Laserfiche WebLink
CONDOR EARTH G E O L O G I C L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 2136K DATE: 11/19/19 TD: 56.5' <br /> EB- 11 SURF. COND.: Soil ELEV: N/A ELEV. REF.: N/A <br /> CONDOR' <br /> LOGGED BY: Z. Solow WELL CONSTRUCTION SPECS <br /> TOTAL CASING DEPTH: N/A <br /> Mud Rotary <br /> PROJECT: Brown Sands Geologic Exploration DRILL EQUIP.: FLUSH: N/A STICKUP: N/A <br /> CLIENT: Brown Sands, Inc. HAMMER WT./FALL: 140 Ib/30" CASING DIA.: N/A TYPE: N/A <br /> SLOT SZ.: N/A SAND SZ.: N/A <br /> LOCATION: 800 Mossdale Road, Lathrop HAMMER TYPE: SPT SCREEN INT.: N/A <br /> DRILLER: V & W Drilling GW DEPTH: N/A SAND INT.: N/A <br /> BENT. INT.: N/A <br /> C-57 NO.: 720904 HOLE DIA.: 5" GROUT INT.: N/A <br /> Y U <br /> _ 3 F w ., x 0 u) WELL <br /> w - Z O > z n- O N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> O N M O W " O DIAGRAM <br /> K <br /> 0 CL <br /> 5 <br /> 10 2 W-11.5' CLAY WITH SAND, brown, 25% <br /> 2 fine sand, cobbles, 75% fines, low toughness, <br /> low plasticity, no odor, no organics, moist <br /> 15 <br /> 20 <br /> 25 push 25'-26.5' LEAN CLAY, brown, <5% sand, <br /> push 95% fines; toughness increasing with depth, <br /> 2 clayey sand stringer(3") at approximately 26' <br /> 30 5 SP 30'-31.5' POORLY GRADED SAND, brown/ Fine Sand <br /> egray, 90% fine sand, 10% fines, no odor, no <br /> organics, wet; clayey sand stringer (T ) at <br /> NOTES: <br /> PG . 1 OF 2 <br />