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2900 - Site Mitigation Program
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PR0525973
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Last modified
11/20/2024 9:09:21 AM
Creation date
1/22/2020 2:31:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0525973
PE
2965
FACILITY_ID
FA0017576
FACILITY_NAME
MARIPOSA LAKES DEVELOPMENT
STREET_NUMBER
0
STREET_NAME
STATE ROUTE 4
City
STOCKTON
Zip
95215
CURRENT_STATUS
01
SITE_LOCATION
HWY 4
P_DISTRICT
000
QC Status
Approved
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EHD - Public
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kn KLEINFELDER <br /> • Total coliform bacteria were reported in each of the monitoring well <br /> samples collected with concentrations ranging from 12 to more than 23 <br /> Most Probable Numbers per 100 milliliter (MPN/100ml). Fecal coliform <br /> bacteria were reported in the MW-6 sample with a concentration of 16.1 <br /> MPN/100mi. Coliform bacteria is typical. <br /> Iron was detected in groundwater samples collected from MW-3, MW-4, <br /> MW-7, and MW-9 with concentrations exceeding the Secondary <br /> Maximum Contaminant Level (SMCL) of 300 µg/l_ by 6 to 103 percent. <br /> SMCLs are aesthetic standards not typically related health risks. <br /> Other general water quality data showed that the Total Dissolved Solids (TDS) <br /> concentrations ranged from 260 mg/L to 710 mg/L across the site. The TDS <br /> concentrations exceeded the recommended level SMCL for TDS of 500 mg/L in three <br /> out of the eight wells (MW-2, MW-4, MW-9), but did not exceed the SMCL upper level of <br /> 1,000 mg/L. TDS concentrations are cumulative results of many of the individual <br /> constituents dissolved in the groundwater, which include anions and cations. <br /> The Specific Conductance concentrations were the highest in MW-2 (1,110 umhos/cm) <br /> and MW-4 (1 ,080 umhos/cm). TheEC measured in all of the groundwater samples <br /> ranged from 540 to 1 ,110 umohs/cm. The SMCL for EC is 900 umhos/cm, with a SMCL <br /> • upper level of 1,600 umhos/cm. <br /> One deep exploratory boring was advanced near the sites eastern boundary in order to <br /> assess the potential for non-potable supplies of groundwater to use for lake make-up <br /> water and common area landscape irrigation. <br /> The deep exploratory boring was drilled using a mud rotary drilling method and zone <br /> tested for water quality between January 30 and February 9, 2005. The deep boring <br /> was drilled to a total depth of approximately 400 feet bgs. The lithology encountered <br /> consisted of interbedded sand, silt and clay layers. Significant clay layers were shown to <br /> exist between the more permeable sand layers tested. <br /> Three zones were selected for water quality testing based on the results of the lithologic <br /> and geophysical logs (Resistivity, Spontaneous Potential, and Gamma ray). The depths <br /> of the zones tested were approximately 385-395 (Zone #1), 195-215 (Zone #2), and <br /> 163-183 (Zone #3) feet bgs. <br /> The results of the zone testing showed elevated concentrations of most analytes in the <br /> shallowest zone (Zone #3) versus the two deeper zones (Zone #1 and Zone #2), often <br /> greater than two times. The concentrations of nitrate as NO3 and sodium exceeded the <br /> MCL's in Zone #3. The concentration of manganese exceeded the MCL in Zone #1 , and <br /> the concentration of sodium exceeded the SNARL in all three zones. <br /> • <br /> 63138.H01/ST06R312/JDZ:Iv Page 2 of 20 <br /> April 7, 2006 <br /> ©2006 Kleinfelder, Inc. <br />
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