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2900 - Site Mitigation Program
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PR0542440
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Last modified
9/12/2018 10:49:28 AM
Creation date
9/12/2018 10:18:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542440
PE
2965
FACILITY_ID
FA0024391
FACILITY_NAME
SPRECKELS CLOSURE INVESTIGATION
STREET_NUMBER
407
STREET_NAME
SPRECKELS
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
022125035
CURRENT_STATUS
01
SITE_LOCATION
407 SPRECKELS AVE
P_LOCATION
04
QC Status
Approved
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TMorelli
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EHD - Public
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Since applying to the Board for Regulatory Oversight, Kleinfelder has frequently coordinated with <br />and sought direction from Ms. Amy Ha. Kleinfelder recently reviewed its closure plan with Ms. Ha <br />and regulator Mr. Steve Meeks. Kleinfelder would like to present this closure work and provide <br />electronic and paper-copy tabulated source data to expedite review. <br />Existing data, general recommendations, and detailed work plans for Operable Units 1 through <br />11 are summarized below. <br />OPERABLE UNIT 1 <br />OU 1 Description <br />OU 1 Corresponds to Sub-Recommendation 7-2, which concerns septic tanks and leach lines <br />associated with former Spreckels operations'. The Phase I identified potential for soil <br />contamination via improper disposal of compounds. Phase ll samples were collected and <br />analyzed for metals and petroleum/solvent-related compounds (Figure OU1-1). It is unclear <br />exactly where these septic systems were located. Based on Phase I and Phase II maps, it appears <br />one was located immediately north of the Site and one was located immediately south. Two <br />borings, however, were drilled within the Site. The northern boring (5-7), was drilled between <br />apparent locations of the two septic systems and therefore appears to have been drilled to assess <br />conditions between both. The southern boring (5-1) is located along the southern Site border and <br />therefore appears to have been drilled to explore northern extent of the septic system located <br />immediately south of the Site. <br />Metals: Existing Data <br />Four soil samples were collected and analyzed for CAM 17 metals (Table OU1-M, borings 5-1 <br />and 5-7). Concentrations are all below the lowest applicable industrial soil ESL (Industrial <br />Threshold)2, but arsenic laboratory reporting limits exceed the industrial threshold. Moreover, <br />cobalt and mercury results and arsenic and thallium laboratory reporting limits exceed Protection <br />of Groundwater Site Screening Levels (SSLs). Kleinfelder has analyzed these metal <br />concentrations against those from OU 7 (Table OU7-M, soil samples 12-8 through 12-16) and OU <br />11 (Table OU11-M, soil samples 6-6 through 6-13). CAM 17 metal concentration distributions <br />from OU 1 and OU 7 are very similar, despite samples being collected from two separate areas <br />to assess potential for two separate means of potential contamination. This indicates OU 1 metal <br />concentrations represent natural background concentrations. Moreover, additional sampling was <br />conducted during installation of monitoring well MW-13, which was located approximately 30 feet <br />northwest of an OU 11 rail spur (Table OU11-M, soil sample MW-13). Soil samples were collected <br />at depths of 10 and 15 feet below ground surface (bgs) and analyzed for CAM 17 metals. Most <br />results are ND, except for barium, chromium, copper, nickel, vanadium, and zinc. Concentrations <br />are similar to OU 1 and OU 7 concentrations. These data further indicate that OU 1 and OU 7 <br />metal concentration represent natural background conditions. <br />Previous correspondence referenced two sub-Recommendations: 7.1 — Near the Administration Building; and 7.2 — Near the Can <br />Slab. These sub-Recommendations were based on then-estimated Site boundaries and previous exploration locations. <br />Kleinfelder has since georeferenced the initial Phase I and Phase II maps against current aerial photography and determined <br />that sub-Recommendation 7.1 is actually associated with a building located north of the Site. <br />2 Soil concentrations were evaluated against EPA industrial soil RSLs and DTSC industrial cancer and non-cancer endpoints. For <br />each analyte, the lowest of these industrial ESLs is referred to the "Industrial Threshold" in this letter. <br />20173951.001A/SAC17R68420 Page 2 of 26 November 2, 2017 <br />© 2017 Kleinfelder www.kleinfelder.com <br />KLEINFELDER 2882 Prospect Park Dr., Suite 200, Rancho Cordova, CA 95670 p I 916.366-1701 f I 916.366-7013
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