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Last modified
7/3/2019 12:52:29 PM
Creation date
7/3/2019 10:31:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0001781
PE
2960
FACILITY_ID
FA0004090
FACILITY_NAME
DIAMOND WALNUT GROWERS INC
STREET_NUMBER
1050
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
155 320 19 5
CURRENT_STATUS
01
SITE_LOCATION
1050 DIAMOND ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br /> Staff Report: DIAMOND WALNUT GROWERS <br /> 1050 DIAMOND ST <br /> Date: May 17, 1994 <br /> Staff: Diane M. Hinson <br /> Additional Soil Assessment and 4th QMR - UST Vaults <br /> Question regarding the material stored in vault 18: <br /> Resna indicated in a footnote that their review of purchasing reports of <br /> materials bought for storage in the vaults documented that 10 barrels of <br /> ethylene glycol were inadvertently purchased. Of the ten barrels, and only 2 <br /> barrels of ethylene glycol were unaccounted for since the others were returned <br /> to the vender for credit. <br /> In my discussion with Gregory Stahl, Resna, in the later part of 1993 in the <br /> 3rd QMR Resna supported data that the rapid degradation of glycols and <br /> degradation products resulting from the resultant byproducts would be unlikely <br /> as to provide a significant source of groundwater contamination. <br /> Based upon the research that Resna had performed, PHS/EHD expressed <br /> concurrence with these findings; therefore, additional soil investigation was <br /> not conducted in the vicinity of the glycol tanks with respect to the <br /> contaminant ethylene or propylene glycol. <br /> To further define the extent of soil contamination in the vicinity of former <br /> vault #8, Resna supervised the drilling and sampling of two additional soil <br /> borings; SBI and SB2, drilled by Spectrum Exploration. <br /> Soil borings were advanced to a maximum depth of 80 feet; sampling at 10 foot <br /> intervals. All samples were analyzed for total and soluble total chromium, <br /> EPA 6010 and 7191, respectively; total hexavalent and soluble hexavalent <br /> chromium, EPA method 7196. In addition, 2 samples from each boring were <br /> analyzed for magnesium, EPA method 200.7; and pH, EPA method 9045. <br /> SBI was found to consist predominantly of elastic silts, lean to fat clay <br /> lenses from the surface to approximately 51 feet below grade, and poorly to <br /> well graded sand with silt and silt with sand from 51 to 81 fbg; the TD <br /> explored. <br /> Aanged <br /> ra a of total chro level¢¢ from 10 - bgg,, was 3&7-Y—at� <br /> fromg t tal chromium vels rangedfrom 28-43 ppm bolubleomiumngel rom .65 - 3. 5 ppm f om 10 - 40 fb from 0 - 80leomium levels ran a from <. 10 -0.14 pp � 'Eotal exavalumnged2 0 - 11 pp from 10 - 0 fbg; <. 0 - 1.2 m frobg.exaval nt chr ium levels ra ged fr -<.005 0.11 pm from 5 - m t_pp fog. level%ranged from 6.9 at 40 a <br /> SB2 consisted of poorly graded sand with silt and silt with sand from the <br /> surface to approximately 70 fbg. Elastic silt and lean to fat clay <br /> interbedded with sand lenses from 17 fbg to 72 fbg; and poorly graded sand <br /> from approximately 72 fbg to 81 fbg to TD explored. <br /> The range of total chromium levels from 10 - 40 fbg was 25 - 77 ppm; from 50 - <br /> 80 fbg total chromium levels ranged from 29 - 48 ppm; and soluble total/ <br /> chromium levels ranged from .99 -1.6 ppm from 10 - 40 fbgi - 8 bg -fne <br /> soluble chromium levels ranged from <0.1 - 1.3 ppm Total romium <br /> levels ranged from 2.2 -3.5 ppm from 10 - 40 fbg; 50 - 80 fbg ranges were <0.5 <br /> - 1.0 ppm; soluble hexavalent chromium levels ranged from .13 -1.3 ppm from 10 <br /> - 40 fb , 50 - 80 fbq ranges were <.005 - 09 ppm,,T-M—anganese levels 560 ppm <br /> a fbg to 1200 ppm at 80 fbg; pH levels ranged from 7.4 at 40 fbg to 7.5 at <br />
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