# (



# ( APPENDIX C.l 

## MECH@X@Y PROGRAM OUTPUTS FOR UNPAVED ROADS/"'"**;~**



### 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .1042 Amt. ofChemical per application (gal/yd2) 

### 6Average RoadWidth (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 UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case and Annual Emission rates: Summary Information Follows
.0133797 (g/s) 

### 7.690892E-03 (g/s) 

### 43 13 13 7.660892E-03 1.355426E-02 24 6 

### 25 6**2.367243E~02** 

### 1.355426E.,.02 8 8 5 5 

### .1856 22 Default Values B


### End of Input
...

I--' h::J h::J tr;J 

### Z t:J H 

### X 

## o

h::J OJ lQ CD 

# o Costing information: .3403774

- - 1000 gallons ofchemical requiredper year 1.50 $ 

### per gallon FOB inbulk 1.26 MULTIPLIER for deliveryl contracted application

I--' 

### Notes: 

### * denotes use ofdefault 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 ofpossible values, control requirements are expressed in termS ofcertain Base units. For example, in the statement. 1.28

- - 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe usedwith 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 ----'

_ MingoJunction

unpaved Road Emissions English Units 148 Mean Annual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .1042 Amt. ofChemical per application. (gal/yd2) 6Average Road Width (ft)

Total UncontrolledWorst-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.
6.652647E-03 1.177039E-02

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)
.3125 9 Default Values D
End of Input
... t-cJ t-cJ l:I1 

### Z tJ H 

## :x: (") f-l t-cJ OJ \.Q (\) (") 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 ofreference document Additional Notes on Costing Information: 1. To acCommodate a wide range ofpossible values, control.requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

-- - 1000 liters ofwater 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 ofwater 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- (' 1""'
... /"""-

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

### 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. ofChemical per application (gal/yd2) 8 Average RoadWidth (ft)

TotalUncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual**~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 :J:::I I"d I"d 1:':1 

### Z 

## o H 

### X 

## o I-' 

### End of Input
... Summary Information Follows
4.376546E-03 2.505904E-03 2.473631E-03 (g/s) 1.

### 416341E-03 (g/s)
I"d 

### PJ LQ CD 

## o Costing information: .2731333

- - 1000 gallons of chemical required per year 1.50 $ 

### per gallon FOB inbulk 1.26MULTIPLIER for deliveryl contracted application

I-' 

### Notes: 

### * denotes Use ofdefault 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 ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater**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 shouldbe 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. ofChemical per application (gal/yd2) 26 Average RoadWidth (ft)

Total UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-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.
9.252301E-03 1.636991E-02

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 5 .0609 251 Default Values H
End of Input
...

I-' t-eJ t-eJ tx:l 

### Z 

### o H 

### X (1

t-eJ OJ \Q (l) (1 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 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base units. For example, in the statement 1.28

- - 1000 liters ofwater per hour required 1000 liters perhour is the Base Unit. Thus, in this example, 1.28 Base units = 1.28 x 1000 or, 1,280 liters ofwater are required every hour. 2. Cost estimates derived from.information given above shouldbe used with caution. The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

/-'.**~.** -----....,



### r**.~** !' ,-.. ,.-. ,-, 

## """**.~ ~,**  /"



### 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0958 Amt. ofChemical per application (gal/yd2) 30 Average Road width (ft) Length Speed Weight Silt

---- Emission Rate (g/s)

--- Weeks/ Efficiency Road Segment ID DailyVP (mile) (mph) Wheels (ton) (%) 

### Worst Case Annual Applic. (percent)



### --------------- 

## -------- -------- -------- -------- 

## -------- --------

## --------------------------------------- -----------

Total UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnualEmission rates: Summary Information Follows
9.490819E-02 1.294312E-02 86 3.5 3.5 7.315471E.,.03 1.294312E-02

5.364227E-02 (g/s) 7.315471E-03 (g/s) 6 6 

### 92 92 4 4 5 5 .1 

### 93 Default Values J


### End of Input
...

I-' 'l:l 'l:l t<1 

### Z t:1 H 

### :><: ()

'l:l 

### PJ lQ (l) () 

### Costing information: 2.697743.,.

- 1000 gallons ofchemical requiredper year 1.50 $ 

### per gallon FOB in bulk 1.26 MULTIPLIER for delivery/ contracted application

I-' 

