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1 <br /> SOIL BORING LOG AND Project No D-101 <br /> WELL. CONSTRUCTION DIAGRAM M W — 5 Sheet 1 of Z <br /> 1 FIELD LOCATION OF BORING A CLIENT/LOCATION PLANNED USE BORING DEPTH BORING/WELL NO <br /> I Conrad /Stockton Moratoring 40 Feet MW-5 <br /> ' <br /> MW-55 N DRILLING CONTRACTOR. DRILL RIG TYPE WELL DEPTH BORING DIAMETER. <br /> -1 Mitchell Drilling CME 75 40 Feet S Inches <br /> DRILL RIG OPERATOR- WELL MATERIAL PILFER PACK SCREEN SLOT SIg. <br /> Bart Jur ens 2" SCH 40 PVC 1 #3 Sand 10010 <br /> WELL SEAL <br /> ACACIA Neat cement over h drated bentonite pellets <br /> x <br /> SAMPLING ESTIMATED SAMPLING METHOD ContinUOUS COre <br /> z PERCENT <br /> MONITORING INSTRUMENT PTD <br /> I <br /> a y a V FIRST ENCOUNTERED WATER DEPTH 30 Feet <br /> A A ; STATIC WATER DEPTH DATE 28 48 Feet-9/15/94 <br /> 4" Asphalt over baserock <br /> SO 70 20 10 rtititi+ p <br /> 1 JI/JJJee <br /> Jf/r/rJf <br /> •rrrrrrr <br /> F rJfJeeef <br /> 0 2 JlrrJlJr <br /> a Jr/lrrrr <br /> fn rfeferef <br /> elerrrre <br /> Z •r/lrrrr <br /> rfrreffr <br /> 3 reeve••• <br /> /rrrrrrr <br /> frJ'erre <br /> •red's' <br /> rrrerlrr <br /> •err/•/• <br /> fern•••' <br /> O 4 <br /> ' fere'••• SILT (ML), tan, caliche veins, trace fine sand, dry <br /> ,, rJrrree/ <br /> ,� rrrrrrlf <br /> eeeeeeee <br /> t7 0 ief'riiiee <br /> •rrrrrrr <br /> e/eer/r/ <br /> — eferfeee <br /> 6 rererree <br /> ❑ 5 95 eleleeee <br /> ffefeeee <br /> •rrr:rrrr <br /> /r/e/rrr <br /> efreee'r <br /> i1 7 lrrrrre <br /> ( •rrrrrre <br /> rl Jee.JJ <br /> Jeefrffe <br /> eerrrrrr <br /> JFe/Ir/J <br /> rfJfrfff <br /> rfreerll <br /> 8 — Trrrr/rr! <br /> 100 JeeeeeJ! <br /> rrr//err <br /> — rfeleerr <br /> rrrereee <br /> t .9 " <br /> eeeeeee <br /> feerreef SILT (ML), reddish brown, clayey, moist <br /> n <br /> rrrerrrr <br /> I eel eee I <br /> •refer•' <br /> rerreee <br /> _ <br /> 10 reereeee <br /> 140 ifiii'rri I� I <br /> rrrrrrr• <br /> teelpeele <br /> •eererrr <br /> refeeJJe <br /> ❑ — — 100 elegej;rf SILT(ML), olive-brown, damp <br /> m rrr/rJrr <br /> •rrrrrrr <br /> eJllrlJf , <br /> a 12 rfrrrJrr I I , ' <br /> e/rr//rr I <br /> eeelllee <br /> eerreere <br /> efrererr I I 1 ' <br /> Ieerrr/r <br /> 13 I <br /> rerefrrr <br /> r eelee SILT (ML), olive-grey, damp <br /> 100 Jeeele:J <br /> 14ezrrrJrrrr <br /> /rrrr/rr I <br /> "eere'J <br /> :4 Sandy SILT (ML), olive-grey,fine sands, damp <br /> 190 — 40 60 iiiiiiii <br /> � � I I ffffJrJ/� <br /> I I I Z 16 <br /> rrf ' Ik <br /> 7030 • rrr � <br /> I�Ii II I ,�II I •`,JeJ•J'/r•JrfJJrfr ernerr/r'frfrfr ee'frrer'f//eJr <br /> 1 I Si4�11(ty�SAND <br /> AND 1'1kI11('lSIk 1MlI111), gI1I�r�1 eI�IIt e1�n,,r "iI IsI�h U�lil grey, <br /> l�rkI eiI I�y,i pc I�1ve�1 rii�yr�Ill I i fine <br /> 1 <br /> it`S <br /> `f an� <br /> 'I <br /> �dIsI�, <br /> ' <br /> `17 1 <br /> 10% white caliche,` darnp <br /> fr <br /> a' II <br /> I <br /> I <br /> 19 � 10 90 rreJrrrr 1 I I <br /> /rrr/e:r � <br /> %f%'ffer ee SILT (ML) Olive-grey, fine sands,ds moist <br /> _ <br /> 20 rrrrrerr <br /> •'••neer +Id l 1 '11IJ <br /> �1 41�hi 'lu� I rl rte el`Il 1 I I I � �If�1 ❑f� 'I � � '`I tl I Y r '�II��E1 �li� I � '1� IF II l,li l�ll'I�I�Il'� <br /> III <br /> I' l l II f lit 11 4 I I I'�n li I l i I I ll IE ;f�ilGp 11PI rli I I I I'."l1iq�' I I I 1I"� I I l I i" l ' t <br /> ik k i'I�tlll 1 E� III <br />