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2900 - Site Mitigation Program
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PR0526080
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/18/2020 8:53:51 AM
Creation date
5/18/2020 8:47:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0526080
PE
2965
FACILITY_ID
FA0017647
FACILITY_NAME
RIVERBANK WASTEWATER TREATMENT PLNT
STREET_NUMBER
23865
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95367
CURRENT_STATUS
01
SITE_LOCATION
23865 S SANTA FE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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CENTRAL VALLOREGIONAL WATER QUALITY ONTROL BOARD <br /> INSPECTION REPORT <br /> Report Date: 27 March 2001 <br /> DISCHARGER: CITY OF RIVERBANK <br /> LOCATION & COUNTY: RIVERBANK, STANISLAUS COUNTY <br /> CONTACT(S): STEVE BLACK, RANDALL DODD (CITY OF RIVERBANK) <br /> DAVE RICHARD, MIKE ANDERSON, JON CRAWFORD (NOLTE) <br /> INSPECTION DATE: 21 MARCH 2001 <br /> INSPECTED BY: ANNE OLSON AND WENDY WYELS <br /> ACCOMPANIED BY: <br /> OBSERVATIONS AND COMMENTS: The purpose of the visit was to inspect conditions related <br /> to pond freeboard and berm stability and to discuss concerns about potential berm failure. A <br /> photographic log is attached. <br /> The Discharger's water balance, completed last fall, showed that there was adequate disposal <br /> capacity at the plant for at least another 10 years. The Discharger believes the current freeboard <br /> problem is due to reduced percolation resulting from delayed routine pond maintenance. Staff <br /> stated that the overall condition and stability of the western and northern pond berms as identified <br /> in their geotechnical consultant's report is now a key issue because the berms are apparently <br /> saturated and the Discharger has had to repair leaks in the western berm. <br /> The Discharger requested permission to construct an emergency effluent storage/disposal area on <br /> a vacant orchard west of the plant site and has obtained an estimate to line the inside of the <br /> western berm with a geosynthetic clay liner. The Discharger has requested that RB-AAP cease <br /> discharge of treated groundwater to the sewer, which will reduce the influent flow by 250,000 <br /> gpd. The Discharger recognizes that it will probably be necessary to shut down the tomato <br /> cannery discharge this year so that most of the ponds can undergo routine maintenance to restore <br /> percolation rates, but that will not alleviate the current problem. <br /> We encouraged the Discharger to take any steps necessary to prevent and contain any possible <br /> spills and investigate the possibility of obtaining addition SRF loan monies to help raise capital to <br /> perform emergency work. We will contact the SWRCB to support their request. <br /> Because of the seriousness of the current situation and the recent pattern of violations related to <br /> inadequate maintenance and equipment, we will issue a draft Cleanup and Abatement Order to <br /> formalize the scope of required work and assign an enforceable schedule for that work. The <br /> Discharger has, through their own efforts and in response to previous enforcement letters, <br /> developed an appropriate scope of planned work, and the pace of planned long-term <br /> improvements has generally been adequate. Because of the emergency situation, they must act <br /> quickly to prevent a catastrophic spill. <br />
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