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2900 - Site Mitigation Program
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PR0516580
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Last modified
11/19/2024 3:48:23 PM
Creation date
5/8/2020 1:57:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516580
PE
2965
FACILITY_ID
FA0012688
FACILITY_NAME
WILD ROSE VINEYARDS
STREET_NUMBER
8751
Direction
E
STREET_NAME
STATE ROUTE 12
City
VICTOR
Zip
95253
APN
05139005
CURRENT_STATUS
01
SITE_LOCATION
8751 E HWY 12
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Mr. Christopher Cochrane <br /> California Regional Water Quality Control Board <br /> July 31, 2000 <br /> Page 2 <br /> Phase H of the pond investigation involves the installation of three groundwater monitoring <br /> wells to confirm the direction of groundwater flow and evaluate the potential migration of <br /> cherry processing brine in groundwater beneath the site and vicinity. The proposed <br /> monitoring well locations are shown on Figure 2. The field and analytical methods are <br /> described in the following sections. <br /> FIELD METHODS <br /> Phase H of the pond investigation involves the installation of three groundwater monitoring <br /> wells. The field activities will be conducted in accordance with the attached Geomatrix <br /> environmental field protocols. Prior to initiating field activities, a site health and safety plan <br /> will be prepared for the field activities. A drilling permit will be obtained from the San <br /> Joaquin County Public Health Services/Environmental Health Division(PHS/EHD), and <br /> Underground Service Alert will be notified for utility clearance. Soil cuttings,purge water, <br /> and equipment decontamination water generated from the field sampling activities will be <br /> temporarily stored in sealed and labeled 55-gallon drums to be placed on-site for later disposal <br /> by Dole. <br /> The borings for the monitoring wells will be advanced to a depth of approximately 80 feet bgs <br /> using the hollow-stem auger method. Soil samples will be collected at 5-foot depth intervals <br /> from the boring for lithologic logging and field screening. The soil samples will be described <br /> using the Unified Soil Classification System visual-manual procedure (American Society for <br /> Testing and Materials Method D 2488). The wells will be constructed similar to the existing <br /> wells and will have machine-slotted screen intervals from about 60 to 80 feet bgs. The wells <br /> will be developed by surging and bailing until the water produced is relatively free of <br /> suspended sediments. Following development, elevations of the three new wells will-be <br /> surveyed relative to mean sea level by a California-licensed land surveyor. <br /> The wells will be allowed to equilibrate with the formation for a minimum of 1 week prior to <br /> sampling. Prior to purging the wells,water level will be measured in each of the six wells at <br /> the facility(Figure 2). The wells will be purged using a submersible electrical pump. A <br /> minimum of four casing volumes of groundwater will be purged from each well prior to <br /> collecting a groundwater sample. During purging, field parameters will be measured <br /> including pH, temperature, electrical conductivity, dissolved oxygen, and oxidation-reduction <br /> potential. After purging, groundwater samples will collected from each well. Samples will be <br /> sealed, labeled, and placed immediately into an ice-cooled chest for subsequent delivery to a <br /> laboratory for chemical analysis under chain-of-custody procedures. <br /> L\PROJECr16508.000\doc=ent\6508-02.do c <br />
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