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ARCHIVED REPORTS_XR0004165
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3500 - Local Oversight Program
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PR0545338
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ARCHIVED REPORTS_XR0004165
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Last modified
2/12/2020 10:27:36 AM
Creation date
2/12/2020 8:41:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004165
RECORD_ID
PR0545338
PE
3528
FACILITY_ID
FA0003803
FACILITY_NAME
KETTLEMAN CHEVRON
STREET_NUMBER
601
Direction
E
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04728006
CURRENT_STATUS
02
SITE_LOCATION
601 E KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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KEI-P91-0202 .QR1 <br /> May 4 , 1992 <br /> Page 7 <br /> turnun r, la—i,-H—by---Cate'y:materia, that generally extend to the <br /> maximumdeptYis exp'roed(Sto 8 feet below grade) , except for <br /> MW3, where an approximately 4 foot thick zone of sand was encoun- <br /> tered at about 81 to 85 feet below grade. Also, at the base of the <br /> relatively thick sequence of interbedded sand and silt is an <br /> approximately 2 to 5 foot thick zone of silty to well graded <br /> gravel, except at MW2, where an approximately 2 foot thick lens of <br /> poorly graded sand was encountered between the gravel and the clay <br /> materials. In addition, within the relatively thick sequence of <br /> sand and silt, an approximate 19 to 20 foot thick uninterrupted <br /> zone of sand was encountered that extends to a depth of about 61. 5 <br /> to 62 feet below grade across the site. Additionally, ground water <br /> was initially encountered during drilling activities within both <br /> sand and silt materials at approximately 4 . 5 to 5. 5 feet above the <br /> relatively consistent gravel bed discussed above. <br /> The results of our current subsurface study (the log of borings MW4 <br /> through MW9, EB1 and EB2) indicate that the subject site is <br /> underlain predominantly by interbedded silt and sand beds that <br /> appear to be at least locally lenticular (similar to our previous <br /> study) . Also, a relatively laterally consistent clay bed was <br /> encountered at depths ranging from 77 . 5 to 80 feet below grade (and <br /> which extends to a least the maximum depths explored) . <br /> ANALYTICAL RESULTS <br /> Ground water samples were analyzed at Sequoia Analytical Laboratory <br /> in Concord, California, and were accompanied by properly executed <br /> Chain of Custody documentation. The samples were analyzed for TPH <br /> as gasoline by EPA method 5030 in conjunction with modified 8015, <br /> and BTX&E by EPA method 8020. <br /> Analytical results of the ground water samples collected from <br /> monitoring wells MW1, MW3 , MW4, MW5, MW7, and MW8 indicated non- <br /> detectable levels of TPH as gasoline and BTX&E. Analytical results <br /> of the ground water samples collected from monitoring wells N- 2 <br /> �, and indicated levels of 5�� a_, s �so�lln� at concentrations <br /> of 180 ppb, 99 ppb, and 70 _pb, res ectively. B.e_nzen was detected <br /> in monitoring wells "MiJ2. MW:6 and' MW, at concentrations of 2 . 3 ppb, <br /> 0. 95 ppb, and 0. 57 ppb, respectively. The concentrations of TPH as <br /> gasoline and benzene detected in the ground water samples collected <br /> on April 7, 1992 , are shown on the attached Site Plan, Figure la. <br /> The results of the analyses are summarized in Table 2 . Copies of <br /> the analytical results and Chain of Custody documentation are <br /> attached to this report. <br />
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