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y-7 qisa <br /> " 5TIE/1 DCA[7nAf BEGUN $ORQdG 13iAME1EA ANGLE/81ARIf7c BORING NoC� � <br /> EZ Serve Stockton 12/1/93 8 Inches 90 De s MW-6 <br /> ]DRILLING CONIRACTOR COMPLSfEo mol M COUNTMM WATER DEnH BOTIt]M OF BORING <br /> B &F Dnllin 12/3/93 77 Feet 90 Feet <br /> DRQ.LMAICEdsMODES. OPERATOR LOC=aY STATIC WATER CGPTH-DATE WELLNO <br /> ,mWobile B-61 Chris Fiscus Tony Ramirez 73 51 Feet-12/9/93 MW-6 <br /> MATERIAL SLOT SMESAMPLING MMTMD MD BOT Om of WELL <br /> SCH 40 PVC 0 020" CA-modified sl2lits on 90 Feet <br /> FILLTFR PACK WELL SEAL PLANNED USE <br />' <br /> Monterev sand#3 Neat cement with 5%bentonite powder over hydrated bentonite ellets Monitorin <br /> ATER WELL <br /> Pm <br /> BEADSPACE D�Tx `"LEVEL coNs-I1; c MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> Grassy Cover <br /> 2 Lean CLAY (CL); medium brown, moderate plasticity, <br /> 3 5 to 10% fine sand; moist <br /> 4 <br /> 5 <br /> 72 00 <br /> e <br /> Same as above <br /> s <br />' 9 <br /> Clayey SAND (SC), medium brown, poorly graded, <br /> fine sub-angular to sub-rounded sand, 35% clay, <br /> 2s °° 11 `i=ii moist <br /> 13 <br /> 13 <br /> 74 Poorly graded SAND (SP), grey, fine to medium, <br /> 1s angular to sub-rounded sand, moist. Increase in grain <br /> 1 <br /> 00 15 size with depth to primarily medium to coarse <br /> 17 <br />' 78 <br /> 19 <br /> 24 <br /> 28 0° u <br /> Lean CLAY (CL); medium brown, moderate plastiafty, <br /> 23 5 to 10% fine sand, moist <br /> 24 <br /> 's Lean CLAY (CL); medium brown with light brown <br />' 76 0 0 26 mottling, moderate plasticity, moist <br /> rr <br /> 28 <br /> 29 <br /> 3941 Clayey SAND (SC); see Sheet 2 for details <br /> HYDRC* SOIL BORING LOG PLATE <br /> ENVIR (6NMENTAL AND C-2 <br /> WELL CONSTRUCTION DIAGRAM SHEE7I OF 3 <br /> TECHN LOGIES, INC. MW-6 <br /> E-Z Serve Location No 100966 <br /> JOB NO <br /> DATA. December 21,IM 2531 Waterloo Road <br /> Stockton, California 7-238 <br /> APPROVED BY Markus B Niebanck,R G <br />