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ARCHIVED REPORTS_XR0006616
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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YOSEMITE
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1012
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3500 - Local Oversight Program
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PR0545948
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ARCHIVED REPORTS_XR0006616
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Last modified
9/29/2020 10:22:59 PM
Creation date
8/5/2020 4:00:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006616
RECORD_ID
PR0545948
PE
3528
FACILITY_ID
FA0005159
FACILITY_NAME
FILL-EM FAST
STREET_NUMBER
1012
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21903024
CURRENT_STATUS
02
SITE_LOCATION
1012 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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10 Irj <br /> HYDRO <br /> ENVIRONMENTAL <br /> TECHNOLOGNS,INC. <br /> California-modified split spoon sampler, lined with brass tubes, was used to collect <br /> soil samples at five foot intervals The soil samples were labeled, documented on a <br /> chain-of-custody form, and placed in a cooler for transport to Trace Analysis <br /> Laboratory, Inc (Trace), located in Hayward, California Portions of the split spoon <br /> sample were retained for visual lithologic description by a HETI geologist using the <br /> Unified Soil Classification System, and for volatile organic headspace analysis using <br /> a Thermo-Environmental Model 580B Organic Vapor Meter (OVM) OVM readings <br /> are presented on the Soil Boring Log and Well Construction Diagrams in Appendix <br /> C Soil cuttings generated from drilling were wrapped in plastic and stored on-site, <br /> pending future removal <br /> One soil sample was selected from each boring for laboratory analysis. The sample <br /> selected was chosen either based on the highest OVM reading, or if hydrocarbons <br /> were not detected by the OVM, the sample which was collected directly above <br /> ground water was chosen Selected soil samples were analyzed for total petroleum <br /> hydrocarbons as gasoline (TPHg) by EPA Method 801.5 (modified), and benzene, <br /> toluene, ethylbenzene, and total xylenes (BTEX) by EPA Method 8020 <br /> 2.2 Monitoring Well Installation, Development and Survey <br /> On December 4, 1993, soil borings MW-7 and MW-8 were converted into two-inch <br /> diameter monitoring wells with the same designations Well locations are shown <br /> on Figure 2. On December 9, 1993, these monitoring wells were developed by a <br /> combination of surging and bailing. Following development, the elevation of the <br /> top-of-casing of all wells were surveyed relative to an existing benchmark <br /> 2.3 Ground Water Gauging, Sampling and Analysis <br /> All wells were gauged on December 9, 1993 Prior to sampling the newly installed <br /> wells, they were purged of a minimum of ten well volumes Well purging <br /> information is presented on the Purge/Sample Data Sheets in Appendix D <br /> Previously installed monitoring wells (MW-1, MW-2, MW-3, MW-4, MW-5 and <br /> MW-b) were sampled on September 15, 1993, by Associated Soils Analysis (ASA) <br /> r <br /> Following recovery of water levels to at least 80%Q of their static levels, ground water <br /> samples were collected from wells MW-7 and MW-8 using dedicated polyethylene <br /> bailers Samples were labeled, documented on a chain-of-custody form, and placed <br /> in a cooler for transport to Trace The ground water samples were analyzed for <br /> TPHg and BTEX by EPA Methods 8015 (modified) and 8020, respectively <br /> I ' <br /> I I I <br /> I I i I i l i <br /> i <br /> I !I <br /> k, 3 <br /> fE i <br /> ill ISI ( ii,li 'I lil I! '€Ili II�,k wt I I f�4 �I ` 'I I Illy I I,ix I I � II II i`II of I I` I I II I�l' ' Il <br />
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