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ARCHIVED REPORTS_XR0003246
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545289
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ARCHIVED REPORTS_XR0003246
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Last modified
2/11/2020 9:57:20 AM
Creation date
2/11/2020 8:38:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003246
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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'.. 30 June 1999 <br /> • AGE-NC Project No. 98-0468 <br /> Page 6 of 12 r <br /> hydropunch-equivalent sampler driven into the water-bearing unit. Depth-disciete ground water <br /> ,. samples were collected from a sampling interval of approximately 8.5 to 13 feet bsg. The procedures <br /> for collection of ground water samples from soil borings and.monitoring wells are presented in <br /> Appendix A. <br /> Groundwater samples were,submitted.to Alpha Analytical Laboratories, Inc. inUkiah, California, <br /> andto Kiff Analytical in Davis, California. Alpha Analytical Laboratories, Inc. and Kiff Analytical <br /> ' are DHS-certified laboratories. Ground water samples were analyzed for: <br /> • TPH-d by EPA Method 8015 Modified/5030; <br /> • TPH-g by EPA Method 8015 Modified/5030; <br /> ' BTEX by EPA Method 8020;and + <br /> Oxygenating compounds including,DIPS,ETBE,MTBE,TAME,and TBA by.EPA Method <br /> ' 8260.- <br /> The <br /> 260:The results of the ground water sample laboratory analysis are presented in Section 5.4. <br /> 4.3. MONITORING WELL INSTALLATION AND DEVELOPMENT <br /> ' A total of two ground water monitoring wells (MW-4 and MW-5) were installed down gradient <br /> (north) of soil probe boring SB-7 and the former UST locations,(Figure 2). Following drilling and <br /> sampling of soil borings.B-4 (MW-4) and B-5 (MW-5), the soil borings were installed with ground <br /> water monitoring wells. Monitoring well MW4was completed to a total depth of 21 feet bsg and <br /> installed with 15 feet of well screen section extending from 6 to 21 feet bsg. Monitoring well MW=5 <br /> ' was completed to a total depth of 1.7 feet bsg and installed with 10 .feet of well screen section <br /> extending_from 6.5 to 16.5 feet bsg. The well screen sections were installed across the observed <br /> water table level. A'summary of monitoring well construction specifications is presented in Table 4. ' <br /> Followingwell installation the wells were develop ed in order water flow into the we11 and minimize <br /> � develop <br /> 6d <br /> amount of fine-grained sediment drawn into the well during pumping or bailing. Procedures for <br /> ' well installation and development are presented in Appendix A. <br /> ' 4.4. GROUND WATER MONITORING ACTIVITIES ' <br /> On 06 May 1999, ground water monitoring activities were performed at the' site. The ground water .monitoring activities included the measurement of ground water levels'and,collection of ground <br /> water samples'for each of the site monitoring wells (MW-1 through MW-5). Ground water sample <br /> ,Advanced GeoEnvironmental,Inc. <br />
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