HomeMy WebLinkAbout190 River Street - Site Plan 2I
SYSTEM PR❑FILE
TOP FNDN. AT:'ELI 1'1:7' V(NOT TO SCALE)
{ ACCESS f•QER TO WI
THIN 6' OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
{I 11.1 MINIMUM' .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
z
RUN PIPE LEVEL
%-FOR FIRST 2'
aM //
9.314
IPRO POSED
i f !GALLON SEPTI t 8.87'
9.12 I `--�� 8.41
(H- 1 b ��) GAS , 0000 8.49'
i BAFFLE 8.66
(- -
2 i SLOPE)j �ij�__6' CRUSHED STONE OR MECHANICAL
jI ,.. COMPACTION. (15.221 [21)
DEPTH OF FLOW 4 (1 ry, SLOPE) ( i SLOPE)
TEE I SIZES:I
„
INLET DEPTFI - 10
_
,1'OUTLET DEPTH.'= :'14
.III I,
I j FOUNDATION .:11 I - SEPTIC TANK 21'
NOTE:':.
FLOODZONE
FOUNDATION DESIGN
BY OTHERS.
FINAL GRADING AROUND "
FOUNDATION TO BE IN
ACCORDANCE WITH FEMA
FLOODZONE STANDARDS.
L=40.78'.
R=25.00'
2% SLOPE REQUIRED OVER SYSTEM
/ 20 DOUBLE WASHED PEASTON'
0.58'
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 3'
LEACHING
FACILITY
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
_ DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
PROVIDE APPROX. 103' OF 40
MIL LINER AT WESTERLY,
NORTHERLY AND EASTERLY SIDES
OF SAS, AT LIMIT OF REMOVAL,
1 AS SHOWN. TOP AT ELEV. 8.9',
BOTTOM AT ELEV. 4.9'
+
+
22" (LOCUST
PROVIDE INSULATING BLANKET
OVER EXIT SEWER LINE, FROM
DWELLING TO PROPOSED SEPTIC
TANK.
- PROP. DWELLIILQ
7D% F 11.7
,c
2� t/
a
98.52' -t-7B----} 7.9
`® .8
�o>io
o = RI VER STREE I
0� m
rn � o BENCH MARK - CTR OF
7 C.BASIN EL. = 7.8
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
7
5'
USE ADJ. WATER AT ELEV. 2.9'
TEST HOLE LOGS
f i A"I II
ENGINEER: I fi RICK JUDD, RS I"
WITNESS: AMY VON HONE, RS
DATE: 6/8/05
2 MIN/INCH
PERC: RATE _ <
CLASS I SOILS
is
011 4 f
ELEV. '(-('H
8.1
AL
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
EXISTING SAS
DATUM IS NGVD
10"
1OYR 3/2
MUNICIPAL WATER IS AVAILABLE
IISF A 550 GPD DESIGN FLOW
CONSISTING
OF
3 FLO
LS
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO hl-
115"
1OYR 4/1
DIFFUSORS
PER
AS
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
LMS
ENVIRONMENTAL CODE TITLE V.
BUILT CARD
AT
BOH
RC
C1
TO BE USED FOR ANY OTHER PURPOSE.
EXIST.
IS IN AREA
OF
PROPOSED
OBS WATER
2.1
TOTAL:
PAVED
SYSTEM
2.5Y 6/4
FROM BOARD OF HEALTH.
C2
10.
DRIVE
VFS
8.3
is 8.
100"
125.90'
0
PO F(FRir
i
N -B.9--------
8.1 m TH --
--
0
-
_. o4 �c
i;
1L\
los
I
9.7'
RES RV
I o
1765 .)
8.3
v33.25
3325' -
L=40.78'.
R=25.00'
2% SLOPE REQUIRED OVER SYSTEM
/ 20 DOUBLE WASHED PEASTON'
0.58'
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 3'
LEACHING
FACILITY
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
_ DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
PROVIDE APPROX. 103' OF 40
MIL LINER AT WESTERLY,
NORTHERLY AND EASTERLY SIDES
OF SAS, AT LIMIT OF REMOVAL,
1 AS SHOWN. TOP AT ELEV. 8.9',
BOTTOM AT ELEV. 4.9'
+
+
22" (LOCUST
PROVIDE INSULATING BLANKET
OVER EXIT SEWER LINE, FROM
DWELLING TO PROPOSED SEPTIC
TANK.
