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ARCHIVED REPORTS XR0000255
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000255
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Entry Properties
Last modified
2/5/2019 2:31:33 PM
Creation date
2/5/2019 1:24:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000255
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
Tags
EHD - Public
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cc,., roi raa lc U, a 1 ca <br /> Stockton Maintenance Station, Stockton, California Project No 400296-01 <br /> ferred into labeled, reconditioned 55-gallon drums The drums were left on-site to be <br /> maintained by Caltrans <br /> 43 Laboratory Analysis <br /> The groundwater samples were submitted for analysis to AL, a State of California-certified <br /> hazardous waste analytical laboratory Samples were analyzed for TPH-G and TPH-D, using <br /> method EPA 8015 (modified) Samples were analyzed for BTEX, methyl tertiary-butyl ether <br /> (MTBE), tertiary-amyl-methyl ether (TAME), isopropyl ether (DIPE), tertiary butyl (TBA), <br /> ethyl-tertiary-butyl ether (ETBE), and volatile organic compounds (VOCs) using method <br /> EPA 8260B A summary of the past and present laboratory results for the groundwater sam- <br /> ples is presented in Table 1 Copies of laboratory results and chain-of-custody documents are <br /> included in Appendix B <br /> 5 SUMMARY AND CONCLUSIONS <br /> Ninyo & Moore measured depth-to-groundwater and sampled fourteen wells at the site on Sep- <br /> tember 13, 2000 Groundwater elevation data indicates that the groundwater flows to the east <br /> beneath the site with a hydraulic gradient of 0 002 feet per foot Comparatively, groundwater <br /> levels taken during the last monitoring event in June 2000 indicate flow direction east beneath <br /> the site with a hydraulic gradient of 0 004 feet per foot Groundwater elevation has decreased in <br /> all of the on-site wells since the last monitoring event Groundwater elevations have decreased in <br /> monitoring well MW-1 by 2 94 ft , MW-2 by 2 93 ft , MW-3 by 2 92 fl , MNV-4 by 2 92 ft , MW- <br /> 5 by 2 94 ft, MW-6 by 2 88 ft , MW-7 by 2 93 ft , MW-8 by 2 91 ft , MW-9 by 2 92 ft , MW-10 <br /> by 2 94 ft , MW-11 by 2 93 ft , MW-12 by 2 90 ft , VW-1 by 2 90 ft and VW-2 by 3 23 ft , re- <br /> spectively <br /> Laboratory analytical data has indicated changes in many of the compounds analyzed in samples <br /> taken from ,,arious wells on site since the June 2000 monitoring event <br /> In well MW-2 Benzene concentrations increased from non-detectable levels to 6 8 µg/1 <br /> 0290 01 r SW,ktan Fail IQ 000 doc 4 �b ro 0,®u I <br />
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