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APPENDIX C.l

MECH@X@Y PROGRAM OUTPUTS FOR UNPAVED ROADS
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Spreadsheet as of 11:28:01 on 02-23-2000 Input Filename: A:\fuingoju.ue -----~--~- Unpaved--Control using Chemical Suppressants ---- _

Mingo Junction

Unpaved Road gmissions gnglish Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

6 Average Road Width (ft)

Length Speed Weight Silt ---- Emission Rate (g/s) --- Weeksl Efficiency Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%) Worst Case Annual Applic. (percent) --------------- -------- -------- -------- -------- -------- -------- -------------- -------------- ----------- -----------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

.0133797 (g/s)

7.690892E-03 (g/s)

43

13

1.355426E-02 7.660892E-03 13

24 6

25 6

2.367243E~02

1.355426E.,.02

8

8

5

22 .1856 5

Default Values

B

End of Input ...

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Costing information: .3403774 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

I--' Notes: * denotes use of default value

1 gls = 190 Ib/day =34.8 tonlyr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on .Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in termS of certain Base units. For example, in the statement.

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 11:29:24 on 02-23-2000 Input Filename: A:\mLd.ue

---------- Unpaved--Control using Chemical Suppressants ----' _

Mingo Junction

unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application. (gal/yd2)

6 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

--------------- -------- -------- -------- ---~---~

Summary Information Follows

Length

Road Segment IO Daily VP (mile)

43

Efficiency

(percent)

13

13

Weeksl

Applic.

1. 177039E-02 6. 652647E-03

1.161881E-02 (g/s)

6.652647E-03 (g/s)

---- Emission Rate (g/s) ---

Worst Case Annual

6

6

Silt

(%)

---------------------- 31

32

2.055692E-02

1.177039E-02

Weight

(ton)

9

9

Wheels

5

5

Speed

(mph)

9 .3125

Default Values

D

End of Input ...

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Costing information: .5731032 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

f-l Notes: * denotes use of default value

1 g/s= 190 lb/day = 34.8 ton./yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To acCommodate a wide range of possible values, control.requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 -- - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended,

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rSpreadsheet as of 11:30:44 on 02-23-2000 Input Filename: A:\mj_e.ue

--------~- Unpaved~-Control using Chemical Suppressants -- _

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

8 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual ~ission rates:

Length Speed

Road SegmentID Daily VP (mile) (mph) Wheels --------------- -------- -------- -------- --------

Default Values 5 4

E 56 .1117 5 4

Weight Silt ---- Emission Rate (g/s) --- Weeksl Efficiency (ton). (%) Worst Case Annual Applic. (percent) --_._-~- -------- -~---------~-- -------------- ----------- ----------- 2 6 13

2 6 2.505904E-03 1.416341E~03 13 43

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End of Input ... Summary Information Follows

4.376546E-03

2.505904E-03

2.473631E-03 (g/s)

1. 416341E-03 (g/s)

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Costing information: .2731333 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

I-' Notes: * denotes Use of default value

1 gls = 190 Iblday = 34.8 tonlyr = 31.5 Mglyr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3~4 of reference document

Additional Notes on costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water pe~ hour required

100.0 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of wat~r are required every hour.

2. Cost e·stimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 11:32:15 on 02-23-2000 Input Filename: A:\mj_h.ue

--------~- Unpaved--Control using Chemical Suppressants ----------

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks' per year chemicals applied

.1875 Amt. of Chemical per application (gal/yd2)

26 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Length Speed Weight Silt

(mile) (mph) Wheels (ton) (%)

-------- -------- -------- -------- -------- Road Segment ID Daily VP

Summary Information Follows

48

Efficiency

(percent)

13

13

Weeks/

Applic.

1.636991E-02 9.252301E-03

1.783535E-02 (g/s)

9.252301E-03 (g/s)

---- Emission Rate (g/s) ---

Worst Case Annual

6

6

7

8

3.155573E-02

1.636991E-02

5

5

5

251 .0609 5

Default Values

H

End of Input ...

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Costing information: .8708749 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

I-' Notes: * denotes use of default value 1,. 1 g/s = 190 lb/day = 34; 8 ton/yr = 31. 5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from.information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

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Spreadsheet as of 09:43:13 on 02-24-2000 Input Filename: A:\mj_j.ue

-~-------- Unpaved--Control using Chemical Suppressants ----------

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0958 Amt. of Chemical per application (gal/yd2)

30 Average Road width (ft)

Length Speed Weight Silt ---- Emission Rate (g/s) --- Weeks/ Efficiency

Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%) Worst Case Annual Applic. (percent)

--------------- -------- -------- -------- -------- -------- -------- -------------- -------------- ----------- -----------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

9.490819E-02

1.294312E-02

86

3.5

1.294312E-02 7.315471E.,.03 3.5

5.364227E-02 (g/s)

7.315471E-03 (g/s)

6

6

92

92

4

4

5

93 .1 5

Default Values

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End of Input ...

