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Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0505171
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Last modified
2/28/2020 1:50:21 PM
Creation date
2/28/2020 9:41:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0505171
PE
2950
FACILITY_ID
FA0000313
FACILITY_NAME
LODI FOOD & LIQUOR
STREET_NUMBER
1225
Direction
W
STREET_NAME
LOCKEFORD
STREET_TYPE
ST
City
LODI
Zip
95240
APN
03710002
CURRENT_STATUS
02
SITE_LOCATION
1225 W LOCKEFORD ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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ONSTRUCTION TESTING & ENGINEERING , INC. <br /> p 4V ESCONDIDO MODESTO <br /> L <br /> ENGINEERING, INC. <br /> July 29, 1994 <br /> Lodi Food and Liquor <br /> 1225 West Lockford Street <br /> Lodi, CA 95240 <br /> Attention: Mr. Americk Singh <br /> Subject: Update Letter <br /> Lodi Food and Liquor <br /> 1225 West Lockford Street <br /> Lodi, California <br /> Dear Mr. Singh: <br /> This letter is to inform you of the completion of the field work and of the laboratory <br /> testing results for the additional soil boring (B-8) completed for the above <br /> referenced site. The prior limited subsurface investigation completed on June 15, <br /> 1994, found non-detectable levels of total petroleum hydrocarbons - gasoline (TPH- <br /> G) and benzene, toluene, ethylbenzene, and xylenes (BTEX) in all seven borings, <br /> with the exception of B-2 where TPH-G was detected at 11 parts per million (ppm) <br /> at 21 feet. The purpose of B-8 was to confirm the presence or absence of TPH-G in <br /> the subsurface soils and to determine if benzene, toluene, ethylbenzene, and <br /> xylenes had migrated to greater depths then originally explored. <br /> Field Investigation <br /> On July 13, 1994, CTE personnel were onsite to conduct the additional subsurface <br /> investigation. One six-inch soil boring was advanced to a depth of 43 feet below <br /> ground surface using a hollow-stem auger B-61 drill rig. B-8 was located <br /> approximately five feet to the west and two feet to the north of B-2. A figure is <br /> included showing the approximate location of B-8. Soil samples were collected at 21, <br /> 31, 41 and 42.5 feet, using a 2-inch interior diameter split spoon sampler containing <br /> 6-inch brass sleeves. The sampler was driven into the soil approximately 18 inches <br /> using a 140-pound hammer dropped repeatedly from a height of 30 inches. <br /> The samples were removed from the sampler, the ends covered with aluminum foil, <br /> capped, and sealed with duct tape. All soil samples were labeled and placed into cold <br /> storage. The appropriate chain-of-custody forms were completed and a total of four <br /> soil samples were shipped to Precision Environmental Laboratories, a California State <br /> certified laboratory located in Orange, California, for analysis. <br /> GEOTECHNICAL& CONSTRUCTION ENGINEERING TES"LING & INSPEC'T'ION <br /> 2414 VINEYARD AVENUE SL71TE G FSCONDIDO, CA 92029(619)746-4955 FAX (619)746-9806 <br /> 3540 OAKDALE ROAD \101)Fs-ro, CA 95355 (209)551.2271 FAX (209)551-3593 <br />
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