HomeMy WebLinkAboutEngineered Plan - 2003TOP FNDN. AT EL. 41.0' SYSTEM PROFILE
a - ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
' ACCESS COVER (WATERTIGHT) TO
39.0' MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE
38.0'1* RUN PIPE LEVEL
if FIRST 2'
:• 36.3'1* PROPOSED 1 `�00 /
GALLON SEPTIC 35 50' ' /`
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
31.5' - 32.0'
35.75
TANK (H-- 10 )
•;":
TEE
GAS .
�c0000 28 5'
TH W.31.0
SET IN
UTILITY
I T .7
ELEV. =
0
JA
�
�31.PROP.
BAFFLE 2$.67'
USE ).A
C3
ED
t�
0
, 6
ED
[:::] 0 6�
MIN
BY
CONTRACTOR WITH
HOMEOWNER
('�
o 28.17
Q
Q
F-1
=
3
C1
F-1 C �� o
( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL�o
J
2
'
0
F
ED
00
=1
ED=
COMPACTION. (15.221 [2])
/
" �
5.
CHARCOAL FILTER
�.�
LEACHING:
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
DEPTH OF FLOW = 4
( 1 1 SLOPE)
MIN
( 1 7. SLOPE)
3/4"
TO
1
1/2" DOUBLE WASHED ;"STONE
TEE SIZES:
I
30
+ 3000.
PAV'EDI
RIVE
r-
O
TO BE USED FOR ANY OTHER PURPOSE.
I
INLET DEPTH
CK
452 S.F. 335 GPD
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
I
'
USE _I'3)
STEPS
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
OUTLET DEPTH = 14"
30.7(A
WITH 2.5' STONE AT SIDES AND '2.25' AT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
---,-
FOUNDATION 55
SEPTIC TANK
63' ---------
D' BOX,
12
PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING
CESSPOOLS
NOTE: LAUNDRY LINE EXITING
LEACHAG
10,
REAR MUST BE RE-ROUTED
FACILO'Y
*THE INSTALLER SHALL VERIFY THE
7� PLAN
TITLE TLE 5 SITE PL, /`"�l1�
100.0 PROPOSED SPOT ELEVATION
OF
LOCATIONS OF ALL UTILITIES AND ALL
130 M ERC HAN� AVENUE
100x0 EXISTING SPOT ELEVATION
BUILDING SEWER OUTLETS AND ELEVATIONS
IN
THE TOWN OF:
100 PROPOSED CONTOUR
p
YARMOUTH(POI \T)
PRIOR TO INSTALLING ANY PORTION OF
100 EXISTING CONTOUR
PREPARED FOR: RONALD NORDSTROM
SEPTIC SYSTEM
20 0 20 40
60
38.1
l
1 3
REPLACE/REPAIR 3 �W,
DRIVEWAY PAVEMENT 3 x-36
AS NECESSARY UPON I IV -
COMPLETION OF
SYSTEM 3
34;J\
33.6:
3 3�' 9
NOTE: PER DEP INSPECTION
REPORT, POSS. CESSPOOL 3 0
THIS AREA (SEE NOTE 10)
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
116.01'
40.5
` o 0
` 7.5
I 1 I T J
I
1
LOT 35
16,160± SQ. FT.
0.5
ENCLOSED
POOL
INV. OUT
36.3'1
EXIST. DWELL. i
TF = 41.0'
3 30.4 30.9 ROVI E INV. OUT
I 30.2/ 31.7 .0. 38.0'±
/
I �` 3 .6 + 5.5
38.9
N R. R. TI
0) 09 RET. WAL
U0 I _
C14 -II I 3 .1 0\4HEA UT CITIES
J
110.06'
38.1
36.0
BENCH
3
TH W.31.0
SET IN
UTILITY
I T .7
ELEV. =
32.3
JA
2.
�31.PROP.
USE ).A
_ _ _ _ _
330 GPD DESIGN FLOW
VENT (FINAL
II....,,,,,
�rLJPLACEMENT
, 6
�:
I `
4.
BY
CONTRACTOR WITH
HOMEOWNER
('�
SSC
31.
+ 7.!
4, w
CONSULTATION)
3
1.
J
DESIGN LOADING FOR CHAMBERS AND D'BOX TO BE
'
I
3
00
BUGSCREEN AND
3 0
/
5.
CHARCOAL FILTER
�.�
LEACHING:
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS.
RECOMMENDED
(- S:
SIDE
2(30 + 9.83) 2 (.74) _ 117
31.0 I
a
I
30
+ 3000.
