Laserfiche WebLink
10-IydroGeo Consultants <br /> BoringMeh Number: MW-12 Page: 2 of 2 <br /> Project: TOC#172 GHC 1453 Owner Thrifty bit Company <br /> C] <br /> _ U 0. N <br /> Well Construction € r Q-Z -a a Soil Description o E <br /> F— EE m a <br /> 70.5"Diameter <br /> eorahole <br /> 10:14 40 <br /> 13 Silt-ML-dark yellowish brown:(10YR,414)trace fine <br /> 1s grain sand,slightly moist,nonplastic,very stiff,driller 936 <br /> 19 encounters water <br /> Pardand <br /> 10:30 45 <br /> 10 Silty Sand-SM-dark brown.(10YR,3/3)15-30%slit, 99991 <br /> 19 remainder very fine sand,nonplastic,moist,dense ©Yee <br /> IR <br /> 21 <br /> 10:36 50 <br /> 7 Silty Sand-SM-dark grayish brown:(10YR,412),10-15%u 2,436 <br /> 4"Casing 9 silt,remainder very fine grain sand,nonplastic,wet,. <br /> 18 moderate density <br /> 10:58 55 <br /> 9 Sandy Silt-ML-Brown:(10YR,513),30-40%fine sand, <br /> is remainder silt,nonplastic,slightly moist,very hard 512 <br /> 50 (striated) <br /> 11:04 60 <br /> 12 Sand-SP-brown:(1 oYR,513),oxidized streaking,(trace) 512 <br /> Bentonite valleu 18 pyrite—3%noticeable concentration,remainder fine grain <br /> 21 sand,wet,dense <br /> 11:16 65 <br /> #2112 Sand 19 Sand-SP- yelowish brown:(10YR,516),trace semi- 181 <br /> 27 rounded course grain sand,remainder medium to fine grain <br /> 30 sand,wet,very dense <br /> 11:40 70 <br /> 10 Sand-SP- dark greyish brown:(10YR,4/2),trace silt, 99991 <br /> 11 greatly reduced proportion of medium grain sand,wet. OVER <br /> 'Dia.Sch.40 PV 17moderate density,added five gallons of water <br /> 0.01 Slot Screen <br /> 11:48 73 <br /> 9 Sand-SP- dark yellowish brown:(10YR,314),trace 44.6 <br /> 14 course grain sand,with a low proportion/concentatlon of <br /> is medium grain sand,largely very fine to fine grain sand,wet, <br /> dense <br />