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Costing information: 2.697743.,. - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

I-' Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide. range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are. required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 13:21:48 on 02-23-2000 Input Filename: A:\mj k.ue ---------- Unpaved--Control using Chemical Suppressants =__ Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0847 Amt.of Chemical per application (gal!yd2)

20 Average Road Width (ft)

Length Speed Weight Silt -~-- Emission Rate (g!s) --- Weeks! Efficiency Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%) Worst Case Annual Applic. (percent) --------------- -------- -------- -------- -------- -------- -------- -------------- -------------- -------~--- ----------- Defauit Values 5 11 37 6 3.5

K 144 .0151 5 11 38 6 2. 772441E~03 1. 566988E-03 3.5 86

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

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End of Input ... Summary Information Follows

1.981634E-02

2.772441E-03

1.120023E~02 (g/s)

1.566988E-03 (g!s)

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costing information: .2401066 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery! contracted application

f-1 Notes: * denotes use of default value

I 1 g!s = 190 lb!day= 34.8 ton!yr = 31.5 Mg!yr (J)

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference docum¢nt

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, .control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - -1000 liters of water per hour required

1000 liters per hour is. the Base unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

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Spreadsheet as of 11:38:34 on 02-23-2000 Input rilename: A:\mj_m.ue

---------- Unpaved--Controlusing Chemical Suppressants --~-------

Mingo Junction

Unpaved Road Emissions English Units

148 Mean ,Annual Days with Rain

347 Working Days ,per Year

52 Weeks per year ,chemicals applied

.0736 Amt . .of Chemical per application (gal/yd2)

180 Average Road Width (ft)

Costing information: 3.245673 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER fordeliveryl contracted application

Total Uncontrolled Worst-case and Annual Emiss~on rates:

Total Controlled Worst-case and Annual Emission rates:

Length Speed

Road Segment ID Daily'VP (mile) (mph) Wheels

--------------- -------- -------- -------- --------

Default Values 30 4

M 13 .0261 15 4

Weight Silt --~- Emission Rate (g/s) --- weeksl Efficiency

(ton) (%) Worst Case Annual Applic. (percent)

-------- -------- -------------- -------------- -------~--- ----------- 3 12 3.5

92 6 1.490127E-03 8.422227E-04 3.5 86

1.957078E-03 (g/s)

2.807409E-04 (g/s)

3.462618E-03

4.967091E-04

End of Input .. , Summary Information rollows

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f-l Notes: * denotes use of default value

I 1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

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Emission estimates base,d on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To acconunodate,a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus; in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 15:04:17 on 02-23-2000 Input Filename: A:\mj_o.ue

-~-~---~-- Unpaved--Control using Chemical Suppressants----~--~--

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0736 Amt • .of Chemical per application (gal/yd2)

12 Average Road Width {ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

Length

Road Segment ID Daily VP (mile)

9.045872E-02

1.297622E-02

86

Efficiency

(percent)

3.5

3.5

WeeksI

Applic.

1.297622E-02 7.334l79E-03

5.112743E-02 (g/s)

7.334179E-03 (g/s)

---- Emission Rate (g/s) ---

Worst Case Annual

6

6

Silt

(%)

92

92

Weight

(ton)

4

4

Wheels

5

5

Speed

(mph)

80 .1108

Default Values

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End of Input ...

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Costing information: .918571 - - 1000 gallons of chemical required per year

1.50 $ per ga11on·FOB in bulk

1.26 MULTIPLIER fordeliveryl contracted application

f--' Notes: * denotes use of default value 6:, 1 gls = 190 lblday = 34.8 tonlyr = 31.5 Mglyr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water ar required every hour.

2. Cost estimates derived from nformation given above should be used with caution.

The use of site-specific cos data (e.g., lOcal price quotes) is strongly recommended.

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Spreadsheet as of 12:05:36 on 02-23-2000 Input Filename: A:\mj_QQ.ue ---------- Unpaved--Control using Chemical Suppressants -- _

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1458 Amt. of Chemical per application (gal/yd2)

75.Average Road Width (ft)

Length Speed Weight Silt

Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%)

--------------- -------- -------- -------- -------- -------- --------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

5.605781E-03

3.039376E-03

46

Efficiency

(percent)

13

13

Weeksl

Applic.

3.039376E-03 1.717861E-03

3.168397E-03 (g/s)

1.717861E-03 (g/s)

----Emission Rate (g/s) -~-

Worst Case Annual

---------------------------- ---------------------- 6

6

5

5

5

5

5

114 .0331 5

Default Values

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End of Input ...

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costing information: 1.061722 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

I-' Notes: * denotes use of default value

1 g/s == 190 lb/day = 34.8 tonlyr = 31.5 Mglyr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended. j
Spreadsheet as of 11:43:36 on 02-23-2000 Input Filename: A:\mj_r.ue

-----~~--- Unpaved--Control using Chemical Suppressants ---- __

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1458 Amt. of Chemical per application (gal/yd2)

60 Average Road Width (ft)

Length

Road Segment ID Daily VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---- Emission Rate (g/s) ~--

Worst Case Annual

Weeksl

Applic.

Efficiency

(percent)

Default Values 5 5

R 99.0322 5 5

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

5.380482E-03

2.917222E-03

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End of Input •.. Summary Information Follows

. 66

6

6

6 2.917222E-03 1.6488l9E-03

3.04l058E-03 (g/s)

1. 648819E-03 (g/s)

13

13 46

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Costing information: .8262824 - - 1000 gallons of chemical required per year

1.50 $ per gallon FbB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 g/s= 190 lblday = 34.8 tonlyr = 31. 5 Mg/yr

Emission estimates based on Equation (3-1) of referenCe document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible. values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

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Spreadsheet as of 11:44:51 on' 02-23-2000 Input Filename: A:\mj_s.ue

---------- Unpaved-~Control using Chemical Suppressants ----------

Mingo Junction

/ ..-....

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0958 Arnt. of Chemical per application (gal/yd2)

160 Average Road Width (ft)

Length Speed Weight Silt ---- Emission Rate (g/s) --- Weeksl Efficiency Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%) Worst Case Annual Applic. (percent) --------------- -------- -------- -------- -------- -------- -------- -------------- -------------- ----------- ----------- Default Values 10 7 19 6 3.5

S 578 .0303 15 7 20 6 3.323809E-02 1. 878623E-02 3.5 86

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

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End of Input .,. summary Information Follows

".2437255 .1377541 (g/s)

3.323809E-02 1.878623E-02 (g/s)

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Costing information: 4.359553 - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 gls = 190 1blday = 34.8 tonlyr = 31. 5 Mglyr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2, Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:14:30 on 02-17-2000 Input Filename: A:\mj_t.ue-

---------- Unpaved--Control using Chemical Suppressants --- _

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0958 Amt. of Chemical per application (gal/yd2)

12 Average Road Width (ft)

----------------------- ---~---- -------- -------- ----~--- --------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

summary Information Follows

Length

Road Segment ID Daily VP (mile)

86

Efficiency

(percent)

3.5

3.5

Weeksl

Applic.

