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Project No. : 8820101A <br /> Date: 8-29-88 <br /> WELL DESIGN <br /> DEPTH I w � PEKE <br /> IN = s o= RESIS DESCRIPTION 03 SAN[ <br /> FEET vii -i co / FT 4"ID-0 02 SLO1 <br />' 28 28 Feet Below Existing Ground Surface <br /> 29 i i i i i Grey/green silty send (SM), moderately dense, <br /> 111c1 damp <br /> 30 11111 <br /> 31 1 -30 19 Headspace=i 05ppm _ <br /> 32 <br /> 33 Green/brown sandy silt (ML), moderately dense, _ <br /> damp - slight HC odor <br /> 34 - <br /> - 35 - 35 - <br /> 36 1 -35 22 Headspace=87ppm _ <br /> 37 - <br /> 38 - <br /> 39 - <br /> - <br /> 7 38 39 - <br /> 40 1 -40 24 Headspace=714ppm 40 <br /> 41 - <br /> 42 Same as above except strong HC odor _ <br /> _ 43 - <br /> 44 - <br /> _ 45 - <br /> 3 44 45 45 - <br /> 46 1 -45 18 Head3pace=342ppm - <br /> 47 Same as above except moderate HC odor <br /> - 48 - <br /> - 49 - Brown clayey 311t (ML), dense,damp - moderate _ <br /> HC odor <br /> 50 50 -- <br /> 51 1 -50 26 Heads ece=245 m <br /> 52 Brown silt (ML), with trace fine sand and clay, <br /> 53 moderately dense, damp - moderate HC odor _ <br /> - 54 - <br /> 55 Some as above except slight HC odor 55 _ <br /> 1 -55 26 1 Headspece=34ppm <br /> Figure 1B. -- Test Boring Log No. B- 1 <br /> - Monitoring Well No. MW- 1 Woodward-Clyde Consultan <br />