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ARCHIVED REPORTS XR0006859
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3500 - Local Oversight Program
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PR0544638
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ARCHIVED REPORTS XR0006859
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Last modified
7/9/2019 2:59:31 PM
Creation date
7/9/2019 1:50:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006859
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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r I <br /> ! 11 I rte y Groundwater Monitoring Report <br /> ��EMCON Associates Project: OF90-002.03 <br /> ti <br /> GENERAL INFORMATION <br /> 1.Site: A.Telchert&Son Inc. <br /> 2.Address (Figure 1): 103 North E Street <br /> City: Stockton State: CaAfomia Zip: <br /> 3. Monitoring Quarter. ❑ First ❑ Second Q Third ❑ 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 Joaquln County Public Health Services Telephone: (209)468-3420 <br /> 7. Secondary Agency: RWQCB, Central Valley Reglon 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 impacted <br /> soil remained.Soil vapor extraction piping was installed in the overexcavation.Ten groundwater monitoring wells(MW-1 <br /> through MW-5 and MW-9 through MW-13)have been installed to date.MW-1 was damaged and MW-2 was destroyed <br /> during overexcavation activities,MW-3 through MW-5 are currently dry,and MW-9 is obstructed 32 feet below the ground <br /> surface.A soil vapor extraction test was conducted; results indicate that soil vapor extraction is feasible for soil <br /> remediation. <br /> GROUNDWATER MONITORING DATA <br /> I. Monitoring Date: July 26, 1993 N <br /> 2. Field Measurements: See attached data forms. <br /> 3.Groundwater Flow Direction (Table 1 and Figure 1): 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,dl rection of flow was southeast. <br /> GROUNDWATER ANALYTICAL RESULTS <br /> 1.Groundwater Monitoring Well Sampling Frequency(by quell): All wells:quarterly. <br /> 2.Analytical Results: Summarized in Table 2;certified analytical reports attached. <br /> 3. Comments: Petroleum hydrocarbon concentrations detected are similar to historical analytical results. <br /> CONCLUSIONSIRECOMMENDATIONSICOMMENTS <br /> Continue quarterly groundwater monitoring;design,construct, and install soil vapor extraction system. <br /> Impacted soil cuttings generated during the Installation of monitoring wall MWA 3 were 11 remed ated and igpr ad on an <br /> unpaved portion of the site. It is our understanding that no furthee actiori'regardingsoil remediation is required and that <br /> the San Joaquin County Department of Public Health Services considers this issue closed. <br /> LIMrTATIONS <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: EMCON Associates <br /> Signature: �!� �_ � — Title: L,2,, (��Ste,A(r/ 56;7- Date: ] �3 <br /> Responsible Pa <br /> Signature: ,� � -- Title: Date: -�1"2 4-q3 <br />
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