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SU0004224 SSNL
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SU0004224 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:34 AM
Creation date
9/6/2019 10:26:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004224
PE
2632
FACILITY_NAME
PA-0300440
STREET_NUMBER
500
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
LINDEN
ENTERED_DATE
5/14/2004 12:00:00 AM
SITE_LOCATION
500 N JACK TONE RD
RECEIVED_DATE
8/29/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\500\PA-0300440\SU0004224\NL STDY_WDRS.PDF
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EHD - Public
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January 27, 2005 <br /> NOA Project Number: E04070B <br /> I Page 7 <br /> I <br /> Potential for Degtadation <br /> FChesney Consulting identified 30 total feet of silty clay to clayey silt, 10 total feet of silt, and 5 total <br /> feet of silty sand within a 45-foot exploratory soil boring,with horizontal layering of soils which <br /> tends to decrease infiltration. Below the 45-foot soil boring, there are an additional 60 feet of soil to <br /> R groundwater. It appears from-these conditions that only minimum vertical infiltration of water <br /> should be possible. <br /> F1Measured increases in freeboard during periods of good data were on an order of magnitude that <br /> suggests evaporation may be responsible for the majority of water loss in the storage pond. <br /> In their 2001 Nitrate Laadin,g Study Soil Suitability Study,Valley Ag Research included a hydraulic <br /> conductivity test intended to determine the rate of groundwater infiltration near the storage pond. <br /> According to that report, "the test results show the hydraulic conductivity of the subsoil silt strata <br /> possess a comparatively slow permeability and suggest it would theoretically take a water molecule <br /> approximately 9,141 days or 25 years to travel from near the soil surface to the water table, —95 ft <br /> below grade." <br /> Specific limitations on nitrogen,BOD,and pH in the wastewater are provided-by the WDRs.only as <br /> they relate to land application of the wastewater. ,In the absence of specific guidance, the <br /> recommended maximum drinking water concentrations from several regulatory sources have-been <br /> utilized. The average concentrations in the wastewater at Morada Produce for this period meet or <br /> exceed the recommended drinking water concentrations for nitrate as nitrogen,TDS,residual <br /> chlorine, and TTHMs. <br /> The pH in the storage pond water was found to exceed the recommended drinking water range on <br /> 15 occasions out of 37 total events. These high pH values were recorded during a time period when <br /> no influent was discharged to the pond and no effluent was pumped from the pond and may result <br /> from a natural algal bloom on the storage pond. The wastewater was not applied to land at any <br /> point during the monitoring period. <br /> Chloroform has been detected in the storage pond water at concentrations below the drinking water <br /> standards but exceeding the human toxicity value. It is the intention of Morada Produce to <br /> eliminate chloroform from its wastewater in 2005 by treatment that will neutralize free chlorine <br /> before it is released to the wastewater storage pond. The addition of the extensive metering systems <br /> referenced in the Technical Repw--Meter INstallation ,in addition to this treatment system, should <br /> greatly reduce the potential for degradation to groundwater. <br /> F1 <br /> $Neil O.Anderson&Associates,Inc.,Technical Report—Meter Installation,January 13,2005. <br /> E "0104 <br /> 1 : <br />
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