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ARCHIVED REPORTS_XR0003265
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545289
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ARCHIVED REPORTS_XR0003265
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Last modified
2/11/2020 10:03:35 PM
Creation date
2/11/2020 8:48:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003265
RECORD_ID
PR0545289
PE
3528
FACILITY_ID
FA0003828
FACILITY_NAME
VAN BUSKIRK GOLF COURSE
STREET_NUMBER
1740
STREET_NAME
HOUSTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
16307036
CURRENT_STATUS
02
SITE_LOCATION
1740 HOUSTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> 16 April 2000 <br /> AGE-NC Project No. 98-04681 _. <br /> Page 3 of 4 <br /> SA FINDINGS <br /> 'Ground water elevations were- .determined by subtracting the'mcdsured depths-to-water from 14C <br /> 'surveyed casing-elevations. Ground water•flow direction-was determined by.contouring the water <br /> ' elevations on a"sealed site plan (Figure 3). <br /> t WATER.-ELEVATION AND FLOW DIRECTION. <br /> 3.1. � GROUND <br /> During the March 2001 rnoriitoring event;•the depth to ground water at the site ranged from 9.46 to <br /> ed <br /> • 10:37 feet-Below the tops of well casings (btoc) (Table 1). Ground water elevation at the site ranged <br /> from 2.57 to 3.06 feet below mean sea level (MSL). Gro uridiwater'elevation in the monitoring wells <br /> „ increased an'ayerage of 0.9 feet since the previous monitoring event•(November 2000): A summary•.' <br /> of depth to ground water and ground water elevation measurelreerits is presented in"Table 1., <br /> ,. : A ground water elevation contour map-for'March'2001 is illustrated on Figure.'3 Based,on`ground <br /> r water elevation data, ground water flow direction is.inferred"to be toward the northeast. Ground <br /> ' water gradient for the latest sampling event was calculated to b&,0.012'. In general; ground water flow <br /> direction and gradient for this monitoring event appear to be consistent with previous rrlonitoring <br /> events results. <br /> 3.2. LABORATORY RESULTS.OF GROUND.WATER SAMPLES <br /> Ground water samples'were collected from MW-3 .through MW-8 for laboratory analysis. A <br /> sulnmary of ground water analytical results are,presented in Table 2.The laboratory analytical report.. <br /> ' is included in Appendix B. , <br /> Toluene*and xylene were reported in the sample collected from.well MW.-6 at-a concentration of 2.3 <br /> micrograms per liter (µg11) and 1.9 µgill, re.spectively.'There were'rio: other reported detections of <br /> BTEX compounds;TPH-d.or TPH-g'in the other ground water samples analyzed,during the March. ` <br /> 2060 monitoring event (Table 2)." <br /> MTBE was reported iii the ground water samples collected-from monitoring wells MW-4 and MW-6 <br /> at concentrations o£51 µg11 and 9Qµg1.1, respectively, by EPA Method 8020. MTBE.wa.'reported <br /> ' in the ground'water' samples.collected from,rnoni#oring wells MW-3,"1VI W-4 and MW-6 .at ' <br /> concentrations of 4.5 µg11; 51 µg11 and 89µg/l; respectively,-by EPA Method 8260... ; <br /> ' ,The MTBE'concentration in these samples exceed the DHS _ establi'shed maximum contaminant • <br /> A� ; level.(MCL)of 5 µg11 for MTBE'in ground water:The DHS action level for,MTBE'is 13 µg11: There <br /> were no.reported detections"of any other fuel-oxygenating compounds. <br /> 4dvanced GcoEnvironmental,Inc." <br />
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