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2900 - Site Mitigation Program
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/1/2018 10:03:55 PM
Creation date
11/1/2018 11:57:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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w <br /> • • 1 <br /> Doug O'Neal <br /> Kearney-KPF Prove-Out Report <br /> May 14, 2003 <br /> Page 2 of 3 <br /> When the system was restarted in January 2003 at an initial flow of 142 g.p.m. <br /> (which was later raised to 153 g.p.m.) and the maximum concentration of 1,4, <br /> Dioxane was 200 pg/L, the power requirement of the UV system would be 69.77 <br /> kW based upon the previous cited report. On page 10, Section 6, Prove-Out . <br /> Activities and Results, June 2002 - October 2002, the second paragraph states <br /> that initial concentrations were as high as 260 pg/L and the final effluent (after <br /> treatment) was 12 pg/L which was stated as caused by residual leaching of the <br /> Carbon. This may have actually been caused by the insufficient exposure or <br /> residence time in the reactors. The power requirement for reduction from 260 <br /> pg/L to 2 pg/l_ is 73.74 kW. - <br /> 2. Page 11, Section 8 Discussion of Prove-Out Results/Evaluation of Treatment <br /> System Performance, first paragraph, last sentence, the statement is made, <br /> "However, these constituents are destroyed by the air stripper.", is incorrect. Air <br /> stripping is a physical process in which the volatile organic compounds are <br /> partitioned from groundwater by increasing the surface area of the contaminated <br /> water exposed to air. The air stripper removed the volatile organic contaminants <br /> from water and transferred it to the air. <br /> 3. Appendix A states that the design flow rate of 168 g.p.m. is to be used for sizing <br /> the reactor(s). As stated previously this flow rate will negatively impact the <br /> performance and capabilities of the UV/OX system. <br /> Recommendations <br /> 1. Engineering Service Unit (ESU) recommends sampling and monitoring of the <br /> emissions from the treatment system air stripper for contaminants of concern. <br /> The information obtained can be used in calculating on a mass basis the <br /> destruction efficiencies of the UV/OX system as well as the overall efficiency. <br /> The emissions from the stripper may be an air pollution issue. <br /> 2. Correct Table 3 to remove the Adjusted Results column as it is incorrect to <br /> subtract the results of the Lab Blank from the sample results. Additionally, the <br /> sample identified as TSIN on 9/5/01 at 8:20 which was received by the West <br /> Coast Analytical Service, Inc is invalid as the 1 liter bottle was broken as stated <br /> in the chain-of-custody form dated 9/6/01. Include in all future reports the fact <br /> that the sample was received broken and sufficient amount of fluid was collected <br /> for analysis from the Zip-lock bag in which the sample was shipped was <br /> analyzed. <br /> 3. ESU recommends that consideration be given to upgrade the current system <br /> with a larger reserve capacity. The treatment system design basis should be <br />
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