HomeMy WebLinkAboutSystem Design1,000 GALLON
2—COMPARTMEN
PLASTIC SEPTIC TANK
W/ EFFLUENT FILTER
3Sf10H 16100M3B c
10.3'
4.7'
TOP OF PIPE = 92.77
34.6'
38.7'
CLEANOUT 4" SCHD.40 PVC
FF HOUSE = 100.0' 0 2X MIN.
LEACH FIELD:
ARC 36 CHAMBER
INFILTRATOR UNITS (38 TOTAL).
TWO (2) TRENCHES W/
19 UNITS IN EACH TRENCH.
A. CALCULATIONS
1. PERCOLATION RATE = 22 MPI AVG. (TIMBERLINE ENGINEERING 10/6/15)
2. DESIGN FLOW = .3 BEDROOMS X 2 PEOPLE/BEDROOM X 75 X 1.5 = 675 GALLONS PER DAY
3 REQUIRED SEPTIC TANK CAPACITY = 675 X 1.25 = 844 GALLONS
USE ONE (1) — 1.000—GALLON, TWO—COMPARTMENT SEPTIC TANK
4. ABSORPTION AREA REQUIRED =
A = ( 675 / 5) * 22A1/2 = 633 SF
30X REDUCTION FOR TRENCH SYSTEM = 633 " 0.70 = 444 SF
5. ABSORPTION CHAMBER TRENCH INSTALLATION (ARC 36):
444 SF / 14.17 SF PER UNIT = 32 UNITS MIN. REQUIRED. 38 UNITS PROVIDED.
DRAWING 1�
SEPTIC SYSTEM
AS -BUILT
DATE
J
HULTQUIST
RESIDENCE
TBD 245 Road
GARFIELD COUNTY, COLORADO
INSPECTION PORT TYPICAL
NOT TO SCALE
TIMBERLINE ENGINEERING
P.O. Box 842 - CARBONDALE, CO.81623
`P/ F 970 963 9869 timberlineengineering@gmail.comj