Application Rates
| Topical only |
Undiluted concentrate |
Parts Water |
Traffic Area |
Dilution |
Life/
months |
| Standard |
Metric |
gal./
Acre |
gal./
SY |
|
ft²/
gal. |
gal./
ft² |
yd²/
gal. |
gal./
yd² |
gal./
acre |
m²/
gal |
gal./
m² |
m²/
L |
L/
m² |
|
Water Retention Basin & Pond Lining
|
20
|
0.0500
|
2.2
|
0.450
|
2178
|
1.9
|
0.538
|
0.5
|
2.04
|
2
|
No
|
6534
|
1.35
|
12-24
|
|
Aircraft Runways (Heavy use)
|
35
|
0.0286
|
3.9
|
0.257
|
1245
|
3.3
|
0.308
|
0.9
|
1.16
|
4
|
Yes
|
6223
|
1.29
|
12-24
|
|
Aircraft Runways (single engine)
|
50
|
0.0200
|
5.6
|
0.180
|
871
|
4.6
|
0.215
|
1.2
|
0.81
|
6
|
Yes
|
6098
|
1.26
|
12-24
|
|
Helicopter Landing Pads (Heavy Craft)
|
45
|
0.2220
|
5.0
|
0.200
|
968
|
4.2
|
0.239
|
1.1
|
0.91
|
5
|
Yes
|
5808
|
1.20
|
12-24
|
|
Helicopter Landing Pads (Light Craft)
|
70
|
0.0143
|
7.8
|
0.129
|
622
|
6.5
|
0.154
|
1.7
|
0.58
|
8
|
Yes
|
5601
|
1.16
|
12-24
|
|
Heavy Haul Roads & Mining Roads
|
60
|
0.0167
|
6.7
|
0.150
|
726
|
5.6
|
0.179
|
1.5
|
0.68
|
6
|
Yes
|
5082
|
1.05
|
12-24
|
|
Military Convoy & Supply Roads
|
65
|
0.0154
|
7.2
|
0.138
|
670
|
6.0
|
0.166
|
1.6
|
0.63
|
6
|
Yes
|
4691
|
0.97
|
12-24
|
|
Roads (High Traffic)
|
65
|
0.0154
|
7.2
|
0.138
|
670
|
6.0
|
0.166
|
1.6
|
0.63
|
6
|
Yes
|
4691
|
0.97
|
12-24
|
|
Residential Driveways
|
65
|
0.0154
|
7.2
|
0.138
|
670
|
6.0
|
0.166
|
1.6
|
0.63
|
6
|
Yes
|
4691
|
0.97
|
12-24
|
|
Parking Lots
|
65
|
0.0154
|
7.2
|
0.138
|
670
|
6.0
|
0.166
|
1.6
|
0.63
|
6
|
Yes
|
4691
|
0.97
|
12-24
|
|
Roads (Light Traffic)
|
70
|
0.0143
|
7.8
|
0.129
|
622
|
6.5
|
0.154
|
1.7
|
0.58
|
7
|
Yes
|
4978
|
1.03
|
12-24
|
|
Golf Course Bunker Liner
|
50
|
0.0200
|
5.6
|
0.180
|
871
|
4.6
|
0.215
|
1.2
|
0.81
|
5
|
Yes
|
5227
|
1.08
|
12-24
|
|
Golf Course Cart Paths
|
80
|
0.0125
|
8.9
|
0.113
|
545
|
7.4
|
0.135
|
2.0
|
0.51
|
8
|
Yes
|
4901
|
1.01
|
12-24
|
|
Walking Trails and Paths
|
100
|
0.0100
|
11.1
|
0.090
|
436
|
9.3
|
0.108
|
2.5
|
0.41
|
10
|
Yes
|
4792
|
0.99
|
12-24
|
|
Road Sealer over Soiltac Stabilized Base
|
100
|
0.0100
|
11.1
|
0.090
|
436
|
9.3
|
0.108
|
2.5
|
0.41
|
4
|
Yes
|
2178
|
0.45
|
12-24
|
|
BMX Tracks
|
120
|
0.0083
|
13.3
|
0.075
|
363
|
11.1
|
0.090
|
2.9
|
0.34
|
10
|
Yes
|
3993
|
0.83
|
9-16
|
|
Temporary Parking Lots
|
120
|
0.0083
|
13.3
|
0.075
|
363
|
11.1
|
0.090
|
2.9
|
0.34
|
10
|
Yes
|
3993
|
0.83
|
1-3
|
|
Temporary Roads & Detours
|
150
|
0.0067
|
16.7
|
0.600
|
290
|
13.9
|
0.072
|
3.7
|
0.27
|
13
|
Yes
|
4066
|
0.84
|
1-3
|
|
Road Shoulders
|
160
|
0.0063
|
17.8
|
0.056
|
272
|
14.9
|
0.067
|
3.9
|
0.25
|
14
|
Yes
|
4084
|
0.84
|
12-24
|
|
Slope Erosion Control (Steep Slope)
|
100
|
0.0100
|
11.0
|
0.090
|
436
|
9.0
|
0.108
|
2.9
|
0.41
|
5
|
Yes
|
2614
|
0.54
|
12-24
|
|
Slope Erosion Control (Average Slope)
|
180
|
0.0056
|
20.0
|
0.050
|
242
|
17.0
|
0.060
|
4.0
|
0.23
|
10
|
Yes
|
2662
|
0.55
|
12-24
|
|
Slope Erosion Control (Light Slope)
|
220
|
0.0045
|
24.0
|
0.041
|
198
|
20.0
|
0.049
|
5.0
|
0.19
|
12
|
No
|
2574
|
0.53
|
12-24
|
|
Stock Pile Dust Capping (Steep Slope)
|
220
|
0.0045
|
24.0
|
0.014
|
198
|
20.0
|
0.049
|
5.0
|
0.19
|
9
|
No
|
1980
|
0.41
|
12-24
|
|
