ML21341A475

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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:
References
E-59638
Download: ML21341A475 (17)
v • d • e


Text

WCS Consolidated Interim Storage Facility Final Safety Analysis Report Revision 0 Boring Logs (16 pages)

Page C-1

Bottom of Top of Depth to Top of Red Total Depth Ground Monitoring Well/ Date Drilled/ Well Casing Top of Red Bed Well Elevation Piezometer Name Completed Elevation Elevation Beds Elevation (ft btoc) (ft msl)

(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 0 DRILLING COMPANY:

DRILLING EQUIPMENT:

Groundwater Monitoring, Inc.

CME 75 EASTING; ELEVATION:

563718.5732 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.

CALICHE, moderately hard, very dry, white to tan.

3490 CernenUBentonlte Slurry SAND, line grained, well sorted, loose, dry,

~~~

reddish brown.

Similar to above (STA). damp at 9'. 3485 10 SP 15..-+,......:..,.,-1--~t--.,.,-~-:-:=:.-:~~,...loose,-..,....,.~~:--~~~~ 3480 Clayey SANO, fine grained, damp, reddish brown, 20 3475 SC 25 3470 CALICHE, orange sand matrix, moderately hard, dry. 3465 Slml'ar to above but slightly harder at 34'. 3460 0 CALICHE, very hard.dry, plsolitlc, while to tan 3455 Sandy GRAVEL, moderately hard, chert gravel is various colors, generally less than 1" diameter, and sub-rounded, dry.

2-lnch Diameter PVC GW 3430 3425 CL TO:: 79'

pz. 44 PROJECT; Waste Control Spaclallsts LLC WELL I BORING NO:

LOCATION: Andrews County, TX 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!:D. g 0 in

(/)

u STRATUM DESCRIPTION WELL UJ ~ (/) CONSTRUCTION c >-

(/)

j

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

A D. well sorted, loose, dry, orange lo Ian. 3490 10 3485 15 SP 20 25 CALICHE, moderately hard . dry, Dght gray, pisoliUc.

Bentonlte Chips 0

Slmllar to above, very hard, wh ~e to ICght gray.

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

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

70 GW 3425 1"""t':-'+-2-lnch Diameter PVC Screen 75 3420

"'~ Saturated.

CLAYSTONE (77.1'), plastic, maroon.

-" c**

Well End Cap

~ ao~r.(.a"J---4---~-,,. TD:81'

.------~---------------'---J 3415 i .... .... __

'I

~_._ _._~-=i~~~~------~~~--~

at-~ ~__..__ ~~~~~~~~~~~~~~~_._~..__~..._

COOK.JO YCE INC. PROJECT NO. 03047.05 ENOINIERINO AND CDNSULTIND This boring log should not be used 1,2 WEST EUVENTlf ii: I 1y f rom the or1g na I repo rt.

n._________________________________________________________________________

5 AUSTIN. TEXAS 7170,*2000 ._

FM is 121 47 81113 separa e CD 1s1214141o90 97 P~A~G~E~1~0~F.....;..1~

PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: Andrews County, TX PZ-46 0

DATE: 1/2312008 NORTHING: 6879390.3302 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 WELL STRATUM DESCRIPTION CONSTRUCTION SAND, well sorted, loose, dry, orange lo tan.

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

3495 3490 3485 3480 Slmllar lo above (STA), moist.

3475 3470 Bentonlte Chips 0 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 65 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-.~~-(

Sand Gravel Is various colored chert In a tan sand

~ matrix. 3425

~ BO i

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

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

Well End Cap

~ 3410 c**

i 95 i 3405

'I

-____;;L..-~~~~~~--1

~'t---'-~....___._~~~~~~~~~-'--'----'-~-'---L

!:! COOK*JOVC E INC. PROJECT NO. 03047.05 a:

~ ENGmEEAIND AND 112 WUT ELEVENTH CDNSULTIND This boring log should not be used il is111~~!~:inTE>lA1A~a~~12:~aa63 separately from the original report.

a~------------~~~~------~--~--------------------------------------.....:..P~AG.;;;;.;;;.E~1~0F;....,.;1-J

PROJECT: Wasta Control Spaclallsts LLC WELL I BORING NO:

LOCATION: Andrews County, TX PZ-47 NORTHING:

0 DATE: 112412008 6878917.0254 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 g ';ft ~~

~§:

(/) ..J 0 ~

u oz ~i' WELL Q ~

(/)

(/)

=>

STRATUM DESCRIPTION

~

UJ c:: mg

..J=> o~ CONSTRUCTION SANO, fine grained, well sorted, loose, ry, SP orange lo light brown. Cemenl/Bentonlle Slurry 2-lnch Diameter PVC 5

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 40

}~:~ Bentonlte Chips CALICHE, moderately hard, dry, light gray to Ian.

45 50 55 Similar to above, very hard, light gray to white.

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

!=

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

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

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

a 85 Screen

~

~ 90 3410 Well End Cap 8...:

~ 95 3405

~

t

~ 100 3400 i

C'11!111!1

