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SU0006110 SSCRPT
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SU0006110 SSCRPT
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Last modified
12/17/2019 1:34:55 PM
Creation date
9/6/2019 10:18:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0006110
PE
2611
FACILITY_NAME
PA-0500544
STREET_NUMBER
22801
Direction
S
STREET_NAME
MOUNTAIN HOUSE
STREET_TYPE
PKWY
City
MOUNTAIN HOUSE
APN
20908025
ENTERED_DATE
7/5/2006 12:00:00 AM
SITE_LOCATION
22801 S MOUNTAIN HOUSE PKWY
RECEIVED_DATE
7/3/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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FilePath
\MIGRATIONS\M\MOUNTAIN HOUSE PKWY\22801\PA-0500544\SU0006110\SSC RPT.PDF
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EHD - Public
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KLEINFELDER <br /> collected, the number of containers each sample occupies, and the analyses for which the <br /> samples are being submitted. The chain-of-custody form is signed by each person who handles <br /> the samples, including all Kleinfelder employees and the receiving employee of the analytical <br /> laboratory when the samples are delivered. An example of the chain-of-custody form is <br /> attached. <br /> A-3.4 Equipment Decontamination <br /> To reduce the potential for cross-contamination between wells, all developing and sampling <br /> equipment is washed in a trisodium phosphate solution and rinsed in distilled water or steam <br /> cleaned prior to use in the next monitoring well. <br /> A-3.5 Well Survey <br /> The locations of soil borings and monitoring wells and the elevation of the top of the PVC <br /> casings is usually surveyed and tied into permanent markers, if readily available. Survey <br /> accuracy is 0.1 foot for the "x" and "y" coordinates and .01 foot for the "z" coordinate. The <br /> ` depth to static ground water is measured from a set location at the top of the PVC casing. The <br /> depth of water is then subtracted from the elevation of the top of the well casing to provide a <br /> ground water elevation for each monitoring well location. <br /> A4.0 COLLECTION HYDROPUNCH II® GROUNDWATER SAMPLES <br /> One-time groundwater samples are collected using a Hydropunch II®, which is an in situ <br /> groundwater sampling device. The borings will be advanced to a depth equivalent to the bottom <br /> of the capillary fringe. A stainless steel drive tip equipped with a filter is lowered into the <br /> ` borings at the end of a 2.5-inch diameter galvanized steel pipe and pushed using the drill rig <br /> approximately 3 to 5 feet into the soil/aquifer formation at the bottom of the boring. A <br /> ` thoroughly decontaminated bailer can then be lowered down the center of the Hydropunch He <br /> casing to obtain a sample of groundwater (which has entered the Hydropunch ITO due to <br /> hydrostatic pressure). <br /> To reduce the potential of introducing contaminants into the samples, the drive tip, galvanized <br /> pipe, and other equipment used for sample collection are steam cleaned and/or washed with <br /> trisodium phosphate (TSP) solution and rinsed with distilled water prior to use. The sample tips <br /> and filters are not retrievable. New O-rings, tips, and screens are used for each sample. <br /> w <br /> 21073/ST03R1067 Page A-5 <br /> O 2003 Kleinfelder,Inc. July 28,2003 <br /> r <br />
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