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PR0535342
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4700 - Waste Tire Program
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PR0535342
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Last modified
7/29/2020 5:32:38 PM
Creation date
7/22/2020 8:36:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4700 - Waste Tire Program
RECORD_ID
PR0535342
PE
4740
FACILITY_ID
FA0020390
FACILITY_NAME
RENEWED RESOURCES CORP
STREET_NUMBER
29425
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25312026
CURRENT_STATUS
02
SITE_LOCATION
29425 S MACARTHUR RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\gmartinez
Tags
EHD - Public
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5. Materials and Quantities <br /> During the project, 12,470 cubic yards of ash and contaminated soil and 5,600 cubic yards of <br /> pyrolytic oil stained soil were encapsulated in the upper canyon. Approximately 9,900 cubic <br /> yards of clay was used to cap the contaminated material. Originally the CIWMB and Sukut <br /> estimated the amount of geotextile, erosion blanks, hydroseeding, and concrete work neces- <br /> sary to complete the project. As the project progressed and the pyrolytic oil was discovered, <br /> additional material was required. Table 12 summarizes the material and quantities before the <br /> storm damage. <br /> TABLE 12 <br /> Materials and Quantities Used at Panoche <br /> Material Unit Cost Quantity <br /> Geotextile (8-oz non-woven) $.70/SY 12,600 SY <br /> Erosion Control Blanks(BonTerra@ CS2 and CP2 mats) $.60/SY 25,500 SY <br /> Hydroseeding <br /> Per specified seed mix $1,200/acre 10 acres <br /> 2,000 Ib/acre fiber mulch <br /> 500 Ib/acre fertilizer <br /> 180 Ib/acre stab. Emulsion <br /> Concrete Structure per spec $36,650 Lump Sum Price <br /> Fencing <br /> Per Caltrans specifications $4.30/ft. 2,767 liner feet of fence <br /> Metal post and braces <br /> Five strand barbed wire <br /> One 16'wire mesh gate <br /> Two 10' gateways <br /> Dam and Spillway Protection (AnnorlocO 3510) $2.67/each 2,642 blocks <br /> Geomembrane(60 mil double textured HDPE) $1.13/SF 10,535 SF <br /> SY=square yards; SF=square feet <br /> With the significant rainfall in late December 1996 and the first week of January 1997, addi- <br /> tional work was necessary to protect site from further damage. The significant surface water <br /> runoff caused a series of erosion rills and damage to the drainage structures. To correct these <br /> problems, Sukut performed additional erosion control, hydroseeding, and cover work. Also, <br /> the damaged chevrons on the slope face were replaced with a 24-inch corrugated steel pipe <br /> and energy dissipater. Table 13 lists the materials used to repair the site. <br /> CIWMB 39 <br />
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