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' SOIL BORING LOG AND Project No D-101 <br /> WELL CONSTRUCTION DIAGRAM Sheet 2 of 2 <br /> FIELD LOCATION OF BORING A, CLIENT/LOCATION PLANNED USE BORING DEPTH. BORING/WELL NO <br /> f Conrad /Stockton Sparging 32 Feet SW-1 <br /> N DRILLING CONTRACTOR DRILL RIG TYPE WELL DarnL BORING DIAMETER- <br /> ' o SITE Mitchell Drilling CME 75 32 Feet 10 Inches <br /> DRILL RIG OPERATOR. WELL MATERIAL. FILTER PACK SCREEN SLOT SIZE <br /> O Bart Jur ens 2" SCH 40 PVC 1#3 Sana 10020 <br /> 'i I WELL SEAL. <br /> ' x ACACIA Neat cement over h drated bentonite pellets <br /> SAMPLING ESTIMATED SAMPLING METHOD Split-spoon <br /> ' O PERCENT <br /> G a r U a MONITORING INSTRUMENT Seitsid a FID <br /> FIRST ENCOUNTERED WATER DEPTH 26 5 Feet-9/19/95 <br /> g <br /> pp a ° sTAnc WATER DEPTH-DATE N/A <br /> 18 <br /> SILT (ML),brown grey, slight plasticity, approx <br /> 20 100 5 95 <br /> ., <br /> 2I ;Z;; 30% clay decreasing to trace at 211 trace fin trace <br /> grained sand increasing t0 10%at 211 micaceous, <br /> 22 `•""" trace organic particles, damp <br /> 23 <br /> •\.,,\\. <br /> O 24 <br /> 12 10,000 3070 ::::�:.+ Sand25 SILT ML brown a slightly plastic <br /> 13 �������+ approx 30% file grained sand, approx 10%clay, <br /> \\\\,\\\ <br /> 17 moist <br /> 26 <br /> 27 <br /> 28 <br /> SAND (SP), dark grey (colour appears to be <br /> I as staining,predommantly'transparent grams, some <br /> ' r black and red),flue grained,subrounded,moist <br /> — 10 .30 7,000 100 Grades to (at 31') ' <br /> 13 <br /> 17f SAND (SW), as above, fine,to coarse grained <br /> o - 3I (predominantly fine),subrounded to angular, <br /> micaceous a>,nroxunately 5% silt <br /> i 32 <br /> ' ITD = 32' <br /> 33 E r <br /> 11F r 34 <br /> 35 <br /> 36 <br /> I I I 37 <br /> f38i <br /> I 1 IfI <br /> I <br /> 139 <br /> I <br /> 1 It l I I I I I I <br /> I5,i�lf�f li llll ���� JI��rl <br /> IE��II'�'�� I � � '� �, �'i��li,i�,�u����{�I i41I� �'li��II ��Ellf�li���I II'�'q�li��� ,ill ��FLI Ikl�l� i� � 'ii`ii�l�ili�'I "fff1��I I �I�'{u'IEl i• 1i��1t��' I''��i i9�1�1FIIIIfG���I� 'I�'�If�l��I IIIIi��I!�<< �E�II I�, � <br />