1.229869E-02 6.951244E-03

5.097149E-02 (g/s)

6.951244E-03 (g/s)

---- Emission Rate (g/s) ---

Worst Case Annual

Silt

(%)

37 6

37 6.000000

9.018283E-02

1. 229869E'-02

Weight

(ton)

10

10

Wheels

15

15

Speed

(mph)

93 3.78D-02

Default Values

T

End of Input ...

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Costing information: .4089779 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

f--'

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Notes: * denotes use of default value

1 gls = 190 lb/day =34.8 tonlyr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing lnformation:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

Or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

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Spreadsheet as of 14:15:01 on 02-17-2000 rnput Filename: A:\mj_w.ue

---------- Unpaved--Control using Chemical Suppressants ----------

Mingo Junction

unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Affit. of Chemical per application (gal/yd2)

12 Average Road Width (ft)

Length Speed Weight Silt ---- Emission Rate (g/s) --- Weeks/ Efficiency

Road Segment rD Daily VP (mile) (mph) Wheels (ton) (%) Worst Case Annual Applic. (percent)

--------------- -------- -------- -------- -------- -------- -------- -------------_. -------------- ----------- -----------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary rnformation Follows

1.213405E-03 (g/s)

2.060302E-04 (g/s)

83

4.3

3.64525E-04 2.060302E-04 4.3

2 6

2 6.000000

2.146853E-03

3.64525E-04

4

4

15

2 .5114 15

Default Values

W

End of rnput .. ,

I--'

>'

tel

tel

t':J

Z

o

H

:><

o

tel

PJ

\Q

CD

o

Costing information: 4.876934 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTULrER for delivery/ contracted application

I--'

I

I--'

W

Notes: * denotes use of default value

1 g/s = 190 Ib/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing rnformation:

1. To accommOdate a wide range of possible values, control requirements are expressed

in terms of certain Base units. For example, ·in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1. 28 Base Units = 1. 28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:15:40 on 02-17-2000 Input Filename: A:\mj_x.ue

-----~---- Unpaved--Control using Chemical Suppressants ---~------

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

115 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

Length

Road Segment ID Daily VP (mile)

1.245623E-03

7.132133E-04

43

Efficiency

(percent)

13

13

Weeks!

Applic.

7.132133E-04 4.031094E-04

7.040281E-04 (g!s)

4.031094E-04 (g/s)

~-~- Emission Rate (g!s) ---

Worst Case Annual

Silt

(%)

Weight

(ton)

566

5 6.000000 6.000000

Wheels

5

5

Speed

(mph)

15 .0492

Default Values

X

End of Input ...

I"1j

I"1j

l:'1

Z

t:J

H

:><:

o

I-'-'

I"1j

PJ

lQ

(I)

o

Costing information: 1.729396 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER fordeliveryl contracted application

I-'-'

I

I-'-'

,J::>,

Notes: * denotes use of default value

1 g/s = 190 Ib/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range'of,possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 1i ers of water are required every hour.

2. Cost estimat s derived from information given above should be used with caution.

The use of s te-specific cost data (e.g., local price quotes) is strongly recommended.

.~.

/-.." ,~

.~ r- i" r" r- ,-, ,'"'"\
~\ ~-,

Spreadsheet as of 14:50:40 on 02-18-2000 IrtputFilename: A:\mj_y.ue

--------~- Unpaved--Control using Chemical Suppressants ----------

Mingo Junction

~<

Unpaved Road Emissions English units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

120 Average Road Width (ft)

Length

Road Segment ID Daily .VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---- Emission Rate (g/s) ---

Worst Case . Annual

Weeksl

Applic.

Efficiency

(percent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

3.109207E-03

1. 780256E-03

:J::I

ttl

ttl

ttl

Z

t:I

H

:x:

()

I-'

...

Default Values

Y

End of Input ...

23 7.190-02

5

5

5

5

7

7

6

6 1.780256E-03 1.006204E-03

1.757329E-03 (g/s)

1.D06204E-03 (g/s)

13

13 43

ttl

PJ

lQ

CD

()

I-'

I

I-'

<.n

Costing information: 2.637192 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER fordeliveryl contracted application

Notes: * denotes use of default value

1 g/s =.1901b/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour reqUired

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:16:50 on 02-17-2000 Input Filename: A:\mj_z.ue

------~--- Unpaved--Control using Chemical Suppressants --- _

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0958 Amt. of Chemical per application (gal/yd2)

20 Average Road Width (ft)

--------------- -------- -------- -------- ----~--- --------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst~case and Annual Emission rates:

Summary Information Follows

Road Segment ID Daily VP

2.164269E-03 (g/s)

2.951525E-04 (g/s)

Silt ---- Emission Rate (g/s) --- Weeks/ Efficiency

(%) Worst Case Annual Applic. (percent)

-------- -------------- -------------- ----------- ----------- 6 3.5

6.000000 5.222073E-04 2.951525E-04 3.5 86

2

2

3.829197E~03

5.222073E-04

Weight

(ton)

4

4

Wheels

15

15

Speed

(mph)

.2027

Length

(mile)

.9

Default Values

Z

End of Input ...

I-'

;J;:l

I]j

I]j

tz:I

Z

o

H

:x:

o

I]j

OJ

\.Q

(i)

o

Costing information: 3.64555 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

Notes: * denotes use of default value

I-' 1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

0)

Emission estimates based· on Equation (3~1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed.

