HomeMy WebLinkAbout83-1878s
PROPOSED RVGOSA
ROSE (TYP.)
INFILL ACCESS AREA
W/ 'HEAVY METAL'
SWITCH GRASS
PROPOSED NORTHERN _
BAYBERRY (TYP.)
PLANTING SCHEDULE
SYMBOL
PLANT NAME
SIZE
QUANT.
NORTHERN BAYBERRY
X13
11
q l
MYRICA P£NSYL VANICA
Ex
HEAVY METAL SWITCH GRASS#2
Ej
18
PANICUM VTRGATUM HEAVY METAL'
RUGOSA ROSE
#2
25
I
ROSA RUCOSA
s
PROPOSED RVGOSA
ROSE (TYP.)
INFILL ACCESS AREA
W/ 'HEAVY METAL'
SWITCH GRASS
PROPOSED NORTHERN _
BAYBERRY (TYP.)
PLANTING SCHEDULE
SYMBOL
PLANT NAME
SIZE
QUANT.
NORTHERN BAYBERRY
X13
11
MYRICA P£NSYL VANICA
HEAVY METAL SWITCH GRASS#2
18
PANICUM VTRGATUM HEAVY METAL'
RUGOSA ROSE
#2
25
ROSA RUCOSA
AMERICAN BEACH GRASS
AMMOPHILA BRENLIGULATA
CITYLINE 'VENICE' HYDRANGEA
'VENICE
3
HYDRANGEA M. RAVEN'
qp
PINK KNOCKOUT ROSE
2
2
�b
ROSA PINK KNOGY(OUi
HIDCOTE LAVENDER
ry
12
LAVANDULA HIDCOTE
'
BLUE PACIFIC JUNIPER
#1
4
XNIPERUS CONFERTA BLUE PACYnC'
PRESERVED EXIS77NG NATIVE WOODY PLANTS
109-190
UNI ECO -STONE PERMEABLE PAVERS VINEYARD BLEND (TAN)
UNI ECO -STONE PERMEABLE PAVERS BEACON HILL BLEND (RED/BROWN)
�- BLOOD ZONE B
FLOOD ZONE V9
(EL 15)
LANDSCAPE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
PREPARED FOR
JOSEPH SCAVONE
FEBRUARY 23, 2010
REV: MAY 27, 2010
E
•
I m T.W.-10.8
PROPOSED UNI ECOSTONE UNI ECOSTONE
^ 24" WALL BEACON HILL VINEYARD BLEND
T.W.-12.4 BLEND (TYP.1 (TYP')
PROP. DECK \
PRO�OS6
DW~ LKO\
/ �-7
J
J \ \
/ \ -P
TOP. DEC_ K
.00
COASTAL BEACH
v
3
v
OBS. HIGH WATER - -
S-�7-10
DATE ANDREW R. GARUL RLA
Scale:1"=10'
0 5 10 15 20 25 FEET
I off 508-362-4541
flax 508-362-9880
d
owncope.co m
d0Wn cape engi Ceefing, rola.
civil engineers
land surveyors
939 Moin Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-190.DW,
PROPOSED RUGOSA
ROSE (TYP.)
INFILL ACCESS AREA ---
W/ 'HEAVY METAL'
SWITCH GRASS
PROPOSED NORTHERN _
BAYBERRY (TYP.)
E
PLANTING SCHEDULE
SYMBOL
PLANT NAME
SIZE
QUANT.
NORTHERN BAYBERRY
#3
11
MYRICA PENSYLVANICA
_
HEAVY METAL SWITCH GRASS
#2
16
PANICUM 14RGA7ilM HEAVY METAL'
RUGOSA ROSE
#2
29
ROSA RUGOSA
AMERICAN BEACH GRASS
AMMOPHILA BREWLIGULATA
CITYLINE 'VENICE' HYDRANGEA
'VENICE
#5
5
HYDRANGEA M. RAVEN'
py
PINK KNOCKOUT ROSE
#2
2
ab
ROSA P/NK KNOCKOUT'
HIDCOTE LAVENDER
#1
13
LAVANDULA HIDCOTE'
BLUE PACIFIC JUNIPER
#1
4
+�
JUNIPERUS CONFERTA BLUE PACIFIC'_.
