HomeMy WebLinkAboutApp# 16-A053LEGEND
- 99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
1s8.4)
PROPOSED SPOT EL.
TH1
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TEST HOLE
2,
SLOPE OF GROUND
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UTILITY POLE .
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FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAYANG
'THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
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SYSTEM PROFILE MAR ED WITH BE
TAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3' GRADE
EL 29.0
28.FILTER FABRIC OVER STONE
2 MINIMUM .75. OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 25.0
NOTE: 2' MIN. WALL
PRECAST H-10
RISERS (7YP.) THICKNESS REOUIRED BLOCKS OR
PRECAST RISERS
2'r 4"0SCH40 PVC MORTAR ALL H-10
6' MIN. SUMP PIPES LEVEL 1ST 2• COMPONENTS
t2' MIN. INi. DIM. ENDS (TYP.) INV' L. 21.204'
SIDES 22.0;
24.05'PTEE500 GAL H-10 TEE
23.80'
EPTIC TANK -0 0 0 o WATERIEST D'BOX i° o°°o
' U0. LEVEL 000° 0 0 000 0°0°00 CAS BAFFLE . .?o�o,°,o°e,°,o?. X00°oao ®CME OR EQUAL _ FOR LEVELNESS ;00000°o°
21.47' 21.30' ,°° o°% °°°°°°°° 19.2
0,°0,°0,°0ooa°o? H-10 500 GAL. LEACHING CHAMBER BY ACME -PRECAST OR EQUAL
3/4"-1-1/2' DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83'
COMPACTION. (15.221 [23)
u
(-L-5-% SLOPE) 3.6 13.0' BOTTOM TH-2 LOCUS MAP
(_7 SLOPE) (� x SLOPE) NO GROUNDWATER FOUND
SCALE 1"=2000'±
FOUNDATION- 11 -SEPTIC TANK 65' D' BOX 12' LEACINFACILHTYG 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
1
NOTES ZONING SUMMARY
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED ZONING DISTRICT: R-40 DISTRICT
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS MIN. FRONT SETBACK 30'
TO BE AASHO H -1.Q MIN. SIDE SETBACK 20'
5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. REAR SETBACK 20'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MAX. BUILDING COVERAGE 25%
310 CMR 15.000 (TITLE 5.) SITE IS LOCATED WITHIN THE AQUIFER
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO PROTECTION OVERLAY DISTRICT
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.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
REFERENCES
DEED BOOK 16070 PAGE 243
PLAN BOOK 584 PAGE 96
OJALA
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C46502
SYSTEM DESIGN:
Folin
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Pond
,
ONE Fi/,F y �
Stoney H171 Poo
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GARBAGE DISPOSER IS NOT ALLOWED
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PROPOSED 4 BEDROOM DWELLING
n
OJALA, P. E.,
Knob Hill
R
Whites Path
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DESIGN FLOW: 4 BEDROOMS ® 110 GPD 440
GPD
(-L-5-% SLOPE) 3.6 13.0' BOTTOM TH-2 LOCUS MAP
(_7 SLOPE) (� x SLOPE) NO GROUNDWATER FOUND
SCALE 1"=2000'±
FOUNDATION- 11 -SEPTIC TANK 65' D' BOX 12' LEACINFACILHTYG 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
1
NOTES ZONING SUMMARY
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED ZONING DISTRICT: R-40 DISTRICT
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS MIN. FRONT SETBACK 30'
TO BE AASHO H -1.Q MIN. SIDE SETBACK 20'
5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. REAR SETBACK 20'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MAX. BUILDING COVERAGE 25%
310 CMR 15.000 (TITLE 5.) SITE IS LOCATED WITHIN THE AQUIFER
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO PROTECTION OVERLAY DISTRICT
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.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
REFERENCES
DEED BOOK 16070 PAGE 243
PLAN BOOK 584 PAGE 96
29 }
OJALA
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C46502
SYSTEM DESIGN:
,
1STER ES Pte
GARBAGE DISPOSER IS NOT ALLOWED
i
PROPOSED 4 BEDROOM DWELLING
DANIEL A.
OJALA, P. E.,
P.L.S.
DESIGN FLOW: 4 BEDROOMS ® 110 GPD 440
GPD
LOT 1
USE A 440 GPD DESIGN FLOW
WETLAND -
15,737 SF±
UPLAND -
43,575 SFf
TOTAL -
59,312 SFf
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
d
SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD
to
BOTTOM 33.5 x_12.83 (.74) = 318 GPD
C14 "
TOTAL: 615 S. F. 455 GPD
w
W ¢
USE (3) 500 GAL. LEACHING CHAMBERS (ACME
OR EQUAL)
WITH 4' STONE ALL AROUND
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TEST HOLE LOGS
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WETLAND
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
° I
DATE: 3/9/2016
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OJALA
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C46502
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MAG ELEVATION
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144" 14' 144"
NO GROUNDWATER ENCOUNTERED
01 1:9 >mm
OF
19'
13'
SON FARM WAY
YARMOUTH MA
PREPARED FOR
ALEX KUHARENKA
DATE: MARCH 16, 2016
Scale:1 "= 20'
0 10 20 30 40 50 FEET
I of(508-362-4541
fox 508-362-9880
downcape.com 0
down cape engineering, inc.
civil engineers
land surveyors
939 Moin Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-057
OJALA
f'
C46502
o No.40980
1STER ES Pte
DATE
DANIEL A.
OJALA, P. E.,
P.L.S.
01 1:9 >mm
OF
19'
13'
SON FARM WAY
YARMOUTH MA
PREPARED FOR
ALEX KUHARENKA
DATE: MARCH 16, 2016
Scale:1 "= 20'
0 10 20 30 40 50 FEET
I of(508-362-4541
fox 508-362-9880
downcape.com 0
down cape engineering, inc.
civil engineers
land surveyors
939 Moin Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-057
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