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' SOIL BORING LOG AND Project No D-101 <br /> WELL CONSTRUCTION DIAGRAM Sheet 1 of 3 <br /> FIELD LOCATION OF BORING CLIENT/LOCATION PLANNED USE BORING DEPTH. BORING/WELL NO <br /> 4 Conrad /Stockton Invests ative 81 Feet CPT B-7 <br /> N GRILLING CONTRACTOR DRILL RIG TYPE WELL DEPTH. BORING IDIANEE <br /> srrE� <br /> Grear,In Situ CPT RI N/A <br /> 175 Inches <br /> W <br /> a • I DRILL RIG OPERATOR. WELL MATERIA.. FMTER PACK. SCREEN SLOT SIZE <br /> &� GreggiGuidmundson, N/A N/A N/A <br /> WELL SEAL. <br /> ' ACA N/A Boring grouted from 81"to surface <br /> sAMPLQ+Ic ESTIMATED sAMPLQ3G METHOD Push tool/1" diam sampling tube <br /> PERCENT <br /> 4 p MONTiORING AISTRUMENi SEllgld a FII <br /> d a a Q FIRST ENtcouNTERED WATER nEPTH Not Measured <br /> g rg� <br /> n g a �d a a N Lj STATIC WATER DEPTH-DATE Not Measured <br /> ' a PUSH 20 60 20 fr;r;r;r Note tool pushed to 40 feet bgs No samples attempted <br /> TOOL rrrrrrrr until 40 feet bgs <br /> 41 rrrrrrrr <br /> r r r r <br /> r r r r <br /> rrrrrrrr <br /> 200 rFr f•f.f Clayey SAND (SC), dark green grey, fine to medium <br /> 85 15 �.'.� grained, damp <br /> � 43 r r r r <br /> r`rrr`rr <br /> • r r r <br /> O rrrrrrrr <br /> u rrrrrrrr <br /> rfrfre <br /> rr <br /> 45 <br /> r r . <br /> —'e""", Clayey SAND (SC),dark green grey,medium to coarse <br /> rr r e r grained, damp <br /> 46 r <br /> d rrrrrrr <br /> O r r ♦ r <br /> rrrrrrrr <br /> r r r <br /> r r . r <br /> 47 rrrr <br /> rrrrrrrr <br /> r r r r <br /> r r r r <br /> rrrrr`r` <br /> 48 ——————— -------------------TT.....--- <br /> z9 49 <br /> I a 50 <br /> u3 ' 12 tr 100 Silty CLAY (CL), dark green grey, trace fine sand, <br /> m si damp <br /> 52 <br /> I I ! I <br /> R <br /> I I <br /> I , 1 <br /> ' I <br /> 55 � <br /> 11 tr 100 Silty CLAY (CL), as above I <br /> I I I f <br /> ,57 <br /> 1 <br /> ...�.. <br /> Note change m`pressure noted by CPT operator at 58'- <br /> 59 probable top of sand unit I <br /> a <br /> A2111 <br /> I { ' hl E fifE I <br /> I 11,11,1111 I I I Vi 1 i 1 1 � 1 <br /> � � �I � � I i <br /> I�� I"Ili, <br /> I <br /> CIIII vrIull q,;1 ti l��,I,, <br />