ARCHIVED REPORTS_2019 SOIL MGMT PLAN (JULY-REVISED)

Home Browse Search

107 102 103 103 75 90 109 BROWN SILTY VERY FINE SAND--LOOSE, MOIST SLIGHTLY CEMENTED GRAY-BROWN VERY FINE SANDY SILT--VERY DENSE,MOISTWITH RUST SPOTSLIGHT BROWNGRADING FINE SANDY LIGHT BROWN AND GRAY FINE TO MEDIUM SAND--DENSE,MOIST GROUNDWATER LEVEL AFTER DRILLING 11/17/16 LIGHT GRAY-BROWN CLAYEY FINE SANDY SILT--VERYSTIFF, SATURATED GROUNDWATER FOUND DURING DRILLING 11/17/16 GRAY-BROWN FINE TO COARSE SAND--DENSE,SATURATEDGRADING WITH LESS FINE SAND DARK GRAY SILTY CLAY--STIFF, SATURATEDLIGHT BLUE-GRAY BROWN FINE SAND--MEDIUM DENSE, SATURATED DARK GRAY SILTY CLAY--VERY STIFF, SATURATED BROWN FINE SANDY CLAYEY SILT--VERY STIFF,SATURATED BLUE-GRAY SLIGHTLY FINE SANDY VERY SILTY CLAYWITH ORANGE-BROWN STREAKS--VERY STIFF,SATURATEDGRADING LESS FINE SANDY DARK GRAY SILTY M. TO C. SAND-- MED. DENSE GRADING MORE SILTY AND WITH FINE SAND DARK GRAY SLIGHTLY SILTY CLAY--VERY STIFF,SATURATED DARK GRAY FINE TO MEDIUM SAND--DENSE, SATURATEDGRADING WITH SOME COARSE SAND VERY DENSE SM ML SP ML SP CL SPCLML CL SM CLSP 3.0 5.2 1.1 2.9 63/10" 90/10" 43 24 69 13 26 28 16 43 66 13.5 22.4 3.5 23.3 43.1 31.1 17.2 DRILLED: 11/17/16 BORING 1 DEPTH IN FEETUNCONFINED STRENGTH - TSFDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 2PROJECT NUMBER: 146-618 DRAWN BY: WCB Geotechnical Inc RaneyLOG OF BORING PLATE 2 0 10 20 30 40 50 NOTES: 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS ONLY AT THE BORING LOCATION AND TIME DESIGNATED. 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON PLATE 17. 3. UNDISTURBED SAMPLE OBTAINED WITH 2" I.D. MODIFIED CALIFORNIA SAMPLER. 4. SAMPLER PENETRATION RESISTANCE IN BLOWS PER FOOT OR FRACTION THEREOF; 140-POUND HAMMER, 30" DROP.