HomeMy WebLinkAbout83-1929 - Site Plan 3I
w CIA
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",'11e 4"G11
EFA
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i • 11.82
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.
REMOVAL OF UN * 1217
SUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SRECIFICAIIONS OF 310 CMR 15.255(3
TF
r
TH-2A Od 0
PROP. TH-3
PUMP %
CHAMBER
\X] 93
1 x 12.76
PROP. 0.5
MICROFAST� �!
SYSTEM
1
i'.
OO
O O
� _ 1
EXIST.
f SASE �
r.,
43.5' - A( 14
I
caCREEN
XPORCH i 7 EXIST. DWELLING
125 /J
I 12 ' 2. 4' t
UI
Z! WWI is LT%
of =Iz DECK O ,'
I
0! = J i 20. 1.00' v� 4� shu spc cry k
In
Mal ,.. 1, 12.0 >< .60 3.70
3 Y�
cn ;.
o rnt PROPOSED 1
a o
( I 3 BEDROOM
DWEWNG I
]3 '° TOP FNDN.
I i GARAGE - EL. 16.0' W
� /'
i
A� 10' 50.1' rPORCH °� z /
0.5' rn o
3.9
O I '
O
s r 4 U
4 r C.0'
o �I o _
Sl�f 3� i yoI o
a �1
a
k6�® 13hh4 / r moI
ISOLATED VEGETATED ♦ i4. '3 to �I -°c
WETLAND SF)
,\ A G`L I 1�I 3
T5-
` r
MFtiT7 mM.
U Q
U1
O
F
"#4
,f9T`
DISTRICT
,\ 10
. 0
40,000 S.F. 28,378 S.F.
kAIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
�l
I I
12,
�j"wy
MIN. REAR SETBACK 20'
II
MAX. BUILDING COVERAGE 25%
7.9
7.9%
, r
OWNER OF RECORD
.24
I,
YARMOUTHPORT, MA 02675
II
'
TEST HOLE LOGS
� Ip
ENGINEER: ARNE H. OJALA, PE., SE1804
WITNESS: AMY
!1
II
IN
DATE: 8/17/11
k 10, 4
'.
ASSUMED < 2 MIN'INCH IN C2
CLASS I
05
-
l
A
ELEV. ELEV.
2A
D°
7
12.6 0" 12.6'
Ap
'1V
SL
"
(�`q,•
fin/
10YR 3/2
Pt. VENT WITH CHARCOAL FILTER
�LQa�C
AND BUGSCREEN (FINAL PLACEMENT BY
CONTRACTOR WITH HOMEOWNER
11.6,
B
CONSULTATION)
SiL
SiL
-11.17
9.6' 2.5YR 6/6
ottlin ®36"
28,378± SF UPLAND
2.19± ACRES TOTAL
9.6'
''• 11.50
C1
J5310YR
.
711.32
,
r
r ,
.11.91
",'11e 4"G11
EFA
i
r
i
i • 11.82
r s�
.
REMOVAL OF UN * 1217
SUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SRECIFICAIIONS OF 310 CMR 15.255(3
TF
r
TH-2A Od 0
PROP. TH-3
PUMP %
CHAMBER
\X] 93
1 x 12.76
PROP. 0.5
MICROFAST� �!
SYSTEM
1
i'.
OO
O O
� _ 1
EXIST.
f SASE �
r.,
43.5' - A( 14
I
caCREEN
XPORCH i 7 EXIST. DWELLING
125 /J
I 12 ' 2. 4' t
UI
Z! WWI is LT%
of =Iz DECK O ,'
I
0! = J i 20. 1.00' v� 4� shu spc cry k
In
Mal ,.. 1, 12.0 >< .60 3.70
3 Y�
cn ;.
o rnt PROPOSED 1
a o
( I 3 BEDROOM
DWEWNG I
]3 '° TOP FNDN.
I i GARAGE - EL. 16.0' W
� /'
i
A� 10' 50.1' rPORCH °� z /
0.5' rn o
3.9
O I '
O
s r 4 U
4 r C.0'
o �I o _
Sl�f 3� i yoI o
a �1
a
k6�® 13hh4 / r moI
ISOLATED VEGETATED ♦ i4. '3 to �I -°c
WETLAND SF)
,\ A G`L I 1�I 3
T5-
` r
MFtiT7 mM.
U Q
U1
O
F
, 1
,
4.08 `
,
1
i
,
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inc.
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
IVItAr
SCALE 1"=2000'±
ASSESSORS MAP 121 PARCEL 64
P'LOCUS-IS WITHIN -FEMA FLOOD ZONE C, A5
(EL_12),- & _V4 _(EL.,14) „AS SHOWN ON
COMMUNITY PANEL #250015 0001D -'REVISED
7-2-1992 "
ZONING SUMMARY
ZONING DISTRICT: R-40 RESIDENTIAL
DISTRICT
REQUIRED
MIN. LOT SIZE
PROPOSED
40,000 S.F. 28,378 S.F.
kAIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
11 30'
12,
.
