HomeMy WebLinkAbout83-2066 - Site PlanLEGEND
- 99--
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
(98.4]
PROPOSED SPOT EL.
TH1
COMPARABLE MEANS FOR FUTURE LOCATION.
o�
TEST HOLE
2�
SLOPE OF GROUND
cQ)
UTILITY POLE
GRADE2" PEASTONE OR GEOTEXTILE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
*
24.05' TEE 1500 GAL H-10 7EE '{ ® ®ElpiQ
SEPTIC TANK 23.80'
4' LID. LEVEL oao°o°oaoo°O WATERTEST D'BOX o 00 o 0 0 0 0 0 0 0 o 0 o u o o 1 0111°0
ACME OR EQUAL BAFFLE o,°, o,°,0.,0°04• FQR LEVELNESS
21.47' 21.30' °°°°°`°° 19.20
°o°o°o°°
X00000 0°000°000000000°00000000°0000o0o0a°oao
3/4 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
1-1/2" DOUBLE WASHED STONE
ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83'
COMPACTION. (15.221 [2]) N
LIS
13.0' BOTTOM TH-2
( 2_5% SLOPE)(3-6 % SLOPE) (-L-% SLOPE) NO GROUNDWATER FOUND
FOUNDATION- 11, - SEPTIC TANK 65' D' BOX 12' LEACHING
FACILITY
J
D
LU
1�3
CO
n
Z = cCt
U
jwo
U ~ m Z
Of z
¢ \ w
1 0_ z 0
EASEMENT be
za�zo •\ I�
z9
HIGH P .
BENCHMARK:
MAG ELEVATION
i =25.6 NAVD88
TH1 \ 1,
LU
w r
n I
T 2
0 Li 9 \ fi
3 1, F,
�P W
� II II
Q
� Q O
0- 0'
DICE ## 16-057
LOT 1
WETLAND - 15,737 SFf
UPLAND - 43,575 SFt
TOTAL - 59,312 SF±
\I
VY -
WETLAND
I
F x_15
1� o
0 WH k
STO'NE
� 19�
119]
[.7
[21
SOLAR PANELS
/ 132.07'
PARCEL 29
N/F DAVID G\SHERMAN
38 NICKERSON'FARM WAY
SOUTH YARMOUYtH, MA 02664
DEED BOOK 121 $.PAGE 70
� 20.
rn
\ N
4 O N
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0
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0
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on)w�
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°
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0 :2
1" W O Y
n <m<0
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w 0 � Lj
¢\mow
a- z l- Un 0
NOTES
2. MUNICIPAL WATER IS PROPOSED
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. 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.
it. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF.
APPROXIMATE LOCATION SHOWN.
DANIEL
A.
O.IALA
SYSTEM PROFILEALL
SYTEM
TTAPE AOR BE
RS
Follins
o
MAR ED WTHCMAGNETIC
Pond'12f
59,312 SF
(NOT TO SCALE) i
COMPARABLE MEANS FOR FUTURE LOCATION.
o�
PROVIDE MIN. 20" DIAM. WATERTIGHT
Stoney Hill ?OG ,
\�
30.7'
MIN. SIDE SETBACK
ACCESS COVERS TO WITHIN 6" OF FIN.
GRADE2" PEASTONE OR GEOTEXTILE
o
CONCRETE COVERS TO WITHIN 3" GRADE
AAa
. 29.0
0
Q
9.1%
N
FILTER FABRIC OVER STONE
<35'
0
THE AQUIFER
PROTECTION
28.2' MINIMUM .75'
OF COVER OVER
PRECAST
R
2% SLOPE REQUIRED OVER SYSTEM
LS
gIU °
10YR 3/1
10YR 3/1
NOTE: 2" MIN. WALL
7"
3"
PRECAST H-10
THICKNESS REQUIRED
BLOCKS OR
RISERS (TYP.)
z'o
4"0SCH40 PVC
22„
PRECAST RISERS
MORTAR ALL
24.2'
6" MIN. SUMP
12- MIN. INT. DIM.
r][
PIPES LEVEL 1ST 2'
4•
ENDS
COMPONENTS H-10
(TYP.) !NV'S EL. 2J.20
SIDES 22.03'
24.05' TEE 1500 GAL H-10 7EE '{ ® ®ElpiQ
SEPTIC TANK 23.80'
4' LID. LEVEL oao°o°oaoo°O WATERTEST D'BOX o 00 o 0 0 0 0 0 0 0 o 0 o u o o 1 0111°0
ACME OR EQUAL BAFFLE o,°, o,°,0.,0°04• FQR LEVELNESS
21.47' 21.30' °°°°°`°° 19.20
°o°o°o°°
X00000 0°000°000000000°00000000°0000o0o0a°oao
3/4 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
1-1/2" DOUBLE WASHED STONE
ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83'
COMPACTION. (15.221 [2]) N
LIS
13.0' BOTTOM TH-2
( 2_5% SLOPE)(3-6 % SLOPE) (-L-% SLOPE) NO GROUNDWATER FOUND
FOUNDATION- 11, - SEPTIC TANK 65' D' BOX 12' LEACHING
FACILITY
J
D
LU
1�3
CO
n
Z = cCt
U
jwo
U ~ m Z
Of z
¢ \ w
1 0_ z 0
EASEMENT be
za�zo •\ I�
z9
HIGH P .
