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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0516772
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/1/2020 12:44:39 PM
Creation date
6/1/2020 12:23:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2002-0148 -8- <br /> MUSCO FAMILY OLIVE COMPANY AND THE STUDLEY COMPANY <br /> WASTEWATER TREATMENT AND LAND DISPOSAL FACILITY <br /> SAN JOAQUIN COUNTY <br /> wastewater system, construction of the wastewater improvements designed by the Discharger's <br /> consultants, and cropping on all land application areas. <br /> 38. Administrative Civil Liability(ACL) Complaint No. R5-2002-0502 for$150,000 was issued by <br /> the Executive Officer on 11 April 2002 for violations of WDRs Order No. 97-037 in the time <br /> period between issuance of the C&A Order (17 November 2000) and the adoption of the TSO <br /> (25 January 2002). The Discharger waived its right to a public hearing and settled the ACL <br /> Complaint on 24 May 2002 with the $150,000 amount split into three $50,000 payments. <br /> 39. In April 2002, the Discharger requested a revision to TSO No. R5-2002-0014 to allow interim <br /> higher flow limits and supported that request with a technical report. The technical report <br /> addressed hydraulic, nutrient, and BOD loading but did not adequately address the dissolved solids <br /> loading. Because the TSO was considered an interim measure to allow the Discharger to continue <br /> operation while wastewater problems were addressed, staff supported the interim increase. A <br /> revised TSO No. R5-2002-0014-ROI was adopted by the Regional Board on 6 June 2002. In <br /> addition to the interim higher flow limits, the Discharger was allowed to apply wastewater as dust <br /> control in disturbed areas of the impoundment construction area and was allowed additional time <br /> to complete the 84-million gallon storage pond. The Discharger was required to provide an odor <br /> control report, evaluate the adequacy of monitoring well MW-9, and perform and submit the <br /> results of an additional groundwater monitoring event. <br /> 40. Staff have notified the Discharger several times that it is has violated provisions of TSO No. <br /> R5-2002-0014 and revised TSO No. R5-2002-0014-ROI. Violations include incomplete <br /> monitoring reports, exceedances of the flow limitations and DIS limitation, verification of <br /> nuisance odor conditions, and delayed construction of the 84-million gallon storage pond and <br /> tailwater return system. An Administrative Civil Liability Complaint will be prepared shortly after <br /> adoption of this Order. <br /> 41. As a result of the enforcement actions, the Discharger is constructing an 84-million gallon storage <br /> pond and is making improvements to the land application areas. The improvements include <br /> planting crops on the land application areas, mechanical equipment to improve distribution of <br /> wastewater on the land application areas, construction of tailwater collection ditches, and sumps <br /> equipped with pumps to return collected tailwater to either the 1-million gallon settling pond or the <br /> 84-million gallon storage pond. The improvements were designed to prevent wastewater from <br /> entering the surface water drainage course that flows though the land application areas and the <br /> facility. It is noted that the RWD states that the new storage pond will provide 114 million <br /> gallons of capacity; however, the Discharger notified staff on 31 July 2002 that the actual storage <br /> volume will be closer to 84 million gallons. <br /> GROUNDWATER CONDITIONS <br /> 42. The Discharger constructed a groundwater production well in 1983. The well is approximately 607 <br /> feet deep with a sanitary seal from the surface to 50-feet below ground surface. A gravel pack exists <br /> from 50 to 607 feet below ground surface. Based on five sample events performed from 1982 to <br /> 1999,the water quality in the well is as summarized in the table below: <br />
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