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3500 - Local Oversight Program
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PR0545680
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Entry Properties
Last modified
5/20/2020 1:27:36 PM
Creation date
5/20/2020 1:01:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545680
PE
3528
FACILITY_ID
FA0005535
FACILITY_NAME
THIEMANS SERVICE
STREET_NUMBER
106
STREET_NAME
SECOND
STREET_TYPE
ST
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
106 SECOND ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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SENT HV:A9uaGeoscience Inc. : 7-26-93 'i0:0iAM 1 8053261129-3 `-`- 'a-•^ " <br /> GnwndYrater MorNtoAno Wel Inetdtstion r��X <br /> 2 tisk( <br /> After drilling to approximately 45 fest. 25 fleet of 0.02"0.10. and 20 feet of blank screed . <br /> schedule 40 PVC casing will be installed through the augers. The 25 feet of screen <br /> will allow for monitoring at the "rant groundwater depth as well as the hidoftW <br /> high groundwater level. Flow pads send, consisting of 3112 Motderay Sand,will be <br /> placed by tremle pipe while slowly rotes and removing the augers I"I"at a time. <br /> The fiNrr pack will extend three feat above the highest skrited ht mal A weighted <br /> sleet tape win be used to measure the depth to the titter pack sus well as dalarmins <br /> whether bridging' Is occurring. l3entonRe (" Inch) pellets will be placed on lop of the <br /> MW pack such that a minimum three foot 801011 is dMained. The pellets will be hydrated <br /> with dean potable water and allowed to set a mirdmum of one hour. A neat bentonite <br /> (lees than 5%)cement slurry will be placed on top of the After pack and extend six <br /> inches above surface grade. A Wing,trafNaruded, Wing well emrar will comPleta <br /> the installation. The final elevations will be surveyed from the north side top of casing <br /> (C O.C.). The County will be given 48 hours notice to witness the well completions. <br /> Enclosed for your evIew Ie a mordt dng WON GOMMtctloe dlegreun (Exhibit 1). <br /> i <br /> Groundwater Monitoring Wil Development <br /> After allowing 24 hours for the cement to cure, a stainless steel submersible pump will <br /> be used to develop the wells. Water will be pumped until the "fluent contains less <br /> than 10%fine ne matadais(or urd the effluent is dear)- The water willbe stored In <br /> appropriate D.O.T. approved 55-011on drums pendirr� receipt of analytical results. <br /> Groundwseer Marko fig V40 Purging <br /> Forty eight hours after development(to allow the agA*r to retum to equsllodum) a <br /> bladder pump will be used to purge a minimum of foul well volume& well volumes <br /> will to calculated by measuring the depth to the top of the water and subtracting from <br /> the tote!depth of the well. This"tiddkness"will to multiplied by x rQ tD obtain the 'Wren <br /> volume". After a minhnum of four wan volumes have been removed,the parem stem of <br /> pH, temperature and conductivity will be measured. The aquifer will be aonaidersd <br /> atabiib ed If three consecutive nte9suremems are within 10%of previous <br /> m9astnernorft <br /> Groundwalef SO PIN CoINQM M <br /> Upon completion of purging.the walls will be sample ding usa disposable PVC bailer. <br /> The baler will be lowered Into the well to collect a sample of the weir. Groundwater <br /> samples will be stored in 40-ndtii W VOA Vials and These containers on baerlt a such that nmber �r� <br /> IMM a Stets Carried Mboralor� <br /> haadapaoa exists and rte samples will be stored in pecking material and placed In an <br /> Wed molar at 40 centigrade or less. The samplae win be immedately logged on to a <br /> drain af-ouslody document. <br /> I <br />
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