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N <br /> Q�I uality (9 <br /> ontzrol I1spection <br /> Al <br /> - LOG OF BORING - <br /> PROJECT: Soil Suitabil'it Study M5-92-13 BORING DATE: 4/9/92 <br /> PROJECT NO: E-92-6 5 8 SURFACE ELEVATION: A p p r o x 2 B ' LOGGED BY: Dc <br /> TYPE OF BORING: E x p l o r a t o r y DEPTH GROUNDWATER LEVEL: 11 ft <br /> BORING NO: 01 <br /> m H" n4--0CU ? LL ' T LABORATORY <br /> U_ o-2 co = E, J n TYPICAL DESCRIPTIONS a3 U o p` TESTS <br /> m NZ u'7 [fi ❑� 20 <br /> 0 OL I Surface : Dark brown , highly organic , <br /> clayey silt , dry . <br /> 3 ML Light tan , silty sand with interbedded <br /> clays , dry . <br /> 5 ML Dark brown sand with some clay and <br /> organics . <br /> { <br /> 10 <br /> SW Yellowish brown , well-graded sand w/ <br /> very little clay , moist . <br /> - Groundwater encountered at 11 ft . <br /> 7.1- SW Dark yellowish brown , well -graded sand , <br /> saturated . <br /> 20 SW Dark yellowish brown , well-graded sand , <br /> saturated . <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 /> Jt» A - Depth of refusal — exceeds 100 blows <br />