SCHEDULE I
Policies | |
ultra violet disinfection | $ 875 |
point-of-use/point-of-entry treatment | $ 875 |
Section 1.0 Engineering Report | $ 350 |
Section 3.1 Surface water | |
quality and quantity | $ 875 |
structures | $ 875 |
Section 3.2 Ground water | $ 1,050 |
Section 4.1 Microscreening | $ 350 |
Section 4.2 Clarification | |
standard clarification | $ 875 |
solid contact units | $ 1,750 |
Section 4.3 Filtration | |
rapid rate | $ 2,190 |
pressure filtration | $ 1,750 |
diatomaceous earth | $ 1,750 |
slow sand | $ 1,750 |
direct filtration | $ 1,750 |
biologically active filtration | $ 1,750 |
membrane filtration | $ 1,750 |
micro and ultra filtration | $ 1,750 |
bag and cartridge filtration | $ 520 |
Section 4.4 Disinfection | $ 875 |
Section 4.5 Softening | $ 875 |
Section 4.6 Ion Exchange | $ 875 |
Section 4.7 Aeration | |
natural draft | $ 350 |
forced draft | $ 350 |
spray/pressure | $ 350 |
packed tower | $ 875 |
Section 4.8 Iron and manganese | $ 875 |
Section 4.9 Fluoridation | $ 875 |
Section 4.10 Stabilization | $ 600 |
Section 4.11 Taste and odor control | $ 520 |
Section 4.12 Adsorptive media | $ 700 |
Chapter 5 Chemical application | $ 1,220 |
Chapter 6 Pumping facilities | $ 1,220 |
Section 7.1 Plant storage | $ 1,220 |
Section 7.2 Hydropneumatic tanks | $ 520 |
Section 7.3 Distribution storage | $ 1,220 |
Chapter 8 Distribution system per lot fee | $ 90 |
non-standard specifications | $ 520 |
transmission distribution (per lineal foot) | $ 0.30 |
rural distribution system (per lineal foot) | $ 0.04 |
sliplining existing mains (per lineal foot) | $ 0.20 |
Chapter 9 Waste disposal | $ 875 |
Appendix A | |
new systems | $ 350 |
modifications | $ 175 |
SCHEDULE II
Chapter 10 Engineering reports and facility plans | |
engineering reports (minor) | $ 350 |
comprehensive facility plan (major) | $ 1,750 |
Chapter 30 Design of sewers | |
per lot fee | $ 90 |
non-standard specifications | $ 520 |
collection system (per lineal foot) | $ 0.30 |
sliplining existing mains (per lineal foot) | $ 0.20 |
Chapter 40 Sewage pumping station | |
force mains (per lineal foot) | $ 0.30 |
1000 gpm or less | $ 875 |
greater than 1000 gpm | $ 1,750 |
Chapter 60 Screening grit removal | |
screening devices and comminutors | $ 520 |
grit removal | $ 520 |
flow equalization | $ 875 |
Chapter 70 Settling | $ 1,400 |
Chapter 80 Sludge handling | $ 2,800 |
Chapter 90 Biological treatment | $ 4,200 |
nonaerated treatment ponds | $ 1,400 |
aerated treatment ponds | $ 2,450 |
Chapter 100 Disinfection | $ 1,120 |
Chapter 120 Irrigation and Rapid Infiltration Systems | $ 1,220 |
Appendices A and C (per design) | $ 1,220 |
SCHEDULE III
Section 3.2 Ground water | $ 1,050 |
Chapter 6 Pump facilities | $ 520 |
Chapter 7 Finished storage/hydropneumatic tanks | $ 520 |
Chapter 8 Distribution system | $ 520 |
SCHEDULE IV
Chapter 4 Pressure Dosing | $ 350 |
Chapter 5 Septic Tanks | $ 350 |
Chapter 6 Soil Absorption Systems | $ 350 |
Chapter 6, Subchapter 6.8 ETA and ET Systems | $ 875 |
Chapter 7, Subchapters 7.1, 7.2, and 7.3 Filters | $ 350 |
Chapter 7, Subchapter 7.4 Aerobic Treatment | $ 875 |
Chapter 7, Subchapter 7.5 Chemical | |
Nutrient-Reduction Systems | $ 875 |
Chapter 7, Subchapter 7.6 Alternate Advanced | |
Treatment Systems | $ 875 |
Chapter 8 Holding Tanks, Pit Privy, Seepage Pits, Waste Segregation, Experimental Systems | $ 350 |
Appendix D | $ 350 |
Non-degradation Review | $ 520 |
SCHEDULE V
Spring box and collection lateral | $ 440 |
SCHEDULE VI
Cisterns | $ 520 |
Mont. Admin. r. 17.38.106
AUTH: 75-6-108, MCA; IMP: 75-6-108, MCA