### Notes: 

### * denotes use ofdefault 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 ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are. required everyhour. 2. Cost estimates derived from information given above shouldbe 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0847 Amt.ofChemical per application (gal!yd2) 20 Average RoadWidth (ft) Length Speed Weight Silt**-~--** 

### Emission Rate (g!s)

--- Weeks! Efficiency Road Segment ID DailyVP (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 UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-case and Annual Emission rates: 

### :J::l h:l h:l t'1 

### Z tJ H 

# :x: Q f-1 

### End of Input
... Summary Information Follows
1.981634E-02 2.772441E-03**1.120023E~02** 

### (g/s) 1.566988E-03 (g!s)
h:l PJ \.Q (l) Q 

### costing information: .2401066

- - 1000 gallons of chemical requiredper 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 ofreference docum¢nt Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values,
.control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- -1000 liters ofwater 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 ofwater are required everyhour. 2. Cost estimates derived from information given above shouldbe used with caution. The use of site-specific cost data (e.g., local price quotes) is 

### strongly recommended.

,- /-",**,~** (" ,-.,**/~.** ;--, ,-., 

### --.**/~** 

## r--,

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
. .ofChemical per application (gal/yd2)



### 180 Average RoadWidth (ft)

Costing information: 3.245673

- - 1000 gallons ofchemical required per year 1.50 $ 

### per gallon FOB inbulk 1.26 MULTIPLIERfordeliveryl contracted application Total UncontrolledWorst-case andAnnual**Emiss~on** 

### rates:

Total ControlledWorst-case andAnnual 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 Summary Information rollows End of Input
..,

t-e1 PJ LQ (j) () :J:; t-e1 t-e1 t:r::1 

### Z t:J H 

# :x: () f-l


# ..

f-l 

### Notes: 

### * denotes use ofdefault value I 

### 1 g/s

## =190 lb/day = 

### 34.8 ton/yr

## =31.5 Mg/yr -J 

### Emission estimates base,d on Equation (3-1) of reference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To acconunodate,awide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwaterper hour required 1000 liters perhour is the Base Unit. Thus; in this example, 1.28 Base Units

## =1.28 x 1000 or, 1,280 liters ofwater are required everyhour. 2. Cost estimates derived from information given above shouldbe 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• .ofChemical per application (gal/yd2) 12 Average Road Width {ft)

Total UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-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.
7.334l79E-03 1.297622E-02

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)
.1108 80 Default Values 

## o
End of Input
... ttl ttl tz:1 

### Z Cl H 

### X 

### o 

# . f--' ttl OJ \Q CD 

### o Costing information: .918571

- - 1000 gallons of chemical requiredper year 1.50 $ per ga11on·FOB inbulk 1.26 MULTIPLIER fordeliveryl contracted application

f--' Notes: 

### * denotes use ofdefault value 

# 6:, 1 gls 

### = 190 lblday 

### = 34.8 tonlyr 

### = 31.5 Mglyr Emission estimates basedon Equation (3-1) of reference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater ar required every hour. 2. Cost estimates derived from nformation given above shouldbe used with caution. The use of site-specific cos data (e.g., lOcal price quotes) is strongly recommended.

/"'.**.~. ,~.,**  f' 

## " 

# " 

# '" " f' 

# --. .""" " "'"'\/'**,~**



### 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .1458 Amt. ofChemical per application (gal/yd2) 75.Average Road Width (ft) Length Speed Weight Silt Road Segment ID Daily VP (mile) (mph) Wheels (ton) (%)



### --------------- -------- -------- 

## -------- -------- -------- --------

Total UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual Emission rates: Summary Information Follows
5.605781E-03 3.039376E-03 46 Efficiency

(percent) 13 13 Weeksl Applic.
1.717861E-03 3.039376E-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 5 

### .0331 114 Default Values QQ
EndofInput
...

I-' tU tU 

### Z t:l H 

## :x: ()

tU PJ IQ CD () 

### costing information: 1.061722

- - 1000 gallons ofchemical required per year 1.50 $ 

### per gallon FOB in bulk 1.26 MULTIPLIER for deliveryl contracted application

I-' 

### Notes: 

### * denotes use ofdefault 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 AdditionalNotes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe usedwith caution. The use of site-specific cost data (e.g., local price quotes) is strongly recommended. jSpreadsheet 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. ofChemical per application (gal/yd2) 60 Average RoadWidth (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 UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-case and Annual Emission rates: 5.380482E-03 2.917222E-03 

