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ARCHIVED REPORTS_XR0012617
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545652
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ARCHIVED REPORTS_XR0012617
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Last modified
7/20/2020 10:42:49 AM
Creation date
5/6/2020 12:25:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012617
RECORD_ID
PR0545652
PE
3528
FACILITY_ID
FA0003638
FACILITY_NAME
JEMCO VENETIAN CARDLOCK
STREET_NUMBER
4555
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11017001
CURRENT_STATUS
02
SITE_LOCATION
4555 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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_ o p4g_21 <br /> 1 <br /> APPENIAX A <br /> PR6TOCOLS FOR WELL DRILLING,COMPIXTION, <br /> DEVELOPMENT,AND SAMPLING <br /> A.I DRILLING <br /> The boreholes are drilled with a truck-mounted rotary drill using 10-inch outside diameter <br /> hollow-stem,continuous-flight augers. The borehole is drilled 10 feet below static water but will <br /> not penetrate competent clay layers that may act as effective aquitards. Drilling is terminated <br /> after two consecutive sampling intervals intersect comparable, apparently impermeable clays <br /> below static water. Casing and sand are installed inside the inner opening as the augers are <br /> gradually removed. <br /> All augers, sampling rods, samplers, and downhole equipment are steam cleaned before drilling <br /> and between each new well. All drill cuttings and fluids from steam cleaning are contained <br /> onsite in sealed 55-gallon drums. The drums arc labeled with the borehole number,site descrip- <br /> tion (including owner's name),depth interval of soil contents,date,and monitoring equipment <br /> readings. The drill cuttings are disposed of at proper facilities on the basis of soil sample analy- <br /> sis <br /> A log of drilling and the borehole are recorded by an EA geologist overseeing the drilling opera- <br /> tions and well installation. The boring logs are signed and dated and contain detailed geologic <br /> information,including descriptions of the soils classified according to the Unified Soil Classifi- <br /> cation System, blow counts,OVA readings, moisture content of the soils, and initial and static <br /> water levels. <br /> A.2 SOIL SAMPLING <br /> Soil samples are collected at 5-foot intervals and at any substantial changes of soil type, begin- <br /> ning at 5 feet below ground surface, with a 2-inch-diameter, 18-inch modified California split- <br /> spoon sampler containing three 6-inch brass liners. The sampler and liners are steam cleaned <br /> before use in each hole; they are scrubbed in deionized water and Alconox detergent and rinsed <br /> with deionized water after use at each sampling interval. Soil samples are collected to a total <br /> depth of the borehole unless heaving sand occurs. Every attempt is made to collect a soil sample <br /> just above or at the water table. <br /> At each sample depth, the drive sampler is driven 18 inches ahead of the drill augers into undis- <br /> turbed soil. Typically after the sampler is opened,either the lowemtost or middle sample liner is <br /> retrieved,and the ends of the tube covered with aluntinuln foil and sealed with plastic caps. The <br /> plastic caps are secured to the liner with tape. The soil-filled liner is labeled with the location, <br /> e]GR]7d7.1n.y91h,r <br /> A-[ <br />
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