.9423 DRILLING EQUIPMENT: Relchdrill T-65D*Wll ELEVATION: 3487.1' DRILLING METHOD; Alr Rotary TOTAL DEPTH:S0.3' LOGGED BY : David Lawler w

(/)...I WELL 0 DESCRIPTION n.

(/) CONSTRUCTION

> STRATUM ~

Cl)

SM Silty SAND, loose, dry, brown to light brown.

CALICHE, moderately hard, dry, light gray to 3485. Cement/Benlonlte Slurry tan with tan sandy matrix.

2*1nch Diameter PVC

3460

3475

3470

3465 Bentonlte Chips 0

3460 Similar to above (STA), hard, dry, light gray to white, plsolitlc.

STA, very hard, dry, llghl gray to white. 3455

Sand

Sandy GRAVEL, well graded, well cemented 3445 grading to loose, dry, various colored gravel GW Gravel is fine to med ium and Is sub-rounded.. ~l--" -f-2*1nch Diameter PVC Sand is tan to pink. Screen

CLAYSTONE (47.1'), stiff, dry, maroon. 3440

TD= 50. '

I 3435

~

~

g*t-- __.~_.,. ~.._~ ~~--~~~ ~ ~~......i.--1~....l-..--11....-.....i..~ -'-~~~--~~~---PROJECT NO. 03047.05

_, c**CDDK.JDYCE INC. ENGINEERING llND CONSULTING

~ II WEST ELEVENTH This boring log should not be used ii!'< au the original report.

15 AUSTIN, TEXAS 7B7D1-20GO 1112147.. ao11 FAJI 1512147.,8453 separately from 111 il,.__,.. _,..~ ~~............ ~~~~~-- --~...... --.~-- ~~~~~~...... ~~ --- ~~~~~~~PA~G~E=...:1_0~F:......:.1_

PROJECT: Waste Control Specialists LLC WELL I BORING NO :

LOCATION: Andrews County, TX TP-77 DATE: 21712008 NORTHING: 6876582.6779 0 DRILLING COMPANY: Talon LPE EASTING: 662237.5058 DRILLING EQUIPMENT: Relchdrlll T-650-Wll ELEVATION: 3484.2' DRILLING METHOD: AlrRolaiy TOTAL DEPTH:49' LOGGED BY : David Lawler

~ ;/. 3: f:'.? ;;~ iiis-Q. (.) oz WELL STRATUM DESCRIPTION :it w..J=> o~..J~ CONSTRUCTION

~ a:: coo u w

Silty SAND, loose, dry, light brown.

CAUCHE, moderately hard, dry, light gray to Coarse Cement/Bentonlte Sluny tan with fine tan to pink sandy matrix. 2-lneh Diameter PVC caliche gravel 3480

3475

3470

3465 Bentonite Chips 0 3460

Similar to above (STA), hard, dry, light gray.

3455

Gravelly SANO, fine grained, WS ll cemented, 3450 dry I Ian to pink; Very ritlle gravel. Sand

STA, wen graded, loose, moist, llght brown to tan. 3445

Sandy GRAVEL, well graded, loose, moist, light brown to orange sandy matrix. Clii,....;..i-2-lnch Diameter PVC Sera en 3440

CLAYSTONE (45.41, plastic, maroon.

Well End Cap TD=49' 3435

• • cooK.JOYCE INC. PROJECT NO. 03047.05 ENCllNEERING AND CONSULTING 112 WEST ELEVENTH Thls boring log should not be used

( AUSTIN. TEXAS 71701*2000 FAX 1511i! 1174-8483 separately from the original report.

