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ARCHIVED REPORTS XR0012588
Environmental Health - Public
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EHD Program Facility Records by Street Name
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COUNTRY CLUB
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1403
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2900 - Site Mitigation Program
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PR0505513
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ARCHIVED REPORTS XR0012588
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Last modified
6/20/2019 5:05:37 PM
Creation date
6/20/2019 3:39:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012588
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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x <br /> INTERNATIONAL TECHNOLOGY CORPORATION <br /> from each well were analyzed by the following methods: <br /> • Modified EPA Methods 8015 and 80?`' ` <br /> - Total Petroleum Hydrocarbons calculated as gasoline <br /> - Benzene, Toluene, Ethyl Benzene, and total Xylenes (BTEX) <br /> r� Sample from MW-4, adjacent to the waste oil and motor oil tank field, was also <br /> analyzed for the following: <br /> • Modified EPA Method 8015 <br /> - Total Petroleum Hydrocarbons calculated as diesel <br /> • Standard Methods 503E <br /> Oil and Grease <br /> . EPA Methods 601 and 8010 <br /> - Halocarbons <br /> x <br /> +-, Monitoring wells were constructed using four.in_h diameter, schedule 40, <br /> threaded, PVC casing and schedule 40, threaded, PVC screen. Screen size used <br /> is shown in the well logs (Appendix B) Ear; well was fitted with a threaded <br /> end cap. Screens extended from fifteen to thirty feet below grade. <br /> The gravel pack consisted of No. 2 Lonestar sand. The gravel pack extended <br /> from the base of the screen to three foot above the screen. A three-foot <br /> bentonite seal was placed on the gravel pack. The annular seal was completed <br /> _ with 95 percent Portland Cement--5 percent bentonite. The wells were encas:d <br /> ;-- with a twelve-inch, flush mount, watertight locking Christy box. Each well <br /> was fitted with a water proof locking cap and labeled. See boring logs in <br /> Appendix 8 for well construction details. <br /> �. The elevation of the wells were surveyed by Wong Engineer� � Inc of Stockton, <br /> s California. The elevations were related to a USGS datum. `Elevation data is <br /> contained in Table 1, <br /> f. <br /> On 30-April-1990, the wells were developed by hand bailing and surging until <br /> pH, conductivity, temperature, and turbidity measurements stabilized. <br /> Approximately .en .well volumes of water were removed from each well. <br /> 3 <br /> 1:ENG:7024/072390 . <br />
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