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GROUND ZERO ANALYS <br /> PROJECT <br /> INTERVAL/SAMPLE DESCRIPTION WELL/BORiNc No. <br /> DATE/BY 1It2 �/e'( <br /> LOG INTERVAL <br /> SAMPLE INTERVAL I 0- � e6-\ u it? ' It•S tr,S'-12,5 12.5" <<J k� "-LO <br /> BLOWCOUNTS - - - - - - - - - I <br /> SAND ( Yj0 2� � 6 --76 I <br /> GR SIZE/RANGE FN Y els FN M cm FN M eAs /eq M GAS FN Y GAS rx Y CRS ra Y ees <br /> ANGULARITY A SA SR R A SA sA R A SA R A SA Qb R A SA 5 R A SA A�• R A SA SR R <br /> GRADING w r w r w r w w r w ® w r <br /> G RAVEL I <br /> GR SIZE/RANGE rx cRs FN GAS rN cu I ne ca FN ms rx CRS FN ca <br /> ANGULARITY A SA SR A A SA SA R A SA SR R A SA SA R A SA SR A A SA SR R ( A $A SA R <br /> GRADING w r w r w r ( w r w r w r w r <br /> COBBLES I <br /> X FINS �� Vo <br /> DRY STRENGTH I N L Y A VW I A L M N vx A L Y H VN N M A vN N t Y N rN M M H VH A L Y A VH <br /> DILATANCY A SLAP R A SLW R N SLw A N SLW R N SLW R N SLw R M SLW A <br /> TOUGHNESS L Y H L Y H L Y H I D Y H L M N (F1 M, N I L Y H <br /> PLASTICITY N- L Y N N L M N M L Y H A L M N N t Y H N O Y M IN L Y H <br /> CMPCTNSS/CNSSTNCY I <br /> COLOR V" <br /> ODOR I N SL Y STANG N SL Y TANG c!) <br /> SL Y STANG SL Y STANG (SL Y STRNG N SL Y STANG IN SL M TANG <br /> ORGANICS N v N) r N ® /N� 6 H ® 10 r I N r <br /> MOISTURE I DRY MST wrr -0 <br /> MST WET OAY MST WET MST WET DRY MST WET DRY UST WET I DRY MST WET <br /> HCL REACTION I N WEAK STANG N WEAK STANG N WEAK TANG lA./ WEAK STANG N wux STANG N WEAK STANG IN WEAK STING <br /> CEMENTATION WEAK M STANG WEAK M STANG WEAK M STANG W-AK M STANG WEAK M STANG wux Y STANG IW--Ax M SfRNG <br /> STRUCTURE 1 <br /> fN Gta✓N,,c, pr� P,c.. <br /> r/ O d <br /> vA� <br /> COMMENTS eta +p Io 1a5� L <br /> Dea <br /> <V Q <br /> (A�Pmw n•5' <br /> -_V.., <br /> SAMPLE 1D <br /> NAME d fG c,o <br /> h <br /> SYMBOL 5 Vi C11— t,\rj <br /> sempfrm.dwg <br />