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23665
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2900 - Site Mitigation Program
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PR0526080
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Last modified
5/18/2020 8:53:14 AM
Creation date
5/18/2020 8:47:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526080
PE
2965
FACILITY_ID
FA0017647
FACILITY_NAME
RIVERBANK WASTEWATER TREATMENT PLNT
STREET_NUMBER
23865
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95367
CURRENT_STATUS
01
SITE_LOCATION
23865 S SANTA FE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• <br /> • <br /> • spray enters the well. The well designation will be painted on the outside of the <br /> • protective casing using white paint and a stencil. The identification will be accomplished <br /> • after the casing is painted. All painting will be completed and dry prior to well <br /> • development. The site will be restored at the completion of the well, with sites graded to <br /> original contours. <br /> • <br /> • D. WELL DEVELOPMENT <br /> The monitoring wells will be cleaned and developed to improve the permeability of the <br /> zone around the well screen, and to permit the collection of sediment-free groundwater <br /> • samples. The development of the monitoring well will be performed as soon as practical <br /> • after well installation, but no sooner than 24 consecutive hours after grout seal placement. <br /> • The development purging requirement will be ten well casing volumes, with a turbidity <br /> goal of 10 NTU and stabilization of pH, electroconductivity(EC), and temperature. <br /> • <br /> • Well development will be accomplished with a pump and/or a bottom discharge/filling <br /> • bailer(for sediment removal) and surge block. Well development will be completed at <br /> least four consecutive days before well sampling. Development will proceed in the <br /> • manner described below until the well water is clear to the unaided eye and the sediment <br /> • thickness remaining within the well is less than 5 percent of the screen length. No <br /> • dispersing agents, acids, disinfectants, or other additives will be used during development <br /> • or at any other time be introduced to the well. During development, water will be <br /> removed throughout the entire water column by periodically lowering and raising the <br /> • pump intake (or bailer stopping point). <br /> During development and test pumping of the wells, development water will be conveyed <br /> away from the well site in such a manner as to minimize erosion and avoid inundation. <br /> • Water, including mud, sand, and debris pumped from the well during development and <br /> • testing, will be disposed of in such a manner as not to damage or interfere with work or <br /> • property of others. <br /> • Part of the well development will be the washing of the entire well cap and the interior of <br /> • the well casing above the water table using only water from the well. The result of this <br /> • operation will be a well casing free of extraneous materials (grout,bentonite, sand, etc.) <br /> • inside the riser, well cap, and blank casing between the top of the well casing and the <br /> water table. The washing will be conducted before and/or during development. <br /> • <br /> • The following data will be recorded as part of development: <br /> • . Well designation. <br /> • <br /> • • Date(s) of well installation. <br /> • Date(s) and time of well development. <br /> • • Static water level from the top of well casing. <br /> • <br /> • Riverbank WWTP Workplan Nolte Associates,Inc. <br /> • March 2005 5 \\SasO\project\SA1542\mon_weMnew\gwmwiwp\wp.doc <br /> • <br />
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