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' 0afv�O7�2L605 11: 55 _2094683433 FIFTH FLOCR PAGE 20 <br /> v ,L - <br /> LV%M <br /> JAMAR Well Number MW_3 <br /> t oongn 4675 East Main Street, Stockton, CaliforniaDiametrr of S'/ inches <br /> ftiaa o3�9oa2.00 Total:Depth or Boring 74 feet <br /> C*dngja I Alt, CECT Date sta►tact September 9, 1999 <br /> ' Ddl company Soils Exploration Services Clete Coveted September 9, 1999 <br /> ComrTwnm <br /> M02 <br /> u <br /> WELL CONSTRUCTION DETAIL R DESCR TION <br /> :i I <br /> ASPHALT aver FILL <br /> Reddish-brown SILT, drv,Depth <br /> thin veins of caliche. <br /> s grout No odor <br /> 4 ,. <br /> s <br /> s 4 <br /> 6 <br /> y >l I7 As above. <br /> t 22 No odor. <br /> 7 BackGround OVA <br /> ' - <br /> reading: 3.3 <br /> e ?-inch ; 'k OVA Reading: 2. 1 from sample. <br /> $ diameter <br /> ' solid wall �r <br /> 40 Schedule � <br /> 40 y 2 Tan clayey SILT to silty CLAY, moist. <br /> I11 PVC �� Clay is moderately plastic. <br /> 12 pipe �. Lens of medium-Crain sand 2" thick. <br /> ' 13 . ►' No odor. <br /> BG.-1-2 <br /> 14 �` /�� R. 1.: from sample. <br /> % t6 As above. <br /> 16 � 8 <br /> 17 No odor, <br /> 16 41 grout R: 4.0 from sample. <br /> ` Gradational contact <br /> Light brown SILT, moist, gray mottling. <br /> Jahn P. Cummings&Associates <br />