Laserfiche WebLink
Vector Engineering, Inc. <br /> 143E Spring Hill Drive WELL NUMBER: SG-118 <br /> Grass Valley, CA 95945 Page 1 of 1 <br /> Telephone:530-272-2448 <br /> Fax: 530-272-8533 <br /> Project: LFG Monitoring Well Installation Remarks.- <br /> Client: <br /> emarks:Client: San Joaquin County <br /> Location: Foothill Sanitary Landfill <br /> 6484 North Waverly Road, Linden, CA <br /> _ 0) <br /> 1 Q 0 � Material Description Well Diagram <br /> o � � <br /> ca <br /> CD <br /> SM SILTY SAND (SMS dark brown (10YR 3/3), moist, nonplastic, Cement <br /> approximately 30 %fines, 70 %fine-grained sand <br /> 5 _ _ _ _ Bentonite <br /> SC CLAYEY SAND (SC) dark yellowish brown (10YR 3/4), <br /> moist, low plasticity, approximately 20 %fines, 80 % Gravel <br /> 10 fine-grained sand, < 5 % gravel 10 filter pack <br /> Bentonite <br /> 15 - 14ft: same, except dark brown (10YR 3/3) 15 <br /> 20 20 <br /> 25 25 Gravel <br /> filter pack <br /> - more fines, approximately 30 %fines, 70 % sand, medium <br /> 30 plasticity 30 <br /> --- --more fines, approximately 40 %fines, 60 % sand ------- <br /> 35 35 <br /> CL SANDY CLAY(CL) dark yellowish brown (10YR 4/4), moist, Bentonite <br /> medium plasticity, approximately 50 %fines, 50 %fine-grained <br /> 40 sand 40 <br /> 45 45 <br /> 50 50 : <br /> Gravel <br /> filter pack <br /> 55 -same, except approximately 60 %fines, 40 %fine-grained 55 <br /> sand <br /> 60 eo <br /> -same, except brown (10YR 4/3), 70 % fines, 30 % sand <br /> 65 -- 65-- <br /> 70 <br /> 5=70 = 70-- <br /> 75 <br /> o=75 = 75_ <br /> 80 = ao= <br /> Drilling Company: PC Exploration Date Started: 7/30/2009 Time Started: 8:05am <br /> Drilling Method: Hollow Stem Auger Date Completed: 7/30/2009 Time Completed: 1:55pm <br /> Boring Diameter: 8 in Elevation (ft): 223.428 Total Depth (ft): 63 <br /> Logged By: Kristin Sample, PE Groundwater Level: NFWE <br /> Sampling Method: Grab from cuttings <br />