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PR0544300
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
4/2/2019 4:12:50 PM
Creation date
4/2/2019 3:23:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544300
PE
3528
FACILITY_ID
FA0003855
FACILITY_NAME
TESORO (SHELL) 68153
STREET_NUMBER
2448
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
05814001
CURRENT_STATUS
02
SITE_LOCATION
2448 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' f <br /> . Mr. Ron Valinati <br /> December 9, 1985 <br /> Page Two <br /> 1 . The "actual" laboratory results of the. water analysis <br /> from MW#11 , rMW#12, MW#14 .and M1015 are enclosed as <br /> Attachment A: There were no iridications .of soil con- <br /> tamination in MW#14 and MW#15 until the unconfined <br /> groundwater table was encountered, therefore, no soil <br /> samples were forwarded for laboratory analysis. Also, <br /> MW#11 , MW#12, MW#14 and MW#15 were installed prior to <br /> the August 15, 1985 meeting. <br /> I <br /> 2. The "actual" laboratory re5uln of the soil and water <br /> analyses .from MW.#16, MW#17 and MW#18 are enclosed as <br /> Attachment B. <br /> 3. A Facility Permit/Waste Discharge application was filed <br /> with the Central Valley Region2l W.Q.C.B. on November 4, <br /> 1985. A copy of that application is enclosed as Attach- <br /> ment C. <br /> 4. The "actual" analysis results from the separatoreffIuent, <br /> the depression pump discharge, and the air stripping <br /> tower discharge are included as Attachment D. The <br /> volume of fuel recovered to date is approximately 25 <br /> gallons and the pumping rate of the groundwater depression <br /> pump is 10,600 gpd (gallons per day) on the average with <br /> a maximumpump capacity of 25,728 gpd. . <br /> 5. A plan to address the excess water effluent from the <br /> recovery system is included in the Waste Discharge <br /> application in Attachment C. <br /> 6. The "actual" water analysis results from the onsite <br /> domestic well are included in Pttachment .D as water <br /> faucet. <br /> i <br /> 7. A draft copy of a well log. sea ch performed by I .T. <br /> Corporation is provided along iAlth a well location <br /> map in Attachment E. Mr. Eleu erio Franco, ' Jr. of <br /> the San Joaquin County Flood Control & Water Conser- <br /> vation District was contacted as you directed to deter- <br /> mine the water gradient and the water table fluctuation <br /> from the wells within a one 'mH a radius of the Fast Gas <br /> station. Enclosed as Attachment F is a map of San <br /> Joaquin County illustrating the unconf=ined and semi- <br /> confined groundwater table elevations as of the fall <br /> of 1984. According to the Lodi South Quadrangte' , for- <br /> warded to your office on October 24, 1985, the station <br /> is between 30 and 35 feet above sea level . Therefore, <br /> the unconfined groundwater table is located between <br /> 40 and 45 feet below the surface of the station and <br /> the direction.of flow is generally to the south. The <br /> groundwater table encountered at the station is uncon- <br /> fined and is influenced by the unsealed domestic and <br /> irrigation wells near the site. <br /> i <br />
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