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CORRESPONDENCE_2017
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0504201
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CORRESPONDENCE_2017
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Last modified
1/19/2024 11:43:14 AM
Creation date
1/21/2021 4:05:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2017
RECORD_ID
PR0504201
PE
4430
FACILITY_ID
FA0000214
FACILITY_NAME
PILKINGTON NORTH AMERICA INC PLANT 10
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330-9739
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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4 buildings and utilities shall Atucted to mitigate the effects of diffe tial settlement.All utility connections <br /> shall be designed with flexible connections and utility collars; <br /> (5) utilities shall not be installed in or below any low permeability layer of final cover; <br /> (6) pilings shall not be installed in or through any bottom liner unless approved by the RWQCB; <br /> (7) if pilings are installed in or through the low permeability layer of final cover,then the low permeability layer must be <br /> replaced or repaired; and <br /> (8) periodic methane gas monitoring shall be conducted inside all buildings and underground utilities in accordance with <br /> section 20933 of Article 6, of Subchapter 4 of this Chapter. <br /> (f)The EA may require that an additional soil layer or building pad be placed on the final cover prior to construction to <br /> protect the integrity and function of the various layers of final cover. <br /> (g) All on site construction within 1,000 feet of the boundary of any disposal area shall be designed and constructed in <br /> accordance with the following, or in accordance with an equivalent design which will prevent gas migration into the <br /> building, unless an exemption has been issued: <br /> (1) a geomembrane or equivalent system with low permeability to landfill gas shall be installed between the concrete <br /> floor slab of the building and subgrade; <br /> (2) a permeable layer of open graded material of clean aggregate with a minimum thickness of 12 inches shall be <br /> installed between the geomembrane and the subgrade or slab; <br /> (3) a geotextile filter shall be utilized to prevent the introduction of fines into the permeable layer; <br /> (4) perforated venting pipes shall be installed within the permeable layer, and shall be designed to operate without <br /> clogging; <br /> (5)the venting pipe shall be constructed with the ability to be connected to an induced draft exhaust system; <br /> (6) automatic methane gas sensors shall be installed within the permeable gas layer, and inside the building to trigger an <br /> audible alarm when methane gas concentrations are detected; and <br /> (7) periodic methane gas monitoring shall be conducted inside all buildings and underground utilities in accordance <br /> with Article 6,of Subchapter 4 of this chapter(section 20920 et seq.). <br /> 4 <br />
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