HomeMy WebLinkAboutEngineered Plan - Rev. 2015tu
n�
1�
IZ
T.O.F 100.0
S 96.67 1 98.3 F.G.
11 SII
INSTALL NEW OUTLET
TEE AND FILTER
1000 GALLON H-10
EXISTING SEPTIC TANK
umot4 STREET
85.001
0
0
0
COVER TO WITHIN 6"
OF FINISHED GRADE
COVER TO
FINISHED GRADE
95.7
SEPTIC SYSTEM PROFILE
TEST HOLE LOG
DATE: 7/16/15
TEST BY: MIKE O'LOUGHLII`
WITNESS: AMY VON HONE
F.G. 98.8 +/- MINIMUM 2" PEASTONE OR PERC RATE: < 2 MIN
PIPE TO BE LEVEL -GEOTEXTILE FABRIC
/FOR 2' OUT OF D -BOX (� TEST HOLE # 1
r / I VENT WITH CHARCOAL 011 98.80 EL
94.37 \-93.69
93.85
111 20
D -BOX
6" COMPACT STONE
OR COMPACTED B ASE
CATCH
BASIN
Eq
now
r
m
CV
LOAMY SAND
I
U1
AP 10Y 4/3
g"
98.05 EL
BW LOAMY SAND
26"
CTI
96.64 EL
C1 FINE COARSE SAND
42"
10Y 5/8
94.50 EL
C2 FINE SAND
2.5Y 7/2
4)
151.,, 100,0
T0F
'T
/ FILTER
G/ TOP @ 94.57
0 0 0 0 0 0 0 0 0 0 0
/THRUNNNIN
93.57
(2) 500 GAL DRYWELL H-20 BOTTOM @ 91.57
WITH 3/4" -1 1/2" OF DOUBLE WASHED STONE
4' ON ENDS AND 3.58' ON SIDES
12.5' X 25'
5.87'
85.70 EL BOTTOM OF
NO WATER #2 TEST HOLE
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2O i
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0
SEE �' o LID
NOTE 3 ,o
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00
07
4�
SEE., NOTE 2
00
4a0 a-
l
07
SEE NOTES 1
1/2
AT
BEDROOM B EDROOM B EDROOM'
SECOND FLOOR
Permit valid for REPAIR OF' SEPTIC SYSTEM
ONLY; dire to State and Local septic variances.
Board, of llealth review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
01
R17 r c'
C Ae Date
B ASIN
BOTTOM OF PERK 41"
PRESOAK > 15 MIN
TEST HOLE # 2
n" 98.20 EL
LOAMY SAND
AP 10Y 4/3
g"
98.05 EL
BW LOAMY SAND
26"
10Y 5/6
96.64 EL
C1 FINE COARSE SAND
42"
10Y 5/8
94.50 EL
C2 FINE SAND
2.5Y 7/2
NO WATER
ENCOUNTERED
150"
1
186.30 EL
BOTTOM OF PERK 41"
PRESOAK > 15 MIN
TEST HOLE # 2
n" 98.20 EL
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE & UNDERGROUND, 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,
REQUIRED BY PLAN, AND 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. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE
SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING
310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND
AND UNDER S.A.S.
10. -ALL-4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL
B E MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES,
THESE TOO SHALL BE MORTARED IN PLACE.
DESIGN DATA
DAILY FLOW: (3) BEDROOMS X 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD X 2 = 660 GPD
USE: EXISTING 1000 GALLON H-10 SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -6 H-20
SOIL ABSORPTION SYSTEM:
USE: (2) 500 GAL DRYWELLS H-20 WITH DOUBLE
WASHED STONE 4' ON ENDS AND 3.58' ON SIDES.
SIDEWALL AREA: 75' X 2' X 0.74 = 111.00 GPD
BOTTOM AREA: 12.5' X 25' X 0.74 = 231.25 GPD
TOTAL AREA: 150 SQFT + 312.50 SQFT = 342.25 GPD
NOTES
1. PUMPOUT EXISTING LEACHING PIT AND FILL IN WITH CONCRETE
PRODUCT (FLOWABLE FILL) FROM CAPE COD READY MIX OR EQUAL.
2. REMOVE THE EXISTING OUTLET PIPE FROM THE TANK AND PATCH
THE HOLE WITH HYDRAULIC CEMENT.