.55'
MIN. REAR SETBACK 20'
N/A
MAX. BUILDING COVERAGE 25%
7.9
7.9%
, r
OWNER OF RECORD
i
116 MAIN STREET
YARMOUTHPORT, MA 02675
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE., SE1804
WITNESS: AMY
VON HONE, RS., CHO,
DATE: 8/17/11
PERC. RATE =
ASSUMED < 2 MIN'INCH IN C2
CLASS I
SOILS
A
ELEV. ELEV.
2A
D°
12.6 0" 12.6'
Ap
Ap
SL
SL
:10YR
12"
10YR 3/2
3/2
11.6 12"
11.6,
B
B
SiL
SiL
2.5YR. 5/6
9.6' 2.5YR 6/6
ottlin ®36"
36" mottlin ®36"
9.6'
C1
C1
J5310YR
-w el. 8.3'
obs. -w el. 8.3'
SiL
SiL
5/6
8.2' 60" 1OYR 5/6
7.6'
C2
C2
FMS
FMS
132"
1OYR 6/4
1OYR 6/4
1.6' 132"
_
1.6'
64
, 1
,
4.08 `
,
1
i
,
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inc.
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
IVItAr
SCALE 1"=2000'±
ASSESSORS MAP 121 PARCEL 64
P'LOCUS-IS WITHIN -FEMA FLOOD ZONE C, A5
(EL_12),- & _V4 _(EL.,14) „AS SHOWN ON
COMMUNITY PANEL #250015 0001D -'REVISED
7-2-1992 "
ZONING SUMMARY
ZONING DISTRICT: R-40 RESIDENTIAL
DISTRICT
REQUIRED
MIN. LOT SIZE
PROPOSED
40,000 S.F. 28,378 S.F.
kAIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
11 30'
MIN. SIDE SETBACK 20'
.
.55'
MIN. REAR SETBACK 20'
N/A
MAX. BUILDING COVERAGE 25%
7.9
7.9%
SITE IS NOT LOCATED WITHIN THE AQUIFER
PROTECTION DISTRICT
OWNER OF RECORD
THE ESTATE OF ROSALIE B. SWANSEY
116 MAIN STREET
YARMOUTHPORT, MA 02675
REFERENCES
DEED BOOK 8042 PAGE 4
PLAN BOOK 262 PAGE 74
PLAN BOOK 280 PAGE 83
NOTES
IN, 1. DATUM IS NGVD 29
2. MUNICIPAL WATER IS AVAILABLE
9
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4.
TO DESIGN LOAHNG FOR ALL PROPOSED PRECAST ,UNITS
5. PIPE JOINTS TO BE MADE WATERTIGHT.
1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE V.)
\ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
\ 8. PIPE FOP 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 Air U. aU ,ABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND AROUND THE PROPOSED
_ 112. ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS OR
STONE DRIP TRENCHES -
JARK: t_. S -N J
0 AT Ek 12
V 13. ELECTRICAL PERMIT REQUIRED.
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S., SE2755
WITNESS: AMY VON HONE, RS., CHO.
DATE: 8/19/08
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV. ELEV. ELEv. ELEV.
0' 12.6' on Q 12.6' �%
A A A
LS LS LS LS
10' 1OYR 3/2 11
8 1OYR 3/2 1OYR 3/2 1OYR 3/2
12" 11.6' 9" 11.8 ion 11.6'
B B B B
SL SL SL SL
36 9.6'
1OYR 6/4 1OYR 6/4 1OYR 6/4
34• 9.7' 35" 9.6 10YR 6/4
24" 9.7'
C11j. g -w el. 8.
C C1 C1
-w e . 6,9'. SILT LOAM ad • 9-w el. 7.3' SILT
FMS 1 OYR 7/6 PERC C 1 OYRL07A 6
66" 7.47.5' FMS /
-w e. 59 40' - 7.5'
2.5Y 6/3 C2 2.5Y 6/3 PERC
C2
POCKETS obs g -w 6.1'.POCKETS obs g -w 6.1'
SILT LOAM FMS SILT LOAM FMS
120" 2.6' 1.30" 2.5Y 6/3
2.2' 132" 2.6' 120" 2.5Y 6/3 2.2'
GROUNDWATER ADJ. DATA:
WELL: SDW-252
ZONE: A
PcoDr'-rte•---_ __ �a-_ __ _
5 h;/
DATE DANIEL A. OJALA, PE, PLS
wC,I,-k-A rtvnc( orlku TQC cr (� rod
0119 t..e11 fv�s! Ellec{ .
TITLE 5 SITE PLAN
FOR
34 THACHER SHORE ROAD
YARMOUTH PORT
PREPARED FOR
THE ESTATE OF
ROSALIE B. SWANSEY
MAY 15, 2012
Scale:1 "= 20'
- r-- - + • n t r. • ,0 10 20 30 40 50 FEET
J111 1 OF 2
� 0