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CORRESPONDENCE_1992-1999
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440058
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CORRESPONDENCE_1992-1999
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Last modified
12/21/2023 1:56:27 PM
Creation date
7/16/2021 12:17:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1992-1999
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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EHD - Public
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e <br /> AOL <br /> WASTE DISCHARGE REQUIREMENTS -2- <br /> COUNTY OF SAN JOAQUIN <br /> NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br /> CLASS III LANDFILL <br /> SAN JOAQUIN COUNTY <br /> WASTES AND TBEIR CLASSIFICATION <br /> The Discharger proposes to discharge wastes classified under Chapter 15 as 'non-hazardous <br /> solid waste' and 'inert waste'. The site serves the franchised collectors for the City of Lodi <br /> and the County Refuse Service Area B, as well as the general public and the commercial <br /> haulers servicing the northern part of San Joaquin County. <br /> DESCRIPTION OF SITE <br /> Land within 1.000 feet of the site is primarily agricultural, residential and livestock grazing. <br /> The soils immediately underlying the landfill are typical of those found in the San Joaquin <br /> Valley. The surface soils consist of 2 to 3 feet of a sandy loam underlain by approximately <br /> 0.5 feet of cemented hardpan. The next 100 feet consist of consolidated interbedded sands. <br /> silts and clays with individual layers 1.5 to 5 feet thick. <br /> The ground water flows in a generally southwest direction beneath the site, ranging between <br /> -35 to -41 feet below mean sea level (MSL). Calculated flow velocity is about 3.7 ft/yr. with <br /> a hydraulic gradient of about 1.2 x 10-3 ft/ft. <br /> The beneficial uses of around water are municipal. domestic, agricultural and industrial <br /> supply. <br /> 0. The site receives an average of 14 inches of precipitation per year (as measured at the Stockton <br /> Disposal Site 1957 - 1991). The mean evaporation for this facility is 67.95 inches per vear (as <br /> measured at Lodi, 1931 - 1979). Based on these data, average annual net evaporation at the <br /> site is about 54 inches. <br /> 1. The 100 year. 24-hour precipitation event for the site is 3.65 inches (as calculated at the <br /> Stockton Disposal Plant). <br /> 2. The site is not within the 100 year floodplain. However, the site is within Flood Zone C. <br /> which is an area subject to minimal flooding. The flooding threat will be mitigated by the <br /> construction of flood control berms. Berm construction will be done as filling proceeds from <br /> module to module and will be documented to the Board as construction proceeds. <br />
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