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ARCHIVED REPORTS_2002 - JTD
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ARCHIVED REPORTS_2002 - JTD
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Last modified
4/10/2023 12:46:56 PM
Creation date
7/3/2020 10:48:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002 - JTD
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2002.tif
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EHD - Public
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Attachment 3 <br />Forward Landfill -187.6-Acre Closure Area <br />Drainage Control System Modifications Cost Estimate <br />Item <br />No. <br />Description <br />Qty 187.6- <br />Acre Area <br />Unit <br />Unit Costs <br />Total <br />Cost <br />1 <br />Remove Existing Drainage System 1 <br />1 <br />LS <br />$ <br />50,000.00 <br />$50,000 <br />2 <br />Construct V -Ditch Type 2 2 <br />4,096 <br />LF <br />$ <br />38.50 <br />$157,696 <br />3 <br />Drainage Inlets 3 <br />4 <br />EA <br />$ <br />2,100.00 <br />$8,400 <br />4 <br />Outlet Structures 3 <br />4 <br />LF <br />$ <br />6,200.00 <br />$24,800 <br />5 <br />Drainage pipe 24" HDPE 3 <br />920 <br />LF <br />$ <br />46.10 <br />$42,412 <br />Subtotal <br />$283,308 <br />6 <br />Miscellaneous arts/materials & shi in 5% <br />1 <br />LS <br />$ <br />14 165.40 <br />$14,1651 <br />Total Drainaae Control Svstem Modification Costs <br />$297 473 <br />U <br />NOTES: <br />Unit prices are based on recent bid for closure of the Jamestown Landfill prepared by Boston Pacific, Inc. (See <br />Attachment No. 1), which is located within the same region as the Forward Landfill. The majority of permanent drainage <br />control system features will be in-place at closure, including the perimeter channels, basins, and other features not over <br />refuse. <br />(1) Includes all drainage control system features over waste within the 187.6 -acre closure area (i.e., downdrains, inlets, <br />open channels, outlets, rip -rap, etc.). <br />(2) Cost assumes placement of additional perimeter drainage channel along the edge of refuse as part of the 187.6 -acre <br />closure area over 50% of the total possible linear feet surrounding the area or 4,096 If (square root of total area, <br />4,196,248 sq ft = 2,048 x 2 sides = 4,096 If) . <br />(3) Cost assumes placement of 4 downdrains (including inlets and outlets) along 4,096 If of slope over a 187.6 -acre <br />area, approximately one every 1,000 If, with each downdrain approximately 230 If from top of slope to bottom (4 x 230 If <br />= 920 If of 24 -inch HDPE pipe). <br />DrainageSystem Back-upBASC <br />
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