PAV'EDI
RIVE
r-
O
TO BE USED FOR ANY OTHER PURPOSE.
I
31.
CK
452 S.F. 335 GPD
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
I
'
USE _I'3)
STEPS
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT
30.7(A
WITH 2.5' STONE AT SIDES AND '2.25' AT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
---,-
FROM BOARD OF HEALTH.
.
34.7
1
LOT 35
16,160± SQ. FT.
0.5
ENCLOSED
POOL
INV. OUT
36.3'1
EXIST. DWELL. i
TF = 41.0'
3 30.4 30.9 ROVI E INV. OUT
I 30.2/ 31.7 .0. 38.0'±
/
I �` 3 .6 + 5.5
38.9
N R. R. TI
0) 09 RET. WAL
U0 I _
C14 -II I 3 .1 0\4HEA UT CITIES
J
110.06'
38.1
36.0
BENCH
MARK
- NAIL
SET IN
UTILITY
POLE
ELEV. =
32.3
03-255
"1
DECK
J
3' MAX.
29.0'
TEST HOLE LOGS
ENGINEER: LISA LYONS, RS
WITNESS: DAVE FLAHERTY
DATE. 10/02/03
PERC. RATE = < 2 MIN/INCH
CLASS SOILS
155" 1 18.8'
NO WATER ENCOUNTERED
LOCUS
TASMANIA
z
D PC
- ME
LOCATION MAP NTS
ASSESSORS MAP 136 PARCEL 112
NOTES:
SEWER LINE TO RUN UNDER STEPS - BOARD OF HEALTH '
REPAIR AS NECESSARY
SCALE: 1 " 20' DATE: OCTOBER 7,
APP/ROVED DATE
2003
off 508-362-4541
fax 508 362-9880
clown cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 ream . st. yarmouth, mo, 02675
ARNE H. OJA
�- �O17L6j
:L. S. DATE
a�@T0d[EP
OCT 1 5 2003
HEALTH DEPT.
SEPTIC
DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
1.
DATUM IS ASSUMED
1
DES' 1�'N'
FLOW: 3- BEDROOMS �'. GPD - 330 GPD
- GPD) ' ) �`_ ---
2.
M' I�,Ii:�iPAi WATF:h, S . EXIS�..1�.,,
I 1 ! P I.
USE ).A
_ _ _ _ _
330 GPD DESIGN FLOW
_
3.
MINIMUM PIPE PIYCH- TO BE ; /8" PE4 FOOT.
�:
660
4.
DESIGN LOADING FOR SEPTIC TANK TJ BE AASHO
10
SSC
_
TANK: 330 GPD ( 2) -
H-
DESIGN LOADING FOR CHAMBERS AND D'BOX TO BE
S HO H- 20
USE 1A
1500 GALLON SEPTIC TANK
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
LEACHING:
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS.
(- S:
SIDE
2(30 + 9.83) 2 (.74) _ 117
ENVIRONMENTAL CODE TITLE V.
30 x 9.83 (.74) _ 218
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
BOT;OM:
TO BE USED FOR ANY OTHER PURPOSE.
TOTAL:
452 S.F. 335 GPD
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
USE _I'3)
500 GAL, LEACHING CHAMBERS (ACME OR
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT
EQUAL)
WITH 2.5' STONE AT SIDES AND '2.25' AT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
---,-
FROM BOARD OF HEALTH.
ENDS
10.
PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING
CESSPOOLS
NOTE: LAUNDRY LINE EXITING
REAR MUST BE RE-ROUTED
TO EXIT FRONT OF DWELLING,
TO ENTER SEPTIC TANK '
LEGEND
7� PLAN
TITLE TLE 5 SITE PL, /`"�l1�
100.0 PROPOSED SPOT ELEVATION
OF
130 M ERC HAN� AVENUE
100x0 EXISTING SPOT ELEVATION
o
IN
THE TOWN OF:
100 PROPOSED CONTOUR
p
YARMOUTH(POI \T)
100 EXISTING CONTOUR
PREPARED FOR: RONALD NORDSTROM
20 0 20 40
60
SEWER LINE TO RUN UNDER STEPS - BOARD OF HEALTH '
REPAIR AS NECESSARY
SCALE: 1 " 20' DATE: OCTOBER 7,
APP/ROVED DATE
2003
off 508-362-4541
fax 508 362-9880
clown cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 ream . st. yarmouth, mo, 02675
ARNE H. OJA
�- �O17L6j
:L. S. DATE
a�@T0d[EP
OCT 1 5 2003
HEALTH DEPT.