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ARCHIVED REPORTS_2014_8
Environmental Health - Public
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ARCHIVED REPORTS_2014_8
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Last modified
7/18/2020 12:38:44 PM
Creation date
7/3/2020 10:58:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_8
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_2014_8.tif
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EHD - Public
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Conditions for N-339-17-10 (continued) Page 9 of 9 <br />93. Ench owner nr Operator scoking to comply with G0.752(b)(2)(i)(h) shall cunslruct the gas collection devices using the <br />following equiprueut or procedures- (1) The Iundfill gas extraction components shall be constructed of polyvinyl <br />chloride (PVC), high density polyethylene (HDPE) pipe, fiberglass, Stainless steel, or other nonporous corrosion <br />resistant material of suitable dimensions to: cnnvey projectal amounts of gases; withstand installation, static, anti <br />settlement forces, and withstand planned ovcrbur(fun or traffic loads The collection system shall extend Is necessary <br />to comply with emission anti migration standnids. Collection devi"s such as wells and horizontal collectors shall be <br />perforated to allow gas entry without lie3d loss sufficient to impair performance across the intended extent of control. <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 hurizuutol collectors shall he 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 />Cuilcctiun devices shall he designed so as not to allow indirect short circuiting of air itito the cover or reti.tsz 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) C:nlleetion devices may be connected to the collection header pipes below or above <br />the landfill surraee. The coruicctor assembly shall include a positive closing throttle valve, any necessary senls Ind <br />couplings, access couplings and at least one st,mpling port. The collection devices shall he constructed of PVC, <br />I IDPE, tiliergt335, stainless stC. 1, or other nonporous niaterial of suitable thickness. [40 CFR 60.759(b)] Fcdcnrlly <br />Enforccable'llirough Title V Permit <br />94. Each owner or operator seeking to comply with 60.752(b)(2)(1)(A) shall convey the huadfill 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 sired to <br />handle the maximum gas 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(c)(2) shall be used; (2) For new collection <br />SYMMS, the rrurximum now rate shall be in accordance with %755(a)(1). [40 CFtt 60.759(c)] Federally Enforceable <br />'Through Title V Permit <br />uun�l�l:anu7COf SY1y SET <br />
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