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ARCHIVED REPORTS XR0001090
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544230
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ARCHIVED REPORTS XR0001090
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Last modified
3/5/2019 8:01:29 PM
Creation date
3/5/2019 3:59:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001090
RECORD_ID
PR0544230
PE
3528
FACILITY_ID
FA0003829
FACILITY_NAME
VANCO TRUCK-AUTO PLAZA
STREET_NUMBER
1033
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323041
CURRENT_STATUS
02
SITE_LOCATION
1033 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
Tags
EHD - Public
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+ <br /> ' q} 11 <br /> r 5 <br /> 30 May 2004 <br /> AGE-NC Project No 02-0962 , <br /> Page 8of10 _ <br /> r � <br /> feet above the screened interval Following placement of the filter pack, the'well will be surged to <br /> assist in settling the filter pack Additional sand will be added if settling occurs <br /> �A nominaftwo-footbentonite seal will be placed above the f lter pack to minimize the potential for°- <br /> grout penetration into the screened section of the well The bentonite seal will be formed by pouring <br /> bentonite pellets or chips into the annulus and allowing them to settle on the filter pack The <br /> bentonite pellets will be allowed to hydrate for a minimum of one-half hour prior to grouring <br /> The remaining annular space will be filled wlthin one foot of the ground surface with a cement grout <br /> The grout mixture will consist of Type UII portland neat cement and not more than 6 gallons of water <br /> per 94-pound sack of cement The grout will be placed by pumping through tremmie pipe A <br /> grouting inspection will be scheduled with EHD personnel <br /> Following completion of the monitoring wells, well elevations and locations will be surveyed by a ' <br /> California-licensed surveyor relative to a City of Stockton elevation benchmark <br /> 4 2 2 Well Development <br /> Development of the proposed wells will consist of a combination of bailing with a stainless steel <br /> bailer to remove the mayor portion of fine-grained sediment from Inside the well, surging to flush <br /> out or draw in sediment from the filter pack and additional ground water evacuation(purging)with, <br /> a Waterra bailing pump to finish the removal offine-gamed sediment Developmental purging <br /> activities will be continued until field parameter (pH, electrical conductivity, and temperature) <br /> „ readings have stabilized and purged water is visually sediment-free <br /> 4 3 GROUNDWATER SAMPLING PROCEDURES <br /> Ground water sample collection will be performed in accordance with the EHD's Recommended <br /> Groundwater Sampling Gutdehnes, dated 15 February 1995 <br /> 4 3 1 Static Water Level Measurements <br /> r ,+ <br /> Before purging and sampling during ground water monitoring events, static water level will be <br /> measured using an electric water level indicator Water level data will be recorded to the nearest 0 01 <br /> foot from a reference point marked of the top of the PVC well casing Before and after each use,the ri <br /> electric oil/water level indicator will be washed in an Alconox solution and rinsed with water <br /> Advanced GcoEnvironmental,Inc <br /> + i <br /> r <br />
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