C7 <br />0 <br />Z <br />?O <br />p a <br />z~ <br />= <br />i <br />MATERIAL DESCRIPTION <br />= Q <br />w w <br />COMMENTS <br />a <br />ww <br />QQ <br />o <br />ow <br />TP-3 <br />(OL) DAMP, BLACK ORGANIC SILT <br />- <br />- - - - - - - - - - - - - - - - - - - - - <br />14" <br />(SM) DAMP, BLACK, SILTY SAND <br />GRAB SAMPLE AT 24" BGS <br />MOISTURE CONTENT= 26.1 <br />% <br />_ <br />(SM) STIFF_, DAMP, ORANGE-BROWN DECOMPOSED SANDSTONE BEDROCK (SLIGHTLY <br />4o <br />FREE SWELL = 50.0 % <br />PLASTIC SILTY SAND) <br />" <br />5 <br />6 <br />TOTAL DEPTH OF EXCAVATION = 60" BGS <br />NOTES: NO GROUNDWATER ENCOUNTERED <br />MOISTURE INCREASE AT 48" BGS <br />SURFICIAL FILL (LOGS, CONCRETE, ASPHALT) NOTED DOWN-GRADIENT OF T-3 <br />10 <br />15 <br />TP-4 <br />(OL) DAMP, BLACK ORGANIC SILT <br />6' <br />ISM) FIRM, DAMP, ORANGE-BROWN SLIGHTLY WEATHERED SANDSTONE (SLIGHTLY <br />s <br />PLASTIC SILTY SAND) <br /> <br />GRAB SAMPLE AT 24"BGS <br />FRACTURED SANDSTONE BEDROCK, 2" - 12" ANGULAR, BLOCKY, HARD PARTICLES <br />36' <br />MOISTURE CONTENT = 18.6 % <br />TOTAL DEPTH OF EXCAVATION = REFUSAL AT 36' BGS (HARD EXCAVATING) <br />FREE SWELL = 40.0 % <br />NOTES: NO GROUNDWATER ENCOUNTERED <br />5 <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 />EUGENE, OREGON <br />anch CAPITAL HILL PUD <br />_ <br />MEERIN& CAPITAL DRIVE EUGENE, OREGON SEPTEMBER 30, 2016 <br />s+,_ivn PROJECT NO. 14-020 <br />310 5th Street, Springfield OR 97477 1 p: 541.746.0637 1 www.branchengineering.com <br />