PRESERVED EXIS77NG NATIVE NVODY PLANTS
UNI ECO -STONE PERMEABLE PAVERS VINEYARD BLEND (TAN)
UNI ECO -STONE PERMEABLE PAVERS BEACON HILL BLEND (RED/BROWN) 1
FLOOD ZONE B
FLOOD ZONE V9 (EL 15)
POWERS LANE
PROPOSED -B" WALL
T.W.=10.6
ROPOSED
PROPOSED PROPOSED UNI ECOSTONE
PROPOSED UNI ECOSTONE UNI ECOSTONE BEACON HILL
«24" WALL BEACON HILL VINEYARD BLEND BLEND (TYP.)
T.W. 12.4 BLEND (TYP.) (P')
PROPJDECK�
1
—12
/ PROPOSED/
j-9WELLI _%
�rV /
PROP DECK
75.00
COASTAL BEACH
— 5— — — --
OBS. HIGH WAS
LANDSCAPE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
PREPARED FOR
JOSEPH SCAVONE
FEBRUARY 23, 2010
109-190
DATE ANDREW R. GARULAY, RLA
Scale:1 "= 10'
0 5 10 15 20 25 FEET
(5) HIDCOTE LAVENDER
PROPOSED ROCK TO
PROTECT NATIVE
PLANTINGS & SEPTIC
VENT FROM CARS
v
0
v
0
m
0
n
J
_ INFILL DISTURBED AREA
W/ RUGOSA ROSE
_ SEPTIC VENT
PRESERVE EXISTING
NATIVE VEGETATION,
REMOVE NON-NATIVE
INVASIVE PLANT
SPECIES
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inc,
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-190.DWG(SBO)
PROPOSED RUGO',
ROSE (TYI
INFILL ACCESS AREA
W/ 'HEAVY METAL'
SWITCH GRASS
PROPOSED NORTHERI
BAYBERRY (TYP.
PLANTING SCHEDULE
SYMBOL
PLANT NAME
SIZE
QUANT.
NORTHERN BAYBERRY
#3
11
MWICA PENSYLVANICA
_ c
HEAVY METAL SWITCH GRASS
#2
16
.l
PANICUM wRGA77JM HEAVY METAL'
RUGOSA ROSE
#2
29
ROSA RUGOSA
AMERICAN BEACH GRASS
AMMOPHILA BRE14UGULATA
CITYUNE 'VENICE' HYDRANGEA
#5
5
HYDRANGEA M. 'VENICE RAVEN'
�y
PINK KNOCKOUT ROSE
#2
2
00
ROSA PINK KNOCKOUT'
w�
HIDCOTE LAVENDER
#1
13
LAVANDULA HIDC07E'
BLUE PACIFIC JUNIPER
VNIPERUS CONFERTA. BLUE PACIf7C'
#1
4
PRESERVED EX1S77NG NA77VE MOD PLANTS
NmUNI ECO—STONE PERMEABLE PAVERS VINEYARD BLEND (TAN)
WEUNI ECO—STONE PERMEABLE PAVERS BEACON HILL BLEND (RED/BROWN
FLOOD
FLOOD ZONE V9
COASTAL BEACH
5'
—5
OBS. HIGH WATER
LANDSCAPE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
PREPARED FOR
JOSEPH SCAVONE
FEBRUARY 23, 2010
9-190
*2-2S- to
DATE ANDREW R.
Scale: 1 "= 10'
EF
0 5 10 15 20 f 25 FEET
I off 508-362-4541
fax 508-362-9880
downcope.com
d0Wn Copeengineeriag, inC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-190.DWG(SBO)
PROPOSED RUGOSA
ROSE (TYP.)
INFILL ACCESS AREA
W/ 'HEAVY METAL'
SWITCH GRASS
PROPOSED NORTHERN _
BAYBERRY (TYP.)
PLANTING SCHEDULE
SYMBOL
PLANT NAME
SIZE
QUANT.
