HomeMy WebLinkAbout83-1929 - Site PlanI
N`
,2 9.24
\\ PROP. VENT WITH CHARCOAL FILTER
\ AND BUGSCREEN (FINAL PLACEMENT BY
\\ CONTRACTOR WITH HOMEOWNER
`\ CONSULTATION)
---11
• 11.17
28.3781 SF UPLAND
2.191 ACRES TOTAL
SE1804
CHO.
1
PERC. RATE =
ASSUMED < 2
MIN/INCH IN
11.50
CLASS I
SOILS
#7 r 11.32
MIN. REAR SETBACK
�
i • 11.91
4
d
\\ PROP. VENT WITH CHARCOAL FILTER
\ AND BUGSCREEN (FINAL PLACEMENT BY
\\ CONTRACTOR WITH HOMEOWNER
`\ CONSULTATION)
---11
• 11.17
28.3781 SF UPLAND
2.191 ACRES TOTAL
14
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ISOLATED VEGETATED 3
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#2
/
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#4
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE.,
WITNESS: AMY VON HONE, RS.,
DATE: 8/17/11
SE1804
CHO.
1
PERC. RATE =
ASSUMED < 2
MIN/INCH IN
11.50
CLASS I
SOILS
#7 r 11.32
MIN. REAR SETBACK
1n
4
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4
ELEV.
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-
12.6 0,.
-
i
,
Ap
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SL
SL
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1OYR 3/2
/ REMOVAL OF UNSUITABLE SOIL REQUIRED 4
12"
11.6 12"
AROUND PERIMETER OF LEACHING FACILITY,
11.6'
B
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
B
1, 1
SiL
2.SPECIFICATIONS OF 310 CMR 15.255(3"
9'6 "
2.5YR 6/6
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036"
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\ � #5i
#2
/
i
#4
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE.,
WITNESS: AMY VON HONE, RS.,
DATE: 8/17/11
SE1804
CHO.
MIN. LOT SIZE
PERC. RATE =
ASSUMED < 2
MIN/INCH IN
C2
CLASS I
SOILS
20'
MIN. REAR SETBACK
1n
4
ELEV.
4
ELEV.
0„
-
12.6 0,.
-
12.6'
-
Ap
Ap
SL
SL
1OYR 3/2
1OYR 3/2
12"
11.6 12"
11.6'
B
B
SiL
SiL
2.5YR 5/6
36"
9'6 "
2.5YR 6/6
ottlinn 03f;
36 mottlina
036"
9.6'
C1 I I C1
SiL SiL
1OYR 5 6
53" 10YR 5/6 8.2' 60" 7.6'
C2 C2
FMS FMS
1OYR 6/4 1OYR 6/4
132" 1.6' 132" 1.6
OO
O
o
I
EXIST. SAS,*
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4.08
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I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 121 PARCEL 64
LOCUS IS WITHIN FEMA FLOOD ZONE
(EL 12), & V4 (EL 14) AS SHOWN OP
COMMUNITY PANEL#250015 0001D R
7-2-1992
ZONING SUMMARY
ZONING DISTRICT: R-40 RESIDENTIAL
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
1. DATUM IS NGVD 29
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER F
4. DESIGN LOADING FOR ALL PROPOSED PR
TO BE AASHO H -]Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCOR
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONI.
BE USED FOR LOT LINE STAKING OR ANY 0
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4
\ 9. COMPONENTS NOT TO BE BACKFILLED OF
WITHOUT INSPECTION BY BOARD OF HEALTH
PERMISSION OBTAINED FROM BOARD OF HU
10. CONTRACTOR SHALL BE RESPONSIBLE FI
DIGSAFE (1-888-344-7233) AND VERIFYING
LOCATION OF ALL UNDERGROUND & OVERHE
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTEREI
--- -- - --- - '?EMOVED 5' BENEATH AND AROUND THE PR
LEACHING FACILITY.
12. ROOF RUN-OFF SHALL BE DIRECTED TO
/ STONE DRIP TRENCHES
HMARK: USE SPK IN / 13. ELECTRICAL PERMIT REQUIRED.
NO AT EL 13.2'
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
ELEV. ELEV. ELEV. t�
0" 12.6' 0" Q 12_6' 0„ Q 12.6' 0" Q
- A A - A A
LS LS LS LS
10"
1OYR 3/2 11.8' 12" 1OYR 3/2 11.6' 9" 11.8' 10" 1OYR 3/2 1OYR 3/2
B B B B
SL SL SL SL
36" 1OYR 6/4 9.6' 34" 1OYR 6/4 9.7' 35" 1OYR 6/4 9.6' 24" 1OYR 6/4
a j. g -w el. 8.
