HomeMy WebLinkAboutSite PlanWASTEWATER TREATMENT SYSTEM COMPONENT LIST
A. SEWER LINE
4"0 UNPERFORATED PLASTIC ASTM STANDARD D 3034 OR BETTER. GRADE
AT 2% OR GREATER (NO MORE THAT 4% WITHIN 5 FEET OF SEPTIC TANK
INLET). BED IN LOOSE GRANULAR MATERIAL, FREE OF STONES, CLODS,
FROZEN SOIL, OR OTHER DELETERIOUS MATERIAL.
B. SEPTIC TANK
1000 GALLON CAPACITY w/ 500 GALLON (MIN.) 1st COMPARTMENT. MUST BE
BE LISTED ON THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND
ENVIRONMENT WATER QUALITY CONTROL DIVISION'S 'ACCEPTED SEPTIC
TANKS FOR USE IN COLORADO ON-SITE WASTEWATER TREATMENT
SYSTEMS' DATED 1/3/2019. PROVIDE TUF-TITE EF -4 (OR EQUAL) EFFLUENT
FILTER. INSTALL PER MANUFACTURER'S SPECIFICATIONS.
C. DISTRIBUTION BOX
OUTLET INVERTS AT LEAST 1" LOWER THAN INLET INVERT. PROVIDE ACCESS
WITH MANHOLE RISER AND LID TO SOIL SURFACE.
D. SOIL TREATMENT AREA
FOUR ROWS OF 16 ADS BIODIFFUSER CHAMBERS, OR PER THE FOLLOWING
TABLE:
Latera s may not exceed 100 feet in length [CCR 43.10.E.2.c]
Bed width may not exceed 12 feet. [CCR 43.10,F,2,a)
E. INSPECTION PORT
4"0 VERTICAL PLASTIC PIPE TO BOTTOM OF TRENCH. PERFORATE BOTTOM
12 INCHES. PROVIDE THREADED CAP AT TOP.
VICINITY MAP
1" = 50'-0"
CASE EFFLUENT LINE 5'
MIN. EACH DIRECTION
AWAY FROM THE WATER
SUPPLY LINE CROSSING.
TO
NEIGHBORING
PROPERTIES
WATER
SUPPLY —y
LINE
]
[
13'-1"t
5' 0" MIN.
CLEANOUT
HOUSE
(3 BEDROOMS)
WATER WELL 100'
OFFSET LINE
WATER SUPPLY LINE
EXISTING OUTBUILDINGS
WATER SUPPLY
25' OFFSET LINE
PERK TEST #3
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RTY BOUNDARY
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A
D
PERK TEST #1 PERK TEST #2
PROFILE HOLE #2
PROPERTY BOUNDARY 10' OFFSET LINE
1" = 20'-0"
•
WATER WELL
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BROWN SILTY
CLAY LOAM
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PROFILE HOLES
PROFILE HOLE #2
8.8% GROUND SLOPE
AdaNtik
• INFILTRATIVE SURFACE
12' - 0" PERC. RATE = 52 MIN./IN.
CHAMBER CHAMBER
MAXIMUM
SOIL TREATMENT BED
1/2" = 1'-0"
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NUMBER OF CHAMBERS PER ROW
NUMBER OF ROWS IN SOIL TREATMENT AREA
1
2
3
4
5
6
7
CHAMBER
MAKE & MODEL
INFILTRATOR
QUICK 4 PLUS
EFFECTIVE CHAMBER WIDTH (INCH) = 34
EFFECTIVE CHAMBER LENGTH (INCH) = 48
MINIMUM TOTAL CHAMBER LENGTH (FEET) = 381
--
–
--
24
--
--
ADS
BIODIFFUSER
EFFECTIVE CHAMBER WIDTH (INCH) = 34
EFFECTIVE CHAMBER LENGTH (INCH) = 75–
MINIMUM TOTAL CHAMBER LENGTH (FEET) = 381
Latera s may not exceed 100 feet in length [CCR 43.10.E.2.c]
Bed width may not exceed 12 feet. [CCR 43.10,F,2,a)
E. INSPECTION PORT
4"0 VERTICAL PLASTIC PIPE TO BOTTOM OF TRENCH. PERFORATE BOTTOM
12 INCHES. PROVIDE THREADED CAP AT TOP.
VICINITY MAP
1" = 50'-0"
CASE EFFLUENT LINE 5'
MIN. EACH DIRECTION
AWAY FROM THE WATER
SUPPLY LINE CROSSING.
TO
NEIGHBORING
PROPERTIES
WATER
SUPPLY —y
LINE
]
[
13'-1"t
5' 0" MIN.
CLEANOUT
HOUSE
(3 BEDROOMS)
WATER WELL 100'
OFFSET LINE
WATER SUPPLY LINE
EXISTING OUTBUILDINGS
WATER SUPPLY
25' OFFSET LINE
PERK TEST #3
PROFILE HOLE Al
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RTY BOUNDARY
0
0
a
A
D
PERK TEST #1 PERK TEST #2
PROFILE HOLE #2
PROPERTY BOUNDARY 10' OFFSET LINE
1" = 20'-0"
•
WATER WELL
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TYPE 3
BROWN SILTY
CLAY LOAM
TYPE 3
PROFILE HOLES
PROFILE HOLE #2
8.8% GROUND SLOPE
AdaNtik
• INFILTRATIVE SURFACE
12' - 0" PERC. RATE = 52 MIN./IN.
CHAMBER CHAMBER
MAXIMUM
SOIL TREATMENT BED
1/2" = 1'-0"
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