NORTHERN BAYBERRY
/ Q0
M
MYRICA PENS YL SAN/CA
v
HEAVY METAL SWITCH GRASS#2
16
PANICUM NRGA7UM HEAVY METAL'
%
RUGOSA ROSE
#2
25
ROSA RUGOSA
AMERICAN BEACH GRASS
AMMOPHILA SRENUGULATA
CITYUNE 'VENICE' HYDRANGEA
'PEN/CE
#5
3
HYDRANGEA M. RAVEN'
pD
PINK KNOCKOUT ROSE
#2
2
c�
ROSA PINK KNOCKOU7'
HIDCOTE LAVENDER
#1
12
LAVANDULA HIDC07E'
BLUE PACIFIC JUNIPER
#1
4
✓ AIIPERUS CONTERTA B7C'
BLUE PACIf
-
PRESERVED'£XIS77NG NA77PE-W9OOY PLANTS
ERUNI ECO -STONE PERMEABLE PAVERS VINEYARD BLEND (TAN)
MEUNI ECO -STONE PERMEABLE PAVERS BEACON HILL BLEND (RED/BROWN) 1
�— FLOOD ZONb B
FLOOD ZONE V9
(EL 1 �5)
LANDSCAPE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
POWERS LANE
PROPOSED —8"
T.W.=10.6
_)
E
,�lX�rt I L
PROPOSED UNI ECOSTONE UNI ECOSTONE
-24" WALL BEACON HILL VINEYARD BLEND
T.W.=12.4 BLEND (TYPJ (TYP.)
� Thy
I
PROP. DECK \ L
PREPARED FOR
JOSEPH SCAVONE DATE
Scale: 1 "='
FEBRUARY 23, 2010
190 REV: MAY 27, 2010
��TOP. DECK
U
75 -OU
i
COASTAL BEACH
HIGH WATER
OBS. _--
10 15 20 1 25 FEET
UNI ECOSTONE
BEACON HILL
BLEND (TYP.)
(5) HIDCOTE LAVENDER
PROPOSED ROCK TO
PROTECT NATIVE
,7f PLANTINGS &SEPTIC
VENT FROM CARS
INFILL DISTURBED AREA
W/ RUGOSA ROSE
SEPTIC VENT
PRESERVE EXISTING
NATIVE VEGETATION,
REMOVE NON-NATIVE
INVASIVE PLANT
SPECIES
I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineel'ing, idc.
Civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-190.DWG(SBO)
o
/ Q0
M
/ CD
v
I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineel'ing, idc.
Civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-190.DWG(SBO)
poWERS LAME
PROPOSED -8" WALL
T.W.=10.6
PROPOSED RUGOSA O PR POSED PROPOSED
ROSE (TYP.) PROPOSED UNI ECOSTONE UNI ECOSI
X24" WALL BEACON HILL VINEYARD
r T.W=12.4 BLEND (TYP.) (TYP.)
— T
INFILL ACCESS AREA _
W/ 'HEAVY METAL'
SWITCH GRASS
PROPOSED NORTHERN
BAYBERRY (TYP.)
PLANTING SCHEDULE
SYMBOL
PLANT NAME
SIZE
QUANT.
NORTHERN BAYBERRY
#3
11
PRESERVE EXISTING
NATIVE VEGETATION,
MYRICA PENSYLVAN/CA
REMOVE NON-NATIVE
INVECIES IVE PLANT
S
HEAVY METAL SWITCH GRASS
#2
16
PAN/CUM NRGATUM WEAVY METAL'
r
RUGOSA ROSE
#2
25
ROSA RUGOSA
AMERICAN BEACH GRASS
AMMOPHILA BREVILIGULA7A
CITYLINE 'VENICE' HYDRANGEA
'VENICE
#5
3
HYDRANGEA M. RAVEN'
p0
PINK KNOCKOUT ROSE
#2
2
ROSA PINK KNOCKOUT'
0 '
HIDCOTE LAVENDER
#1
12
LAVANDULA WIDCOTE'
BLUE PACIFIC JUNIPER
#1
4
JUNIPERUS CONFERTA BLUE PACIFIC'
PRESERVED EXIS77NG NA77W WOODY PLANTS
ffRUNI ECO -STONE PERMEABLE PAVERS VINEYARD BLEND (TAN)
amUNI ECO -STONE PERMEABLE PAVERS BEACON HILL BLEND (RED/BROWN)
BLOOD ZONE B
FLOOD ZONE V9
(EL 15)
LANDSCAPE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
PREPARED FOR
JOSEPH SCAVONE
FEBRUARY 23, 2010
109-190 REV: MAY 27, 2010
E
T-2
PROP. DECK4�
\
N \
1
\ PROROSED
% DWELLtNG -
I / / -
� OP. DECK
7
UNI ECOSTONE
BEACON HILL
BLEND (TYP.)
