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ARCHIVED REPORTS_2005
Environmental Health - Public
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EHD Program Facility Records by Street Name
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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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5.2.2. Precipitation <br /> The facility receives an average of 17.5 inches of precipitation per year as shown on the <br /> isohyetal map of San Joaquin (Plate 7) and Western Regional Climate Center(WRCC). WRCC <br /> provided monthly mean precipitation data from 1948 to 2004. For Lodi, California, the mean <br /> annual precipitation was 17.57 inches which ranged from an average of 0.03 inches in September <br /> to an average of 3.45 inches in January. This data supports the 17.5 inch yearly average obtained <br /> from the isohyetal map. <br /> 5.2.3. Design Storm <br /> The requirements for the design storm for the landfill are identified in the waste discharge <br /> requirements (Appendix A). The Foothill Landfill waste management units have been designed <br /> based on the 100-year storm event. <br /> 5.2.4. Evaporation <br /> The mean annual pan evaporation for Lodi measured from 1948 to 2002 was 64.92 inches <br /> (Western Regional Climate Center). The mean monthly evaporation ranged between 0.06 inches <br /> in December and 10.60 inches in July. These values can be adjusted by multiplying by 0.7 or 0.8 <br /> to more closely estimate the evaporation from natural surfaces. <br /> 5.2.5. Runon/Runoff Volume/Pattern <br /> The natural topography of the Foothill Landfill area controls runon onto the site. In addition, the <br /> active fill area is a significant distance from the property boundary, so runon into refuse fill from <br /> surrounding properties is minimized. <br /> To control runoff, a perimeter ditch surrounding the landfill directs storm water runoff into a <br /> permanent sedimentation basin on the east end of the site. The sedimentation basin acts as an <br /> infiltration pond. <br /> Runon near the active area is diverted to a sedimentation area that is located just southeast of <br /> Module 1 (future Module 2). If this sedimentation area overflows, the water flows overland <br /> Foothill Sanitary Landfill Page 20 of 62 Public Works/Solid Waste <br /> JTD County of San Joaquin—Revised 10/6/05 <br />
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