BENCHMARK:
MAG ELEVATION
i =25.6 NAVD88
TH1 \ 1,
LU
w r
n I
T 2
0 Li 9 \ fi
3 1, F,
�P W
� II II
Q
� Q O
0- 0'
DICE ## 16-057
LOT 1
WETLAND - 15,737 SFf
UPLAND - 43,575 SFt
TOTAL - 59,312 SF±
\I
VY -
WETLAND
I
F x_15
1� o
0 WH k
STO'NE
� 19�
119]
[.7
[21
SOLAR PANELS
/ 132.07'
PARCEL 29
N/F DAVID G\SHERMAN
38 NICKERSON'FARM WAY
SOUTH YARMOUYtH, MA 02664
DEED BOOK 121 $.PAGE 70
� 20.
rn
\ N
4 O N
V)
H
Zw
Ld w
0_
U "Yy� U
yc 0_
6,Z 0
0
Cr
N
0
w\¢
cn wl:2 <
In o
w
O JIB Cy
m } �
0
LU
on)w�
r> _- m 0
z 0Q
z o
� �rn
zLu
Za�o
U0n1J�J0m
°
EL
E0
0
C
O M \J\
O
O
_j
wz
1
J �I1i
��0
0 :2
1" W O Y
n <m<0
w D-< _
w 0 � Lj
¢\mow
a- z l- Un 0
NOTES
2. MUNICIPAL WATER IS PROPOSED
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. 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.
it. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF.
APPROXIMATE LOCATION SHOWN.
DANIEL
A.
O.IALA
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 118 PARCEL 23.3
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO579J
DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
WITNESS: AMY VON HONE,
RS
Follins
o
MIN. LOT SIZE
Pond'12f
59,312 SF
MIN. LOT FRONTAGE
150'
o�
01, d
Stoney Hill ?OG ,
\�
30.7'
MIN. SIDE SETBACK
20'
Locus oye Tei
o
20'
AAa
0
n
0
Q
9.1%
N
35'
<35'
0
THE AQUIFER
PROTECTION
OVERLAY DISTRICT
Knob Hill
R
Whites Poth
LS
gIU °
10YR 3/1
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 118 PARCEL 23.3
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO579J
DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
WITNESS: AMY VON HONE,
RS
PROPOSED
MIN. LOT SIZE
40,000 S.F.
59,312 SF
MIN. LOT FRONTAGE
150'
1542.8'
MIN. FRONT SETBACK
30'
30.7'
MIN. SIDE SETBACK
20'
66.5'
MIN. REAR SETBACK
20'
20.9'
MAX. BUILDING COVERAGE
25%
9.1%
MAX. BUILDING HEIGHT
35'
<35'
SITE IS LOCATED WITHIN
THE AQUIFER
PROTECTION
OVERLAY DISTRICT
REFERENCES
DEED BOOK 16070 PAGE 243
PLAN BOOK 584 PAGE 96
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.83 (.74) = 318 GPD
TOTAL: 615 S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
DATE BOARD OF HEALTH MA
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE
#13871
WITNESS: AMY VON HONE,
RS
DATE: 3/9/2016
PERC. RATE _ < 5 MIN/INCH
CLASS I SOILS
ELEV.
ELEV.
�1
4
4
0., 26'
01,
25'
A
0/A
LS
LS
10YR 3/1
10YR 3/1
7"
3"
B
LS
22„
10YR 5/4
24.2'
C1
PERC
144"
LMS
10YR 5/4
C 72„ 19,
LMS C2
2.5Y 7/4 MS
2.5Y 7/4
14' 144"
NO GROUNDWATER ENCOUNTERED
13
OF
#46 NICKERSON FARM WAY
(SOUTH) YARMOUTH
PREPARED FOR
ALIAKSEI KUHARENKA
_ n APRIL 20, 2016
Scole:1"= 20'
10 20 30 40 50 FEET
off 508-362-4541
I fax 508-362-9880
downc0 e.co m
�A9a� P
;tet"°F"ASSs�ti _ down cape engineering, Inc.
DANIEL
1 k OJALq civil engineers
1� CIV
No. 650 land surveyors
PTPFc Rio ���. _ 939 Main Street ( Rte 6A)
ZONAL EN YARMOUTHPORT MA 02675
DATE DANIEL A. OJALA, P. E., P.L.S.