HomeMy WebLinkAbout83-1219 - Septic Details & Profile15
FIRST FLOOR ELEVATION 8.91 PROPOSED GRADE HD C.I.COVER ® GRADE TYPICAL
- -- - -
- --
I ERfSTING -SOIL-PIPE
_i -_.__. e_ :. 1 i EXISTING 'GRADE � � �
5.12 j
i
I i C PVC C PVC ! 4 PVC - _ -
_ - - - _ -
50.026 { ¢0.020 ` ' 50.010 - - - -
5 - - 6.30 EST. -
PUMP DISCHA_R_ G..E_ --3- " -P.V._C_)_
_
4.71 4.36 5.22 4.94 436
H.D. C.I. PIPE - - - - - - - __ ---- -it
PROVIDE CONSTANT PITCH - -'
- TOWARD PUMP PIT FROM
10.0' i i i ! DISTRIEUTION BOX
MIN. I j
VERIFY EXISTING _SOIL PIPE ELEVATION AT L_____. __ ------f ---- -- -- -\OBSER
O' --'---BUILDING AND PROVIDE MINIMUM OF 2% ; z`PITCH IN PIPES UPSTREAM OF SEPTIC TANK I00 GALLON2 p VED HIGH GROUNDWATER I
ox ELEV 2.7
--DUAL PUMP PIT .
Z
I 1 ,� __ ---- - - - --- - _.. --- - 19,000 GALLON SEPTIC TANK
-5 . _. ----- - - -
42.2 9.3' 34.8'
i
)_
3"0 PVC FROM PUMP PIT '
PROPOSED GRADE 2 LEACHING FIELDS 100' X 60.5'
11 OUTLET DIST. BOX, 4"0 SCH40 PVC PERF. o 0.005
REO. 7.70
2 LEVEL SECTION - PROPOSED GRADE
2
_ __---_ - _ __. __ _ _-----_' __ _. 10:1 MAX. SLOPE
10 _,-. _. _. - - . _ - - 1 L _ . 7.20
4' PVC
S"0.010 i I
nn I
7.99 7.70 60.5' X 100' LEACHING FIELD 2 REQ. 6.70
$_---.___..__..__ '...-.�._ _ x-7,7 i77 '"-'-�r.T%>1•�%f;^x,7177 '�/-T ,T-> /7-717�i7777-/ _
f
s f NOTE:
70"
LIMIT OF SOILS REMOVAL IS 25 FEET LATERALLY IN ALL DIRECTIONS FROM THE -'-
_EXISIIAtG G6ADE-
PROPOSED LEACHING FIELDS (SEE SHEET 1) THE DEPTH OF REMOVAL VARIES
FROM SEVEN :TO TEN FEET FROM EXISTING GRADE. DEPTH I OF REMOVAL SHALL ' EXISTING
BE DETERMINED BY THE ENGINEER DURING FIELD INSPECTION OF THE EXCAVATION
PROCESS._...REMOVAL WILL EXTEND -THROUGH PEAT, _DEBRIS :AND -SANDS WITH. FINES
0
IN EXCESS 0F FOUR PERCENT BY WEIGHT. i
�� �' j i.'• �f , �� �� / j i' % / % i /, V �' ' �' % ' OBSERVED HIGH GROUNDWATER
j ELEV. 2.7
j I
1 *o0.0*,
I f
------ _.._-....
SEPTIC SYSTEM SECTION A- A
1 in. = 10 ft. HORT.
1 in. = 5 ft. VERT.
FIRST FLOOR ELEV. 8.90 PROPOSED GRADE
___-EXISANG BLDG. SEWER - - -_ - _ _
10 EXISTING GRADE HD C.I. COVER ® GRADE TYPICAL
5.12
j ---- -------� - -----------------
---- - -- - --- -- - - - - --
-------------------
4* PVC - __ - ----
I S-0.010 - s' PVC m 1 4. PVC 4 P� w
5.0.010 S"0.010 ..
�. .. _...
5 _.._._ 6.30 _- 6.12 b.87 5.69
5.44 5.22 4.94
H.D. C.L, PIPE - - - - -
�- - - -
1 10.0' i 1 4.94 -
i
MIN.
p- -- - - ---- --- - --- - ---- - - -
Ld
OBSERVED H GH
GROUNDWATER';
5000 GALLON 1500 GALLON ELEV. 2.7
GREASE TRAP 1 19,000 GALLON SEPTIC TANK
GREASE TRAP I
RESTAURANT
SEAT
35
330
11550
310 CMR 15.02
(13)
APARTMENT
BEDROOM
110
3
330
310 CMR 15.02
(13)
FISH MARKET
EM PL
15
2
1 30
310 CMR 15.02
(13)
PROCESS WATER
EST
150
1
1501
ESTIMATE
10 -
RESTAURANT - KITCHEN
I SEAT
15 1
330 1
495E[310
CMR
15.02 (13)
TOTAL FLOW X DET. TIME =
4950 GPD
X 1.0 DAYS
= 4950
GAL.
IUSE
5000
GALLON TANK
5 '
t
_
� L _ __ _
BOTTOM - 1.00
1 in. = 10 ft. HORT.
FIRST FLOOR ELEV. 8.90
�
H
0
Z
CN
_.
