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3500 - Local Oversight Program
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PR0544300
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Last modified
4/2/2019 3:33:52 PM
Creation date
4/2/2019 3:20:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
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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Delta <br /> �. Environmental <br /> Consultants, Inc. <br /> 3300 Data Drive,Suite 100 <br /> Rancho Cordova,CA 95670 t <br /> 916/638-2085 <br /> FAX:916/638-8385 <br /> MAR 2 0 1991= <br /> EN'✓fn pN� <br /> March 12, 1991 p� MIT SERV C� rkj <br /> Ms. Eleanor Ratliff <br /> San Joaquin County Local Health District <br /> Environmental Health Division <br /> P.O. Box 2009 <br /> Stockton, California 95201 <br /> Subject: Work Plan For Well Abandonment <br /> Beacon Station No. 696 <br /> 2448 West Kettleman Lane, Lodi, Califon iia <br /> Delta Project No. 40-90-839 <br /> Dear Ms Ratliff: <br /> Delta Environmental Consultants,Inc. (Delta),is conducting a hydrogeologic investigation for Ultramar <br /> Inc. (Ultramar),at 2448 West Kettleman Lane,Lodi,San Joaquin County,California. The investigation <br /> is intended to evaluate the extent of petroleum hydrocarbons present in the soil and ground water <br /> beneath the site. <br /> As a result of investigative work performed by previous consultants since 1985, a total of 33 monitoring <br /> and soil vapor recovery wells have been installed at thJ site. Delta has been requested by Ultramar to <br /> properly abandon eight monitoring wells which do not contain water and have been vapor-tested and <br /> shown to not be useful for soil vapor extraction. The locations of these eight wells are shown in the <br /> enclosed Generalized Site Map and include monitoring wells MW-16R, MW-17R, MW-18R, MW-22, <br /> MW-29, MW-30, MW-31, and MW-33. <br /> The property on which these wells are located is sch uled for development as a commercial retail <br /> shopping center. The development of this property will inimize the potential for infiltration of surface <br /> water into the upper aquifer zone. The site is schedulec to be graded and will be engineered to provide <br /> for surface runoff to be channeled into storm drains. lit addition, asphalt, concrete, and structures will <br /> cover a large percentage of the surface in the vicinity c f these wells forming an impermeable cap that <br /> will prevent downward percolation of water. <br />
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