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2900 - Site Mitigation Program
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PR0009146
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Last modified
7/11/2019 1:00:36 PM
Creation date
7/11/2019 11:17:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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SENT BY: 6-27-36 ;10:36AM ; CLAYTON PLEASANTON� 410 <br /> u <br /> Clayton <br /> .` LNVIR( I <br /> C-ONSULTANTS <br /> cleaned with TSP and rinsed with tap water between sampling events. <br /> Soil samples selected for laboratory analysis are left 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 analyzes soil <br /> 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 left at the site. Uncontaminated soil may be disposed of by <br /> the client. Soil found to contain levels of contaminants above Iocal 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 /> WELL CONS TI <br /> Boreholes are converted to monitoring wells by placing 2-inch or 4-inch diameter well casing <br /> with flush-threaded joints and slotted screen into the borehole. Construction materials include <br /> Polyvinyl chloride (PVC), stainless steel, or low carbon steel. The most suitable material for <br /> a particular installation will depend on the parameters to be monitored. All screens and <br /> casings used are in a contaminant-free condition when placed in the ground. No thread <br /> lubrication is used, other than TeflonT"' tape, for connecting the casing segments. <br /> 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. The standard practice <br /> for wells installed at hydrocarbon contamination sites is to construct a well with a 20-foot <br /> long perforated interval extending 15 feet below and 5 feet above the water table in an <br /> unconfined aquifer. The top of the well is solid casing. The annular space of the borehole is <br /> backfilled with washed, kiln-dried sand to a point at least 1 foot above the slotted screen. A <br /> seal above the filter pack is formed by placing a 1- to 2-foot layer of bentonite pellets on top <br /> of the sated. The bentonite pellets are moistened by pouring clean tap water down the hole so <br /> that they can expand and seal the annulus. A neat cement grout is placed above the bentonite <br /> seal and 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 DEVELOMENT <br />
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