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 Page C-1 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!:

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5 10 15 20 25 55 60 65 70

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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

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CLAYSTONE (77.1'), plastic, maroon.

ao~r.(.a"J---4---~-,,..------~---------------'---J TD:81' Screen 3420 Well End Cap 3415 at-~........ ~__..__....... ~~~~~~~~~~~~~~~_._~..__~..._~_._ __ _._~-=i~~~~------~~~--~

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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

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1s1214141o9097 FM is121 47._81113 separa e rom e o g na repo n.__ _______________________________________________________________________

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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

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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

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COOK*JOVCE INC.

PROJECT NO. 03047.05 112 WUT ELEVENTH This boring log should not be used a:

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'I ENGmEEAIND AND CDNSULTIND il is111~~!~:inTE>lA1A~a~~12:~aa63 separately from the original report.

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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

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10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

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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.

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• • 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

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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

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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:

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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.

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}~~/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

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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

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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

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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

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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

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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

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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_

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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'

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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

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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

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"' 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

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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

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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

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(..)

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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

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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

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COOK.JOYCE INC.

PROJECT NO. 03047.08

~

'I ENGINEERING ANO CONSULTING

~

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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:

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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

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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

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COOK*.JCVCE INC.

PROJECT NO. 03047.08

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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