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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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18678
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2900 - Site Mitigation Program
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PR0517377
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 1:57:04 PM
Creation date
4/1/2020 3:56:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0517377
PE
2965
FACILITY_ID
FA0013386
FACILITY_NAME
CALIFORNIA CONCENTRATE CO
STREET_NUMBER
18678
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
18678 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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CENTRAL VALLEY REGIONAL WATER QUALITY CONTROL BOARD <br /> 1N5PECfitON°REPORT <br /> 28 September 2017 <br /> DISCHARGER: California Concentrate Company <br /> LOCATION & COUNTY: 18678 N. Hwy 99, Acampo, San Joaquin County <br /> CONTACT(S): Dominic Alexander <br /> INSPECTION DATE: 21 September 2017 <br /> INSPECTED BY: Brendan Kenny <br /> ACCOMPANIED BY: Dominic Alexander <br /> INTRODUCTION <br /> The California Concentrate Company processes grapes and barley. Production of grape juice and <br /> grape juice concentrate occurs from August through early November of each year. Barley processing <br /> typically begins in December and continues until July. Wastewater generated from processing grape <br /> juice concentrate is pretreated to raise the pH prior to being discharged into the wastewater collection <br /> system. Other wastewater (wash down water) is collected in floor drains in the process buildings and <br /> gravity flows through a weir with a flow meter before being discharged into three unlined, aerated <br /> evaporation/percolation ponds, which are operated in series. After wastewater is treated in the ponds <br /> the water may be distributed to a series of percolation beds for disposal. The discharge is regulated <br /> under Waste Discharge Requirements (WDRs) Order 98-136. <br /> OBSERVATIONS AND COMMENTS <br /> The purpose of the inspection was to observe the current condition of the wastewater treatment and <br /> disposal system, evaluate compliance with the WDRs and assess potential sources of odors in <br /> response to odor complaints recently received by Board staff. The inspection began with a brief <br /> introduction and sign in at the office. I asked if I could take photographs during the inspection. Dominic <br /> agreed and we proceeded to the wastewater ponds. A copy of the photographic log is enclosed. <br /> Wastewater Pond No. 1 is the western most pond and had approximately two feet of freeboard. No <br /> freeboard gauge was present in the pond. The pond was equipped with two aerators (Figure 1). Both <br /> aerators were functioning and reportedly operate continuously. Odors associated with wastewater were <br /> observed around the pond perimeter. The pH in the pond was reported to be 4.5 (below the WDR limit <br /> of 6.5-8.5). Dominic informed me that he had been adding potassium hydroxide to the pond in an <br /> attempt to raise the pH. The cause of the low pH was suspected to be a pH meter in the processing <br /> facility that had previously failed allowing low pH wastewater not be adequately neutralized before <br /> discharging into the pond. The meter had since been repaired and the Discharger was working with a <br /> consultant to schedule a review and evaluation the wastewater system so that a plan to mitigate the <br /> low pH and odors from the ponds could be developed. <br /> Wastewater Pond No. 2, the middle pond, appeared to have two feet of freeboard. The pond was <br /> equipped with two aerators, which were both operational. The water surface was partially covered with <br /> Approved: I I CIWQS Inspection ID 30098495 <br />
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