Laserfiche WebLink
' CONDOR EARTH <br /> TECHNOLOGIES, INC. GEOLOGICAL L O G <br /> PROJECT NO.: 3761B DATE: 10/30/03 TD: 39' <br /> EW-1 SURF. COND.: Asphalt ELEV: 36.23 ELEV. REF.: <br /> — LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br />' PROJECT; 3761E -Bo ett Manteca - CME-75 #12 TOTAL CASING DEPTH: 39' <br /> _ _. — DRILL EQUIP.; PLUSH: Yes STICKUP: <br /> _ CLIENT: SC&D Bo ett HAMMER WT./FALL: CASING DIA.: V TYPE; PVC <br />' SLOT SZ.: •010 SAND SZ.: 2-116 <br /> LOCATION: 419 S.Main St. Manteca HAMMER TYPE: SCREEN INT.: 29-39' <br /> DRILLER: Steve;West Haamat GW DEPTH; Approximately 26.5' SAND INT.: 26-39' <br /> — <br />' C-57 NO.: 81954$ HOLE DIA.: 10" BENT. INT.: 22.5-26' <br /> GROUT INT.: 0.22.5' <br /> >- <br /> W co) OfWELL <br /> U <br /> LU U_ O O 5 0 z p SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> J <br /> cn co v0 w DIAGRAM <br /> n: <br /> As halt <br /> ML Hand augered from <br /> Brown silt; organics present(tree roots, etc.); <br /> ti.:. <br /> d surface to 5 feet bgs <br /> rY <br /> .t Y <br /> _ s - <br /> SP Brown, cemented sand; dry <br /> CL-ML Brown clayey silt-,clay lenses present; dry <br /> 0 00 <br /> ,1. <br /> 0 00 <br /> go 0 <br /> 00 <br /> :. :.• <br /> PID=0.8 ppm <br /> - lyti, is1,. <br /> p <br /> SP g - ' <br /> Li ht brown sand; fine to medium grained; w <br /> 15 ' <br /> biotite, quartz, and feldspar present; dry i�.. <br /> Moist at approximately 16 feet bgs <br /> CL Brown silty to sandy clay;fine to medium <br /> grained;moist <br /> 20EW-2CPID :• ' <br /> Brown clay;minimal silt and sand grains; = 1.4 ppm <br /> moist <br /> SP Light brown sand;fine to mediumained- <br /> 25 �. ' <br /> moist = — <br /> ' Wet at 26.5' Groundwater Level <br /> ' 30 SM <br /> — Light brown silty sand with clay lenses; fine t <br /> medium grained; wet <br /> NOTES: <br /> PG. 1 OF 2 <br />