§ **cooK-JO YCE INC. PROJECT NO. 03047.05 0 ENGllllEiRING AND CONSULTING z 812 WEST EUVEM'H This boring log should not be used iiC 5l AUSTIN. TEICA& 78701-li!llDD

<17..!11197 FAX 15121 &7.. 8483 separately from the orfglnal report.

J PAGE 1 OF 1

PROJECT: Wast* Control Speclallsts LLC WELL I BORING NO:

LOCATION: Andrews County, TX PZ-57 0

DATE: 1/2312008 NORTHING: 6880721.3582 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 w

i::: -'

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

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

3510

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

}~~/i~:: SP Similar to above (STA), mo~t. 3505 10 LICHE, moderately hard with orange sandy 3500 malrix, dry, light gray.

15 3495 20 3490 25

  • AND, fine grame , we sorted, loose, dry, orange.

3485 30 3480 35 3475 SP 40 Benlonlte Chips 3470 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

~

g 75

~ Gravelly SAND, well grad , loose, dry, Sand 80 various colored chert gravel.

SW

~

§ 85 Sandy GRAVEL. well cemented, Gravel is sub-rounded and various colored. Send is 3 GW tan. Rr-:-:t lnch Diameter PVC 90 Screen i

~

95 CLAYSTONE (93.5'), stiff, maroon.

8,.: Well End Cap a 100 VJ TD"' 98'

~ 3410

~ 105 i

3405 C'115121474-1017

§ **cccK-JC VCE INC. PROJECT NO. 03047.05 Cl z ENDINEEJllNU AND CONIULTIND ii'. 812 WEST EL.£\IENlll This boring log should not be used 0 AUSTJN, TEllAS 71701*2000 separately from the orlglnal report.

a Ill FAii 1512' 474. 9453 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 DRILLING COMPANY: Talon LPE EASTING~ 562244.1728 J

DRILLING EQUIPMENT: Relchdrlll T*6SO*Wll ELEVATION: 3502.1' DRILLING METHOD; Air Rotary TOTAL DEPTH.68.1' LOGGED BY; David Lawler CJ) '$.

0 WELL en STRATUM DESCRIPTION (.J w CONSTRUCTION

i a:

ML Sandy SILT, dry, tan.

3500 CemenUBentonite Slurry CAL1CHE, moderalety hard with Ian sandy matrix, dry. 2-lnch Diameter PVC 3495 3490 3485 3480 3475 Bentonite Chips Similar to above (STA). hard, dry. light gray to 0

white.

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

t:::

~

8

..,j

~ Sandy GRAVEL, well cemenled, dry, various Sand colored gravel and nght gray to pink sand.

~ Gravel Is sub-rounded. Fossns. 3445 g

a GW

~

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

~

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

3435 Well End Cap er.I TO= 68.1'

...~ 70 i:c 3430 ro J

C'I I 9 0

CDOK..J DYCE ENDINIOERIND AND INC.

CONSULTING PROJECT NO. 03047.05 i 111 WEST ELEVENTH This boring log should not be used AUSTIN. TUAS 78701*2000 separately from the original report.

5l IS1214741-1097 PAX t512l 474-1413 PAGE 1 OF 1

~

PROJECT: Waste Control Spaclallsls LLC WELL I BORING NO:

LOCATION: Andrews County, TX TP-65 DATE: 1/1112008 NORTHING: 6876664.5425 0 DRILLING COMPANY:

DRILLING EQUIPMENT:

T11lon I.PE Relchdrlll T-650-Wll EASTING:

ELEVATION:'

563621.5985 3490.4' DRILL.ING METHOD: Air Rotary TOTAL DEPTH:S4.5' LOGGED BY: David Lawler WELL STRATUM DESCRIPTION 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 0

Similar to above {STA), hard.

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 0 DRILLING COMPANY:

DRILLING EQUIPMENT:

Talon LPE Relchdrlll T-650.Wtl EASTING:

ELEVATION:

664210.1596 3485.4' DRILLING METHOD: Air Rotary TOTAL DEPTH:64.9' LOGGED BY: David Lawler

...J l1l

i::: 0 (/) ...J ~

1-- 0 a. WELL a..c ID STRATUM DESCRIPTION 0 w CONSTRUCTION w-- :E

~

(/)

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

~ various sized and various colored. Sand Is i

tan.

3440 8... SW a

.,... *~~-2-lnch Diameter PVC C> Screen I~ CLAYSTONE (51 .0'), stiff, dry, gray.

3435

... STA, maroon at 52'*

i Well End Cap

~ TD= 54.9' 3430

~

~

C'I

~ COOK.J OYCE INC. PROJECT NO. 03047.05 0

Cl ENG1NEEll1Nli AND CONSULTING

~ nz WEST El.EWNTH This boring log should not be used m

0 AUSTIN. TEICAI 78701-1!0011 1512! 474-91197 FAX 151214711-84'3 separately from the orlglnat report.

PAGE 1 OF 1

3

PROJECT: Wasta Control Specialists LLC WELL I BORING NO:

LOCATION : Andrews County, TX TP ..76 NORTHING:

0 DATE: 217/2008 6877359.4945 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

(/)

0 n. WELL STRATUM DESCRIPTION CONSTRUCTION

(/)

> ~

Cl)

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

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

2*1nch Diameter PVC 3460 3475 3470 Bentonlte Chips 3465 0

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

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

Sand 3445 Sandy GRAVEL, well graded, well cemented grading to loose, dry, various colored gravel Gravel is fine to medium and Is sub-rounded. Diameter PVC GW Sand is tan to pink. .~l--"-f- 2*1nch Screen 3440 CLAYSTONE (47.1'), stiff, dry, maroon.

TD= 50. '

I 3435

~

~ ~~~......i.--1~....l-..--11....-.....i..~-'-

