Appendix E - Appendix E to Part 420—Tables for Explosive Site Plan
Table E-1—Division 1.1 Distances to a Public Area or Public Traffic Route for NEW ≤450 lbs
NEW
(lbs.) | Distance to public area
(ft) 1 2 | Distance to public traffic route distance
(ft) 2 | ≤0.5 | 236 | 142 | 0.7 | 263 | 158 | 1 | 291 | 175 | 2 | 346 | 208 | 3 | 378 | 227 | 5 | 419 | 251 | 7 | 445 | 267 | 10 | 474 | 284 | 15 | 506 | 304 | 20 | 529 | 317 | 30 | 561 | 337 | 31 | 563 | 338 | 50 | 601 | 361 | 70 | 628 | 377 | 100 | 658 | 395 | 150 | 815 | 489 | 200 | 927 | 556 | 300 | 1085 | 651 | 450 | 1243 | 746 |
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1 To calculate distance d to a public area from NEW:
NEW ≤0.5 lbs: d = 236
0.5 lbs <NEW <100 lbs: d = 291.3 + [79.2 *ln(NEW)]
100 lbs ≤NEW ≤450 lbs: d = −1133.9 + [389 *ln(NEW)]
NEW is in lbs; d is in ft; ln is natural logarithm.
To calculate maximum NEW given distance d (noting that d can never be less than 236 ft):
0 ≤d <236 ft: Not allowed (d cannot be less than 236 ft)
236 ft ≤d <658 ft: NEW = exp [(d/79.2)-3.678]
658 ft ≤d <1250 ft: NEW = exp [(d/389) + 2.914]
NEW is in lbs; d is in ft; exp[x] is e x.
2 The public traffic route distance is 60 percent of the distance to a public area.
Table E-2—Division 1.1 Distance to Public Area and Public Traffic Route for NEW >450 lbs
NEW (lbs) | Distance to public area
(ft) 1 | Distance to public traffic route
(ft) | 450 lbs<NEW ≤30,000 lbs | 1,250 | 750. | 30,000 lbs<NEW ≤100,000 lbs | 40*NEW | 0.60*(Distance to Public Area). | 100,000 lbs<NEW ≤250,000 lbs | 2.42*NEW 0.577 | 0.60*(Distance to Public Area). | 250,000 lbs<NEW | 50*NEW | 0.60*(Distance to Public Area). |
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1 To calculate NEW from distance d to a public area:
1, 243 ft<d ≤1,857 ft: NEW = d 3/64,000
1, 857 ft<d ≤3,150 ft: NEW = 0.2162 * d 1.7331
3,150 ft<d: NEW = d 3/125,000
NEW is in lbs; d is in ft.
Table E-3—Division 1.1 Intraline Distances 1 2 3
NEW
(lbs) | Intraline
Distance (ft) | 50 | 66 | 70 | 74 | 100 | 84 | 150 | 96 | 200 | 105 | 300 | 120 | 500 | 143 | 700 | 160 | 1,000 | 180 | 1,500 | 206 | 2,000 | 227 | 3,000 | 260 | 5,000 | 308 | 7,000 | 344 | 10,000 | 388 | 15,000 | 444 | 20,000 | 489 | 30,000 | 559 | 50,000 | 663 | 70,000 | 742 | 100,000 | 835 | 150,000 | 956 | 200,000 | 1,053 | 300,000 | 1,205 | 500,000 3 | 1,429 | 700,000 | 1,598 | 1,000,000 | 1,800 | 1,500,000 | 2,060 | 2,000,000 | 2,268 | 3,000,000 | 2,596 | 5,000,000 | 3,078 |
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1 To calculate intraline distance d from NEW:
d = 18*NEW
NEW is in pounds; d is in feet
2 To calculate maximum NEW from given intraline distance d:
NEW = d 3/5,832
NEW is in pounds; d is in feet.
3 NEW values of more than 500,000 lbs only apply to liquid propellants with TNT equivalents equal to those NEW values. The intraline distances for NEW greater than 500,000 pounds do not apply to division 1.1 explosives.
