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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0527611
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
3/4/2020 1:58:18 PM
Creation date
3/4/2020 1:40:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0527611
PE
2957
FACILITY_ID
FA0018709
FACILITY_NAME
FORMER DOLLY MADISON
STREET_NUMBER
1426
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503010
CURRENT_STATUS
01
SITE_LOCATION
1426 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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*-P"TABLE 1 - CHECKLIST OF REQUIRED DATA-' <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Dolly Madison/Langendorf Bakery, 1426 S.Lincoln St., Stockton, San Joaquin County <br /> (RB#390279) <br /> Y 1. Distance to production wells for municipal, domestic, A 1997 and a 2000 sensitive receptor survey identified no <br /> agriculture, industry and other uses within 2000 feet of the site. supply wells located within 2000'of the Site. <br /> Y 2. Site maps, to scale, of area impacted showing locations of In July 1988, one 1,000-gallon gasoline UST was removed <br /> any former and existing tank systems, excavation contours and from the Site. A second deeper MTBE release from an <br /> sample locations, boring and monitoring well elevation offsite source exists at this Site. The UST release at e <br /> th <br /> contours, gradients, and nearby surface waters, buildings, subject site did not contribute significantly to the <br /> streets, and subsurface utilities; comm/n led plume. <br /> Y 3. Figures depicting lithology(cross section), treatment system Site lithology consists of clay, silt, sand and gravel to <br /> diagrams; 120'bgs, the total depth investigated. <br /> N 4. Stockpiled soil remaining on-site or off-site disposal(quantity); The fate and volume of the excavated soil are not <br /> discussed in the available documents. <br /> Y 5. Monitoring wells remaining on-site, fate;. Twenty four monitoring wells(MW-1 through MW-19, and SGW-1 through <br /> SGW-5), and ten remediation wells(VW-1 through VW-6, and AS-1 through <br /> AS-4) were properly abandoned on 23 March 2011. <br /> 6. Tabulated results of all groundwater Depth to groundwater varied from 17'to 25'bgs. Groundwater flow <br /> elevations and depths-to water; _ direction varied from southeast to northeast. Groundwater gradient <br /> -varied from 0:001-to 0.004 ft/ft- <br /> 7. Tabulated results of all sampling All data adequately tabularized in various reports, including closure report. <br /> and analyses: <br /> Detection limits for confirmation <br /> sampling <br /> �Y Lead analyses <br /> 8. Concentration contours of contaminants found and those remaining in soil and The extent of the identified <br /> contamination shown in applicable <br /> groundwater,.and both on-site and off-site: <br /> reports. <br /> E]Lateral and ElVertical extent of soil contamination <br /> Lateral and FlVertical extent of roundwater contamination <br /> 9. Zone of influence calculated and assumptions used for subsurface remediation Soil vapor extraction and air sparging, <br /> system and the zone of capture attained for the soil and groundwater remediation were the engineered remediation. <br /> system; <br /> 10.Reports/information YUnauthorized Release Form a QMRs 3/97 to 10/10 <br /> �Y Well and boring logs ❑Y PAR Y <br /> FRP Other Closure Report(11-10) <br /> Y 11.Best Available Technology(BAT) used or an explanation for not UST removal, SVE/AS, and natural attenuation. <br /> using BAT, <br /> Minor residual soil and groundwater contamination remains on-site. <br /> 12. Reasons why background wa <br /> Y ttainable using BAT, <br /> 13.Mass balance calculation of substance treated The consultant estimates 11221bs of TPHg were present prior to <br /> y remediation and 1086 lbs of TPHg were removed from soil. <br /> versus that remaining; <br /> idual TPHg in soil <br /> Y 14. Assumptions, parameters, calculations and A 2008 soil vapor survey passed the Region 2 commercial vapor ESLS <br /> model used in risk assessments, and fate and exceededPA CHHSLs. Prior to rem <br /> the gross contamination eand directs exposure and benzene <br /> transport modeling; <br /> exceeded direct exposure ESLs, but residual soil is located below 9' <br /> b s. <br /> Y 15. Rationale why conditions remaining at site Soil and groundwater contamination reportedly is limited in extent. <br /> will not adversely impact water quality, health, or Land use future. Vaporintrusion)and soil is not risk hasected been addressed.o change in the Water foreseeable <br /> quality <br /> other beneficial uses;and <br /> oats will be reached in 2011. <br /> By: JLB Comments: In July 1988, one 1,000-gallon gasoline UST was removed from the subject Site. Based upon 45 <br /> quarters of groundwater monitoring showing a stable plume with declining concentrations, no threats to <br /> tent of contamination remaining in soil and groundwater from this release, no <br /> Date: nearby wells, the limited ex <br /> threatsed this <br /> 4/26/2011 foreseeable <br /> changes <br /> Regional Board staff limit end UST case closure. <br /> from groundwater, soil and soil <br /> ease <br /> vap <br /> reco <br />
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