O11 sample test pit log

é & SAMPLES NAME (USCS,USDA): color, moist, % by wt., plast. density, ELEVATION REMARKS ae 1D Type structure, cementation, react. w/HCL geo. inter. Depth ow (feet) Lb 1d EXTREMELY GRAVELLY SANDY LOAM: Parking Lot Fill, a a3 7, black (2.5Y 2.5/1), moist, Friable, subangular bloc! : SILT LOAM: yellowish brown (10YR 3/6) to gray r (10YR 4/1), wet @ 3.0 fbgs, friable, coarse subangular blocky. Locally gravelly. ee Single ring infiltrometer test performed at 1.0 L Fogs. k= .09 in/hr [- 627 7 Vi pee Groundwater encountered at 3.0 figs. L ESHWT 3.0 Fogs 40 L 625 CLAY LOAM: Weak red (2.5YR 4/2), moist, friable, subangular blocky. Common, medium, prominent gray 7 (Gley 1 5/N) iron depletions thi wut. Boulder (~3.5° diameter) 4 (Gley 1 5/N) iron depletions througho os cos ee SQV T 8 QQ OWN Y) t- 622 Y I Y Y Sample Test Pit Log L eo Y iy 98 | Test pit terminated at 9.8 fogs due to bucket refusal on bedrock. Groundwater encountered at 3.0 fbgs. ESHWT at 3.0 fbas.