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DESIGN CAL CULA ROOMS
STANDARD /NFXTRATOR CHAMBER (TYPICAL) Design percolation rate T = 20 inufes per inch
3 INCH DIAMETER SOLO PVC MANIFOLD PIPE Number of bedrooms = 3
Max/mum daily Flow = Qmax
4INCH DIAMETER SOLID PVC Qmax = 3 bdrms x 2 ersonsAdrm x 75 gallons/person/day x 15OZ .
FROM BUILDING Qmax = 675 gp d
SEPTIC TANK
V = Qmax/24hrs x 19hrs
} V = 844 gallons /
ExIsnNG GROUND SURFACE Use 1000 gallon, two compartment precast concrete' tank by Cop/and Concrete or equivalent ✓
ABSORPTION AREA
A= Qmax5xVT
DELI�Ry PIPE A = 675155 x 1/20 = 04 s f. plus 40 percent increase for an automatic washing machine.
3 1N
DIAMETER SOLID P� Amax = 845.2 s f.
CH
Standard Infiltrator Chamber System in a trench configuration with an allowed 50 percent
reduction in the absorption Tea is recommended.
Areduced = 422.6 s f.
500 GALLON DOSING AND PUMP CHAMBER
Surface area of one Infiltrator Chamber = 18.75 s. f. v�r �`
Use 23 Infiltrator Chambers in two trenches w th 12 and 11 /nfiltr ors in each trench respective/y.
1000 GALLON Two COMPARTMENT 0�CTION Ol V A — A
WATER TIGHT CONCRETE SEPTIC TANK not to scale
PRESSURE D/STR/BUT10N SYSTEM �
op
Due to the location of the /eachfield area on a higher ground than the location of the septic tank, -
an electric pump will be used to distribute the septic system effluent into the /eachf/e/d.
Two inch laterals will be suspended at the top of the Standard Infiltrator Chambers with plastic
pipe hangers with holes oriented to spray upward off centerline.
CID� Pump Selection -
PROPERTY LINE A pump capable of delivering at least 60 gpm a ainst 16.3 feet of head is required. A V Q
I
Pump Operation � � __j �
-
- i The pump shall be installed in a separate 500 gallon concrete tank. The pump shall be -IZZ
equipped with three switches. One for the High Water Alarm, one for the Start Level Control Switch,
:-o and one for the Shutt —Off Level Control Switch.OD
N� ���
LU Co
LO
o
93 '
TIE TO PROPERTY
O N N
OPERTY � O O NOTES:
The building sewer line from the house to the septic tank shall have a maximum slope of 114 inch per
o ' ' I foot. Bends in the building sewer shall be limited to, 45 degrees.Cj
La
^
2 STORY 4 ' f 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8
oLOG HOME I l ' inches of the finished grade, for inspection and cleaning.
3 FINISH FLOOR ELEV. v t I I I
996.3 3. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the
1 I ' trenches shall be a minimum of six (6) feet.
J / i 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing.
COVER
PORCH I I J
' 1 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers o
runuTY POLE
I recommendations. rn
WELL
\ I I 6. Backfill the sidewall area with native on —site soil for proper support.
/-1 I 00 i
/ I I ' ,
� 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. � �
EAST TOP BANK
OF ROCK CREEK 1? I I /
w 0 O a
a ' ' 8. Avoid vehicle traffic over the system. U 0 v
OLD SEPTIC TANK OPO /
� � 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, � x ,
' Chapter 4, Individual Sewage Disposal Systems U
STANDARD 1NFIL7RAT0R CHAMBER
a
c P ' (T)PICAL) 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. C 00
2 INCH DIAMETER LATERAL WITH 0 Ln CO
/ . I 114 INCH HOLES PERFORA T ED ON
eRlp '! I THE TOP OF THE PIPE AT 30 INCH IN VALS ` 0)
F / ' PERGOLA TION TEST RESULTS
O 03
Pero o Perc No. 3 V m ao
eerc No. 1 N . 2 . ,
17 minutes per inch 20.8 minutes per incf 17 minutes per inch C;.-.
O
60
l • • Average percolation rate recommended for design T = 20 minutes per inch. �- rn
1000 GALLON TWO COMPARTMENT `ti W
CONCRETE SEPTIC TANK PROFXE
5�0 G LLON DOSING AND PUMP CHAMBER C/Y /Pi
�' y
FLOWLINE
PERCOIA TION HOLE OF IRRIGATION DITCH PROFILE HOLE r
1 /
� O L / � �. (TYPICAL)
F4/pF / _ with troot0 feet Topsoil, sandy,
994 -- _ _�' %j"p/,o� P3 / S6 / 1.0 to 8.0 feet Brown, slightly
996 clayey, gravelly Sand with �I
- — / / /
occasions/ cobbles. L
No Groundw�r Encountered ,
TOP VIEW998
3 INCH DIAM. AN/FOLD /
V. r140
4"
NOTE:
/ TOPOGRAPHICAL SURVEY INFORMATION PROZIDED BY SCARROW & WALKER INCORPORATED,
co REGISTERED LAND SURVEYORS DATE OF SURVEY AUGUST, 1995. PER SURVEYORS NOTES, \,.�"`"""�����""""'�
0 0 CO o N S SHOWN ON THE PLAN ARE BASED ON AN ASSUMED ELEVATION OF 770. 4 �.`00 TR0%�,,
0 0 00 •- N ^ THE ELEVATIONS 'o��•.QerRo`�
Z-0
AT THE CONCRETE C.D. 0. T. ROW MARKER.
5r u � -2�-a_ f 29526 : Cc _