HomeMy WebLinkAbout10 Susan Road Site PlanTOP FNDN. AT EL. 12.5' SYSTEM PROFILE
ACCESS COVER TO 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 10,2'
EL. 10.2' RUN PIPE LEVEL
FOR FIRST 2'
PROPOSED1500
9.05' GALLON SEPTIC 8 8' �
TANK (H- 10 ) GAS m31,
rW/FAST SYSTEM BAFFLE 8.48' ��
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
DEPTH OF FLOW = 4 ( MI % SLOPE) (-% SLOPE)
LAGOON
(TIDAL)
3' REMOVAL OF
UNSUITABLE SOIL
REQUIRED AROUND
PERIMETER OF
LEACHING FACILITY,
DOWN TO SUITABLE
SOIL LAYER (TO Cl
LAYER - SEE TH LOG
REPLACE WITH CLEAN
MED. SAND.
PROVIDE SHORING AS
NECESSARY DURING
EXCAVATION FOR
SYSTEM
02-218
L-33.29'
1 R=23.87' Io.�
1 1 1 9.7
4 9.7
1 \ 38.0 rHlz �
1 �>\
1 la # .6 cn
p
1 VIED RIVE \\,
6'� LTi 8.7 / O -+9.
F 6 1 \ do
lil
32' D' BOX
L0 t
2" DOUBLE WASHED PEASTONE
-
j8'
TEE SIZES:
LOGS
v 0000
0 0000
0 0000
INLET DEPTH = 10
5.6 4" AIR PIPING
OUTLET DEPTH = 14"
II
3/4" TO
FOUNDATION- EXIST
- SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
6.3
LOCATIONS OF ALL
UTILITIES AND ALL
6.5
BUILDING SEWER
OUTLETS AND ELEVATIONS /
;1- 6,$ 6.4
PRIOR TO INSTALLING
ANY PORTION OF
SEPTIC SYSTEM
/
6.3 cv J /
w
/6.5
0)
'k 6.6
11.8'
/ PAVED DRIVE
10.2'
/
/ S0,
3
-RC ®
0/A
82"
10YR 8/6
121"
6,5/6.9O�Y
11'i
C2
//NCO
U 7,8
7.0
24"
4,8
500 GAL
1000 GAL.
/
� 7.4 7.3
.3
/L=51.67' TH
11.8
40.59]
1
6.4
\
_ FAST 0.5
SYSTEM
I
00
1 7.3 \
EXIST DWELL.
o
k 7.5
TF 12.5'
tp
1 11.7
17.4
I
N
PROVIDE APPROX. 46'
OF 40 MIL LINER
o /is
BETWEEN SAS AND
FOUNDATION AS
1
1 5C;
a -i "n"Y
PO / 0
SHOWN
0
-f�11 0'
TOP AT EL. 9.0'
/ 00
LAGOON
(TIDAL)
3' REMOVAL OF
UNSUITABLE SOIL
REQUIRED AROUND
PERIMETER OF
LEACHING FACILITY,
DOWN TO SUITABLE
SOIL LAYER (TO Cl
LAYER - SEE TH LOG
REPLACE WITH CLEAN
MED. SAND.
PROVIDE SHORING AS
NECESSARY DURING
EXCAVATION FOR
SYSTEM
02-218
L-33.29'
1 R=23.87' Io.�
1 1 1 9.7
4 9.7
1 \ 38.0 rHlz �
1 �>\
1 la # .6 cn
p
1 VIED RIVE \\,
6'� LTi 8.7 / O -+9.
F 6 1 \ do
lil
32' D' BOX
L0 t
2" DOUBLE WASHED PEASTONE
-
j8'
0000
0000
0000
LOGS
v 0000
0 0000
0 0000
=
�p
5.6 4" AIR PIPING
II II II
I �
II
3/4" TO
1 1/2"
DOUBLE WASHED STOVE
**FILL BASE
OF
CHAMBERS
WITH 0.5' CLEAN
MEDIUM
SAND
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
101
13'
SOILS
LEACHING
Fo�
w
Q
FACILITY
SEE NOTE 1
SEE NOTE 2
MEAN HIGH WATER ON WALL
7.9
PUMP AND REMOVE EXISTING SEPTIC TANK
INSTALL F.A.S.T. SYSTEM IN 1500
GAL TANK (SPECIAL ORDER)
BENCH MARK - TOP END OF
CONCRETE SEA WALL
- 3.1 ELEVATION = 7.9 (NGVD)
0.75' MIN
9.03'
6.72'
5'
USE WATER ELEV. AT 1.72'
(TIDALLY INFLUENCED)
P
WATER
OUTLET
1. BLOWER TO BE REMOTED NO GREATER
TEST
HOLE
LOGS
-
ENGINEER: JOHN HUNTER
5.6 4" AIR PIPING
II II II
I �
II
DESIGN FLOW: _4 BEDROOMS ( 110 GPD) =
50'4"SCH
BRUCE MURPHY, RS
DATE: 5/20/00
LS
DATE: 7/22/03
22"
