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CONDOR EARTH PROJECT: MUSD New Haven Elementary School Modernization Project PROJECT NO.: 7964
<br /> `TECHNOLOGIES,INC. CLIENT: Manteca Unified School District
<br /> CONDOR 209-234-0518 PROJECT LOCATION: 14600 Austin Road,Manteca,California
<br /> FAX 209-234-0538 LOCATION: Southeast Corner of Proposed New Gymnasium ELEVATION:
<br /> DRILLER: V&W Drilling,Inc. LOGGED BY: N.Garnica
<br /> LOG OF BORING DRILLING METHOD: Hollow-Stem Auger/Mud Rotary DATE: 02/15/19
<br /> No. B-2 DEPTH TO-WATER>INITIAL: s 45 AFTER DRILLING: s CAVING> -L
<br /> U N V .>., O
<br /> a) w E >' oM 1- , Description E z m o Z M . o. -0 CT * N a)
<br /> UD2 1-
<br /> o
<br /> 0
<br /> G3" Grass/Roots z 10
<br /> ;i SM 5 1 4
<br /> U) Light brown silty sand,moist, medium dense to 6
<br /> w SM medium grained 2 6
<br /> 4) Light brown silty sand, moist,fine to medium 2 3
<br /> grained, loose
<br /> `- 5 SP-SM 5 4* 1* �4 3 6
<br /> Light brown poorly graded sand with silt,fine to : �:r a 3 3 8.8
<br /> a medium grained, loose 1:i:[ i
<br /> M SP 3 7
<br /> Light brown, poorly graded sand,fine to medium 4 3 4.4
<br /> g grained,moist, loose 4
<br /> 10
<br /> m SP Yellowish orange,poorly graded sand, sharp conta s 14
<br /> c CL with: 5 11
<br /> � 75MSP-SM Lean clay,moist, stiff
<br /> 'o SP-SM 12.0 L J:t.1. 4 15
<br /> 9 Yellowish orange, poorly graded sand with silt, 1:�:t 6 9 12.1
<br /> o moist,medium dense 'i'�'L
<br /> t 1:L
<br /> c SP-SM a:�:j 5 22
<br /> 7 10
<br /> 0
<br /> a
<br /> LJ:C7. 12
<br /> M
<br /> CL 17.5-:' z 22
<br /> Grayish lean clay,moist,very stiff, medium g 4
<br /> `o plasticity
<br /> c 20
<br /> CL Light brown lean clay with traces of fine sand, 4 25
<br /> s
<br /> o. moist,very stiff,medium plasticity 9 16
<br /> 0
<br /> ML 22.5 15 46
<br /> € Yellowish orange,sandy silt,moist, hard 10 20
<br /> 26
<br /> 25
<br /> CL 25 6 24
<br /> Yellowish orange, sandy lean clay,moist,very stiff, 11 12
<br /> medium plasticity X,
<br /> 12
<br /> CL Yellowish orange, sandy lean clay, moist,very stiff, 4 27
<br /> low to medium plasticity a
<br /> 30
<br /> SP 30.0-1% 7 22
<br /> CL Poorly graded sand, sharp contact with lean clay, 13 6
<br /> low plasiticity,moist, stiff 14
<br /> CL 3 .5
<br /> CL Silty fine sand to lean clay,medium plasticity,moist 14 a 16
<br /> to wet,very stiff 8
<br /> CL Grayish green sandy lean clay,moist,medium 2 16
<br /> —415 7
<br /> At approximately 37 feet driller encountered gravelly material, next sample was taken at 37.5 feet.
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