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ARCHIVED REPORTS_JULY 2014 FINAL RCSI
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ARCHIVED REPORTS_JULY 2014 FINAL RCSI
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Last modified
11/25/2024 11:36:58 AM
Creation date
12/16/2021 11:39:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
JULY 2014 FINAL RCSI
RECORD_ID
PR0440011
PE
4445
FACILITY_ID
FA0006918
FACILITY_NAME
FORWARD RESOURCE RECOVERY FACI
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
01
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO. R5-2014-0006 -23- <br />FORWARD INC. AND REPUBLIC SERVICES INC. <br />FORWARD CLASS II LANDFILL <br />SAN JOAQUIN COUNTY <br /> <br /> <br />suction gradient over most of the year; and a net negative moisture flow (upward movement <br />of moisture and long-term drying of the underlying waste) over the four-year test period. <br />97. Title 27 section 21090 requires that final cover systems contain a low-hydraulic conductivity <br />layer that exhibits a saturated hydraulic conductivity of less than 1 X 10-6 cm/sec, or equal to <br />the hydraulic conductivity of the bottom liner system or underlying natural geologic materials, <br />whichever is less. The alternative final cover demonstration project showed that in this <br />location and using site soils the water balance/evapotranspiration engineered alternative <br />cover meets or exceeds the performance goals of Title 27. <br />98. Side slopes for the closed landfill will be sloped at 3H:1V and will include 15-foot wide <br />benches every 50 vertical feet or less as required by Title 27. <br />99. The Discharger performed a slope stability analysis for the proposed final cover. The <br />Discharger’s static and dynamic stability analysis demonstrates that the side slopes of the <br />final cover will be stable in accordance with the requirements of Title 27. <br />100. Pursuant to Title 27, section 21090(e)(1), this Order requires a survey of the final cover <br />following closure activities for later comparison with iso-settlement surveys required to be <br />conducted every five years. <br />101. This Order approves the proposed final cover and requires that a final closure and post- <br />closure maintenance plan, design documents, and CQA plan be submitted for review and <br />approval at least 180 days prior to actual closure. <br />LANDFILL POST-CLOSURE MAINTENANCE <br />102. The Discharger submitted a December 2008 Preliminary Closure and Postclosure <br />Maintenance Plan (Appendix L of the Report of the Joint Technical Document) for closure <br />and post-closure maintenance of the landfill. The plan includes inspection, maintenance, <br />and monitoring of the landfill during the post-closure maintenance period, and a post-closure <br />maintenance cost estimate for the entire facility. Inspection and maintenance will include the <br />condition of the final cover, drainage features, LCRS, groundwater monitoring wells, <br />unsaturated zone monitoring points, landfill gas system, groundwater corrective action <br />system, and site security. The plan will be implemented for a minimum period of 30 years or <br />until the waste no longer poses a threat to environmental quality, whichever is greater. <br />103. Once every five years during the post-closure maintenance period, aerial photographic maps <br />of the closed landfill area will be made to identify and evaluate landfill settlement. Iso- <br />settlement maps will be prepared to determine the amount of differential settlement occurring <br />over the previous five years. Pursuant to Title 27, section 21090(e)(2), this Order requires <br />iso-settlement maps to be prepared and submitted every five years. <br />104. The completed final cover will be periodically tested for damage or defects by monitoring <br />surface emissions pursuant to California Code of Regulations, title 17, section 95471(c) and
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