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CORRESPONDENCE_2005-2006
Environmental Health - Public
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4400 - Solid Waste Program
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PR0515730
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CORRESPONDENCE_2005-2006
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Last modified
1/6/2026 8:44:26 AM
Creation date
6/27/2024 2:23:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2005-2006
RECORD_ID
PR0515730
PE
4430 - SOLID WASTE CIA SITE
FACILITY_ID
FA0012310
FACILITY_NAME
WORLD ENTERPRISES
STREET_NUMBER
3504
Direction
S
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
17517018
CURRENT_STATUS
Active, billable
SITE_LOCATION
S TURNPIKE RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
3504 S TURNPIKE RD STOCKTON 95206
Tags
EHD - Public
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i <br />"Alan Anselmo" To <Jay_Kamine@urscorp.com> <br />` <AAnselmo@eticeng.com> <br />cc "Gopi Chandran" <GChandran@eticeng.com> <br />08/31/2006 07:52 PM <br />bcc <br />Subject World Enterprises Project <br />Jay, <br />As discussed, I wanted to clarify a few items for the installation of the <br />passive methane gas collection trench at the World Enterprises site in <br />Stockton. Following is a description of some clarifications and a list of <br />some materials that we propose to use for the project: <br />(1) - A pdf is attached (Figures 1 and 2), which shows ETIC's proposed trench <br />construction method (i.e., excavating the upper 7 feet of existing material, <br />followed by then excavating the remainder of the 3 -foot wide collection <br />trench). <br />(2) - As agreed upon during our site visit on August 29, 2006, the trench will <br />be installed approximately 20 feet beyond existing wells VW -4 and VW -5, for a <br />total length of approximately 170 feet. The total depth of the trench will <br />extend to approximately 24 feet below the existing ground surface (bgs) based <br />upon our measurement of the depth to groundwater during our site visit <br />(approx. 19 feet bgs in well MW -01) and the desire to extend the trench to a <br />depth of 5 feet below the groundwater surface elevation. <br />(3) - Per the attached drawings, 3/4 -inch drain rock will be used to backfill <br />the trench from the bottom of the trench up to 7 feet bgs. At 7 feet bgs, a <br />Mirafi 140NC nonwoven geotextile fabric will be placed, followed by 4 -inch <br />diameter Schedule 40 PVC well screen with 0.040 -inch slot size that will be <br />placed on top of the fabric. Approximately 2 feet of additional 3/4 -inch <br />drain rock will be placed on top of the well screen, and then the fabric will <br />be wrapped around the drain rock. <br />(4) - A total of 4 vent pipes will be installed at 50 -foot intervals per the <br />attached drawings with three 4 -inch diameter by 6 -foot long concrete -filled <br />steel bollards around each vent pipe. A 4 -foot by 4 -foot by 1 -foot thick <br />concrete pad will be poured around each vent pipe and three bollards (Note <br />that there are some slight modifications, primarily in materials and fittings, <br />that have been made to the URS schematic of the bollard/vent pipe that you <br />previously provided). <br />We're looking forward to starting this project on Wednesday, September 6th! <br />Also, our Health and Safety Plan is currently being finalized and should be <br />completed by tomorrow --please let me know if you would like to see a copy of <br />the plan prior to the start of the project. <br />Thanks, <br />Alan J. Anselmo, P.E. <br />Program Manager <br />ETIC Engineering, Inc. <br />1330 Broadway Street, Suite 600 <br />Oakland, California 94612 <br />Phone: (510) 208-1600 x14 <br />Fax: (510) 208-1604 <br />Email: aanselmo@eticeng.com <br />
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