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ARCHIVED REPORTS_XR0003266
Environmental Health - Public
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ARCHIVED REPORTS_XR0003266
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Last modified
2/11/2020 10:10:35 PM
Creation date
2/11/2020 8:48:34 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003266
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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SJGOV\sballwahn
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EHD - Public
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' 05 February 2001 <br /> AGE-NC Project No. 98-046$ <br /> ' Page 5 of 7 <br /> 3.2. ANALYTICAL RESULTS FROM SOIL SAMPLES <br /> ' A total of seven depth-discrete soil samplesyz g,an BTEX and nine fuel additives. <br /> by EPA Method 8015, 8020 'and 8260 Modified, respectively. A total of four depth-discrete soil <br /> samples were analyzed for TPH-d by EPA Method 8015. <br /> • TPH-g, TPH-d and BTEX were not .detected in the soil sample collected from the soil <br /> borings. „ <br /> • MTBE was detected in two soil samples by EPA Method 8260. Samples MW6-15, MW6-30 <br /> ' and MW8-20 contained MTBE at concentrations of 95 microgram per kilogram (Atglkg), 14 <br /> ug/kg"and 16 ,ug/kg, respectively. <br /> • No other fuel additives were not detectedin',the soil samples analyzed.+ <br /> i <br /> Analytical results of soil samples are summarized on Table 3 and Table 4. The laboratory reports <br /> ' (MAI Laboratory I.D. No. 54774 to,54780), quality assurance and quality control (QA/QC) report ,, <br /> and chain-of-custody forms are included in Appendix D. _ <br /> 3.3. ' " GROUND WATER ELEVATION AND FLOW DIRECTION <br /> . During the November 2000 monitoring event, the depth to ground water at the site ranged from <br /> 10.42 to 13.28 feet below the tops of well casings'(btoc) (Table 1). Ground water elevation at the site <br /> ' ranged from 3.53 to 4.17 feet below mean sea level (MSL). Ground Water,elevation..in the, <br /> monitoring wells decreased an average of 1.1 feet since the previous monitoring event (July 2000). <br /> A summary of depth to ground water and ground water elevation measurements is presented in <br /> ' Table-1. <br /> A ground water.elevation contour map for November 2000 is illustrated on Figure 3. Based on <br /> ' groundwater elevation data, ground water flow direction is inferred to be toward the north. Ground'. <br /> water gradient for November 2000 was calculated to be 0.012. In general, ground water .flow• <br /> direction and gradient for this.monitoring event appear to be consistent with previous.monitoring <br /> ' events results. <br /> ' ,3.4. LABORATORY RESULTS.OF GROUNDWATER SAMPLES <br /> Ground water samples were collected from MW-3 through MW'8 for laboratory analysis. A <br /> summary of ground water analytical results.are presented in Table 2. The laboratory analytical report <br /> is.included in Appendix B_ <br /> tAdvanced GeoEnvironmental,Inc. <br />
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