Laserfiche WebLink
• DEPTH (FEET) <br />TEST PIT ONE <br />0.0 - 1.8 <br />1.8 - 2.4 <br />2.4 - 6.0 <br />TEST PIT TWO <br />0.0 - 1.0 <br />1.0 - 2.8 <br />2.8 - 3.2 <br />3.2 - 8.0 <br />B.0 - 10.0 <br />LOG OF EXPLORATION <br />USC SOIL DESCRIPTION <br />TOPSOIL <br />SM GRAY•BROWN SILTY FINE TO MEDIUM SAND WITH FINE _. \VEL (MEDIUM DENSE, <br />MOISn <br />SM GR4Y SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL (MEDIUM DENSE TO <br />DENSE, MOISn <br />SAMPLE WAS COLLECTEO AT 4.5 FEET <br />GROUND WATER SEEPAGE WAS NOT ENCOUNTERED <br />TEST PIT CAVING WAS NOT ENCOUNTERED <br />TEST PIT WAS COMPLETED A 1' 6.0 FEET ON 3I79/03 <br />TOPSOIL <br />ML RUST-BROWN MOTTLED GRAY SILT WITH ROOTS (MEDIUM STIFF, MOIS'n <br />SM GRAY SILTY FINE TO MEOIUM SAND WITH FINE GRAVEL (MEDIUM DENSE, MOISn <br />SM RUST-BROWN MOTTLEO GRAY SILTY FINE TO MEDIUM SAND (MEDIUM DENSE. <br />MOISn <br />SM GRAY BEDDED SILTY FINE SAND (MEDIUM DENSE, MOISn <br />10.0-10.8 ML <br />TEST PIT THREE <br />0.0 - 1.4 <br />1.4-4.0 SM <br />4.0 - 5.5 SM <br />5.5 - 0.5 <br />8.5 - 9.2 <br />SM <br />SM <br />GRAY SILT (STIFF, MOISn <br />SAMPLES WERE COLLECTED AT 2.3, 3.0, 4.7, 9.2, AND 70.5 FEET <br />SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 2.8 FEET <br />TEST FIT CAVIId�; WAS NOT ENCOUNTERED <br />TEST PIT WAS rnMPLETED AT 10.8 FEET ON 3I19I03 <br />TOPSOIL <br />RUST•BROWN MOTTIED SILTY FINE SAND WITH OCCASIONAL GRAVEL POCKETS <br />(LOOSE TO MEDIUM DENSE. MOIST TO WE"ry <br />GR4Y-BROWN SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL (MEDIUM DENSE <br />TO DENSE, MOISn <br />BROWN BEDDED SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, WEn <br />GRAY BEDDED SILTY FINE TO ME�IUM SAND (MEDIUM DENSE, MOISn <br />SAMPLES WERE COLLECTED AT 2.6, 6.2, 7.5, AND 92 FEET <br />SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 2.8 FEET AND FROM <br />6.0 TO B.5 FEET <br />TEST PIT CAVING WAS NOT ENCOUNTERED <br />TEST PIT WAS COMPLETED AT 9.2 FEET ON 3I19103 <br />TRC NELSON GEOTECHNICAL ASSOC/ATES, INC. <br />FILE NO 366503 <br />FIGURE 4 <br />