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WORK PLANS FILE 2
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544169
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WORK PLANS FILE 2
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Last modified
2/22/2019 9:26:09 PM
Creation date
2/22/2019 2:36:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544169
PE
3528
FACILITY_ID
FA0006437
FACILITY_NAME
CHEVRON STATION #90557*** (INACT)
STREET_NUMBER
139
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13730012
CURRENT_STATUS
02
SITE_LOCATION
139 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1—MONITORING WELL INSTALLATION REPbWT <br /> JAAr„S 'S(Dcu� 4z ati.*- "J`o—O 3 <br /> Date: ' - CONSTRUCTION <br /> Premise Address: l _ �iY�- Total Depth ` J <br /> Screen Length (from) (to) <br /> Well No.: �S ' "2 S' S— Filter Pack (from) (to) <br /> Bentonite (from) (to) <br /> Inspector: Grout (from) (to) <br /> Drilling rig type <br /> Permit No._9002 '-5to Auger O.D. 5,511 I.D. <br /> �� Completion - Stove pipe/cllristie box (circle one) <br /> Drilling Company: <br /> Driller: eAN � casing <br /> he_ght <br /> Consultant YY L U) ' V ` <br /> Geologist <br /> /ABOVE-GRCUND C7_iRlSTY-3OX <br /> COh9LETCN C0WIUTICN <br /> SPECIAL PERMIT INFO. Gcmnd Surfacs <br /> grout <br /> Distance to sewer line <br /> Domestic well on site - (y/ n ) <br /> If yes, location and distance - ft. <br /> _ r <br /> o <br /> SAMPLING slorad <br /> Holding Temperature r -_ gaud Fzxx <br /> Method =_ <br /> Screening Method <br /> Tracking Sheet - (y/ n ) <: <br /> ir <br /> SPOILS <br /> Storage Method 5 '1!` � MATERIALS/DEVELOPMENT <br /> Contamination Noted - (y/ n ) <br /> Storage Location Blankg type ft <br /> ft. Screen <br /> Slot size <br /> GROUTING Bags cement <br /> Buckets bentonite <br /> Depth to water Ba <br /> gs sand/gravel <br /> agaa�_ <br /> Mix Ratios Filter Pack type/size <br /> Installation Method Surge Block: - (y/ 11 ) <br /> Quandry Installed Discussed with geologist: - (y/ n ) <br /> Type of method <br /> EH 29 29 <br />
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