HomeMy WebLinkAbout2 Virginia Street Proposed Septic Design 2BENCIBIARK
TOP OF FOUNDATION
ELEV. = 100_00 �
(ASSUMED)
PLUMBING
TO BE RAISED
AND RE -PIPED BY
LICENSED PLUMBER
AS NEEDED
4" CAST IRON PIPE
T
PITCH EQUAL) I
1/4PERFT..
r 11
-ELEV.
ELEV.
6.5' f
20 FT. MINIMUM FROM CELLAR
FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
(- MIN. PITCH 1/8" PER FT.
CLEAN SAND
LOAM AND SEED
2• LAYER OF
1/8- TO 1/2-
/ ^ \
WASHED STONE VENT
NOT REQUIRED
�L
HORIZ
°
COLOR
—M—OTT.
OTHER
0-
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rn
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/P-TMIN.
10"
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_
Lagn�yS+�ur
00013❑O❑130❑CI
38-
LEGEND:
ELEV.=
� LEVOEL /
Oil`
EXISTING SPOT ELEVATION Y0.0
❑0013❑❑❑❑00G
°
EXISTING CONTOUR----OC----
FINAL SPOT ELEVATIONU-151
GAS
ELEV. _
FINAL CONTOUR --CMF—
TP
SOIL TEST LOCATION 0
UTILITY POLE cn.)
TOWN WATER —W�W
CATCH BASIN
°
00000000000
GAS LINE G —
CP
o
CESSPOOL
CLEANOUT — -ems C.O.
o
❑ ❑ ❑ 0 000 ❑ ❑ ❑ ❑
6.5' f
20 FT. MINIMUM FROM CELLAR
FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
(- MIN. PITCH 1/8" PER FT.
CLEAN SAND
LOAM AND SEED
2• LAYER OF
1/8- TO 1/2-
/ ^ \
WASHED STONE VENT
NOT REQUIRED
�L
HORIZ
FLOW LINE
COLOR
—M—OTT.
OTHER
0-
�.
rn
w�
/P-TMIN.
10"
"1<L�j X11
_
Lagn�yS+�ur
00013❑O❑130❑CI
38-
ELEV.=
� LEVOEL /
Oil`
3-7--
❑0013❑❑❑❑00G
°
GAS
ELEV. _
6" SUMP ELEV. J
BAFFLE
DISTRIBUTION
°
00000000000
0 2'
o
o
❑ ❑ ❑ 0 000 ❑ ❑ ❑ ❑
BOX
° e t
°
ELEV.
-
(TO BE PLACED
ON FIRM BASE)
TO BE WATER TESTED
/ � )
1500 GALLON
IF MORE THAN ONE OUTLET
500 GALLON D YWFLLS w7N STONE
�'
SEPTIC
TANK
(TO BE PLACED ON FIRM BASE)
IN AN ID' Y 7RENCy-fORMARON
WELL
3/4" TO i 1/2" CLEAN
SOIL ABSORPTION:
zoN X
IN
DOUBLE WASHED STONE
ADJUST
-
FREE OF FINES & SILT
- SYSTEM STEM SAS - -
SEWAGE
DISPOSAL SYSTEM PROFILE
uWA PROBABLE WATER TABLE ELEV.
_
NOT TO SCALE
OBSERVED WATER TABLE ( / / )ELEV,
BOTTOM OF TEST HOLE ELEV.
_ _
_ _-
VIRGINIA STREET
\98.4
/ 8 42' !�? } 98.2
s J
lb
98.6
9.1 /
.598.75 I �
7.9
\ S. 08 Q
�?}'iCy 8i 97.5 I S
.1.97.)3
98.62 dao
0 96.5 / it/()
\�()/ 0
100.6 97.0
-/96.6
• 96.6 /
366't
• 97.4 / 4. 295.22
\ 97.1
\ 94.2 — /' I
• 92.4 LOTS ti f
12,300 f S.F.
92.8 10020' I
O
ry--91,o_fs2�_
_� II
k 91.3
SOIL V
DATE OF SOIL TEST i
SOIL FEST DONE BY
WITNESSED BY PC, OBSERVATION HOLE 1 ELEV.- L
PERCOLATION RATE < 2 MIN-ANCH AT __ _ 112
DEPTH
HORIZ
TEXTURE
COLOR
—M—OTT.
OTHER
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