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ARCHIVED REPORTS_XR0008360
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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S
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SANTA FE
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23569
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2900 - Site Mitigation Program
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PR0541936
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ARCHIVED REPORTS_XR0008360
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Entry Properties
Last modified
5/18/2020 11:48:48 AM
Creation date
5/18/2020 11:23:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008360
RECORD_ID
PR0541936
PE
2957
FACILITY_ID
FA0006149
FACILITY_NAME
RANCH MARKET
STREET_NUMBER
23569
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
23569 S SANTA FE RD
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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Project RANCH MARKET Project No 077 42083 004 Log of Boring/Monitoring Well <br /> Boring Location 23564 S SANTA FE ROAD, RIVERBANK, CA Drawn By S ES <br /> MW-8 <br /> Subcontractor and Equipment WEST HAZMAT—CME 85 Logged By D S <br /> Sampling Method SPLIT SPOON Monitoring Device PID Comments <br /> Start Dote/Time 8/9/00 —1300 Finish Dote/Time 8/9/00 <br /> First Water (bgs) —23 Stabilized Water Level (bgs) x-77 83 <br /> Surface Elevation Top Casing Elevation <br /> � o Boring Abandonment/ <br /> z' oa a <br /> L ' A i RIPTIWell Construction Details DESCRIPTION <br /> CL <br /> E # n $ U b (color, grain size, consistency, moisture, other) <br /> O o G d d N o <br /> N m d O aC Z $ <br /> oOff D Weeds/Topsoil upper 3" <br /> ¢� SILT, (10YR4/3) brown, low plasticity, rapid <br /> z¢ dilotancy, damp <br /> S SILT, as above <br /> 12 Silty SAND, (10YR4/3), brown, (0,80,20,0), poorly <br /> M{ ,n 19 (1) 10 graded, fine grained, domp, no discoloration, no <br /> Wi 38 100X h drocarbon odor <br /> 718 18 (6) 15 SAND, (10YR4/3) brown, (0,95,5,0), poorly <br /> V r, 20 <br /> ='? 25 100% graded, well sorted, weakly cemented, fine <br /> grained sand, damp, no discoloration, no <br /> Hydrocarbon odor <br /> 12 (6) 2 As above, Color change to (2 5Y3/3), dark olive °O <br /> ,32 - brown <br /> S'? 471 f]OX r CL <br /> a <br /> _ Neat <br /> N 12 (45)25— As above, Saturated Cement <br /> 32 <br /> mn 47 65% Groundwater collected at 26' bgs Bentonite <br /> chips <br /> 14 (6530— <br /> V <br /> 5-321 65% As above, Sand with ^-5% gravel <br /> 18 <br /> 0 21 (1) 35 As above, Sand with slightly more gravel <br /> 5^ 25 <br /> 100% 13 SAND <br /> r <br /> �0 200 (4) 40 As above, Sand fine to medium grained <br /> M:!t 45 <br /> � 100X <br /> Total Depth of Boring =41' bgs <br /> %VC end <br /> 45 cop <br /> :t <br /> N <br /> 501 <br /> Reviewed By Date <br /> SECOR Revised By Date Page 1 of L <br />
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