SPDSS_Task34-3_Phase 3_StreambedConductanceTesting

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Appendix B Streambed Sample Lithologic Descriptions Relative Sample Water Interval (ft. Hydraulic Depth at below Conductivity Core stream Test Sample Grain Size Site ID Sam le' bottom Sam le Litholo is Descri tion Interval Anal sis sand, medium, with fine and coarse sand and gravel with cobbles up to 3", poorly sorted, angular to sub SC-29 I 0.0-0.17 rounded, light brownish-gray, 10YR6/2, wet, no plasticity sand, coarse to medium, with gravel and trace fine sand with trace cobbles up to 1", poorly sorted, SC-29 I 0.17-83 angular to sub rounded, light brownish-gray, 10YR6/2, wet, no plasticity x sand, coarse to medium, with gravel and trace fine sand with trace cobbles up to 1", poorly sorted, SC-29 I 0.83-2.17 angular to sub rounded, light brownish-gray, 10YR6/2, wet, no plasticity x sand, coarse to medium, with gravel and fine sand with cobbles up to 2", poorly sorted, angular to sub SC-29 D 0.0-0.83 rounded, light brownish-gray, 10YR6/2, wet, no plasticity x sand, coarse to medium, with gravel and fine sand with cobbles up to 2", poorly sorted, angular to sub SC-29 D 0.83-2.42 rounded, light brownish-gray, 10YR6/2, wet, no plasticity x sand, fine to medium, with trace coarse sand, well sorted, angular to sub rounded, pale brown. 10YR6/3, SC-30 S 0.0-0.67 wet, no plasticity x sand, coarse to medium, with trace gravel and trace cobbles up to 2", with trace fine sand and very trace SC-30 S 0.67-2.37 cobbles up to 3", moderately sorted, angular to sub rounded, pale brown, 10YR6/3, wet, no plasticity x sand, fine, with trace medium sand, well sorted, sub angular to rounded, pale brown, 10YR6/3, wet, no SC-30 S 2.37-2.58 plasticity sand, coarse, and gravel and cobbles up to 1 1/2" with trace medium sand, poorly sorted, angular to sub SC-30 S 2.58-2.75 rounded, pale brown, 10YR6/3, wet, no plasticity sand, coarse to medium, with trace fine sand and gravel with cobbles up to 2", poorly sorted, angular to SC-30 12 0.0-0.42 sub rounded, bulk material is pale brown, 10YR6/3, also included is black organic material with strong sand, medium to fine, with trace coarse sand, well sorted, sub angular to rounded, pale brown, 10YR6/3, SC-30 12 0.42-1.33 top 0.25' black organic material with wood debris, x sand, coarse, with gravel and cobbles up to 3", with trace medium to fine sand, poorly sorted, angular to SC-30 12 1.33-2.42 sub rounded, pale brown, 10YR6/3, wet, no plasticity x sand, medium to coarse, with gravel and cobbles up to 1/2", with trace cobbles from 1-2", moderately SC-30 I 0.0-1.58 sorted, angular to sub rounded, pale brown, 10YR6/3, wet, no plasticity x sand, medium, with coarse sand and trace gravel with cobbles up to 1/2", with trace fine sand, SC-30 I 1.58-2.0 moderately sorted, angular to sub rounded, pale brown, 10YR6/3, wet, no plasticity x x sand, coarse, with gravel and cobbles up to 1 1/2", with trace medium to fine sand, moderately sorted. SC-30 I 2.0-2.17 angular to sub rounded, pale brown, 10YR6/3, wet, no plasticity sand, medium to coarse, with gravel and trace cobbles up to 3/4"and trace fine sand, poorly sorted, SC-30 D2 0.0-1.67 angular to sub rounded, pale brown, 10YR6/3, wet, no plasticity x sand, coarse, with gravel and medium to fine sand with cobbles up to 2 1/2", poorly sorted, angular to su SC-30 D2 1.67-2.33 rounded, pale brown, 10YRti/3, wet, no plasticity x sand, medium to coarse, with gravel and trace fine sand, moderately sorted, angular to sub rounded, pal SC-30 D 0.0-1.17 brown, 10YR6/3, wet, no plasticity x sand, coarse, and gravel with trace medium sand and cobbles from 1/2" to 3", poorly sorted, angular to SC-30 D 1.17-2.0 sub rounded, pale brown, 10YR6/3, wet, no plasticity x ' S -Shallow Depth. I -Intermediate Depth, D -Deepest SPDSS Phase 3 Task 34.3 TM -Final 6/9/2006 B-7