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SOIL BORING LOG AND Project No D-101
<br /> WELL CONSTRUCTION DIAGRAM Sheet 2 of 3
<br /> FIELD LOCATION OF BORING CLIENT/LOCATION PLANNED USE BORING DEPTH. BORSNG/WELL NO
<br /> Conrad /Stockton Monitoring 40 Feet MW-6
<br /> MW-6 & N DRILLING CONTRACTOR. DRILL.RIG TYPE WELL DEPTH. BORING DIAMETM
<br /> , Mitchell Drilling CME 75 40 Feet 8 Inches
<br /> �
<br /> SITE I DRILL RIG OPERATOR WELL MATERIAL. FILTER PACK SCREEN SLOT SITE.
<br /> Bart Jur ens 2" SCH 40 PVC #3 Sand 0 020
<br /> WELL SEAL.
<br /> ' Ac"CIA Neat cement over h drated bentonite pellets
<br /> z
<br /> SAMPLING ESTIMATED SAMPLING METHOD Split-spoon
<br /> Z' PERCENT° e MONITOMNG INSTRUMENT Sensidyne FID
<br /> < a UEa U
<br /> cc: cu
<br /> 0 4 F u FIRST ENCOUNTERED WATER DEPTH 25 3 Feet-9/18/95
<br /> w L7 y U STATIC wATER DEI"-DATE 2371-9/27/95
<br /> 4
<br /> zI 100 Silty CLAY (CL), olive grey, low plasticity, hard,
<br /> ' gravel sized clasts of silt and fine sand
<br /> a
<br /> — 22
<br /> Z —_
<br /> o —
<br /> 23 ---------------------------------
<br /> IN 24
<br /> \,\,\\•\
<br /> = 26
<br /> Q
<br /> Z_ 32 = 0 95 5 Silty SAND (SM), grey brown (multicolored
<br /> 33 grains), well graded, hard, trace salt, wet
<br /> 26
<br /> 1 1 \
<br /> V 1 1 \ 1
<br /> \ h \
<br /> Z - 28 •\4••\\♦
<br /> = t 29 111\\\\•
<br /> _ """" SILT (ML), green grey, very stiff, trace clay, trace
<br /> \\\\\1•\
<br /> 20 5 95 11111111 fine sand
<br /> 22 30
<br /> 0 Well graded SANDI(SW), grey (white,,grey and
<br /> ' r _ 25 10 black grains),medium to coarse grained,trace fide
<br /> W3I 1 grained,subangular,dense,wet
<br /> I
<br /> -- __- — I---- ---
<br /> + — 33 ---_ -- —
<br /> 34
<br /> \`\\"~• Clayey SILT(MLI medium grey,trace fine sand,
<br /> 30 10 90 \\\\\ \
<br /> I
<br /> 33 35 �1 ��'ZZ,'� grades to predominantly fine sand in places,wet
<br /> _
<br /> 341' 95 5 Well'graded SAND (SW), light brown (grey,' white
<br /> 36
<br /> ' I and yellow grams)predominantly medium to,coarse
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<br /> I I I Igramed, trace silt, very dense, wet 'k
<br /> '37 ��I �� I I
<br /> e I
<br /> 38
<br /> I V I ♦•••••\♦ ! ! E I !! — r I , ,I f 1 III I
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<br /> O = \\•\\\•. I I I I I
<br /> x -� ' 39
<br /> 0. =�1 SILT(ML),green grey, slightly crumbly, low I
<br /> 17 t1 100 f plasticity, hard, trace clay, wet I I ,I I �! 11111111 I
<br /> li , V lilil I E I rl,I, 19 I IIkFI
<br /> E� +s`i�,!I I i' �I��li��kl V'r�� `I` �� I I ' i,�,ri'I!'I I k !I'�I EkI� I ' I` I '! I�! �IIIII I I !,I'IIIII�
<br /> i, Il�il 'r�<f�k j I iE + V `I�f�� I Ill�li t i'�I ,if I Irl I�I 6 l I ILII+I fill' III'q 'lir I
<br /> Hill,[
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