<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 />:2:2 <br />o <br />ow <br />Q~ <br />T P-5 <br />(OL) DAMP, BLACK, ORGANIC SILT WITH 2' - 4" PIECES OF WOOD DEBRIS AND SOME <br />4'- 6" PIECES OF BASALT <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 />T P-6 <br />(OL) DAMP, BLACK ORGANIC SILT <br />4'' <br />(SM) FIRM, DAMP, BROWN SILTYSAND 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 />DanchCAPITAL HILL PUD EUGENE, OREGON <br />ENGINEERING= CAPITAL DRIVE EUGENE, OREGON SEPTEMBER 30, 2016 <br />since 1977 PROJECT NO. 14020 <br />310 5th Street, Springfield OR 97477 1 p: 541.746.0637 1 www.branchengineering.com <br />