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CORRESPONDENCE_4/7/22 [REV] APPENDICES W/FIRE PERMIT
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CORRESPONDENCE_4/7/22 [REV] APPENDICES W/FIRE PERMIT
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Last modified
5/30/2024 8:31:35 AM
Creation date
5/14/2024 10:57:45 AM
Metadata
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EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
4/7/22 [REV] APPENDICES W/FIRE PERMIT
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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Forward Resource Recovery Facility WDR Technical Report <br /> <br />HDR Engineering, Inc. 7 October 2021 <br /> <br />Groundwater Flow Direction and Depth <br />Based on data collected between 2003 and 2017, groundwater generally flows in a north to <br />northeasterly direction. The facility’s First Quarter 2020 Water Quality Monitoring Report indicated <br />that groundwater flowed to the northeast at an average hydraulic gradient of approximately 0.001 to <br />0.002 ft/ft. <br /> <br />The depth to groundwater across the site ranges from 50 to 70 feet below the ground surface, with <br />seasonal variations in groundwater depth up to 10 feet. Typically, the highest groundwater elevations <br />are observed during the winter/spring and the lowest levels are observed in the summer/fall. <br /> <br />The groundwater flow velocity ranges from 0.001 to 0.003 ft/ft. Slug tests performed in four wells at <br />Forward Landfill indicated hydraulic conductivity values of 0.02 to 0.002 cm/s for the uppermost <br />aquifer beneath the landfill. Based on the maximum hydraulic conductivity and hydraulic gradient <br />and an estimated effective porosity of 0.2, the maximum groundwater velocity beneath the facility is <br />estimated to be approximately 0.85 ft/day. <br /> <br />2.4 Water Supply Wells <br />There are two water supply wells located at the Forward Resource Recovery Facility. The water <br />supply well used for dust control and process water is located south in the southeast corner of <br />the facility along Austin Road. The water supply well used for irrigation purposes (e.g., frontage <br />landscaping) is located just south of the facility entrance. These are shown in Appendix D. <br />2.5 Flood Plain <br />The operation is located within a Special Flood Hazard Area (SFHA) and immediately adjacent to <br />a regulatory floodway based on the Federal Emergency Management Agency’s (FEMA) <br />designation. This information can be found on flood map numbers 06077C0630F and <br />06077C0635F in FEMA’s Flood Map Service Center and is included in Appendix E. The <br />distances to the nearest 100-year floodplains are approximately 1 mile east, 0.6 miles west, and <br />0.7 miles north of the facility. <br />2.6 Nearby Water Bodies <br />The nearest water body to the facility is the south fork of South Littlejohn’s Creek, which runs <br />through the Forward Landfill and directly north of the Forward Inc. Compost Facility. An off-site <br />unnamed drainage ditch runs on the south side of the compost facility and meets the south fork <br />of South Littlejohn’s Creek on the west side of the site. Surface water from the site flows west and <br />ultimately discharges into Littlejohn’s Creek approximately 2.5 miles northwest of the facility. See <br />Appendix F for a map of the nearby surface water bodies. <br />
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