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ARCHIVED REPORTS_FOURTH QUARTER 2006 GROUNDWATER MONITORING AND SAMPLING REPORT AND ANNUAL SUMMARY REPORT
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ARCHIVED REPORTS_FOURTH QUARTER 2006 GROUNDWATER MONITORING AND SAMPLING REPORT AND ANNUAL SUMMARY REPORT
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Last modified
9/14/2020 5:53:29 AM
Creation date
6/23/2020 3:37:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FOURTH QUARTER 2006 GROUNDWATER MONITORING AND SAMPLING REPORT AND ANNUAL SUMMARY REPORT
RECORD_ID
PR0508043
PE
2960
FACILITY_ID
FA0007905
FACILITY_NAME
CHEVRON PIPELINES
STREET_NUMBER
35500
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25526003
CURRENT_STATUS
01
SITE_LOCATION
35500 WELTY RD
P_LOCATION
99
QC Status
Approved
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EHD - Public
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' ScienceApplications <br /> RomScleo�e msauro�sx International Corporation <br /> PROJECT SITE: Vernalis GLOBAL ID#: SL0607749833 <br /> WELL#: � hJ € , DATE: �� E �Ctr, TIME: <br /> Water Level z— Depth to Water(ft): J t <br /> ' Meter/Serial#: L1 q > 1p 5 ZS .OS= 00 <br /> Water Quality � a �) Water Column(ft): 00 <br /> Meter/Serial#: 4 Y1�'Jr1 U4� L z <br /> ' Purge-Sampling r 1 Tubing Type/Diameter(inches): <br /> Pump/Serial <br /> Casing Diameter(Inches): LA Tubing Length(ft): <br /> ' Total Depth(ft): 40F IS Sampling Rate (not to exceed 1.0 L/min): <br /> Conductivity i <br /> Purge Rate pH Temp.(°F) uSlcm ORP(mV) Turbidity(NTU) <br /> Depth to Water (L/min) STABILIZATION CRITERIA <br /> Time (ft) [Drawdown Not To Exceed 0.33 ±10%NTUs(when <br /> Feet]s�r- +0.1 pH units t 10% t 3%uSlcm t 10mv turbidity is greater t 0.3 mg/L <br /> than 10 NTUs) <br /> (�•I '23 '21( <br /> ' LAP8 1,2,3a 1 -3 62.ld <br /> HCICO °off 0, ,gam .� C�,l-� q 3,3 37- <br /> 4,91 �t K— l c9,( 3 6,3 0?. �l <br /> Total Purged: 1 C 'y' ' Time Sampled: <br /> Comments: <br /> NOTES: `,. i c 1 `4.l <br /> c,l, l� Po 1 e � t�� <br /> Sample"By: Date: <br /> Form QA C'hecked By: - f Date: <br /> Entered Into EIM By:_ Date: <br /> EIM QA Checked By: Date: <br /> ' 1.ORP and DO may not always be appropriate stabilization indicator parameters,and will depend on site specific conditions. <br />
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