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2900 - Site Mitigation Program
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PR0526855
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Last modified
2/12/2019 9:57:06 AM
Creation date
2/12/2019 9:46:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526855
PE
2957
FACILITY_ID
FA0018187
FACILITY_NAME
COMANCHE DAM POWERHOUSE
STREET_NUMBER
23900
Direction
E
STREET_NAME
BUENA VISTA
STREET_TYPE
RD
City
CLEMENTS
Zip
95227
APN
02301001
CURRENT_STATUS
01
SITE_LOCATION
23900 E BUENA VISTA RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Soil Investiga•and Background Groundwater Monitorir*ell Installation Workplan <br /> January 17, 2007 <br /> C A M B R I A <br /> on the north and northwest, San Joaquin River on the west, Stanislaus River on the south, and <br /> consolidated bedrock on the east.The San Joaquin River flows northward into the Sacramento and <br /> San Joaquin Delta and discharges into the San Francisco Bay.The beneficial uses of the Mokelumne <br /> River downstream of the Camanche Reservoir to the Delta include:municipal and domestic supply; <br /> agricultural supply including both irrigation and stock watering;water contact and non-body contact <br /> recreation; warm freshwater aquatic habitat; cold freshwater aquatic habitat; migration of aquatic <br /> organisms(both warm and cold habitats),warm and cold habitat spawning,reproduction,and/or early <br /> development; and wildlife habitat. <br /> The Mokelumne River is located approximately 170 feet south of the proposed <br /> ® infiltration/evaporation pond.Based on local topography and the location of the Mokelumne River, <br /> groundwater within the vicinity of the site is inferred to flow to the south-southwest toward the river <br /> and is anticipated to be between approximately 15 and 25 feet below grade (fbg). During the <br /> November 2005 investigation,groundwater was not encountered at the maximum explored depth of <br /> 61h feet in the test pits. <br /> PROPOSED SCOPE OF WORK <br /> The objectives of this investigation are to advance a soil boring in the center of the proposed <br /> infiltration/evaporation pond to determine infiltration characteristics by measuring physical properties <br /> and soil types beneath the pond, and to install a network of groundwater monitoring wells to <br /> determine baseline groundwater quality,depth,and flow direction.In addition,the wells will be used <br /> to conduct slug tests to determine the shallow aquifer's hydrologic characteristics. Once the <br /> infiltration/evaporation pond is operational,the wells will be used to monitor the pond's influence on <br /> local groundwater. The wells will be installed upgradient(to the north) and downgradient (to the <br /> south and southwest)of the proposed infiltration/evaporation pond(Figure 2). Cambria proposes the <br /> following tasks to complete this scope of work: <br /> Site Health and Safety Plan: To protect the public and site personnel during the fieldwork, a site- <br /> specific Site and Safety Plan (SSP)will be distributed to all members of the project team. The SSP <br /> addresses physical health threats posed by drilling. The SSP also prescribes appropriate personal <br /> protective equipment(PPE) to protect site workers. <br /> Permits: Prior to initiating field activities, Cambria will obtain boring and well permits for the <br /> proposed wells from the San Joaquin County Environmental Health Department. <br /> 4 <br />
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