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

/,-, ;-..,

(~ r- r- (' "'"""' r-, ,-, ,--, r- r-
,.r~

Spreadsheet as of 14:21:57 on 02-17-2000 Input Filename: A:\mj_aa.ue

--~------- Unpaved--Control using Chemical Suppressants -~------__

Mingo Junction

,.-.

Unpaved Road Emissions English Units

148 Mean. Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

20 Average Road Width (ft)

Length

Road Segment ID Daily VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

~--- Emission Rate (g/s) ---

Worst Case Annual

Weeksl

Applic.

Efficiency

(percent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

1.431935E-03

2.431355E-04

Summary Information Follows

:J::l

I"tJ

I"tJ

tt:l

Z

t1

H

:x:

()

J-l

Default Values

AA 18

End of Input ...

30 4 3

.0379 15 4 2

12

6 2.431355E-04 1.374206E-04

8.09332E-04 (g/s)

1.374206E-04 (g/s)

4.3

4.3 83

I"tJ

PJ

lQ

(j)

()

J-l

I

J-l

-J

Costing information: .602385- -1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliverYI contracted application

Notes: * denotes use of defaUlt value

1 gls = 190 Iblday = 34.8 tonlyr = 31.5 Mglyr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information.:

1. To accommodate a wide range of possible values, control requirements are expressed

iriterms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:22:39 on 02-17-2000 Input Filename: A:\mj_cc~ue

---------- Unpaved--Controlusing Chemical SUppressants ----~--__

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal!yd2)

55 Average Road Width (ft)

Length

Road Segment ID Daily'vp (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---~ Emission Rate (g!s) ---

Worst Case Annual

Weeks!

Applic.

Efficiency

(percent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emissiort rates:

summary Irtformation Follows

:J::l

t-eJ

t-eJ

tt:l

Z

o

H

:x:

(")

I-'

Default Values

CC

End of Input ...

5 .0455

5

5

4

4

2 6

2 6.000000

1.591738E-04

9;113907E-05

9.113907E-05 5.151196E-05

8.996532E-05 (g!s)

5.151196E-05 (g!s)

13

13 43

t-eJ

PJ

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(!)

(")

I-'

I

I-'

0::>

Costing information: .7649018 - - 1000gallorts of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery! contracted application

Notes: * denotes use of default value

1 g!s = 190 lb!day = 34.8 ton!yr = 31.5 Mg!yr

Emission estimates based on Equation (3-1) of reference document

control estimates-based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide .range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

;~

.~

,~ r

" r

/~

r r ""', "'"

,..-"

""'
,~

Spreadsheet as of 14:23:35 on 02-17-2000 InRut Filename: A:\mj_dd.ue

---------- Unpaved--Control using Chemical Suppressants -----~----

Mingo Junction

~.

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1458 Amt. of Chemical per application (gal/yd2)

50 Average Road Width (ft)

Length

RoadSegmentID Daily VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---- Emission Rate (g/s) ---

Worst Case Annual

Weeks/

Applic.

Efficiency

(percent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst~case and Annual Emission rates:

Summary Information Follows

:t:'

r-o

r-o

t':l

z

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H

::x:

o

f--'

Default values

DD

End of Input .,.

20 3.78D-02

5

5

4

4

2 6

2 6.000000

5.303462E-04

2.875463E-04

2.875463E-04 1.625217E-04

2.997526E-04 (g/s)

1.625217E-OA (g/s)

13

13 46

r-o

OJ

t,q

(j)

o

f--'

I

f--'

\0

Costing information: .8104581 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, .control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liter~ of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 16:09:40 on 02-18-2000 Input Filename: A:\mj_eee.ue

---------- Unpaved--Contro1 using Chemical Suppressants ----

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0903 AmLof Chemical per application (gal/yd2)

40 Average Road Width (ft)

Length Speed Weight Silt ---- Emission Rate (g/s) --- Weeks/ Efficiency Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%) Worst Case Annual Applic. (percent) --------------- -------- -------- -------- -------- -------- -------- -------------- -------------- ----------- ----------- Default Values 30 4 3 12 4.3

EE 30 .0568 5 4 2 6 2.092822E-04 1.182866E-04 4.3 82

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

t1j

t1j

t':l

Z

t:J

H

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o

f-1

...

End of Input ... Summary Information Follows

1.192229E-03

2.092822E-04

6.738501E-04 (g/s)

1.182866E~04 (g/s)

t1j

OJ

\Q

(l)

o

f-1

I

tv

o

Costing information: 1.564708 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference. document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hOur is the Base Unit. Thus, in this example;

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given abOve should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

"~,

/"-""

" ,'- I' I r'""' " ,""' r'""' .--,
. ~~

.

Spreadsheet as of 14:24:21 on 02-17-2000 Input Filename: A:\mj gg.ue

---------- Unpaved-~Control using Chemical Suppressants ------~=--

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0764 Amt. of Chemical per application (gal!yd2)

55 Average Road Width (ft)

--------------- -------- -------- -------- -------- -------- --------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

Length

Road Segment ID Daily VP (mile)

82

Efficiency

(percent)

4.3

4.3

Weeks!

Applic.

7.990707E-05 4.516362E-05

2.491347E-04 (g!s)

4.51~362E-0~ (g!s)

---- Emission Rate (g!s) ---

Worst Case Annual

Silt

(%)

2 6

2 6.000000

4.40789E-04

7.990707E-05

Weight

(ton)

4

4

Wheels

5

5

Speed

(mph)

18 .035

Default Values

GG

End of Input ...

'l:1

'l:1

tr:I

Z

t:1

H

:><

o

I-'

..

