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E <br /> M <br /> QCI t c Quality �ontrol jllspection <br /> t <br /> ,o� <br /> G <br /> LOG OF BORING - <br /> PROJECT: HEVRY ROAD PARCELS ( EAST SIDE ) T . RAM=OLDI BORING DATE: 4 - 79 _ 91 <br /> PROJECT NO: G 9 1 - 7 1 3 SURFACE ELEVATION: U N K 0 LOGGED BY: H R /D J <br /> TYPE OF BORING. E x P L o R A T o R Y DEPTH GROUNDWATER LEVE_: N 0 T E N C O U N T E R E D <br /> BORING NO: E2 LOT 113 <br /> L 2 O L ON D LL > <br /> a)CL 3 E E m E E TYPICAL DESCRIPTIONS –' LABORATORY <br /> 0.0 M - o C) TESTS <br /> m nZ N `n pa o <br /> �o, <br /> REDDISH BROWN SANDY GRAVELY =LAY <br /> ` 3 <br /> I REDDISH BROWN SILTY MED . S A\D WITH <br /> S M CLAY & SPARSE 1 / 2 " - 1 " AGGR_7GATE <br /> REDDISH BROWN SILTY FINE SAND WITH <br /> 51� SPARSE 1 / 2 " - 1 " AGGREGATE <br /> q LIGHT BROWN FINE SANDY SILT + ITH <br /> I I• CEMENTED SILTS <br /> I . <br /> 12 <br /> LIGHT BROWN MEDIUM SAND WITH <br /> W CEMENTED SILTS <br /> js <br /> LIGHT BROWN FINE SANDY SILT WITH <br /> M CEMENTED SILTS <br /> .18 <br /> REDDISH BROWN SILTY MEDIUM 5 =\D <br /> .L.7 <br /> BORING TERMINATED AT ? 5 FEET <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 />