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CORRESPONDENCE_2018-2019
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CORRESPONDENCE_2018-2019
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Last modified
5/28/2025 4:27:38 PM
Creation date
12/20/2021 12:36:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2018-2019
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
Tags
EHD - Public
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February 15, 2019 <br />Ameresco, Inc. <br />2375 E. Camelback Road, Suite 400 <br />Phoenix, AZ 85016 <br />Attn: Ms. Kelly Milam, P.E. <br />P: 931.581.3727 <br />E: kmilam@ameresco.com <br />Irerracon <br />Re: Work and Safety Plan for Pile Load Testing Services <br />Foothill Landfill Solar Array <br />6848 N. Waverly Road <br />Linden, California <br />Dear Ms. Milam: <br />Terracon Consultants, Inc. (Terracon) is submitting this work and safety plan for the proposed <br />San Joaquin Solar project located within the San Joaquin County Foothill Landfill facility located <br />at 6484 N Waverly Road in Linden, San Joaquin County, California. <br />A. SCOPE OF WORK <br />Pile Installation: <br />For location of pile tests and exploration points, Terracon will use hand-held recreational GPS <br />equipment accurate to within 15 feet of the locations. <br />Terracon will hire a sub -contractor to install a total of ten (10) piles at five (5) locations. The test <br />piles will be advanced with a rubber tracked GAYK HRE 1000 Hydraulic Hammer Rig or <br />equivalent. <br />Pile Testing: <br />Testing will be performed by a qualified Terracon personnel and will generally follow procedures <br />in ASTM D 3689-07, Standard Test Method for Deep Foundations under Static Axial Tensile Load <br />and ASTM D 3966-07, Standard Test Method for Deep Foundations under Lateral Load. <br />A 5 -ton chain pull will be used to apply the test loads using chains and clevises all rated for at <br />least a 5 -ton safe working capacity. A Model ED Junior load cell was used to measure loads in <br />both the axial and lateral tests. All components used in the tests are rated for load capacities <br />within the range of applied test loads. <br />Pile Extraction: <br />
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