'115121474-91197 PROJECT : Waste Control Specialists LLC WELL I BORING NO:

LOCATION : Andrsws County, TX TP-83 DATE: 211112008 NORTH ING: 6876337.3258 DRILLING COMPANY: Talon LPE EASTING: 662910.9839 0 DRILLING EQUIPMENT : Relchdrlll T-650-Wll ELEVATION: 3487.8'

DRILLING METHOD: Air Rotary TOTAL DEPTH :52.5' LOGGED BY: David Lawler TOC ElEV: 3'91.15" STRATUM DESCRIPTION WELL CONSTRUCTION

CAL1CHE, with tan sandy matrix. moderately hard; dry, fight gray Slurry 3485 Cement/Bentonlte 2-lnch Diameter PVC

3480

10 SAND, well sorted, loose, dry, light brown to orange.

3475

15 CALICHE, moderately ha, dry, I ghl gray with a tan sandy matrix.

3470

20 3465

• Bentonile Chips

25 0

30 Similar to above, very hard, dry, llght gray to white. 3455

35

§ 40 Sand 8 _J

_, Gravelly SAND, fine grained, very well 3445

~

• cemented, dry, tan to pink. Gravel is fine, colored.

c 45 angular, and various i

§ 2-lnch Diameter PVC 3440 Screen

~

§ 50 CLAYSTONE (49. B'), stiff, maroon with gray a ~ mottling.

• Wen End Cap TO* 52. 5' 3435

~

~ 55

1

~ 3430 i:

~

0 g c** CODK*JOYCE INC. PROJECT NO. 03047.05 0 II ENG1NEEAINB AND CONSULTINO z 812WEST EUVENTH This boring log should not be used ii: AUSTIN. TEXAS 717D1*20DO 0 ID 15121474-9097 FAIC 15121474-141:3 separately from the original report.

3 PAGE 1 OF 1 PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: And111wa County, TX TP-84 DATE: 211212008 NORTHING: 6877523.5985 DRILLING COMPANY: Talon LPE EASTING: 563735.4556 0 DRILLING EQUIPMENT: Relchdrill T-650-Wll ELEVATION: 3491.6'

DRILLING METHOD: Air Rotary TOTAL DEPTH;62' LOGGED BY: David Lawler

STRATUM DESCRIPTION CONSTRUCTION WELL

SM Siity SAND, loose, dry, light brown, wlth 3490

.....,.....:...i.;'""'----1-....~ca~liche~~~ra~ve~I.:.,-______ ~----------" lght gray. Cement/Bentonlle Slurry CALICHE, moderately hard, dry, 2-lnch Diameter PVC

3485

Similar to above (STA), tan silty/sandy matrix and cafiche gravel, 3480

20

25 Bentonite Chips

STA, hard, dry, light gray to white.

STA, very hard, dry, light gray to white.

STA, moderately hard, dry, light gray to Ian.

5:

§ l5 0 Sand

_J

_, GRAVEL, loose, dry. Gravel is fine,

~ Sandy and various colored.

sub-rounded to rounded, r19ht brown.

i Sand is fine grained, tan lo 9 GW a *1::lt":'-'-i-2-lnch Diameter PVC

~ Screen 0

I CLAYSTONE (58.7'), stiff, maroon with gray 8 mottRng.

i TD:: 6Z' II)

~ 65

~ 3425 i

§ ** COOK.JOYCE INC. PROJECT NO. 03047.05 0 ENGINEERING AND CDNSUl.TIND z 112WEST ELEVENTH This boring log should not be used

~ C AUSTIN. TEXAS 78701-i!ODD separately from the original report.

15121474-8097 FAX 1$121414-8463 PAGE 1 OF 1

"' 'I a

PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: Andrews County, TX TP-87 DA TE: 311512008 NORTHING: 6877040.5809 0 DRILLING COMPANY: Talon LPE EASTING: 561611.0739 DRILLING EQUIPMENT: Relchdrlll T-650-Wll ELEVATION: 3484.2' DRILLING METHOD: Air Rotary TOTAL DEPTH :46.!r LOGGED BY: Ed Hughes

STRATUM DESCRIPTION WELL CONSTRUCTION

SILT, dry, brown.

CALICHE, relatively sol\\, dry, nght gray to pink. CementlBenton!te Slurry

3480 2-lnch Diameter PVC

3475

3470

Bentonite Chips 3465 0

Similar lo above (STA), very hard, dry, light gr111y.

Sand 3450 Gravelly SAND. well cemented, hard, dry, chert gravel.

