HomeMy WebLinkAbout39.8 - Title 5 Site Plan (2)TOP FNDN. AT EL. 24.4
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
/"- ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL
FOR FIRST 2'
itfl-1
.4'±* ITEEGAS18.5'
AFFLE 18.67'
H-20 D'BOX
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
DEPTH OF FLOW = 4' (9_7 % SLOPE) (3 % SLOPE)
TEE SIZES:
INLET DEPTH 10'
OUTLET DEPTH = 14"
FOUNDATION- EXIST. - SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
0
LOT 2
25,725± SO. FT.
-I� 8
OOH.
9
03-362 SAS 2
vI,eu)
Ni f
Z�j�iur
i
1
1 DECK
r
28'
8 �
rt 23
23.9 I
23.6
1 �
1 PAVED DRIVE
I
23 7
- -t 24.0
EXISTING
DWELL.
TF =
24.4
EXIST. 1000
GAL. ST
(RE -USE)
EXIST. LEACH PIT
NOTE 10)
N
9222 " 4NAM�EN:TV
+2
TH
12" OAK +
x 8" OAK
+ 2 .e Al
Lm
2" DOUBLE WASHED
w1. • :Ajad
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 11'
1
t
1
1
1
1
t
t
1
1
N } 20.8
N t
It
It -
It -
1 b�
\ l
\ / 20.3 a
2�
-
21.1 t `
Ln t
3�Z7 n ` b
1 20.0
19.9 L17
2''6 l
2.1
' o
8" OAK i 2
10" P.PINES 8" OAK
8" OAK V
+ 19.8
LEt.CHING
FV:ILITY
TEST HOLE LOGS
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE ENGINEER: ARNE H. OJALA, PE
22.0 WITNESS: LYNN McCARTIN
DATE: DECEMBER 3,
2003
3' MAX. PERC. RATE
= < 2 MIN/INCH
19'0 CLASS I
SOILS
P#
2.
MUNICIPAL WATER IS _EXISTING
ELEV.
0g 16.17' "
21.7'
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
0&A
660
LS
DESIGN' LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
4"
10YR 3/2
PARTRIDGE VALLEY ROAD
5.
E
USE A
1000 GALLON SEPTIC TANK (RE -USE
MS
6.
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 11'
1
t
1
1
1
1
t
t
1
1
N } 20.8
N t
It
It -
It -
1 b�
\ l
\ / 20.3 a
2�
-
21.1 t `
Ln t
3�Z7 n ` b
1 20.0
19.9 L17
2''6 l
2.1
' o
8" OAK i 2
10" P.PINES 8" OAK
8" OAK V
+ 19.8
LEt.CHING
FV:ILITY
TEST HOLE LOGS
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE ENGINEER: ARNE H. OJALA, PE
22.0 WITNESS: LYNN McCARTIN
DATE: DECEMBER 3,
2003
3' MAX. PERC. RATE
= < 2 MIN/INCH
19'0 CLASS I
SOILS
P#
2.
MUNICIPAL WATER IS _EXISTING
ELEV.
0g 16.17' "
21.7'
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
0&A
660
LS
DESIGN' LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
4"
10YR 3/2
PARTRIDGE VALLEY ROAD
5.
E
USE A
1000 GALLON SEPTIC TANK (RE -USE
MS
6.
9"
1OYR 6/2
5.77'
B
2(30 + 9.83) 2 (.74) =
LS
7.
36"
10YR 5/6
18.7'
- CTR. OF
C
TO BE USED FOR ANY OTHER PURPOSE.
10.4' PERC
30 x 9.83 (.74) =
-
S.
FS
TOTAL:
335
452 S. F. GPD
2.5Y 6/4
9.
135.5" J 10_4'
r NO GROUNDWATER ENCOUNTERED
�a
oA
m
z
-I N
^� Locus
F ctoVr,?
o eeyE,
y R<r
P�v
RTE. 28
LOCATION MAP NTS
ASSESSORS MAP 39 PARCEL 8
NOTES:
SEPTIC
DESIGN:1.
(GARBAGE DISPOSER IS NOT ALLOWED )
DATUM IS ASSUMED
DESIGN
FLOW: 3 BEDROOMS ( 110 GPD) =
330 GPD
2.
MUNICIPAL WATER IS _EXISTING
USE .A
330 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
660
4.
DESIGN' LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
SEPTIC
TANK: 330 GPD ( 2) =
-
PARTRIDGE VALLEY ROAD
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A
1000 GALLON SEPTIC TANK (RE -USE
EXISTING)
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
1()0- EXISTING CONTOUR
ENVIRONMENTAL CODE TITLE V.
2(30 + 9.83) 2 (.74) =
117
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
• SIDES:
BENCH MARK
- CTR. OF
TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM:
30 x 9.83 (.74) =
218
S.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL:
335
452 S. F. GPD
M } 19.5
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
20 40 60
BOARD OF HEALTH
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (3)
500 GAL, LEACHING CHAMBERS (ACME
OR
FROM BOARD OF HEALTH.
EQUAL)
WITH 2.5' STONE AT SIDES AND 2.25'
AT
10.
PUMP & REMOVE FAILED LEACH PIT
ENDS
REV 3/17/04 (H-20 COMPONENTS)
/
REMOVE ALL CONTAMINATED SOILS WITHIN 5' OF NEW FACILITY
1
LEGEND
+ 2U.
11
100.0
TITLE 5 SITE PLAN
PROPOSED SPOT ELEVATION
1
l
100x0 EXISTING SPOT ELEVATION
OF
5
PARTRIDGE VALLEY ROAD
} 19.7
1 00
� PROPOSED CONTOUR
IN THE TOWN OF:
(WEST) YARMOUTH
1()0- EXISTING CONTOUR
PREPARED
FOR: ANDREW UNDERWOOD
\®
BENCH MARK
- CTR. OF
o
C)
C.BASIN a-=
19.3
0
M } 19.5
20
20 40 60
BOARD OF HEALTH
J t
APPROVED DATE MA
SCALE: 1"
= 20' DATE: DECEMBER 13, 2003
REV 3/17/04 (H-20 COMPONENTS)
/
i
19.5
off 508-362-4541
fax 508 362-9880
/
/
I
H OF 1,140.
/
dolin cape engineering, inc.
o`' ARNE HI;. sa e+OFia
� ass,
o
OJALA
y m
F 19.4
CIVIL ENGINEERS
ND. 0792
JH
LAND SURVEYORS
vF Ear°
`
' S10NAL
%/
v V/ D
E
'PF 1 / /
939 rlain st. yarmouth, ma 02675
A NE
H. 0 ° u P.L.S. DATE