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CORRESPONDENCE_2010-2013
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_2010-2013
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Last modified
4/17/2025 10:05:58 AM
Creation date
1/4/2022 2:26:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2010-2013
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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PgUIN <br />THOMAS R. FLINN <br />` k <br />DIRECTOR <br />C4�%FOPN`P <br />THOMAS M. GAU <br />CHIEF DEPUTY DIRECTOR <br />MICHAEL SELLING <br />DEPUTY DIRECTOR <br />STEVEN WINKLER <br />DEPUTY DIRECTOR <br />ROGER JANES <br />BUSINESS ADMINISTRATOR <br />Mr. Robert McClellon, REHS <br />Environmental Health Department <br />600 East Main Street <br />Stockton, California 95202 <br />a MI=1-7 � '. <br />July 30, 2010 <br />P. O. BOX 1810 - 1810 E. HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95201 <br />(209) 468-3000 FAX (209) 468-2999 <br />www.sjgov.org/pubworks <br />SUBJECT: FIVE-YEAR PERMIT REVIEW AND REVISED JOINT TECHNICAL DOCUMENT <br />FOOTHILL SANITARY LANDFILL <br />Dear Mr. McClellon: p< I <br />Please find enclosed the documents associated with the Five -Year Permit Review at the Foothill Sanitary <br />Landfill. These documents include: <br />• The Joint Technical Document (JTD) <br />• CDRRR (Previously CIWMB) Form 177: Application for Solid Waste Facility Permit/Waste Discharge <br />Requirements <br />• Compact Disk with the AutoCAD files of the Landfill Capacity Survey Results Table <br />• Red -line tracked changes comparing the 2010 version to 2004 version of the JTD <br />The JTD incorporates revisions in operation and regulations since the last submittal, including: <br />• Closure using an evapotranspirative (ET) cap (primarily impacting closure cost) <br />• Installation of the landfill gas collection system in 2006 <br />• Installation of the perimeter migration monitoring wells in 2009 <br />• Adjustment of the final landfill surface configuration to incorporate Module 1 <br />• Conceptual design of the landfill base <br />The estimated capacity of the landfill increased due to the greater detail of the conceptual landfill base design. <br />The estimate of 2004 assumed an average landfill base elevation of 230 ft msl. The current, more detailed <br />conceptual design shows significant portions of the landfill base reaching 200 ft msl, with associated increase <br />in volume. Note that the elevations of the present conceptual base design are consistent with the excavation <br />limits of the conceptual design included in the Preliminary Closure Plan of 2004. <br />If you have any questions, please call me at 468-8504 or Joyesh Chandra at 468-3066. <br />Sincerely, <br />W. MICHAEL CARROLL, PE <br />Senior Civil Engineer <br />WMC: kb <br />N:\1 Foothill\JTD-Permit Review 2010\RMcClellonOl-5YearReviewJTD.doc <br />Enclosure <br />LA 31102 <br />
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