HomeMy WebLinkAboutDOA - 47 Franklin St Ext - Site Plan003PRECAST H-10
RISERS (IYP.)
2'0
*12.1'
11.74
SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
13.7' MINIMUM .75'10F COVER OVER PRECA!
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2% SLOPE REQUIRED OVER SYSTEM
4"OSCH40 PVC
PIPES LEVEL 1ST 2' 2" DOUBLE -WASHED EASTON
/ OR GEOTEXTILE FABRIC
10 1500 GAL H-10 14" 11.66'
TEE SEPTIC TANK TEE , , , , c ° ,
1 1.49 1 1.1 6' 0%0%88000�0�o�ooageoog%00000oo.oa000ogo°o°8°Sg8 °eSgog°g000000
0000°°Oo°o° o 0 0° o o o o°0 0° °0000 0 0 0 0 0
GAS BAFFLE°°�°�o�°�°� °°°°°o°o°oog8o8^%�0 °^°�S�°^8�% S o°°°°° °°°°° °^8�%�°� 1 0.5'
4' LIQ. LEVEL (ACME OR EQUAL) J: 1 1.36' 11-19, °°� ° ° ° 4" PVC SET AT .005'' SLOPE° °°°°° ° °
ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE
000 °°°. WATER -TEST D'BOX FOR LEVELNESS
° °°°o o ° °_"_ °° °° °.
5'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
iE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
ILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
IOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
IN ELEVATION TO PROVIDE GRAVITY FLOW AND HOLD
[MUM 5' SEPARATION TO ADJUSTED GROUNDWATER
LEGEND-
EGEND99-
SLOPE)
( % SLOPE) (-1-7. SLOPE)
X 99.1
EXIST. SPOT ELEV.
F9971
FOUNDATION-
16' SEPTIC TANK
13' D' BOX 5'
LEACHING
FACILITY
USE ADJ. G -W ®5.5'
iE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
ILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
IOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
IN ELEVATION TO PROVIDE GRAVITY FLOW AND HOLD
[MUM 5' SEPARATION TO ADJUSTED GROUNDWATER
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
F9971
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
PROPOSED CONTOUR
EM
PROPOSED SPOT EL.
TTH11
ltp�
� Oe
r
�}
TEST HOLE
2�
SLOPE OF GROUND
CLASS I
UTILITY POLE
ZONING DISTRICT: R-25 DISTRICT
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
LEACH FIELD DETAIL
1"=20'
ENGINEER: DAVID FLAHERTY, R.S.,
SE2755
WITNESS: PHIL
RENAUD, YBoH
VERIFYING THE LOCATION OF ALL UNDERGROUND -
DATE: 12/18/06
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
d
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
ltp�
� Oe
r
PERC. RATE _
< 2 MIN/INCH
0005D DATED REV.7/2/92
�e
CLASS I
SOILS
ZONING DISTRICT: R-25 DISTRICT
s
4
W
ELEV.
MIN. BLDG COVERAGE: 25%
ELEV.
4
0„
11.0'
0,.
11_0'
A
MIN, REAR SETBACK 20'
A
LS
one
GARBAGE
LS
1OYR 5/4
PROVIDE 90' OF 40 MIL
/ LINER AT 5' OFF SAS IN
1OYR 5/4
e
0
AREA SHOWN. TOP AT ELEV.
BOTTOM
B
h
\ 11.7', BOTTOM AT EL. 7.7'1
B
LS
S
Lewis
LS
35" 1 OYR 5/8
8.08'
36..
t OYR 5/8 8.0'
C
ERC C
57"
FMS
FMS
3.25' Q4"
2.5Y 6/4 2.5Y 6/4
108" 2_0' 108"
G -W ADJ. DATA:
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 1.9'/2.8' (AVG. 2.3')
3.17'
►'m
N4
7.48
OF
Off.
/ max- 7; �ZI 9
Z.
/ / 22
O0�x�.50
x
NOTE: FLOODZONE LINE %7�5 6
SCALED FROM FEMA MAP
(PROP. HSE AND SEPTIC •�// x, 9.39 xy._'
OFSTEM ELEVA,O ALLY LANDWARD / / // 9 - >�81 9.66
/ -9.71 �
10/17/13
D. GONSALVES, SE
WITNESS: B. MURPHY
& P. RENAUD
ELEV.
