Document 0LBkVXOV7bV0XpXKarY09KdDn
06/13/1993 IS'-15 ****saflNRFfW UP-400 ***
0660435? p.02
Budget Estimate Union Carbide Brownsville, Texas
Asbestos Landfill
Volume to Dispose assumes: 500' x 700' x 4* - 52,000 C.Yx 1.3 fFluff factor 67,500 C.Y.
Offsite Piipoial
Assume 20 C.Y. Loads/Truck - 3380 loads
load $&00 x (32,000 x 1.3)
Truck Unar $20.00 x 3380 loads -
Haul $60.00 x 3380 loads
Landfill Foe $3$9"X (52,000 x 1.2)
Total
Cap Exiitlna DligowlAtw
500' x 700' 39,000 S.Y. (assumes 1 foot thick cap)
Cap (Purchased Clay) 39,000 x $20.00 S.Y. (Includes reoompactlon, oontouring) Monitoring Wells. Landfill
Assume 1 downgradlent well In place Is usable 4 additional downgradlent) i additional upgradient} Total of 5 new wells
$2500/weH install, decon, mob/demob x 5 walls * 2 wells/day x 3 days ENSR Labor x 1200.00/day
4 sampitngs/year x 2 days (purge/sample) per quarter 4x2-6 days x 1200
supplies and materials 500 x 4 samplings analytical 1000/weB/quarter
1000 x 6 wells x 4 quarter 1000 transport of generated wastes
1200 analytical for disposal of generated wastes 1500 technldan/management of disposal (cost does not Include replacement of wells with time due to damage, silting, plugging, etc.)
$ 202.900-^-: ? r
67,BOO
' -C
2.026,000 6H?/2Vte.3
-cty CCQ
t. 780,ooo"]
12,500 -3,(500
fie.iooJ
9,600/yr 2.000/yr
24,000/yr 4,000/yr 4,800/yr S.QQOyyr
|^50,400^|
DE 000949
06^13^1993 15:15 ***S3PWflFflX uF-400 ***
06604357 P.03
Budget Estimate Union Carbide Brownsvilis, Tsxas
(eont'd)
Pago 2 of 6
2. Catalyst Pile In Worth
Volume to Olsposs assumts: 100' X 100' X 4' - 1480 C.Y. x 1.3 i 1825 C.Y.
Qfffttt-PiiBQial
Assums 20 C.Y. Loads/Truck - 85 loads
Load 33.00 x 1.3 (fluff factor x 1480 C.Y. Truck Unsr 3 20.00 x 85 loads Haul 3800 x 85 loads Landfill Fas $36.25 x (1480 x 1.3) *
m m m
Total
3. Catalyst Piles (g esttierefl
Volum# to Olsposs assumes:
25' x 25* 4* x 8 pilot 555 C.Y. x 14
- 720 C.Y.
Assums 1 C.Y. weighs 12,150 lbs @ 450#/CF (Iron catalyst) Truck Can Haul 40,000 lb load - 3.3 C.Y.'s/Load
OfftHe Blsaosal
Assums 3.3 C.Y. Loads/Truck - 220 loads
Load ,S3.00 (555 x 1.3) Haul 3800 x 220 loads Landfill Fas 338.25 x (555 x 1.3)
Total
5,772 1,900 57,000 6T74S 134,417
2,185 132,000 JSJflQ 180,285
DE 000950
0S^13^1993 15:IS ***saANflFRX UF-400 ****
0o04j57 p.0d
Budget Estimate Union Carbide Brownsville, Texae
(eont'd)
4. Purple Colprtd/Qlly Dirt Piltt
Volume to Dispose * aeummea: 260 C.Y. (Loose) TPH 600-1SOO PPM
Offsite Disposal (Assume 20 C.Y./truck - 13 loads)
Load$ 3.00 x 260 C.Y. Truck Liner $20.00 x 13 loads Haul $600.00 x 13 loads Landfill Pee $36.26 x 250 C.Y.
5. 8WMU 2 fOllv Black Dirt)
Total
Volume to Dispose - assumes: 75` X 76* X 12* - 2,500 X 1.3 - 3,250 TPH 1500-5000 PPM
Qfflttl PlIPQMl
Assume 20 C.Y. Loads/Truck 165 loads
Load $3.00 x (2,500 x 1.3) Truck Liner $20.00 x 165 toads Haul $800.00 x 165 loads Landfl Fee $41.25 x (2500x1.3)
* -
IglaLOff-trte - $5,120,000 Total Onsite
Total
$780,000 + 20% - -$1,000,000 If no MTR requlrements/just cover
Page 3 ot 6
750 260 7,600 fl.oaa 17,875
6,750 3,300 69,000 I34.qpg $246,112
E>E 000951
0B/13>'1993 15! 16 ***S3RNAFAX UF-400 *
Budget Estimate Union Carbide Brownsville, Texas
(cont'd)
36604357 P.
Page 4 of 6
Q114 sum
Volume to dispose 18,000 gal sludge (TPH 600-1600 ppm) * Method: Stabilize and dispose In offsite landfill
18,000 gal x 0.1337 - 2406 C.F. * 27 - 90 C.Y.
Stabilize
90 C.Y. x 6150/C.Y. 90 x 1.3 120 C.Y. to Dispose
-
Qfflftt PllPPMl
Assume 20 C.Y./Truck Load 6 loads
Load $3.00 x 120 C.Y. Truck Uner $20 x 6 loads Haul $600 x 6 loads Landfill Fes $36.25 x 120 C.Y.
aa m m M
Cacbon Seam in.north Pond
Total
Volume - Assume 1000 C.Y. TPH SoU (600-1500 PPM) Scrape 1' for 22,000 Sq. FL
Offiltt DIIPOMI
Assume 20 C.Y. Loads/Truck - 50 loads
LoadvS3.00 x 1000 C.Y. Truck Liner $20 x 60 loads
Haul $600 x 60 loads Landfill Fee $36.25 x 1000 C.Y.
*
-
Total
613,600
300 120 3.600 -la&fi $61,930
3,000 1,000 30,000 36.8an $70,250
06/13/1353 15:1?
UF-400 ***
06604357 P.06
Budgst Estimate Union Carblda Brownsville, Tax**
(cont'd)
Pag* o of 6
8. Tank 4307 Soli*
Volum* - 100'Dia Tank 2' Volum# - xR* H 3.1412 x 50* X 2* 15,706 ft* * 27 582 C.Y.
Qfflffr BlIPPMl 582 * 20 C.Y. Truck - 30 trucks
Load $3.00 x (582 X 1.3)
-
Truck Unar $20 x 30 loads
Haul $600 x 30 loads
-
Landfill Fas $37.25 (582 C.Y. xl.3) -
2,270 600
18,000 28:184
9. Othar Mlsc. Araaa
Total
$49,054
Volume - Assuma 500 C.Y. Offslta Blaooaal
500 * 20 C.Y./Truck 25 trucks
Load $3.00 x 500 Truck Unar $20x25 Haul 800 x 25 Landfill Faa $37.25x500
\
* -
Total
1,500 500
16,000 1B.82S
$35,625
* 000953
06^13^1993 15=1? ****SafiNfiFflX UF-400 ****
Budget Estimate Union Carbide Brownsville, Texas
(eont'd)
Summary
Item 6 Item 7 Item 8 Item 9
21,030 70,250 98,180 2&S25
Subtotal
$225,965
MGMT @ 15%
34.000
$259,965
Contingency @12%
2CLQQQ
Total
$280,966
066043S7 P.0*?
Page 8 of 6
D 000954