Laserfiche WebLink
Project TIME OIL — 14000 E HWY 68 LOCKEFORD CA Log of Boring/Monitoring Well Page 1 of 4 <br /> Boring Location Intersection of Cherry SL & HWY 88 Project No J0710-001-01 M�'11 f <br /> 1T r <br /> � <br /> Subcontractor and Equipment MlLehell Drilling CNIE7511T Logged By T Brown <br /> Sampling Method 2 Split Spoon Sampler Monitoring Device 580B OVM PID Comments <br /> in Date Tirrie 07/16/96//1415 Finish DaLe Time 8-Inch Outside Diameter <br /> � � o7/1s/ss//lsoo <br /> Solid Flight Augers <br /> irsl Water (13CS) 72 Feet Stabilized Water Level (BGS) &8 64 Feet <br /> I - Surface Elevation 99 40 Casing Top Elevation 98 98 <br /> z E Boring Abandonment/ <br /> LI HOLOGIC DESCRIPTION Well Construction Details <br /> m a N (color grain size consistency moisture other) <br /> 0 p 0-0 5 FOOT = ASPHALT <br /> 0 5-1 0 FOOT = BASE GRAVEL 2-ENCH <br /> I - - _ - LOCKING <br /> WELL CAP <br /> 2 BOX a- <br /> TRAFFI C <br /> RATED ST <br /> 3 <br /> 4 _ - - CONCRETE <br /> 13 r' 6 0 4 SC CLAYEY SAND DARK YELLOWISH BROWN (10 YR 4/2) <br /> # 13 <br /> = 5-- - - FINE GRAINED SAND MEDIUM DENSE, <br /> 6 - - - DAMP NO PETROLEUM ODOR (0 60 0 40) 2-INCH <br /> SC11 40 <br /> PVC <br /> 7 _ CASING <br /> 8 <br /> a 15 <br /> 15 18 0 9 CL SANDY CLAY PAIS YELLOWISH BROWN (10 YR 6/2) <br /> 21 <br /> s 10 = FINE GRAINED SAND MEDIUM DENSE <br /> DAMP MICACEOUS NO PETROLEUM <br /> 11 ODOR (0 40 0 60) a a <br /> � C7 <br /> 12- <br /> Z z <br /> ca rti <br /> 13 w w <br /> U U <br /> 14 15 0 L4 (AS ABOVE) q p <br /> N 17 z z <br /> 3 22 <br /> c>r a <br /> O � <br /> 16 a a <br /> 17- <br /> l0 17 0 <br /> 19--_SW= SAND, MODERATE YELLOWISH BROWN (10 YR 5/4) <br /> 21 ____ MEDIUM TO FINE GRAINED MEDIUM DENSE <br /> = 2B 20 -__ DAMP TRACE OF CLAY MICACEOUS NO <br /> PETROLEUM OpOR (0 95 0 5) <br /> 21-7 <br /> 22 =- <br />