HomeMy WebLinkAbout400 West Yarmouth Road - Sewage PlanRM 100 .0
DOTING AT
IALKOUT DOOR
COVER WITH RISER COVEVITH RISER
6" BELOW GRADE 6;' B)W�G$AQ�
IIrT
14- TEE/
96.53
GAS BAFFLE)
INSTALLI -
EXISTING 1000 GADN
NOTES
1. LEACHING PITS TO BE PUMPED OUT AND REMOVED, ALONG
WITH ANY CONTAIMINATED SOIL.
2. INSTALL EFFLUENT TEE AND GAS BAFFLE ON EXISTING
SEPTIC TANK
3. CERTIFIED PLOT PLAN REFERENCED
DONE BY ELDREDGE SURVEYING COMPANY, 3/21/74.
SEPTIC TANI
PIPE TO BE LEVEL
FOR 2' OUT OF D -BOX
96.1
H-20
D -BOX
-6" COMPACT STONE
OR COMPACTED BASE
95.79
INSPECTION PORT
Whittier
FINAL GRADE
99.16 �.
r
. Kaycee's Wy o
_TOP @ 96.16
o no n Ne`
(21) QUICK 4 HIGH CAPACITYF_ BOTTOM O
H-10 INFILTRATORS EL 94.83
3 TRENCHES - (7-ItIFILTRATORS + 6.53'
2 END CAPS)X 28'
WITH 6' BETWEEN TRENCHES - NO STONE 88.3 EL
BOTTOM OF
TEST HOLE
101.4
101.8
GST
CPAD-
100.6
LOT AREA
32,962.4 4/- S.F.
DESIGN CRITERIA
NUMBER OF BEDROOMS:/ 4 BEDROOMS (&y1qt• ��
SOIL TEXTURAL CLASS: CLASS 1 (.74)
DESIGN PERCOLATION RATE: < 5 MIN/IN
GARBAGE GRINDER: NO
LEACHING AREA REQUIRED 440/.74 = 595 SF
SEPTIC TANK: 440 GPD X 2007 = 880 GALLONS
USE EXISTING 1000 GALLON
PROPOSED D -BOX: 6DB H-20
USE (21) QUICK 4_HIGH
CAPACITY INFlLTRATORS (34" X 48" X 16"
3- 3' X 28' TRENCH CONFIGURATION,
6 END CAPS, NO STONE.
BOTTOM AREA: (GENERAL USE APPROVAL FOR
7.93 SF/LF FOR TRENCH CONFIGURATION)
595 SF / 7.93 = 75; 75/4' = 18.75 UNITS
USE: 21 UNITS
28X4' X7.93 X.74=492 GPD
FLOOR PLANS (NTS)
Z U �
bar
Y 0 F
z
5
J
FAMILY POOL ROOM SUN
BED ROOM
BED I BED
FIRST FLOOR BASEMENT
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE & UNDERGROUND, PRQR TO
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 310 CMR 15.00:TITLE V.
3. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS
PLAN IS TO BE USED FOR SEPTIC SYSTEM UPURACE.
4. DESIGNER TO INSPECT & CERTIFY OVER
DIG, WHEN 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 COMPARVDLE MEANS IN
ORDER TO LOCATE THEM ONCE BURIED,
B. IF SOILS ARE FOUND UNSUITABLE OR OFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. IF UNSUITABLE MATERIAL IS FOUND IN THE PRIMARY OR THE
RESERVE OF THE S.A.S. AN OVERDIG REQUIRING 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 CONNECTION AT SEPTIC TAM( AND D -BOX SHALL
BE MORTARED IN PLACE. IF USING 16" PLASTI-RISER PIPES,
THESE TOO SHALL BE MORTARED IN PLACE.
Healtl
Buck Island.
TEST HOLE LOG
DATE: 10-3-12
TEST BY: Michael O'Loughlin S.E.
WITNESSED BY: Amy Von Hone
PERC RATE < 5 MIN PER INCH
TEST HOLE # 1
0"
A
105.9 0
10YR 3/2
BW LOAMY SAND
58
BENCHMARK.
.. - 35' FERC 96.33 I I
C M. F. S.
2 5Y 7/6
coN0. I30z
CBD
ELEVATION• 1063
-
rAS5uN1EDJ
105.0
'T
106.0
GST I.9
MAG
OO
1p0.3
4
DRV
10 .O
101.1
104.6
100.2
I
DRV
1_ ST
6.2 xi K
6(b
See Note #1
n,
DRY 0 -1
C)RIVEWAY 106.1 104.6 DRY
/
® Z$
f
6.1
100.0
99.
