|
5491 F Street BORING/WELL NO: MW-17
<br /> ///)A%PX
<br /> Pro'ect: Moore Petroleum Location; Banta, California Project ERA02.004
<br /> y Date Drilled: 10-31-05 Loc ged By: Cheryl Martin Reviewed B
<br /> 70 Drilling Company: Woodward Drilling Co. Inc. Driller: Amador Method: Hollow Stern Auger
<br /> e Hole Diameter: 8 in Depth Drilled: 25 Ft. Del2th To Water: Initial; NL Ft. Static: NIA Ft.
<br /> q Type: PVC Diameter: 2 In. Schedule: 4D Interval: 0.5 Ft. To: 10 Ft.
<br /> Screen-Type: PVC r• 2 in. Slot Size: Q.020 _
<br /> In. Interval: 10 Ft. To: 25 Ft.
<br /> Filter Pack Type: #3 Sand
<br /> Seal Type: Bentonite I ryI F . T F .
<br /> Grout T e: Type l—II Cement Interval: 1 Ft. To: 6 Ft.
<br /> Well Depth PID Sample ID Llthologic Description
<br /> Detail (Ft.) (PPM) Blowcount Log
<br /> 2
<br /> SP
<br /> 4
<br /> 3,621 Sand With Clay dt Silt, Moderate Yellowish Brown/Dark Yellowish Orange, Poorly Graded,
<br /> 12 Fine Sand, Subangular To Subrounded, Loose To Moderately Dense, Dry, No Odor
<br /> 6 22
<br /> 20
<br /> s
<br /> 10 3,262 5 Clayey Sand With Silt, Moderate Yellowish Brown, Poorly Graded, Subangular To
<br /> 10 Subrounded, Moderately Dense, Moist, No Odor
<br /> 7. 12�
<br /> 12
<br /> SC
<br /> 14
<br /> 171
<br /> s
<br /> 16 5 Moderately Dense To Dense, Wet
<br /> 5 Sand, Dark Yellowish Brown, Poorly Graded, Fine Sand, Subrounded, Loose, Wet
<br /> \SC
<br /> 1s
<br /> 20 2 Clayey Sand With Silt, Moderate yellowish Brown, Poorly Graded, Fine Sand, Dense, Wet,
<br /> 6 No Odor
<br /> 12 Sand, Dark Yellowish Brown, Poorly Graded, Medium Sand. Subrounded. Loose, Wet
<br /> 22 SIP
<br /> 24
<br /> SC Clayey Sand With Silt, Moderate Yellowish Brown, Poorly Graded, Fine Sand, Subrounded,
<br /> 50 M Moderately Dense To Dense, Wet
<br /> 26 For �\SP Sand, Dark yellowish Brown, Poorly Graded, Medium Sand, Subrounded, Loose, Wet,
<br /> No Odor
<br /> 2s LEGEND
<br /> 30 Explanation: Contoctw
<br /> Location Of Recovered Drill Sample Solid
<br /> Where Certain
<br /> 32 Chemical Analysis le Sealed for . . . . . . .Dotted
<br /> Where
<br /> Approximate
<br /> NR No Recovery _——— Dashed Where
<br /> 34
<br /> Uncertain
<br /> ® Grout _ , Hachured Where
<br /> Gradational
<br /> 36 ® Bentonite
<br /> Sand
<br /> 38
<br /> ® Screen
<br /> Page 1 Of 1
<br /> 40
<br />
|