HomeMy WebLinkAbout42 Vesper Lane - Site Plan of Land 4TES :
HE DESIGN AND CONSTRUCTION
'OSAL SYSTEM ONLY.
NGVD. FOR BENCH MARKS
1.
METHODS AND MATERIALS AND
SEPTIC SYSTEM SHALL
).E.P. TITLE 5 AND LOCAL
-GULATIONS.
COMPONENTS LOCATED UNDER
VEHICULAR TRAFFIC OR GREATER
SHALL BE CAPABLE OF WITH -
EL LOADS.
ALL BE SCHEDULE 40 OR
' CHAMBER AND D -BOX SHALL BE
�T CONCRETE AND WATERTIGHT.
'ON CALL "DIG -SAFE'.
ID THE LOCAL WATER DEPT.
INDERGROUND UTILITIES.
ITERIAL IA 6 8 HORIZONS, CI LAYER)
M THE INVERT OF THE LEACHING
-MOVED FOR A DISTANCE OF 5 -
:ED WITH SAND IN ACCORDANCE
HAS BEEN MADE AS TO
DEED RESTRICTIONS OR ZONING
SHALL REMAIN THE CLIENTS
0 OBTAIN ALL PERMITS, SPECIAL
ES ETC. FOR THIS PROJECT.
THE CLIENT'S RESPONSIBILITY
'OSED BUILDING FOUNDATION
'UNT FOR THE EXISTING GRADE
ONS AT THE LOCATION OF THE
V NOTES:
-RS RESIDENTIAL SEWAGE PUMP MODEL SRM4
L START AND STOP AT THE ELEVATIONS SHOWN
L BE INSTALLED IN STRICT CONFORMANCE WITH
'RER'S SPECIFICATIONS AND TITLE V REGULATIONS.
E SHALL BE 2 INCHES- PUMP SHOULD BE ABLE TO BE
AND LIFTED OUT OF. SHE PUMP CHAMBER BY THE LIFTING
' HAVING TO ENTER THE PUMP CHAMBER.
ILL START AT THE ELEVATION SHORN AND BE
CIRCUIT SEPARATE FROM THE PUMP POWER. '
viii£
C STING CONDITIONS
■
• PVC OUTLET
MiRCIMY FLOAT RESP
WATER GATE
-w-
WATER LINE
SR/1CHE3 HOLE
HYDRANT.
0
GAS GATE
CHECK
GAS LINE
®
CATCH BASIN
ALARM ONS_ VVALL VE
OVER HEAD WIPE!
;rI0'Pnf
TREE / SIZE A TYRE
rwv ox
EXISTING ELEVA"O%
----26•---
EXISTING COVT v
eW, OFFS
PROPOSED GPA^£
SEPTIC TANK REQUIRED:
. �
rwll l
25.73
.440
G.P.D. X 200x - 880 GAL.
� PREPARED FOR
PUMP DE TA I L : NOT TO SCALE
USING 1000 GAL. PUMP CHAMBER
LOCUS
u
LEGEND
C STING CONDITIONS
■
CONCRETE BOUND
®
WATER GATE
-w-
WATER LINE
O
HYDRANT.
0
GAS GATE
-G-
GAS LINE
®
CATCH BASIN
17. O�
OVER HEAD WIPE!
;rI0'Pnf
TREE / SIZE A TYRE
+40.4
EXISTING ELEVA"O%
----26•---
EXISTING COVT v
®
PROPOSED GPA^£
PROPOSED C:4'':=°
'JD'!
ACCESS COVERS MUST BE WITHIN
6' OF FINISH GRADE,-
/
BAFFLE
hmaxam
1500 GAL
SEPTIC TANK
WATERTIGHT
PUMP CHAMBER
V6-
WATERTIGHT
CRUSHED STONE BASE
PROFI LE:NOT TO SCALE
N
FIRST 2' TO
BE LEVEL
TEE7 J
/ 26
3 OUTLET
D -BOX
9' MINIMUM COVER
1-4' PERF PIPE
+'VENT MIN. 2' OF
2x
�PEASTONE
le' MIN
4- SOLID PIPE
15'x 42' LEACH FIELD
:�'- 3/4' - 1 1/2' DIA.
WASHED STONE
26.2
/ 3
Exrsr
GRADE
INVERT ELEVATIONS:
0
DESIGN CRITERIA:
MAP /0-9 PARCEL til
18.7
DESIGN FLOW:
51.500* S.F.
