LL <br />00 <br />Z <br />z0 <br /> <br />_ <br />MATERIAL DESCRIPTION <br />= Q <br />w w <br />COMMENTS <br />~ <br />W <br />a <br />< <br />W w <br />a n <br />0 <br />0 <br />] <br />W <br />N N <br />TP-1 <br />(OL) DAMP, BLACK, ORGANIC SILT WITH ROOT STRUCTURES <br />- <br />- - - - - - - - - - - - - - - - - - - - - <br />a„ <br />HARD, FRACTURED SANDSTONE BEDROCK, FRESH TO SLIGHTLY WEATHERED, 2" - 8" <br />ANGULAR BLOCKY <br />° <br />5 <br />60 <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) DA <br />MP, BROWN, SILTY SAND <br />17' <br />- <br />_ <br />- <br />DAMP TO MOIST, ORANGE - BROWN, SLIGHTLY WEATHERED SANDSTONE, 2"- 6' <br />20" <br />GRAB SAMPLE AT 24" BGS <br />WEAKLY CEMENTED FRAGMENTS (SLIGHTLY PLASTIC SANDSTONE) <br />MOISTURE CONTENT = 19.4 % <br />FREE SWELL = 30.0 % <br />5 <br />° <br />60 <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 />CAPITAL HILL PUD EUGENE, OREGON <br />~ anch <br />GINEERING.- CAPITAL DRIVE EUGENE, OREGON SEPTEMBER 30, 2016 <br />St= I", PROJECT NO. 14-020 <br />310 5th Street, Springfield OR 97477 1 p: 541.746.0637 1 www.branchengineering.com <br />