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2-17 <br />Soil type and properties of the materials encountered in the geotechnical investigations <br />performed by EMCON and InsituTech were generally consistent with the conditions <br />determined by CH2M HILL described above. In EMCON's subsurface investigation, a <br />Modified California Sampler (with a 140-pound hammer with a 30-inch drop) was used to <br />collect 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 1,310 <br />psf to 5,100 psf for an average of approximately 3,000 psf (Note: the undrained shear <br />strength is defined as one half of the unconfined compressive strength) (EMCON, 1972). <br />Shear strengths based on InsituTech's CPT data (performed to a maximum depth of 50 feet) <br />typically ranged from approximately 4,000 psf to over 10,000 psf. Based on these CPT logs, <br />a lower bound shear strength value of 2,000 psf was used in InsituTech's stability evaluation <br />for WMU E (InsituTech, 1987). Table 2 summarizes the results of the subsurface soil <br />investigations for the six generalized zones mentioned above. <br />2.2 Monitoring <br />Describe plaRS for leacfiate monitoring. At least one sample 0'£ leachate from eaeR of tfie <br />{;;Cst fi~'8 compostJRg batcfies 0'£ feedstock generating ,feaeRate must be collected and <br />analjwd ,for organic pfiospfiates, usmg EPA metRod 8140, and nitrates. <br />[Note: Regulations do not appear to require leachate mon itoring .] <br />Desoribe plans for ensuring that all end products , exo l uding noncompostab le ' .... aste , have <br />met the following environmenta l health standards for: (1) Maximum acceptable metal <br />concentrat ion , and (2) Pathogen reduction. <br />Sampling. Forward will analyze at least one composite sample for every 5,000 cubic yards <br />of compost to be analyzed at a Department of Health Services approved laboratory. <br />Compost product, which exceeds the maximum metal concentrations or maximum <br />acceptable pathogen concentrations, shall be deSignated by the appropriate State or <br />Federal jurisdiction for another use, including disposal, additional processing, ADCs or other <br />uses. <br />A composite sample will consist of 12 mixed samples as collected by the Operations <br />Manager. The Operations Manager uses a shovel to extract each sample. The 12 samples <br />will be of equal volume. Four samples will be extracted from wf.tffi.Aaround and on top of the <br />compost pile at different cross-sections as follows: <br />• One-half the horizontal width of the pile <br />• One-fourth the horizontal width of the pile <br />• One-eighth the horizontal width of the pile <br />Results from sampling of the finished product should be sent directly to the LEA from the <br />certified laboratory. <br />Metal Concentrations. The maximum acceptable metal concentrations are presented in <br />Table 3. Tests for metal concentration will be conducted at a certified lab: <br />Pathogen Reduction. In accordance with 14 CCR, Section 17868.3 (Pathogen Reduction), <br />the density of fecal coliform in the stabilized compost, that is or has at one time been active <br />compost, will be less than 1,000 most probable number (MPN) per gram of total solids on a <br />Forward Composting Facility SWT Engineering <br />Report of Compostlng Site Information -May 2014 <br />z:\projects\all ied waste\forward \resource recovery fa cility \5 yr permit rvw 2013-14\rcsi 2014\text\sec 2 -revtr .doc