3. ADD 20' X 6" SLEEVE BETWEEN SEPTIC TANK AND DISTRIBUTION
BOX OVER EXISTING WATER SERVICE
4. PATCH EXISTING DRIVEWAY WITH ASPHALT.
VARIANCE REQUEST
C MR 15.221 (7)
TO ALLOW TOP OF D -BOX AND S.A.S > 3' FROM FINISH GRADE
RELIEF NEEDED 1.23'
HEALTH AGENT APPROVAL DATE
SEWAGE PLAN ENGINEER:
STEPHEN HAAS
LOCATION: 2 VILLAGE LANE
YARMOUTH PORT MA
PREPARED FOR: EDWARD AND MARGARET RYAN_ a i
4f�£� s., �2xb d•
SCALE: 1" = 10' DATE: JUL 28, 2015�,R
JOB NUMBER: 7-28-15SP REVISION: AUG 14, 2015
SHEET NUMBER: 1 DRW BY KMJ
MAP: 124
PARCEL: 17
PREPARED FROM CERTIFIED PLOT
J. O' LO U G H LI N INC. PLAN BY DOWN CAPE ENGINEERING
714 MAIN STREET, YARMOUTH PORT, MA 02675 LAND SURVEYOR DATED 6/26/1918
(508) 362-4942 DRAWN BY:
KENNETH JANSSON
LOAMY SAND
AP 10Y 4/3
g"
97.45 EL
BW LOAMY SAND
26
10Y 5/6
96.04 EL
C1 FINE COARSE SAND
52"
10Y 5/8
93.90 EL
C2 FINE SAND
2.5Y 7/2
NO WATER
ENCOUNTERED
150"
1
185.70 EL
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE & UNDERGROUND, 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,
REQUIRED BY PLAN, AND 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. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE
SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING
310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND
AND UNDER S.A.S.
10. -ALL-4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL
B E MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES,
THESE TOO SHALL BE MORTARED IN PLACE.
DESIGN DATA
DAILY FLOW: (3) BEDROOMS X 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD X 2 = 660 GPD
USE: EXISTING 1000 GALLON H-10 SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -6 H-20
SOIL ABSORPTION SYSTEM:
USE: (2) 500 GAL DRYWELLS H-20 WITH DOUBLE
WASHED STONE 4' ON ENDS AND 3.58' ON SIDES.
SIDEWALL AREA: 75' X 2' X 0.74 = 111.00 GPD
BOTTOM AREA: 12.5' X 25' X 0.74 = 231.25 GPD
TOTAL AREA: 150 SQFT + 312.50 SQFT = 342.25 GPD
NOTES
1. PUMPOUT EXISTING LEACHING PIT AND FILL IN WITH CONCRETE
PRODUCT (FLOWABLE FILL) FROM CAPE COD READY MIX OR EQUAL.
2. REMOVE THE EXISTING OUTLET PIPE FROM THE TANK AND PATCH
THE HOLE WITH HYDRAULIC CEMENT.
3. ADD 20' X 6" SLEEVE BETWEEN SEPTIC TANK AND DISTRIBUTION
BOX OVER EXISTING WATER SERVICE
4. PATCH EXISTING DRIVEWAY WITH ASPHALT.
VARIANCE REQUEST
C MR 15.221 (7)
TO ALLOW TOP OF D -BOX AND S.A.S > 3' FROM FINISH GRADE
RELIEF NEEDED 1.23'
HEALTH AGENT APPROVAL DATE
SEWAGE PLAN ENGINEER:
STEPHEN HAAS
LOCATION: 2 VILLAGE LANE
YARMOUTH PORT MA
PREPARED FOR: EDWARD AND MARGARET RYAN_ a i
4f�£� s., �2xb d•
SCALE: 1" = 10' DATE: JUL 28, 2015�,R
JOB NUMBER: 7-28-15SP REVISION: AUG 14, 2015
SHEET NUMBER: 1 DRW BY KMJ
MAP: 124
PARCEL: 17
PREPARED FROM CERTIFIED PLOT
J. O' LO U G H LI N INC. PLAN BY DOWN CAPE ENGINEERING
714 MAIN STREET, YARMOUTH PORT, MA 02675 LAND SURVEYOR DATED 6/26/1918
(508) 362-4942 DRAWN BY:
KENNETH JANSSON