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ARCHIVED REPORTS XR0009953
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540858
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ARCHIVED REPORTS XR0009953
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Last modified
8/1/2019 11:54:50 AM
Creation date
8/1/2019 10:54:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009953
RECORD_ID
PR0540858
PE
2960
FACILITY_ID
FA0023360
FACILITY_NAME
ARCO SERVICE STATION #2130
STREET_NUMBER
7906
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95210
CURRENT_STATUS
01
SITE_LOCATION
7906 N EL DORADO ST
QC Status
Approved
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1 <br /> 2MCOR Associates <br /> 1433 Noah Market Boulevard • Sacramento Cakfornia 95834-1943 • (916)928-3300 • Fox(916)928-3341 <br /> September 9, 1994 <br /> Project 0805-111 01 <br /> Mr Chuck Carmel Sip 3 �9�4 <br />' ARCO Products Company <br /> P O Box 5811 ENVIRONMENTAL.HEALTH <br /> San Mateo, California 94402 PERMITISERVICES <br />' Re <br /> Second Quarter 1994 Status Report for ARCO Products Company Service <br />' Station No 2130 at 7906 North E1 Dorado Street, Stockton California <br /> Dear Mr Carmel <br /> I <br />' At the request of ARCO Products Company (ARCO), EMCON Associates (EMCON) is <br /> conducting an environmental investigation at the subJect site (see Figure 1) We have <br /> prepared this status report on the work conducted during the second quarter 1994 <br /> GROUNDWATER MONITORING. SECOND QUARTER 1994 <br /> Groundwater Technology, Inc , (GTI) of Concord. California, was contracted by ARCO <br /> to conduct the field work at the site, GTI subsequently forwarded their field notes and the <br /> laboratory reports to EMCON Field work included measuring depths to water and <br /> collecting groundwater samples for subjective and laboratory analyses EMCON used <br /> these data to evaluate the direction and gradient of groundwater flow beneath the site <br />' On June 22, 1994 a technician tram GTI measured depths to water and collected <br /> groundwater samples troin wells MW-1 MW-2 MW-3, MW-4 MW-6 through MW-8, <br /> Iand MW-10 for subjective and laboratory analyses well MW-5 was inaccessible Floating <br /> product or product sheen was not noted in samples from the wells (see Table l) <br /> IThe wellhead elevations of the monitoring wells at the site were previously surveyed by <br /> Tom O Morrow The surveyed elevations and the depth-to-groundwater ineasuremerits, <br /> summarized in Table 1 were used to evaluate the potentiometric surface beneath the site <br /> The groundwater flow direction on June 22 1994 was to the east-southeast with a <br /> hydraulic gradient of 0 0(}2 (1"i *tire 2) The groundwater flow direction in t e past has <br /> -enerally been towards the southeast Groundwater elevation data are presented on <br /> Figure 2 and in Table I <br /> �A(/pj(N1X0N1XMl l 10 Ic.m v4 h�. 5 <br />
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