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N <br /> �N ' <br /> QCTuality Control 1lspection <br /> o� <br /> 1 fEGt� <br /> LOG OF BORING - <br /> PROJECT: George h Betty van Weerdhuizen BORING DATE: April 6 , 1992 <br /> PROJECT NO: G-92-752_ SURFACE ELEVATION: A p pr o x 1 5 o LOGGED BY: DC <br /> TYPE OF BORING:E x p l o r a t o r y DEPTH GROUNDWATER LEVEL: Approx . 85 ft <br /> BORING NO: of <br /> C — a nc m n `G- 2 T LABORATORY <br /> CL LL o m E w E aE, TYPICAL DESCRIPTIONS D m" o p TESTS <br /> p m— U)Z c7( (n Q= 2o <br /> 0 SM Dark brown , organic silty clay , dry <br /> t <br /> 5SM Dark reddish brown silty sands w/ small <br /> amount of interbedded clays , organics , <br /> slightly moist . <br /> 1 SC Dark brown , rounded sands w/ some silts , <br /> little moisture . <br /> i <br /> i <br /> 15 SC Reddish brown clayey subangular sands <br /> w/ little silt , slight moisture . <br /> 60 <br /> I <br /> 20 CL Reddish brown , inorganic clay of medium <br /> to high plasticity , some gravel , little <br /> i <br /> moisture . <br /> 25 CL Reddish brown , inorganic clays , little i <br /> gravel , slight moisture . <br /> i <br /> NOTES: 1. ■ - Depth of relatively undisturbed sample 2. Above boring depths are <br /> ® - Depth of undisturbed sample referenced to existing ground <br /> ❑ - Depth of sample attempt with no recovery surface at time of drilling. <br /> K - Depth of refusal — exceeds 100 blows <br />