COASTAL BEACH
OBS, HIGH_
R.
DATE ANDREW R. GARULWY, RLA
SCale: 1 "= 10'
0 5 10 15 20 25 FEET
0
v
v
D
(5) HIDCOTE LAVENDER
PROPOSED ROCK TO
PROTECT NATIVE
PLANTINGS &SEPTIC
VENT FROM CARS
INFILL DISTURBED AREA
W/ RUGOSA ROSE
SEPTIC VENT
Yarmouth Conservation
Commission
MAY 28 2010
RECEIVED
I off 508-362-4541
fax 508-362-9880
downcope.com
down cap@ engineefing, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
PRESERVE EXISTING
NATIVE VEGETATION,
REMOVE NON-NATIVE
INVECIES IVE PLANT
S
Yarmouth Conservation
Commission
MAY 28 2010
RECEIVED
I off 508-362-4541
fax 508-362-9880
downcope.com
down cap@ engineefing, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
SYSTEM PROFILE
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
(OR TO GRADE IF UNDER DRIVEWAY)
LOWEST
OW EER � 1.6 OORIZ. 1 13.0 H-20
MINIMUM .75' OF COVER OVER PRECAST LeBARON LT 910 2%
i}-QO
MINIMUM 1' OF COVER MII+ 4"mSCH40 PVC
OVER POLY TANK PIPES LEVEL 1ST 2'
9.5 '
PROPOSED 1,500 EL 9.30'
GALLON POLYETHYLENE
PROPOSED SEPTIC TANK GAS J8.35'
o°o
PILING FOUNDATION (H-10)BAFFLE°(DESIGN BY OTHERS) *975' 8.18' J
DEPTH OF FLOW 4' WATER -TEST D'BOX FOR LEVELNESS
TEE SIZES:�_�• CRUSHED STONE OR MECHANICAL
INLET DEPTH 0" COMPACTION. (15.221 [2])
OUTLET DEPTH 14" SLOPE)
(� x SLOPE) (3-$ % SLOPE)
H-20
FOUNDATION- 10' - SEPTIC TANK 25' D' BOX 5'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND
yy-
EXISTING CONTOUR
X 99.7
EXIST. SPOT ELEV.
-CM-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
PERC. RATE
0
TEST HOLE
22�_
SLOPE OF GROUND
n1--�
UTILITY POLE
ELEV.
FIRE HYDRANT
NOTE. NOT ALL SYMBOLS MAY APPEAR M DRAWING
TEST
HOLE
LOGS
ENGINEER: ARNE H. OJALA, PE, SE
WITNESS: AMY VON HONE,
RS
DATE: 9/16/09
PROP. DWELLING ON PILING
PERC. RATE
_ < 2 MIN/INCH
-i13
CLASS I
SOILS
n1--�
ELEV.
ELEV.
0"
13.0'
0" 12.5'
72"
PERC
132"
FILL I I FILL
7.0' 66" 1 17.0'
C I I C
MS MS
7.5YR 5/8 7.5YR 5/8
09-190
2_0' 132" 1 DAMP 1 1_5'
REQUIRED OVER
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORT TO WITHIN 3' OF FINAL GRADE
(OR TO GRADE WHERE UNDER DRIVEWAY)
;TEM / 9.75' MIN.
i
2' DOUBLE WASHED PEASTONE
o°o°o°o°o°o°o° 7.5'
°o°o°o°o°o°o°o°
4' PVC SET AT .005'/' SLOPE %
6" DOUBLE WASHED 3/4" - 1 1/2" STONE J
30' x 15' LEACH FIELD
5.0'
LEACHING USE G -W AT ELEV. 2.5'
FACILITY (TIDALLY INFLUENCED)
BENCH MARK - CTR. OF
ELEC MHC ELEV. - 9.4
POWERS LANE
PROP. POLYETHYLENE
1500 GAL SEPTIC
TANK -�
�QGE ,a s OFA!