3445

~-::-'t-2-lnch Diameter PVC STA. not as hard from 41' to 43.3'. Screen

CLAYSTONE (43.3'), dry, maroon. 3440

Well End Cap TD=46.5'

3435

(

PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: Andrews County, TX TP-136 DATE: 3/17/2009 NORTHING: 6876252.323 DRILLING COMPANY: Talon LPE EASTING: 563381.4964 0 DRILLING EQUIPMENT: Reich Drlll T-650-Wll ELEVATION: 3490.2' DRILLING METHOD: Air Rotary TOTAL DEPTH: 52.2' LOGGED BY: Van Volkenburg

...J w lOC ELEV: 3-191.22' g en...J ;!. WELL

(..) STRATUM DESCRIPTION 0... (..)

E C/) w CONSTRUCTION

>- ::> ~ a::

Cl)

SILT with caliche ieces moist brown.

CALICHE, relatively soft, orange sand matrix, slight cementation, moist. - CemenVBentonite Slurry 2-lnch Diameter PVC 3485

3480

3475

20 Similar to above (STA), harder, some burnt 3470 orange sand. - Bentonite Chips

STA, CAPROCK, very hard bet\\.veen 25' and 30', 3465 dry.

3460

3455

Sand 3450 u

ii!

t!l

§ 45 Gravelly SAND, abundant chert, dry, white. 3445 ir b!l--':4 - 2-l nch Diameter Slotted

~ PVC g

c

~ 50 hard, dry, red. 3440 a CLAYSTONE (50.5'),

!! TD=52.2'

~

"' 55 3435

~

l

~

j:

si--- ~..__~..___._ ~~~~~~~~ ~~~~--' '---'-~'-----'~--'-~---L.~~~~~~~~~--1

_, c** COOK.JOYCE INC. PROJECT NO. 03047.08

~ 'I ENGINEERING ANO CONSULTING This boring log should not be used

~ Au:~~~i~"1.~'-fa" 7~';'.raaa separately from the original report.

"' 1s121474.so s1 FAX rs121474 *B4&l 1 OF 1

=; PAGE u.__ ______ ________ ~--~~ -------- --~------~ -------- ---------- ~-------- ----~------ --------i PROJECT: Waste Control Specialists LLC \\NELL/ BORING NO:

LOCATION: Andrews County, lX rp.. 131 DATE: 3/17/2009 NORTHING: 6876274.76

) DRILLING COMPANY: TalonLPE EASTING: 564031.6267 DRILLING EQUIPMENT: Reich Drill T-650-Wll ELEVATION: 3488.0' DRILLING METHOD: Air Rotary TOTAL DEPTH: 53.3' LOGGED BY: HughesNan Volkenburg

...J w TOC El.EV: 34'1.14' 0 (/J...J CD u c.. \\NELL

E (/) STRATUM DESCRIPTION CONSTRUCTION

>- ::> ~

(/J SILT, dry, brown.

CALICHE, relatively soft, dry, tan lo pink. CemenVBentonite Sluny 2-lnch Diameter PVC

Similar lo above (STA), abundant sand, some cementalion, caliche nodules, dry, burnt orange.

Bentonite Chips 0

STA, relatively scft, dry, tan to pink.

CAPROCK, very hard, dry,~ to gray....

3450...

• .- *. Sand

3445 Gravelly SAND, hard, abimdant chert, dry, tan to light orange sand.

• .. : Diameter Slotted 3440.* ~1-*.:..,.* r2-lnch PVC

CLAYSTONE (51.5'), hard, dry, maroon..* Cap 3435 1.:."....:'~:=:i--Well End TD:: 53.3'

~ 3430 i5

~

g1--~..__~.....___._~~~~~~~~~~~~~'--....L.....~'-----'~-'-~........L.~~~~~~~~~--1

-' c** COOK*.JCVCE INC. PROJECT NO. 03047.08 ENEllNEERING ANO CONSULTINEl 812 WEST ELEVENTH This boring log should not be used

s AUSTIN, TEXAS 78701-2000 lely 'rom -~ II separa II th e 0 ng* Ina! re rt. po

.,, IS 121474-90!17 FAX 15121 474 -8463 OF 1

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