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COMPLIANCE INFO_2007-2009
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0507837
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COMPLIANCE INFO_2007-2009
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Last modified
2/21/2024 4:41:40 PM
Creation date
6/3/2020 9:59:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2007-2009
RECORD_ID
PR0507837
PE
2361
FACILITY_ID
FA0008057
FACILITY_NAME
TRACY TRUCK AND AUTO STOP
STREET_NUMBER
3940
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95304
APN
21220004
CURRENT_STATUS
01
SITE_LOCATION
3940 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0507837_3940 N TRACY_2007-2009.tif
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EHD - Public
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17 February 2009 <br /> AGE-NC Project No. 04-1173 <br /> Page 2 of 4 <br /> PRE-FIELD WORK TASKS <br /> A health and safety plan will be prepared in accordance with Occupational Safety and Health <br /> Guidance Manual for Hazardous Waste Site Activities (National Institute for Occupational Safety <br /> and Health Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, 1985). <br /> Prior to mobilization,the area of excavation will be clearly marked and a utility clearance obtained <br /> through Underground Service Alert. <br /> GEOPROBE SOIL SAMPLER ADVANCEMENT <br /> Prior to advancement, the concrete will be cored or cut at each proposed sample location to allow <br /> access to the native material beneath the dispensers. After coring, a 1.5-inch Geoprobe® soil <br /> sampling assembly will be attached to 1.25-inch probing rods and hand-driven at a pre-determined <br /> angle through gravel until native material is reached approximately directly beneath each diesel <br /> dispenser island. <br /> It is anticipated that an approximate 41 degree angle will be required to safely advance the sampler <br /> assembly beneath diesel dispenser numbers 10 through 15 and 17 to a depth of approximately 3.5 <br /> feet below surface grade (bsg) (Figure 4) and an approximate 17 degree angle for diesel dispenser <br /> number 16 to a depth of approximately 3.6 feet bsg(Figure 5). The angle will be determined using <br /> an inclinometer. <br /> Upon reaching native soil,the probing rods and sampler assembly will be hammered by hand with <br /> a sledge hammer to the target depth. <br /> SOIL SAMPLING COLLECTION AND ANALYSIS <br /> One soil sample will be collected from each sample location B-10 through B-15 and B-17 at a depth <br /> of approximately 3.5 feet bsg. The sample collected from location B-16 will be collected from <br /> approximately 3.6 feet bsg. Samples will be collected using a 1.5-inch Geoprobe® soil sampling <br /> assembly loaded with four six-inch stainless steel sleeves.Upon sample retrieval,the ends of the full <br /> soil sleeve will be covered with Teflon sheets, capped and sealed with tape. <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice and <br /> transported under chain-of-custody procedure to a California Department of Public Health-certified <br /> laboratory. Each sample will be analyzed for the following: 9q,;' <br /> • Total petroleum hydrocarbons quantified as diesel by EPA Method 8015 Modified. <br /> Advanced GeoEnvironmental,Inc. <br />
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