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2900 - Site Mitigation Program
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PR0009025
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Last modified
5/19/2021 2:51:15 PM
Creation date
5/19/2021 12:24:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009025
PE
2960
FACILITY_ID
FA0004055
FACILITY_NAME
LATHROP GAS DEHYDRATOR
STREET_NUMBER
13751
Direction
S
STREET_NAME
WILLOW GLEN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
19105010
CURRENT_STATUS
01
SITE_LOCATION
13751 S WILLOW GLEN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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moisture and consistency(in relative terms), and estimated degree of hydrocarbon content(PID <br /> measurements). Logs of the borings are presented in Appendix A. <br /> Selected soil samples from each borehole were submitted to a State of California-certified analytical <br /> laboratory(Chromalab, San Ramon) for chemical analyses. The soil samples were analyzed for total <br /> petroleum hydrocarbons as gasoline(TPH-G)by EPA Method 5030/8015,total petroleum hydrocarbons as <br /> diesel, kerosene and motor oil (TPH-D, TPH-K, and TPH-MO)by EPA Method 3550/8015,total oil and <br /> grease by Standard Method 5520 E&F, and benzene,toluene, ethylbenzene and xylenes (BTEX)by EPA <br /> Method 8020. <br /> TEMPORARY MONITORING WELLS AND GROUNDWATER GRAB SAMPLING <br /> Each borehole was completed as a temporary well (except B-1 which was completed as groundwater <br /> monitoring well MW-1) in order to facilitate the collection of groundwater samples for laboratory analyses, <br /> and to enable depth to water measurements to determine groundwater flow direction. The temporary wells <br /> were constructed by inserting pre-cleaned, 2-inch diameter, Schedule 40 PVC well screen and casing into <br /> the borehole prior to pulling the augers. A filter sock was placed over the well screen to control turbidity in <br /> the groundwater samples. After the augers were removed from the borehole,the top-of-casing elevations <br /> were surveyed to an existing benchmark (Geodetic Survey Hub No. W474 located at the west end of the <br /> Middle River bridge) in order to establish an elevation control point for depth to water measurements. <br /> Depth to water measurements were made in each temporary well after the water levels stabilized using a <br /> steel tape and chalk(accurate to 0.01 ft), and the water level measurements were subsequently converted to <br /> elevations. After water level measurements were completed in each of the temporary wells, approximately <br /> 2 to 3 well volumes of water were purged from the wells and groundwater samples were collected. A new <br /> bailer and bailer line was used for each temporary well. The groundwater samples were transferred from <br /> the bailer into two appropriately prepared 40-m1 volatile organic analysis (VOA)vials with caps having <br /> Teflon septums and one 1-1 amber bottle equipped with a Teflon-lined cap. Care was taken to avoid <br /> turbulence when transferring the water from the bailer to the containers. The containers were filled so that <br /> no air bubbles were present and were then placed in a cooler containing ice and chilled to less than 4°C. <br /> Each sample was labeled with the borehole identification information,the date of sample collection,the <br /> requested chemical analyses, and the initials of the sampling personnel. <br /> The water samples from each temporary well were submitted to a State of California-certified analytical <br /> laboratory (Chromalab, San Ramon) on November 25, 1992. The samples were analyzed for total <br /> petroleum hydrocarbons as gasoline(TPH-G) by EPA Method 5030/8015,total extractable petroleum <br /> cca/08/18/93/9449arpt.doc/mkn4 5-3 <br />
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