HomeMy WebLinkAbout22.112 - Title 5 Site Plan (3)S OPE) (--1-7 SLOPE) (-!--% SLOPE)
FOUNDATION- 11 -SEPTIC TANK 10' D' BOX 8' LEACHING 4.95' BOTTOM TH-1 & 2FACILITY NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SE ER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND
SYSTEM PROFILE
ALL S LL BE
X 99.1 EXIST. SPOT ELEV
99 PROPOSED CONTO
MARK DTWITHCMAGNETICTTAPEAOR
99 PROPOSED SPOT
L.
THi
(NOT TO SCALE)
COMPARABLE MEANS FOR FUTURE LOCATION.
2� SLOPE OF GROUN
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILECONCRETE
COVERS TO WITHIN 3" GRADE
EXIST. CP
yX FIRE HYDRANT
TOP FOUND. EL. 17.0'
FILTER FABRIC OVER STONE
F2%
Bay Rodio
15.8' MINIMUM .75' OF COVER
OVER PRECAST
SLOPE REQUIRED OVER SYSTEM
/
PRECAST H-1
i5
BLOCKS OR
RISERS (TYP.)rl
2'0
OSCH40 PVC
PRECAST RISERS
MORTAR ALL
I
rLPI�"PESLEVEL 1ST 2' F--4'
COMPONENTS H-10
(TYP')
ENDS
SIDES
13.8:
*14.0' ! 10" 1500 GAL H-10 14•
.. °':..:
._ -.... °;^'
13.75' TEE SEPTIC TANK TEE 13.5'®�®
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°°°°°o°opo°
j3.4'
14.57.2 GRAVEL
BENCH MARK - CTR OF
��69
7q
4' LIQ. LEVEL (ACME OR EQUAL).::
13.23'
a.ss EXIST. DWELL.
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o°000a00000°o°o°o°o°o°o°o°000
If
LH-10
3`
TOP FNDN
FF EL.
EL. 15.9'
16.6'
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
500 GAL. LEACHING CHAMBER BY ACME PRECAST
OR°EQUAL.
(2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED
STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE:
25.0' X 12.83'
COMPACTION.
(15.221 [21)
6.05'
WATER -TEST D'BOX FOR LEVELNESS
-
MIN
S OPE) (--1-7 SLOPE) (-!--% SLOPE)
FOUNDATION- 11 -SEPTIC TANK 10' D' BOX 8' LEACHING 4.95' BOTTOM TH-1 & 2FACILITY NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SE ER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND
99- EXISTING CONTOU
X 99.1 EXIST. SPOT ELEV
99 PROPOSED CONTO
R
99 PROPOSED SPOT
L.
THi
TEST HOLE
2� SLOPE OF GROUN
Q) UTILITY POLE
EXIST. CP
yX FIRE HYDRANT
.,
xi .1
15.0 bs
NOTE NOT ALL SYMBOLS MAY APPEAR IN
DRAWING
TEST HOLE (LOGS
ENGINEER: DANIEL E. GONSALVES, SE
WITNESS: AMY VON HONE, RS
DATE: 12/12/13
PERC. RATE =_< 2 MI /INCH
CLASS 1 SOILS
4 ELEV.
1
0" 16.2'
A
LS
10" 10YR 3/2
B
LS
1OYR 5/8
26" 14.0'
PERC C
FS
2.5Y 6/3
4 ELEV.
2
0" 16.2'
A
LS
10" 10YR 3/2
B
LS
1OYR 5/8
26" 14.0'
C
FS
2.5Y 6/3
135" I 14.95' 135" L --
NO GROUNDWATER ENCOUNTERED
13-294
4.95'
PROP. DWELL.
TOP FNDN. = EL 17.0'
EXIST. DWELL.
15.44
LUT
7,440 AG.
li
561
r- .57\ \
0
5.68 O 0
S' O
n /
EXIST.
ST
m
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-jQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR 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. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED
EXISTING SEPTIC SYSTEM SHOWN
PER AS -BUILT ON FILE AT TOWN
(LEACHING APPROXIMATE ONLY)
TH 16.01
PROP. STAIRS TO
�'oute
L c
BASEMENT WITHIN
IX
3 _ !
t .AKS
RETAINING WALL
¢3
e �
•--_SS•.
........
EXIST. CP
..
.,
xi .1
15.0 bs
5.4
15.46
o
.09.�.1Z, CV
Bay Rodio
" i s
x I
; -
/
i5
... .. 5.14
9 4.8
02
s
3
2:;Q3
4.
14.
14.57.2 GRAVEL
BENCH MARK - CTR OF
��69
7q
( 3 DRI
a.ss EXIST. DWELL.
CATCH BASIN. EL.= 13.5
t�
3`
TOP FNDN
FF EL.
EL. 15.9'
16.6'
[xN4.21 4.73
.+ HwIGH PT. -,,,,,,x
41C.` �"� 14.03
1�F
Scale: 1"= 20'
0 10 20 30 40 50 FEET DATE
EXIST. DWELL
S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 22 PARCEL 112
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
AS SHOWN ON COMMUNITY PANEL#250012
DATED REV 7/2/1992
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 2 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUA
WITH 4' ST ONE•ALL AROUND
111111 l armouth Health Department ,
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
16 SILVER LEAF LANE
WEST YARMOUTH
PREPARED FOR
SCOTT & STACEY OBER
REV. MARCH 17, 201'42(HSE DIM.)
off 508-362-4541
fax 508-362-9880
downcope.com
down cope engineering, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
MA
�'oute
L c
p.
�P
q sl
z
"
o e
�° Q Qc cad
¢3
e �
0
y
Lewis
Bay Rodio
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 22 PARCEL 112
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
AS SHOWN ON COMMUNITY PANEL#250012
DATED REV 7/2/1992
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 2 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUA
WITH 4' ST ONE•ALL AROUND
111111 l armouth Health Department ,
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
16 SILVER LEAF LANE
WEST YARMOUTH
PREPARED FOR
SCOTT & STACEY OBER
REV. MARCH 17, 201'42(HSE DIM.)
off 508-362-4541
fax 508-362-9880
downcope.com
down cope engineering, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
MA