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Agenda - 05-26-2015 - C-2
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Agenda - 05-26-2015 - C-2
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5/26/2015 9:12:19 AM
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5/18/2015 2:40:09 PM
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BOCC
Date
5/26/2015
Meeting Type
Public Hearing
Document Type
Agenda
Agenda Item
C-2
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Agenda - 05-26-2015 - Agenda
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\Board of County Commissioners\BOCC Agendas\2010's\2015\Agenda - 05-26-2015 - Quarterly Public Hearing
Minutes 05-26-2015
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\Board of County Commissioners\Minutes - Approved\2010's\2015
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209 <br />Conventional Septic System Area Computation <br />Client Name: <br />Number Bedrooms: <br />Design Flow (gal /day): <br />LTAR (gal /day /ft) <br />Trench Bottom Area (ft): <br />Trench Width (ft): <br />On- center distance between trenches (ft): <br />Trench Bottom Length (ft): <br />Minimum Field Area Required (ft): <br />Minimum Field Area Required (Innovative) (ft) <br />Total Field Area Required (ft)('): <br />Total Field Area Required (Innovative) (ft)('): <br />Total Field Area Required (ft)('): <br />Total Field Area Required (Innovative) (ft)('): <br />Ennis <br />Created by: JV <br />Created on: 6/20/2001 <br />Updated on: 1/12/2014 <br />3 <br />360 (120 gal /day /bedroom, minimum 240 gal /day /dwelling) <br />0.1 <br />3600 (Design flow /LTAR) <br />3 <br />9 <br />1200 <br />10800 (Trench Bottom Length'Trench on- center distance) <br />8100 (25% reduction from above) <br />27000 (Minimum field area'2.5) <br />20250 (25% reduction from above) <br />32400 (Minimum field area'3) <br />24300 (25% reduction from above) <br />(1) Provides for reserve area and soil irregularity, 2.5 to 3 is multiplier. <br />Client Name: Ennis <br />Number Bedrooms: <br />Design Flow (gal /day): <br />LTAR (gal /day /ft) <br />Trench Bottom Area (ft): <br />Trench Width (ft): <br />On- center distance between trenches (ft): <br />Trench Bottom Length (ft): <br />Minimum Field Area Required (ft): <br />Minimum Field Area Required (Innovative) (ft) <br />Total Field Area Required (ft)('): <br />Total Field Area Required (Innovative) (ft)('): <br />Total Field Area Required (ft)('): <br />Total Field Area Required (Innovative) (ft)('): <br />3 <br />360 (120 gal /day /bedroom, minimum 240 gal /day /dwelling) <br />0.4 <br />900 (Design flow /LTAR) <br />3 <br />9 <br />300 <br />2700 (Trench Bottom Length'Trench on- center distance) <br />2025 (25% reduction from above) <br />6750 (Minimum field area'2.5) <br />5062.5 (25% reduction from above) <br />8100 (Minimum field area'3) <br />6075 (25% reduction from above) <br />(1) Provides for reserve area and soil irregularity, 2.5 to 3 is multiplier. <br />Client Name: Ennis <br />Number Bedrooms: <br />Design Flow (gal /day): <br />LTAR (gal /day /ft) <br />Trench Bottom Area (ft): <br />Trench Width (ft): <br />On- center distance between trenches (ft): <br />Trench Bottom Length (ft): <br />Minimum Field Area Required (ft): <br />Minimum Field Area Required (Innovative) (ft) <br />Total Field Area Required (ft)('): <br />Total Field Area Required (Innovative) (ft)('): <br />Total Field Area Required (ft)('): <br />Total Field Area Required (Innovative) (ft)('): <br />3 <br />360 (120 gal /day /bedroom, minimum 240 gal /day /dwelling) <br />0.25 <br />1440 (Design flow /LTAR) <br />3 <br />9 <br />480 <br />4320 (Trench Bottom Length'Trench on- center distance) <br />3240 (25% reduction from above) <br />10800 (Minimum field area'2.5) <br />8100 (25% reduction from above) <br />12960 (Minimum field area'3) <br />9720 (25% reduction from above) <br />(1) Provides for reserve area and soil irregularity, 2.5 to 3 is multiplier. <br />
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