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ARCHIVED REPORTS_XR0003961
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ARCHIVED REPORTS_XR0003961
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Last modified
3/5/2020 2:05:44 PM
Creation date
3/5/2020 1:31:47 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003961
RECORD_ID
PR0545393
PE
3528
FACILITY_ID
FA0005072
FACILITY_NAME
DIAMOND LUMBER INC
STREET_NUMBER
224
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
LODI
Zip
95240
APN
04308301
CURRENT_STATUS
02
SITE_LOCATION
224 N MAIN ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Diamond Lodi,CA-November 1993 Groundwater Monitoring Page 2 <br /> 3,0 GROUNDWATER GRADIENT <br /> Prior to the April 1992 quarterly monitoring event, SRK retained the services of a registered California <br /> Land Surveyor to provide elevations at the top of well heads relative to a known datum (referenced to the <br /> City of Lodi Bench Mark 710, Brass Cap at the southeast corner of Stockton Street and Locust Street: <br /> Elevation 49.74 feet), and the locations of the wells relative to on-site structures. This information is <br /> provided on Figure 1. The locking caps were removed from each monitoring well and the static water <br /> levels were allowed to equilibrate approximately one hour before the groundwater levels were allowed to <br /> equilibrate approximately one hour before the groundwater levels were measured and recorded. Static water <br /> level data has been collected from each of the three monitoring wells during quarterly sampling events <br /> (performed by SRK)on November 25, 1991, April 7, 1992, September 1, 1992, February 4, 1993, June 28, <br /> 1993, and November 29, 1993. Table 1 contains static water level information collected to date by SRK, <br /> and most recent data qualify earlier results. The static water levels contained in Table 1 are the depths <br /> below ground surface (top of casing) at which groundwater was encountered. These depths were measured <br /> using a Solnist Water Level Meter. <br /> TABLE 1: Static Water Level Depths Measured From Top of Casing <br /> Nov 25, 1991 Apr,7, 1992 Sep 1, 1992 Feb 4. 1993 Jun 28,1993 Nov 29,1993 <br /> (feet) (feet) (feet). (feet) .(feet) ([eet} <br /> F-MW 5' Screened Interval(50' -65') 51.15 49.75 53.95 50.05 49.65 51.12 <br /> 0' Screened Interval(45'-60') 51.40 50.00 54.15 50.30 49.90 51.34 <br /> SRK-MW3 <br /> Well Depth= 59' Screened Interval (44' -59') 51.50 50.17 54.30 50.40 49.90 51.48 <br /> NOTES: <br /> Static water levels measured from top of well casing using a Solinst Water Level Indicator <br /> Top of well casing elevations referenced to City of Lodi MB##710 <br /> The static water level elevations collected November 29, 1993, were on the average 1.5 feet lower than the <br /> previous sampling event (June 28, 1993), and comparable with the water levels collected during the <br /> November 25, 1991 sampling event. SRK contacted the Western Regional Climate Center to obtain <br /> precipitation data for the Lodi area. Precipitation data was obtained for the Lodi weather station (Station <br /> Number 045032). A copy of this information gathered from 1985 through July 1993, is provided in <br /> Appendix A. The SRK series monitoring wells were installed during November 1991 under the direct <br /> guidance of PHS/EHD when the Lodi area received a monthly accumulation of 0.48 inches of precipitation. <br /> An estimate of the groundwater gradient was made using the most recent static water level elevations to <br /> complete an orthographic construction known as a 3-point problem (Davis, G.H., 1984, Structural Geology <br /> { of Rocks and Regions: John Wiley & Sons, pp 210). Solving a 3-point problem requires elevation control <br /> for at least three points that lie on a common plane, in this case the groundwater surface. The elevation <br /> control was obtained by subtracting the static water levels (measured from the top of well casing) from the <br /> elevations of the well heads (referenced to the City of Lodi Bench-Mark 710: 49.74 feet). 1t should be <br /> 325a4.1AV QtdyLd Steffen Robertson and Kirsten <br />
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