### ;J::I I"tJ I"tJ t:r.l 

### Z t:J H 

### X () I-' 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

I"tJ OJ lQ CD () I-' I I-' 

### o Costing information: .8262824

- - 1000 gallons of chemical required per year 1.50 $ per gallon FbB inbulk 1.26 MULTIPLIER for deliveryl contracted application

Notes: 

### * denotes use ofdefault 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 ofpossible.values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater 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' 

## .""' ('l ,-., ,-. 

### .,...., 

## ""', /-"



## '""**,~,**



### 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0958 Arnt. ofChemical per application (gal/yd2)



### 160 Average RoadWidth (ft) Length Speed Weight Silt

---- Emission Rate (g/s)

--- 

### Weeksl Efficiency RoadSegment ID DailyVP (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 UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual Emission rates: 'l:l 'l:l 

### ttl 

### Z t:1 H 

### X 

## o I-' 

### End of Input .,. summary Information Follows
".2437255 .1377541 (g/s) 

### 3.323809E-02 1.878623E-02 (g/s) 'l:l OJ \Q CD 

## o I-' I I-' f--1 

### Costing information: 4.359553

- 1000 gallons ofchemical requiredper year 1.50 $ 

### per gallon FOB inbulk 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) ofreference document Control estimates based on Figure 3-4 of reference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater perhour 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 ofwater are required every hour. 2, Cost estimates derived from information given above shouldbe 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. ofChemical per application (gal/yd2) 12 Average RoadWidth (ft)



### -----------------------**---~----** -------- --------**----~---** 

### --------

Total UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-case and Annual Emission rates: summaryInformation Follows Length Road Segment ID DailyVP (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
... :J:::I t"O t"O 

### tT1 

### Z tJ H 

# :x n f--'



## ... 'i:l llJ to (1) 

# n 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--' I f--' N Notes: 

### * denotes use ofdefault 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 ofreference document Additional Notes on Costing lnformation: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe used with caution. The use of site-specific cost data (e.g., local price quotes) is strongly recommended.**",-,~ "~,**  /-"**,~ ,~**  f' ,-, ,-, ,-, ,-,

# ,-**,~** 

## -----,

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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .1042 Affit. ofChemical per application (gal/yd2) 12 Average RoadWidth (ft) Length Speed Weight Silt

---- Emission Rate (g/s)

--- Weeks/ Efficiency Road Segment rD DailyVP (mile) (mph) Wheels (ton) (%) 

### Worst Case Annual Applic. (percent)



### --------------- -------- 

### -------- -------- 

### -------- -------- -------- 

### -------------_.-------------- ----------- -----------

Total UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-case andAnnual Emission rates: Summary rnformation Follows
1.213405E-03 (g/s) 2.060302E-04 (g/s) 83 4.3 4.3 2.060302E-04 3.64525E-04 2 6 

### 2 6.000000

2.146853E-03 3.64525E-04 4 4 

### 15 15 .5114 2 

### DefaultValues W


### End of rnput ..,

I--' 

## >' tel tel t':J 

### Z 

## o H 

### :>< 

## o

tel PJ \Q CD 

## o Costing information: 4.876934

- - 1000gallons ofchemical required per year 1.50 $

### per gallon FOB in bulk 1.26MULTULrER for delivery/ contracted application

I--' I I--' W 

### Notes: 

### * denotes use ofdefault 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 ofreference document Additional Notes on Costing rnformation: 1. To accommOdate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base units. For example, ·in the statement 1.28

- - 1000 liters ofwaterper 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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 MeanAnnual 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 andAnnual 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)
.0492 15 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 ofdefault 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 ofwater 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 ofwater are required everyhour. 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. ofChemical per application (gal/yd2)



### 120 Average RoadWidth (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 UncontrolledWorst-case andAnnual Emission 

### rates:

Total ControlledWorst-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 ofInput
... 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 ofchemical requiredper year 1.50 $ 

### per gallon FOB in 

### bulk 1.26MULTIPLIER 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 onEquation (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 ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwaterper hour reqUired 1000 liters perhour is the Base Unit. Thus, in this example, 1.28 Base Units = 1.28 x 1000 or, 1,280 liters ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0958 Amt. ofChemical per application (gal/yd2) 20 Average Road Width (ft)



### --------------- -------- -------- --------**----~---** 

## --------

Total UncontrolledWorst-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 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible 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 ofwater 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. ofChemical 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 UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual 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 1.26MULTIPLIER for 