INVERT IN SEPTIC TANK:
18.5
i
S/ TE P Z A IV OF_ L A /VO
INVERT OUT SEPTIC TANK:
h
b
BEDROOM EOUALS 440 G.P.D.
17. O�
18.15
2r.+s
42 VESPER LANE
INVERT OUT PUMP CHAMBER:
17.9
NO GARBAGE GRINDER
"At
zfy0
25.9
SEPTIC TANK REQUIRED:
. �
INVERT OUT DIST. BOX:
25.73
.440
G.P.D. X 200x - 880 GAL.
� PREPARED FOR
INVERT 1N LEACH FIELD:
25.62
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
1
JA MES BASLE R
INVERT END LEACH FIELD:
25.2
UP 60/
24.7
SOIL ABSORPTION SYSTEM REQUIRED:
P . O. BOX 366. Y,gRMOUTHPORT. MA . 02675
ADJUSTED GROUND WATER:
20.7
,5
i.: SCALE: / 30 JU/VE /0. / 99B
..
OUY WIRE' j 1
20.6
WN
REVISED: SEPTEMBER 15. 2003
/ ; + 145
A
EFFLUENT LOADING RATE - 0.70 GPD/SF
14.?
I
440 GPD / 0.70 GPD/SF - 629 S.F. REOUIRED
MAY 98 READING -46.0'. ADJ-0.1'
OBSERVED GROUNDWATER AT PERC HOLE
PROVIDED: 15'x 42' LEACH FIELD. A-630 S.F.
- ELEV 20.6 USED FOR DESIGN.
630 S.F. x 0.70 GPD/SF - 441 GPD
BM CB/DN outpoYt MA. 02675
� ,�._� YarmFi
EL-J4.vo
I ' \
PIT DATA
91.51.
// i���� ( 508) 362-8132
INDICATES
V INDICATES
23.51
PERCOLATION
= OBSERVED
TEST
c GROUNDWATER
m OB 98-0FIELD:CFW/EEK CHECKCFW
D 15 30 6o JDRN: SAH
TP • 1
TP •2
2700 S.F. TOTAL
>r
0. HORIZON TEXTURE
1 131•
HORIZON TEXTURE COLOR
26.6
FLOOR AREA
A LOAMY
IOYR
o
PROPOSED FOUR
SAND
3/4
1
BEDROOM DWELLING'
12'-.........
....... ....... .....
°
iFA TER VtERVj
CC
'I TOP - 22.0 '
25.6
LOAMY
IOYR.
B LOAMY IOYR
-
2J. as
4/6
I I
m
SAND 4/6
7
24'_:
............................
23.8
24
DECK
�
SANDY
IOYR
1
SILT IOYR
\
LOAM
5/4
t
M\ Jyi£PTIC
S ii
26.3W
� o
1
TANK
/6' RED MAPLE
21.3
84'.
l �1
19.6
Cz FINE LOAMY IOYR
fd' kfC M;+Fcf
PUAfP
�
\ `
A ,•\\
CHAMBER < v h
'1
24' FEC MAPLE 9.2+ J
65'_296
V
\
{2
. ............... ......
i
1 0.7 \
5':
C2 FINE LOAMY IOYR
SAND 5/6
78'
=
19.3
0
961
17.8
144
14.6
DATE: MAY 29.
25.63
TEST BY: STEPHEN HAAS
ROPOSED GARAGE
1
AMY VONHONE
1 PROPOSED DR/ VE
6 MIN/INCH
TOF-23.0
\
2" OAK
}
\\
FL -22.34
3
l t
\LL \
21.Q 20,0+--./%.
i.
20. 1
If/RE
GUY \
VP a
4
� 1
°
RED MAi
CL DSTERk \
END OF WALL
_�l ... \.
1
ERC \\
i
1 :11i
.4
�® TP4I
LEACH
\
FIELD
\
i
'TP -2
r4,
PROPOSED
s
'45'.=,._\
BARN
`
\\
ACCESS COVERS MUST BE WITHIN
6' OF FINISH GRADE,-
/
BAFFLE
hmaxam
1500 GAL
SEPTIC TANK
WATERTIGHT
PUMP CHAMBER
V6-
WATERTIGHT
CRUSHED STONE BASE
PROFI LE:NOT TO SCALE
N
FIRST 2' TO
BE LEVEL
TEE7 J
/ 26
3 OUTLET
D -BOX
9' MINIMUM COVER
1-4' PERF PIPE
+'VENT MIN. 2' OF
2x
�PEASTONE
le' MIN
4- SOLID PIPE
15'x 42' LEACH FIELD
:�'- 3/4' - 1 1/2' DIA.
