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ARCHIVED REPORTS_XR0011662
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545046
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ARCHIVED REPORTS_XR0011662
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Last modified
12/10/2019 6:17:08 PM
Creation date
12/10/2019 4:44:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011662
RECORD_ID
PR0545046
PE
3528
FACILITY_ID
FA0003700
FACILITY_NAME
CITY OF STOCKTON FIRE STATION #3
STREET_NUMBER
1116
Direction
E
STREET_NAME
FIRST
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16903006
CURRENT_STATUS
02
SITE_LOCATION
1116 E FIRST ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i' <br /> 20 October 1998 <br /> �.,.i AGE-NC Project No. 98-0470 <br /> Page 3 of 7 <br /> custody to McCampbell Analytical, Inc. (MAI) in Pacheco, California. Selected soil samples were <br /> analyzed in accordance with: <br /> EPA Method 8015m for total petroleum hydrocarbons quantified as gasoline(TPH-g), <br /> • EPA Method 8020 for volatile aromatic compounds (benzene, toluene, ethylbenzene and <br /> total xylenes: BTEX) and methyl tertiary butyl ether(MTBE) <br /> • EPA Method 8260m.for di-isopropyl ether(DIPE),ethyl tertiary butyl ether(ETBE),methyl <br /> tertiary butyl ether(MTBE), tertiary amyl methyl ether(TAME) and tertiary butyl alcohol <br /> (TBA).-= <br /> 3.2. SOIL DESCRIPTION AND LOGGING <br /> Soil was,extruded from the second brass sleeve and screened for the presence of organic vapor using <br /> 1W. an organic vapor meter equipped with a photo-ionization detector (PID: Thermo Environmental <br /> r 580A, 10.0 eV,calibrated to isobutylene),and the readings were recorded on the boring log. The soil <br /> was described in accordance with the Unified Soil Classification System. A typical vertical soil <br /> profile is depicted_in Appendix A. <br /> 3.3. WELL COMPLETION <br /> Boring MW-1 was completed as a ground water monitoring well. The-'well was completed using 2- <br /> inch diameter schedule 40 PVC casing with 0.02-inch slotted screen from approximately 45 to 65 <br /> feet bsg. A filter pack was installed using#2 Lonestar sand from 43 to.65 feet. Bentonite chips were' <br /> used to make a two-foot plug and the remaining annular-space was backfilled to the surface with <br /> portland cement. A traffic-rated well box (8-inch diameter) was installed over each well, in <br /> accordance with County regulations. Monitoring well construction details are also included in(are . <br /> depicted in)the boring log (Appendix A). <br /> 3.4. WELL DEVELOPMENT <br /> On 24 July 1998,a Solinst water level meter was used to measure the depth to ground water in the <br /> well relative to the top of the well casing. After the ground water depth measurement was collected, <br /> monitoring well MW-1 was purged and developed using a Grundfos stainless steel submersible <br /> pump. Approximately 16 gallons of water were evacuated from the well. Temperature, pH and <br /> conductivity were measured at 2-gallon intervals using an ICM mode152200 water analyzer. <br /> Advanced GeoEnvironmental,Inc. <br />
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