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ARCHIVED REPORTS XR0009533
EnvironmentalHealth
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EL DORADO
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3500 - Local Oversight Program
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PR0544711
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ARCHIVED REPORTS XR0009533
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Last modified
7/30/2019 3:26:29 PM
Creation date
7/30/2019 2:33:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009533
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Former Manna Pro Site Page 6 <br /> Project No 207 3 <br />' Remedial Feasibility Study <br /> • 3.0 NATURAL ATTENUATION <br />' Groundwater monitoring has been conducted at this site for almost a decade Examination of <br /> the groundwater monitoring data suggests that natural attenuation is degrading the <br />' contaminant plume albeit at a very slow rate Data from the peripheral wells (i e MW-4, <br /> MW-5, MW-7, MW-8, MW-9, & MW-10) seem to suggest that the total "footprint" or areal <br /> extent of the contaminant plume is decreasing In the core of the contaminated area as <br />' represented by samples from MW-1, MW-2, MW-3, and MW-6, the rate of natural <br /> attenuation seems to be much slower than that observed in the peripheral wells Over all, <br />' contaminant concentrations in these wells have decreased about 35 percent since the wells <br /> were constructed The well with the highest absolute concentration (MW-1) has, however, <br /> exhibited the lowest percentage contaminant decrease Taken as a whole, the data appears to <br /> suggest that area with higher contaminant concentrations experience the slowest rate of <br /> natural attenuation This is believed to be due to oxygen-depleted conditions in the more <br /> heavily contaminated areas <br /> The length of time needed for natural attenuation to adequately mitigate the release was <br /> estimated using TPH-G concentrators from groundwater monitoring events for the four wells <br /> i cited in the preceding paragraph A log-normal cross-plot of TPH-G concentration against <br /> the time (in years) since the wells were constructed was generated using Excel software A <br /> copy of the cross-plot is included as Figure 5 A best fit linear projection was made for each <br /> i of the four plotted wells as shown in the figure Based on the rate of attenuation exhibited <br /> in the groundwater to date, and projecting forward, it appear that it may take at least an <br /> additional 25 to possibly as much as 100 years for natural attenuation to progress sufficiently <br /> i for a site closure to be considered possible The time range is due variations in the highest to <br /> lowest interpreted attenuation rate <br /> iShould the natural attenuation method of site mitigation be employed, no additional work <br /> would be completed except for continued groundwater monitoring It is likely that over this <br /> i period of time it would be necessary to repair or replace some, or all, of these wells <br /> Assuming that groundwater monitoring costs $12,000 per year in constant year 2000 dollars, <br /> the total cost of monitoring would be from $300,000 to $1,200,000, depending on the length <br /> i of the remedial project Based on a lifetime midway between the two (i e 62 years) the total <br /> estimated cost would be $744,000 <br /> i <br /> i <br /> i <br /> • <br /> i2937 Veneman Ave,#13240 Geo-Phase Environmental Inc Phone(209)569-0293 <br /> Modesto,CA 95356 Fax(209)569-0295 <br /> i <br />
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