HomeMy WebLinkAbout190 River Street - Site Plan 3TOP FNDN. AT EL. 9.6'
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
DOU13LE WASHED
tRUN PIPE LEVEL
-�-�FOR FIRST 2'
r PROPOSE��
• 1 '
� GALLON SEPTIC 4 WA
�J
�. ••
_BAFFLE: 8.7j"( -.Z-7 SLOPE) �_6' CRUSHED STONE OR MECHANICAL
TEE SIZES: (-1-7 SLOPE) (-L-7 SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH =
10"
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
SL
14"
10"
1OYR 3/2
OUTLET DEPTH
=
A/E
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
FOUNDATION- 11
ST 3'
PUMP 13'
D' BOX n'
10YR 4/1
PIPE JOINTS TO BE MADE WATERTIGHT.
CHAMBER
Bw
•INSTALLER TO CONFIRM FEASIBILITY
USE A 1500 GALLON PUMP CHAMBER
LMS
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
OF NEW EXIT PIPING ELEVATION PRIOR
1OYR 4/6
5.43'
:RC
TO INSTALLING ANY PORTION 0=
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
134 FT (.58) (.74) = 57
MCS
SEPTIC SYSTEM
ALARM AND CONTROL PANEL
OBS WATER
2.1'
BOTTOM: 722 SF x (.74) = 534
TO BE INSTALLED INSIDE
ea'
2.5Y 6/4
BUILDING. ALARM TO BE ON
C2
FROM BOARD OF HEALTH.
SEPARATE CIRCUIT FROM PUMP
amu,
PUMP & REMOVE EXISTING SEPTIC SYSTEM
2.5Y 5/3
INV.
IN
0.23'
INSTALLER TO DETERMINE ADEQUACY OF ELECTRICAL SYSTEM
1500 GAL H-10 S/T
2" P
NOTE:730
LEGEND
GAL+
ALARM ON
SLOPE TO DRAIN BACK TO PC
FLOQDZONE
FLOAT SWITCH
RESERVE
WEEP HOLE
SETTINGS:
PUMP ON
CHECK VALVE
FOUNDATION DESIGN
4.4" WORKING RANGE e
BATHERS.
- - - a.a
SUBMERSIBLE 4 10 HP PUMP
ti
/ PUMP CHAMBER
(NOT TO SCALE)
EXISTING SAS WATERPROOF/WATERTIGHT
EXIST. CONSISTING OF 3 FLO
PAVED DIFFUSORS PER AS
DRIVE - BUILT CARD AT BOH Z
B -------Lt B.1 TH
DDDP. GAR^.CE/LAUNDRY
8.1 ROOM A601 N
0.5'
PROP. SLAB
B. I
8.1
REMOVE MST. 1 I.
CAR GARAGE
.'k -8 -.Tr -"F --.s 5- - - -
I <
I
I
I x 14" MAPLE
I
I B
I
I x
1
I
I •x
1
X 16" MAPL
1 B
1 ,
8.2 22' M
L=40.78'/
R=25.00'
06-052
8.7
EXISTING
DWELLING
TOP FNDN - 9.6'
125.90'
'.
9�
0
33.25
E%IST. ST 0 +
(REMOVE) 7
O o
30"
VA
LEACHING
FACILITY
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACIUTY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
PROVIDE APPROX. 192. OF 40
MIL LINER AT LIMIT OF REMOVAL.
AS SHOWN. TOP AT ELEV. 8.9'.
BOTTOM AT ELEV. 4.9' -
+8.5
LOT 8A
17,969± SQ. FT.
22" OAK
YL_� li,
LOCUST
-EA-X-i-7.8X-�
_ X 8.0
98.52 �® 8 - -I-7 8 - - - -I z9
R/VER STREET
DIRECT ALL RUN-OFF WAY FROM
FOUNDATION
PROVIDE VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT WITH
HOMEOWNER CONSULTATION)
BENCH MARK - CTR OF
C.BASIN EL. = 7.8
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
7.9
5'
USE ADJ. WATER AT ELEV. 2.9'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 6/8/05
PERC. RATE _ < 2 MIN/INCH
CLASS I _ SOILS
ELEV.
n" Q ,'
f3
G �'
0 BASS RIVER PARKWAY
N
LOCUS
RIVER ST.
