|
Cambria Environmental Technology, Inc BORING/WELL LOG
<br /> 270 Perkins Street
<br /> Sonoma,California 95476
<br /> Telephone (707) 935-4850
<br /> Fax (707) 935-6649
<br /> • CLIENT NAME Eguilon Enterprises LLC dba Shell Oil Products US BORINGIWELL NAME MW-5
<br /> JOB/SITE NAME Former Shell Service Station DRILLING STARTED 11-Se 2
<br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 11-Se -02
<br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 16-Sep-02 5gallons)
<br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 54 68 ft above msI
<br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 54 21 ft above msl
<br /> BORING DIAMETER 10" SCREENED INTERVAL 48 to 63 fba
<br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 53 0 it(11-Sep42) Q
<br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 51 4 ft 19Se -02
<br /> REMARKS
<br /> oa w a O LITHOLOGIC DESCRIPTION Z= WELL DIAGRAM
<br /> La 0°U W Ow
<br /> N U 0
<br /> ASPHALT 05
<br /> Silty SAND,(SM),dark yellowish brown(10YR 314),
<br /> moist,5%clay,30%silt,65%fine sand
<br /> 0 0 7 MW-5- 5 @5'-medium dense
<br /> 9 55 SM
<br /> 25
<br /> sore-
<br /> @7'-yellowish brown(10YR 514),very dense,25%silt,75%
<br /> 28 fine to medium sand
<br /> 5W
<br /> 00 40 '
<br /> M 1105- 10
<br /> @10'-dark yellowish brown(10YR 416)
<br /> u
<br /> 18
<br /> 120
<br /> 9,
<br /> 7 Sp SAND,(SP),dark yellowish brown(10YR 4/6),dense, 130
<br /> a moist 5%silt 95%fine to medium sand
<br /> 1° SM Sift SAND,(SM), dark yellowish brown(10YR 416), 140
<br /> e medium dense moist 25%sift 75%fine to medium sand
<br /> 7 15— SAND,(SP),light olive brown(2 5Y 5/4),medium dense,
<br /> 00 7 MW-5- moist,5%sift,95%fine to medium sand
<br /> 11 15'
<br /> ,5
<br /> a SP
<br /> s
<br /> Q18'-100%fine sand
<br /> 200
<br /> 00 10 MW-5- 20 SM Slfy SAND,(SM),grayish brown(2 5Y 512),medium
<br /> 12 20' dense moist 25%silt 75%fine to medium sand 21 0
<br /> 9 SAND, (SP),light olive brown(2 5Y 514),medium dense,
<br /> 0 13 moist,100°x6 fine sand Portland Type
<br /> � VII
<br /> a 7 SP
<br /> W 9
<br /> O 7
<br /> 'a 0 0 1° MW-5- 25 255
<br /> c2
<br /> a 25' Silty SAND,(SM),dark brown(10YR 313),medium
<br /> 12 SM dense,moist,30%sift,70%fine sand 270
<br /> ,4
<br /> i= 6 Sandy SILT,(ML),olive gray(5Y 512),very stiff,moist,
<br /> S2 10 5%clay,80%sift, 15%fine sand,no plasticity
<br /> ,2
<br /> F-
<br /> 10 ML
<br /> 009 MW-S-
<br /> 30
<br /> 17 30 (ID31'-dark grayish brown(2 5Y 412),5%clay,70%sift,
<br /> e 25%fine to medium sand 32 0
<br /> 00 1r SAND,(SP),olive gray(5Y 512),medium dense,moist,
<br /> 5%sift,95%fine to medium sand
<br /> 7
<br /> is Sp @34'-dense, 100%medium to coarse sand
<br /> Uj 35
<br />
|