-GASOIGE-
`_-C
E _
PROP.
DECK
cT
CAUTION: GASUNE
5 REMOVAL OF UNSUITABLE SOL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOL LAYER. REPLACE
NTH CLEAN MED. SAND, TO MEET
SPEaFICAMONS OF 310 CMR 15.2550
PROPOSED DRIVEWAY
t 1V.V
EXIS77NG ✓
�(,} �� / y /
Irl 1 / ! cYI' \`
DWE7.UNG /
-
COASTAL DUt
GYC
PROP. DWELLING ON PILING
I -
-i13
- I
�
n1--�
-i9- -
-
PROP.
NUTES
1. DATUM IS NM
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR D'BOX
TO BE AASHO H -2Q
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.
H�
e
e
h
S
a' Lewis
pond
ROdo
tasa
RpOd
Nantucket
Sound
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND x LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 14 PARCEL 69
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED LOCUS IS WITHIN FEMA FLOOD ZONE B & V9 EL 15
AND REMOVED OR PUMPED AND FILLED WITH CLEAN AS SHOWN ON COMMUNITY PANEL X250015 0005 D
SAND. DATED JULY 2, 1992 (DWELLING IS WITHIN B)
13. REFER TO LANDSCAPE PLAN FOR SITE
RESTORATION
14. ALL ROOF RUN-OFF TO BE DIRECTED ZONING: FRONT: 0'
TO DRYWELLS
SIDE: 15'
MAX. COVERAGE: 25% (23.8% PROPOSED)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
___C� IUSE A 330 GPD DESIGN FLOW
PROP. VENT WITH CKMCOAL FLTER
CAND SJMCREEN
ONTRAC WITHO BY SEPTIC TANK: 330 GPD (2) = 660
TAS) USE (1) H-10 1500 GAL POLYETHYLENE SEPTIC TANK
EXIST.
PAVED LEACHING:
DRIVE.
SIDES: N/A
PAVED I BOTTOM 30 x 15 (.74) = 333 GPD
D &E i TOTAL: 450 S.F. 333 GPD
EXIST. I EAIS77NO
DWELL OWEZt/NG USE 30 x 15 x 0.5' DEEP LEACH FIELD WITH (3) 4"
PERF. PVC IN DOUBLE WASHED STONE. (SEE DETAIL)
ExrsnNc
33BR
DHEWNG
TOP RVDN.
Ei£K 17.0'
SEAWARD EDGE OF DUNE
COASTAL BEACH
Scale: 1"= 20'
i
0 10 20 30 40 50 FEET ---IS - -I5
- -�
HIGH WATER _
NANTUCKET SOUND DATE
I
I
ll-fhN
LEACH FIELD DETAIL
A",J' = 20'
o DANIEL' 9c
A. DANIELA. yam
OJALA OJALA
° No. 40980 CIVIL
a �P No.46502
� Ff33� O
O SURD
10NAL
DANIEL A. OJALA, P.E., P.L.S.
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
PREPARED FOR
JOSEPH SCAVONE
MARCH 8, 2010
• ( off 508-362-4541
fax 508-362-9880
downcepe.com
do►n copeengineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTFIPORT MA 02675
09-190.D WG(SBO)
/
STAR
COASTAL DUt
GYC
PROP. DWELLING ON PILING
FOUNDATION.
\
ELEV. LOWEST HORIZONTAL
MEMBER - 16.0'
\
COAST
UNE
//
FLOOD ZONE B
FLOOD ZONE V9 (EL 15
�\
- % >A
LOT 8
\
91675 Sq. Ft.
J
SEAWARD EDGE OF DUNE
COASTAL BEACH
Scale: 1"= 20'
i
0 10 20 30 40 50 FEET ---IS - -I5
- -�
HIGH WATER _
NANTUCKET SOUND DATE
I
I
ll-fhN
LEACH FIELD DETAIL
A",J' = 20'
o DANIEL' 9c
A. DANIELA. yam
OJALA OJALA
° No. 40980 CIVIL
a �P No.46502
� Ff33� O
O SURD
10NAL
DANIEL A. OJALA, P.E., P.L.S.
