APPENDIX B BORING LOGS AND WELL CONSTRUCTION LOGS KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM)
KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM) BORING LOGS
L R HTRW 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 Auger 4. 5" ID Stem Auger, 2'x24" Split Spoon 9. Surface elevation (feet above mean sea level) : 805.01 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 elapsed 13. 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. Geotechnical samples : Collected : Disturbed : Undisturbed : 19. Total no. of core boxes: NA NA Samples for chemical VOC Metals Other (specify) Other ( specify) Other (specify ) 21. Total core analysis : 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 + + + + (0 W O r V) '~ GS8 P - 133-MWOI _~s V J tm c 0 O O OD 1 + * + + W I] r~ M - - s mn 668800 668900 669000 669100 Easting Project: Fort McClellan bgs= below ground surface Hole no. : NA = Not app licable GSBP - 153-MWO1
HTRW DRILLING LOG (Continuation Sheet) HOLE NUMBER: GSBP-153-MWOI Project : Fort McClellan Geologist: JAMES DENDY Sheet 2 of 4 sheets t a w -- o - Description of Material s ( c) qo 2 Field V 3o n screening results (d) Geotech sample or core box Analytical sample no. M Blow (g) counts Remarks (h) 805-0 ml : Brown SILT, little Sand, little Gravel. Gravel is subangular 5mm-20mm. rganic 4-587 Rec gs 0 O.Oppm BZ0001-1 ml 1-a --2 NA: No recovery. 458 10 Rec 12"/24" (2-4' bgs) 2 - NA -{- 3 ml: Light brown SILT, little light gray Clay. Organic ml O.Oppm BZ0002 -~- 4 ml : Brown SILT, little gray Clay. Organic 4410 7 Rec 22"/24" (4-6' bgs) 4 O.Oppm 800-5 ml 5- -~ -6 ml : Brown SILT, little gray Clay. Organic 4346 Rec 22 "/24" (6-8' bgs) 6 - ml O.Oppm -1-7 NA: Gray CLAY, some gray Silt, little black coal. Coal fragments are angular. Organic 7-a NA O.Oppm ~- 8 ci : Gray CLAY, soft, medium plasticity. Organic 2333 Rec 24"/24" (8-10' bgs) 6 O.Oppm -4-9 cl 9-
HTRW DRILLING LOG (Continuation Sheet) HOLE NUMBER : GSBP-153-MWO1 Project : Fort McClellan Geologist: JAMES DENDY Sheet 3 of 4 sheets.-. w ~ a o Description of Materials (c) y r Field c. screening resu lts ( d ) sample~or co n obox (a) Analytical sample no. M Blow counts ( p ) Remarks (h) 795,-10 cl: Gray CLAY, little brown Silt. CLAY is medium plasticity and soft. 2222 Rec 20"/24" (10-12' bgs) 101 ci 11- --- 12 ci : Gray CLAY, little brown Silt. 12-.a- 13 13- -~-- 14 sh : Gray, weathered SHALE, some Clay. SHALE is fissile and friable. 468 12 14-J 7904-15 sh 15-I -16 sh: Gray fissile SHALE. Description from auger cuttings 16-19' 16-I -~-- 17 17-4 sh -18 18-I -!- 19 sh: Gray fissile SHALE. friable. SHALE is fissile and 50/0.5' Rec 8'724" (19-19.5 ' bgs) 19- ci: Gray CLAY. Descriptions from auger cuttings 19.5'-29'. 785-20 20-~
HTRW DRILLING LOG (Continuation Sheet) HOLE NUMBER : GSBP-153-MW01 Project: Fort McClellan Geologist : JAMES DENDY Sheet 4 of 4 sheets > w 1 L n.- o Description of Materials (c) g Field - 2. screenin sale results (d) core ( eox Analytical sample Pt) no. Blow counts (g) Remarks (h) Organic O.Oppm - - 21 Organic 1- O.Oppm Cuttings wet at 21'. - - 22 22--1 ~--- 23 23-I -~- 24 24-I 780-25 cl 25-J -I -- 26 26--I ~- 27 27--I 4--28 28-I Bottom of borehole at 29'. L29I I 1 11"v I I I 1 29
~,T- 13 Boring Log Report Form Boring No. Page _ of 2 Client USACE ESE Project FTMC-SI Site Location SZ \ 22 G't -~ S V \ ESE Project No. 3196314G ESE Field Crew Leader:Rich Hill ESE Project Manager William Elliott Date Start Finish 15 - l \ ` c( t Drill Type Geo robe Contractor : Graves Services Driller t ~ Boring Depth 15-1 L " Diameter 2 Geologist : Rich Hill Boring Location S< ~~ S C om «' G m E N a E N ad 3 c m CD in U = c mn DESCRIPTION C, L AI ( ' Z` c >a,,.~ ) ~ c vvi H REMARKS = W U CL z tv.cac'~hz~zy ~? ' -t 1L i (ZjVA R ST ~ 7-7 1 New -p kz-tkc,fir`s ; ` aay kudt 1 L ~i~ SG ytucti i5` :- L. a ~~ ~ ~ (5 \/g 5/, vr~-( u IS-( z i Its r F.001 Environmental Science & Engineering, Inc.
