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3500 - Local Oversight Program
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PR0545431
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Last modified
3/9/2020 3:15:11 PM
Creation date
3/9/2020 11:52:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545431
PE
3528
FACILITY_ID
FA0005191
FACILITY_NAME
FULLER MOBILE HOME PARK
STREET_NUMBER
365
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19627022
CURRENT_STATUS
02
SITE_LOCATION
365 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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Fuller Mobile Home Park <br /> '365 East Louuse Avenue,Lathrop, California September 6, 1994 <br /> :Phase HAdditional Site Characterization Page. 2 <br /> Soil i <br /> 3L'9Z ani B <br /> IIIyg1kg <br /> T. EX Gas Diesel <br /> /I�'92.: 1k /k /k m /k mg/kg <br /> r' X <br /> B-1-5 ND T11 ND ND ND ND ND <br /> B-1-12.5 1,600 `M 630 5,300 20,000 240 .� 240 <br /> B-2-5 ND .q� ND ND ND ND ,1 ND <br /> B-2-12._5 7.9 38 38 56 -17 it ND <br /> B-3-5 ND gip. ND ND ND ND ND <br /> B-3-12.5 ND Np 13 32 240 ND 0 1,400 <br /> B-4-5 ND 11[ ND I ND ND ND II ND <br /> B-4-12.S 110 11� 5.0 1 85 430 ND J� ND <br /> II i1 <br /> 1119�SI93 �i�M <br /> MW-1-5 ND SII ND ND ND ND ,N ND <br /> MW-1-10 ND 11420.2 2,727 4,827 865 11 27.1 <br /> MW-2-5 ND Ill. ND ND ND 7.58 !j. ND <br /> MW-2-10 ND IIS ND 312.5 373.8 104.8 ':! _ 7.28 <br /> MW-3-5 ND Ili ND ND ND ND 1� ND <br /> MW-3-10 ND 'f I' ND 317.9 1 732.7 42.83 0� 59.5 <br /> I <br /> is 18 inches with three 6-inch brass <br /> The actual sampling interval of the split spoon sampler <br /> !tubes. The laboratory sample is 'taken from the bottom tube to minimize any,contamination <br /> ;from previous intervals whose soil may have sloughed to the bottom of the hole_ Therefore, <br /> soil contamination may actually be"Ilimited to an area around the former tank site, and the bulk <br /> of the fuel that leaked from the tanks is,in the groundwater. <br /> The water table was approximately 10:feet below ground level as the wells werke being drilled <br /> (Nov. 17 & 18th, 1993). Subsequent water levels after development and before sampling <br /> recorded water levels in the vicinity:of 11 feet below ground level. MW-3 has a protective <br /> 'steel casing installed approximately 2.5' above ground level and gives misleading "depth to <br /> 'water" readings. The maximum groundwater elevation variation across the site is <br /> 0.05 feet. <br /> After the wells were surveyed, a groundwater gradient of 0.0012 ft.lft was calculated at N 52 <br /> degrees E(Appendix A). <br /> d <br /> � HpHI <br /> 1 <br />
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