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late 3 <br />TEST PIT LOGS <br />TEST PIT LOG TP-06 <br />Notes Dlceepth Description <br />lq <br />-- 0.0 - 18.0' SIIN Sand to Sandy Slit; Brown to gray brown, <br />Tesc pit was logged by an 2 fine- to medium -grained, with layers of deleterious materials <br />engineering geologist from GES, Inc. including wood, concrete, asphalt, bottles, metal, trace to little <br />as materials were being excavated. 4 gravel and cobbles, very loose, damp to moist (fill). <br />Material descriptions were g <br />developed in the field following the <br />Unified Soil Classification format. 8 <br />Test pit was backfilled upon 10 <br />completion of work. 12 <br />14 <br />16 <br />18 18.0 - 2'.0' SIIN Sand; Blue gray to gray brown, very fine- to <br />20 medium -grained, trace gravel, medium dense, moist to wet <br />22 (sm-sp). <br />sli ht see age at 20 ft. <br />Total Depth = 22.0 feet. <br />TEST PIT LOG TP-07 <br />Notes De th Description <br />lcu�ll <br />0.0 - 13.0' Sil Sand; Brown, fine- to medium -grained, with <br />Test pit was logged by an 2 layers of deleterious materials including asphalt, concrete, <br />engineering geologist from GES, Inc 4 bottles, wood, trace to little gravel, loose, damp (fill). <br />as materials were being excavated. <br />Material descriptions were 6 <br />developed in the field following the <br />Unified Soil Classification format. 8 <br />Test pit was backfilled upon 10 <br />completion of work. <br />12 <br />14 — ' 13.0 - 14.0' Organic Silt; Dark brown, rich, old topsoil horizon <br />t. <br />16 14.0 - 19.0' SIIN Sand to Clavev Silt; Blue gray to gray <br />18 brown, very fine- to medium -grained, trace gravel, loose, wet <br />sm-m . <br />Total Depth = 19.0 feet <br />PROJECT: Nassau St @ 35th St <br />NUMBER: 04-08-10 <br />DATE:8123104 <br />o l`1 <br />