'l:1

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lQ

(1)

o

Costing information: 1.12166 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery! contracted application

I-'

I

I\.)

I-'

Notes: * denotes use of default value

1 gls = 190 lb!day = 34.8 ton!yr = 31. 5 Mg!yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional ~otes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., locai price quotes) is strongly recommended.
Spreadsheet as of 14:24:56 on 02-17-2000 Input Filename: A:\mj_hh.ue

---------- Unpaved--Control using Chemical Suppressants ----------

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks p~r year chemicals applied

.1875 Amt. of Chemical per application (gal/yd2)

15 Average Road Width (ft)

Length

Road Segment ID Daily VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---- Emission Rate (g/s) ---

Worst Case Annual

Weeksl

Applic.

Efficiency

(percent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled worst-case and Annual Emission rates:

1.668847E-03 (g/s)

8.65734E-04 (g/s)

:J;:I

r-o

r-o

l:':l

z

o

H

:x:

()

I-'

Default Values

HH

End of Input ...

15 4

27 .0521 15 4

Summary Information Follows

2 6

2 6.000000

2.952657E-03

l.531726E-03

1. 531726E-03 8.65734E-04

13

13 48

'l:l

OJ

LQ

([)

()

Costing information: .4298274 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk .

1.26 MULTIPLIER for deliveryl contracted application

7 Notes: * denotes use of default value

l\.) 1 gls = 190 lblday = 34. B tonlyr = 31. 5 Mglyr

l\.)

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate. a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) 1s strongly recommended.

('

/..--....

(' ,-. """' r-,

~.

.~

,....., .'-'" ~,

~,

,-"
,~

Spreadsheet as of 14:25:23 on 02-17-2000 Input Filename: A:\mj jj.ue

---------- Unpaved--Control using chemical Suppressants ----~--=--

Mingo Junction

Unpaved Road Emissions English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 weeks per year chemicals applied

.0847 Amt. of Chemical per application (gal/yd2)

30 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Length Speed

Road Segment ID Daily VP (mile) (mph) Wheels

--------------- -------- -------- -------- --------

Default Values 5 5

JJ 73 .0588 5 5

weight Silt ---- Emission Rate (g/s) --- Weeksl Efficiency

(ton) (%) Worst Case Annual Applic. (percent)

-------- -------- -------------- -------------- ----------- ----------- 4 6 3.5

4 6.000000 7.631416E-04 4.31329E-04 3.5 86

:J::I

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tx1

Z

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f-l

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End of Input ... Summary Information Follows

5.454644E-03

7. 631416E"'-04

3.082974E-03 (g/s)

4.31329E-04 (g/s)

'"tl

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o

f-l

I

l\)

w

costing information: 1.402477 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 gls = 190 lblday = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be Used with caution.

The use of site-specific cost data (e.g., lOcal price quotes) is strongly recommended.
Spreadsheet as of 14:26:09 on 02-17-2000 Input Filename: A:\std.ue

--------~- Unpaved--Contro1using Chemical Suppressants ----------

STD

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

10 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

Length

Road Segment ID Daily VP (mile)

2 6

2 6.000000 43

Efficiency

(percent)

13

13

Weeks/

Applic.

4.206419E-03 2.377475E-03

4.152246E-03 (g/s)

2.377475E-03 (g/s)

---- Emission Rate (g/s) ---

Worst Case Annual

Silt

(%)

7.346484E-03

4.206419E"'03

Weight

(ton)

4

4

Wheels

5

5

Speed

(mph)

35 .3

Default Values

D

End of Input ...

I-'

'l:l

'l:l

t'1

Z

o

H

:x:

()

'l:l

OJ

\Q

(1)

()

Costing information: .9169651 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1. 26 MULTIPLIER for delivery/ contracted application

I-'

r

tv

.1:>0

Notes: * denotes use of default value

1 g/s= 190 1b/day - 34.8 ton/yr - 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in termS of certain Base Units. For example, in the statement

1.28 - - 1000 liters or water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given. above shoUld be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

('

(",

I' ("""' !' !"" 11
,~

Spreadsheet as of 14:26:42 on 02-17-2000 Inputrilename: A:\ste.ue

---------- Unpaved-~Control using Chemical Suppressants -------~--

STE

Unpaved Road Emissions -- English units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

10 Average Road Width (ft)

Length Speed Weight Silt

Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%)

--------------- -------- -------- -------- -------- -------- -------- Default Values 15 6 9 6

E 59 .0545 15 6.000000 9 6.000000

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

:J::I

r-o

r-o

t'1

Z

o

H

:><

(")

I-'

..

End'ofInput '" Summary Information Follows

2.368942E-02

2.647528E-03

---- Emission Rate (g/s) ---

Worst Case Annual

2.647528E-03 1.496388E-03

.0133893 (g/s)

1.496388E-03 (g/s)

WeeksI

Applic.

3

3

Efficiency

(percent)

89

r-o

PJ

lQ

(1)

(")

I-'

I

N

lJl

Costing information: .5996952 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as 'of 14:27:29 on 02-17-2000 Input Filename: A:\stf.ue

--------~- Unpaved--Control using Chemical Suppressants ------~--_

STF

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0903 Amt. of Chemical per application (gal/yd2)

20 Average Road Width (ft)

Length

Road Segment ID Daily VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---- EmiSsion Rate (g/s) ---

Worst Case Annual

Weeksl

Applic.

Efficiency

(perCent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

2.847637E-03 .1.60949E-03 (g/s)

4.596901E-04 2.598l77E-04 (g/s)

:J::l

t-el

t-el

t:':I

Z

o

H

X

n

.

f--I

Default Values

F

End of Input ...

5 4

100 .0407 5 4

summary Information Follows

2 6

2 6.000000 4.596901E-04 2.598177E-04

4

4 84

Il:J

OJ

IQ

CD

n

f--I

I

N

0)

Costing information: .6037179 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

;-..

