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CORRESPONDENCE_1994-1999
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1994-1999
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Last modified
8/18/2023 2:28:24 PM
Creation date
4/7/2023 2:11:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1994-1999
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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California ional Water Quality Oantrol Board <br /> Central Valley Region <br /> Steven T.Butler,Chair <br /> Winston H.Hickox Gray Davis <br /> Secretaryfor Sacramento Main Office Governor <br /> Environmental Internet Address ham`,twWwjs cbyca gqq�g/o- yy�b5 <br /> Protection 3443 Routier Road,Suite A,Sacramento,f llfg a x$27-3003 <br /> Phone(916)255-3000•FAX(916)255-3015 <br /> 8 October 1999 <br /> Mr. Kevin Basso <br /> Forward Inc. <br /> P. O. Box 6336 <br /> Stockton, CA 95206 <br /> FOR WARD LANDFILL,SAN JOAQUIN COUNTY(Case No. 2209) <br /> I have reviewed the September 1999 construction quality assurance (CQA)report prepared by Vector <br /> Engineering for the D99 landfill, Eastern Ash Pit closure, and the Class II surface impoundment(WMU <br /> F). The report documents the construction of 9.1 acres of landfill liner and ash pit closure cover along <br /> with 1.3 acres of surface impoundment. <br /> Construction for the D99 landfill included engineered subgrade fill, selected native soils admixed with <br /> imported clay and compacted for 2.57 acres of base liner. Geosynthetic clay liner(GCL)was placed on <br /> 6.1 acres of the landfill sidewalis. These materials were overlain by geomembrane, granular drainage <br /> layer or geosynthetic drainage net, geotextile, and operations layer. A temporary sump was installed at <br /> the western edge of the unit pending future expansion to the west. Closure cover on the south side of the <br /> ash pit included 0.76 acres of GCL, geomembrane, and vegetative cover soil. The surface impoundment <br /> construction included subgrade preparation and placement of GCL, geomembrane, drainage net, and an <br /> upper geomembrane liner. The CQA report contained observations,test results, and component <br /> certifications for all phases of construction. A subsequent letter describing LCRS performance testing in <br /> the surface impoundment was submitted on 8 October 1999: <br /> Vector Engineering certified that the construction was done in general accordance with Title 27 and the <br /> project's construction drawings,technical specifications, and construction quality assurance manual. <br /> Based on Vector's report, supporting design documents, and my facility inspection on 1 September <br /> 1999,the D99 landfill and the WMU F Class II surface impoundment are approved for waste discharge <br /> operations in accordance with the facility's waste discharge requirements. <br /> If you have any questions,please call meat(916)255-3131. <br /> STEVE E. ROSENBAUM <br /> Associate Engineering Geologist <br /> SER <br /> California Environmental Protection Agency <br /> ��Recycled Paper <br />
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