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2900 - Site Mitigation Program
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PR0545712
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Last modified
11/19/2024 3:47:20 PM
Creation date
6/15/2020 2:28:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545712
PE
2965
FACILITY_ID
FA0025892
FACILITY_NAME
FARMINGTON GW RECHARGE PROGRAM
STREET_NUMBER
0
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
0 HWY 12
QC Status
Approved
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EHD - Public
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Farmington Groundwater Recharge Program STC Work Plan—Kautz Site <br /> Table 2 Baseline Water Quality Surface and Groundwater Constituent List <br /> Constituent Method <br /> Alkalinity SM 2320B <br /> Boron EPA 200.7 <br /> Calcium EPA 200.7 <br /> Chloride EPA 300.0 <br /> Carbonate SM 2320B <br /> Hexavalent Chromium EPA 218.6 <br /> Copper,Total EPA 200.8 <br /> Specific Conductance SM 2510B <br /> Fluoride EPA 300.0 <br /> Iron,Total EPA 200.8 <br /> Total Hardness SM 2340B <br /> Bicarbonate Alkalinity_ SM 2320B <br /> Potassium,Total EPA 200.7 <br /> Magnesium,Total EPA 200.7 <br /> Manganese, Total EPA 200.8 <br /> Sodium,Total EPA 200.7 <br /> Sodium Aborption Ratio(SAR) ML 6010 <br /> Nitrite EPA 300.0 <br /> Nitrate EPA 300.0 <br /> PH EPA 150.1 <br /> Sulfate EPA 300.0 <br /> Total Dissolved Solids SM 2540C <br /> Zinc,Total EPA 200.8 <br /> Herbicides EPA 515.3 <br /> Pesticides EPA 505 <br /> Pesticides, Nitrogen/Phosphorus EPA 507 <br /> Volatile Organic Compounds(VOC) EPA 524.2 <br /> Total Coliform SM 9221 B <br /> Fecal Coliform ISM 9221 B <br /> 2.3. Data Analysis#1 <br /> Prior to the construction of a pilot recharge test facility, MWE will analyze the data collected <br /> during the first site characterization stage. This analysis will include the following activities: <br /> • Comparison of grain size analysis and lithologic logs; <br /> • Correlation of borehole falling head test data with grain size analysis data; <br /> • Estimation of the volume of water necessary for the pilot recharge test (based on lithology <br /> data and borehole falling head test results); and <br /> • Evaluation of groundwater and source water quality. <br /> Based on analysis of the above-mentioned data, recommendations will be made regarding the <br /> PRTP location, type, and configuration and a conceptual facility design will be completed. This <br /> analysis will also contain recommendations on how to convey water from the source to the <br /> PRTP. <br /> MWH 2-8 July 2004 <br />
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