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