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ARCHIVED REPORTS_XR0005017
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507952
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ARCHIVED REPORTS_XR0005017
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Entry Properties
Last modified
9/16/2020 2:11:40 AM
Creation date
3/17/2020 2:00:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005017
RECORD_ID
PR0507952
PE
2950
FACILITY_ID
FA0007846
FACILITY_NAME
OLYMPIAN CFN
STREET_NUMBER
983
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22115006
CURRENT_STATUS
01
SITE_LOCATION
983 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' 21 March 2001 <br /> ' AGE-NC Project No. 98-0432 <br /> Page 2 of 5 <br /> sleeves were labeled and placed in a chilled container. <br /> Following collection of soil samples from each boring, a water sampling assembly equipped with <br /> ' a slotted PVC screen was advanced to the bottom of the soil boring and a grab water sample <br /> collected utilizing a modified Teflon tube bailer constructed with a new Teflon tubing section and <br /> a base check valve. Each grab water sample was transferred into three 40-ml EPA-approved volatile <br /> ' • organic analysis (VOA)vials containing 0.5 ml 18% hydrochloric acid as a sample preservative and <br /> into a 1-liter amber container without a preservative. <br /> All probing rods;sampling tools and sample liners used for sample collection were thoroughly rinsed <br /> with clean water after washing with a solution of Alconox prior to each sampling run. Following the <br /> sampling of the soil borings, neat portland cement slurry was placed into each soil boring using a <br /> ' . tremmie pipe. The soil borings were then filled to the surface with the slurry to ensure grout <br /> penetration. <br /> 2.2. LOGGING <br /> Soil was extruded from a duplicate soil sleeve and screened for the presence of organic vapor using <br /> an. organic vapor meter (OVM) equipped with a photo-ionization detector (PID: Thermo <br /> Environmental 580A, 10.0 eV, calibrated to isobutylene); the readings were recorded on the boring <br /> ' log. The soil was then visually described in accordance with.the Unified Soil Classification System <br /> (see Appendix A). <br /> 2.3. LABORATORY ANALYSES OF SAMPLES <br /> ' Selected soil samples and grab, water samples were transported under chain-of-custody, to <br /> McCampbell Analytical Laboratory(MAI)in Pacheco,California,a California Department of Health <br /> ' Services (CA DHS)-certified analytical laboratory. The samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> ' accordance with EPA Method 8015 Modified, <br /> • Volatile aromatic hydrocarbons - benzene, toluene, ethylbenzene and total xylenes(BTEX) <br /> ' in accordance with EPA Method 8020; and <br /> • Oxygenated fuel additive compounds - di-isopropyl ether (DIPS), ethyl tertiary-butyl ether <br /> (ETBE), MTBE, tertiary-amyl methyl ether(TAME) and tertiary butanol (TBA), methanol, <br /> ' ethanol, ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with. . <br /> EPA Method 8260, respectively. <br /> 1 <br />
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