.~.

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...................."

""" r .,.....,

.---..,

"'"
,~ ,'- -~

Spreadsheet as of 14:27:58 on 02-17-2000 Input Filename: A:\stg.ue ---------- Unpaved-~Control using Chemical Suppressants --- _

STG

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals' applied

.0903 Amt. of Chemical per application (gal/yd2)

20 Average Road Width ,eft)

-----------~--- ~------- -------- --~---~- -------- --------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

Length

Road Segment ID. Daily VP (mile)

84

Efficiency

(percent)

4

4

Weeks/

Applic.

8.09l45E-04 4.573301E-04

2.833018E-03 (g/s)

4.573301E-04 (g/s)

---- Emission Rate (g/s) ---

Worst Case AnnualSilt

(%)

2 6

2 6.000000

5.012401E-03

8.09l45E-04

Weight

(ton)

4

4

Wheels

5

5

Speed

(mph)

120 .0597

Default Values

G

End of Input ....

I-'

to

to

/:I:J

Z

o

H

X

o

to

III

\Q

(])

o

Costing information: .8855519 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

I-'

I

tv

...-J

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:28:31 on 02-17-2000 Input Filename: A:\sth2.ue ---------- Unpaved--Contro1 using Chemical SUppressants _

STH2

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0903 Amt. of Chemical per application (ga1/yd2)

15 Average Road Width (ft)

Length

Road Segment In Daily VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---- Emission Rate (g/s) ---

Worst Case Annual

Weeksl

Applic.

Efficiency

(percent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst~case and Annual Emission rates:

Summary Information Follows

tJ:.:I

t-eJ

t-eJ

t':I

Z

o

H

X

o

f-'

...

Default Values

H2 7.000000

End of Input ...

.95

15 6

15 6.000000

11 6

11 6.000000

5.638098E-02

9.101504E-03

9.101504E-03 5.144185E-03

3.186663E-02 (g/s)

5.144185E-03 (g/s)

4

4 84

t-eJ

PJ

I.Q

(1)

o,

f-'

I

N

co

Costing information: 10.56877 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER. for deliveryl contracted application

Notes: * denotes use of default value

1 gls = 190 lblday = 34.8 tonlyr = 31.5 Mglyr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280. liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

r,

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STJ

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Spreadsheet as of 14:29:08 on 02-17-2000 Input Filename: A:\stj.ue -.:.-------- .Unpaved--Control using Chemical Suppressants --- _

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0903 Amt. of Chemical per application (gal!yd2)

15 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Length Speed

Road Segment ID Daily VP (mile) (mph) Wheels --------------- -----~-- -------- -------- --------

Default Values 15 6

J 7.000000 .2 15 6.000000

Weight Silt ---- Emission Rate (g!s) --- Weeks! Efficiency (ton) (%) Worst Case Annual Applic. (percent) -------- -------- -------------- -------------- ----------- ----------- 11 6 4

11 6.000000 1.916106E-03 1.082986E-03 4 84

:J;:I

I""'CJ

I""'CJ

tt:l

Z

t:J

H

:x:

()

f-1

End of Input ... summary Information Follows

1.186968E-02

1.916106E-03

6.708764E-03 (g!s)

1.082986E-03 (g!s)

I""'CJ

PJ

lQ

CD

(')

f-1

I

tv

\..D

Costing information: 2.225005 - - 1000. gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER fOr delivery! contracted application

Notes: * denotes use of default value

1 g!s = 190 lb!day = 34.8 ton!yr = 31.5 Mg!yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.2~ Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:30:40 on 02-17-2000 Input Filename: A:\fb_16.ue

---------- Unpaved--Control using Chemical Suppressants ---- _

FB_16

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0689 Amt. of Chemical per application (gal/yd2)

16 Average Road Width (ft)

Summary Information Follows

Length

Road Segment ID Daily VP (mile)

13 6

13 6.000000

9 6

25 6

---- Emission Rate (g/s) ---

Worst Case Annual

93

93

93

Efficiency

(percent)

2

2

2

2

Weeksl

Applic.

4.30l327E-03

1. 790862E-03

8.883405E-03

7.6l025lE-03

3.168535E-03

1. 571723E-02

Silt

(%)

Weight

. (ton)

4

4

4

7

Wheels

Speed

(mph)

8.3

8.300000

5.7

10.3

77 .31

144 .13

100 .19

Default Values

D

J

L

End of Input .. ,

I\J

I\J

t:x:I

Z

t:1

H

X

o

Costing information: 11.00113 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26.MULTIPLIER for deliveryl contracted application

I-'

I\J

OJ

lQ

(1)

o

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

.3578258 ,2022438 (g/s)

2.649602E-02 1.497559E-02 (g/s)

I-'

I

W

o

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimat~s based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1 .. To aCCommodate a wide range of possible values, control .req~irements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

/""'., ,~'\

r r r f" ,-.. ,-. r, ""'
,-- .~'

Spreadsheet as of 14:31:43 on 02-17-2000 Input Fiienaine: A:\fb 10.ue

---------- Unpaved--Control using Chemical. Suppressants -------::--

FB_10

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0689 Arnt. of Chemical per application (gal/yd2)

10 Average Road Width (ft)

Length Speed Weight Silt

Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%)

--------------- -------- -------- -------- ------~- -------- --------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst~case and Annual Emission rates:

Summary Information Follows

;J::I

to

to

(:Ij

Z

tJ

H

X

()

t-'

...

Default Values

E

End of Input ...

16 .44

5.1

5.1

4

4

14 6

14 6.000000

1.961696E-02

1.452582E-03

---- Emission Rate (g/s) ---

Worst Case Annual

1.452582E-03 8.210017E-04

1.108754E-02 (g/s)

8.210017E-04 (g/s)

Weeks/

Applic.