Stock Pile Dust Capping (Average Slope)
|
270
|
0.0037
|
30.0
|
0.033
|
161
|
25.0
|
0.040
|
7.0
|
0.15
|
12
|
No
|
2097
|
0.43
|
12-24
|
|
Stock Pile Dust Capping (Light Slope)
|
320
|
0.0031
|
36.0
|
0.028
|
136
|
30.0
|
0.034
|
8.0
|
0.13
|
14
|
No
|
2042
|
0.42
|
12-24
|
|
Hazardous Material Capping & Sealing
|
160
|
0.0063
|
18.0
|
0.056
|
272
|
15.0
|
0.067
|
4.0
|
0.25
|
8
|
No
|
2450
|
0.51
|
12-24
|
|
Landfill Capping & Reclamation
|
360
|
0.0028
|
40.0
|
0.025
|
121
|
33.0
|
0.030
|
9.0
|
0.11
|
10
|
No
|
1331
|
0.28
|
12-24
|
|
Odor & Vapor Suppression
|
360
|
0.0028
|
40.0
|
0.025
|
121
|
33.0
|
0.030
|
9.0
|
0.11
|
20
|
No
|
2541
|
0.53
|
12-24
|
|
Mine Tailings Capping & Reclamation
|
450
|
0.0022
|
50.0
|
0.020
|
97
|
42.0
|
0.024
|
11.0
|
0.09
|
12
|
No
|
1258
|
0.26
|
12-24
|
|
Coal Rail Car Capping
|
1000
|
0.0010
|
111.0
|
0.009
|
44
|
93.0
|
0.011
|
25.0
|
0.04
|
29
|
No
|
1307
|
0.27
|
1+
|
|
No Traffic
Dust Control (30 Days)
|
1250
|
0.0008
|
139.0
|
0.007
|
35
|
116.0
|
0.009
|
31.0
|
0.03
|
34
|
No
|
1220
|
0.25
|
1+
|
|
No Traffic
Dust Control (90 days)
|
795
|
0.0013
|
88.0
|
0.011
|
55
|
74.0
|
0.014
|
20.0
|
0.05
|
21
|
No
|
1205
|
0.25
|
3+
|
|
No Traffic
Dust Control (6 Months)
|
580
|
0.0017
|
64.0
|
0.016
|
75
|
54.0
|
0.019
|
14.0
|
0.07
|
15
|
No
|
1202
|
0.25
|
6+
|
|
No Traffic
Dust Control (12 Months)
|
415
|
0.0024
|
46.0
|
0.022
|
105
|
39.0
|
0.026
|
10.0
|
0.10
|
11
|
No
|
1260
|
0.26
|
12+
|
|
No Traffic
Dust Control (12-24 Months)
|
320
|
0.0031
|
36.0
|
0.028
|
136
|
30.0
|
0.034
|
8.0
|
0.13
|
8
|
No
|
1225
|
0.25
|
12-24
|
|
Hydroseed & Hydromulch Tackifier
|
1740
|
0.0006
|
193.0
|
0.005
|
25
|
162.0
|
0.006
|
43.0
|
0.02
|
40
|
No
|
1026
|
0.21
|
3-6
|
| (Mixed-In/Processed) |
|
Base Stabilization Light (4"-10cm deep)
|
45
|
0.0222
|
5.0
|
0.200
|
968
|
4.2
|
0.239
|
1.1
|
0.91
|
**
|
|
Base Stabilization Average (4"-10cm deep)
|
35
|
0.0286
|
3.9
|
0.257
|
1245
|
3.3
|
0.308
|
0.9
|
1.16
|
**
|
|
Base Stabilization Heavy (4"-10cm deep)
|
25
|
0.0400
|
2.8
|
0.360
|
1742
|
2.3
|
0.431
|
0.6
|
1.63
|
**
|
|
Road Pot Hole Repair (4"-10cm deep)
|
25
|
0.0400
|
2.8
|
0.360
|
1742
|
2.3
|
0.431
|
0.6
|
1.63
|
**
|
|
Adobe Blocks & Earth Blocks (6"-15cm Tall)
|
35
|
0.0286
|
3.9
|
0.257
|
1245
|
3.3
|
0.308
|
0.9
|
1.16
|
**
|
|
Base Stabilization Light (6"-15cm deep)
|
35
|
0.0286
|
3.9
|
0.257
|
1245
|
3.3
|
0.308
|
0.9
|
1.16
|
**
|
|
Base Stabilization Average (6"-15cm deep)
|
25
|
0.0400
|
2.8
|
0.360
|
1742
|
2.3
|
0.431
|
0.6
|
1.63
|
**
|
|
Base Stabilization Heavy (6"-15cm deep)
|
15
|
0.0667
|
1.7
|
0.600
|
2904
|
1.4
|
0.718
|
0.4
|
2.72
|
**
|
**Dilution rates for mix-in/processed applications are based on the difference between optimum moisture and in-situ moisture levels.
Please consult with your local Soiltac® representative to calculate recommended dilution rates for all mix-in applications.
Application coverage and dilution rates may vary depending on traffic volume, load bearing capacity, soil type, weather conditions, soil moisture levels and compaction. All Mixed-in/Processed applications require laboratory and on-site testing to determine optimal application and dilution rates.