~~~--~~~---

II g*t--__.~_.,.~.._~~~--~~~

DK.JD YCE INC. PROJECT NO. 03047.05

_, c**CDENGINEERING llND CONSULTING

~

ii!'< au WEST ELEVENTH This boring log should not be used 15 AUSTIN, TEXAS 7B7D1-20GO 1112147..ao11 FAJI 1512147.,8453 separately from the original report.

~E=...:1_0~F:......:.1_

111 il,.__,.._,..~~~............~~~~~----~......--.~--~~~~~~......~~---~~~~~~~PA~G

PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: Andrews County, TX TP-77 DATE: 21712008 NORTHING: 6876582.6779 0 DRILLING COMPANY:

DRILLING EQUIPMENT:

Talon LPE Relchdrlll T-650-Wll EASTING:

ELEVATION:

662237.5058 3484.2' DRILLING METHOD: AlrRolaiy TOTAL DEPTH:49' LOGGED BY: David Lawler

~  ;/. 3: f:'.? ;;~

STRATUM DESCRIPTION Q.

it

(.) oz iiis- WELL w coo o~

..J=> CONSTRUCTION

..J~

a:: w

~ u Silty SAND, loose, dry, light brown.

CAUCHE, moderately hard, dry, light gray to Cement/Bentonlte Sluny tan with fine tan to pink sandy matrix. Coarse caliche gravel 3480 2-lneh Diameter PVC 3475 3470 3465 Bentonite Chips 0 3460 Similar to above (STA), hard, dry, light gray.

3455 Gravelly SANO, fine grained, WSll cemented, 3450 dry Ian to pink; Very ritlle gravel.

Sand I

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.J OYCE INC. PROJECT NO. 03047.05 ENCllNEERING AND CONSULTING 112 WEST ELEVENTH Thls boring log should not be used

( AUSTIN. TEXAS 71701*2000 separately from the original report.