### deliverYI contracted application

Notes: 

### * denotes use ofdefaUlt value 1 gls 

### = 190 Iblday = 

### 34.8 tonlyr = 

### 31.5 Mglyr Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information.: 1. To accommodate a wide range ofpossible values, control requirements are expressed iriterms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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. ofChemical per application (gal!yd2) 55 Average RoadWidth (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 UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-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 \.Q (!) (") 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 ofdefault value 1 g!s 

## =190 lb!day

## =34.8 ton!yr

## =31.5 Mg!yr Emission estimates based on Equation (3-1) ofreference document control estimates-based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide .range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required everyhour. 2. Cost estimates derived from information given above shouldbe 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. ofChemical per application (gal/yd2) 50 Average RoadWidth (ft) Length RoadSegmentID Daily VP (mile) Speed (mph) Wheels Weight (ton) Silt (%) 

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

--- Worst Case Annual Weeks/ Applic. Efficiency (percent)

Total UncontrolledWorst-case and Annual Emission rates:

Total Controlled**Worst~case** 

### andAnnual Emission rates: Summary Information Follows 

### :t:' 

## r-o r-o t':l 

## z o H 

## ::x: 

## o f--' 

### Default values DD
End ofInput .,. 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 ofchemical required per year 1.50 $ 

### per gallon FOB in bulk 1.26MULTIPLIER for delivery/ contracted application

Notes: 

### * denotes use ofdefault 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 ofpossible values, .control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000**liter~** 

### ofwater 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 ofwater are required everyhour. 2. Cost estimates derived from information given above shouldbe usedwith 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0903 AmLof Chemical per application (gal/yd2) 40 Average RoadWidth (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 andAnnual Emission rates:

Total Controlled Worst-case and Annual Emission rates: t1j t1j t':l 

### Z t:J H 

### :><: 

## 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 inbulk 1.26 MULTIPLIER for delivery/ contracted application

Notes: 

### * denotes use ofdefault value 1 g/s 

## =190 lb/day

### =34.8 ton/yr

### =31.5 Mg/yr Emission estimates based on Equation (3-1) ofreference. document Control estimates based on Figure 3-4 of reference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 EnglishUnits 148 Mean Annual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0764 Amt. ofChemical per application (gal!yd2) 55 Average Road Width (ft)



### --------------- -------- 

## -------- -------- 

## -------- -------- --------

Total UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual 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)
.035 18 Default Values GG


### End ofInput
... 'l:1 'l:1 tr:I 

### Z t:1 H 

### :>< 

## o I-'


# .. 'l:1 OJ lQ (1) 

### o Costing information: 1.12166

- - 1000 gallons ofchemical requiredper year 1.50 $ 

### per gallon FOB in bulk 1.26 MULTIPLIER for delivery! contracted application

I-' I I\.) I-' 

### Notes: 

### * denotes use ofdefault value 1 gls 

### = 190 lb!day = 

### 34.8 ton!yr = 

### 31.5 Mg!yr Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 of reference document Additional**~otes** 

### on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required everyhour. 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. ofChemical per application (gal/yd2) 15 Average RoadWidth (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 UncontrolledWorst-case and Annual Emission rates:

Total Controlledworst-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.Btonlyr

### =31.5 Mglyr l\.) Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate.a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater 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 stronglyrecommended.

(' /..--....
(' ,-. 

## """' 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 MeanAnnual Days with Rain 347 Working Days per Year

52 weeks per year chemicals applied .0847 Amt. ofChemical per application (gal/yd2) 30 Average Road Width (ft)

Total UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual Emission rates: Length Speed Road Segment ID DailyVP (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 '"tl '"tl 

### tx1 

### Z tJ H 

### :>< 

## o f-l


# .. End of Input
... Summary Information Follows
5.454644E-03 7.631416E"'-04 3.082974E-03 (g/s) 

### 4.31329E-04 (g/s)
'"tl OJ \Q CD 

## o f-l I l\) 

### w costing information: 1.402477

- - 1000 gallons ofchemical requiredper year 1.50 $ 

### per gallon FOB in bulk 1.26MULTIPLIER for deliveryl contracted application

Notes: 

### * denotes use ofdefault value 1 gls 

### = 190 lblday

### =34.8 ton/yr

### =31.5 Mg/yr Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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. ofChemical per application (gal/yd2) 10 Average RoadWidth (ft)

