HOME    SEARCH    ABOUT US    CONTACT US    HELP   
           
This is an obsolete version of the rule. Please click on the rule number to view the current version.

17.36.323    SEWAGE SYSTEMS: HORIZONTAL SETBACKS; WAIVERS

(1) Minimum horizontal setback distances (in feet) shown in Table 3 of this rule must be maintained.

(2) A waiver of the setback distance for a cistern may be granted by the department, pursuant to ARM 17.36.601, if the applicant demonstrates that the elevation of the cistern is higher than the elevation of the septic tank, other components, or drainfield/sand mound.

(3) A waiver of the setback distance between drainfields/sand mounds and surface waters, springs, and floodplains may be granted by the department, pursuant to ARM 17.36.601, only if:

(a) the applicant demonstrates that ground water flow at the drainfield site cannot flow into the surface water or spring; or

(b) the surface water or spring seasonally high water level is a minimum of 100 feet horizontal distance from the drainfield and the bottom of the drainfield will be at least two feet above floodplain elevation.

(4) The department may require more than 100 feet of separation from the floodplain or from surface water or springs if it determines that site conditions or water quality nondegradation requirements indicate a need for the greater distance.

 TABLE 3

 SETBACK DISTANCES

 

 

 

Water Supply Wells

 

Sealed Components (1) and Other Components (2)

 

Drainfield/ Sand Mounds

Public or Multi-user Wells/Springs

-

100

100

Other Wells

-

50

100

Suction Lines

-

50

100

Cisterns

-

25

50

Roadcuts, Escarpment

-

10 (3)

25

Slopes > 25% (4)

-

10 (3)

25

Property Boundaries

10

10

10

Subsurface Drains

-

10

10

Water Lines

-

10

10

Drainfields/ Sand Mounds

100

10

-

Foundation Walls

-

10

10

Surface Water, Springs

100 (5)

50

100

Floodplains

10

- (1)

100 (2)

100

 

(1) Sealed components include sewer lines, sewer mains, septic tanks, grease traps, dosing tanks and pumping chambers.

(2) Other components include intermittent and recirculating sand filters, package plants and evapotranspiration systems.

(3) Sewer lines and sewer mains may be located in roadways and on steep slopes if the lines and mains are safeguarded against damage.

(4) Down-gradient of the sealed component, other component, or drainfield/sand mound.

(5) A waiver of this requirement may be granted by the department pursuant to ARM 17.36.601.

History: 76-4-104, MCA; IMP, 76-4-104, MCA; NEW, 2000 MAR p. 3371, Eff. 12/8/00.

Home  |   Search  |   About Us  |   Contact Us  |   Help  |   Disclaimer  |   Privacy & Security