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ARCHIVED REPORTS_1996_1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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AUSTIN
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4400 - Solid Waste Program
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PR0440001
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ARCHIVED REPORTS_1996_1
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Last modified
7/17/2020 3:53:10 PM
Creation date
7/3/2020 10:40:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1996_1
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
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1996_1.tif
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EHD - Public
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SECTION 3-ENVIRONMENTAL MONITORING PAD®3.6 <br /> been no compliance problems at the property boundaries for at least two years. Thus, there has <br /> been no action taken by regulatory agencies to require monitoring of landfill gas. <br /> As the proposed landfill expansion will include an impermeable liner, which will act as a <br /> containment structure, gas control will be necessary. Additionally, increased regulatory <br /> requirements are anticipated within the next few years. Therefore, nine new gas monitoring <br /> probes are proposed for installation around the landfill;their approximate locations are shown on <br /> the Final Grading Plan, Drawing P1. The exact location of these wells should be done under the <br /> guidance of a hydrogeologist. The actual monitoring procedures, which will address the <br /> frequency and the constituents that need to be monitored,will be best defined when the proposed <br /> regulations are confirmed and adopted. A typical gas monitoring probe is shown in Figure 3-1. <br /> Figure 3.1 <br /> TYPICAL GAS MONITORING PROBE <br /> GAS PROBE TOP WITH <br /> THREADED CAP <br /> LOCKING PROTECTIVE <br /> `. 8TEEL CASING <br /> MNCFIEM USEa <br /> N. <br /> EXIST. <br /> G1) <br /> BENTONITE SEAL <br /> ® (SLURRY OR WDRATED <br /> ID CHIPS' <br /> 1/2" PVC SCH.40 <br /> W_ w 1/8" I.D.TY®ON <br /> ¢ TUBING <br /> t <br /> 1/2"SCH.40 COUPLING <br /> PERFORATED <br /> CTAS PROBE TTP <br /> WASHED PEA GRAVEL <br /> 6" <br /> BORING - <br /> d <br /> d <br /> R.W.Beck and Associates <br /> City of Stockton <br /> 1811.002 i <br />
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