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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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WASTE DISCHARGE REQUIREMENTS ORDER NO. R5-2014-0006 -11- <br />FORWARD INC. AND REPUBLIC SERVICES INC. <br />FORWARD CLASS II LANDFILL <br />SAN JOAQUIN COUNTY <br /> <br /> <br />36. Based on a site-specific seismic analysis, the controlling maximum credible earthquake <br />(MCE) for the site is a moment of magnitude 6.4 event along the Great Valley Fault at a <br />closest rupture distance of 21 miles (34 kilometers) from the site. It is estimated that a MCE <br />event would produce a peak ground acceleration of 0.13 g at the site. <br />37. The facility receives an average of 13.31 to 14.35 inches of precipitation per year as <br />measured at the site. The mean pan evaporation is 78.43 inches per year as measured at <br />the Oakdale Woodward Dam Station. <br />38. The 1,000-year, 24-hour precipitation event for the facility is estimated to be 4.11inches, <br />based on California Department of Water Resources’ bulletin 195 entitled Rainfall Depth- <br />Duration-Frequency for California, revised November 1982, updated August 1986. <br />39. The waste management facility is not within a 100-year flood plain based on the US Dept. of <br />Housing and Urban Development, National Flood Insurance Rate Map, October 2009. <br />40. Storm water sedimentation basins are located west of the landfill as shown on Attachment B. <br />The basins detain storm water for sedimentation control during the rainy season and are <br />normally dry during the summer months. Storm water from the sedimentation basins is <br />typically evaporated but may be discharged to North or South Forks of South Littlejohns <br />Creek. <br />SURFACE WATER AND GROUNDWATER CONDITIONS <br />41. The Water Quality Control Plan for Sacramento and San Joaquin River Basins, Fourth <br />Edition (hereafter Basin Plan), designates beneficial uses, establishes water quality <br />objectives, and contains implementation plans and policies for all waters of the Basin. <br />42. Surface water drainage from the northern half of the site is to the North Fork of South <br />Littlejohns Creek; drainage from the southern half flows to the South Fork of South Littlejohns <br />Creek thence to Littlejohns Creek in the Duck-Littlejohns Hydrologic Area (31.40) of the San <br />Joaquin River Basin. <br />43. The designated beneficial uses of Littlejohns Creek as specified in the Basin Plan, are <br />municipal and domestic supply; agricultural supply; water contact recreation; non-contact <br />water recreation; commercial and sport fishing; warm fresh water habitat; cold freshwater <br />habitat; wildlife habitat; preservation of biological habitats of special significance; migration of <br />aquatic organisms; and spawning, reproduction, and/or early development. <br />44. The first encountered groundwater ranges from about 60 feet to 80 feet below the native <br />ground surface. Groundwater elevations range from about -14 feet to -30 feet below the <br />mean sea level (BMSL). The depth to groundwater fluctuates seasonally as much as 10 <br />feet. Groundwater is unconfined.
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