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t <br /> N <br /> QCI > <br /> Quality Control Inspection <br /> �r <br /> - LOG OF BORING - <br /> PROJECT: HENRY ROAD PARCELS ( EAST SIDE ) T . RAIAPOLDI BORING DATE: 4 - 79 _91 <br /> PROJECT NO: G 9 1 - 7 1 3 SURFACE ELEVATION: U N K -_ .J N LOGGED BY: H R /D J <br /> TYPE OF BORING: E X P L 0 R A T 0 R Y DEPTH GROUNDWATER LEVEL: NOT ENCOUNTERED <br /> BORING NO: E2 LOT 113 <br /> �3 <br /> a� ` a m a m a)m 6 ' >, LABORATORY <br /> z °'0 U_ o a Z (E D`E TYPICAL DESCRIPTIONS Q a o p` TESTS <br /> m go <br /> f' <br /> S L REDDISH BROWN SANDY GRAVELY CLAY <br /> 3 <br /> REDDISH BROWN SILTY MED . SA%D WITH <br /> CLAY do SPARSE 1 / 2 " - 1 " A G G?E G A T E <br /> (O <br /> REDDISH BROWN SILTY FINE SAND WITH <br /> SPARSE 1 / 2 " - 1 " AGGREGATE <br /> q LIGHT BROWN FINE SANDY SILT WITH <br /> CEMENTED SILTS <br /> 12. <br /> LIGHT BROWN MEDIUM SAND WITH <br /> CEMENTED SILTS <br /> 1s <br /> LIGHT BROWN FINE SANDY SILT WITH <br /> �' 7✓1 CEMENTED SILTS <br /> I REDDISH BROWN SILTY MEDIUM SAND <br /> 54 <br /> ZS <br /> BORING TERMINATED AT 25 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 /> a - np.nth of rafii.al — axreeds 1of) blows <br />