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PR0506303
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Last modified
7/23/2020 4:44:01 PM
Creation date
7/23/2020 4:31:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506303
PE
2965
FACILITY_ID
FA0001086
FACILITY_NAME
MANTECA PUBLIC WORKS
STREET_NUMBER
2450
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
24130050
CURRENT_STATUS
01
SITE_LOCATION
2450 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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• Groundwater <br /> 9Monitor Well Installation Work Plan <br /> City of Manteca Wastewater Treatment Facility <br /> ' Page 2 <br /> A Water Well Driller's Report is available for a supply well located at the Facility. This well was drilled <br /> to a depth of 185 feet below ground surface (bgs) in 1987. The well log indicates 14 feet of sand <br /> underlain by 3 feet of clay, 18 feet of sand, another 3 foot clay layer, 14 feet of sand, and then a 7 foot <br /> clay layer to a depth of 59 feet bgs. With the exception of a 23 foot clay layer between 100 and 123 feet, <br /> the remainder of the well boring consists primarily of sand and coarse sand interbedded with occasional <br /> ' 3-foot to 10-foot clay layers. <br /> 4.0 FIELD AND ANALYTICAL METHODS MW-9E DESTRUCTION <br /> 4.1 SITE PREPARATION <br /> A monitor well destruction permit will be obtained from the San Joaquin County Environmental Health <br /> Division. Prior to initiating the fieldwork, MW-9E will be marked with white paint and/or flagging and <br /> ' Underground Service Alert (USA) will be notified at least 48 hours in advance of the fieldwork to locate <br /> and identify underground utilities in the vicinity of the work area. It is the responsibility of the property <br /> owner to locate and identify private underground utilities in and near the work area. <br /> 4.2 : ' DESTRUCTION DETAILS <br /> ' Well MW-9E will be destroyed by a California C-57 licensed driller. The existing 6-inch monitor well <br /> casing will be over drilled and removed using a 12-inch outside diameter hollow stem auger(HSA). The <br /> hole will be filled with impervious material and/or grout to 5 feet below ground surface and the <br /> ' remaining excavation will be filled with native soil. Well destruction activities will be performed under <br /> the supervision of a California Professional Geologist. Drill cuttings and well debris will be left onsite. <br /> 5.0 FIELD AND ANALYTICAL METHODS MW-11 INSTALLATION <br /> 5.1 SITE PREPARATION <br /> A monitor well installation permit will be obtained from the San Joaquin County Environmental Health <br /> tDivision. Prior to initiating the fieldwork, the boring location will be marked with white paint and/or <br /> stakes and USA will be notified at least 48 hours in advance of the fieldwork to locate and identify <br /> underground utilities in the vicinity of the work area. It is the responsibility of the property owner to <br /> locate and identify private underground utilities in and near the work area. <br /> 5.2 DRILLING DETAILS <br /> The monitor well will be installed by a California C-57 licensed driller. The well will be located at the <br /> side of the access road bisecting Field 11. The boring for the monitor well will be drilled using an 8-inch <br /> outside diameter, continuous-flight hollow-stem auger. Drilling and well installation activities will be <br /> performed under the supervision of a Condor geologist. Drill cuttings from the monitor well boring will <br /> be logged in accordance with the Unified Soil Classification System (USCS). Descriptions of soil types <br /> encountered will be recorded on geologic logs. All down-hole drilling equipment will be steam cleaned <br /> 1 prior to use. The drill cuttings will be spread on the ground surface in the adjoining agricultural field. <br /> The monitor well boring will be drilled to 15 feet below the water table. It is anticipated that groundwater <br /> ' will be first encountered at approximately 5 to 10 feet bgs. The monitor well will be constructed with 15 <br /> feet of 2-inch ID, Schedule 40, flush-threaded, machine-slotted PVC screen (0.020-inch slot size). To <br /> provide a zone to seal off the screened zone from the surface, at least 5 feet of blank casing will be <br /> ' placed above the screened section and will extend to approximately 3 feet above the ground surface. A <br /> flush-threaded PVC bottom cap will be placed at the bottom of the screen section. No plastic glue or <br /> solvents will be used in well construction. <br /> ' CONDOR <br />
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