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ARCHIVED REPORTS_XR0002150
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545215
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ARCHIVED REPORTS_XR0002150
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Last modified
1/27/2020 9:20:36 AM
Creation date
1/27/2020 9:07:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002150
RECORD_ID
PR0545215
PE
3528
FACILITY_ID
FA0005583
FACILITY_NAME
CARDOZA, TONY ET AL
STREET_NUMBER
8715
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
8715 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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• Clayton. <br /> Soil samples selected for laboratory analysis are lett in the brass liners, sealed with aluminum <br /> foil and plastic caps, taped for air tightness, labeled, and immediately placed into a pre-cooled <br /> ice chest chilled to less than 4°C. Labels contain the following information site name, date <br /> and time sampled, borehole number and depth, and the sampler's initials The samples are <br /> transported under chain-of-custody to a state-certified laboratory. The laboratory agalyzes <br /> soil samples within the prescribed holding time, storing them at temperatures below 4°C at all <br /> Limes <br /> Pending results of laboratory analysis, excess drilling and sampling cuttings are placed into <br /> Department of Transportation (DOT)-approved drums, labeled with the name of the site, <br /> address, and well number, and left at the site Uncontaminated soil may be disposed of by <br /> the client. Soil found to contain levels of contaminants above local or state action levels will <br /> require that the cheat dispose of it in accordance with hazardous waste regulations At the <br /> client's request, we will assist with the disposal of contaminated soil <br /> N�dSTRUMON <br /> W Boreholes ate converted to monitoring wells by F &icing 2-inch or flinch diameter well casing <br /> with flush-thi eaded,joints and slotted screen into the borehole Construction materials <br /> include polyvinyl chloride (PVC), stainless steel, or low carbon steel The most suitable <br /> material for a particular mstallation will depend on the parameters to be monitored All <br /> screens and casings used are to a contaminant-free condition when placed in the ground No <br /> thread lubrication is used, other than teflon tape, for connecting the casing segments <br /> i � Wells extend at least 10 feet into the upper saturated zone, but do not extend through any <br /> clay layers greater than 5 feet that are below the shallow water table. Factory-slotted casing <br /> -. is used throughout and extends at least 2 feet above the permeable water-bearing zone The <br /> top of the well is solid casing. The annular space of the borehole is backfilled with washed, <br /> InIn-dried sand to a point at least 1 foot above the slotted screen. A seal above the filter <br /> pack is formed by placing a 1- to 2-foot layer of bentonite pellets on top of the sand. The <br /> 0" bentonite pellets are moistened by pouring clean tap water down the hole so that they can <br /> expand and seal the annulus. A neat cement grout is placed above the bentonite seal and <br /> brought to the ground surface. <br /> i Well casings are protected from surface contamination, accidental damage, and unauthorized <br /> entry or tampering with water-tight locking caps on the well casings The caps are usually , <br /> .. surrounded by a concrete vault. Wells are clearly identified with a metal tag or other device <br /> where the following information is recorded: well number, depth to water, depth of well, <br /> casing data including location of screened interval. <br /> Yl= DEVELOPMENT <br /> The well seal in newly developed wells must set up for 48 to 72 hours prior to development. <br /> Since development of the well can volatilize contaminants present, the well must also settle <br /> for at least 48 to 72 hours between development and the first purging/sampling incident <br /> All monitoring wells are initially developed to clean the well and stabilize sand, gravel, and <br /> disturbed aquifer materials around the screened internal perforations Wells are developed <br /> P " 2 <br />
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