WASHED STONE
26.2
/ 3
Exrsr
GRADE
INVERT ELEVATIONS:
DESIGN CRITERIA:
INVERT AT BUILDING:
18.7
DESIGN FLOW:
INVERT IN SEPTIC TANK:
18.5
4 BEDROOMS AT 110 G.P.D. PER
S/ TE P Z A IV OF_ L A /VO
INVERT OUT SEPTIC TANK:
18.25
BEDROOM EOUALS 440 G.P.D.
INVERT IN PUMP CHAMBER:
18.15
42 VESPER LANE
INVERT OUT PUMP CHAMBER:
17.9
NO GARBAGE GRINDER
"At
INVERT 1N DIST. BOX:
25.9
SEPTIC TANK REQUIRED:
INVERT OUT DIST. BOX:
25.73
.440
G.P.D. X 200x - 880 GAL.
� PREPARED FOR
INVERT 1N LEACH FIELD:
25.62
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
1
JA MES BASLE R
INVERT END LEACH FIELD:
25.2
BOTTOM LEACH FIELD:
24.7
SOIL ABSORPTION SYSTEM REQUIRED:
P . O. BOX 366. Y,gRMOUTHPORT. MA . 02675
ADJUSTED GROUND WATER:
20.7
DESIGN PERC RATE ( 6 MIN/INCH
i.: SCALE: / 30 JU/VE /0. / 99B
..
OBSERVED GROUND WATER:
20.6
SOIL TEXTURAL CLASS - I
REVISED: SEPTEMBER 15. 2003
INDEX WELL SOW 252. ZONE
A
EFFLUENT LOADING RATE - 0.70 GPD/SF
440 GPD / 0.70 GPD/SF - 629 S.F. REOUIRED
MAY 98 READING -46.0'. ADJ-0.1'
OBSERVED GROUNDWATER AT PERC HOLE
PROVIDED: 15'x 42' LEACH FIELD. A-630 S.F.
- ELEV 20.6 USED FOR DESIGN.
630 S.F. x 0.70 GPD/SF - 441 GPD
BM CB/DN outpoYt MA. 02675
� ,�._� YarmFi
EL-J4.vo
SOIL TEST
PIT DATA
91.51.
// i���� ( 508) 362-8132
INDICATES
V INDICATES
<C�L(lr,S/ ( 508) 432-5333
PERCOLATION
= OBSERVED
TEST
c GROUNDWATER
m OB 98-0FIELD:CFW/EEK CHECKCFW
D 15 30 6o JDRN: SAH
TP • 1
TP •2
0. HORIZON TEXTURE
COLOR 25.8
HORIZON TEXTURE COLOR
26.6
0'
A LOAMY
IOYR
A LOAMY IOYR
SAND
3/4
SAND 3/4
12'-.........
....... ....... .....
:.............
24.8
12 -
. - ---- ..................
25.6
LOAMY
IOYR.
B LOAMY IOYR
-
SAND
4/6
SAND 4/6
24'_:
............................
23.8
24
24.6
SANDY
IOYR
SILT IOYR
LOAM
5/4
C /
LOAM 5/4
54'
-. ......
....
21.3
84'.
19.6
Cz FINE LOAMY IOYR
SAND
5/6
65'_296
. ............... ......
18.6
C2 FINE LOAMY IOYR
SAND 5/6
78'
=
19.3
961
17.8
144
14.6
DATE: MAY 29.
1998
TEST BY: STEPHEN HAAS
WITNESSED BY:
AMY VONHONE
PERC RATE: (
6 MIN/INCH
l VENT '\ 0+
I \
S/ TE P Z A IV OF_ L A /VO
42 VESPER LANE
+31.2
"At
� PREPARED FOR
END
,
\
=
1
JA MES BASLE R
P . O. BOX 366. Y,gRMOUTHPORT. MA . 02675
BM HYD TAG BOLTEL .35.40
1
i.: SCALE: / 30 JU/VE /0. / 99B
..
REVISED: SEPTEMBER 15. 2003
G L. E S U FR V E Y I N 923 I
Ro tN A
P TRAIL FENCE -_dam
N B6'S6'25'W
BM CB/DN outpoYt MA. 02675
� ,�._� YarmFi
EL-J4.vo
91.51.
// i���� ( 508) 362-8132
J3.D5
<C�L(lr,S/ ( 508) 432-5333
m OB 98-0FIELD:CFW/EEK CHECKCFW
D 15 30 6o JDRN: SAH