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ARCHIVED REPORTS_XR0002488
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545614
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ARCHIVED REPORTS_XR0002488
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Last modified
4/27/2020 4:23:46 PM
Creation date
4/27/2020 3:47:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002488
RECORD_ID
PR0545614
PE
3528
FACILITY_ID
FA0009531
FACILITY_NAME
UFP Thornton LLC
STREET_NUMBER
26200
STREET_NAME
NOWELL
STREET_TYPE
Rd
City
Thornton
Zip
95686
CURRENT_STATUS
02
SITE_LOCATION
26200 Nowell Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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SATE CONDITIONS <br /> This section presents a summary of Site conditions compilation of data collected prior to beginning of <br /> 1 based on HLA's review of all previous work groundwater extraction and treatment operations is <br /> performed at the Site The summary is modified Included(WaterWork, 199 1, Table 1) Depths to <br /> from the previous summary presented in HLA's groundwater beneath the Site have varied from <br /> August 5, 1997 report(HLA, 1997a)to approximately 3 5 to 13 feet bgs <br /> Incorporate new data collected by HLA Most of <br /> the data discussed In the following sections is GROUNDWATER ANALYTICAL DATA <br /> presented on Plates 4, 5, and 6 Analytical data <br /> presented in SECOR's draft report(SECOR, Analytical data from the monitoring wells are <br /> 1997)are not utilized in this summary In compiled in Table 1 In compliance with the <br /> addition, borings HP-1 and HP-2 (SSI)were request from PHS/EHD, all historical depth-to- <br /> drilled in the same Iocations as SB-10 and SB-9 groundwater and groundwater elevation data have <br /> (SECOR, 1997), lithological data from these two been included in Table 1 Monitoring well MW-4 <br /> SECOR borings were therefore not used is the only well that has consistently(until August <br /> However, lithological data from boring SB-8 1999)contained detectable concentrations of <br /> (SECOR, 1997)were included hydrocarbons <br /> SOIL PROFILE During the period of February 1988 through June <br /> 1994, TPHg concentrations In well MW-4 ranged <br /> The soil profile at the Site is summarized based on from 9 1 miIIigrams per liter(mg/1) (February <br /> HLA's review of boring logs from previous 1988)to 0 24 mg/l (June 1993) Regular quarterly <br /> Investigations and HLA's boring logs for HP-1, sampling was discontinued when the pump and <br /> HP-2, HP-3, and MW-7 Copies of boring logs treat system was turned off in June 1994 <br /> I from this Investigation are included in Appendix Approximately three years later, HLA sampled the <br /> A In compliance with the request from wells in August 1997 TPHg and benzene <br /> PHS/EHD, all previous boring logs are included in concentrations in well MW-4 had decreased from <br /> Appendix B Based on these boring logs, soils 0 264 mg/L and 0 011 mg/L,respectively in June <br /> beneath the Site consist of a heterogeneous 1994,to 0 054 mg/L and 0 00068 mg/L, <br /> assemblage of mainly fine-grained sediments with respectively in August 1997 The August 1997 <br /> minor amounts coarse-grained sediments Plate 6 sampling event marks the first time the benzene <br /> is an east-west cross-section(A-A')constructed concentration in well MW-4 had dropped below <br /> from HLA's borings and previously completed the California Max num Contaminant Limit <br /> borings, the location of A-A' is shown on the Site (MCL)of 10 ug/L In Plate 5,the concentrations <br /> Plan(Plate 3) of TPHg and benzene versus time are plotted The <br /> graph shows decline of the concentrations with <br /> GROUNDWATER GRADIENT AND FLOW time and supports the classification of the Site in <br /> 1 DIRECTIONS the low-risk category The available analytical <br /> data on fuel oxygenates and I,2-DCA are <br /> Based on monitoring data collected from summarized In a later section with the results of <br /> September 1987 to March 1991 (22 sets of the SSI <br /> measurements), groundwater flow directions have <br /> varied from northeast through northwest and As previously discussed, an irrigation well Is <br /> towards the southwest and south The dominant located on the adjacent Lopez property <br /> 1 flow directions appear to be southwest through approximately 150 feet northeast of the former <br /> . northwest Groundwater gradients varied from TVG USTs location Analytical results from three <br /> 0 0023 to 0 018 feet per foot(ft/ft), averaging samplings of this well (March, 1989, September <br /> approximately 0 004 ft/ft In Appendix C,a 1993, and July 1999)that were performed in <br /> L 13000M387371WP138737N19 Harding Lawson Associates 7 <br />
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