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CORRESPONDENCE_1994-1998
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440007
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CORRESPONDENCE_1994-1998
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Last modified
6/7/2021 9:24:25 AM
Creation date
7/3/2020 11:08:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1994-1998
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440007_14750 E HARNEY_1990-1994.tif
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EHD - Public
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I ' <br /> r� <br /> COUNTY OF SAN JOAQUIN <br /> < DEPARTMENT OF PUBLIC WORKS <br /> P.O.BOX 1810—1810 E.HAZELTON AVENUE THOMAS R.FLINN <br /> STOCKTON.CALIFORNIA 95201 DEPUTY DIRECTOR <br /> Cq ��? (209)468-3000 MANUEL LOPEZ <br /> �/F+OR FAX(209)468-2999 DEPUTY DIRECTOR <br /> HENRY M. HIRATA <br /> olREcroR STEVEN WINKLER <br /> September 14, 1995 DEPUTY DIRECTOR <br /> Arnie Inouye <br /> California Regional Water <br /> Quality Control Board <br /> Central Valley Region <br /> 3443 Routier Road <br /> Sacramento, California 95827 <br /> SUBJECT: CQA TESTING REPORT FOR SIDESLOPE EROSION REPAIR <br /> AT THE HARNEY LANE SANITARY LANDFILL <br /> Dear Mr. Inouye: <br /> Enclosed is a copy of the Construction Quality Assurance (CQA) <br /> report for sideslope erosion repair at the Harney Lane Sanitary <br /> Landfill . Kleinfelder performed compaction testing, in-place <br /> density, and moisture content tests. Kleinfelder confirmed that <br /> the erosion damaged areas were reconstructed in accordance with <br /> the CQA Plan. <br /> In addition to the sideslopes, some of the areas around the drain <br /> inlets on the Primary and Secondary Sites were eroded during the <br /> rainy season. The County installed new drain inlets and repaired <br /> all eroded areas. The new drain inlets consist of a four foot <br /> diameter concrete pipe set into a concrete pad. The concrete <br /> pipe is connected to the metal downdrain with a grout seal . The <br /> top of the concrete pipe is covered with a rebar grate. The clay <br /> barrier layer was restored around each drain inlet. The clay was <br /> compacted with a rented hand compactor, and Kleinfelder verified <br /> the compaction method by performing two tests near one of the <br /> inlets . If you have any questions regarding the enclosed report, <br /> please call me at (209) 468-3066. <br /> Sincerely, <br /> Z�� <br /> GABRIEL KARAM <br /> Senior Solid Waste Engineer <br /> GK:WJ:vj <br /> R:`VIRGINIAkLETTERS,HL-SLOPE.AI <br /> Enclosure <br /> c: Ed Padilla, Environmental Health Division <br /> Scott Walker, California Integrated Waste Management Board <br /> LA 11794 <br />
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