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ARCHIVED REPORTS_XR0002480
Environmental Health - Public
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EHD Program Facility Records by Street Name
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FRESNO
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1817
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2900 - Site Mitigation Program
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PR0540859
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ARCHIVED REPORTS_XR0002480
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Last modified
1/15/2020 4:14:00 PM
Creation date
1/15/2020 3:04:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002480
RECORD_ID
PR0540859
PE
2960
FACILITY_ID
FA0023361
FACILITY_NAME
PLAY N PARK (FORMER BARNES TRUCKING)
STREET_NUMBER
1817
Direction
S
STREET_NAME
FRESNO
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
1817 S FRESNO AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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' Project No ZB178C <br /> SOIL BORING AND WELL CONSTRUCTION LOG: SB-10 Sheet' 1 of 1 FIELD LOCATION OF BORINGS/ CLtENTILOCATION PLANNED USE. BORING DEPTH BORINGIWELL NO w <br /> MONITORING WELLS Barnes Trucking Facility, Exploratory 24 feet SB-10 <br /> �-. <br /> lei 5! i N? sero Stockton, CA <br /> 0 DRILLING CONTRACTOR DRILL RIG TYPE. WELL DEPTH BORING DIAMETER <br /> "" 5 0 g I < FAST-TEK Geoprobe NA 2 inches <br /> sill <br /> 0 Wd Y DRILL RIG OPERATOR WELL MATERIAL WELL DIAMETER SCREEN SLOT SIZE. <br /> E Svoboda NA NA NA <br /> sn dl WELLIBOREHOLE SEAL FILTER PACK <br /> WW4 -;;T�I o Pressure Grout NA <br /> �a <br /> SAMPLING ESTIMATED SAMPLING METHOD Continuous Care <br />' o o PERCENT 5� <br /> ?, a <br /> MONITORING INSTRUMENT PSD <br /> pepcc o G ¢ U U <br /> Zo U.) W O u a Q FIRST ENCOUNTERED WATER DEPTH 12 feel <br />' 3 ❑ m �C a < 3� o o . v y v <br /> STATIC WATER DEPTH-DATE NA <br /> iz{z{z tz Gravel fill <br /> Y�Y�Y'rYK <br /> '� 1 zzzz <br /> y�YyxYyk yxY <br /> s Silty CLAY(CL) with some sand,dark brown, stiff, moderate <br /> plasticity, moist, sand is fine grained and angular, organic <br /> 4 0 0 2 98 rich <br /> §�� X <br /> ,�s 5 <br /> t� <br /> a <br /> �f 6 <br /> � 7 <br /> I �< <br /> 8 <br /> s 9 <br /> X 10 BD 0 1 99 <br /> Silty CLAY(CL) with some sand, Light brown, stiff, moderate <br /> 11 plasticity, moist, sand is fine grained and angular, organic <br />' AT— rich <br /> . . <br /> s3 a 13 <br />' • • ` ` Clayey SAND(SQ, medium to coarse grained micaceous <br /> R I4 <br /> \`\`,•\` sand, blueish gray, low plasuclty,med, dense to dense wet <br /> # x 34s 0 90 10 <br /> I A <br /> 16 `.`.`\`\ <br /> 17 \ ♦ \ \ <br /> is <br /> V <br /> 19 <br /> ` X 1025 0 5 95 <br /> 20 <br /> 21 <br /> & 22 Silty CLAY(CL)some sand, medium to coarse grained <br /> 23 micaceous sand, blueish gray, low plasticity, wet <br /> >2000 0 5 52 <br /> END OF yi <br /> BORING 2s <br /> 1 , <br /> aue to bljzh moisture content f sarnple Laboratorym <br />' Logged by Loren Taylor, Geologist CLEARWATER <br /> Approved by GROUP,INC. <br /> 520 THIRD STREET,SUITE 104 OAKLAND CA 94607 <br />
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