Total UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-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)
.3 35 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 requiredper year 1.50 $ per gallon FOB inbulk 1.26 MULTIPLIER for delivery/ contracted application

I-' 

## r tv .1:>0 Notes: 

### * denotes use ofdefault value 1 g/s= 190 1b/day

- 34.8 ton/yr

- 31.5 Mg/yr Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in termS ofcertain 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 ofwater are required every hour. 2. Cost estimates derived from information given.above shoUldbe 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. ofChemical 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 UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual 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) 

### Weeks

### I Applic. 3 3 

### Efficiency (percent)
89



## r-o PJ lQ (1) (") I-' I N lJl 

### Costing information: .5996952

- - 1000 gallons of chemical requiredper year 1.50 $ 

### per gallon FOB 

### in bulk 1.26MULTIPLIER for deliveryl 

### contracted application

Notes: 

### * denotes use ofdefault value 1 g/s 

### = 190 lb/day

### =34.8 ton/yr

### =31.5 Mg/yr 

### Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 of reference document Additional Notes on Costing Information: 1. To accommodate

## awide range ofpossible values, control requirements are expressed in terms ofcertain Base units. For example, in the statement 1.28

- - 1000 liters ofwaterperhour 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0903 Amt. ofChemical per application (gal/yd2) 20 Average RoadWidth (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 UncontrolledWorst-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 requiredper year 1.50 $ per gallon FOB inbulk 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) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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"'" 

### r ...................."


# """ 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. ofChemical per application (gal/yd2) 20 Average RoadWidth,eft)**-----------~--- ~-------**  --------**--~---~-** -------- --------



### Total UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-case andAnnual 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)
.0597 120 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 requiredper year 1.50 $ 

### per gallon FOB in bulk 1.26MULTIPLIER for deliveryl contracted application

I-' I tv ...-J 

### Notes: 

### * denotes use ofdefault value 1 g/s

## =190 lb/day

## =34.8ton/yr

## =31.5 Mg/yr Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe usedwith 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0903 Amt. ofChemical per application (ga1/yd2) 15 Average RoadWidth (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) ofreference document Control estimates based on Figure 3-4 of reference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- 1000 liters ofwater perhour 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 ofwater 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**,~** ,'-'**/~** ........,

,...."'-,**,~** .'""1 ,,",,,

### STJ**,~**



### 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. ofChemical per application (gal!yd2) 15 Average RoadWidth (ft)

Total UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-case and Annual Emission rates: Length Speed Road Segment ID DailyVP (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) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwaterperhour 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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. ofChemical per application (gal/yd2) 16 Average RoadWidth (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 requiredper 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 ofdefault 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 ofpossible values, control**.req~irements** are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 shouldbe 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. ofChemical per application (gal/yd2) 10 Average Road Width (ft) Length Speed Weight Silt Road Segment ID DailyVP (mile) (mph) Wheels (ton) (%)



### --------------- -------- 

## -------- --------**------~-** 

## -------- --------

Total UncontrolledWorst-case andAnnual Emission rates:

Total Controlled**Worst~case** 

### andAnnual Emission rates: Summary Information Follows 

### ;J::I 

### to to (:Ij 

### Z tJ H 

### X () t-'



### ... Default Values E


### End ofInput
... 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 ofchemical required per year 1.50 $ 

### per gallon FOB in bulk 1.26MULTIPLIER for delivery/ contracted application

Notes: 

### * denotes use ofdefault 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 ofpossible values, control requirements are expressed in terms ofCertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are reqUired every hour. 2. Cost estimates derived from information given above shouldbe 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 ofreferenCe document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe used with caution. The use of site-specific cost data (e.g., local price quotes) is strongly recommended.