2

2

Efficiency

(percent)

93

to

OJ

lQ

CD

o

t-'

I

W

t-'

Costing information: 4.802081 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of Certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 .liters per hour is the Base Unit. Thus, in this example,

1.28 Base units = 1.28 x 1000

or, 1,280 liters of water are reqUired every hour.

2. Cost estimates derived from information given above should be used with caution.

The uSe of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:33:02 on 02-17-2000 Input Filename:A:\fb_14.ue ---------- Unpaved--Control using Chemical Suppressants - _

FB 14

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0689 Amt. of Chemical per application (gallyd2)

14 Average Road width (ft)

Length Speed Weight Silt -~-- Emission Rate (g/s) ~-- Weeksl Efficiency Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%) Worst Case Annual Applic. (percent) -----~--------- -------- -------- -------- -------- -------- -------- -------------- -------------- ----------- ----------- Default Values 11.4 7 24 6 2

T 213 .45 11.4 7.000000 24 6.000000 8.528487E-02 4.820316E-02 2 93

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

;J::l

t1J

t1J

t<:l

Z

o

H

n

I---'

End of Input ... Summary InYormation Follows

1.151763 .6509784 (g/s)

8.528487E~02 4.820316E-02 (g/s)

t1J

PJ

CD

n

I---'

I

W

N

Costing information: 6.875707 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

EmiSsion estimates based on Equation (3-1) of reference document

Control estimates based on figure 3-4 of referenCe document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

I'

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,,,",
/'""'

FB_P4

Spreadsheet as of 14:33:41 on 02-17-2000 Input Filename: A:\fb-94 •ue ---------- Unpaved--Control using Chemical Suppressants --- _

,~,

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1075Amt. of Chemical per application (gal/yd2)

10 Average Road Width (ft)

:J::I

I"tJ

I"tJ

tz:l

Z

o

H

:x:

n

Length Speed

Road Segment ID Daily VP (mile) (mph) Wheels --------------- -------- -------- -------- --------

Default Values 5 4

1 9 .03 5 4

2 5 .04 5 4

3 17 .02 5 4

4 16 .03 5 4

5 34 .045 5 4

Weight Silt ---- Emission Rate (g/s) --- Weeksl Efficiency (ton) (%) Worst Case Annual Applic. (percent) -------- -------- -------------- -------------- ----------- ----------- 2 6 4

2 6.000000 2.927317E-05 1.654525E-05 4 85

2 6 2.168383E-05 1. 225574E-05 4 85

2 6 3.686252E-05 2.083476E-05 4 85

2 6 5.20412E-05 2.941378E-05 4 85

2 6 1.658813E-04 9.37564E-05 4 85

f-l

.. End of Input ... Summary Information Follows

Notes: * denotes use of default value

1 g/s = 190 Ib/day = 34;8 ton/yr = 31.5 Mg/yr

Costing information: 1.456848 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

I"tJ

III

I.Q

(0

n

f-l

I

W

W

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

1.973056E-03

3.057421E-04

1.1151?4E-03 (g/s)

1.728059E-04 (g/s)

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site~specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:34:33 on 02-17-2000 Input Filename: A:\fb-E13.ue

---------- Unpaved--Control using Chemical Suppressants ----~ _

FB P13

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.2492 Amt. of Chemical per application (gal/yd2)

10 Average Road width (ft)

Length

Road Segment ID Daily VP (mile)

Speed

(mph) Wheels

Weight

(ton)

Silt

(%)

---- Emission Rate (g/s) ---

Worst Case Annual

Weeksl

Applic.

Efficiency

(percent)

Summary Information Follows

tJ::l

to

to

t':l

Z

t:J

H

:><

n

Default Values

P-2

P-3

End of Input ...

53 4.990-02

6 .05

5

5

5

4

4

4

2 6

2 6.000000

2 6

9.270564E-04

1. 049498E-04

13

5.239738E-04 13 50

5.931779E-05 13 50

t-'

.. Total Uncontrolled Worst~case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

2.064012E-03

1. 032006E-03

1.166583E-03 (g/s)

5.832916E-04 (g/s)

to

PJ

\Q

(1)

n

t-'

I

W

.l>-

Costing information: .7309908 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in ,the statement

1. 28 - - 1000 liters of water per hour required

1000 liters per hour is the.Base Unit. Thus, in this exampl.e,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

"

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,r- .-"'" .~ ,,'-" .-"'" ""'" ~,

"
~.

Spreadsheet as of 14:35:34 on 02-17-2000 Input Filename: A:\fb-25.ue ---------- Unpaved--Contro1 using Chemical Suppressants - _

FB-25

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.1042 Amt. of Chemical per application (gal/yd2)

25 Average Road Width (ft)

/_.,

Length

Road Segment·ID Daily VP (mile)

Speed

(mph)

Weight

Wheels (ton)

Silt

(%)

---- Emission Rate (g/s) ---

Worst Case Annual

Weeks/

Applic.

Efficiency

(percent)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

;:J::I

IlJ

IlJ

t:z:l

Z

o

H

X

o

H

..

Default Values

N

End of Input ...

45

8.4

.06 8.400000

5

5

16 6

16 6.000000

1. 521182E-02

8.709922E-03

8.709922E-03 4.922863E-03

8.597749E-03 (g/s)

4.922863E-03 (g/s)

13

13 43

IlJ

OJ

lQ

CD

o

H

I

W

(.Jl

Costing information: .4584826 - - 1000·gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used. with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 14:36:46 on 02-17-2000 Input Filename: A:\fb.ue

---------- Unpaved--Control using Chemical Suppressants - _

FB

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0723 Amt. of Chemical per application (gal/yd2)

10 Average Road Width (ft)

Length Speed Weight Silt

Road SegmentID Daily VP (mile) (mph) Wheels (ton) (%)

-~------------- -------- -------- -------- -------- -------- --------

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Summary Information Follows

3.163616E-04 (g/s)

3.822749E-05 (g/s)

88

Efficiency

(percent)

3

3

Weeksl

Applic.

