HomeMy WebLinkAboutOWTS Inspection ReportInspection Report OWTS
Designed by Matt M Provost Permit # SEPT-06-15-3669 Date 7/7/2015
Location: 3154 CR 115
Owner: TruLove
OWTS Design Worksheet:
I. Septic Tank Size. 2 or 3 Bedrooms 1000 Gallon
II. Design Flow Table 6-1. 3 Bed 450
III. Soil Evaluation- Soil type. Type 1
Profile Hole Notes 2.5” average
Ave. Perc. Rate. 12
Long Term Acceptance Rate (LTAR) Table 10-1. .8
IV. Determine Soil Treatment Area (STA):
STA = Design Flow (Gal/day) / LTAR (Gal/day/sq.ft.) 450 / .80
= Square feet = 563
V. Size Adjustment Factors- Methods of Application and Types of Distribution Table 10-2 and Table 10-3.
Trench ☒
Bed ☐
Chambers ☐
Other options Click here to enter text.
Design Treatment Area = STA sq.ft. x Application Factor x Storage/Distribution Factor.
Design Treatment Area sq.ft x.7 x 563= 395
VI. Number of Chambers.
Design Treatment Area sq.ft. / Square foot per chamber
395 / 12
Number of chambers = 33 units 12 square feet/ 27 units 15 square feet
General Notes and Directions to Installer: Call if using a bed system