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COMPLIANCE INFO_JTD 9/3/2025
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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COMPLIANCE INFO_JTD 9/3/2025
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Entry Properties
Last modified
10/6/2025 11:06:20 AM
Creation date
10/6/2025 9:32:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
JTD 9/3/2025
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
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
Tags
EHD - Public
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<br /> <br />Foothill Sanitary Landfill Page 14 of 53 San Joaquin County DPW - Solid Waste <br />Joint Technical Document Revised 6/09/2020 <br /> <br />encountered in the six borings consisted of moderately cemented clay/claystone and cemented <br />silt/siltstone with in-place hydraulic conductivities on the order of 10-6 to 10-7 cm/sec. These <br />same soils had remolded hydraulic conductivities as low as 10-9 cm/sec. The remaining soils <br />consisted of cemented silty sand/silty sandstone with in-place hydraulic conductivities on the <br />order of 10-3 cm/sec and remolded hydraulic conductivities between 10-4 to 10-5 cm/sec <br />(Appendix D). <br /> <br />During a Geologic Investigation (Kleinfelder 1990), seven soil borings (B-1 through B-7) were <br />advanced to depths ranging from 30 to 65 feet in the east, southeast, and southern areas of the <br />site. The soils encountered in the seven borings consisted of cemented clay/claystone, <br />cemented silt/siltstone, and cemented sand/sandstone with in-place hydraulic conductivities <br />ranging from 10-3 to 10-5 cm/sec. Remolded soils had hydraulic conductivities ranging from 10- <br />4 to 10-6 cm/sec. The results of the laboratory testing are tabulated in a report dated January 2, <br />1991 (Appendix E). <br /> <br />4.10.2.2. Groundwater <br />First encountered groundwater at the site varies from about 200 to 300 feet below ground <br />surface. Groundwater elevations generally range from about 36 feet MSL on the southern side <br />of the site to about 61 feet MSL on the northern side of the site +/- 1 foot of seasonal variation. <br />The average groundwater elevation at the site is about 45 feet MSL (2015 WDR). Groundwater <br />flow velocity is approximately 90 feet per year based on a hydraulic gradient of 0.0027 foot per <br />foot (Figure 12). <br /> <br />4.10.2.3. Surface Waters <br />The site is about 1.5 miles south of the Calaveras River and 4 miles east of Mormon Slough, <br />which branches off from the Calaveras River near Bellota about 3.5 miles northwest of the site. <br />Surface drainage from the site flows into a network of streams and creeks that meander toward <br />the southwest, ultimately emptying into Mormon Slough at two points near Linden and east <br />Stockton, respectively. Mormon Slough is partially tributary to the Stockton Diverting Canal, <br />which drains into the Calaveras River, a tributary of the San Joaquin River. The remainder of <br />Mormon Slough flows directly into the San Joaquin River in Stockton (2015 WDR). <br />
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