6.7635l3E-05 3.822749E-05

---- Emission Rate (g/s) ---

Worst Case Annual

2 6

2 6.000000

5.597321E-04

6.7635l3E-05

4

4

5

16 4.99D-02 5

Default Values

P-4

End of Input ...

f--1

t"O

t"O

t:rJ

Z

o

H

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Costing information: .3817461 - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

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Notes: * denotes use of default value

1 g/s =190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

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Spreadsheet as of 14:38:00 on 02-17-2000 Input Filename: A:\fb_r.ue ---------- Unpaved--Control using Chemical Suppressants

-,

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0689 Amt. of Chemical per application (ga1/yd2)

16 Average Road Width (ft)

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

Length Speed

Road Segment ID Daily VP (mile) (mph) Wheels --------------- -------- -------- -------- --------

Default Values 16 8

R 43 .15 16 8

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End of Input .• , Summary Information Follows

Weight Silt ---- Emission Rate (g/s) --- Weeks/ Efficiency (ton) (%) Worst Case Annual Applic. (percent) -------- -------- -------------- -------------- ----------- ----------- 30 6 2

30 6 1.006671E-02 5.689724E-03 2 93

.1359499 .0768391 (g/s)

1.006671E-02 5.689724E-03 (g/s)

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Costing information: 2.619317 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

Notes: * denotes use of default value

UJ 1 g/s= 190 1b/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units - 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution~

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.
Spreadsheet as of 16:37:19 on 02-18-2000 Input Filename: A:\fo11ansb.ue -~--~----- Unpaved--Contro1 using Chemical Suppressants --~ _

Follansbee

Unpaved RoadEmissions-- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0689 Amt. of Chemical per app.lication (gaJJyd2)

12 Average Road Width (ft)

Length Speed

Road Segment ID Daily VP (mile) (mph) Wheels --------------- -------- -------- -------- -------- Default Values 9.8 6

QQ 122 .15 9.8 6.000000

I 306 .0499 7.2 7

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End of Input ... Summary Information Follows

Weight Silt ---- Emission Rate (g/s) --- Weeks/ Efficiency (ton) (%) Worst Case Annual Applic. (percent) -------- ---.----- -------------- -------------- ----------- -----------

18 6 2

18 6.000000 1.059551E-02 5.988598E-03 2 93

26 6 9.075341E-03 5.129399E-03 2 93

Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

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Costing information: .6535196 - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for delivery/ contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31.5 Mg/yr

Emission estimates based on Equation (3-1) of reference document

Control estimates based on Figure 3-4 of reference document

Additional ~otes on Costing Information:

1. To accommodate a wide range of possible. values,. control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

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Spreadsheet as of 10:40:40 on 02-24-2000 Input Filename: A:\fb 12.ue

---------- Unpaved--Control using Chemical Suppressants -------~--

.~

Unpaved Road Emissions -- English Units

148 Mean Annual Days with Rain

347 Working Days per Year

52 Weeks per year chemicals applied

.0689 Ani.t. of Chemical per application (gal/yd2)

12 Average Road width (ft)

Length Speed Weight Silt ---- Emission Rate (g/s) --- Weeksl Efficiency Road, Segment ID Daily VP (mile) (mph) Wheels (ton) (%) Worst ·Case Annual Applic. (percent) --------------- -------- -------- -------- -------- ----~--- -------- -------------- -------------- ----------- ----------~

Default Values 5.4 6 16 6 2

K 116 .2 7.4 4 11 6 5.86682E-03 3.315937E-03 2 93

M 97 .1 8.9 4 7 6 .00215 1. 215184E-03 2 93

0 25 .06 5.5 4 13 6 3.169001E-04 1.791125E-04 2 93

V 20 .44 5.9 6 22 6 3.530078E-03 1. 995206E-03 2 93

X 132 .24 9.9 4 15 6 1.331657E-02 7.526549E-03 2 93

Y 205 .17 7 8 30 6 2.379627E-02 1.344969E-02 2 93

Z 78 .2 8.8 6 17 6 7.792472E-03 4.404319E-03 2 93

AA&AB 70 .19 8.4 4 8 6 3.054935E-03 1. 726655E-03 2 93

AC 24 .18 5.1 4 14 6 8. 91357E...,04 5.037965E-04 2 93

End of Input '" Summary Information Follows

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Total Uncontrolled Worst-case and Annual Emission rates:

Total Controlled Worst-case and Annual Emission rates:

.8199549

. 0607154

.46344 (g/s)

3.431645E-02 (g/s)

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1.0

costing information: 23.31192 - - 1000 gallons of chemical required per year

1.50 $ per gallon FOB in bulk

1.26 MULTIPLIER for deliveryl contracted application

Notes: * denotes use of default value

1 g/s = 190 lb/day = 34.8 ton/yr = 31. 5 Mg/yr

Emission. estimates based on Equation (3-1) of reference document.

COntrol estimates based on Figure 3-4 of reference document

Additional Notes on Costing Information:

1. To accommodate a wide range of possible values, control requirements are expressed

in terms of certain Base Units. For example, in the statement

1.28 - - 1000 liters of water per hour required

1000 liters per hour is the Base Unit. Thus, in this example,

1.28 Base Units = 1.28 x 1000

or, 1,280 liters of water are required every hour.

2. Cost estimates derived from information given above should be used with caution.

The use of s~te-specific cost data (e.g., local price quotes) is strongly recommended.