COMPLIANCE INFO - Laserfiche WebLink

Home Browse Search

CONDOR EARTHI�CGEOLOGY . AL LOG TECHNOLOGIES . S PROJECT NO.: 4392 DATE: 6-10-04 TD: 15' GP-4 SURF. COND.: Concrete ELEV: ELEV. REF.: corv�oR' LOGGED BY: C. Kipf WELL CONSTRUCTION SPECS PROJECT: Al Lee's Automotive Service DRILL EQUIP.: Geoprobe 5410 TOTAL CASING DEPTH: FLUSH: STICKUP: CLIENT: City of Stockton HAMMER WT./FALL: N/A CASING DIA.: TYPE: LOCATION: 20 E. Lindsay St., Stockton HAMMER TYPE: N/A SLOT SZ.: SAND SZ.:SCREEN INT.: DRILLER: Vironex-Jeff Baker GW DEPTH: N/A SAND INT.: BENT. INT.: C-57 NO.: 705927 HOLE DIA.: 2" GROUT INT.: } a 3z > � = c7 WELL CL U Q o m 0 p? O j SOIL DESCRIPTION REMARKS CONSTRUCTION cn U U DIAGRAM 46.8 FILL 0-3" CONCRETE CL-CH 3"-4"AGGREGATE BASE 4"-6.0'LEAN TO FAT CLAY,dark brown, moist,very stiff,medium to high plastic fines, minor organics-interstitial 3 PID=2.8,no odor at 3.5' 48 6 IVIL GP 6.0'-6.1' SANDY SILT,orange/brown,moist, ML stiff,low plastic fines,approximately 35%fine GP sand ML 6.1'-6.2'GRAVEL lense 21.6 6.2'-6.5' SANDY SILT g ML SP 6.5'-6.8'GRAVEL lense SP 6.8'-8.0' SANDY SILT ML PID=6.4 at 7.5' 8.0'-12.0' SANDY SILT,orange/brown,moist, stiff,low plastic fines, approximately 35%fine sand,sand lense with gravel 8.4'-8.7'COARSE SAND lease 12 36 GP 8.7'-8.9' SANDY SILT ML 8.9'-9.5' SAND AND GRAVEL lenses are dry 9.5'-12.0' SANDY SILT ID=3.2,no odor at 11.5' 12.0'-12.2'POORLY GRADED GRAVEL WITH SAND AND SILT,approximately 70% 15 fine gravel up to 1" angular,red siltstone, approximately 20%fine to coarse sand,low lastic fines,grades into 12.2'-15.0' SANDY SILT,orange/brown with white evaporite seams, dry to slightly moist, medium stiff,low plastic fines 18 PID=0.1 no odor at 14.5' NOTES: PID Background=0.1 ppm. Located 11'Back door,25'E.Wall PG. 1 OF 1