Laserfiche WebLink
,. CONDOR EARTH GEOLOGICAL L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 3024 DATE: 12/11/01 TD: 61.0' <br /> GP-9 SURF. COND.: Asphalt ELEV: ELEV. REF.: <br /> LOGGED BY: L. Morse WELL CONSTRUCTION SPECS <br /> +-. PROJECT: CSUS Stockton Multi-Campus DRILL EQUIP.: Geoprobe 6600 DP TOTAL CASING DEPTH: N/A <br /> FLUSH: NIA STICKUP: NIA <br /> CLIENT: CSUS Stockton HAMMER WT./FALL: N/A CASING DIA,: NIA TYPE: NIA <br /> LOCATION: Intersection,Flora&Aurora Streets HAMMER TYPE: N/A SLOT SZ.: NIA SAND SZ.: NIA <br /> i. SCREEN INT_: NIA <br /> DRILLER: Fisch Environmental GW DEPTH: N/A SAND ENT.: NIA <br /> C-57 NO.: HOLE DIA.: 1.5" BENT. INT.: NIA <br /> GROUT INT.: NIA <br /> � -- d � Z j i � (n WELL <br /> w U_ 2 z M p ? Q O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> �- r10 m 0 w vof <br /> DIAGRAM <br /> a <br /> Asphalt <br /> 5 <br /> 015t. 10- <br /> 15- <br /> Lo <br /> SP SP: SAND;Grayish olive and black,medium <br /> 20 CL to coarse grained,moist PID=0 ppm <br /> Lo CL: SANDY CLAY;Moderate yellowish <br /> brown,moist <br /> CL CL: CLAY;Moderate yellowish brown,moist PID=0 ppm <br /> 25 <br /> L <br /> CL CL: SANDY CLAY;Moderate yellowish PTD=4.8 ppm <br /> �. 30 brown and light olive gray,moist <br /> NOTES: PID=Photoionization detector DP =Direct Push ppm = Parts per million <br /> GP-9 backfIIed with neat cement <br /> �. PG. 1 OF 2 <br />