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ARCHIVED REPORTS_1989
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HARNEY
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17720
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS
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ARCHIVED REPORTS_1989
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Last modified
7/17/2020 3:52:44 PM
Creation date
7/3/2020 11:00:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1989
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1989.tif
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EHD - Public
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U <br />• Standard Methods for the Examination of Water and Waste - <br />(American Public Health Association et al., <br />16th edition, 1985) <br />• Test Methods for Evaluation of Solid Waste: Ph i a]_[ <br />Chemical Methods (U.S. EPA, EPA SW -846, 3rd edition, <br />November 1986) <br />Specific procedures and techniques for sample collection, sample pres- <br />ervation and shipment, analytical procedures, and chain -of -custody <br />control are presented in Appendix A. <br />B. PROCEDURES FOR EVALUATING GROUND -WATER MONITORING DATA <br />Section 2556(x)(4) of Subchapter 15 requires quarterly determination <br />of velocity and flow direction of ground water under waste management <br />units. Ground -water level data collected during sampling events will <br />be analyzed quarterly and used to (1) prepare a ground -water contour <br />map, (2) determine the ground -water flow direction(s), and (3) esti- <br />mate the ground -water flow velocity. Ground -water flow velocity will <br />be calculated according to the equation: <br />V = Ki <br />n <br />Where v = Average ground -water velocity <br />K = Hydraulic conductivity <br />i = Hydraulic gradient <br />n = Porosity (0.20) <br />The hydraulic conductivity (K) of the aquifer was determined by con- <br />ducting a slug test in Well G-1. The porosity (n) of the aquifer <br />materials was assumed to be 0.20 based on values presented by the EPA <br />in its manual entitled Criteria for Identifyil3g Areas of Vulnerable <br />drogeology Under RCRA. Statutory Interpretive Guidance Manual, <br />Interim Final. Julv 1986. <br />PJ9 9390207.00D 16 <br />
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