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2900 - Site Mitigation Program
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PR0526486
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Last modified
5/28/2020 4:22:25 PM
Creation date
5/11/2020 11:39:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526486
PE
2965
FACILITY_ID
FA0017927
FACILITY_NAME
LOCKEFORD COMMUNITY SVCS DIST
STREET_NUMBER
17725
Direction
N
STREET_NAME
TULLY
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05303039
CURRENT_STATUS
01
SITE_LOCATION
17725 N TULLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Section 2 <br /> Groundwater Monitoring Well Installation <br /> 2.1 MONITORING WELL LOCATIONS AND RATIONALE <br /> The purpose of groundwater monitoring is to provide a measurement of compliance with regards <br /> to the State Antidegradation Policy and Regional Board Order 90-313,with respect to <br /> wastewater treatment and disposal activities. An effective groundwater monitoring network will <br /> provide at least one clearly"up-gradient" and a minimum of two"down-gradient"wells within <br /> each respective project area, including the wastewater treatment ponds, and the offsite <br /> wastewater storage pond/wastewater disposal area located approximately 1500 feet south <br /> southwest of the WWTF. Furthermore,them nitoring network should be designed to allow for <br /> normal seasonal fluctuations in groundwater elevation and horizontal groundwater gradient <br /> direction,while taking into account water quality effects associated with dilution, such as wells <br /> of large diameter and/or with excessive lengths of well screens. Additional wells are sometimes <br /> required when strong seasonal changes in gro ndwater gradient are suspected and when <br /> hydrogeologic boundaries, or other condition are encountered. Such wells must be designed <br /> and located to provide representative samples of groundwater beneath the wastewater treatment, <br /> storage, and disposal sites and not create a vertical conduit for contamination of deeper <br /> groundwater. <br /> Figures 1, 2, and 3 thus illustrate the locations of proposed wells positioned such to augment the <br /> exiting groundwater monitoring network and provide an effective means of measuring facility <br /> compliance with regards to potential groundwater degradation. These well locations were <br /> chosen based largely on expected groundwater flow direction and known accessibility <br /> constraints. The location of these wells take into account both locally observed groundwater <br /> flow direction at the existing wastewater treatment ponds and regional groundwater elevations <br /> obtained from the DWR and should provide adequate monitoring of groundwater both up and <br /> down gradient of potential anthropogenic influences associated with wastewater treatment, <br /> storage, and disposal. These monitoring locations should also provide a measure of the spatial <br /> variability in groundwater quality up gradient and in the near vicinity of the WWTF. <br /> 2.2 EQUIPMENT DECONTAMINATION PROCEDURES <br /> At a minimum,decontamination will comprise of a hot water pressure wash of the drilling <br /> equipment. As a precaution against cross-contamination between boreholes,the drilling <br /> equipment will be decontaminated prior to the start of drilling of the first monitoring well and <br /> between each successive monitoring well borehole. <br /> March 2006 Lockeford CSD <br /> 2.1 Groundwater Monitoring Well Installation Workplan <br />
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