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ARCHIVED REPORTS_XR0002342
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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G
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GRANT LINE
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275
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3500 - Local Oversight Program
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PR0545196
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ARCHIVED REPORTS_XR0002342
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Entry Properties
Last modified
1/23/2020 3:57:22 PM
Creation date
1/23/2020 3:44:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002342
RECORD_ID
PR0545196
PE
3528
FACILITY_ID
FA0005840
FACILITY_NAME
STEVE RENTELS
STREET_NUMBER
275
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
275 E GRANT LINE RD
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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1 <br /> beneath was saturated, dense , light-brown silty clay <br /> Groundwater was encountered at approximately 8 5 feet . <br /> The soil profile encountered while advancing boring SBR-2 <br /> ' consisted of 3 inches of asphalt underlain by inorganic , <br /> moist , greenish-gray clay exhibiting an odor consistent <br /> with that of oil to 1 foot . Slightly moist , inorganic <br /> ' dark-colored clay exhibiting a slight odor of oil odor was <br /> present to 2 feet . This was underlain by slightly moist , <br /> plastic , inorganic light-brown clay to approximately 4 <br /> feet . Moist , plastic , inorganic dark-brown clay was <br /> ' encountered between approximately 4 and 7 feet . Beneath <br /> this layer was moist , plastic , brown inorganic clay with <br /> olive-colored streaks to approximately 8 5 feet . <br /> ' Inorganic , saturated, plastic olive-colored clay exhibiting <br /> a very strong odor consistent with gasoline was present <br /> between 8 . 5 and 9 feet <br /> ' The soil profile encountered while advancing boring SBR-3 <br /> consisted of 3 inches of asphalt underlain by sand and <br /> gravelly fill to 1 foot Dark olive-colored sandy clay was <br /> present at 3 feet , becoming light olive-brown at 6 at 3 <br /> feet , and olive at 8 ft The soil was damp at 3 ft , dry at <br /> 6 ft , and very moist at 8 feet . Soils were stiff between <br /> approximately 1 ft and 5 ft , very staff at 6 ft , and soft <br /> at 8 ft Strong odor, consistent with that of fuel <br /> hydrocarbons , was noted in the sample acquired at 8 feet <br /> 303 parts per million (ppm) combustible vapors were also <br /> t present an this sample . Groundwater was encountered at <br /> approximately 9 feet An odor , also consistent with that <br /> of fuel hydrocarbons , was also present in the moderately <br /> ' turbid grab water sample acquired from SBR-3 <br /> I <br /> The soil profile encountered while advancing boring SBR-4 <br /> consisted of 3 inches of asphalt underlain by sand and <br /> ' gravelly fill to 1 foot Black sandy to silty clay was <br /> present at 3 feet , becoming olive-gray at 6 feet . The soil <br /> was damp at 3 ft and 6 ft . Soils were stiff between <br /> ' approximately 1 ft and 5 ft , and very stiff at 6 ft <br /> Medium to slight hydrocarbon-like odor was present between <br /> 1 and 7 5 feet 10 parts per million (ppm) combustible <br /> ' vapors were also present at 3 feet and 1 . 7 ppm vapors were <br /> present at 6 feet . olive-yellow clayey sand was <br /> encountered between approximately 7 . 5 feet and 10 feet . <br /> This sand contained approximately 10% clay and was fine <br /> ' well sorted, subrounded, and medium dense . No hydrocarbon- <br /> like odor was present in this layer Groundwater was <br /> encountered at approximately 8 feet The moderately turbid <br /> grab water sample acquired from SBR-4 was odor free . <br /> r <br /> The soil profile encountered while advancing boring SBR-5 <br /> 1 consisted of 3 inches of asphalt underlain by sand and <br /> gravelly fill to 1 foot olive-brown sandy clay was <br /> ' Page 5 <br /> E <br />
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