HomeMy WebLinkAboutEngineered Plan - 20159.7'
PRECAST H-10
RISERS (TYP.)
2'0
SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
18.8' MINIMUM .75' OF COVER nvl:R PRr=recT
WATER TEST D'BOX FOR LEVELNESS
4"OSCH40 PVC
PIPES LEVEL 1ST 2'
*17.2'- 10" 1500 GAL H-10 14" .,
16.85' TEE SEPTIC TANK TEE 16.6' '
000000000000
GAS BAFFLE ::: I°oGo100 0001
4' LIQ. LEVEL (ACME OR EQUAL) . 16.24' 16.07'
000 0 0 0 0 0 0 0 0 0 0 00 0 0 0 o�c
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
,�O000OoOn90 nOlO,$O'op0DO On0�,O^O O O„O'coOO.
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
16.02'
(__L_% SLOPE) (-L-% % SLOPE) (-!-% SLOPE)
MIN.
FOUNDATION- 13' SEPTIC TANK 36' D' BOX 7'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEN D
99 '-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
MAP 50
PROPOSED SPOT EL.
TH1
PARCEL
TEST HOLE
2�
SLOPE OF GROUND
18.5
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 6/24/15
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
p" 18.8'
LS
4" 10YR 4/2
B
LS
18" 10YR 4/6 17.3'
C
PERC
MS
2.5Y 7/4
120" I 18.8'
NO GROUNDWATER ENCOUNTERED
LICE # 15-142
MAP 50
PARCEL 5
IS
I SLAB
I
EXISTING /
DWELING #28
STOCKADE
78
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
PE REQUIRE OVER SYSTEM 18.8-'
n/ i
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC' &ER STONE 16.52'
I ,
4" PVC SET AT 0.5% SLOPE J
2' DOUBLE WASHED 3/4" - 1 1/2" STONE)
l
i,
I
LEACHING
FACILITY
MAP 50
PARCEL 61
10.56'
13.8'
5.0'
BOTTOM TH 1 ELEV. 8.8'
TOP CORMERl%
OF BULK fEADD
EL. =19.0 (NAVD88)
1 �
/N h C
r4.GE OF LA
1%.98
.� j '� x 78.81
CP
rCp� 18.2
18.96
COVERED x 19.
4 CONC. PATIO
18.37
0" 1 �/
AP
I H1
I 1 18.82
I
s
3'�
0
.o
77�
EOP
/ EXISTING:
DWELLING #22 1 RI
TOP FNLI. GA
-19.7 ; /
E)
�j8.14
o
70
MAP 50
PARCEL 60
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
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.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
19-62 79.23
F-119 POP
MAP 50
11
PARCEL
F
79 0.27 A
18.5
0
V V
\
110.00
7.56
f
16.96
E)
�j8.14
o
70
MAP 50
PARCEL 60
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
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.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 50 PARCEL 52
VARIANCES REQUESTED: UNDER MAX. FEASIBLE
COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK
SAS TO FOUNDATION (20' TO 17.0')
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
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:
AP 50 SIDES: 2[2 (43 + 3) 2 (.74)] = 207 GPD
P RCEL 53
BOTTOM 2[43 x 3 (.74)] = 142 GPD
TOTAL: 644 S.F. 476 GPD
USE (2) 43' LONG x 3' WIDE x 2' DEEP
Permit valid for REPAIR OK SEPTIC st 4•l (m LEACH TRENCHES OF PERF. SCH. 40 PVC PIPE AND STONE
ONLY; due to State and Local septic yAriances.
Board of Health review and approval is requirtd For
a I future additionsirenovation,/aiterations to
sewage facilities and/or structures/dwelling.
Yarmouth I�61fh Department
APPROVE �'AoeA5
17.02 l 'L EOP
LANE
X78
47
6 -2, -1 -
DATE
MA
APPROVED DATE BOARD OF HEALTH
Date TITLE 5 SITE PLAN
OF
22 SATURN LANE
SOUTH YARMOUTH, MA
PREPARED FOR
B&B EXCAVATION/MCAVINNUE
DATE: JUNE 24, 2015
off 508-362-4541
I fox 508-362-9880
downcope.com
901YR CQ10e e11gineerifi4e, h7C.
civil engineers
�--� I V\_ \_�/ � ian d surveyors
l 939 Main Street ( Rte 6A)
DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
F-119 POP
11
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 50 PARCEL 52
VARIANCES REQUESTED: UNDER MAX. FEASIBLE
COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK
SAS TO FOUNDATION (20' TO 17.0')
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
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:
AP 50 SIDES: 2[2 (43 + 3) 2 (.74)] = 207 GPD
P RCEL 53
BOTTOM 2[43 x 3 (.74)] = 142 GPD
TOTAL: 644 S.F. 476 GPD
USE (2) 43' LONG x 3' WIDE x 2' DEEP
Permit valid for REPAIR OK SEPTIC st 4•l (m LEACH TRENCHES OF PERF. SCH. 40 PVC PIPE AND STONE
ONLY; due to State and Local septic yAriances.
Board of Health review and approval is requirtd For
a I future additionsirenovation,/aiterations to
sewage facilities and/or structures/dwelling.
Yarmouth I�61fh Department
APPROVE �'AoeA5
17.02 l 'L EOP
LANE
X78
47
6 -2, -1 -
DATE
MA
APPROVED DATE BOARD OF HEALTH
Date TITLE 5 SITE PLAN
OF
22 SATURN LANE
SOUTH YARMOUTH, MA
PREPARED FOR
B&B EXCAVATION/MCAVINNUE
DATE: JUNE 24, 2015
off 508-362-4541
I fox 508-362-9880
downcope.com
901YR CQ10e e11gineerifi4e, h7C.
civil engineers
�--� I V\_ \_�/ � ian d surveyors
l 939 Main Street ( Rte 6A)
DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675