§905.ILLUSTRATION H. Subsurface Seepage System Size Determination  


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  • Section 905.APPENDIX A   Illustrations and Exhibits

     

    Section 905.ILLUSTRATION H   Subsurface Seepage System Size Determination

     

    Section 905.EXHIBIT A   Gravel System

     

    Time (minutes) required for last 6 inches of water to fall

    FOR RESIDENTIAL USE Required Absorption Area (sq ft)/bedroom)

    FOR INSTITUTIONAL OR COMMERCIAL USE Allowable application rate (GPD/sq ft) (5)

    Recommended depth from bottom of the trench to the limiting layer

    18 - 60

    200

    1.0

     

    90

    210

    .95

    3 feet

    120

    235

    .85

     

    150

    265

    .75

     

    180

    290

    .69

     

    240

    320

    .62

     

    300

    350

    .57

    2 feet

    360

    385

    .52

     

    NOTE:

    1.

    Absorption area is figured as trench bottom area in absorption trenches and bottom area in seepage beds.

    2.

    Seepage beds require 1½ times the seepage field absorption area specified.

    3.

    Over 360 is unsuitable for subsurface seepage systems.

    4.

    Under 18 is unsuitable for subsurface seepage systems.

    5.

    Divide the required total gallons per day by this number to get the number of square feet required

     

    (Source: Amended at 20 Ill. Reg. 2431, effective March 15, 1996)


    Section 905.APPENDIX A   Illustrations and Exhibits

     

    Section 905.ILLUSTRATION H   Subsurface Seepage System Size Determination

     

    Section 905.EXHIBIT B   Gravelless System

     

    Time (minutes) required for last 6 inches of water to fall

    FOR RESIDENTIAL USE Required Absorption Area (sq ft)/bedroom)

    FOR INSTITUTIONAL OR COMMERCIAL USE Allowable application rate (GPD/sq ft) (5)

    Recommended depth from bottom of the trench to the limiting layer

     

    8 inch

    10 inch

    8 inch

    10 inch

     

    18 – 60

    100

    70

    2.00

    3.00

     

    90

    105

    70

    1.90

    2.86

    3 feet

    120

    120

    80

    1.66

    2.50

     

    150

    135

    90

    1.48

    2.22

     

    180

    145

    100

    1.38

    2.00

     

    240

    160

    110

    1.25

    1.82

     

    300

    175

    120

    1.14

    1.66

    2 feet

    360

    195

    130

    1.0

    1.54

     

    NOTE:

    1.

    Over 360 is unsuitable for subsurface seepage systems.

    2.

    Under 18 is unsuitable for subsurface seepage systems.

    3.

    Divide the required total gallons per day by this number to get the number of lineal feet required.

     

    (Source: Amended at 20 Ill. Reg. 2431, effective March 15, 1996)