HomeMy WebLinkAbout42 Hazelmoor Road - Site & SewageL..o�T�o,�1 MSP
4'
ST - 1 500
PRECAST SEPTIC TANK- 1500 GALLONS
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PRECAST DISTRIBUTION BOX: 5 OUTLET
CLEANOUT & INSPECTION LID (OPTIONAL)
2'- 9..
4" DIA. r^
2'h„ r4 3,. r2..
fi LL' 8 j6"
FLOW J
LINE I-3" -I 1-2'/i'
K -O's FOR BED VIEW B -B
INSTAI.LATION
VIEW A -A
FLOWDIF"FUSOR®
FD4X8-L
PRECAST LEACHING CHAMBER
17.0
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DESIGN DATA
DAILY FLAW:
MAIN HOUSE — (4) BEDROOMS
IN—LAW APAiii M: (1) BEDROOMS
(3) BEDROOMS X 110 GPD/BDRM = 55Q GPD
SEPTIC TANK: 55C GPD X 150% =157-5 GPD
USE: 1500 GALLON PRECAST,SEPTIC TANK
LEACHING FACILITY:
USE: (3) 4' X 8' FLOWDIFFUSORS w/4' OF STONE
CAPACITY: �c,ZGPD
GENERAL NOTES
1. ALL PIPES TO BE 4" DIA. SCH 40 PVC.
2. ALL STONE MUST BE WASHED AND FREE FROM IRON, FINES
DUST IN PLACE.
3. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX.
4. REMOVE ANY IMPERVIOUS 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
USE OF A GARBAGE DISPOSAL.
6. INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM TO
BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER.
7. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATIONS OF
ALL UTILITIES, UNDERGROUND AND ABOVE, PRIOR TO
EXCAVATION OR CONSTRUCTION.
8. ROOF RUN-OFF TO BE COLLECTED IN GUTTERS AND PIPED TO
DRYWELLS.
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DESIGN:..
DRAWN:
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FILE #: &- 0-15
DWNG#:..5 -- '.
r
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IU
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fid
/-5�5' DI0. OUTLETS
�Z..�L2X
O � 15•
7f --
7•L
5' DIA
INET.
DB -5
PRECAST DISTRIBUTION BOX: 5 OUTLET
CLEANOUT & INSPECTION LID (OPTIONAL)
2'- 9..
4" DIA. r^
2'h„ r4 3,. r2..
fi LL' 8 j6"
FLOW J
LINE I-3" -I 1-2'/i'
K -O's FOR BED VIEW B -B
INSTAI.LATION
VIEW A -A
FLOWDIF"FUSOR®
FD4X8-L
PRECAST LEACHING CHAMBER
17.0
, i -c_ �.., nauns.
IIA{'
LI �� Av I:���I�r�l, rin,XiN,LIM
.,-rte �. �F , � � - �_ I _r�J. !;, • ��=
1
DESIGN DATA
DAILY FLAW:
MAIN HOUSE — (4) BEDROOMS
IN—LAW APAiii M: (1) BEDROOMS
(3) BEDROOMS X 110 GPD/BDRM = 55Q GPD
SEPTIC TANK: 55C GPD X 150% =157-5 GPD
USE: 1500 GALLON PRECAST,SEPTIC TANK
LEACHING FACILITY:
USE: (3) 4' X 8' FLOWDIFFUSORS w/4' OF STONE
CAPACITY: �c,ZGPD
GENERAL NOTES
1. ALL PIPES TO BE 4" DIA. SCH 40 PVC.
2. ALL STONE MUST BE WASHED AND FREE FROM IRON, FINES
DUST IN PLACE.
3. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX.
4. REMOVE ANY IMPERVIOUS 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
USE OF A GARBAGE DISPOSAL.
6. INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM TO
BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER.
7. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATIONS OF
ALL UTILITIES, UNDERGROUND AND ABOVE, PRIOR TO
EXCAVATION OR CONSTRUCTION.
8. ROOF RUN-OFF TO BE COLLECTED IN GUTTERS AND PIPED TO
DRYWELLS.
'qx' �l IAC'
I
0
Y
U
I_
f" U
4 t
� r
4 O
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F I
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6 �
pp 11 a
4
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— � W
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x, U
Q
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_, �HpSETiS y w
J � Z
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dp ;>
> ° tea',
1 s w N
��•�
xw r a a
in �•`_—'n y vil Z
• e° J
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'vo 13 ¢
oli
1
1
J
Q
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• r CD D
M F
am U
co,O O
L
°u cc
T J
N
Pm�?�� 1• ( V
i. cl J
'cc z - CC Q.
W Z
0- W W O
"
~ E 0 OO wLL
o
z cr
. Q a
06 r W O
O LL
(n cn o(y
Z 2 (51 N...
Q Q Z 0
J^ L
N ._,,
a
DESIGN:..
DRAWN:
CHECK:'
FILE #: &- 0-15
DWNG#:..5 -- '.