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ARCHIVED REPORTS XR0000982
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544147
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ARCHIVED REPORTS XR0000982
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Last modified
2/14/2019 2:41:36 PM
Creation date
2/14/2019 1:23:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000982
RECORD_ID
PR0544147
PE
3526
FACILITY_ID
FA0004522
FACILITY_NAME
SKIPS SERVICE STATION
STREET_NUMBER
300
Direction
S
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
14909501
CURRENT_STATUS
02
SITE_LOCATION
300 S CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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'-41w- TA N i M, HcAL111 FOOTHILL <br /> ENGINEERING <br /> CREEK LANE LC1. <br /> 97 FEB 28 PM 1: 48 12pH. 20p)Dsbs-9-%St FAX C2M p367-1163 <br /> CA 95240 <br /> Mr. Ronald Rowe February 26, 1997 <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br /> P. O. Box 389 <br /> Stockton, CA 95201 <br /> Site Code-91038 <br /> Subject: Michael D. & Sharon Olivarez, 300 S. California St. Stockton, Ca. <br /> Monitoring Well Information and Results of Sample Analytical Testing <br /> Dear Mr. Rowe, <br /> On 1124197, Del Tech Geotechnical Support Services under the direction of Foothill Engineering, <br /> secured water samples from the monitoring wells on the above stated property. All monitoring wells <br /> were in good condition and samples were taken using the standard recommended procedures. Please <br /> note: During the sampling of the monitoring on this site, the operator used well identifications <br /> different than the numbering that was originally assigned to each well. The author has correct the <br /> numbering back to the original method (see the Chain of Custody map attached). <br /> FINDINGS <br /> MW-1 showed no evidence of a free product on the groundwater surface but had a light sheen. MW- <br /> 1 and MW-2 groundwater samples produced lower levels of TPHg than previous samples. MW-3 <br /> showed higher levels of TPHg than previous samples (see summary of sample analysis attached). All <br /> monitoring wells showed higher groundwater elevations than previously recorded. The groundwater <br /> hydraulic gradient was lower than previously recorded ( S=.02 vs. S=.007), with the slope in the <br /> south direction. This is a near 90 degree change from the last sample with groundwater elevations <br /> nearly two feet higher. <br /> CONCLUSIONS <br /> The groundwater elevation in all of the wells is much higher, which may account for the lower levels <br /> of TPHg. The change hydraulic gradient would account for the higher levels of TPHg in MW-3. Very <br /> high precipitation this year may be responsible for the higher groundwater elevations and the change <br /> in flow direction. <br /> RECOMMENDATIONS <br /> Due to the inconsistent results from the enclosed samples, it is recommended that further definition <br /> of the contaminated area wait until the results are consistent. <br /> Please review the enclosed data, and if you have any questions contact this office. <br /> Respectfully submitted, <br /> Qe,4FE4 8/{1,t,`' <br /> Foot ngl g � a� ;�-`. <br /> r 4 97r 9-L <br /> in Ri n , P <br /> cc: OlivarezT; <br />
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