HomeMy WebLinkAbout83-1093 - Septic System Details & ProfilePROPOSED GRADE
SECTION THRU SEPTIC SYSTEM
I in. = 10 ft. HORT.
1 In. = 5 ft. VERT.
ELEV. DEPTH
7.4 0.0
6.4 1.0
2.4 5.0
0.4 7.0
-2.6 10.0
TOP & SUBSOIL
MEDIUM SAND
FILL
PEAT OBS. GW
WET
MEDIUM
SAND
BOTTOM
SOIL TEST DATA
LOCATION: TEST HOLE
DATE: MARCH 27, 1986
EXCAVATOR:
B.O.H. AGENT: BRUCE MURPHY
ENGINEER: DOWN CAPE ENGINEERING
PERCOLATION RATE REPORTED: < 2 MIN./IN.
SEE B.O.H RECORDS AND SITE PLAN OF LAND IN (WEST) YARMOUTH, MASS.
PREPARED FOR THE LOBSTER BOAT, 1" = 20', MARCH 25, 1986, REV. JULY 8, 1986
BY DOWN CAPE ENGINEERING, 926 MAIN STREET, YARMOUTHPORT, MA.
Z
Z BIT. CONCRETE O
COMPACTED GRAVEL BASEa
1' 3'-0" 6'-0" Q
2" MIN. PEASTONE -1W- x
��- fq 5" LOAM AND SEED z
J
4"0 S6H4O PVC VENT TOP ELEV. 7.5 <
SLOPE PERF. PIPE 0.005FT/FT:.' �yof
VARIES
•: y' •*�'•.�: +�.,. .«,F r. :ii+'`►'i 'i'�. 6" MIN •-~� i, 2
4"0 SCH40 PERF. PVC - -' •• :Y * \ ` ��'
2,- 9"±
z
3/4" TO 1-1/2" WASHED STONE
MEDIUM SAND FILL 5.0' 5.0' \ /
- i,
AFCO Vii -SEAL TYPE 56 • \
VINYL MEMBRANE \
NOTE:
SECTIONS OF VINYL BARRIER TO BE JOINED WITH A FULL WIDTH
5' OVERLAP SEALED WITH AFCO VI -SEAL ADHESIVE
1/2" = 1'- 0"
?
MH COVER O GRADE (TYP)
PROPOSED GRADE EXISTING GRADE
Z
BIT. CONCRETE
EXISTING GRADE
B.O.H. AGENT:
NA
MED. SAND
ENGINEER:
ELLIS & THULIN,
INC.
LOCATION: 66=1
COMPACTED GRAVEL BASE
MASS TYPE i Y BINDER 1" TOP
OBS. GW 2.6 4.4
------- --'-
---40
INV.
Q0
- - -
-
INV
TO LEACH FIELD
- -
-----=----
INV.
4.92
-
-----.,.----
INV.
Z C2
- - ' _ - - - - - - _
BOTTOM LEVEL O ELEV. 6.7,-.1,- �- -- -
INQ 2" MIN. PEASTONE
- -
SCH40 PERF PVC
- -
INV.
------�
i
INV.
°5,45
4000 GALLON
-
_INV. - -- ---- --- ---. -- ---- --- - - -
INV._
_ _ _ __ _
2"0 POLY.
_
INV.
7.83
�Q 400 C.I. BUILDING SEWER 5.50
_
_. :_ _ _ -TIFT
' 4 0 -PERP $CH40 15V0 d 005
INV. INV.
__ _ -_
... ..
..... ..
GW OBS
4"0 C I
O
0
SEPTIC TANK
INV.
OBSERVED HIGH GROUNDWATER ELEV. 2.70 -_-_-
PUMP PIT
-7.2 14.2
CD
\
I
2 - 3$'.k SD' LEACH FIELDS
•.
4 `:� •'':
.r.•.: `
\, VARIES
SAND
FINE TO MED.
2500 GAL
GAL
SAND -10.0 17.0
I
<
0_
PILING FOUNDATION
BOTTOM
BOTTOM
F-
W
U
"60 MIN
w
0
0
I
I
PUMP PIT
GREASE
TRAPv
T1
54.7'
21.9'
,
i\/i•
i
\
0-1
10
5
[1:
-5
-10
SECTION THRU SEPTIC SYSTEM
1 In. = 10 ft. HORT.
1 in. = 5 ft. VERT.
FINISH FLOOR ELEVATION 11.0 MIN.
MH COVER O GRADE (TYP)
PROPOSED GRADE EXISTING GRADE
EXCAVATOR:
PIONEER PUMP
F -M SAND AND SILT
B.O.H. AGENT:
NA
MED. SAND
ENGINEER:
ELLIS & THULIN,
INC.