NL -
DRV106.
GST
ECK-OH
rO
0
.e oo.o
BLDG-
-
J!
B OTIN6
9191.5
106,2
106.3
PoonNe • DOOR
TPIT
1
2
ELEVATION�100.
100.
ra5suMMJ
SLAIN
�� .IL 10.
'
N
is
104611
Se Note #1
CIO
10
�7 CV
106.2 w
G_
105.3
GST IO
100.6 4
GST
105.4
G
T
BLDG- FNC-STKD
I• P
OJ
BLDG-
104.2
20
`s 9
O
101.
101.6
- -5TKD
M
Y
Gs
CPAD-
100.6
PAD-
CSTKD
POOL
102.1
W/ GONG. APRON
GST
I
101.4
101.8
GST
CPAD-
100.6
LOT AREA
32,962.4 4/- S.F.
DESIGN CRITERIA
NUMBER OF BEDROOMS:/ 4 BEDROOMS (&y1qt• ��
SOIL TEXTURAL CLASS: CLASS 1 (.74)
DESIGN PERCOLATION RATE: < 5 MIN/IN
GARBAGE GRINDER: NO
LEACHING AREA REQUIRED 440/.74 = 595 SF
SEPTIC TANK: 440 GPD X 2007 = 880 GALLONS
USE EXISTING 1000 GALLON
PROPOSED D -BOX: 6DB H-20
USE (21) QUICK 4_HIGH
CAPACITY INFlLTRATORS (34" X 48" X 16"
3- 3' X 28' TRENCH CONFIGURATION,
6 END CAPS, NO STONE.
BOTTOM AREA: (GENERAL USE APPROVAL FOR
7.93 SF/LF FOR TRENCH CONFIGURATION)
595 SF / 7.93 = 75; 75/4' = 18.75 UNITS
USE: 21 UNITS
28X4' X7.93 X.74=492 GPD
FLOOR PLANS (NTS)
Z U �
bar
Y 0 F
z
5
J
FAMILY POOL ROOM SUN
BED ROOM
BED I BED
FIRST FLOOR BASEMENT
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE & UNDERGROUND, PRQR TO
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 310 CMR 15.00:TITLE V.
3. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS
PLAN IS TO BE USED FOR SEPTIC SYSTEM UPURACE.
4. DESIGNER TO INSPECT & CERTIFY OVER
DIG, WHEN 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 COMPARVDLE MEANS IN
ORDER TO LOCATE THEM ONCE BURIED,
B. IF SOILS ARE FOUND UNSUITABLE OR OFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. IF UNSUITABLE MATERIAL IS FOUND IN THE PRIMARY OR THE
RESERVE OF THE S.A.S. AN OVERDIG REQUIRING 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 CONNECTION AT SEPTIC TAM( AND D -BOX SHALL
BE MORTARED IN PLACE. IF USING 16" PLASTI-RISER PIPES,
THESE TOO SHALL BE MORTARED IN PLACE.
Healtl
Buck Island.
TEST HOLE LOG
DATE: 10-3-12
TEST BY: Michael O'Loughlin S.E.
WITNESSED BY: Amy Von Hone
PERC RATE < 5 MIN PER INCH
TEST HOLE # 1
0"
A
99.3 EL
98.97 EL
97.97 EL
132" 88.3 EL
WATER NOT ENCOUNTERED
011 TEST HOLE # 2
00'Z EL
4"
20'
132"
A LOAMY SAND
10YR 3/2
BW LOAMY SAND
10YR 5/6
C M. F. S.
2.5Y 7/6
98.97 EL
97.63 EL
88.3 EL
MkTER NOT ENCOUNTERED
A LOAMY SAND
10YR 3/2
BW LOAMY SAND
10YR 5/6
.. - 35' FERC 96.33 I I
C M. F. S.
2 5Y 7/6
99.3 EL
98.97 EL
97.97 EL
132" 88.3 EL
WATER NOT ENCOUNTERED
011 TEST HOLE # 2
00'Z EL
4"
20'
132"
A LOAMY SAND
10YR 3/2
BW LOAMY SAND
10YR 5/6
C M. F. S.
2.5Y 7/6
98.97 EL
97.63 EL
88.3 EL
MkTER NOT ENCOUNTERED