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2900 - Site Mitigation Program
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PR0523929
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/30/2019 10:47:55 AM
Creation date
5/30/2019 10:22:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523929
PE
2965
FACILITY_ID
FA0016100
FACILITY_NAME
WRP #1/ CITY OF LATHROP
STREET_NUMBER
18800
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813035
CURRENT_STATUS
01
SITE_LOCATION
18800 CHRISTOPHER WAY
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMAS AND MASTER RECLAMATION PERN*O. 12 <br /> CITY OF LATHROP <br /> WASTEWATER RECYCLING PLANT <br /> SAN JOAQUIN COUNTY <br /> an SSO in the time from adoption of this Order until self-certification of the SSMP is required by <br /> the State Board. <br /> Site-Specific Conditions <br /> 34:55. Annual precipitation in the vicinity averages approximately 13.31 inches. The mean pan <br /> evaporation rate is approximately 50.8 inches per year. With the exception of some of the River <br /> Islands land application areas and potential land application area No. A26 and A27 (described in <br /> the RWD) all areas proposed for wastewater collection, treatment, storage and reclamation <br /> facilities are outside the 100-year flood zone. Land application areas will not be irrigated except <br /> as needed to meet vegetation water needs. Saturated soil will not be irrigated with recycled <br /> water. <br /> 356. The facility lies within the San Joaquin Delta Hydrologic Unit Area No. 544.00, as depicted on <br /> interagency hydrologic maps prepared by the Department of Water Resources in August 1986. <br /> 36:57. Based on the National Resource Conservation Service soil survey,the soils in the proposed land <br /> application areas are sandy to silty clay loams. Published infiltration rates for the soils range <br /> from 0.06 to 6.0 in/hr. <br /> Groundwater Considerations <br /> 37-58. Groundwater currently used for municipal supply typically is drawn from wells that penetrate <br /> the Laguna Formation (approximately 150 to 1,000 ft. bgs). <br /> 34,59. Several consultants performed the initial groundwater monitoring work for the Discharger and <br /> no standardized approach was implemented. <br /> -59-.60. As City development progresses, some existing monitoring wells may prove to be unnecessary <br /> and/or in the way of construction activities. The RWD states that a number of the wells will be <br /> properly destroyed or relocated during construction of City infrastructure, recycled water storage <br /> ponds, or land application areas. <br /> 6&61. A damaged stormwater drainage pipe is locally dewatering the southern portion of the Mossdale <br /> Landing area. The broken pipe is located on the east side of Highway 5. The damaged pipe is <br /> near recycled water storage ponds and land application areas; therefore, it could allow more rapid <br /> transport of wastewater contaminants to surface water bodies and must be repaired. The <br /> Discharger has committed to repairing the damaged pipe by June 2008. Provision G.l.f of this <br /> Order requires completion of the repair. The repair will be completed before groundwater <br /> originating in the recycled water land application areas/storage ponds is likely to migrate to the <br /> drainage pipe. <br /> 64-62. A 26 April 2005 Groundwater Monitoring Workplan Addendum prepared by Hydrofocus was <br /> approved on 12 May 2005. The Addendum included a list of monitoring wells for the Mossdale <br /> Landing, River Islands, and wastewater treatment facility ()AW-1) locations. Some of the wells <br />
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