40 PVC (TYP.)
LEACHING:
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
101
IN FROM HOUSE8
3" MIN. ABOVE
SOILS
11 C1�
Fo�
w
Q
0
11.8'
0"
10.2'
OUR.Ef
6"OHOLE
-RC ®
0/A
82"
10YR 8/6
121"
OBS WATER
1.72'
C2
U 7,8
MED/COS
24"
132"
10YR 8/1
p
500 GAL
1000 GAL.
.3
38'
_ FAST 0.5
SYSTEM
MEAN HIGH WATER ON WALL
7.9
PUMP AND REMOVE EXISTING SEPTIC TANK
INSTALL F.A.S.T. SYSTEM IN 1500
GAL TANK (SPECIAL ORDER)
BENCH MARK - TOP END OF
CONCRETE SEA WALL
- 3.1 ELEVATION = 7.9 (NGVD)
0.75' MIN
9.03'
6.72'
5'
USE WATER ELEV. AT 1.72'
(TIDALLY INFLUENCED)
P
WATER
OUTLET
1. BLOWER TO BE REMOTED NO GREATER
TEST
HOLE
LOGS
-
ENGINEER: JOHN HUNTER
ENGINEER:
AH OJALA, PE
WITNESS: KELDA GORMAN
DESIGN FLOW: _4 BEDROOMS ( 110 GPD) =
WITNESS:
BRUCE MURPHY, RS
DATE: 5/20/00
LS
DATE: 7/22/03
22"
PERC. RATE _ < 2 MIN/INCH
LEACHING:
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
101
CLASS 1
SOILS
11 C1�
ELEV.
10YR 5/6
Q
0
11.8'
0"
10.2'
FILL
-RC ®
0/A
THAN 100' FROM SYSTEM
2. OPERATIONS AND MAINTENANCE
-
AGREEMENT REQUIRED FOR LIFE OF
15"
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: _4 BEDROOMS ( 110 GPD) =
A
USE A 440 GPD DESIGN FLOW
LS
22"
10YR 3/1
LEACHING:
B
101
SIDES:
LS
BOTTOM: - 33.5 x 12.83 (.74) =
318
10YR 5/6
28"
OR
9.4'
Cl
-RC ®
MED/COS
82"
10YR 8/6
121"
OBS WATER
1.72'
C2
MED/COS
132"
10YR 8/1
0.80'
THAN 100' FROM SYSTEM
2. OPERATIONS AND MAINTENANCE
-
AGREEMENT REQUIRED FOR LIFE OF
FAST SYSTEM
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: _4 BEDROOMS ( 110 GPD) =
440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (-Z--) = 880
USE A 1500- GALLON SEPTIC TANK W/FAST
SYSTEM
LEACHING:
2(33.5 + 12.83) 1.48 (.74) =
101
SIDES:
BOTTOM: - 33.5 x 12.83 (.74) =
318
TOTAL: 566 S.F. 419 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME
OR
EQUAL) WITH 4' STONE ALL AROUND
7.4 FOLLINS POND
(TIDAL) LEGEND
NOTE: PORTION OF EXISTING LEACHING FACILITY
MAY BE WITHIN AREA OF PROPOSED SYSTEM
1I �f- 0
84 +BB 2013 ADDED NOTES
+
DORMERS PROPOSED ON SECOND FLOOR ON POND -SIDE
6.o OF DWELLING
SEPTIC SYSTEM HAS BEEN INSTALLED
8.,
-1
m
0
0 0
+ 8.2 r
6 03
m WORK MUST NF RM TO ALL
4 z TOWN B S EGULATI S
8.1
.4
66-6
EPT DATE
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
[fool PROPOSED CONTOUR
100 EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE MA
off 508-362-4541
fax 508 362-9880
down cape engineering, Inc,
CIVIL ENGINEERS
LAND SURVEY❑RS
939 slain st. yarmouth, ma 02675
12"
B
LS
1OYR 5/2
28" 7.87'
C
COS
114" OBS WATER 0.7'
2.5Y 5/6
120" 0.2'
ASSESSORS MAP 127 PARCEL 37
VARIANCES REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE .15.405:
1a: REDUCTION IN SETBACK, SAS TO LOT LINE (10'
To 0')
1b: REDUCTION IN SETBACK, SAS TO FOUNDATION
(20' TO 10')
1d: REDUCTION IN SIZE OF LEACHING FACILITY BY
5%
TOWN OF YARMOUTH REG 3.7:
REDUCTION IN SETBACK TO WETLAND (100' TO 50')
NOTES:
1. DATUM IS NGVL)
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE EXISTING TRENCHES
TITLE 5 SITE PLAN
OF 10 SUSAN ROAD
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: SCOTT PETERSEN
30 0 30 60 90
SCALE: 1" = 30' DATE: AUGUST 22, 2003
REV 1/3/04 (ALT. SYSTEM)
REV 8/28/13 (NOTES)
DANISLA. ye s% DANIEL
OJALA A. m
0 CIVILOJALA
No. 46502 d,'.A 4 .40380
PST SfONAI E P.V C,10 °Y V I mss/ 1 -3
DANIEL A. OJALA, P. E., P.L.S. DATE