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
PREPARED FOR
JOSEPH SCAVONE
MARCH 8, 2010
• ( off 508-362-4541
fax 508-362-9880
downcepe.com
do►n copeengineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTFIPORT MA 02675
09-190.D WG(SBO)
PROPOSED RUGOSA I
ROSE (TYP.)
INF1LL ACCESS AREA _
W/ 'HEAVY METAL'
SWATCH GRASS
PROPOSED NORTHERN
BAYBERRY (TYP.)
PLANTING SCHEDULE
(5) HIDCOTE LAVENDER
PLANT NAME
SIZE
QUANT.
PROTECT NATIVE
NORTHERN BAYBERRY
#3
11
VENT FROM CARS
MYRICA PENS YLVANICA
ILL
b
HEAVY METAL SWITCH GRASS
/2
16
INFILL DISTURBED AREA
PANICUM wRGA7Udr HEAVY METAL'
r W/ RUGOSA ROSE
SEPTIC VENT
RUGOSA ROSE
#2
25
ROSA RUGOSA
AMERICAN BEACH GRASS
AMMOPHILA BREIAUGULATA
CITYLINE 'VENICE' HYDRANGEA
'IENICE
#5
3
HYDRANGEA M. RA PEA('
PINK KNOCKOUT ROSE
#2
2
ROSA PINK KNOCKOU7'
HIDCOTE LAVENDER
#1
12
LA VANDULA HIDC07E'
BLUE PACIFIC JUNIPER
#1
4
-
✓uNIFERUS 00mP &ERrA vLU£ PAS i�,*c
PRESERIED EXIS77NG NA77IE WVODY PLAN75
'O—STONE PERMEABLE PAVERS VINEYARD BLEND (TAN)
;0—STONE PERMEABLE PAVERS BEACON HILL BLEND (RED/BROWN)
� ,ti„ 11v Gl'n �i locv+.
a�� .11C✓tccrlC�
Done
?noS"on Cbnhol
_ FLOOD ZONE B
FLOOD ZONE V9 (EL 15)
LANDSCAPE PLAN
1912
11 POWERS LADE
WEST YARMOUTH
PREPARED FOR
JOSEPH-! SCAVONE
FEBRUARY 23, 2010
REV: MAY 27, 2010
pIOWERS LANE
_ PROPOSED —8' WALL
T.W.=10.6
e
PROPOSED PROPOSED
PROPOSED UNI ECOSTONE UNI ECRDBL
Ot-24* WALL BEACON HILL
T.W.-12.4 BLEND (TYP.) (TYP')
5
E
�
PROP. DECK \
N` \
1 /)
\ PROKOS6
% DW�4LtPIG'�
kROP. DECK
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939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
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crowd copeE4g;#7eering, kC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
'73q*-
LOWEST ELEV. HORIZ.
MEMBER = 16.0'
PROPOSED
SYSTEM PROFILE
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
(OR TO GRADE IF UNDER DRIVEWAY)
13.0'-20
ILeBARON LT 910
MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED
MINIMUM 1' OF COVER 4"4SCH40 PVC
OVER POLY TANK PIPES LEVEL 15T 2'
2' I
PROPOSED 1,500 rEg,30'
GALLON POLYETHYLENE SEPTIC TANK °000a000°ono 0000000000000°0°
PILING FOUNDATION (H-10) BAFFLE , ° 8.15 . 00..0o ° °° °°a °o°o °o°o°°° ° °o°o°o°°°
(DESIGN BY OTHRS) * 8.35 8.18 0 o a o 0 0 0 0 0 0_°_0�0�"�°�°�°�°�o�°�°_°_°_ 7.5:��'
9 75 ° a ° ° ° ° ° ° ° ° ° °foo°o°o,o,o°°°°
DEPTH OF FLOW = 4' WATER -TEST D'BOX FOR LEVELNESS
TEE SIZES: �' CRUSHED STONE OR MECHANICAL
INLET DEPTH = 10" COMPACTION. (15.221 [21)
OUTLET DEPTH = 14" (-L-
(2
% SLOPE)
(3_$ % SLOPE)
(-L-% SLOPE) H-20
FOUNDATION- 10' - SEPTIC TANK 25' D' BOX 5'
"THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORT TO WITHIN 3' OF FINAL GRADE
(OR TO GRADE WHERE UNDER DRIVEWAY)
OVER SYSTEM / 9.75' MIN.