Sz-~3 Z;>~ S > 2 Boring Log Report Form Boring No. :Page Client USACE ESE Project FTMC-SI Site Location 5~ 1 ESE Project No. 3196314G ESE Field Crew Leader :Rich Mil' ESE Project Manager William Elliott Date Start 5- \,-A - `l" Finish S -I \-`- 5» Drill Type Geo robe Contractor : Graves Services Driller byk~ I Boring Depth l2 7 ` Diameter Geologist : Rich Hill Boring Location S e -F- r'^ y CL to d a CL C -a c t n Wd S d N m DESCRIPTION ~ y REMARKS SC SM F.oo1 Environmental Science & Engineering, inc.
Boring Log Report Form Boring No, 5'` 13 S SC~2l. 5L3 Page ( of - Client USACE ESE Project FTMC-S1 Site Location_ $ L \ 3-5 S572- &-' L 3 ESE Project No. 3196314G ESE Field Crew Leader :Rich Hill ESE Project Manager William Elliott Date Start 5-- L'V3 Finish S -11_ct Drill Type Geoprobe Contractor: Graves Services Driller C 'L Crzx loc1n Boring Depth Geologist : Rich Hill Boring Location_ 5T 5.~ MAP 2 " L o f -a E Cn c sc a cn $' > -CL ~ a H o mio io ch " 0 = c ~ No m DESCRIPTION co vm.e m U EMARKS 2 r,fr 4 % l5-t 4A~ti~~.1 ffoza rr-~ I lu - I - C V L O,/t\L &LE / C l 5--~ - N 3 /~ " L y 'CIL ~I'.M 5T,-,' 1 Gc tc~ ti ~f3 rt ~ q L C1 (V-- L s 1 ~5), wcl ft-r t L - C L V 1 I, I F.oo1 Environmental Science & Engineering, Inc.
KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM) WELL CONSTRUCTION LOGS
MONITORING WELL INSTALLATION DETAIL PROJECT : Fort McClellan, SAD TERC WELL NO : GSBP-153-MWOI LOCATION Anniston, AL DRILLING METHOD : CLIENT : USACE Mobile D istrict Hollow Stem Auger INSTALLATION DATE 10/04/99 CONTRACTOR MILLER DRILLING NORTHING : 1166833 DRILLER : KEN GOBELL EASTING : 668863.58 IT FIELD REPRESENTA TIVE : JAMES DENDY JOB NO : 774645A GROUND SURFACE ELEVATION* 805.01 TOP of WELL CASING or RISER PIPE EL* 807.26 STICKUP N/A S TYPE of SURFACE SEAL Concrete MINIMUM THICKNESS of SURFACE SEAL 4 inches ANNULAR SPACE SEAL TYPE Bentonite -Cement TOP OF BENTONITE SEAL TYPE of RISER MATERIAL PVC SCH 40 (Flush Threaded) INSIDE DIAMETER of RISER ( inches) 2 APPROXIMATE DIAMETER of -00-5 BOREHOLE ( inches) 8 TOP OF SAND PACK --- p.. 7 TOP OF SCREENED INTERVAL EL* 791.26 DEPTH 13.75 HORIZONTAL SURVEY DATUM : NAD83 I TYPE of SCREEN MATERIAL PVC SCH 40 SLOT SIZE (inches) 0.010 INSIDE DIAMETER ( inches) 2 TYPE of SAND PACK AROUND SCREEN Sand No I. VERTICAL SURVEY BOTTOM of SCREENED INTERVAL DATUM : NGVD88 EL* 776.26 DEPTH 28.75 L- BOTTOM of SUMP and WELL NEAT CEMENT EL* 776.01 DEPTH 29 BENTONITE SEAL BOTTOM of BOREHOLE FILTER PACK EL* 776.01 DEPTH 29 GROUT BOREHOLE COLLAPSE *All elevations (EL) are referenced to MSL. All depths and heights are given in feet and are referenced to the ground surface.
Temporary Monitor Well Construction Log Well ID: S ' C"~ C I Project # : 3196314G Logged By: Client USACE Drilling Contractor: & - J Start Date rri me : 5-0- 9 8 Drillers Name : C ~ (-'* G crt f? Finish :--g- Date/rime -1( - ( B Comments: S I C, St)I -70 1 S '-10 pths are in Reference to Ground Leve Ground Level Groundwater Casing Type : Diameter: I Top of Screen Gravel Pack Material : 20)L1L ; S IL4(h 4f-t Screen : Type : Sc 4_ L AC, PV & Diameter Length :,{ c Slot Size: C :, t) t C, Borehole Diameter I 'I Bottom of Screen 5 - / L I ll1 Total Depth of Borehole
Temporary Monitor Well Construction Log s- `S- 6-- c -S C) 2 Well ID : Qq_ v ' Project # : 3196314G Logged By : ~w Client USACE Drilling Contractor : 0?A.;1 5 Start DateTme : 5-1 L I ti Driller '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 Casing Type : SL. t1 14( ; PVC Diameter : Top of Screen Gravel Pack Material : Z c I y ( SK ( :4 ~NC N Screen : Type : S L U G!~ L' L Diamete r: Length : Slot Size : Borehole Diameter. 2 cf Bottom of Screen 1 2 r 7 1 11 2 1 Total Depth of Borehole
Temporary Monitor Well Construction Log Well ID: >---13- C'W `.-~' Logged By : rom Drilling Contractor: G;z'Nt3 Driller's Name : C- ;) ty" Project #: Client Start Date/Time : Finish Date/Time : 3196314G USACE 5-I fr 1S Comments : L7C\ Depths are in Reference to Ground eve Ground Level Groundwater y f l i Casing Type : 5 CAA y u ' (. Diameter : Top of Screen Gravel Pack Material : ZQ f L(D St "CA SAAB 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