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2900 - Site Mitigation Program
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Last modified
11/7/2019 11:22:52 AM
Creation date
11/7/2019 11:20:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506374
PE
2960
FACILITY_ID
FA0007376
FACILITY_NAME
LUCKY STORE
STREET_NUMBER
610
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
610 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' • 0 <br /> r <br /> File No. 249947 20 May 1991 Page 6 <br /> ' Sand and grease traps. To investigate the soil conditions in the vicinity of the <br /> exposed sand traps, we attempted to excavate the traps, using a backhoe. <br /> ' 2.0 RESULTS OF INVESTIGATION <br /> ' 2.1 Site Conditions <br /> The field work was completed on 22 April 1991. Photographs of the results of this <br /> work are included as Appendix A of this report. <br /> ' Bus Building Anomalies. Two anomalies were noted in the geophysical survey, in <br /> the locations shown on Figure 3. For the purposes of this report, the southern <br /> anomoly, measuring approximately 8 by 21 feet shall be referred to as the 'large <br /> anomoly." The anomoly to the north, measuring approximately 4 by 10 feet, will <br /> be called the "small anomoly." <br /> The large and small anomalies were excavated using a John Deere Brand 310D <br /> rbackhoe. Both 12 and 18 inch buckets were used in the excavation work. <br /> Large anomaly. The larger anomaly was found to be a mechanic's pit. The pit, <br /> ' which was 4.5 feet deep, was constructed of eight inch thick walls of reinforced <br /> concrete (see photographs, Appendix A). A flight of concrete stairs was uncovered <br /> on the northern end of the pit. The pit was found to have been backfilled with soil <br /> ' and covered with a 4 inch layer of concrete. Some metal debris was found in the <br /> backfill material. The soil excavated from this area was notably more moist than <br /> soils from other portions of the site. This may be because the concrete floor of the <br /> ' pit did not allow for the drainage of water. A soil sample (S-1) was collected from <br /> the spoils excavated from this area. <br /> ' The mechanic's pit was narrower than the large anomoly noted in the geophysical <br /> study. The eastern edge of the pit was located approximately 2 feet west of the <br /> eastern edge of the large anomoly. This area was also excavated to a depth of 4.5 <br /> ' feet. No evidence of other buried items was encountered in the excavated soil from <br /> this area. A soil sample (S-2) was collected from the material excavated from this <br /> area. <br /> ' The mechanic's pit would have been located in the maintanence building, most <br /> likely near the building's center. Our information indicates that the tanks were <br /> ' located along the eastern edge of one of the two buildings. If the tanks were <br /> installed near the maintanence building, they would therefore have been located <br /> east of the large and small anamolies. That area was surveyed during the <br /> ' geophysical investigations; no evidence of tanks was uncovered. <br /> 1WDERSGN <br /> ' DDNSUL7ING <br /> GRDUP <br /> 0 <br />
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