17.T
22.0` 9.3'
_ , -
I
�
Z
2" CURB STOP AND
BOX
LEA
LEACHING FACILITY
10 -
-----__--
- - - - - ... _ _ _ .. _
_.
o
0)
'
MARKET (APPROX. TOP OF FOUNDATION) 7.00 HD. C.I, COVER 0 GRADE (TYPICAL)
-
N
1�
Lo�
VERIFY EXISTING SOIL PIPE ELEVATION AT
W
LEACHING FIELD LEACHING
AREA
CAPACITY
4. Pte
w
W
Z
BUILDING AND PROVIDE MINIMUM OF 1
N0. LENGTH N( DEPTH SIDE
BOTTOM SIDE
BOTTOM
E
T
TOTAL
S-0.095
O
-
W
-
PITCH IN PIPES UPSTREAM OF GREASE TRAP
_. S-0.020 . _ ; _
` - t)
_...
5
W
U
w
w
T PVC TO LUCHNC FlELD 1
6.30
-
4.253.75
-
- 5.40 MH1 -
-
�
bj
-10
_ 27 100 60.5 0.5 NA
6050 NA
12100 1
12100
In
c)
N
I-
0
0
Ld
- -
- - - -- - - - . _ __ . � � � �.. .... ...� ...� P CO TION RAT=•
In. = 10 ft. HORT.
1 in. = 5 ft. VERT.
ER LA 2.0 MIN./IN. LEACHING RATE: SIDE - 0 GPD F.
BOTTOM - 1.00
1 in. = 10 ft. HORT.
FIRST FLOOR ELEV. 8.90
1 in. = 5 ft. VERT.
10
_.
-
-- _
_ , -
I
Z
2" CURB STOP AND
BOX
10 -
-----__--
- - - - - ... _ _ _ .. _
_.
'
MARKET (APPROX. TOP OF FOUNDATION) 7.00 HD. C.I, COVER 0 GRADE (TYPICAL)
-
N
1�
j
W
I
4. Pte
- - _ _ _
50.0 0
- --
4' PVC
- - - - - - - - - 2--H5 P-OLY- OR- SC-H40_P-
S-0.095
O
(_
4.36'
N.
5 -
_. S-0.020 . _ ; _
4' PYC
s"6.mo
_...
5
d
T PVC TO LUCHNC FlELD 1
6.30
-
4.253.75
-
- 5.40 MH1 -
-
�
bj
F
H.D. C.I. PIPE
4_66
4.00
4.41
J
o
I-
0
Ld
- -
-
LLJ
OC
I.
-
10.0'
__ . - _..._. - _ _ _
VERIFY INVERT AT EU."_CI ,G, PP.C`.",DE TWO FOOT OF COVER ON BUILDING SEWER
j
.Q
3
Q
MIN.
OBSERVED HIGH GROUNDWATER
O
N
Of
N
0
1000
GALLON PIT
ELEV. 2.7
�
MLJ
W
F-
x
o
SEPTIC PP2
i1DOD
2000 GALLON
3
OBSERVED HIGH GROUNDWATER
-5 -
TANK
GALLON
PUMP PIT
0'
ELEV. 2.7
12.6'
5.3' 56.9'
SEPTIC TANK
0
L.I_
W
p
�-
t
LSI
to�//�
s
17.3'
S.0'
vMII
VERIFY EXISTING SOIL PIPE ELEVATION AT
BUILDING AND PROVIDE MINIMUM OF i2%
W
PITCH; IN PIPES UPSTREAM OF SEPTIC TANK
-1p
-10
SEPTIC
SYSTEM
SECTION C-
C.
In. = 10 ft. HORT.
1 in. = 5 ft. VERT.
ER LA 2.0 MIN./IN. LEACHING RATE: SIDE - 0 GPD F.
BOTTOM - 1.00
Z
10 -
-
- - - - - ... _ _ _ .. _
_.
EXISTING FISH
MARKET (APPROX. TOP OF FOUNDATION) 7.00 HD. C.I, COVER 0 GRADE (TYPICAL)
N
1�
j
W
- - _ _ _
- - - - - - - - -VC
- --
4' PVC
- - - - - - - - - 2--H5 P-OLY- OR- SC-H40_P-
O
(_
N.
5 -
_. S-0.020 . _ ; _
4' PYC
s"6.mo
_...
K
d
-
4.253.75
-
- 5.40 MH1 -
-
�
bj
F
J
J
4.00
3.70 3.70 CONSTANT SLOPE TOWARD PUMP PIT
J
o
Q
0
Ld
E
r
LLJ
OC
z
-
- - - - .
__ . - _..._. - _ _ _
VERIFY INVERT AT EU."_CI ,G, PP.C`.",DE TWO FOOT OF COVER ON BUILDING SEWER
j
.Q
3
Q
PUMP AT BUILC N; AND 2 MIN. PITCH TO SEPTIC TANK.
OBSERVED HIGH GROUNDWATER
O
N
Of
N
1000
GALLON PIT
ELEV. 2.7
�
MLJ
W
F-
x
o
SEPTIC PP2
V)Q
o
3
m
o
-5 -
TANK
U
0'
d
12.6'
5.3' 56.9'
0
L.I_
W
p
�-
LSI
to�//�
vMII
W
-1p
-
_
0
SECTION THRU SEPTIC c'NYSTEM D -D
-_---