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ARCHIVED REPORTS_2005
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2005
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Last modified
7/18/2020 3:43:09 AM
Creation date
7/3/2020 10:42:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2005
RECORD_ID
PR0440004
PE
4433
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
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2005.tif
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EHD - Public
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As of August 2004, approximately 91 million cy of capacity remained. This capacity is based on <br />a maximum height restriction of 432 ft MSL and a bottom elevation of 230 ft MSL. Daily and <br />intermediate soil cover requires approximately 20% of in-place volume. The net remaining <br />capacity (total capacity minus daily cover soil) is approximately 76 million cy. This is based on <br />the County goal of in-place refuse density of 1,100 pounds/cy. Projected waste accumulation is <br />shown in Table 3. <br />The remaining capacity was calculated by subtracting the volume filled in Module "I" and <br />Module 1 from the total capacity. The excavation volume and volume filled were calculated <br />using the average end area method using an average bottom elevation of 230 ft MSL with the <br />existing contours shown in Plate 2.1. Volume calculations are in Appendix M and are stamped <br />by a Registered Civil Engineer. These calculations do not include either the volume of the <br />LCRS (including operations layer) or final cover. Daily cover is included in the calculations at a <br />waste to soil ration of 4:1. <br />4.3. SITE LIFE ESTIMATES <br />is Based on a waste rate of 790 tons per day in 2004 with a rate of increase of 3% per year, a <br />refuse density of 1,100 pounds per cy, and a 4:1 waste to soil ratio, Foothill Sanitary Landfill <br />should reach capacity in approximately 2059 (Table 3 and Plate 4). This estimate is based on <br />the present height limit of 432 ft. MSL established by the County; however, the County intends <br />to seek an increase in that limit. <br />4.4. SOIL AVAILABILITY <br />Total daily and intermediate cover needs, based on the waste quantities above, are estimated to <br />be 15.4 million cy. This is based on the approximation that daily and intermediate cover needs <br />are 20% by volume of in-place waste. The current sources of daily cover are on-site excavation <br />in future cells. <br />The on-site sources of cover from excavation of the future modules are estimated to be <br />approximately 35.6 million cy (see Appendix M). This would provide an abundance of soil <br />cover. No imported fill is anticipated for daily, intermediate, or final cover (Table 3). On-site <br />0 <br />Foothill Sanitary landfill Page 17 of 62 Public Works/Solid Waste <br />JTD County of San Joaquin — Revised 10/6/05 <br />
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