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COMPLIANCE INFO_1996-2003
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4400 - Solid Waste Program
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COMPLIANCE INFO_1996-2003
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Last modified
7/7/2021 8:55:58 AM
Creation date
7/3/2020 10:39:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1996-2003
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
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SJGOV\sfrench
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1996-2003.tif
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EHD - Public
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t <br /> e ; <br /> CDM Camp Dresser&McKee Inc. <br /> Mr.Mike Miller <br /> January 6,2000 <br /> Page 2 <br /> GeoEnvironmental and is included as Attachment A. The predominant soil types <br /> encountered during drilling were silty sands,silt,clayey silt,and silty clay. No <br /> groundwater was encountered during drilling. <br /> Probe Depth <br /> Title 27 specifies a multiple-depth probe system with a shallow probe installed 5 to 10 feet <br /> below ground surface,an intermediate probe located at half the depth of waste,and a deep <br /> probe located at the depth of waste. However,the number of probes required may be <br /> reduced if the depth to waste is less than 30 feet,or if site conditions do not warrant the <br /> installation depth criteria. <br /> The approximate ground surface elevation of the five relocated probes is between 30 and 39 <br /> feet mean sea level(MSL). The bottom of waste at the Austin Road Landfill is located at <br /> approximately 20 feet MSL,resulting in a target depth for the probes of approximately 10- <br /> 19 feet below ground surface(BGS). Table 1,Soil Gas Probe As-Built Construction Details, <br /> summarizes the surface elevation,depth,borehole construction,and screen intervals for <br /> each of the probes. Groundwater elevations in the vicinity of the probes are deep enough <br /> such that there is no danger of groundwater entering the probes. <br /> Table 1 <br /> Soil Gas Probe As-Built Construction Details <br /> Surface <br /> Soil Gas Elevation Total Depth Cement Bentonite Filter Pack Screen <br /> Probe feet MSL feet BGS feet BGS feet BGS feet BGS feet BGS <br /> SGP-3B 38 19 0-7 7-9 9-19 11-16 <br /> SGP-7A 33 10 0-3 3-5 5-10 5-10 <br /> SGP-8A 30 10 0-3 3-5 5-10 5-10 <br /> SGP-9A 34 17 0-5 5-7 7-17 9-14 <br /> SGP-10B 36 18 0-6 6-8 8-18 10-15 <br /> Notes: <br /> 1. BGS=below ground surface <br /> 2. MSL=mean sea level <br /> Probe Design <br /> The construction schedule of the soil-gas probes is illustrated in Figure 2,As-Built Gas <br /> Probe Detail. Each probe consists of a 1-inch,Schedule 40 PVC casing and contains a V/- <br /> inch O.D. teflon tube for gas sampling. The tube is suspended by two rubber stoppers <br /> located at the top and mid-length of the casing. The lower 5 feet of casing is slotted in order <br /> to allow gas to enter the sampling tube. The top of the casing extends approximately 2 feet <br /> above the ground surface and is protected by a steel standpipe and locking well cover. <br />
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