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ARCHIVED REPORTS XR0001174
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0527799
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ARCHIVED REPORTS XR0001174
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Entry Properties
Last modified
3/4/2019 3:22:38 PM
Creation date
3/4/2019 1:39:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001174
RECORD_ID
PR0527799
PE
2960
FACILITY_ID
FA0018844
FACILITY_NAME
TRANSMISSION STORE
STREET_NUMBER
515
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707408
CURRENT_STATUS
01
SITE_LOCATION
515 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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• Samplers are to be driven using a 140-pound hammer dropping approximately <br /> 30 inches The number of blows (blow count) required to advance the sampler <br />' 12 inches will be recorded on the boring log <br /> • Following retrieval of the sampler, the first (lowest) sample tube will be removed <br /> from the sampler, the ends covered with aluminum foil or Teflon® film, and capped <br /> with PVC end caps <br />' . Soil 1n the next sample tube (where available) should be used to describe the <br /> llthology and measure volatile organic compound (VOC) concentrations <br /> Approximately half of the sample from the sample tube will be removed and placed <br /> in a resealable plastic bag The plastic bag will be set aside to allow VOCs, if <br /> present, to accumulate in the headspace above the sampled soil The headspace <br /> will then be sampled using a portable photo-ionization detector (PID) The PID <br /> rprobe should be inserted through a hole made in the plastic bag and the highest <br /> measurement encountered recorded on the boring log <br /> ® Soil and wastewater generated during the field activities will be contained in <br /> 55-gallon United Nations approved drums <br /> WeU Construction Procedures <br /> 0 The monitoring wells will be constructed of flush-jointed, threaded, 2-inch I D , <br /> Schedule 40 polyvinyl chloride (PVC) casing The well casing will be delivered to <br /> the site in factory plastic wrap The casing will have rubber or Teflon O-ring <br /> gaskets at the joints <br /> ® The slotted interval will consist of 0 020-inch machined slots The filter pack <br /> should consist of 43 Monterey Sand The slot size and filter pack has been selected <br /> with the intent to minimize the amount of native lithologic and filter pack material <br /> entering the monitoring well <br /> o A bottom screw ca will be placed on the bottom of the casing A 15-foot length <br /> P of <br /> slatted casing should be joined to the bottom screw cap The screened interval <br /> should be set so that no more than 10 feet or no less than 7 feet of well screen is <br /> below the current groundwater elevation Blank casing will be used to construct <br /> the remainder of the well <br /> o placement of the filter pack, the well will be suspended in the augers The <br /> During placem p , <br /> augers will be lifted 2 to 4 feet and the sand filter pack poured into the annulus <br /> The augers will then slowly be lifted with sand filter pack placed "continuously" <br /> until the sand is approximately 2 feet above the top of the screen <br /> IT CORPORATION <br /> SAC 111SACRFPIICOMMON\,.DM2002IPR11PJ8188018800391A 2ab doe <br /> (01020000) A-2 <br /> M <br />
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