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2900 - Site Mitigation Program
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PR0527086
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Last modified
1/15/2020 11:02:32 AM
Creation date
1/15/2020 10:24:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527086
PE
2965
FACILITY_ID
FA0018364
FACILITY_NAME
FRENCH CAMP RV PARK
STREET_NUMBER
3919
Direction
E
STREET_NAME
FRENCH CAMP
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20103014
CURRENT_STATUS
01
SITE_LOCATION
3919 E FRENCH CAMP RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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and will be free of organic matter, clay balls, and other deleterious substances. Sand material <br /> used in the pack around the well screen will be selected to be compatible with both the screen <br /> slot size and aquifer materials. Based on the 0.020-inch slot well screen, the anticipated filter <br /> pack size will be equivalent to 8 x 12 Silica Sand or RSI No. 3 sand. The filter pack size may be <br /> modified based on the results of the formation sample sieve analysis. The pack will have a <br /> uniformity coefficient less than 2.5. The pack will be properly cleaned and bagged by the <br /> supplier. The filter pack will be installed a minimum of 6 inches below the screen, and from 2 to <br /> 5 feet above the screen. <br /> A 5-foot bentonite seal will be placed on top of the pack material. The bentonite seal will be <br /> composed of high quality bentonite pellets, as manufactured by Volclay or equal. Unchlorinated <br /> water will be added to ensure that the pellets expand to form a tight seal. Properly wetted <br /> bentonite pellets are the most time-effective form of bentonite for this application. <br /> A bentonite-cement grout seal will extend from the top of the bentonite seal to the land surface. <br /> Bentonite powder will be mixed with water before the cement is added to the mix. Grout may be <br /> mixed at the well site by the contractor, or purchased from a ready mix supplier,provided that <br /> the supplier can provide current water quality analyses showing the mix water to be free from <br /> VOC, chlorine, inorganics, or other sources of contamination. The grout will be pumped into the <br /> annular space under pressure using a tremie pipe placed at the top of the bentonite seal to ensure <br /> a continuous grout seal. The protective casing will be set in the grout. Grout will be left <br /> undisturbed for 24 hours after placement. After the grout seal has set, it will be checked for <br /> settlement, and additional grout of approved composition will be added to fill any depressions. <br /> As indicated previously, the County will be contacted for the well seal inspection. <br /> Grout will be composed by weight of 20 parts Portland cement to 1 part bentonite, with a <br /> maximum of 10 gal of approved water per 94 lb bag of cement. Bentonite powder used in the <br /> seal will be a commercially available product designed for well sealing. Overall, the percentage <br /> of bentonite in the bentonite-cement grout will not exceed 5 percent by volume, to prevent <br /> excessive shrinkage of the cement mix. <br /> 3.3 Well Protection <br /> Because the monitoring wells will be located within the golf course area, it is proposed that they <br /> be constructed with above-ground completions. Above-ground completions will consist of a 4- <br /> inch protective casing installed at the well. This protective casing will extend approximately 2 <br /> feet above the ground surface and 3 feet into the well seal grout. The protective casing will be <br /> vented to the atmosphere by a lockable, hinged cap. The cap will prevent entry of water but will <br /> not be airtight, so the well will be in open connection to the atmosphere to allow for water level <br /> stabilization. The hinged cap will be locked with a heavy-duty padlock. The top of the well <br /> casing will be a minimum of 4 inches below the protective casing cap. In addition, a '/4 inch <br /> diameter drainage port will be installed centered 1/8 inch above the level of the concrete pad. <br /> A square concrete pad will be placed at the monitoring well site, with the well located at the <br /> center of the pad. The pad will measure 3 feet by 3 feet, and will be 6 inches thick. The pad will <br /> contain welded wire fabric (No. 10 wire) at middle depth throughout. Four 4-inch diameter, <br /> French Camp-Monitoring Well Installation Workplan 4 SAB027100 <br /> September 2006 CADocurnents and Settings\nnlagorio\Local Settings\Temporary Internet Files\0LK9F\Work Plan <br />
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