'115121474-91 197 FAX 1511i! 1174-8483

PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: Andrsws County, TX TP-83 6876337.3258 0

DATE: 211112008 NORTHING:

DRILLING COMPANY: Talon LPE EASTING: 662910.9839 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" WELL STRATUM DESCRIPTION CONSTRUCTION CAL1CHE, moderately hard; dry, fight gray with tan sandy matrix. 3485 Cement/Bentonlte Slurry 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

  • Bentonile Chips 3465 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,

c angular, and various colored.

i 45

§ 2-lnch Diameter PVC Screen

~ 3440

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

~ mottling.

a 3435

  • Wen End Cap TO* 52.5'

~

55

~

c**

1

~ 3430 i:

~

II 0

g PROJECT NO. 03047.05 0 CODK*J OYCE INC.AND CONSULTINO z ENG1NEEAINB 812WEST EUVENTH This boring log should not be used ii:

0 AUSTIN. TEXAS 717D1*20DO FAIC 15121474-141:3 separately from the original report.

ID 15121474-9097 PAGE 1 OF 1 3

PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: And111wa County, TX TP-84 DATE: 211212008 NORTHING: 6877523.5985 0 DRILLING COMPANY:

DRILLING EQUIPMENT:

Talon LPE Relchdrill T-650-Wll EASTING:

ELEVATION:

563735.455 6 3491.6' DRILLING METHOD: Air Rotary TOTAL DEPTH;62' LOGGED BY: David Lawler WELL STRATUM DESCRIPTION CONSTRUCTION SM Siity SAND, loose, dry, light brown, wlth

.....,.....:...i.;'""'----1-....~ca~liche~~~ra~ve~I.:.,-______~----------" 3490 CALICHE, moderately hard, dry, lght gray. Cement/Bentonlle Slurry 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:

§ l50

_J Sand

~ Sandy GRAVEL, loose, dry. Gravel is fine, sub-rounded to rounded, and various colored.

i Sand is fine grained, tan lo r19ht brown.

9 GW a *1::lt":'-'-i-2-lnch Diameter PVC

~

0 Screen I8 CLAYSTONE (58.7'), stiff, maroon with gray mottRng.

i II)

TD:: 6Z'

~ 65

~ 3425 i

C'I

§ COOK. JOYCE INC. PROJEC T NO. 03047 .05 z0 ENGINEERING AND 112WEST ELEVENTH CDNSUl.TIND This boring log should not be used

~ AUSTIN. TEXAS 78701-i!ODD 15121474-809 7 FAX 1$121414-846 3 separately from the original report.

"'a PAGE 1 OF 1

PROJECT: Waste Control Specialists LLC WELL I BORING NO:

LOCATION: Andrews County, TX TP-87 DATE: 311512008 NORTHING: 6877040.5809 0 DRILLING COMPANY:

DRILLING EQUIPMENT:

Talon LPE Relchdrlll T-650-Wll EASTING:

ELEVATION:

561611.0739 3484.2' DRILLING METHOD: Air Rotary TOTAL DEPTH:46.!r LOGGED BY: Ed Hughes WELL STRATUM DESCRIPTION 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 NORTHING: 6876252.323 0

DATE: 3/17/2009 DRILLING COMPANY: Talon LPE EASTING: 563381 .4964 DRILLING EQUIPMENT: Reich Drlll T-650-Wll ELEVATION: 3490.2' DRILLING METHOD: Air Rotary TOTAL DEPTH: 52.2' LOGGED BY: Van Volkenburg w lOC ELEV: 3-191.22' g

...J en

(..)

...J 0...

(..)

WELL STRATUM DESCRIPTION w CONSTRUCTION

~

E C/)

Cl)

> a::

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-lnch Diameter Slotted g PVC

c

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

TD=52.2'

~

"'~ 55 3435

_, c**

l

~

j:

'I

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

COOK.JOY CE INC. PROJECT NO. 03047.08

~ 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

\NELL/ BORING NO:

rp ..131 PROJECT: Waste Control Specialists LLC LOCATION: Andrews County, lX 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 c.. \NELL CD u STRATUM DESCRIPTION

E 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.

.* ~1-*.:..,.*r2-lnch Diameter Slotted 3440 PVC CLAYSTONE (51.5'), hard, dry, maroon. .*

3435 1.:."....:'~:=:i--Well End Cap TD:: 53.3'

-' c**

~ 3430 i5

~

II

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COOK*.JC VCE INC. PROJECT NO. 03047.08

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~ ENEllNEERING ANO CONSULTINEl 812 WEST ELEVENTH This boring log should not be used AUSTIN, TEXAS 78701-2000 separa lely 'rom the 0 ng*Ina! re port.

.,, IS 121474-90!17 FAX 15121 474-8463 II PAGE 1 OF 1 Ui....~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

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