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ARCHIVED REPORTS_1994
Environmental Health - Public
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4400 - Solid Waste Program
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PR0517379
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ARCHIVED REPORTS_1994
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 11:19:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1994
RECORD_ID
PR0517379
PE
4466
FACILITY_ID
FA0007101
FACILITY_NAME
FORWARD INC LANDFILL
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
02
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4466_PR0517379_9999 S AUSTIN_1994.tif
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EHD - Public
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Soil type and properties of the materials encountered in the geotechnical investigations <br /> performed by EMCON and InsituTech were generally consistent with the conditions deter- <br /> mined by C112M HILL described above. In EMCON's subsurface investigation, a Modi- <br /> fied California Sampler (with a 140-pound hammer with a 30-inch drop) was used to col- <br /> lect samples. Blow counts recorded with the Modified California Sampler typically ranged <br /> from 20 to 60 blows per foot. Unconfined compression tests were performed on silty clay <br /> samples between depths of 3 and 10 feet. The compressive strengths ranged from <br /> 1,310 psf to 5,100 psf for an average of approximately 3,000 psf (Note: the undrained <br /> 1 shear strength is defined as one half of the unconfined compressive strength) (EMCON, <br /> 1972). Shear strengths based on InsituTech's CPT data (performed to a maximum depth of <br /> 50 feet) typically ranged from approximately 4,000 psf to over 10,000 psf. Based on these <br /> CPT logs, a lower bound shear strength value of 2,000 psf was used in InsituTech's stabil- <br /> ity evaluation for WMU E (InsituTech, 1987). Table 2.2 summarizes the results of the <br /> subsurface soil investigations for the six generalized zones mentioned above. <br /> Table 2.2 <br /> Summary of Subsurface Soil Properties and Unit Weights <br /> Friction Unit <br /> Angle Cohesion Weight <br /> Material (deg) (Psf) (per <br /> Foundation Materials (simplified profile): <br /> ® Elevation 10 to 39 feet, dense silty sand and very stiff lean clay 33 0 120 <br /> • Elevation zero to 10 feet, very stiff lean clay 0 2,300 120 <br /> • Elevation zero to -30 feet, very dense silty/clayey sand 36 0 120 <br /> • Elevation -30 feet to -60 feet, very stiff lean clay 0 3,300 125 <br /> • Elevation -60 feet to -150 feet, very dense silty/clayey sand 36 0 125 <br /> • Elevation -150 feet to -200-feet, very dense poorly graded sand 40 0 125 <br /> B. Monitoring <br /> Describe plans for leachate monitoring. At least one sample of leachate from each of the <br /> first five composting batches of feedstock generating leachate must be collected and ana- <br /> lyzed for organic phosphates, using EPA method 8140, and nitrates. <br /> [Note: The new regulations do not appear to require leachate monitoring.] <br /> LDescribe plans for ensuring that all end-products, excluding noncompostable waste, have <br /> met the following environmental health standards for: (1) Maximum acceptable metal <br /> concentration, and (2) Pathogen reduction. <br /> wa10029B".p'P 5/42 <br /> 9/28/94 42 <br />
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