LOCATION MAP nts
ASSESSORS MAP 34 PARCEL 288
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 25'
FLOOD ZONE: A11 ELEV. 11
NEW LOT COVERAGE: 13.7%
GROUNDWATER ADJUSTMENT DATA
WELL MIW 29
ZONE: A
ADJ: 0.8'
Ap
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
SL
DATUM IS NGVD
10"
1OYR 3/2
,,' 1N!C10A' tole rcrn IQ AV4ILABI F______--
USE A 550 GPD DESIGN FLOW
A/E
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEF TIC TANK: 550 GPD (2 ) = 1100
LS
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
15"
10YR 4/1
PIPE JOINTS TO BE MADE WATERTIGHT.
USF A. GALLON SEPTIC TANK
Bw
USE A 1500 GALLON PUMP CHAMBER
LMS
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
32"
1OYR 4/6
5.43'
:RC
C1
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
134 FT (.58) (.74) = 57
MCS
TO BE USED FOR ANY OTHER PURPOSE.
72"
OBS WATER
2.1'
BOTTOM: 722 SF x (.74) = 534
9,
82
2.5Y 6/4
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
C2
FROM BOARD OF HEALTH.
VFS
10.
PUMP & REMOVE EXISTING SEPTIC SYSTEM
2.5Y 5/3
11.
100"
0.23'
G �'
0 BASS RIVER PARKWAY
N
LOCUS
RIVER ST.
LOCATION MAP nts
ASSESSORS MAP 34 PARCEL 288
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 25'
FLOOD ZONE: A11 ELEV. 11
NEW LOT COVERAGE: 13.7%
GROUNDWATER ADJUSTMENT DATA
WELL MIW 29
ZONE: A
ADJ: 0.8'
x LNG SPOT ELEVATION IN THE TOWN OF:
100 PROPOSED CONTOUR V4VIR:K. ° I ;•"Its"
EYLfit,F�. (SOUTH) YARMOUTH
100- EXISTING CONTOUR i
V( PREPARED FOR: LOU STERGIS
Y. R,Lt0"JTH'AOJE9 1',19T PAtG
Y2rrroutI1 Herd`h Dgn!rtr'erf
20 0 20 40 60
`BEARD F HEALTH
Na _�12e
APPRn\/FTi �i� MA SCALE: 1" = 20' DATE: FEBRUARY 27, 2006
off 508-362-4541
fox 508 362-9880
I
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 slain st. yarmouth, ma 02675
ARNE H 1GN°2y�A ARNE S90s MAR 0 2 2006
OJALA o H HEALTH DEPT.
CIVIL OJALA m
No. 3 792 4 No. 26345
`--1 If b
I• H. OJALA, P.E., P.L.S. BATE
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
1.
DATUM IS NGVD
DES:GN FL OW:5 [ PnPnn�gS 110 GPC) - 550 CPD
n
,,' 1N!C10A' tole rcrn IQ AV4ILABI F______--
USE A 550 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEF TIC TANK: 550 GPD (2 ) = 1100
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
1500
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USF A. GALLON SEPTIC TANK
USE A 1500 GALLON PUMP CHAMBER
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
LEACHING:
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
134 FT (.58) (.74) = 57
TO BE USED FOR ANY OTHER PURPOSE.
SIDES:
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
BOTTOM: 722 SF x (.74) = 534
9,
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
TOTAL: 798 S.F. 591GPD
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
USE (10) STANDARD INFILTRATORS IN CONFIGURATION
10.
PUMP & REMOVE EXISTING SEPTIC SYSTEM
SHOWN, WITH 4' STONE AT SIDES AND 1' AT ENDS
11.
ELECTRICAL PERMIT REQUIRED
12.
INSTALLER TO DETERMINE ADEQUACY OF ELECTRICAL SYSTEM
FOR INSTALLATION OF PUMP.
LEGEND
TITLE 5 SITE PLAN
100.0 PROPOSED SPOT ELEVATION
OF
190 RIVER STREET
100 0 EXIST
x LNG SPOT ELEVATION IN THE TOWN OF:
100 PROPOSED CONTOUR V4VIR:K. ° I ;•"Its"
EYLfit,F�. (SOUTH) YARMOUTH
100- EXISTING CONTOUR i
V( PREPARED FOR: LOU STERGIS
Y. R,Lt0"JTH'AOJE9 1',19T PAtG
Y2rrroutI1 Herd`h Dgn!rtr'erf
20 0 20 40 60
`BEARD F HEALTH
Na _�12e
APPRn\/FTi �i� MA SCALE: 1" = 20' DATE: FEBRUARY 27, 2006
off 508-362-4541
fox 508 362-9880
I
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 slain st. yarmouth, ma 02675
ARNE H 1GN°2y�A ARNE S90s MAR 0 2 2006
OJALA o H HEALTH DEPT.
CIVIL OJALA m
No. 3 792 4 No. 26345
`--1 If b
I• H. OJALA, P.E., P.L.S. BATE