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ARCHIVED REPORTS_XR0003779
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HAZELTON
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003779
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Last modified
2/3/2020 9:38:28 AM
Creation date
2/3/2020 9:16:06 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003779
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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saturated zone, approximately 35 feet. Soil samples were collected <br />. at each five feet commencing at 11 feet. A grab water sample was <br /> collected. Figure 2 presents the location of the former UST area <br /> and B-T. <br /> The soil and groundwater samples were analyzed for Total Petroleum <br /> Hydrocarbons as Gasoline (TPHG) and Benzene, Toluene, Ethylbenzene <br /> and Xylene (BTEX) using Modified EPA Methods 8015/8020. <br /> Based on the results of the analysis from the initial boring, San <br /> Joaquin County Environmental Health Division (SJCEHD) required an <br /> additional subsurface .investigation to better define the extent of <br /> the soil and possible groundwater contamination. JPCA addressed <br /> the county requirements and prepared a workplan which was accepted <br /> by SJCEHD. <br /> A permit was requested and received from SJCEHD prior to drilling <br /> the three borings and three monitoring wells. In October 1994 , the <br /> borings and wells were completed with soil and groundwater samples <br /> collected for analysis. <br /> Soil samples collected from a depth of 20 feet to groundwater at <br /> approximately 30 feet were analyzed and contained gasoline and <br /> gasoline constituents. Groundwater samples contained actionable <br /> levels of gasoline and gasoline constituents. <br /> FIELD WORK <br /> GRADIENT DETERMINATION <br /> Prior to purging and sampling, on September 11, 1996, the depth to <br /> groundwater was measured by an electronic probe in the three <br /> Monitoring Wells on site, see Figure 2 for locations of the wells <br /> on site. The water depth was measured from a mark located on the <br /> top of the casings. The groundwater gradient data are presented in <br /> Table 1 . The calculated gradient is S 47o W or 2270 at 0. 007 <br /> ft/ft. The groundwater gradient is depicted in Figure 2 . Field <br /> notes are contained in Appendix A. <br /> TABLE 1 <br /> Groundwater Elevations (ft) - Sept. 11, 1996 <br /> Well ID Top of Casing Depth to Water Groundwater Elevation <br /> MW-1 40. 00* 24 .96 15. 04 <br /> MW-2 40. 03 25 . 02 15. 01 <br /> MW-3 39 . 43 24 . 18 15. 25 <br /> * Assumed elevation <br /> 3 <br />
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