i
PEASTONE-\
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 991
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
FLOOD ZONE V9 (EL 15)
y _
�\
TEST HOLE
22;
SLOPE OF GROUND
0
UTILITY POLE
y
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ARNE H. OJALA, PE, SE
ENGINEER.-
WITNESS: AMY VON HONE, RS
DATE: 9/16/09
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
0" 13.0' 0"
FILL I I FILL
72"
C
PERC
MS
7.5YR 5/8
132"
09-190
7.0' 66"
C
4" PVC SET AT .005'/' SLOPE r
6" DOUBLE WASHED 3/4"- 1 1/2" STONE
30' x 15' LEACH FIELD
LEACHING
FACILITY
BENCH MARK - CTR. OF
ELEC MHC ELcV. = 9.4
POWERS LANE
PROP. POLYETHYLENE 1 -
1500 GAL SEPTIC
TANK
! £XrsnNc
12
j DWELLING
i I
ELEV. i 1
i
-
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01 -
DECK
7.0'
PROP. DWELLING ON PILING
R0,
FOUNDATION.
CALLING AND
IGSAFE
ELEV. LOWEST HORIZONTAL +1
\
MEMBER = 16.0'
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
FLOOD ZONES
WORK.
FLOOD ZONE V9 (EL 15)
y _
�\
�
- o
SHALL BE REMOVED 5' BENEATH AND AROUND THE
0
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5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
PROPOSED DRIVEWAY
NOTES
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR D'BOX
TO BE AASHO H- 2,Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 1I 5.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
S. PIPE FOR SEIPTIC 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.
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0
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10. CONTRACTOR
SHALL BE RESPONSIBLE FOR
CALLING AND
IGSAFE
LOCUS MAP
VERIFYING THE LOCATION OF ALL233UND UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ASSESSORS MAP 14 PARCEL 69
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE B & V9 EL. 15
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AS SHOWN ON COMMUNITY PANEL #250015 0005 D
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
DATED JULY 2, 1992 (DWELLING IS WITHIN B)
SAND.
13. REFER TO LANDSCAPE PLAN FOR SITE
RESTORATION
ZONING: R-25
14. ALL ROOF RUN-OFF TO BE DIRECTED
FRONT. 30'
TO DRYWELLS
SIDE: 15'
__C7_
-PROP. VENT WITH CHARCOAL WER
AND BUGSCREEN (FINAL PLACEMENT BY
l
EXIST.
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DRIVE
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r DWELL.
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MAX. COVERAGE: 25% (23.6% PROPOSED)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE (1) H-10 1500 GAL. POLYETHYLENE SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM 30 x 15 (.74) = 333 GPD
TOTAL: 450 S.F. 333 GPD
USE 30' x 15' x 0.5' DEEP LEACH FIELD WITH (3) 4"
PERF. PVC IN DOUBLE WASHED STONE. (SEE DETAIL)
APPROVED DATE
, MA
BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
11 POWERS LANE
WEST YARMOUTH
PREPARED FOR
JOSEPH SCAVONE
MARCH 8, 2010
REV: MAY 27, 2010
I off 508-362-4541
fax 508-362-9880
downcape.com iD
down cope en fineefing, inc,
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-190.DWG(SBO)
SYSTEM PROFILE
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
(OR TO GRADE IF UNDER DRIVEWAY)
LOWEST ELEV. HORIZ. _
MEMBER 16.0' 13.0 MINIMUM .75' OF COVER OVER PRECAST Le BARON LT 910 2%
1}-Za
MINIMUM 1' OF COVER MH 4"OSCH40 PVC
OVER POLY TANK PIPES LEVEL 1ST 2'
PROPOSED 1,500 L 9.30'
GALLON POLYETHYLENE -
PROPOSED SEPTIC TANK GA�E °? ?moo o°O°o° 8.15
PIUNG FOUNDATION (H-10) _�
(DESIGN BY OTHERS) *9.75' 8.35' 8.18'
DEPTH OF FLOW 4' WATER -TEST D'BOX FOR LEVELNESS
TEE SIZES' I�6" CRUSHED STONE OR MECHANICAL
INLET DEPTH = 10" COMPACTION. (15.221 [2])
OUTLET DEPTH - 14" (-!-X SLOPE)
(1_% SLOPE) O % SLOPE)
H-20
FOUNDATION- 10' - SEPTIC TANK 25' D' BOX 5'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
�-
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
Y
11. AN UNSUITABLE MATERIAL ENCOUNTERED
TEST HOLE
2�
SLOPE OF GROUND
PROPOSED LEACHING FACILITY.
