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CORRESPONDENCE_2008-2009
EnvironmentalHealth
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PR0440058
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CORRESPONDENCE_2008-2009
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Last modified
12/29/2023 2:12:56 PM
Creation date
7/16/2021 12:52:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2008-2009
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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THOMAS R. FLINN <br />DIRECTOR <br />Mr. Robert McClellon, REHS <br />Environmental Health Department <br />600 East Main Street <br />Stockton, California 95202 <br />May 14, 2008 <br />n <br />R. O. BOX 1810.1810 E. HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95201 <br />(209) 468-3000 FAX (209) 468.2999 <br />www.sjgov.org1pubworks <br />SUBJECT: DESIGN OF LANDFILL GAS PERIMETER MIGRATION WELLS <br />AT THE NORTH COUNTY AND FOOTHILL SANITARY LANDFILLS <br />Dear Mr. McClellon: <br />As promised, attached are drawings showing the design of the landfill gas (LFG) perimeter <br />migration monitoring wells at the North County Recycling Center and Sanitary Landfill and Foothill <br />Sanitary Landfill. These wells will be installed in compliance with recently -enacted Section 20925 <br />of the California Code of Regulations (CCR) Title 27. <br />Our recent conversations raised two issues addressed in this letter: well depth and construction of <br />the probes within the wells. <br />The well depths are selected based on the final maximum depth of the refuse at each landfill. This <br />allows us to install all proposed wells at the Foothill Landfill and meet the intent and spirit of <br />Section 20925. Note that six wells in the southeast corner of the Foothill site would be less than 10 <br />feet deep if the present refuse base elevation was used as criterion for the depth of the well. <br />These shallow depths result from a 70 -foot decrease in ground elevation from the west side of <br />Module "I" (elevation 300) to the southeast portion of our property (elevation 230). Installing wells <br />to a depth of 10 feet based on the existing refuse elevation would be impractical, and we request <br />that we use the future refuse base elevation for our design criterion. Such adjustments are allowed <br />by Section 20925(c)(2) in cases of impracticality. It seems clear that wells at the proposed depths <br />would be "sufficient to detect migrating landfill gas and provide protection to public health and <br />safety and the environment", per the referenced Section. <br />However, if you or Waste Board staff believe that these wells should not be installed until the final <br />refuse depth is reached (decades from now), then we can postpone the installation of those wells <br />until that time. <br />You asked for clarification of the location of the probes within the wells, particularly regarding the <br />depth of the deep probe. Each probe (perforated portion of the sampling pipe) extends nearly the <br />full length of its rock -filled sampling section, from the bottom to within 18" of the top of that section <br />(see notation to the well drawing to identify the probe on attached figures). Title 27 Section 20925 <br />paragraph (c)(1)(C) states that the "probe" should be placed "at or near the depth of the waste". A <br />probe extending the full length of the rock section would comply with this provision because a <br />portion of the probe is at the elevation of the base of the waste. It seems that this is the best <br />possible way to comply with that provision. <br />
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