O <br />0 <br />_ Z <br />? O <br />w <br />°z <br />_ <br />MATERIAL DESCRIPTION <br />= Q <br />w w <br />COMMENTS <br />w <br />ww <br />Q <br />o <br />ow <br />~ <br />TP-1 <br />(OL) DAMP, BLACK, ORGANIC SILT WITH ROOT STRUCTURES <br />- <br />- - - - - - - - - - - - - - - - - - - - - <br />14'' <br />HARD, FRACTURED SANDSTONE BEDROCK, FRESH TO SLIGHTLY WEATHERED, 211- 8" <br />ANGULAR BLOCKY <br />" <br />5 <br />w <br />TOTAL DEPTH OF EXCAVATION = 60"BGS <br />NOTES: NO GROUNDWATER ENCOUNTERED <br />10- <br />15 <br />T P-2 <br />(OL) DAMP, BLACK ORGANIC SILT <br />- <br />- - - - - - - - - - - - - - - - - - - - - <br />(SM) DAMP, BROWN, SILTY SAND <br />12~~ <br />DAMP TO MOIST, ORANGE - BROWN, SLIGHTLY WEATHERED SANDSTONE, 2" - 6' <br />GRAB SAMPLE AT 24" BGS <br />WEAKLY CEMENTED FRAGMENTS (SLIGHTLY PLASTIC SANDSTONE) <br />MOISTURE CONTENT= 19.4 <br />FREE SWELL = 30.0 % <br />" <br />5 <br />w <br />TOTAL DEPTH OF EXCAVATION = 60" BGS <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 />D'anch CAPITAL HILL PUD EUGENE, OREGON <br />ENGINEERING= CAPITAL DRIVE EUGENE, OREGON SEPTEMBER 30, 2016 <br />si-1977 PROJECT NO. 14-020 <br />310 5th Street, Springfield OR 97477 1 p: 541.746.0637 1 www.branchengineering.com <br />