APPENDIX B

BORING LOGS AND WELL CONSTRUCTION LOGS

KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM)

BORING LOGS

KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM)

L RHTRW DRILLING LOG District: Mobile USAGE GSBP-153-MWO1

1 . Company name: IT Corporation 2. Drill Subco ntractor : MILLER DRILLING Sheet 1 of 4 sheets

3. Project: Fort McClellan 4. Location : Calhoun County , Alabama

5. Name of driller : Ken Gobell 6. Mfr. designation of drill : CME-550

7. Sizes and types of drilling and sampling equipment : 8 . Hole location : Ground Scar south of building 3134 , Parcel 153

Hollow Stem Auger9 . Surface elevation (feet above mean sea level) : 805 .01

2'x24" Split Spoon5" ID Stem Auger4 ,.10 . Date started : 10/04/99 11 . Date completed : 10/04/99

12. Overburden thickness ( feet bgs): 29 15. Depth groundwater encountered ( feet bgs): 21

16. Depth to water and elapsed13. Depth drilled into rock (feet bgs ) : 0 time after drilling completed (feet bgs) : 15 .4, 4 days later

14. Total depth of hole (feet bgs): 29 17. Other water level measurements (specify): NA

18. Geotechnicalsamples : Collected : Disturbed : Undisturbed : 19. Total no . of core boxes: NA

NA

Samples for chemical VOC Metals Other (specify) Other ( specify) Other (specify ) 21 . Total coreanalysis : recovery:

X X SVOC Exp. NA

22. Disposition of hole : Backfilled Monitoring well Other (specify) Geologist:

X JAMES DENDY

LOCATION SKETCH /COMMENTS :

668800 668900 669000 669100

M -O

W + +

_~s

+ +V J

(0 WOr V)

'~ GS8 P - 133-MWOI

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OD•

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* + +1 WI]

r~ M

668800 668900 669000 669100

Easting

Project: Fort McClellan bgs= below ground surface Hole no . : GSBP -153-MWO1NA = Not applicable

HTRW DRILLING LOG (Continuation Sheet) HOLE NUMBER: GSBP-153-MWOI

Project : Fort McClellan Geologist: JAMES DENDY Sheet 2 of 4 sheets

ta

qo3

2n

Field Geotechsample or Analytical

w -- o - Description of Material s ( c)V o screening

results (d)core box sample no.

MBlow counts(g) Remarks (h)

805- 0

- 1

--2

-{- 3

-~- 4

800- 5

-~ -6

-1- 7

~- 8

-4- 9

ml: Brown SILT, little Sand, little Gravel .Gravel is subangular 5mm-20mm.

ml

NA: No recovery .

NA

ml: Light brown SILT, little light gray Clay .

ml

ml: Brown SILT, little gray Clay .

ml

ml : Brown SILT, little gray Clay .

ml

NA: Gray CLAY, some gray Silt, little blackcoal . Coal fragments are angular.

NA

ci : Gray CLAY, soft, medium plasticity .

cl

rganicVapor

O.Oppm

OrganicVapor

O.Oppm

OrganicVapor

O.Oppm

OrganicVapor

O.Oppm

OrganicVapor

O.Oppm

OrganicVapor

O.Oppm

4-587

BZ0001

45810

Rec gs 0

1-a

Rec 12"/24" (2-4' bgs) 2 -

BZ0002

44107

Rec 22"/24" (4-6' bgs) 4

4346

2333

5-

Rec 22 "/24" (6-8' bgs) 6 -

7-a

Rec 24"/24" (8-10' bgs) 6

9-

HTRW DRILLING LOG (Continuation Sheet) HOLE NUMBER: GSBP-153-MWO1

Project : Fort McClellan Geologist: JAMES DENDY Sheet 3 of 4 sheets

y r Field sample~or Analytical.- .

w ~°-ao Description of Materials (c) c . screening

lt doco box sample no.

MBlow counts

( ) Remarks (h)s ( )resu n (a) p

795,-10

--- 12

.a- 13

-~-- 14

7904-15

-16

-~-- 17

-18

-!- 19

785- 20

cl: Gray CLAY, little brown Silt . CLAY ismedium plasticity and soft.

cI : Gray CLAY, little brown Silt.

sh : Gray , weathered SHALE, some Clay .SHALE is fissile and friable .

sh: Gray fissile SHALE .

sh: Gray fissile SHALE . SHALE is fissile andfriable .

cI: Gray CLAY.

ci

sh

sh

2222

46812

50/0 .5'

Rec 20"/24" (10-12' bgs) 101

Description from augercuttings 16-19'

11-

12-

13-

14-J

15-I

16-I

17-4

18-I

Rec 8'724" (19-19.5 ' bgs) 19-

Descriptions from augercuttings 19 .5'-29' .

20-~

HTRW DRILLING LOG (Continuation Sheet) HOLE NUMBER: GSBP-153-MW01

Project: Fort McClellan Geologist: JAMES DENDY Sheet 4 of 4 sheets

L g2

Fieldsale Analytical

>w 1°

n .-

o ° Description of Materials (c)- . screenin

results (d) core eoxsample no.Pt) Blow counts

(g) Remarks (h)(

-

-

- 21

- 22

OrganicVapor

O.Oppm

OrganicVapor

O.Oppm

1-

Cuttings wet at 21' .

22--1

~--- 23 23-I

-~- 24 24-I

780

-I

- 25

-- 26

cl 25-J

26--I

~- 27 27--I

4--28

Bottom of borehole at 29' .

