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SU0005250
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Last modified
5/7/2020 11:31:34 AM
Creation date
9/9/2019 10:57:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0005250
PE
2631
FACILITY_NAME
PA-0500462
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911031& 32
ENTERED_DATE
7/26/2005 12:00:00 AM
SITE_LOCATION
17950 W VIA NICOLO RD
RECEIVED_DATE
7/25/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\V\VIA NICOLO\17950\PA-0500462\SU0005250\APPL.PDF \MIGRATIONS\V\VIA NICOLO\17950\PA-0500462\SU0005250\CDD OK.PDF \MIGRATIONS\V\VIA NICOLO\17950\PA-0500462\SU0005250\EH COND.PDF \MIGRATIONS\V\VIA NICOLO\17950\PA-0500462\SU0005250\EH PERM.PDF
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EHD - Public
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Ben Hall -3- 14 December 2006 <br /> Musco Family Olive Company <br /> Regional Water Board staff's review of the Pilot Study Report raised the following concerns'. <br /> 1. Section 3.2 of the Pilot Study Report states that "[I]evels of fats, oils, and greases (FOG) <br /> also varied in the influent batches, from less than 90 mg/1 to over 400 mg/f' and that "[t]he <br /> influent FOG levels did not appear to impair the MBR function." Regional Water Board <br /> staff's experience is that elevated oil and grease concentrations, such as those given in <br /> the Pilot Study.Report, commonly result in disruption of flow in systems much less <br /> sensitive to clogging than a 0.04-micron membrane (e.g., sewage collection systems). It <br /> appears that oil and grease separation, a technology commonly employed in the <br /> restaurant and other industries, was not considered or attempted as a means to reduce <br /> the membrane fouling described above. While oil and grease may not be the sole cause <br /> of membrane fouling, consideration should be given to (a) various means of separating oil <br /> - " and"grease from the various-waste streams and (b) potential impacts of elevated,, <br /> concentrations on individual units within the treatment train. <br /> 2. Section 6 of the Pilot Study Report states that "[o]perating a biological process is complex <br /> and requires a fairly sophisticated level of operator attention and training." Regional <br /> Water Board staff concur and are concerned that the lack of a trained operator may have <br /> unnecessarily impaired the pilot study results. <br /> 3. Appendix A to the Pilot Study Report was prepared by ZENON Environmental Inc. <br /> (ZENON) and consists of ZENON's Treatability Study of Process Wastewater for Musco <br />' (Treatability Study). Section 6.3 (Analytical_ Results) of the Treatability Study documented <br /> the following areas of concern: <br /> a. Reliability of.Analytical Results <br /> i. . "In addition to'variations among batches, several labs were used throughout the <br /> study and this may have further contributed to the variations." <br /> ii. "The lab(s) that were used during the first half of the study reported ZeeWeed® <br /> Permeate 80D results that were extremelyhigh,.typically in the 900,- 200 mg/L <br /> range. Most of the results in the second half of the study were reported as non'- <br /> detectable, with a few exceptions. The detection limit seemed to vary greatly <br /> with each test (ranging from <5 to <500 mg/L).". <br /> iii. "The lab results show extremely variable TSS concentrations in the ZW <br /> permeate, ranging from non-detectable to over 400 mg/L. It was suspected that <br /> these results were inaccurate due to the fact that solids were not visible in the <br /> samples before they were sent out to the lab. in addition, the wide range of <br /> effluent results is not indicative of a membrane based system (i.e. it is unlikely <br /> that there would be several hundred parts per million of TSS in the effluent one <br /> day, and non-detectable the next day, from the same filter). <br /> "it is also possible that the tests"were not performed on the samples in a timely <br /> manner, allowing biogrowth or post-precipitation to occur.. However, it is <br />
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