HomeMy WebLinkAbout83-1046 - Site Sewage Plan9.Z5
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DESIGN DATA
DAILY FLOW: 3 BEDROOMS X 110 GPD/BDRM = 330 GPD
SEPTIC TANK: 330 GPD X 150% = 495 GPD
USE: 1000 GALLON PRECAST SEPTIC TANK
LEACHING FACILITY:
USE: (2) 4- X 8' EL0WI)=SORS W/3' OF SIONE
CAPACITY: 373.6 GPD
GENERAL NOTES
I- ALL PIPE TO BE 4" DIA. SCH 40 PVC.
2.ALL SIONE MUST BE WASHED AND FREE FROM IRON, FINES
AND DUST IN PLACE.
3.PIPE To BE LAID 1= FOR 2' OUT OF DISTRIBUTION
BOX.
4- REMOVE ANY E14PERVIOUS MATERIAL FROM WITHIN A 10'
RADIUS AND 4' BELOW THE LEACHING FACILITY AND REPLACE
WITH CLEAN MEDIUM SAND_
5. SUBSURFACE SEWAGE DISPOSAL SYSTEM IS NOT DESIGNED
FOR THE USE OF A GARBAGE DISPOSAL.
6. CONIRACIOR TO BE RESPONSIBLE MR THE LOCATIONS
OF ALL UTII.TTIES, UNDERGROUND AND ABOVE, PRIOR TO
EXCAVATION OR CONSTRUCTION.
7. INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYS=
70 BE INSPECTED AND CERTIFIED BY THE DESIGN RJSnqEER-
8. IF LEACHING FAC11= FAILS, IT IS TO BE REMWED
ALONG WITH ALL CDNTAMIICIATED SOILS, AND REPLACED
IN THE SAME LOCATION.
WATERPROOFINGSPECIFICATIONS
1. ALL EXTERIOR WALLS TO BE WATERPROOFED FROM THE
THE FOOTING TO FINISHED GRADE.
2. ALL INTERIOR WALLS TO BE WATERPROOFED'FROM
FROM FuoTiir;:To TOP OF WALL.
3. WATERPROOFING To BE EITHER ASPHALT CONTMR=S TO
ASTM D449, TYPE A, OR COAL TAR PITCH MNEORMINS,
TO ASTM D450, TYPE B, TO BE APPLIED TO A -
THICKNESS OF 6 MIL WHEN DRY.
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SECTION B -B
SECTION A- A
ST -1000 DB -5
PRECASTS-PTIC TANK - 1000 GALLONS PRECAST DISTRIBUTION BOX: 5 OUTLET
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