28-I

L29I I 1 11"v I I I 1 29

~,T- 13Boring Log Report Form Boring No. Page _ of 2

Client USACE ESE Project FTMC-SISite Location SZ \ 22 G't -~ S V \ ESE Project No . 3196314GESE Field Crew Leader:Rich Hill ESE Project Manager William ElliottDate Start Finish 15 - l \ ` c( t Drill Type Geo robeContractor : Graves Services Driller t____ ~Boring Depth 15 - 1 L " Diameter 2 Geologist : Rich HillBoring Location S< ~~

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Client USACE ESE Project FTMC-SISite Location 5~ 1 ESE Project No . 3196314GESE Field Crew Leader :Rich Mil' ESE Project Manager William ElliottDate Start 5- \,-A- `l" Finish S -I \-`- 5» Drill Type Geo robeContractor : Graves Services Driller byk~ IBoring Depth l2 7 ` Diameter Geologist : Rich HillBoring Location S e -F- r'^ y

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Page ( of -Client USACE ESE Project FTMC-S1Site Location_ $ L \ 3 -5S572- &-' L• 3 ESE Project No . 3196314GESE Field Crew Leader :Rich Hill ESE Project Manager William ElliottDate Start 5-- L'V3 Finish S -11_ct Drill Type GeoprobeContractor: Graves Services Driller C 'L Crzxloc1NBoring Depth

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WELL CONSTRUCTION LOGS

KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM)

MONITORING WELL INSTALLATION DETAIL

PROJECT: Fort McClellan , SAD TERC WELL NO: GSBP-153-MWOI

LOCATION Anniston, AL DRILLING METHOD :Hollow Stem Auger

CLIENT: USACE Mobile D istrictINSTALLATION DATE 10/04/99

CONTRACTOR MILLER DRILLINGNORTHING : 1166833

DRILLER: KEN GOBELL EASTING : 668863.58

IT FIELD REPRESENTATIVE:JAMES DENDY JOB NO: 774645A

GROUND SURFACE ELEVATION*805.01

TOP of WELL CASING or RISER PIPEEL* 807.26 STICKUP N/A

S

ANNULAR SPACE SEALTYPE Bentonite -Cement

TYPE of SURFACE SEAL ConcreteMINIMUM THICKNESS of SURFACE SEAL 4 inches

TYPE of RISER MATERIAL PVC SCH 40(Flush Threaded)

INSIDE DIAMETER of RISER (inches) 2TOP OF BENTONITE SEAL

APPROXIMATE DIAMETER of-00- 5 BOREHOLE (inches) 8

TOP OF SAND PACK --- p.. 7TOP OF SCREENED INTERVAL

EL* 791 .26 DEPTH 13.75

TYPE of SCREEN MATERIAL PVC SCH 40

SLOT SIZE (inches) 0.010

INSIDE DIAMETER ( inches) 2

f SAND PACK AROUNDTYPEHORIZONTAL SURVEY

oSCREEN Sand No I

DATUM: NAD83 I

VERTICAL SURVEY BOTTOM of SCREENED INTERVALDATUM : NGVD88 EL* 776.26 DEPTH 28.75

L- BOTTOM of SUMP and WELLEL* 776.01 DEPTH 29NEAT CEMENT

BENTONITE SEAL BOTTOM of BOREHOLEFILTER PACK EL* 776.01 DEPTH 29

GROUT .BOREHOLE COLLAPSE

*All elevations (EL) are referenced to MSL.

All depths and heights are given in feet andare referenced to the ground surface .

Temporary Monitor Well Construction Log

Well ID: S ' C"~ C I Project #: 3196314GLogged By: Client USACEDrilling Contractor: & - J Start Date rrime : 5-0- 9 8Drillers Name: C ~ (-'* G crt f? Finish Date/rime:--g--1( - ( B

Comments: S I C, St)I -70 1 S '-10

pths are in Reference to Ground Leve

Ground Level

Groundwater

CasingType :

Diameter: I

Top of ScreenGravel PackMaterial: 20)L1L ; S IL4(h • 4f-t

Screen :Type: Sc 4_ L AC, PV &

Diameter Length: ,{ c

Slot Size: C: , t) t C,

- / LBottom of Screen 5

'IBorehole Diameter I

I ll1 Total Depth of Borehole

Temporary Monitor Well Construction Logs- `S- 6-- c -S C) 2

Well ID : Qq_ v ' Project # : 3196314GLogged By : ~w Client USACEDrilling Contractor: 0?A.;1 5 Start DateTme : 5-1 LI tiDriller's Name : ws~~ T~U=y Finish DateTme: 51~

Comments : C U Sc: L <<, 2 7' (~I~T A-7 f V

Depths are in Reference to Ground eve

Ground Level

Groundwater

CasingType : SL. t1 14(; PVC

Diameter :

Top of Screen

N

Gravel PackMaterial: Zc I y ( SK ( :4 ~NC

Screen :Type : S L U G !~ L' L

Diamete r:Length :Slot Size :

cfBorehole Diameter. 2

Bottom of Screen 1 2 r 7 1 112 1 Total Depth of Borehole

Temporary Monitor Well Construction Log

Well ID: >---13- C'W .̀-~'

Logged By : romDrilling Contractor: G;z'Nt3

Driller's Name : C-;) tY"

Project #: 3196314GClient USACEStart Date/Time : 5-I fr 1SFinish Date/Time :

Comments : L7C\

Depths are in Reference to Ground eve

Ground Level

Groundwater y f li

CasingType: 5 CAA y u ' (.

Diameter :

Top of ScreenGravel Pack

SAABMaterial : ZQ f L(D St "CA

Screen :Type : S,--t4 C, /IV

Diameter :Length : L(-.'Slot Size : , r, i C

Borehole Diameter.

Bottom of Screen 15 S ,Total Depth of Borehole