p <br />?O <br />o <br />_ <br />MATERIAL DESCRIPTION <br />= Q <br />J w <br />COMMENTS <br />uj <br />o <br />Q <br />> <br />IL w <br />a a <br />Q Q <br />U <br />D W <br />TP-5 <br />(OL) DAMP, BLACK, ORGANIC SILT WITH 2" - 4" PIECES OF WOOD DEBRIS AND SOME <br />4" - 6" PIECES OF BASALT <br />- <br />- - - - - - - - - - - - - - - - - - - - - <br />30.. <br />(SM) STIFF, MOIST, ORANGE-BROWN SILTY SAND (SLIGHTLY PLASTIC DECOMPOSED <br />SANDSTONE) <br />5 <br />' <br />72 <br />TOTAL DEPTH OF EXCAVATION = 72" BGS <br />NOTES: NO GROUNDWATER ENCOUNTERED <br />10 <br />15 <br />TP-6 <br />(OL) DAMP, BLACK ORGANIC SILT <br />4" <br />ISM) FIRM, DAMP, BROWN SILTY SAND WITH SOME 1"DIAMETER ROOTS <br />(SM) STIFF, MOIST, ORANGE-BROWN SILTY SAND (SLIGHTLY PLASTIC DECOMPOSED <br />24 <br />GRAB SAMPLE AT 24" BGS <br />SANDSTONE) <br />" <br />MOISTURE CONTENT = 12.4 % <br />42 <br />= <br />FREE SWELL 35.0 % <br />TOTAL DEPTH OF EXCAVATION = 42" BGS <br />5 <br />NOTES: NO GROUNDWATER ENCOUNTERED <br />10 <br />15 <br />CLIENT: SCHIRMER SATRE GROUP LOGGED BY: MAD CHECKED BY: RJD <br />CONTRACTOR: DATE OF EXCAVATION: 9-30-2016 <br />EXCAVATION METHOD: JOHN DEERE 60G W/ 32" BUCKET <br />NOTES: <br />EXPLORATORY TEST PITS <br />r CAPITAL HILL PUD EUGENE, OREGON <br />anch <br />GINEEAING.- CAPITAL DRIVE EUGENE, OREGON SEPTEMBER 30, 2016 <br />PROJECT NO. 14-020 <br />310 5th Street, Springfield OR 97477 1 p: 541.746.0637 1 www.branchengineering.com <br />