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ARCHIVED REPORTS_1999
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ARCHIVED REPORTS_1999
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Last modified
7/17/2020 3:53:20 PM
Creation date
7/3/2020 10:47:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1999
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_1999.tif
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EHD - Public
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LYSMETER AND LEACHATE RISIER ECTENSIONS 0 <br />The existing facilities for monitoring the vadose zone beneath the leachate collection <br />sump, and for inspecting and removing any liquids present in the sump, include a <br />number of vadose zone lysimeters and two leachate risers. Because the vertical <br />expansion of the ash pit would otherwise bury these facilities, the lysimeters and <br />leachate risers were modified to extend through the southern expansion berm prior to <br />berm construction. The vadose monitoring facilities consist of two lysimeters which <br />are used for ongoing vadose monitoring, and two additional lysimeters which are used <br />as backup monitoring points if necessary. The leachate risers consist of one angled <br />12 inch diameter riser which contains a four inch diameter submersible pump for <br />leachate removal. A second riser, a 48 inch diameter concrete pipe, was installed on <br />top of the leachate collection sump and extends vertically upwards through the ash to <br />the existing grade. This riser was installed to provide access to the sump in the event <br />siltation and plugging effects the removal of leachate in the future. <br />The lysimeters were extended through the southern berm to provide access for <br />subsurface monitoring beneath the collection sump. The expansion berm was <br />built along the existing southern berm approximately two feet above the <br />original grade, at which point two trenches were cut through the compacted <br />soil at locations adjacent to each lysimeter. Tubing extensions were spliced on <br />the lysimeter vacuum and pressure lines and a polyvinyl chloride (PVC) 1.5 <br />inch diameter - 90 degree elbow and extension pipe were placed over the tubes <br />and secured into the existing locking vault. A 4 inch diameter PVC outer <br />casing and 90 degree elbow were placed over the inner pipe and secured onto <br />the existing vault. A concrete boot was placed around the PVC elbows and <br />original locking vault to prevent movement during subsequent berm <br />construction. Once the lysimeter extensions were positioned through the <br />sidewall liner, the surface trenches were refilled with soil and compacted <br />manually with the use of a gasoline powered soil compactor. All the <br />lysimeters were tested prior to backfilling the surface trenches to ensure proper <br />operation. <br />•14 zN:XIV OR <br />• <br />verticalAdditional risers were placed on both the 12 inch diameter angled riser and the <br />48 inch • on <br />riser r carried through the southernberm,a the submersible <br />pump located at the base • - riser. This pump and riser is a closed system <br />with PVC piping attached to the pump outlet and piped directly to the leachate <br />evaporation pond. <br />11 <br />n <br />
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