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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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33 (STATE ROUTE 33)
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35100
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2900 - Site Mitigation Program
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PR0506447
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/20/2024 8:59:29 AM
Creation date
6/25/2020 3:42:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0506447
PE
2960
FACILITY_ID
FA0007429
FACILITY_NAME
CROP PRODUCTION SERVICES VERNALIS FACILITY
STREET_NUMBER
35100
Direction
S
STREET_NAME
STATE ROUTE 33
City
VERNALIS
Zip
95385
APN
25518008
CURRENT_STATUS
01
SITE_LOCATION
35100 S HWY 33
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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GEOSYNTEC CONSULTANTS <br /> Mr. Robert S. Fagemess <br /> 14 August 2000 <br /> Page 2 <br /> The Permit prohibits discharge to the canal when both the electrical conductivity <br /> (EC) of the receiving water upstream of the WFS outfall and the EC of the discharged <br /> groundwater exceeds 700 µmhos/cm. Discharge to the canal is also prohibited when the <br /> sum of the receiving water EC and the discharged groundwater EC is greater than <br /> 700 µmhos/cm as measured approximately 245 ft downstream of the discharge location <br /> into the canal. Furthermore, discharge to the canal up to 60 gallons per minute (gpm) is <br /> also prohibited when the flow in the canal is less than 20 cubic feet per second(cfs). <br /> The 1999 irrigation season began in mid-March and Lateral 4 North began carrying <br /> irrigation water at full capacity. To check whether discharge of groundwater from WFS <br /> would be limited due to EC conditions, GeoSyntec began gathering EC measurements <br /> from the canal. <br /> On 4 May 1999, the EC in Lateral 4 North was measured at 500 µmhos/cm, which <br /> is below the 700 µmhos/cm limit set forth in the Order. By 9 June 1999, the EC <br /> increased to 900 µmhos/cm and did not fall back below 700 µmhos/cm for the <br /> remainder of the irrigation season that ended on 2 November 1999. The EC monitoring <br /> program indicated that there might be a 2-month window, from mid-March to mid-May, <br /> when the EC conditions in Lateral 4 North were sufficiently low (below 700 gmhos/cm) <br /> so that groundwater from the WFS Vernalis site could be discharged. <br /> The frequency of EC measurements between March and May 1999 was not <br /> sufficient to confirm that the EC in Lateral 4 North remained below 700µmhos/cm <br /> throughout the entire 2 months. As an alternative to discharging to the canal, <br /> GeoSyntec redesigned the groundwater extraction system to include carbon treatment <br /> followed by discharge to an on-site storage tank where the water could be used for <br /> liquid fertilizer production. Construction of the modified system was completed in <br /> December 1999. <br /> Discharging to the canal is preferred over discharging to a storage tank because it <br /> allows for continuous pumping. To more accurately evaluate whether the EC <br /> conditions in Lateral 4 North during the first two months of an irrigation season are <br /> sufficiently low to allow discharge to the irrigation canal, EC was measured twice daily <br /> !:\WFS\SHELL\VER\NPDESIIuly 2000 Inspection Rpt..doc <br /> r <br /> `, RECYCLED AND RECYCLABLE <br />
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