HomeMy WebLinkAbout22.112 - Title 5 Site Plan (2)TOP FOUND. EL. j7.0
*14.0'
13.75'
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
MINIMUM .
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 16.0' ,
U 10" 1500 GAL H-10 14" _ 4� r:ur _ . -. ... ..
TEE SEPTIC TANK TEE DOL�I'A Em 7 ®O®O- �O®O 9
13.5'
° ®®moo®o®oo�® 000®®®a®®®® °000j
GAS BAFFLE °4°0°$0°°°°9 N '
4' LIQ. LEVEL (ACME OR EQUAL) 13.4' 13.23, .D'
°°O0°0°0°0°0°0°°0°0000 0°°°O°O°O°O°O0°000 I G
^0°°^°,°°°'°0°0°° ^ °°0^°'°°°° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.�H-10 500 AL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83'
COMPACTION. (15.221 [2]) - 6.05'
WATER -TEST D'BOX FOR LEVELNESS
MIN.
(-L-% LOPE) ( % SLOPE) (--!-% SLOPE)
LEACHING 4.95' BOTTOM TH-1 & 2
FOUNDATION- 12' SEPTIC TANK 10' D' BOX 8' FACILITY NO GROUNDWATER FOUND _
*THE INSTALLER SHALL VERIFY FHE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
Route
/
LEGEND-
EGEND99-
BLOCKS OR
99-
EXISTING CONTOL
R
4"OSCH40 PVC
PIPES LEVEL 1ST 2'
/
MORTAR ALL PRECAST RISERS
COMPONENTS H-10
'
4 (TYP.) 4.
ENDS SIDES 13.83'
X 99.1
....
rI
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U 10" 1500 GAL H-10 14" _ 4� r:ur _ . -. ... ..
TEE SEPTIC TANK TEE DOL�I'A Em 7 ®O®O- �O®O 9
13.5'
° ®®moo®o®oo�® 000®®®a®®®® °000j
GAS BAFFLE °4°0°$0°°°°9 N '
4' LIQ. LEVEL (ACME OR EQUAL) 13.4' 13.23, .D'
°°O0°0°0°0°0°0°°0°0000 0°°°O°O°O°O°O0°000 I G
^0°°^°,°°°'°0°0°° ^ °°0^°'°°°° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.�H-10 500 AL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83'
COMPACTION. (15.221 [2]) - 6.05'
WATER -TEST D'BOX FOR LEVELNESS
MIN.
(-L-% LOPE) ( % SLOPE) (--!-% SLOPE)
LEACHING 4.95' BOTTOM TH-1 & 2
FOUNDATION- 12' SEPTIC TANK 10' D' BOX 8' FACILITY NO GROUNDWATER FOUND _
*THE INSTALLER SHALL VERIFY FHE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
A
LS
10" 10YR 3/2
B
LS
26" 1OYR 5/8 14.0'
PERC C
FS
2.5Y 6/3
135"
NO GR(
13-294
A
LS
10" 10YR 3/2
B
LS
26" 1OYR 5/8 14.0'
C
FS
2.5Y 6/3
4.95' 135" L
)WATE ENCOUNTERED
4.95'
PROP. DWELL. /tel
TOP FNDN. = EL. 17.0' 1 LOT IK ,
A
57
o
.g
*15.68 OI
EXIST. DWELL. 2 s6•
15.44
PROP. STAIRS TO
Route
/
LEGEND-
EGEND99-
11 ><
99-
EXISTING CONTOL
R
5.4
DECEMBER 16, 2013
X 99.1
EXIST. SPOT ELEV.
Bay Rodo
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downcope.com
inc.
PROPOSED CONT
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civil engineers
99
PROPOSED SPOT
EL.
939 Main Street ( Rte 6A)
P. .S.
TH1
TEST HOLE
2>
SLOPE OF GROU
D
UTILITY POLE
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEM
N DRAWING
TESTHOLE
LOGS
ENGINEER:
DANIEL E. GONSALVES, SE
WITNESS: AMY VON HOME, RS
DATE: 12/12/13
PERC. RATE
_ < 2 MIN/INCH
CLASS I
SOILS
4
ELEV.
ELEV.
p"
16.2'
p" 16.2'
A
LS
10" 10YR 3/2
B
LS
26" 1OYR 5/8 14.0'
PERC C
FS
2.5Y 6/3
135"
NO GR(
13-294
A
LS
10" 10YR 3/2
B
LS
26" 1OYR 5/8 14.0'
C
FS
2.5Y 6/3
4.95' 135" L
)WATE ENCOUNTERED
4.95'
PROP. DWELL. /tel
TOP FNDN. = EL. 17.0' 1 LOT IK ,
A
57
o
.g
*15.68 OI
EXIST. DWELL. 2 s6•
15.44
PROP. STAIRS TO
Route
/
BASEMENT WITHIN
11 ><
._3
RETAINING WALL
(9P✓NN ru5st
p
5.4
DECEMBER 16, 2013
15.G3 6S 15.46
15
Lewis
Bay Rodo
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L _ _ y Z �i4.57GRARVEL
IV
BENCH MARK - CTR OF "\ j 1 4.22
CATCH BASIN. EL.= 13.5 \ 7,1
60
tS'j 300.
��/
(><)', 4.21
�
-`) 9.73
4(o HIGH PT.�.
4,C 14.03
Scale: 1"= 20'
0 10 23 30 40 50 FEET
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 -]S)
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)
n
'
TH 1� 6.01
� 2
009HE 8 "3 T, C.Y
11
0 F /
s.8 �.
0 \°
EXIST.
Sr sD4
1 �,aaKSr
EXIST. CP
14
x.66 \- EXIST. DWELL.
TOP FNDN EL. 15.9'
FF EL. 16.6'
EXIST. DWELL.
Yarmouth
FILE COPY
12i1�/I'�
DATE
IH ODM
ANIELA.
OJALA
CIVIL
Department
Date
DANIEL
A.
OJALA
DANIEL A. OJALA,
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
WITH 4' STONE ALL AROUND
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
Route
L c
c Qa
�P
� sf
e
z e.
DECEMBER 16, 2013
i?
Lewis
Bay Rodo
fax 508-362-9880
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
WITH 4' STONE ALL AROUND
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
MA
16 SILVER LEAF LANE
WEST YARMOUTH
PREPARED FOR
SCOTT & STACEY OBER
DECEMBER 16, 2013
off 508-362-4541
fax 508-362-9880
downcope.com
inc.
down cope engifteLM460,
civil engineers
land surveyors
939 Main Street ( Rte 6A)
P. .S.
YARMOUTHPORT MA 02675
MA