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ARCHIVED REPORTS XR0011669
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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2900 - Site Mitigation Program
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PR0009146
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ARCHIVED REPORTS XR0011669
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Entry Properties
Last modified
7/11/2019 1:18:47 PM
Creation date
7/11/2019 11:26:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011669
RECORD_ID
PR0009146
PE
2960
FACILITY_ID
FA0004093
FACILITY_NAME
LIGHTHOUSE SCHOOL
STREET_NUMBER
222
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13910022
CURRENT_STATUS
02
SITE_LOCATION
222 N EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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• � � Cla on <br /> E�tiRO M� <br /> co"�ta�"i <br /> Soil samples selected for laboratory analysis are left in the brass liners, sealed with aluminum <br /> I foil and plastic caps, taped for air tightness, labeled, and immediately placed into a pre-cooled <br /> E 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 /> trnnsported under chain-of-custody to a state-certified laboratory. The laboratory analyzes <br /> soil samples within the prescribed holding time, storing them at temperatures below 4°C at all <br /> times. <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 lett 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 client 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 /> Boreholes are converted to monitoring wells by placing 2-inch or 4-inch diameter well casing <br /> with bush-threaded 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 installation will depend on the parameters to be monitored. All <br /> screens and casings used are in 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 /> Wells extend at least 10 feet into the upper saturated zone, but do not extend through an <br /> clay layers greater than S 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 /> kiln-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 /> 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 /> 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 /> WELL DEyELOPMENT <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-WCOLreg , <br />
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