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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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EHD - Public
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29 January 2002 <br /> AGE-NC Project No. 98-0466 <br /> Page 7 of 25 <br /> ' 2.3. SEPTIC TANKS <br /> ' A total of 6 septic tanks have been identified on the subject property, of hich only two are currently <br /> active. The active septic systems are located on the north and east portio a of the property(Figures 3 <br /> and 4), one east of the existing maintenance building, the other west of le Millwork Building. The <br /> ' inactive septic tanks are on the south portion of the site (Figure 3), one east of the former Cover <br /> Plant, one east of the former Finger Joints/Box Factory Building, onesouth of the former Nurse's <br /> Station,and one west of the former Maintenance Building near the form 10,000-gallon diesel UST. <br /> The inactive septic tanks east of the Cover Plant and Finger Joints/Box Factory Buildings are still <br /> in place, the inactive tank south of the former Nurse's Station is caved in and partially filled with <br /> debris. The inactive tank west of the former Maintenance Building is belived to have been removed <br /> ' concurrently with removal of the building and excavation of diesel-impacted soil. The locations of <br /> the septic tanks are shown on Figure 3. <br /> 2.3.1. Finger Joints Building Septic Leach Field- Inactive <br /> D&M, in their Phase 11 Investigation, American Molding(sic) and MillKvrk, Stockton, California <br /> dated 25 February 1987, identified the septic tank northeast of the Finger Joints building as being <br /> a possible receptor of hazardous materials and proposed sampling soil and ground water for analysis <br /> ' for total phenols, formaldehyde, total hydrocarbons, lead, zinc and chro i=. Apparently the work <br /> was scheduled for 05 May 1987. Kleinfelder proposed in their June 1987 work plan to sample the <br /> ' leach field associated with the septic tank for the same analytes excpt substituting PCP/TCP <br /> analysis for total phenols. AGE has no copies of reports or any other dirc ct references to the results <br /> of either sampling plan. <br /> ' During the December 2000 site assessment activities, AGE collected s it and grab groundwater <br /> samples from the septic leach field east of the Finger Joint Building/Box Factory (Figure 3, sample <br /> ' WLB1). Soil and ground water samples analyzed did not contain detectib concentrations ofTRPH, <br /> formaldehyde, TCP, TCE and PCE. Soil samples contained chromium, lead and zinc at <br /> concentrations considered to be background. The ground water swriple contained elevated <br /> concentrations of metals. The sample was not filtered prior to analysis, so the metals results include <br /> total metals from entrained mineral grains and are not represent five of dissolved metals <br /> concentrations. <br /> 2.3.2. Millwork Building Septic Leach Field- Active <br /> Kleinfelder sampled soil in the leach field of the septic system west ol,the Millwork Building in <br /> ' 1987 (Kleinfelder, 1992). Kleinfelder reported that the leach field may have received paint or urea <br /> formaldehyde glue rinse water and that the materials were not discharget i to the system after 1986. <br /> Advmiced GeoEnvitonmentel,Ine. <br />
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