UTILITY POLE
LOCUS IS WITHIN FEMA FLOOD ZONE B & V9 EL 15
12 EXISTING LEACHING
FIRE HYDRANT
NOTE NOF ALL SYMBOLS MAY APPEAR IN DRAIMM
TEST HOLE LOGS
ENGINEER. ARNE H. OJALA, PE, SE
WITNESS. AMY VON HONE, RS
DATE:9/16/09
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
0" 13.0' on Q
FILL I I FILL
72"
PERI C
MS
7.5YR 5/8
132"
2 0H
7.0' 66"
C
MS
7.5YR 5/8
2_0' 132" 1 DAMP
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTK)N PORT TO WITHIN 3OF FINAL GRADE
(OR TO GRADE WHERE UNDER DRIVEWAY)
REQUIRED OVER SYSTEM 9.75' MIN.
Q
2" DOUBLE -WASHED PEASTONE�
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6" DOUBLE WASHED 3/4"- 1 1/2-
30' x 15' LEACH FIELD
LEACHING
FACILITY
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PROP. POLYETHYLENE
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NOTES
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4. DESIGN LOADING FOR D'BOX
TO BE AASHO H- 2Q
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 UNE 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
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0 10 20 30 40 50 FEET -a5 - - WATER - - -� _ ,�- OFE1S5� ?P o No. 46502 civil engineers
HIGH-�j•��010 DSURV6'LO F GCNAL \� land surveyors
SOUND
��- DATE 939 Main Street (Rte 6A)
NANTUCKET DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
09-190.DWG(SBO)
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND
USE G -W AT ELEV. 2.5'
&
(TIDALLY INFLUENCED)
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SHAL(BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 14 PARCEL 69
PROPOSED LEACHING FACILITY.
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12 EXISTING LEACHING
FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN AS SHOWN ON COMMUNITY PANEL X250015 0005 D
SAND DATED JULY 2, 1992 (DWELLING IS WITHIN B)
13. R TO LANDSCAPE PLAN FOR SITE
RESTORATION
ZONING: R-25
14. ROOF RUN-OFF TO BE DIRECTED FRONT- 30'
-CAUTION: GASUNE
TO DR LLS
SIDE: 15'
S' REMOVAL OF UNSUITABLE SOL REOUIREU
MAX. COVERAGE: 25% 23.8% PROPOSED
( )
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SLATABLE SOIL LAYER. REPLACE
WITH CLEAN MID. SAND. TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
SYSTEM DESIGN:
PROPOSED DRIVEWAY
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
PROP. VM WITH CHARCOAL FLTER
RACntDff BY SEPTIC TANK: 330 GPD = 660
. .
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CONSULATOO USE (1) H-10 1500 GAL POLYETHYLENE SEPTIC TANK
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DRI
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'
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f
DRIVE
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EX/ST.
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MARCH 8, 2010
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t' = 20•
COASTAL BEACH�Vt lOFM48 IHs
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DANIEL cy ���q� fox 508-362-9880
Scale: 1"= 20' �y� o A DANIELA. ycm downcope.com (D
OIALA OJALA J
No. 40980 CIVIL " Aown cape engineering inr.
0 10 20 30 40 50 FEET -a5 - - WATER - - -� _ ,�- OFE1S5� ?P o No. 46502 civil engineers
HIGH-�j•��010 DSURV6'LO F GCNAL \� land surveyors
SOUND
��- DATE 939 Main Street (Rte 6A)
NANTUCKET DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
09-190.DWG(SBO)