Table E-4—Division 1.3 Separation Distances
NEW (lbs) | Distance to public area or public traffic route (ft) 1 | Intraline
distance (ft) 2 | ≤1000 | 75 | 50 | 1,500 | 82 | 56 | 2,000 | 89 | 61 | 3,000 | 101 | 68 | 5,000 | 117 | 80 | 7,000 | 130 | 88 | 10,000 | 145 | 98 | 15,000 | 164 | 112 | 20,000 | 180 | 122 | 30,000 | 204 | 138 | 50,000 | 240 | 163 | 70,000 | 268 | 181 | 100,000 | 300 | 204 | 150,000 | 346 | 234 | 200,000 | 385 | 260 | 300,000 | 454 | 303 | 500,000 | 569 | 372 | 700,000 | 668 | 428 | 1,000,000 | 800 | 500 | 1,500,000 | 936 | 577 | 2,000,000 | 1,008 | 630 |
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1 To calculate distance d to a public area or traffic route from NEW:
NEW ≤1,000lbs
d= 75 ft
1,000 lbs<NEW ≤96,000 lbs
d = exp[2.47 + 0.2368*(ln(NEW)) + 0.00384*(ln(NEW)) 2]
96,000 lbs<NEW ≤1,000,000 lbs
d = exp[7.2297−0.5984*(ln(NEW)) + 0.04046*(ln(NEW)) 2]
NEW >1,000,000 lbs
d = 8*NEW
NEW is in pounds; d is in feet; exp[x] is e x; ln is natural logarithm.
To calculate NEW from distance d to a public area or traffic route (noting that d cannot be less than 75 ft):
0 ≤d <75 ft:
Not allowed (d cannot be less than 75 ft) for NEW ≤1000 lbs
75 ft ≤d≤296 ft
NEW = exp[−30.833 + (307.465 + 260.417*(ln(d)))
296 ft<d≤800 ft
NEW = exp[7.395 + (−124.002 + 24.716*(ln(d)))
800 ft<d
NEW = d 3/512
NEW is in lbs; d is in ft; exp[x] is e x; ln is natural logarithm
2 To calculate intraline distance d from NEW:
NEW ≤1,000 lbs
d = 50 ft
1,000 lbs<NEW ≤84,000 lbs
d = exp[2.0325 + 0.2488*(ln(NEW)) + 0.00313* (ln(NEW)) 2]
84,000 lbs<NEW ≤1,000,000 lbs
d= exp[4.338
1,000,000 lbs<NEW
d = 5*NEW
NEW is in pounds; d is in feet; exp[x] is e x; ln is natural logarithm
To calculate NEW from an intraline distance d:
0 ≤d <50 ft:
Not allowed (d cannot be less than 50 ft) for NEW ≤1000 lbs
50 ft ≤d≤192 ft
NEW = exp[−39.744 + (930.257 + 319.49*(ln(d)))
192 ft<d≤500 ft
NEW = exp[3.834 + (−181.58 + 45.249*(ln(d)))
500 ft≤d
NEW = d 3/125
NEW is in pounds; d is in feet; exp[x] is e x; ln is natural logarithm
Table E-5—Energetic Liquid Explosive Equivalents 1 2 3
Energetic liquids | TNT Equivalence | TNT Equivalence | Static Test Stands | Launch Pads. | LO | See Note 3 | See Note 3. | LO | Sum of (see Note 3 for LO | Sum of (see Note 3 for LO | LO | 10% | 20% up to 500,000 lbs
Plus 10% over 500,000 lbs | IRFNA/UDMH | 10% | 10%. | N | 5% | 10%. |
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1 A launch site operator must use the percentage factors of table E-5 to determine TNT equivalencies of incompatible energetic liquids that are within an intraline distance of each other.
2 A launch site operator may substitute the following energetic liquids to determine TNT equivalency under this table as follows:
Alcohols or other hydrocarbon for RP-1
H
MMH for N
3 TNT equivalency for LO
(a) TNT equivalency of 8*W
2/3, where W is the weight of LO
(b) 14 percent of the LO
Table E-6—Factors To Use When Converting Energetic Liquid Densities
Item | Density
(lb/gal) | Temperature
( °F) | Ethyl alcohol | 6.6 | 68 | Hydrazine | 8.4 | 68 | Hydrogen peroxide (90 percent) | 11.6 | 68 | Liquid hydrogen | 0.59 | −423 | Liquid oxygen | 9.5 | −297 | Red fuming nitric acid (IRFNA) | 12.9 | 77 | RP-1 | 6.8 | 68 | UDMH | 6.6 | 68 | UDMH/Hydrazine | 7.5 | 68 |
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Table E-7—Separation Distance Criteria for Storage of Hydrogen Peroxide in Concentrations of More than 91 Percent 1 2
Quantity
(lbs) | Intraline distance or distance to public area or distance to public traffic route
(ft) | 10,000 | 510 | 15,000 | 592 | 20,000 | 651 | 30,000 | 746 | 50,000 | 884 | 70,000 | 989 | 100,000 | 1114 | 150,000 | 1275 | 200,000 | 1404 | 300,000 | 1607 | 500,000 | 1905 |
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1 Multiple tanks containing hydrogen peroxide in concentrations of greater than 91 percent may be located at distances less than those required by table E-7; however, if the tanks are not separated from each other by 10 percent of the distance specified for the largest tank, then the launch site operator must use the total contents of all tanks to calculate each intraline distance and the distance to each public area and each public traffic route.
