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ARCHIVED REPORTS XR0001336
Environmental Health - Public
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EHD Program Facility Records by Street Name
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C
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1201
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3500 - Local Oversight Program
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PR0544188
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ARCHIVED REPORTS XR0001336
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Last modified
2/27/2019 1:49:41 PM
Creation date
2/27/2019 11:32:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001336
RECORD_ID
PR0544188
PE
3526
FACILITY_ID
FA0006698
FACILITY_NAME
FERNANDOS PLACE
STREET_NUMBER
1201
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14716003
CURRENT_STATUS
02
SITE_LOCATION
1201 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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E <br />' 23 June 2003 <br /> AGE-NC Project No 00-0769 <br />' Page 2 of 13 <br /> • <br /> Borings MW-4 and MW-5 were advanced to 200 feet bsg on-site, adjacent to CPT-6 and <br />' CPT-5, respectively, for collection of soil samples and Installation of monitoring wells, <br /> Bonngs MW-6 through MW-9 were advanced to 198 feet bsg off-site for monitoring well „ <br />' Installation, no soil samples were collected <br /> Bonng locations are Identified on Figure 2,boring logs with well construction diagrams are provided <br />' in Appendix C <br />' 3 1 1 Drilling and Sampling <br />' The soil borings were advanced using a CME-95HT drill rig equipped with 8 25-inch diameter <br /> hollow-stem augers The drill ng and three-man crew were supplied by West Haz Mat Drilling, <br /> Corp <br />' Soil samples from borings B-2 and MW-5 were collected ahead of the drill bit using a California <br /> modified split-spoon sampler loaded with three pre-cleaned 2-inch by 6-inch brass sleeves Samples <br /> were collected at five-foot intervals beginning at 5 feet bsg, using a 140-pound hammer to advance <br /> the sampler The number of blows required to advance the split-spoon sampler over each 6-inch <br /> Increment of the 18-Inch sampling interval was recorded on the boring logs Soil samples were <br /> preserved by-covering both ends of the leading or other selected sleeve with Teflon sheets, capping <br /> with plastic and sealing with tape <br /> - Continuous-cored soil samples beginning at 5 feet bsg were collected from boring MW-4,utilizing <br /> a 5-foot-long continuous core sampler Upon removal from the core sampler, selected soil sections <br />' were collected by pushing a 2-inch by 6-inch long brass sleeve into the recovered soil,then covering <br /> the exposed ends of the sleeves with Teflon sheets, capping with plastic and sealing with tape <br /> t <br /> The samples sleeves were labeled, stored on ice and transported under chain-of-custody to Cal Tech <br /> Environmental Laboratories (CTEL), a California Department of Health Services (DHS)-certified <br /> analytical laboratory Selected soil samples were analyzed for <br /> t • Total petroleum hydrocarbons quantified as gasoline (TPH-g) In accordance with EPA <br /> Method 8015 modified, <br /> t • Volatile organic compounds (VOCs), including benzene, toluene, ethyl benzene and total <br /> xylenes(BTEX)and the fuel additives methyl tertiary-butyl ether(MTBE),di-isopropyl ether <br /> (DIPE), ethyl tertiary-butyl ether(ETBE), tertiary-amyl methyl ether (TAME), and tertiary <br /> butanol(TBA), 1,2-dibromoethane(EDB)and 1,2-dichloroethane(1,2-DCA)in accordance <br /> • with EPA Method 8260B <br /> Advanced GeoEnvironmental,Inc <br />
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