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ARCHIVED REPORTS_1996_1
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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PR0440001
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ARCHIVED REPORTS_1996_1
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Last modified
7/17/2020 3:53:10 PM
Creation date
7/3/2020 10:40:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1996_1
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1996_1.tif
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EHD - Public
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Page 1-25 SECTION 1 -IANDFIU EXPANSION ISSUES <br /> Citation Regulation Design Element <br /> Title 23,2546 (e) Surface and subsurface drainage from No subsurface drainage is anticipated. <br /> outside of a waste management unit shall Drainage from closure of the existing <br /> be diverted from the waste management landfill area will be intercepted and <br /> unit. diverted from horizontal expansion <br /> phases. Little Johns Creek will be <br /> realigned to the north of the existing <br /> landfill. <br /> Title 23,2546 (f) Cover materials shall be graded to divert Final and Intermediate cover grades will <br /> precipitation from the waste management range between 5°/®to 250 <br /> unit,to prevent ponding of surface water <br /> over wastes,and to resist erosion as a <br /> result of precipitation .... <br /> Title 23,2581 (b) (1) Grading requirements:Closed landfills Minimum final grade is 5%. <br /> shall be graded and maintained to <br /> prevent ponding and to provide slopes of <br /> at least three percent. Lesser slopes may <br /> be allowed... <br /> Title 23,2581 (b) (2) Areas with slopes greater than ten Interception ditches, sift fences,and <br /> percent,surface drainage courses, and cover crops will be used to protect <br /> areas subject to erosion by water and slopes from erosion. Drainage ditches <br /> wind shall be protected or designed and will be lined where velocities require <br /> constructed to prevent such erosion. subgrade protection. <br /> 40 CFR 258.25(1) A run-on control system to prevent flow Surface water drainage systems are <br /> onto the active portion of the landfill . designed based on a 100-year storm. <br /> during the peak discharge from a 25-year <br /> storm. <br /> 40 CFR 258.25(2) A run-off control system from the active Surface water collection pipes are <br /> portion of the landfill to collect and control provided at the perimeter of the liner to <br /> the water volume resulting from a 25-year route active area run-off directly to the <br /> storm. leachate collection system. <br /> 40 CFR 25827 MSWLF units shall not: All active area surface water run-off will <br /> (a)Cause a discharge of pollutant into be routed to the leachate collection <br /> waters of the United States,including system. <br /> wetlands,that violates any requirements <br /> of the Clean Water Act..fncluding NPDES <br /> requirements. <br /> r (b)Cause the discharge of a nonpoint <br /> source of pollution to water of the United <br /> States, including wetlands,that violate the <br /> requirements of any area-wide or state <br /> wide water quality management plan... <br /> 1.6.3 Realignment of Little Johns Creek <br /> Little Johns Creek currently is located to the south of the existing landfill. For the proposed Austin <br /> Road Landfill expansion, this creek would be realigned to the north and west of the existing <br /> landfill. This proposed realignment increases the overall length of the creek by three percent,with <br /> R.W.Bads and as <br /> City of Stockton1815.002 <br />
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