Laserfiche WebLink
Project No. : 8820101A <br /> ' Date: 8-29-88 <br /> WELL DESIGN s <br /> DEPTH W c W PEKE <br /> IN z M c� = RES I S DESCRIPTION &3 SANEqr <br /> q <br /> FEET cdn = / FT 4"ID-0 02 SLOT <br /> R <br /> f <br /> 28 28 Feet Below Existing Ground Surface <br /> Grey/green silty sand (SM), moderately dense, _ <br /> 29 E damp <br /> ' 30 � � ► � � <br /> 31 1 -30 19 Head3p8ce=105ppm <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 Head3pace-87ppm _ <br /> 37 - <br />' 38 <br /> 39 - <br /> 40 - 40 <br /> 41 — <br /> 1 -40 24 Heedspece=71 4ppm ' <br /> — <br />' 42 Some as above except strong HC odor <br /> 43 <br />' 44 <br /> 45 45 - <br />' 46 1 -45 18 Head3pace=342ppm <br /> 47 Some as above except moderate HC odor <br /> 48 <br /> 49 Brown clayey silt (ML), dense, damp - moderate <br /> HC odor <br />' 50 5D - <br /> 51 1 -50 26 Heads pace=245 rn <br />' 52 Brown silt (ML), with trace fine sand and clay, _ <br /> 53 mode ratel y de nse, da m p - mode rate HC odo r <br />' S4 <br /> 55 Same as above except slight HC odor 55 _ <br /> 1 -55 26 Headspace=34ppm r <br /> Figure 1 B - Test Boring Log No. S- 1 <br /> - Monitoring well No. Mw- 1 Woodward-Clyde Consultan <br />