2 A launch site operator may use the equations below to determine permissible distance or quantity between the entries of table E-7:
W >10,000 lbs Distance = 24 * W
Where Distance is in ft and W is in lbs.
To calculate weight of hydrogen peroxide from a distance d:
d >75 ft
W = exp[−134.286 + 71.998*(ln(d)) −12.363*(ln(d)) 2 + 0.7229*(ln(d)) 3]
Table E-8—Separation Distance Criteria for Storage of Liquid Hydrogen and Bulk Quantities of Hydrazine
Pounds of energetic liquid | Pounds of energetic liquid | Public area and intraline distance to incompatible energetic liquids | Intraline distance to compatible energetic liquids | Pounds of energetic liquid | Pounds of energetic liquid | Public area and intraline distance to incompatible energetic liquids | Intraline distance to compatible energetic liquids | Over | Not Over | Distance in feet | Distance in feet | Over | Not Over | Distance in feet | Distance in feet | 60,000 | 70,000 | 1,200 | 130 | 100 | 200 | 600 | 35 | 70,000 | 80,000 | 1,200 | 130 | 200 | 300 | 600 | 40 | 80,000 | 90,000 | 1,200 | 135 | 300 | 400 | 600 | 45 | 90,000 | 100,000 | 1,200 | 135 | 400 | 500 | 600 | 50 | 100,000 | 125,000 | 1,800 | 140 | 500 | 600 | 600 | 50 | 125,000 | 150,000 | 1,800 | 145 | 600 | 700 | 600 | 55 | 150,000 | 175,000 | 1,800 | 150 | 700 | 800 | 600 | 55 | 175,000 | 200,000 | 1,800 | 155 | 800 | 900 | 600 | 60 | 200,000 | 250,000 | 1,800 | 160 | 900 | 1,000 | 600 | 60 | 250,000 | 300,000 | 1,800 | 165 | 1,000 | 2,000 | 600 | 65 | 300,000 | 350,000 | 1,800 | 170 | 2,000 | 3,000 | 600 | 70 | 350,000 | 400,000 | 1,800 | 175 | 3,000 | 4,000 | 600 | 75 | 400,000 | 450,000 | 1,800 | 180 | 4,000 | 5,000 | 600 | 80 | 450,000 | 500,000 | 1,800 | 180 | 5,000 | 6,000 | 600 | 80 | 500,000 | 600,000 | 1,800 | 185 | 6,000 | 7,000 | 600 | 85 | 600,000 | 700,000 | 1,800 | 190 | 7,000 | 8,000 | 600 | 85 | 700,000 | 800,000 | 1,800 | 195 | 8,000 | 9,000 | 600 | 90 | 800,000 | 900,000 | 1,800 | 200 | 9,000 | 10,000 | 600 | 90 | 900,000 | 1,000,000 | 1,800 | 205 | 10,000 | 15,000 | 1,200 | 95 | 1,000,000 | 2,000,000 | 1,800 | 235 | 15,000 | 20,000 | 1,200 | 100 | 2,000,000 | 3,000,000 | 1,800 | 255 | 20,000 | 25,000 | 1,200 | 105 | 3,000,000 | 4,000,000 | 1,800 | 265 | 25,000 | 30,000 | 1,200 | 110 | 4,000,000 | 5,000,000 | 1,800 | 275 | 30,000 | 35,000 | 1,200 | 110 | 5,000,000 | 6,000,000 | 1,800 | 285 | 35,000 | 40,000 | 1,200 | 115 | 6,000,000 | 7,000,000 | 1,800 | 295 | 40,000 | 45,000 | 1,200 | 120 | 7,000,000 | 8,000,000 | 1,800 | 300 | 45,000 | 50,000 | 1,200 | 120 | 8,000,000 | 9,000,000 | 1,800 | 305 | 50,000 | 60,000 | 1,200 | 125 | 9,000,000 | 10,000,000 | 1,800 | 310 |
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