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CORRESPONDENCE_1987-1991
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440058
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CORRESPONDENCE_1987-1991
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Last modified
12/21/2023 1:55:27 PM
Creation date
6/10/2021 2:46:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1987-1991
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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Mr. Tom Horton Project 939-02.31 <br /> December 4, 1991 <br /> Page 3 <br /> Historical summaries of the analytical data are presented in Tables 1 <br /> and 2. In some instances, analytical data were available for monitoring <br /> events conducted before the 1-year WQPS monitoring program. These <br /> data are also presented in Tables 1 and 2 and were used, together with <br /> the WQPS monitoring program data, to establish WQPS for the site. <br /> STATISTICAL DEVELOPMENT OF WQPS <br /> The statistical method selected for WQPS development is the tolerance <br /> interval method. This method is used to estimate the highest value (and <br /> the lowest value, in the case of pH) of each parameter that a downgradient <br /> well or downstream surface-water point can exhibit and still be reasonably <br /> attributed to natural variability, given the historical chemical characteristics <br /> of background ground and surface water. These highest and lowest val- <br /> ues, or tolerance limits, are the proposed WQPS. <br /> A tolerance interval establishes a concentration range that contains a <br /> specified proportion, or coverage, of the population with a specified confi- <br /> dence limit. The coverage and confidence limit were chosen at 95 and 95 <br /> percent, respectively. Tolerance limits were calculated using the historical <br /> background mean (x) for each parameter, the standard deviation (s) of the <br /> background data, and a tolerance factor (K) specific to 95 percent cover- <br /> age and a 95 percent confidence limit. Tolerance factors are listed in <br /> Introduction to Statistical Quality Control (D.C. Montgomery, John Wiley <br /> Publishing, New York, 1985). The tolerance limits were calculated as fol- <br /> lows: <br /> upper tolerance limit = x + (K)(s) <br /> lower tolerance limit = x - (K)(s) [for pH only] <br /> The calculated tolerance limits (WQPS) for ground and surface water are <br /> presented in Tables 3 and 4, respectively. The tables also show the num- <br /> ber of samples included in the calculations and the mean, standard devia- <br /> tion, and the tolerance factors used in calculating each tolerance limit. <br /> One requirement of the tolerance interval method is that more than <br /> 50 percent of the data points be greater than zero. The data for carbonate <br /> alkalinity, sulfate, total organic carbon (TOC), and manganese for well <br /> G-1, and nitrate-nitrogen and sulfate for S-1 and S-2 do not meet this <br /> requirement. Therefore, EMCON recommends that the WQPS for these <br /> PJ9\939\9390231 i <br />
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