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2900 - Site Mitigation Program
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PR0009016
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Last modified
6/17/2020 1:55:20 PM
Creation date
6/17/2020 11:34:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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' 11 September 2001 <br /> AGE-NC Project No. 98-0466 <br /> ' Page 9 of 24 <br /> In the AGE-prepared Phase H Site Assessment Report - Septic Leach Fields and Drainage Ditch, <br /> ' dated 26 October 2000, AGE reported the analytical results from soil and ground water samples <br /> collected from the septic tank leach field west of the Millworks building.n One grab ground water <br /> sample was collected at a depth of approximately 40 feet bsg (LP4) TRPH was detected at a <br /> ' concentration of 15 milligrams per liter(mg/1). Total chromium was detected at a concentration of <br /> 1.17 mg/l. The sample was not analyzed for dissolved chromium. Lead was detected in the ground <br /> ' water sample at 0.10 mg/l.The sample was not filtered prior to analysis, the metals results include <br /> total metals from entrained mineral grains and are not represent tive of dissolved metals <br /> concentrations. <br /> ' Neither PCP nor TCP were detected in the ground water sample. Zinc concentrations in the ground <br /> water sample did not exceed environmental guidelines. Formaldehyd at 4.7 mg/l exceeded the <br /> Action Level of 1 mg/1 in the ground water sample.Table 2 shows the alytical data obtained from <br /> the October 2000 samples, Figure 4 shows the sample localities. AGE roposes a boring(PB7) in <br /> the area to recheck the formaldehyde detection. <br /> 1 <br /> 3.3.3. Maintenance Building Septic Leach Field - Active <br /> ' On 05 December 2000, AGE collected soil and grab ground water samples from the septic leach <br /> ' field east of the active maintenance building located on the northerm portion of the property. <br /> Analyzed samples did not contain detectable concentrations of TRPH,f rmaidehyde,TCP,TCE or <br /> PCP. Concentrations of metals, including chromium, lead and zinc were all within background <br /> ' values for soil samples. Concentrations of metals in ground water samples were above MCLS and <br /> PRGs for tap water for each metal analyte;however,the ground water s ples were not filtered prior <br /> to analysis, so the metals results include total metals from entrained mineral grains and are not <br /> representative of dissolved metals concentrations. Table 2 shows the analytical data obtained from <br /> the December 2000 samples. A report of procedures and findings for the December 2000 <br /> investigation is in preparation. AGE believes the area to have been misidentified as a potential <br /> ' receptor of contaminants(See Site Environmental History,dated 04 Mai 2001,discussion of septic <br /> tanks)and that the area has been adequately assessed and does not prop se any additional sampling <br /> in the area. <br /> 3.4. WASH-DOWN AREAS <br /> According to Kleinfelder (1992), rinse water generated during cleaning of glue application <br /> equipment, priming equipment and saw blades was discharged onto surface soils at five separate <br /> ' locations at the site. The areas considered by Kleinfelder (1987), based on the D&M Phase H <br /> Investigation (1987) report, as having potential contamination were located east of the Ray Bond <br /> building,north of the Millwork building,south of the Priming building,westofthe Saw Filing room <br /> ' Advanced GwEnvironmental,Inc. <br /> 1 <br />
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