Laserfiche WebLink
Project: STONEBRIDGE DE MENT — LATHROP. CA. Log of Boring/Monitoring Well: <br /> Baring Localnn: SEE ATTACHED MAP Project No.: 70139-004-02 GP- 3 <br /> 1 Subcontractor and Equipment: TEG/GEOPROBE Logged ey. C. MELANCON Drawn By. T.Z. <br /> Sampling Method: CONTINUOUS CORE Monitoring Device. OVM 5 00B PID Comments: <br /> Fn'ah Date me: 3 30 99 16:30 16:30 Collected GP— <br /> Start Date/Time: 3 30 99 15:30 /T roundwater sample 3/30/99) <br /> 1� <br /> First Water (bgs): —10' Stabilized Water Level (bgs): 14.35 <br /> Surface Elevation: 17.5' MSL Top Casing Elevation: NA <br /> E <br /> Boring Abandonment/ <br /> a <br /> o u � <br /> a _ LITHOLOGIC DESCRIPTION <br /> (color, groin size, consistency, moisture, other) Well Construction Details <br /> a <br /> 0 0 0 u y o <br /> 1 0 DARK BROWN (10YR-3/3) SAND (SP) with trace <br /> 1 silt. Sand is fine—grained, micaceous, moist, loose <br /> 0,95,5,0) <br /> 2 2 <br /> 1 q <br /> 1 2 5 -- <br /> 2 6 Grout <br /> LIGHT OLIVE BROWN (2.5Y-5/3) SANDY SILT (ML) with �acklllptd ith 59( <br /> entoni eAemen <br /> 7 trace clay. Sand is fine—grained, stiff, moist, low <br /> 1 plasticity (0,35,60,5) <br /> 8 <br /> 9 <br /> 1 ,D <br /> 2 11 <br /> GRAY10YR-6 1 SAND SP) with trace silt. Sand is <br /> 1 12 fine—grained , ense, wet 0,995,5,0) <br /> 13 LIGHT BROWNISH GRAY (10YR-6/2) SILTY CLAY (CL) <br /> with trace fine—grained, very stiff, moist, moderate <br /> 14 plasticity, few rootholes (0,5,35,60) <br /> 1 15 LIGHT BROWNISH GRAY tOYR-6y2) SAND SP <br /> Sand is fine—grained, medium de <br /> 2 n�e, wet 0,1)00,0,0) <br /> 16 <br /> End of boring 16' <br /> 1 17 <br /> 18 <br /> 1 19 <br /> 20 <br /> 21 <br /> 1 22 <br /> 23 <br /> 1 24 <br /> 25 <br /> s <br /> 1 � 26 <br /> 27 <br /> � 28 <br /> 1 a <br /> 8 29 <br /> 30 <br /> SECOR 000 Reviewed r Date: �Zf(SS <br /> Revised By. Date: P°9e—L°f� <br /> 1 <br />