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2900 - Site Mitigation Program
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PR0524543
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Last modified
1/24/2020 3:42:20 PM
Creation date
1/24/2020 3:37:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0524543
PE
2965
FACILITY_ID
FA0016464
FACILITY_NAME
MT HOUSE STORMWATER PONDS
STREET_NUMBER
19855
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95391
APN
20906031
CURRENT_STATUS
01
SITE_LOCATION
19855 W GRANT LINE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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• f <br /> MOUNTAIN HOUSE DETENTION BASIN WELL INSTALLATION Page 2 <br /> WKA No. 6504.05 <br /> August 26, 2005 <br /> • Collecting a groundwater sample from each well for analysis by a California-certified <br /> laboratory; <br /> • Surveying the well location and the top of the well casing to the nearest 10`h of a foot; <br /> • Preparing a Well Installation Report; and <br /> • Performing monthly monitoring of groundwater elevations. <br /> All work will be completed under the supervision of a California-registered Professional <br /> Geologist in accordance with the field procedures described in this Workplan. <br /> Well Construction and Sampling <br /> Groundwater monitoring wells will be completed with two-inch diameter, flush joint, Schedule 40 <br /> PVC casing with 10-foot long, 0.010-inch slotted casing for the screened interval. The filter pack <br /> will consist of#2/12 sand placed in the annular space from the bottom of the screened interval to <br /> approximately two feet above the top of the screen. The total depth of the well and the screen <br /> interval will be determined in the field based on groundwater elevation encountered in the boring. <br /> A two- to four-foot thick bentonite seal will subsequently be placed in the well annulus above the <br /> filter pack. A grout seal (consisting of Portland cement/bentonite slurry)will be placed from the <br /> top of the bentonite seal to the surface. The well will be completed with a locking well cap and a <br /> stove pipe protective casing set in concrete. Typical well construction details are provided on <br /> Figure 2. <br /> The wells will be developed using a vented surge block and submersible pump. Following <br /> development, a sample will be obtained with a bailer, decanted into appropriate containers, <br /> and transported under chain-of-custody to a California-certified laboratory for analysis. The <br /> samples will be analyzed for General Minerals that includes alkalinity, calcium, chloride, <br /> fluoride, hardness, potassium, magnesium, sodium, nitrate, specific conductance, sulfate, <br /> total dissolved solids, and pH. This will be conducted on a one-time sampling event. The <br /> wells are not expected to be included in a quarterly water quality monitoring program. <br /> Monthly groundwater elevation monitoring of each well may be conducted until construction <br /> of the detention basin begins to determine seasonal trends. <br /> INK <br /> WALLACE•KUNL <br /> &ASSOCIATES INC. <br />
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