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Environmental Health - Public
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EHD Program Facility Records by Street Name
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LOWER SACRAMENTO
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7910
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3500 - Local Oversight Program
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PR0545441
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Last modified
3/9/2020 6:21:27 PM
Creation date
3/9/2020 2:39:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545441
PE
3528
FACILITY_ID
FA0003733
FACILITY_NAME
NORTH SIDE SHELL
STREET_NUMBER
7910
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
Zip
95210
APN
07949006
CURRENT_STATUS
02
SITE_LOCATION
7910 LOWER SACRAMENTO RD
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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All field and office work, including exploratory boring logs, are prepared <br /> ' under the direction of a registered professional engineer. <br /> F <br /> Monitoring Well Installation <br /> Monitoring well casing and screen will be constructed of Schedule 40 flush- <br /> joint threaded polyvinylchloride (FVC). The well screen will be factory <br /> mill-slotted unless additional open area is required (e.g. conversion to an <br /> extraction well in a low-yield aquifer). The screen length will be placed <br /> adjacent to the aquifer material to a minimum of 2 feet above encountered <br /> water. No screen shall be placed in a borehole that potentially created <br /> hydraulic interconnection of two or more aquifer units. Screen slot size and <br /> well sand pack will be compatible with encountered aquifer materials as <br /> confirmed by sieve analysis. <br /> Monitoring wells will be completed below grade (Figure 2) unless special <br /> conditions exist that require above-grade completion design. In the event a <br /> monitoring well is required in an aquifer unit beneath an existing aquifer, <br /> the upper aquifer will be sealed off by installing a steel conductor casing <br /> with an annular neat cement or cement-bentonite grout seal. This seal will <br /> be continuously tremie pumped from the bottom of the annulus to -round. <br /> surface. <br /> The monitoring well sand pack will be placed adjacent to the entire screened <br /> interval and will extend a recommended minimum distance of 2 feet above <br /> the top of the screen. No sand pack will be placed that interconnects two or <br /> more aquifer units. A minimum 2 foot bentonite pellet or bentonite slurry <br /> seal will be placed above the sand pack. Sand pack, bentonite, and cement . <br /> seal levels will be confirmed by sounding the annulus with a calibrated 1 <br /> weighted tape. The remaining annular space above the bentonite seal will be <br /> grouted with a bentonite -cement mixture and will be tremie-pumped from <br /> the bottom of the annular space to the ground surface. The bentonite <br /> ;€ content of the grout will not exceed 5 percent by weight. A field log of <br /> boring and a field well completion form will be prepared by Enviros for <br /> each well installed. <br /> Decontamination of drilling equipment before drilling and between wells <br /> will consist of steam cleaning, and/or Alconox wash. <br /> Well Surveying <br /> Monitoring wells will be surveyed to obtain top of box elevations to the <br /> nearest±0.01 foot. Water level measurements will be recorded to the <br /> nearest±0.01 foot and referenced to Mean Sea Level (MSL). If additional <br /> well are required, existing and newly installed wells are surveyed relative to <br /> MSL. <br />
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