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ARCHIVED REPORTS XR0012691
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3500 - Local Oversight Program
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PR0544798
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ARCHIVED REPORTS XR0012691
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Last modified
11/19/2024 10:19:10 AM
Creation date
9/3/2019 3:13:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012691
RECORD_ID
PR0544798
PE
3528
FACILITY_ID
FA0010953
FACILITY_NAME
BIG O TIRES
STREET_NUMBER
1129
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23229068
CURRENT_STATUS
02
SITE_LOCATION
1129 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Robert Burick <br /> Granite Construction Company <br /> October 18,1989 <br /> Page t <br /> However,on 19 July 1989 the groundwater flow beating was towards i:'ie west. Regional ground <br /> water flow in the Tracy area is generally to the north. It is believed that leakage from the <br /> underground irrigation pipe on the north side of the property probably accounted for the <br /> southward flow. However,it has been observed that the irrigation pipe is not used on a <br /> continual basis. When the pipeline is not in use,the groundwater gradient should xelurn to <br /> normal,which could account for the westward swing in the gradient in Juiy 1939. <br /> If our interpretation of groundwater gradient is correct and the leaking irrigation pipeline has <br /> influence-:the local groundwater flow,the flow directian should change during the off season <br /> (October through March). In this event,groundwater sh;)uld resume a northerly flow direction. <br /> The significance of this is that a southerly groundwater flow could move the hydrocarbons <br /> ' away from the wells during the summer and that a northerly flow direction should move the <br /> a plume back into the area of influence of the wells during the winter months. Further <br /> t? groundwater monitoring may help clarify this interpretation. <br /> U-oratory analyses of water from the monitoring wells sampled on 19 and 28 June 1989 showed <br /> ' that BTX&E and gasoline were not detected. Analytical data sheets for the three wells are <br /> enclosed. This can be interpreted as the hydrocarbons present in the groundwater in 1987 have <br /> been oxidized or have undergone biodegradation and are no longer present. Another <br /> interpretatirm is that the hydrocarbons may have migrated away from the wells and were just <br /> not detected. Further groundwater monitoring may help clarify this issue. <br /> f fes Recommendations <br /> Geolcw xcal Technics proposes the following course of action to further characterize the site and <br /> to evaluate if ground water contamination is no longer present or if migration may have <br /> 3 <br /> temporarily moved the hydrocarbons away from the monitoring well. <br /> The recommendations are: <br /> /1. To perform ground water level measurements and gradient calculations on a quarterly <br /> basis for one year. <br /> 2. To monitor ground water fur the presence of petroleum hydrocarbons on a quarterly basis <br /> for a period of one year. The three existing wells will be purged by pumping a minimum <br /> of 5 well volumes before a sample is collected. One well volume is equivalent to the <br /> amount of water contained in the well casing and in the pore spaces of the filter pack. <br /> Samples will be analyzed at a state certified lab for TPH-gasoline by method 5030 <br /> (detection limits are 0.5 mg/1)and for aromatic hydrocarbons by method 8020(detection <br /> Iimits range from 0.3 to 0.5 pg/1. <br /> 3. To submit quarterly ground water gradient calculation and lab analytical data to the <br /> regulatory agents. <br /> 4. To review the data after one year,evaluating the condition of the site and determining <br /> a future course of action. <br /> 1: <br />
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