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ARCHIVED REPORTS_2022 [REV] RCSI W/CHANGES
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ARCHIVED REPORTS_2022 [REV] RCSI W/CHANGES
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Last modified
11/25/2024 11:37:57 AM
Creation date
5/14/2024 2:31:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2022 [REV] RCSI W/CHANGES
RECORD_ID
PR0440011
PE
4445
FACILITY_ID
FA0006918
FACILITY_NAME
FORWARD RESOURCE RECOVERY FACI
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
01
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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2-11 <br />Forward Composting Facility SWT Engineering <br /> Report of Composting Site Information - August 2019January 2022 <br />z:\projects\allied waste\forward\resource recovery facility\5 yr permit rvw 2019-2020\rcsi 2019\text\sec 2.doc <br />northeast. <br />The sediments have been divided into three large groups based on gross lithology and <br />pervasive distinctions in color. Although several st rata can be recognized in the logs, for <br />purposes of this report they were grouped into the following three larger groups: <br />Group A Surface to approximately 28 to 40 feet below ground; highly interbedded <br />sandy silt, clayey silt, silt, and clay. A few layers of sand are present. <br />Generally sands are fine grained. Most of the sediments have an oxidized <br />appearance, showing an orange brown color. <br />Group B Top - approximately 28 to 40 feet deep to bottom: approximately 55 to 75 <br />feet deep (25 to 35 feet thick); interbedded sand, silty sand, silt, and a little <br />clay. Sands are fine grained. Overall, this layer is a little sandier than Group <br />A. Sediments are distinctly less oxidized than G roup A showing a grey brown <br />color. <br />Group C Top - approximately 55 to 75 fee t deep, bottom (approximately 110 feet <br />deep): Sediments dominated by fine-to-medium grained sand; some coarse <br />grained or gravelly layers. A few layers of silt and clay material occur. Color <br />is generally light brown to yellow brown. Grains are large eno ugh to assess <br />and conclude that the sediments appear to be granitic in origin. <br />Surface Soils. The surface soils are mainly composed of two soil types typical of Victor <br />Formation sediments. The two soils, as mapped by the U. S. Soil Conservation Service, a re <br />known as Clear Lake clay (CL) and Jacktone clay (ST). These soils are similar in composition, <br />being formed from alluvium. The Jacktone and Clear Lake clays are equally pervasive at the <br />site with the Clear Lake clay more prevalent in the northern and s outhern portions of the site <br />and the Jacktone clay more prevalent through the middle portion. These soils are subject to <br />rare flooding in years of abnormally high rainfall over short durations. <br />The most widespread soil type on the site is the Jacktone cla y (ST), which covers the nearly <br />flat terrain approximately 100 to 200 feet from the South Fork. Typically, this soil type is <br />found on 0 to 2 percent slopes forming a moderately deep hardpan of somewhat poorly <br />drained soil made up of generally dark gray clay about 2 inches thick, underlain by light gray <br />clay loam, followed by hardpan of 3 inches. Permeability is low, the available water -holding <br />capacity is moderate, the shrink -swell potential is high, water may be perched on top of the <br />hardpan following he avy rain, runoff is slow, and the water erosion hazard is slight. The <br />typical uses of this soil type are irrigated cropland, orchards, vineyards, and sometimes <br />irrigated pasture and urban development. <br />The Clear Lake clay soil type is common along the Nort h Fork and South Fork of South <br />Littlejohn’s Creek . The surface layer is dark gray clay about 29 inches thick followed by <br />another 8 inches of dark gray clay, then 5 inches of mixed light brownish gray clay loam, <br />then variegated dark grayish brown , weakly t o strongly cemented hardpan to a depth of 60 <br />inches. The permeability of this soil is low, available water capacity is moderate, the shrink - <br />swell potential is high, water erosion hazard is low, and the soil is subject to rare flooding <br />during abnormally high rainfall events. This soil type is typically used for irrigated cropland, <br />orchards, and sometimes irrigated pasture and urban development. <br />Soil Properties . Subsurface soil properties have been evaluated in several geotechnical <br />investigations. The first investigation of the on-site subsurface soils was performed by
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