p 10.0'
A
LS
1OYR 4/2
8"
B
LS
tOYR 5/6
22" 8.17'
C
MS
1OYR 7/4
94" nRS WATFF
U -N
v /
P
.13 SEL
9.45
Jas\
/
-1 64
/8. 6 x 9.66 O \
x 10.20 f
PROP. WATERLINE ry1p
x 10.74
BO
�Oo
G -W ADJ. DATA (AH):
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 2.5'/3.7' (AVG. 3.1')
Scale:1 "= 20'
0 10 20 30 40 50 FEET
/tUIER HOLE `
IE Ag 1D.1
E p- ��1'`
ZOAiE� I 1 0.44\
PROP. DWELL
TOPF1NDN. - 14.51
(SLAB OUNDATION, NO
CRA PACE)
x 10.81
LOTAREA: �/
8,32 SF /z / x
-12.20
SHED
x
J
NOTES
1. DATUM IS NGVD29
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 -].Q
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. BE RESPONSIBLE
SHALL
LOCUS MAP
CALLINGTRACTOR DIGSAFE (1 -888-344-7233) ANDFOR
VERIFYING THE LOCATION OF ALL UNDERGROUND -
Route
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
d
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
ltp�
� Oe
r
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
PROPOSED LEACHING FACILITY.
0005D DATED REV.7/2/92
�e
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
s
MIN. LOT SIZE 25,000 S.F.
MIN. BLDG COVERAGE: 25%
s
MIN. FRONTAGE 150'
MIN. FRONT SETBACK 30'
Q�
MIN. SIDE SETBACK 15'
MIN, REAR SETBACK 20'
SITE IS NOT WITHIN APD
one
GARBAGE
DISPOSER IS NOT ALLOWED
PROVIDE 90' OF 40 MIL
/ LINER AT 5' OFF SAS IN
SIDES:
e
0
AREA SHOWN. TOP AT ELEV.
BOTTOM
30 15 (.74) = 333
h
\ 11.7', BOTTOM AT EL. 7.7'1
Lewis
x
S
Lewis
Bay
Pond
TOTAL:
450 S.F. 333
�'odio
�o
USE 30' x 15'
x 0.5' DEEP LEACH FIELD WITH (3) 4"
owers�
PERF. PVC IN
DOUBLE WASHED STONE.
SEE DETAIL
10. BE RESPONSIBLE
SHALL
LOCUS MAP
CALLINGTRACTOR DIGSAFE (1 -888-344-7233) ANDFOR
VERIFYING THE LOCATION OF ALL UNDERGROUND -
DESIGN FLOW:
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
ASSESSORS MAP 22 PARCEL 215.2
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
SHALL BE REMOVED 5' BENEATH AND AROUND THE
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
PROPOSED LEACHING FACILITY.
0005D DATED REV.7/2/92
12. WETLAND FLAGGED BY HAMLYN CONSULTING
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
SEPTIC TANK:
MIN. LOT SIZE 25,000 S.F.
MIN. BLDG COVERAGE: 25%
MIN. FRONTAGE 150'
MIN. FRONT SETBACK 30'
USE A 1500
MIN. SIDE SETBACK 15'
MIN, REAR SETBACK 20'
SITE IS NOT WITHIN APD
SYSTEM DESIGN:
GARBAGE
DISPOSER IS NOT ALLOWED
5' REMOVAL OF UNSUITABLE SOIL REWIRED
11.
i
AROUND PERIMETER OF LEACHING FACILITY,
DESIGN FLOW:
3 BEDROOMS ® 110 GPD
= 330 GPD
DOWN TO SUITABLE SOIL LAYER. REPLACE
1.6 \
-
HIGH �17
\\ki
N1TH CLAN MED. SAND, TO MEET
USE A 330 GPD DESIGN FLOW
x 13.39
ao
SPECIFICATIONS OF 310 CMR 15.255(3)
�\
SEPTIC TANK:
330 GPD (2) = 660
USE A 1500
GAL. SEPTIC TANK
13-x.64 r�/�
LEACHING:
PROVIDE 90' OF 40 MIL
/ LINER AT 5' OFF SAS IN
SIDES:
N/A
AREA SHOWN. TOP AT ELEV.
BOTTOM
30 15 (.74) = 333
GPD
\ 11.7', BOTTOM AT EL. 7.7'1
x
\FOO
. (�
-10. 4\F V
O
TOTAL:
450 S.F. 333
GPD
�o
USE 30' x 15'
x 0.5' DEEP LEACH FIELD WITH (3) 4"
X a
PERF. PVC IN
DOUBLE WASHED STONE.
SEE DETAIL
30
11.
i
\UTIL POLE
010.86
'X 10.42
J.
ib.
1.6 \
11.5'
/
HIGH �17
\\ki
2
x 12.34 .4 1110.81
x 13.39
ao
BENCHMARK: USE MAG NAIL AT
ELEVATION 10.86' NGVD
APPROVED
l
DATE DANIEL A. OJALA, P.E., P.L.S.
, MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
47 FRANKLIN ST. EXT.
WEST YARMOUTH
PREPARED FOR
ANTHONY DISIPIO
DECEMBER 26, 2013
REV. 1/27/14 (NO FILL)
I off 508-362-4541
fax 508-362-9880
downcope.com
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