Laserfiche WebLink
M <br />11 <br />P <br />H <br />h <br />I <br />11 <br />H <br />H <br />h <br />I <br />I I <br />U <br />L, <br />H <br />P <br />I <br />H <br />k <br />DATE <br />Geo -Logic Associates <br />PID <br />BORING NO.: MW— 10 <br />N^ <br />Boring Log <br />PAGE. I OF 2 <br />JOB NO.: <br />2011-115 DATE •. 71 <br />10/10/11 <br />GW 183TH: 66.7 feet <br />SITE LOCATION: <br />CORR& HOLLOW LANDFILL DATE FINISHED. <br />16111111 <br />TOTAL DEPTH: 76.5 feet <br />DRILLING METHOD- <br />W 0 HOLLOW STEM AM ELEVATION: <br />-286.3 <br />CONTRACTOR: <br />GROG DRUJNG NORTHING- <br />ND <br />ALLUVIUM: <br />Brown (10YR 5/3), plastic, fine to coarse, <br />well -graded CLAYEY SAND with fine GRAVEL <br />— — — — — — — — — — — -- <br />Yellowish brown (10YR 5/4), fine to coarse, <br />well -graded, very dense SANDY GRAVEL, <br />GRAVEL is fine to medium, subrounded. <br />...(32.5') fine GRAVEL. <br />Yellowish brown 1018 /6), fine to coarse, <br />well -graded, dense GRAVELLY SAND/SANDY <br />GRAVEL with trace of SILT; GRAVEL is fine, <br />subrounded. <br />..(45') very dense. <br />_ __ <br />-.0= <br />Yellowish brown (10YR 5/6), fine to coarse, <br />moderately graded, very dense GRAVELLY SAND <br />with interbedded very fine, slightly plastic, very <br />hard SANDY SILT. <br />LOGGED BY. <br />W. LOPEZ. CEG EASTING: <br />ND <br />DATE <br />TIME <br />PID <br />N^ <br />Z <br />z <br />po <br />-ITS <br />0 <br />R <br />DESCRIPTION <br />COMMENTS <br />10/10 <br />10:36 <br />10:53— <br />11:00 <br />11:09 <br />11:15 <br />11:24 <br />11:31NSR <br />13:00 <br />13:10 <br />13:15 <br />13:46 <br />14:03 <br />NSR <br />NSR <br />NSR <br />NSR <br />NSR <br />0 <br />0 <br />0 <br />0 <br />50/3* <br />50/2" <br />83 <br />50/2- <br />50/3" <br />50/5" <br />100 <br />68 <br />99 <br />90 <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />0-- <br />1 <br />20-1 <br />30-1 <br />40- <br />>= <br />SC <br />GW <br />SW <br />GM <br />SW/ <br />ML <br />ALLUVIUM: <br />Brown (10YR 5/3), plastic, fine to coarse, <br />well -graded CLAYEY SAND with fine GRAVEL <br />— — — — — — — — — — — -- <br />Yellowish brown (10YR 5/4), fine to coarse, <br />well -graded, very dense SANDY GRAVEL, <br />GRAVEL is fine to medium, subrounded. <br />...(32.5') fine GRAVEL. <br />Yellowish brown 1018 /6), fine to coarse, <br />well -graded, dense GRAVELLY SAND/SANDY <br />GRAVEL with trace of SILT; GRAVEL is fine, <br />subrounded. <br />..(45') very dense. <br />_ __ <br />-.0= <br />Yellowish brown (10YR 5/6), fine to coarse, <br />moderately graded, very dense GRAVELLY SAND <br />with interbedded very fine, slightly plastic, very <br />hard SANDY SILT. <br />Moist. <br />— — — — — — — - <br />Dry to slightly moist. <br />Slightly moist. <br />Moist <br />Moist to very moist. <br />. . . . . . <br />is <br />I CONTINUED ON NEXT PAGE <br />ine (iota presentea on tnis iog IS a SIMPIlTication OT actuai conaitions encounterea ano appues oniy at ine iocaTion or mis Doring <br />and at the time of drilling. Subsurface conditions may differ at other locations and may change with the passage of time. I <br />