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ARCHIVED REPORTS_XR0006323
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545915
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ARCHIVED REPORTS_XR0006323
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Entry Properties
Last modified
9/29/2020 10:14:27 PM
Creation date
8/4/2020 2:25:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006323
RECORD_ID
PR0545915
PE
3528
FACILITY_ID
FA0025964
FACILITY_NAME
CONRADY PROPERTY
STREET_NUMBER
1002
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
1002 N YOSEMITE AVE
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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Mass benzene=(cone )(area)(thickness)(porosity)(pounds/eu ft) <br /> 68 x 10"9 x 750 ftz x 10 ft x 30 x 7 48 gal/ftp x 6 5 lbs /gal <br /> = 0 025 pounds, or 0 011 kilograms <br /> I <br /> Therefore, the computer model simulated a 24-hour release of 0 01 kilograms of benzene <br /> Hydraulic Conductivity and Gradient <br /> The hydraulic gradient at the site has been calculated numerous times over the course of <br /> the investigation The gradient varies over the site, but a value of 0 002 ft/ft is <br /> characteristic of the contaminated area To insure that the modeling result is not overly <br /> optimistic, a steeper hydraulic gradient of 0 004 ft/ft was input to the model <br /> No aquifer tests or hydraulic conductivity tests have been made at this site, so quantitative <br /> data on the hydraulic conductivity of the water-bearing sediment are lacking A typical <br /> value for medium-grained sand is 102 cm/sec, but qualitative information at this site <br /> (slow recharge rate in the sparging wells, excessive infection pressures required during <br /> downhole infection of the Oxygen Release Compound during site remediation) suggest <br /> that the hydraulic conductivity is less than the typical value (10-4 cm/sec is probably a <br /> more realistic number at this site) However,to insure that the results are conservative <br /> and compatible with the modeling program, the typical value was used The result of this <br /> substitution is to increase the groundwater flow rate above its true velocity <br /> Benzene Degradation Rate and Partition Coefficient <br /> A relatively low(slow) benzene aerobic half life biodegredation rate of 6,931 days was <br /> selected The benzene partition coefficient in water is a known constant <br /> I <br /> ' I , <br /> Other Parameters <br /> Other,characteristics, such as soil density and total organic carbon, are needed,by the <br /> I model to compute such parameters as retardation rates These characteristics were not <br /> I measured during any phase of site assessment, and were therefore estimated from similar <br /> I I <br /> sites <br /> I OUTPUT DATA EVALUATION <br /> ` 'Output data for each time step over the`9 5 year simulation period are presented in <br /> I , <br /> Appendix A and summarized in Table 2 Output data indicate a maximum predicted I <br /> benzene concentration of 138 ppb at the release location within the first six months after' <br /> 1 release Four the first four years,benzene remains localized within 10 meters <br /> I' (approximately 30 feet) of the source, and concentrations decrease steadily to less than 50 I I I <br /> ppb within three years The simulation predicts that benzene will increase to a, E <br /> concentration of 4 ppb at a distance of 20 meters Eby the tenth year, but will not be, , <br /> detectable at a distance of 20,meters(60 feet) from the;sourcelat any time Factor`s that <br /> ' <br /> �f�l lRi ' ` Illlr€I'{ rl!'I,f rlrl 0. ,[E1 ,I r'IM I``II'I 11 i ,� ` IF Ilii 411 <br /> 1l'il I I II I`l 11 lil Ilii ' I II Oil`I' '� ' 7 , �1 I r �I +Iip <br /> l �Ilo h I 11 I <br /> a 'I'll II i " i t Ill Ill 11 1 II 11 <br /> l <br /> F'I illlrll II I III ill I�, I I I rE I I I I`rfll II�'Il'E'illt'tl'l it I'r I fIl II II V �l I II"I,tI< E�lll ll' r*`' k ` �f lir( 1 li s pip I 411 I <br /> I I III til II' 1111 ll J I I�l 11 id I�'I I I I I Il`I I I I S nl Ill ul I t I' <br />
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