- PROP. DWELLIILQ
7D% F 11.7
,c
2� t/
a
98.52' -t-7B----} 7.9
`® .8
�o>io
o = RI VER STREE I
0� m
rn � o BENCH MARK - CTR OF
7 C.BASIN EL. = 7.8
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
7
5'
USE ADJ. WATER AT ELEV. 2.9'
TEST HOLE LOGS
f i A"I II
ENGINEER: I fi RICK JUDD, RS I"
WITNESS: AMY VON HONE, RS
DATE: 6/8/05
2 MIN/INCH
PERC: RATE _ <
CLASS I SOILS
is
011 4 f
ELEV. '(-('H
8.1
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 0 PROPOSED CONTOUR
-
100- EXISTING CONTOUR
BOARD OF HEALTH
MA
PPROVED DATE
off 508-362-4541
fax 508 362-9880
down cope engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 chain st, yarmouth, ma 02675
OZ OV AON I
iJ I
TITLE 5 SITE PLAN
OF 190 RIVER STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: WINDSWEPT HOMES
20 0 20 40 60
SCALE: 1" = 20 DATE: SEPTEMBER 27, 2005
NOV 0 g 2005
°s O T£a- 51 q s6���O�
F 1
... � S ;RV£
ARNE H. OJAI.A, P.F.., P.L.S. DATE
:
%rL*M� Pff7"
AL
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
S
DATUM IS NGVD
10"
1OYR 3/2
MUNICIPAL WATER IS AVAILABLE
IISF A 550 GPD DESIGN FLOW
A/E
IJ.IVit."!IM ;'IPI: PITCH TO BE 1/g PER FOOT.
10
550 1100
LS
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO hl-
115"
1OYR 4/1
PIPE JOINTS TO BE MADE WATERTIGHT. I_
USE A 1500 GALLON SEPTIC TANK
BW
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
LMS
ENVIRONMENTAL CODE TITLE V.
32„
1OYR 4/6
5.43'
RC
C1
TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 2(33.25 x 10.83) (.74) = 532
MCS
PIPE FOR SEPTIC' SYSTEM TO SCH. 40-4" PVC.
72"
OBS WATER
2.1
TOTAL:
82"
2.5Y 6/4
FROM BOARD OF HEALTH.
C2
10.
PUMP & REMOVE EXISTING SEPTIC SYSTEM
VFS
2.5Y 5/3
100"
0.23'
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 0 PROPOSED CONTOUR
-
100- EXISTING CONTOUR
BOARD OF HEALTH
MA
PPROVED DATE
off 508-362-4541
fax 508 362-9880
down cope engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 chain st, yarmouth, ma 02675
OZ OV AON I
iJ I
TITLE 5 SITE PLAN
OF 190 RIVER STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: WINDSWEPT HOMES
20 0 20 40 60
SCALE: 1" = 20 DATE: SEPTEMBER 27, 2005
NOV 0 g 2005
°s O T£a- 51 q s6���O�
F 1
... � S ;RV£
ARNE H. OJAI.A, P.F.., P.L.S. DATE
:
%rL*M� Pff7"
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
1.
DATUM IS NGVD
DESIGN FLOW: 5- BEDROOMS ( 110 GPD) = 550 GPD
2.
MUNICIPAL WATER IS AVAILABLE
IISF A 550 GPD DESIGN FLOW
3.
IJ.IVit."!IM ;'IPI: PITCH TO BE 1/g PER FOOT.
10
550 1100
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO hl-
SEPTIC TANK: GPD (2 ) =
5.
PIPE JOINTS TO BE MADE WATERTIGHT. I_
USE A 1500 GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
[2(33.25 +10.83)(.58)(.74)]2 = 75
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY "AND IS NOT
SIDES:
TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 2(33.25 x 10.83) (.74) = 532
8.
PIPE FOR SEPTIC' SYSTEM TO SCH. 40-4" PVC.
821 S.F. 607 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
TOTAL:
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (10) STANDARD INFILTRATORS IN CONFIGURATION
FROM BOARD OF HEALTH.
SHOWN. WITH 4' STONE AT SIDES AND 1' AT ENDS_
10.
PUMP & REMOVE EXISTING SEPTIC SYSTEM
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 0 PROPOSED CONTOUR
-
100- EXISTING CONTOUR
BOARD OF HEALTH
MA
PPROVED DATE
off 508-362-4541
fax 508 362-9880
down cope engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 chain st, yarmouth, ma 02675
OZ OV AON I
iJ I
TITLE 5 SITE PLAN
OF 190 RIVER STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: WINDSWEPT HOMES
20 0 20 40 60
SCALE: 1" = 20 DATE: SEPTEMBER 27, 2005
NOV 0 g 2005
°s O T£a- 51 q s6���O�
F 1
... � S ;RV£
ARNE H. OJAI.A, P.F.., P.L.S. DATE
:
%rL*M� Pff7"