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COMPLIANCE INFO_PRE 2019
Environmental Health - Public
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PR0514248
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COMPLIANCE INFO_PRE 2019
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Last modified
9/22/2020 5:20:11 PM
Creation date
9/22/2020 4:37:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0514248
PE
2294
FACILITY_ID
FA0010245
FACILITY_NAME
DTE STOCKTON LLC
STREET_NUMBER
2526
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503009
CURRENT_STATUS
01
SITE_LOCATION
2526 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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INFORMATION SHEET, ORDER NO. R5-2010-0123 2 <br /> FOR H.M. HOLLOWAY, INC. <br /> H.M. HOLLOWAY SURFACE MINE LANDFILL PROJECT <br /> KERN COUNTY <br /> Secondary drinking water standards were also exceeded for manganese, chloride, and <br /> sulfate. Additionally, first encountered groundwater exceeds several agricultural water <br /> quality limits, including those for chloride, molybdenum, selenium, EC, and TDS. <br /> The groundwater detection monitoring system, initiated in October 1995, consists of 12 <br /> monitoring wells. The Discharger's detection monitoring program for groundwater satisfies <br /> the requirements contained in Title 27. Groundwater monitoring to date has not detected <br /> the release of any waste constituents. The Discharger was not required by Chapter 15 to <br /> conduct unsaturated zone monitoring since the Units were unclassified. The proposed <br /> order requires unsaturated zone monitoring with a pan lysimeter installed beneath the <br /> leachate collection sumps of the leachate collection and removal system. If leachate is <br /> produced, which is unlikely, it will collect in the leachate collection sumps until a sufficient <br /> depth of leachate is attained to operate the collection pumps efficiently. Beneath the <br /> collection sumps is, therefore, the most likely location that leachate could migrate to the <br /> surrounding geologic materials. <br /> The Discharger demonstrated that site characteristics alone, without a liner, meet the <br /> performance goal contained in Section 20310 of Title 27. The demonstration utilized a <br /> mathematical model to predict fate and transport of waste constituents discharged to the <br /> Units. Results of the model and past performance of the existing Units demonstrate that <br /> the proposed Unit design will ensure no impairment of beneficial uses of surface water or <br /> groundwater beneath or adjacent to the landfill in accordance with Section 20260(b)(1) of <br /> Title 27. <br /> The waste containment system consists of, from the bottom up: naturally occurring <br /> geologic materials prepared and conditioned to prevent the migration of waste constituents <br /> to groundwater and to convey leachate to the leachate collection sump; a leachate <br /> collection and removal system drainage layer consisting of either appropriate selected <br /> geologic materials or a geonet/geocushion; and an operations layer to designed to protect <br /> the leachate collection and removal system. <br /> The County of Kern, Board of Supervisors, certified the final environmental impact report on <br /> 1 April 2008. The County of Kern filed a Notice of Determination on 14 April 2008 in <br /> accordance with the California Environmental Quality Act (Public Resources Code Section <br /> 21000 et seq.) and CEQA guidelines (14 CCR Section 15000 et seq.). The Central Valley <br /> Water Board staff considered the environmental impact report and incorporated mitigation <br /> measures from the environmental impact report into the proposed Order designed to <br /> prevent potentially significant impacts to design facilities and to water quality. <br /> This order requires full containment of wastes and does not permit degradation of surface <br /> water or groundwater. Further antidegradation analysis is therefore not needed. The <br /> discharge is consistent with the antidegradation provisions of State Water Resources <br /> Control Board Resolution No. 68-16. <br />
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