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ARCHIVED REPORTS_2002 - JTD
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ARCHIVED REPORTS_2002 - JTD
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Last modified
4/10/2023 12:46:56 PM
Creation date
7/3/2020 10:48:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002 - JTD
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_2002.tif
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EHD - Public
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Conditions for N-339-17-10 (continued) Page 9 of 9 <br />93. Each owner or operator sucking to comply with 60.752(b)(2)(i)(A) shall construct the gas collection devices using the <br />following equipment or procedures: (1) The Ustulfill gas extraction components shall be constructed of polyvinyl <br />chloride (I'VC), high density polyethylene (HL)PE) pipe, fiberglass, stainless steel, or other nouporous corrosion <br />resistant material of suitable dimensions to: convey projected amounts of gascs; withstand installation, static, and <br />settlemcra forces; and withstand planned overburden or traffic loads. The collection system shall extend as necessary <br />to comply with emission anti migration. standards. Collection dcviccs such as wells and horizontal collectors shall be <br />perforated to allow gas entry without head loss sufficient to impair performance across the intended extent of contrnl. <br />Perforations shall be situated with regard to the need to Prevent excessive air infiltration; (2) Vertical wells shall be <br />placed so as not to endanger underlying liners and shall address the occurrence of water within the landfill, Holes and <br />trenches constructed for pined wells and hurizoutal collectors shall be of sufficient cross-section so as to allow for their <br />proper construction and completion including, for example, centering of pipes and placement of gravel backfill. <br />Collection devices shall he designed so as not to allow indirect short circuiting of air into the cover or refuse into the <br />collection system or gas into the air. Any gravel used around pipe perforations should be of a dimension so as not to <br />penetrate or block perforations; (3) Collection devices may be connected to the collection header pipes below or shove <br />the landfill surface. The connector assembly shall include a positive closing throttle valve, any necessary seals and <br />couplings, access couplings and at least one sampling port. The collection devices Shall he constructed of PVC, <br />1•IDPE, fiberglass, stainless steel, or other nonporous material of suitable thickness. [40 CFR 60.759(b)] Fcdurally <br />Enforceable'Through Title V Permit <br />94. Each owner or operator seeking to comply with 60.752(b)(2)(i)(A) shall convey the landfill gas to a control system in <br />compliance with 60.752(b)(2)(iii) through the collection header pipe(s). The gas mover equipment shall be sized to <br />handle the maximum gats generation flow rate expected over the intended use period of the gas moving equipment <br />using the following procedures: (1) For existing collection systems, the flow data shall be used to project the maximum <br />'flow rate. If no flow data exists, the procedures in paragraph 60.759(e)(2) shall be used; (2) For new collection <br />systems, the maximum flow rate shall be in accordance with 60.755(x)(1). [40 CTR 60.759(c)] Federally Enforceable <br />Through Title V Permit <br />ifN 73NIfM5: Mp v aw 5 WPM 11 M <br />
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