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ARCHIVED REPORTS_[REV] MAY & JULY 2014 RCSI
Environmental Health - Public
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ARCHIVED REPORTS_[REV] MAY & JULY 2014 RCSI
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Last modified
11/25/2024 3:54:23 PM
Creation date
12/16/2021 11:31:07 AM
Metadata
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Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
[REV] MAY & JULY 2014 RCSI
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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EHD - Public
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2-14 <br />permeability of both these soils are low, the available water-holding capacity is <br />moderate, the shrink-swell potential is high, and the water erosion potentials are low. <br />The general water bearing characteristics of the surface soils, separated into clay, <br />silt, and sand components are presented in Table 1. Typical uses of these soil types <br />include irrigated cropland, orchards, vineyards, and sometimes irrigated pasture and <br />urban development. <br />(2) The Forward site is located in the San Joaquin hydrologic basin. Based on <br />groundwater elevation contours published by the San Joaquin County Flood Control <br />and Water Conservation District, the regional groundwater in the vicinity of the site is <br />now t yp ically 10 to 25 feet below mean sea level (bmsl)was 20 to 30 feet NGVD <br />(approximately 60 to 70 feet below ground surface (:!lg§gbs)) and appeared to be <br />flow §ffig to the north-northeast in Spring, 1990. <br />The sediments have been divided into three large groups based on gross lithology and <br />pervasive distinctions in color. Although several strata 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. gQottom ~-_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 Group Ai showing a grey brown <br />color. <br />Group C Top -approximately 55 to 75 feet deep .. ..-B...,Qottom to 10'o\'est avai lable data <br />(approximately 110 feet deep k Sediments dominated by saM, fine:--to: <br />medium grained sand ; some coarse grained or gravelly layers. A few layers <br />of silt and clay material occur. Color is generally light brown to yellow brown. <br />Grains are large enough to assess and conclude that the sediments appear <br />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, are <br />known as Clear Lake clay (CL) and Jacktone clay (ST). These soils are similar in <br />composition ... ; they 'Nere being formed from alluvium. The Jacktone and Clear Lake cla ys are <br />equally pervasive at the site with the Clear Lake clay more prevalent in the northern and <br />southern portions of the site and the Jacktone clay more prevalent through the middle <br />portion. These soils are sub ject to rare flooding in years of abnormally high rainfall over <br />short durations. <br />The most widespread soil type on the site is the Jacktone clay (ST), which covers the nearly <br />flat terrain approximately 100 to 200 feet from the South Fork. Typically, this soi l 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 />Forward Compostlng Facility SWT Engineering <br />Report of Composting Site Information -May 2014 <br />z:\projects \allied waste \forwardVesource recovery facility\5 yr permit rvw 2013-14Vcsi 2014\text\sec 2 -revtr.d oc
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