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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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KLEINFELDER <br /> • Text Table 1 <br /> Monitoring Well Locations <br /> Monitoring Well Property owner and APN Location <br /> Designation , <br /> FJS Ranches Northwest corner of parcel <br /> MW-1 181-020-019 <br /> Beckham Northeast corner of parcel <br /> MW-2 181-020-002 <br /> FJS Ranches East side of parcel, south of Duck <br /> MW-3 179-020-004 Creek <br /> FJS Ranches West side of parcel, south of Duck <br /> MW-4 179-020-004 Creek <br /> Esformes Ranch Near the west side of parcel, near <br /> MW-6 179-020-002 reenhouses <br /> Esformes Ranch East side of parcel, north of Little Johns <br /> MW-7 181-040-002 Creek <br /> Lagorio Southeast corner of parcel, north of <br /> MW-8 181-040-016 Mari osa Road <br /> Esformes Ranch Near southeast corner of parcel, <br /> MW-9 181-040-003 Approx. 1,300 feet west of Kaiser Road <br /> Following completion of the drilling, a 2-inch diameter PVC well was installed in the <br /> borings. The soil borings were advanced approximately 10 feet into the first encountered <br /> • groundwater. The wells were constructed with Schedule 40 PVC, 15 foot long 0.020 inch <br /> screened section surrounded by and covered by a silica sand filter pack (#3), 2- foot thick <br /> bentonite transition seal above the filter pack, and grouted to the surface with a neat <br /> cement mixture. The sand pack was surged prior to the installation of the bentonite seal <br /> to settle the sand pack in accordance with local well standards. The wells were finished <br /> with a locking pressure cap situated within a monument style well vault. The bottom cap <br /> of each well was threaded. Text Table 2 details the well construction for each monitoring <br /> well. <br /> Text Table 2 <br /> Monitoring Well Construction Detail <br /> Monitoring Total Depth Screened Filter Pack Bentonite Grout Seal <br /> Well (feet) Interval (feet) Interval (feet) Seal (feet) (feet)' <br /> Desi nation <br /> MW-1 95 80 to 95 77 to 95 75 to 77 0 to 75 <br /> MW-2 90 75 to 90 73 to 90 71 to 73 0 to 71 <br /> MW-3 90 75 to 90 73 to 90 71 to 73 0 to 71 <br /> MW-4 85 70 to 85 68 to 85 66 to 68 0 to 68 <br /> MW-6 90 75 to 90 73t 90 72 to 73 0 to 72 <br /> MW-7 95 80 to 95 78 to 95 76 to 78 0 to 76 <br /> • MW-8 92 77 to 92 75 to 92 73 to 75 0 to 73 <br /> MW_9 95 80 to 95 78 to 95 76 to 78 0 to 76 <br /> Note: All measurements are made relative to the ground surface at the time of drilling. <br /> Page 7 of 20 <br /> 63138.H01/ST06R312/JDZ:ly April 7,2006 <br /> ©2006 Kleinfelder, Inc. <br />
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