HomeMy WebLinkAboutEngineered Plan - 2016ASSUMED BM @ T.O.F 30.0
r.5
27.0
27-
28.5 F.G.
14" TEE AND
FILTER
1,500 GALLON MONO
H-10 SEPTIC TANK
COVER TO WITHIN 6"
OF FINISHED GRADE -
COVER TO
_FINISHED GRADE
27.75
SEPTIC SYSTEM PROFILE
PIPE TO BE LEVEL
FOR 2' OUT OF D -BOX
COVERS TO BE WITHIN 6" OF FINISH GRADE
MAX. F.G. 28.0 MINIMUM 2" PEASTONE OR
17M. F.G. GEOTEXTILE FABRIC
TOP@25.0 T.O.L.@97.5
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26.75 -27.33 0000000
27.5
H-20
D -BOX
-----,6" OF STONE OR
COMPACTED B ASE
N 58' 07' 29" E 100.00'
24.0. ---- - ��
(2) 500 GAL DRYWELL H-10
WITH 3/4" -1 1/2" OF DOUBLE WASHED STONE
12' X 25'
40 MIL LINER
OTTOM @ 22.0 B.O.L. @ 93.0
6.11'
15.89 EL
WELL MIW 29 ZONE A 2.3'
AJUSTMENT 2.3 @ 13.59 EL 1
.5'
B OTTOM OF
AUGER HOLE @
29 13.09 EL
MERG=ANSER LANE
AUGER HOLE # 1
p" 26.76 EL
qP LOAMY SAND
g" 10Y 4/3 26.1 EL
BW LOAMY SAND
10Y 5/6
34" 23.93 EL
C FINE SAND
2.5Y 7/4
WATER
ENCOUNTERED
AT 158" 13.59 EL
13.09 EL
TEST HOLE LOG
UA IL: 1L/14/lb
TEST BY: MIKE O'LOUGHLIN
WITNESS: AMY VON HONE
PERC RATE: < 2 MIN
TEST HOLE
p" 28.0 EL
Ap LOAMY SAND
g" 10Y 4/3 27.25 EL
BW LOAMY SAND
10Y 5/6
25" 25.9 EL
C FINE SAND
2.5Y 7/4
NO WATER
ENCOUNTERED
18.0 EL
BOTTOM OF PERK 45"
PRESOAK 13:0 MINS. < 2"
GENERAL NOTES
TEST HOLE # 2
p" 28.34 EL
Ap LOAMY SAND
g" 10Y 4/3 27.59 EL
B W LOAMY SAND
10Y 5/6
25" 1 126.25 EL
C FINE SAND
2.5Y 7/4
NO WATER
ENCOUNTERED
18.34 EL
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, PRIOR
TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
4. DESIGNER TO INSPECT & CERTIFY OVER -DIG, IF OVER -DIG REQUIRED, AND COMPLETE
FINAL INSPECTION BEFORE BACKFILL.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS.
6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL.
7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC
MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
8. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG,
CONTACT SEPTIC SYSTEM DESIGNER AND THE BOARD OF HEALTH.
9. IF AN OVERDIG IS REQUIRED, REPLACE SOILS WITH CLEAN GRANULAR SAND MEETING
310C MR 15.255(3) 5' AROUND S.A.S.
10. ALL 4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE.
IF USING 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE.
DESIGN DATA
_DAILY_ FLOW:_ (3) B EDROOM__DESIGN _ X 110 -GPD-=- 330 GPD
SEPTIC TANK: 330 GPD X 2 = 660 GPD
USE: 1,500 GALLON H-10 MONO SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -6 H-20
SOIL ABSORPTION SYSTEM:
USE: (2) 500 GAL DRYWELLS H-10 WITH DOUBLE WASHED STONE
SIDEWALL AREA: 74' X 2' = 148 SQFT
BOTTOM AREA: 12' X 25' = 300 SOFT
TOTAL AREA: 448 SQFT
448 SQFT X .74 = 331.52 GPD
NOTES
1. PUMP OUT AND REMOVE EXISTING LEACHING PIT AND ALL CONTAMINATED SOILS.
2. PUMP OUT AND REMOVE THE EXISTING SEPTIC TANK
Yarmouth Health Department
,�,APMO VED
Date
HEALTH AGENT APPROVAL
SEWAGE PLAN
LOCATION: 8 MERGANSER LANE
WEST YARMOUTH, MA
PREPARED FOR:
ESTATE OF GEORGE LONERGAN
SCALE: 1" - 10' DATE: DEC 21, 2016
JOB NUMBER: REVISION:
J. O'LOUGHLIN INC.
714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942 jolinc@verizon.net
DATE
ENGINEER: STEPHAN HAAS
REFERENCE CERTIFIED PLOT PLAN
BY BARNSTABLE SURVEY
CONSULTANTS DATED 8/15/75
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DESIGN DATA
_DAILY_ FLOW:_ (3) B EDROOM__DESIGN _ X 110 -GPD-=- 330 GPD
SEPTIC TANK: 330 GPD X 2 = 660 GPD
USE: 1,500 GALLON H-10 MONO SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -6 H-20
SOIL ABSORPTION SYSTEM:
USE: (2) 500 GAL DRYWELLS H-10 WITH DOUBLE WASHED STONE
SIDEWALL AREA: 74' X 2' = 148 SQFT
BOTTOM AREA: 12' X 25' = 300 SOFT
TOTAL AREA: 448 SQFT
448 SQFT X .74 = 331.52 GPD
NOTES
1. PUMP OUT AND REMOVE EXISTING LEACHING PIT AND ALL CONTAMINATED SOILS.
2. PUMP OUT AND REMOVE THE EXISTING SEPTIC TANK
Yarmouth Health Department
,�,APMO VED
Date
HEALTH AGENT APPROVAL
SEWAGE PLAN
LOCATION: 8 MERGANSER LANE
WEST YARMOUTH, MA
PREPARED FOR:
ESTATE OF GEORGE LONERGAN
SCALE: 1" - 10' DATE: DEC 21, 2016
JOB NUMBER: REVISION:
J. O'LOUGHLIN INC.
714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942 jolinc@verizon.net
DATE
ENGINEER: STEPHAN HAAS
REFERENCE CERTIFIED PLOT PLAN
BY BARNSTABLE SURVEY
CONSULTANTS DATED 8/15/75