LOCATION: 66=1
WOOD & DEBRIS
ELEV. DEPTH
OBS. GW 2.6 4.4
LOCATION: B6=2
7.3 0.0
2.5
ELEV. DEPTH
TO LEACH FIELD
10.0'
--------------
6.4 0.0
-
FILL
---------- -
-
----- - - - - --
_ .._
- -
2.3 5.0
OBS. cw
2.4 4.0
v
-
_INV. - -- ---- --- ---. -- ---- --- - - -
INV._
9.8
BOG IRON O 7'
r
�Q 400 C.I. BUILDING SEWER 5.50
_
INV. INV.
Q
200 POLYETHYLENE
-0.6 7.0
�
MED. SAND
O
0
>
OBSERVED HIGH GROUNDWATER ELEV. 2.70 -_-_-
__ 1700
-7.2 14.2
CD
W
LLjZ
FlNE TO MED.
_
w_
SAND
FINE TO MED.
G%
GAL
SAND -10.0 17.0
I
<
0_
PILING FOUNDATION
BOTTOM
BOTTOM
F-
W
U
w
w
0
0
I
I
PUMP PIT
54.7'
21.9'
23.4'
, ,
SECTION THRU SEPTIC SYSTEM
1 in. 10 ft. HORT.
1 in. = 5 ft. VERT.
SOIL TEST DATA
DATE:
NOV. 14, 1989
DEPTH
0.0
EXCAVATOR:
PIONEER PUMP
F -M SAND AND SILT
B.O.H. AGENT:
NA
MED. SAND
ENGINEER:
ELLIS & THULIN,
INC.
LOCATION: 66=1
WOOD & DEBRIS
ELEV. DEPTH
OBS. GW 2.6 4.4
LOCATION: B6=2
7.3 0.0
2.5
ELEV. DEPTH
MEDIUM SAND
6.4 0.0
-0.4
FILL
BOG IRON 0.2 6.8
2.7 4.62.5
MED. W/ ORG.
3.9
2.3 5.0
OBS. cw
2.4 4.0
v
PEAT & CLAY
F -M SAND -2,2 9,2
9.8
BOG IRON O 7'
r
0.3 7.0
MEDIUM SAND
-4.5 11.5
Q
PEAT
-0.6 7.0
-2.7 10.0
-9.2 16.5
FINE - MED
SAND
MEDIUM SAND
1 Tij1fiTm
LOCATION: B-3
ELEV. DEPTH
ELEV.
5.6
DEPTH
0.0
7.0 0.0
F -M SAND AND SILT
MED. SAND
SAND
E
TRACE SILT
FILL
WOOD & DEBRIS
N
o
OBS. GW 2.6 4.4
rn
OBS. GW
2.5
PEAT
p
F -M SAND
-0.4
6.0
BOG IRON 0.2 6.8
F-
MED. W/ ORG.
rn
_
MEDIUM SAND
LOOSE MED SAND
v
SEPTIC ODOR
F -M SAND -2,2 9,2
9.8
f-'_
r
MED. SAND
MEDIUM SAND
-4.5 11.5
Q
3
r
0O
3
MED. SAND
O
0
FINE TO MED.
>
r
}•
SAND
-7.2 14.2
CD
W
LLjZ
FlNE TO MED.
_
w_
SAND
FINE TO MED.
G%
J
SAND -10.0 17.0
<
<
0_
FA
BOTTOM
BOTTOM
F-
MEDIUM SAND FILL -/ � 3/4" TO 1-1/2" WASHED STONE
SLOPE PERF. PIPE = 0.005FT/FT
SECTION
LOCATION: BB4
ELEV. DEPTH
6.7 0.0
2.7 4.0
0.4 6.3
-3.1 9.8
-5.1 11.8
-9.1 15.8
-10.1 16.8
iRU LEACH FIELD -
1/2' = 1'- 0"
LOCATION: B-5
MEDIUM SAND FILL
BILK ORG. SAND
ELEV.
5.6
DEPTH
0.0
0
F -M SAND AND SILT
WOOD DEBRIS
E
f�
WOOD & DEBRIS
N
o
(
D
rn
OBS. GW
2.5
3.1
p
M -C SAND TR. ORG.
-0.4
6.0
w
F-
MED. W/ ORG.
rn
GRAY F -M SAND
o
�
v
GRAY FINE SAND
-4.2
9.8
f-'_
r
GRAY FINE SAND
-6.2
11.8
Q
GRAY FINE SAND
BOTTOM
-10.1 15.7
-11.3 16.9
SCRAP METAL
OBS. GW
FINE SAND
FINE SAND
COARSE SAND
COARSE SAND
COARSE SAND
BOTTOM
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