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ARCHIVED REPORTS_XR0007196
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545774
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ARCHIVED REPORTS_XR0007196
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Last modified
10/8/2020 10:21:10 PM
Creation date
6/10/2020 12:27:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007196
RECORD_ID
PR0545774
PE
3526
FACILITY_ID
FA0004998
FACILITY_NAME
COMFORT AIR
STREET_NUMBER
1607
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1607 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br />' 16 Janu <br /> • ary 2001 <br />' AGE-NC Protect No 98-0505 <br /> Page 2 of 9 <br />' metamorphic and igneous in origin The Great Valley Province is subdivided into two mayor <br /> subdivisions designated the Sacramento and San Joaquin Valleys <br />' 3.0. PROCEDURES <br />' On 25 and 26 October 2000, AGE directed the advancement of three pilot soil borings and their <br /> completion as monitoring wells to investigate the petroleum hydrocarbon impact to soil and ground <br /> water <br /> Tasks and procedures for the subsurface investigation were completed by AGE personnel, or under <br />' the direction of AGE personnel, and were conducted in accordance with the Monitoring Well <br /> Installation Work Plan dated 24 March 2000, prepared by AGE, as approved by the PHS-EHD <br />' 3 1 DRILLING AND SAMPLING <br />' On 25 and 26 October 2000, three soil borings (MW-6, MW-7, and MW-8) were advanced at the <br /> site using a Boart Longyear 81 drill ng, equipped with 8 25-inch diameter hollow-stem augers The <br /> drill ng and two-man crew were supplied by V &W Drilling Auger returns generated by drilling <br /> were stored on-site in properly labeled DOT-approved model 17H 55-gallon drums, pending <br /> laboratory analysis <br /> Soil samples from MW-7 and MW-8 were collected ahead of the drill bit using a California modified <br /> split-spoon sampler loaded with three pre-cleaned 2-inch by 6-inch brass sleeves Samples were <br /> collected at five--foot intervals, beginning at 20 feet bsg using a 140-pound hammer to advance the <br /> sampler Soil boring MW-6 soil samples were collected using a two-foot continuous core sampler, <br /> beginning at 5 feet bsg <br /> The number of blows required to advance the split-spoon sampler over each 6-inch increment of the <br /> 18-inch sampling interval was recorded on the boring logs Sampling equipment was washed in an <br /> Alconox solution and rinsed with water prior to each sampling run to avoid cross-contamination <br /> Soil samples collected using the split-spoon sampler were preserved by covering both ends of the <br /> leading or other selected sleeve with Teflon sheets, capping with plastic and sealing with tape For <br />' soil samples collected utilizing the two-foot continuous core sampler, upon removal from the core <br /> sampler, soil samples were collected by pushing a '2-inch by 6--inch long brass sleeve into the <br /> recovered soil and the exposed ends of the sleeves were covered with Teflon sheets, capped and <br /> I seated with tape The samples were labeled, stored on ice and transported under cham-of-custody <br /> to Castle Analytical Laboratory (CAL) Samples were subsequently transported by CAL to <br /> i McCampbell Analytical, Inc (MAI) for EPA Method 8260 Modified analysis Both CAL and MAI <br /> Advanced GeoEnviranmental,Inc <br />
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