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ARCHIVED REPORTS XR0006862
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544638
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ARCHIVED REPORTS XR0006862
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Last modified
7/9/2019 3:00:47 PM
Creation date
7/9/2019 1:51:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006862
RECORD_ID
PR0544638
PE
3528
FACILITY_ID
FA0004027
FACILITY_NAME
HENDRIX FORK LIFT INC
STREET_NUMBER
103
Direction
N
STREET_NAME
E
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15318001
CURRENT_STATUS
02
SITE_LOCATION
103 N E ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Quarterly Groundwater Monitoring Report <br /> EMCON Associates Project: OF90-002.03 <br /> GENERAL INFORMATION <br /> 1. Site: A. Teichert& Son, Inc. <br /> 2. Address (Figure 1): 103 North E Street <br /> City: Stockton State: California Zip: <br /> 3. Monitoring Quarter: ❑X First ❑ Second Third 0 Fourth Year: 1993 <br /> 4. Client Contact: George Takemori Telephone: (916) 386-6916 <br /> 5. EMCON Contact: Mark Thomas Telephone: (916) 928-3300 <br /> 6. Lead Agency: San Joaquin County Public Health Services Telephone: (209)468-3420 <br /> 7. Secondary Agency: RWQCB, Central Valley R2gion Telephone: (916) 255-3000 <br /> BACKGROUND INFORMATION <br /> Three underground storage tanks were removed in October 1986. One underground storage tank was removed in <br /> August 1988. The tanks were not replaced. Overexcavation was completed in the vicinity of the tanks, but some <br /> impacted soil remained. Soil vapor extraction piping was installed in the overexcavation. Ten groundwater monitoring <br /> wells(MW-1 through MW-5 and MW-9 through MW-13) have been installed to date: MW-1 damaged, MW-2 destroyed <br /> during overexcavation activities, MW-3 through MW-5 dry; MW-9 obstructed 32 feet below ground surface. A soil vapor <br /> extraction test was conducted; results indicate that soil vapor extraction is feasible for soil remediation. <br /> GROUNDWATER MONITORING DATA <br /> 1. Monitoring Date: _Febreuary22, 1M <br /> 2. Field Measurements: See attached data forms. <br /> 3. Groundwater Flow Direction (Table 1 and Figure 1): north-northeast 4. Hydraulic Gradient: 0.002 <br /> 5. Comments: Direction of groundwater flow historically variable but predominantly northeast;prior to fourth quarter 1992 <br /> monitoring event, direction of flow was southeast. <br /> GROUNDWATER ANALYTICAL RESULTS <br /> 1. Groundwater Monitoring Well Sampling Frequency (by well): All wells: quarterly. <br /> 2. Analytical Results: Summarized in Table 2,certified analytical reports attached. <br /> 3. Comments: Petroleum h drocarbon concentrations detected are similar to historical analytical results. <br /> CONCLUSIONSIRECOMMENDATIONS <br /> Continue quarterly groundwater monitoring; design, construct, and install soil vapor extraction system. <br /> LIMITATIONS <br /> The services described in this report were performed consistent with generally accepted professional consulting <br /> principles and practices. No other warranty, express or implied, is made. These services were performed consistent <br /> with our agreement with our client. This report is solely for the use and information of our client unless otherwise <br /> noted. Any reliance on this report by a third party is at such party's sole risk. <br /> PREPARED/REVIEWED <br /> Consultant: EM� N Associates <br /> Signature: _!/ � � �� Title: pryc Date:3 <br /> Responsible P <br /> Signature: Title: Dater/93 <br /> r:� <br />
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