I'**~~,** I' I' 1", r-**/~**

## ,'"" 

## """'**,-~ /~** 

,,,",/'""'



### 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 RoadWidth (ft)



### :J::I I"tJ I"tJ tz:l 

### Z 

## o H 

## :x: 

# n Length Speed Road Segment ID DailyVP (mile) (mph) Wheels



### --------------- -------- -------- 

### -------- --------

DefaultValues 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


# .. EndofInput
... 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 requiredper year 1.50 $ 

### per gallon FOB in bulk 1.26MULTIPLIER for deliveryl contracted application I"tJ III I.Q (0 

# n f-l I W W 

### Total Uncontrolled Worst-case andAnnual Emission rates: Total ControlledWorst-case andAnnual 

### 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) ofreference document Control estimates based on Figure 3-4 ofreference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater 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 of14:34:33 on 02-17-2000 Input Filename: A:\fb-E13.ue

---------- Unpaved--Control using Chemical Suppressants**----~** _ FBP13

Unpaved Road Emissions

-- English Units 148 MeanAnnual 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** andAnnual Emission rates: Total Controlled Worst-case andAnnual 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 requiredper 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 AdditionalNotes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in,the statement 1.28

- - 1000 liters ofwater perhour 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe used with caution. The use of site-specific cost data (e.g., local price quotes) 

### is strongly recommended.



## "**/~**
,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. ofChemical 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 UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual 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 ofchemical requiredper year 1.50 $ 

### per gallon FOB in bulk 1.26MULTIPLIER for delivery/ contracted application

Notes: 

### * denotes use ofdefault 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 ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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 MeanAnnual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0723 Amt. ofChemical 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.
3.822749E-05 6.7635l3E-05 ---- Emission Rate (g/s)

--- Worst Case Annual 2 6 2 6.000000

5.597321E-04 6.7635l3E-05 4 4 5 5 16 4.99D-02 Default Values P-4
End of Input
...

f--1 t"O t"O t:rJ 

### Z 

## o H 

## :x: ()

t"O Pi lQ CD () Costing information: .3817461

- 1000 gallons of chemical required per year 1.50 $ per gallon FOB in bulk 1.26 MULTIPLIER for deliveryl contracted application

f--1 I W 0'> Notes: 

### * denotes use ofdefault value 1 g/s =190 lb/day = 34.8 ton/yr = 31.5 Mg/yr Emission estimates based on Equation (3-1) ofreference document Control estimates based on Figure 3-4 of reference document Additional Notes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater 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- '-', /'\,**~.**



### FB_R ;-.

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. ofChemical per application (ga1/yd2) 16 Average RoadWidth (ft)

Total UncontrolledWorst-case andAnnual Emission rates:

Total ControlledWorst-case andAnnual Emission rates: Length Speed Road Segment ID DailyVP (mile) (mph) Wheels



### --------------- -------- -------- -------- 

### --------

Default Values 16 8 R 43 .15 16 8 

### :J::l t"d t"d t'1 

### Z 

## o H 

### :><: () f-.I


# .. 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) t"d PJ l.O CD () 

### Costing information: 2.619317

- - 1000 gallons ofchemical required per year 1.50 $ 

### per gallon FOB in bulk 1.26 MULTIPLIER for delivery/ contracted application

Notes: 

## * denotes use ofdefault 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 ofreference document AdditionalNotes on Costing Information: 1. To accommodate a wide range ofpossible values, control requirements are expressed in terms ofcertain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater perhour 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 ofwater are required every hour. 2. Cost estimates derived from information given above shouldbe 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

UnpavedRoadEmissions-- English Units 148 Mean Annual Days with Rain 347 Working Days per Year

52 Weeks per year chemicals applied .0689 Amt. ofChemical per app.lication (gaJJyd2) 12 Average RoadWidth (ft) Length Speed RoadSegment ID Daily VP (mile) (mph) Wheels



### --------------- -------- -------- -------- 

## --------

Default Values 9.8 6 QQ 122 .15 9.8 6.000000

I 306 .0499 7.2 7 ;J::l 

### r-o r-o i:'j 

# z o H 

## :x: 

## o 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 UncontrolledWorst-case and Annual Emission rates:

Total ControlledWorst-case and Annual Emission rates: 

### r-o Pi to (1) 

## o I W CO 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 ofpossible. values,.control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater 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"'"'**/~**

r- r- 

### I'**.~**

,-. ,,"",,**/~,** ""\FB_12 

### f'

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. ofChemical 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 I"cJ I"cJ 

### l:':l 

### Z tJ H 

### :>< 

## o I-' I"'(j OJ IQ (1) 

## o Total UncontrolledWorst-case and Annual Emission rates: Total ControlledWorst-case and Annual Emission rates: .8199549

.0607154 .46344 (g/s) 3.431645E-02 (g/s) I-' I 

### w 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 ofdefault 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 ofpossible values, control requirements are expressed in terms of certain Base Units. For example, in the statement 1.28

- - 1000 liters ofwater 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 ofwater 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.