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ARCHIVED REPORTS_JULY 2014 FINAL RCSI
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ARCHIVED REPORTS_JULY 2014 FINAL RCSI
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Last modified
11/25/2024 11:36:58 AM
Creation date
12/16/2021 11:39:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
JULY 2014 FINAL 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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SJGOV\cfield
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EHD - Public
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3-11 <br />Forward Composting Facility SWT Engineering <br /> Report of Composting Site Information - July 2014 <br />z:\projects\allied waste\forward\resource recovery facility\5 yr permit rvw 2013-14\rcsi 2014\text\sec 3.doc <br />result, will not inundate or potentially erode the adjacent creek or inundate the landfill. The <br />predicted elevations from the 500-year flood event range from 40.5 feet on the southwest <br />edge to 43 feet on the east edge of the landfill along Austin Road and this level is only one <br />to two feet higher than the toe of existing landfill slopes. The existing South Fork of South <br />Littlejohn’s Creek was designed to channel the 100-year flood flow of 1,550 cfs within its <br />banks and an additional one foot of freeboard. In the event that a 500 -year flood occurs <br />(1,700 cfs, according to FEMA Flood Flows), the excess flow will spill over the southerly bank <br />and into the adjacent area, rather than impact the Forward Landfill. The South Fork of <br />South Littlejohn’s Creek alignment is also a very flat gradient, 0.0006 feet per foot; <br />therefore, erosion is not a significant concern. <br />Evaporation. The estimated annual evaporation for the site is 78.43 inches based on Pan A <br />evaporation data recorded between 1919 and 1968 at Oakdale Woodward Dam (Station <br />No. BOO 630500, latitude 37°51'28", longitude 120°52'42", Elevation 215 above mean <br />seal level [amsl]), located approximately 13 miles southeast of the site (California <br />Department of Water Resources, 1979). A minimum mean monthly evaporation of 1.14 <br />inches has been calculated for December and January, and a maximum mean monthly <br />evaporation of 14.69 inches has been calculated for July. <br />Wind. During summer periods, winds usually originate from the north end of the San Joaquin <br />Valley and flow in a south-southeasterly direction through the valley and Tehachapi pass, <br />and then into the neighboring Southeastern Desert Air Basin. During winter months, winds <br />occasionally originate from the south end of the valley and flow in a north-northwesterly <br />direction. During winter months, the valley experiences light, variable winds, less than 10 <br />miles per hour (mph). Low wind speeds, combined with low inversion layers in the winter, <br />create a climate conducive to high concentrations of certain air pollutants. <br />The California Air Resources Board (1984) analyzed wind data for the Stockton Airport <br />weather station for the period from 1964 to 1980. The prevailing wind for the Stockton <br />station blows from the west-northwest (45.3 percent of the time) and the north (15.9 <br />percent of the time). Calm winds occur 6.9 percent of the time. A wind rose (Figure 9) <br />developed from the Stockton WB Airport station data provides wind direction information. <br />The mean annual wind speed is 8.2 miles per hour. <br />3.5.4 End Use <br />Forward produces a range of products and markets all of the compost produced by the <br />Compost Facility. Forward is investigating potential uses such as top soil amendments, <br />mulch ingredients, and/or soil conditioners. Material may be produced in both bulk and <br />bagged forms. Some of the product is utilized on-site for soil amendment and/or ADC. <br />Nonrecoverable or nonmarketable residue are not stored longer than 48 hours at the <br />facility. The residues are removed and transferred for disposal at the active working face of <br />the landfill in accordance with 14 CCR, Section 18227(j). <br />3.5.5 End Product <br />Forward follows a process to ensure that the compost end product is innocuous and free of <br />sharp edges and particles that have the potential to be harmful to human health and safety. <br />The quality of the end product will depend on the product's use. The highest quality end <br />product would be used as top soil amendment. Forward follows the sampling and analysis <br />requirements, as discussed in previous sections, to ensure that all compost products meet
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