DWR_3391237 - Laserfiche WebLink

BORING I E115, 333.90 ELEVATION 9963.1 q HIM. 1111.31 GRADES WITH LAYERS (2" - 4") GM BROWN SILTY FINE TO COARSE SAND OF SILTY FINE SAND WITH SM- I GRAVEL (FILL -CREST ROAD BASE) 40 Sc SC - DENSE ML WITH SOME CLAY h TRACE COARSE W BROWN SILTY FINE TO BANG WITH SAND FILL -CAM CORE) - MEDIUM o SOME CLAY (FILL -DAM COR CORE) LO BROWN CLAYEY SILT WITH SOME FINE MEDIUM DENSE SM- ML TO MEDIUM SAND - VERY STIFF _ZGRAOING WITH (AVERS O:"-6") WITH SOME CLAY GRADES TO LIGHT TAN FINE A ZONES OFCLAYEY SILT WITH SM SANDY SILT - LOOSE TO SOME FINE TO COARSE SAND, AND GRAVEL - MEDIUM DENSE TO DENSE MEDIUM DENSE CLAYEY FINE TO COARSE SAND GRADES WITH OCCASIONAL FINE BROWN SILTY FINE TO COARSE SAND OCCASIONAL GRADING WITH SOME FINE SAND 1T3Y.•73■ IS TO COARSE GRAVEL 8 COBBLES GRAVEL A COBBLES GRADE OUT 040 psm� BROWN £INE SANDY SILT WITH SOME CLAY sc TRACE MEDIUM TO COARSE SANG (FILL -DAM CORE) -MEDIUM 9b.-9]■ 30 DENSEBROWN SILTY FINE TO COARSE SAND WITH SOMECLAY FILL -DAM CORE) -MEDIUM DENSE 35 q HIM. 1111.31 GRADES WITH LAYERS (2" - 4") BROWN SILTY FINE TO COARSE SAND ELEVATION OF SILTY FINE SAND WITH WITH SOME CLAY(TRACE OLD ROOTS TRACE CLAY 40 Sc BROWN FINE TO MEDIUM SANDY SILT i ML WITH SOME CLAY h TRACE COARSE W ■ 21 SAND FILL -CAM CORE) - MEDIUM o DENSE TO DENSE W,2% -114M 76 111111111 1 GRADES DENSE OCCASIONAL GRADING WITH LAYERS OF SILTY FINE TO MEDIUM SAND WITH SOME CLAY, AND CLAYEY FINE TO MEDIUM SAND WITH SOME SILT '"%'1061729 q HIM. 1111.31 SM' BROWN SILTY FINE TO COARSE SAND ELEVATION 1161.1 WITH SOME CLAY(TRACE OLD ROOTS BROWN FINE TO MEDIUM SAN D -SILT Sc - NATURAL GROUND SURFACE) - - MEDIUM DENSE MEDIUM DENSE ■ 21 GRADES WITH TRACE COARSE SAND 6 OCCASIONAL FINE GRAVEL BROWN CLAYEY SILT WITH SOME FINE ■ 29 SM- ML TO MEDIUM SAND - VERY STIFF SC' WITH SOME CLAY GRADES TO LIGHT TAN FINE 9M -76E 20 SM SANDY SILT - LOOSE TO GRAVEL - MEDIUM DENSE TO DENSE MEDIUM DENSE SM_ BROWN SILTY FINE TO COARSE SAND OCCASIONAL GRADING WITH SOME FINE SAND 1T3Y.•73■ IS ■ AD BROWN FINE SAND- SILT MIXTURE WITH TRACE CLAY - MEDIUM DENSE BROWN SILTY FINE TO MEDIUM SAND WITH SOME CLAY I TRACE COARSE SAND - DENSE GRADES WITH SOME FINE TO COARSE GRAVEL - VERY DENSE 80 GRADES YELLOWISH -BROWN (SOME LIMONITE STAINING), AND FINE GRAVELLY B6 6 BONING COMPLETED 5 -30 -ATO U, O' 65GROUND WATER NOT ENCOUNTERED IN T IN 16 92%-XI3� 36 H u IB a IGO c 20 3S fi BORING q HIM. 1111.31 L Elm, lu. is ELEVATION 1161.1 SM- BROWN FINE TO MEDIUM SAN D -SILT ML MIXTURE (HAA 3DR ROOTS TO 3" - N^ ) - MEDIUM DENSE GRADES WITH TRACE COARSE SAND 6 OCCASIONAL FINE GRAVEL GRADES WITH TRACE CLAY Ufa SM- BROWN SILTY FINE TO MEDIUM SAND SC' WITH SOME CLAY BROWN SILTY FINE TO MEDIUM SAND SM WITH TRACE COARSE SAND I FINE GRAVEL - MEDIUM DENSE TO DENSE SM_ BROWN SILTY FINE TO COARSE SAND SC WITH SOME CLAY R TRACE COARSE SAND h FINE GRAVEL YELLOWISH -BROWN 6 BROWN (LIMONITE STAINING) SILTY FINE TO COARSE SAND 8 FINE GRAVEL WITH OCCASIONAL COARSE GRAVEL B TRACE CLAY ONWRATED-RESIOUAL SOIL) - VERY DENSE DARK GRAY I THINLY LAYERED LIGHT GRAY HIGHLY WEATHERED LIMESTONE - MODERATELY SOFT GRADES MODERATELY SOFT TO 'MOOERATELY HARD BORINGCOMPLETEO 5 - 30- 35 TO 30.25' GROUND WATER ENCOUNTERED AT 21.0' KEY A - DEC A FIELD MOISTURE EXPRESSED AS A PERCENTAGE OF THE MY WEIGHT OF SOIL B DIRY DENSITY EXPRESSED IN LBS. PER CUBIC FOOT C BLOWS PER FOOT OF PENETRATION USING A 110 LB. HAMMER DROPPING 30 INCHES IN DEPTH AT WHICH UNDISTURBED SAMPLE WAS EXTRACTED ® DEPTH AT WHICH DISTURBED SAMPLE WAS EXTRACTED O SAMPLING ATTEMPT WITH NO RECOVERY DEGREES OF ROCK WEATHERING E -EXTREMELY WEATHERED H -HIGHLY WEATHERED M - MODERATELY WEATHERED S - SLIGHTLY WEATHERED F -FRESH ROCK LOG OF BORINGS 7swM�i B MOOna PLATE A—lA