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SOIL BORING LOG AND Project No D-101 <br /> WELL CONSTRUCTION DIAGRAM M W " 4 Sheet 1 of 2 <br /> FIELD LOCATION OF BORING A CLIENT/LOCATION PLANNED USE BORING DEPTH BORING/WELL NO <br /> Conrad /Stockton Monitonng 40 Feet MW-4 <br /> N DRILLING CONTRACTOR DRILL RUG TYPE WELL DEPTH BORING DIAMETER. <br /> MW-4 <br /> Mitchell Drilling CME 75 40 Feet 8 Inches <br /> DRILL RIG OPERATOR WELL MATERIAL. FMTER PACK SCREEN sLOT Sig <br /> m g I Bart Jur ens 2" SCH 40 PVC #3 Sand 0 010 <br /> WELL SEAL <br /> ACACIA Neat cement over h drated bentonite pellets <br /> x <br /> z SAMPLING ESTIMATED SAMPLING METHOD Continuous Core <br /> z PERCENT (� <br /> C 4 n MON]TORING INSTRUMENT PID <br /> a L], P[RSr ENCOUNTERED WATER DEPTH 30 Feet <br /> a xxE � <br /> srAT1c WATER DEPTH DATE 28 95 Feet-9/15/94 <br /> ' e <br /> s 65 so 6" To soil <br /> � rrr,lf/J <br /> rrJr,rrr <br /> 1 — _ rrlrrlrl <br /> ell elle <br /> rrr,rrrr <br /> lfr!llrl <br /> rrr/r/rr <br /> •rJ,rrrr <br /> IW flfllflf <br /> 2 <br /> iiiiiiii <br /> o iii"I,/ <br /> rrlrrfrf// SILT (ML), tan, dry <br /> 1 <br /> rlrlrrlr <br /> 3 rlrrrrrr <br /> a rrrrffrr <br /> rrrrrrlr <br /> rr/rrru <br /> rrrlrrrr <br /> rlrfrr/f <br /> O 4 rrrrrrlr <br /> 1 rrrlrrrr <br /> rrrrrrlr <br /> CJ rrrrrrlr <br /> 5 llrrlllr <br /> rlrrrrrr <br /> rrrrrrrJ <br /> rfflrllr <br /> rrfrllll <br /> lrrr/rlr <br /> 6 /Nrrrrr <br /> rrrrrlrf <br /> lrrrfrle <br /> p rrrr/rr• <br /> le <br /> /rrrrrlr <br /> rffrfrfr <br /> frrrJlJr SILT (ML), light brown with yellowish orange <br /> r/llfrll <br /> rrrrrrlr <br /> •r/rrrr/ mottling, trace Sari <br /> fffJJJff <br /> lrlllf/f <br /> s ffffrfff <br /> IfJJ/ill <br /> •lrr/rl• <br /> rJrrJJJJ <br /> I ' ' fllrrrrr <br /> 9 /Jr/JrJr <br /> i , milli/l <br /> rllrrrlr I <br /> P4 rlfYrli <br /> 10 f <br /> iZ� JIJlrJ rl <br /> x 10 rlrrrrrr <br /> f/Jrlrll <br /> lllrrrrr <br /> r rlrJlrrr ' r <br /> lrrrrll, <br /> ■/lrlfll <br /> mlell <br /> G 11 iiiiiiii <br /> rrrrlrrr <br /> rrrrrrrr <br /> 5 95 rrlfJflJ <br /> X12 iiiiiiii <br /> ;;;;;;;; SILT (ML), light brown, clayey, trace sand <br /> •rrrrrrr ' <br /> 19 rlrrrrrr , r I <br /> rfrrfrfr <br /> •/lrrr/• r <br /> rrrrrrlr <br /> fYfrfrlf <br /> 14 , I <br /> ell rrrrr <br /> � rrrrrrrJl <br /> rlJflffr <br /> r 30 eellelell <br /> U 15iiiiiiii <br /> rrrlrrrr <br /> rrrrrrrr <br /> rlfrrrle <br /> I 5 95 iirriiiii <br /> ry rlrrrrJ/ I <br /> 16 I,� iiiiiiii I I <br /> ' , /rrrrrrr �i <br /> l '! , I E I iiiiiiiiI E <br /> I � 17 lrrlllrr SILT (ML), light olive, callchE, trace sand I <br /> iiiiiiiiIll Increase in caliche with depth <br /> iiiirrII <br /> iiii <br /> C1I rrrrrrr I I I <br /> r I � rrrrrrrr i I l I V I f r !! <br /> ' I ' fJrfJflr ' t � r I1 I r l k <br /> a ' 19 liiiiiiii 'l �I I f j I <br /> I I � <br /> �Q V rrrrrrrr i <br /> flrlffrl <br /> r/lrrrl! f <br /> 20 rrrrrrrr r <br /> l rrrfrerr I r' , � I I l'I � <br /> II r�i�b�11 141 I� 'IIS(I i'i III I'�I I� I E Ir�kx� l' r r Ijl Ii Ili r f I r {r E )�(sl Irr IG Hlk I � r <br /> rrd�il� I irE�l1 `� � Irl I�kk fllI1� vl rtll i dll����'' rfll��}.h (SII V IIS '�I 'EEt(�rlr !�I ' Ik IlrEl I I'�' f�i'iillllf���ilkl���r�'G� I"R� 3� �I '� ' <br />