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2900 - Site Mitigation Program
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PR0542675
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Entry Properties
Last modified
2/17/2026 10:41:30 AM
Creation date
3/11/2025 2:50:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542675
PE
2954 - USEPA - SITE PROJECT
FACILITY_ID
FA0024553
FACILITY_NAME
SHARPE ARMY DEPOT
STREET_NUMBER
700
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
700 ROTH RD LATHROP 95330
Tags
EHD - Public
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Groundwater Well Installation Standard Operating Procedure <br /> SWE-FSOP-601;Revision 1 Ahtna Southwest Environmental Operations <br /> 4.3.5 Installing Filter Pack <br /> Based on borehole and well casing dimensions,calculating volumes of filter pack, bentonite pellets/slurry, <br /> and grout required. If the project work plans require, determine the filter pack and well screen slot size <br /> for the monitoring or extraction well. <br /> Place a layer of filter pack (one to two feet, unless otherwise specified in the project-specific work plans) <br /> at the bottom of the borehole. <br /> • When constructing wells within a cased hole or through hollow stem augers, install the filter <br /> pack by pouring and allowing it to free-fall through the center of the drive casing/augers or <br /> tremie according to project work plans.Add filter pack slowly while withdrawing the drive <br /> casing/augers.Take care to minimize the height of the filter pack inside the auger/drive casing <br /> during pouring to avoid potentially "sand locking" the well casing and pulling it up with the <br /> auger/drive casing. <br /> • Using drive casing or augers, pull the drive casing or augers slowly during filter pack installation <br /> in increments no greater than five feet. <br /> • For the mud rotary drilling technique, tremie the filter pack into the annular space around the <br /> screen. If approved, clean, potable water may be used to assist with the filter pack tremie <br /> operation. <br /> Monitor filter pack settlement by initially measuring the sand level (before beginning to withdraw the <br /> drive casing/augers). Repeatedly take depth soundings using a weighted tape to continually monitor the <br /> level of the sand in the auger/drive casing as it is removed. Monitor the top of the well casing to detect <br /> any movement due to settlement or from drive casing/auger removal. If the top of the well casing moves <br /> upwards at any time during the well installation process, the driller should not be allowed to set drilling <br /> equipment (downhole hammers, drill pipe, etc.) on the top of the casing to prevent further movement, <br /> which could cause the well casing to bend or break in the borehole. <br /> Add filter pack until its height is approximately two feet above the top of the screen (unless otherwise <br /> specified in the project work plans), and conduct verification of its placement (by sounding). Then gently <br /> surge the filter pack using a surge block or swab to settle the packing material and reduce the possibility <br /> of bridging. <br /> Resound the height of the filter pack and add more filter pack, placed as necessary. Once filter pack <br /> placement is complete, measure and record the depth to the top of the pack in the FLB/notpad or field <br /> form SWE-FFRM-401, "Well Construction." <br /> 4.3.6 Installing Seals <br /> Install a three-foot thick (unless otherwise specified in the project work plans) bentonite seal on top of <br /> the filter pack. If pellets or chips are used, add them gradually to avoid bridging. Take repeated depth <br /> soundings using a weighted tape to ascertain the top of the bentonite seal. Allow the seal to hydrate for <br /> at least 30 minutes before proceeding with the grouting operation. <br /> After hydration of the bentonite seal, pump grout through a tremie pipe and fill from the top of the <br /> bentonite seal upward. <br /> Page 12 of 16 <br />
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