HomeMy WebLinkAbout19 Bass River Parkway - Proposed Septic Design 2BASS R/VER PARKWA Y
J 9.3
LEGEND:
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR ----GO----
FINAL SPOT ELEVATION
FINAL CONTOUR Qv
SOIL TEST LOCATION
UTILITY POLE ca�
TOWN WATER -W-.�W
CATCH BASIN �0j
GAS LINEC G
CESSPOOL
CLEANOUT C.O.
TOP OF FOUNDATION
HORIZ
SOIL
COLOR
SOIL 9.5
10 FT. MINIMUM
TEST 1
CLEAN SAND
TEST 2
/I
/
24" HDCI MANHOLL
INSPECTION PORT
3-10
E
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
B
LOAMY SAND 10YR4/6
MIN. PITCH 1/8" PER FT.
2" LAYER OF
-
10YR4/6
MEDIUM SAND 2.5Y7/6
1/8" TO 1/2-
rn
C
-_-
1293 MAX. WASHED STONE VENT
WITHIN 6" OF FINISHED GRADE.
8.6
3 ALL COMPONENTS OF THE SANITARY SYSTEM
10.68 MIN. REQUIRED
FLOOD ELEV. 11.00_
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
T
Z
8.5
FLOW LINE � -
m =
9.93 ELEV. -10.00----
.
ELEV.10.75 _
r
VENT
\.3
+\94
ELEV. _
/ 6" SUMP ELEV. 9.43 _
ELEV. _ _ Q��_
o 0 ELEV. LINER
_E4 _
BGA EV
DISTRIBUTION
D. BOX
LIQUID
OUTLET
'^ BOX - 9.43HIGH
CAPACITY INRLTRATORS WTH STONE z_ 8
4 FEET
TEE
14 INCHES
(TO BE PLACED ON FIRM BaSE) TO BE WATER TESTED
IN AN 11' 80' 10 " TRENCH FO4MA77ON •27 ELEV. _ _
LEGEND:
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR ----GO----
FINAL SPOT ELEVATION
FINAL CONTOUR Qv
SOIL TEST LOCATION
UTILITY POLE ca�
TOWN WATER -W-.�W
CATCH BASIN �0j
GAS LINEC G
CESSPOOL
CLEANOUT C.O.
TOP OF FOUNDATION
HORIZ
1.
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
COLOR
1242
ELEV. _ _--
10 FT. MINIMUM
0-3
CLEAN SAND
LOAMY SAND
10184/2
24" HDCI MANHOLL
INSPECTION PORT
3-10
E
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
B
LOAMY SAND 10YR4/6
MIN. PITCH 1/8" PER FT.
2" LAYER OF
-
10YR4/6
MEDIUM SAND 2.5Y7/6
1/8" TO 1/2-
1.67*
C
-_-
1293 MAX. WASHED STONE VENT
WITHIN 6" OF FINISHED GRADE.
4" CAST IRON PIPE
3 ALL COMPONENTS OF THE SANITARY SYSTEM
10.68 MIN. REQUIRED
FLOOD ELEV. 11.00_
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
T
Z
FLOW LINE � -
m =
9.93 ELEV. -10.00----
SLAB ELEV. 11-5-
ELEV.10.75 _
10"
MIN. 2
`ELEV. = 10• LEVEL
e 3. 10. 0 8.80 40 ML VINYL
ELEV. _
/ 6" SUMP ELEV. 9.43 _
ELEV. _ _ Q��_
o 0 ELEV. LINER
_E4 _
BGA EV
DISTRIBUTION
ELEV. _
LIQUID
OUTLET
'^ BOX - 9.43HIGH
CAPACITY INRLTRATORS WTH STONE z_ 8
4 FEET
TEE
14 INCHES
(TO BE PLACED ON FIRM BaSE) TO BE WATER TESTED
IN AN 11' 80' 10 " TRENCH FO4MA77ON •27 ELEV. _ _
5 FEET
6 FEET
19 INCHES
24 INCHES
1500 GAl LO�i IF MORE THAN ONE OUTLET
(TO BE PLACED ON FIRM BASE)
WELL MIW 29
SOIL ABSORPTION A
7 FEET
8 FEET
29 INCHES
34 INCHES
SEPTIC - TANK 3/4" TO 1 1/2" CLEAN
ZONE
INDEX 8.0 504)
SYSTEM
(H-20) DOUBLE WASHED STONE
FREE OF FINES & SILT
SSAS)
1 ADJUST 1.50 _
(H-2 /
USGS PROBABLE WATER TABLE ELEV. _ - 3.33
c
SEWAGE DISPOSAL STEM PROFILE
OBSERVED WATER TABLE (6/21/04) ELEV. =_1.133-_
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. = -=QM-
SOIL TEST'
DESIGN CALCULATIONS
'
24_
DATE OF SOIL TEST JUNE_ 2G,04
5
SOIL TEST DONE BY SWEETSERENGINEERING
NUMBER OF BEDROOMS _ _
WITNESSED BY _@Sz_MLJKV�fY ____ -
GARBAGE DISPOSAL UNIT
�V��7Gpf�,r �
ry ELEV.=_ 950_ 08smVAi1ON HOLE 2 ELEV.--9.5G
'
TOTAL ESTIMATED FLOW
Q GA X _.aACI BR.). _110- GAL./DAY
nrenn•n^M CA=
e 2 ulm /WCH
TAY
REQUIRED SEPTIC TANK CAPACITY _1149_ GAL.
t,T 72INCHES PERCOLATION RATE -_<_-2-- MIN./INCH IN C HORIZON IR SEPTIC
_ f
8.
.3 LIMIT OF 5' GARPGE 50
40 A{L. VINYL RDIG11
LIFTER.
20.00.
1500 GALLON �1
tSEP C'TANK
" (8) 8.1
• '8.4
-" ,; PROP BEORpO
18.0
,-ry-
' 1
1
_ 5` 1
/ 1
o Y ; 7:4�� 1
e
J 1$I��u ).�lon 8.4
8.6 PgOXZ4
COHC APRON >�
1 � 20.0 '• 8
r'1.9 t
LOT J
u
20,605 f S.F.
7.4
'JF�KCtl 4P✓i '
Q1+C bCClW
s
r-- STREET
1�ttR/ VE I
1f
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-3
A
LOAMY SAND
10184/2
NO
E
3-10
E
LOAMY SAND
10YR5/1
B
LOAMY SAND 10YR4/6
10-28
B
LOAMY SAND
10YR4/6
MEDIUM SAND 2.5Y7/6
FOR THE
28-120
C
MEDIUM SAND
2.5Y7/6
WITHIN 6" OF FINISHED GRADE.
WATER ENCOUNTERED AT _ '132"_ ELEV. = _ 1-93-
DEPTH
HORIZ
TEXTURE COLOR
MOTT, I
OTHER
0-2
A
LOAMY SAND 10YR4/2
NO
778.33 SO. FT.
2-9
E
LOAMY SAND 10YR5/1
37.94 GAL.JDAY
778.33 X 0.74
9-27
B
LOAMY SAND 10YR4/6
NOTES:
27-120
C
MEDIUM SAND 2.5Y7/6
FOR THE
SUBSURFACE DISPOSAL OF SEWAGE.
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
SOIL CLASSIFICATION
J.__
DESIGN PERCOLATION RATE
i