C C1 C1
-w e . 6 9 SILT LOAM ad . g -w el. 7.3' SILT LOAM
FMS 40"
10YR 7/6 PERC FMS e . 5 9 1OYR 7/6
66" 7.5' -w
2.5Y 6/3 C2 2.5Y 6/3 PERC C2
POCKETS obs g -w 6.1POCKETS obs g -w 6.1'1
SILT LOAM FMS SILT LOAM FMS
120" 2.6' 130" 2.5Y 6/3 2.2, 132" 2.6' 120" 2.5Y 6/3
517/
DATE
GROUNDWATER ADJ. DATA:
WELL: SDW-252
ZONE: A
ADJ: 1.4'
y
ANIEL ,' �� DANIEL)
A. o OJALA
OJALA �' CIVIL
0980 No. 4B591.
DANIEL A. OJALA, PE, PLS
TITLE 5 SITE PL
FOR
34 THACHER SHORE R(
YARMOUTH PORT
PREPARED FOR
THE ESTATE OF
ROSALIE B. SWANSE`
MAY 15, 2012
n
Scale:l"=20'
0 10 20 30 40 50 FEET
SHT 1 OF 2 �,
REQUIRED I
MIN. LOT SIZE
40,000 S.F. 2
MIN. LOT FRONTAGE
150'
MIN. FRONT SETBACK
30'
MIN. SIDE SETBACK
20'
MIN. REAR SETBACK
20'
MAX. BUILDING COVERAGE
25%
SITE IS NOT LOCATED
WITHIN THE AC
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
1. DATUM IS NGVD 29
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER F
4. DESIGN LOADING FOR ALL PROPOSED PR
TO BE AASHO H -]Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCOR
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONI.
BE USED FOR LOT LINE STAKING OR ANY 0
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4
\ 9. COMPONENTS NOT TO BE BACKFILLED OF
WITHOUT INSPECTION BY BOARD OF HEALTH
PERMISSION OBTAINED FROM BOARD OF HU
10. CONTRACTOR SHALL BE RESPONSIBLE FI
DIGSAFE (1-888-344-7233) AND VERIFYING
LOCATION OF ALL UNDERGROUND & OVERHE
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTEREI
--- -- - --- - '?EMOVED 5' BENEATH AND AROUND THE PR
LEACHING FACILITY.
12. ROOF RUN-OFF SHALL BE DIRECTED TO
/ STONE DRIP TRENCHES
HMARK: USE SPK IN / 13. ELECTRICAL PERMIT REQUIRED.
NO AT EL 13.2'
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
ELEV. ELEV. ELEV. t�
0" 12.6' 0" Q 12_6' 0„ Q 12.6' 0" Q
- A A - A A
LS LS LS LS
10"
1OYR 3/2 11.8' 12" 1OYR 3/2 11.6' 9" 11.8' 10" 1OYR 3/2 1OYR 3/2
B B B B
SL SL SL SL
36" 1OYR 6/4 9.6' 34" 1OYR 6/4 9.7' 35" 1OYR 6/4 9.6' 24" 1OYR 6/4
a j. g -w el. 8.
C C1 C1
-w e . 6 9 SILT LOAM ad . g -w el. 7.3' SILT LOAM
FMS 40"
10YR 7/6 PERC FMS e . 5 9 1OYR 7/6
66" 7.5' -w
2.5Y 6/3 C2 2.5Y 6/3 PERC C2
POCKETS obs g -w 6.1POCKETS obs g -w 6.1'1
SILT LOAM FMS SILT LOAM FMS
120" 2.6' 130" 2.5Y 6/3 2.2, 132" 2.6' 120" 2.5Y 6/3
517/
DATE
GROUNDWATER ADJ. DATA:
WELL: SDW-252
ZONE: A
ADJ: 1.4'
y
ANIEL ,' �� DANIEL)
A. o OJALA
OJALA �' CIVIL
0980 No. 4B591.
DANIEL A. OJALA, PE, PLS
TITLE 5 SITE PL
FOR
34 THACHER SHORE R(
YARMOUTH PORT
PREPARED FOR
THE ESTATE OF
ROSALIE B. SWANSE`
MAY 15, 2012
n
Scale:l"=20'
0 10 20 30 40 50 FEET
SHT 1 OF 2 �,