HomeMy WebLinkAboutEngineered Plan - Rev. 2016SEE NOTE (4)
B M @ T.O.F 103.16
COVER TO WITHIN 6"
OF FINISHED GRADE -
102.65 F.G.
1.2514" TEE AND i
100.83 GAS B AFFLE
1500 GALLON H-10
SEPTIC TANK
LOC US
ZQ.
O
oP
0
ROGERS AVE
w
a
M
D-
U-1
O 0
M O
Z*Z Of
101.99
100.58
100.41
EDG OF FOUNDATION
102
1p2
< 102
ockode Fence 01.61 -
S 89' 55'00" E
EDGE OF 5' OVERDIG 66'18 LINER
101.34X
a I
v i
,.L
'Q'
0'
99.53 EL
0
m
U)
181N
1:53
z
I
�
99.54 EL
N
1
i
e._
i
v
O 01.47
Iclicl
.p
#11
101.16
1 1.f
Ui
TOF=103.16
7,156+/-
Map 33
S
N rn
3
(Assumed)
0
t
ENCOUNTERED
120"
-
90.7 EL
120"
I
I
-
101.
�
1
161N 0
01. 1101 91
PUMP OUT AND
FILL IN TANK
101.87
ow
102.13
02.23
I
I
II
an
I
N
10 .17
Conc.
Patio
ID -BOX
6" STONE OR
COMPACTED BASE
x
101.53
T 01.79
HSE
6 1100.50
101.34
SEPTIC SYSTEM PROFILE
PIPE TO BE LEVEL
FOR 2' OUT OF D -BOX
00.24
99.99
100.2
Ql
m
U
J
FINISH OR
47'L X 9.5'W X .5'D
TION PORT
GEO CLOTH 100.7 EL TOP OF LINER 101.0 EL
100.0 .040 MIL. LINER � BOTTOM OF LINER 99.0 EL
.BOTTOM
EL 99.5
5.0'
ADJ. WATER Y
ZONE A WELL MIW-29 - g5.5 EL
2.8' REQUIRED MINUS 1' PER BOH. 11.8'
WATER 92.7 EL
2.0'
BOTTOM OF90.7 EL
#2 TEST HOLE
1
2>-4>,
pf100.o0
39.85
lBenchmark set
Mag nail set
O EI: 100.00 (Assumed)
Garge
w
99.46
Irl
W
D
M
8 ASIN
® 99.33
101.59 O
101.50 101.95 O
100.10
S_tG
cokde` 10/ 00.57 100.22
Fence �0 HYD UP 958-2
100.90 65.00' 100.26
N 82' 57'15" IN
101.13
Scale: 1"=20'
END VIEW
4'-10"
,GEO CLOTH
4" PERF. PIPE
10"
6" OF STONE
UNDER PIPE
FLOOR PLAN
0
remit valid for REPAIR OF SEI"1'1(' SYSTEM
ONLV.; . jlue to State and Local septic variances.
Board. 01A I C" alth review and approval is required for
any;, full re. additions/renovations/alterations to
sewage facilities and/or_sfructures/d"elling.
Yarmouth Ifealt.h Department
t PPROV 14:IV S
a Date
U
eg
TEST HOLE LOG
DATE: 10/26/16
TEST BY: MIKE O'LOUGHLIN
WITNESS: AMY VON HONE
PERC RATE: < 2 MIN
TEST HOLE # 1 TEST HOLE # 2
101.04 EL n" 100.7 EL
12"
FILL
1430
'Q'
A LOAMY SAND
99.53 EL
16"
m
99.71 EL
181N
OAK -
18"
10YR 6/1
99.54 EL
0
B W LOAMY SAND
96.96 EL
32"
10Y 5/8
#11
Lot 6
'
O -a
TOF=103.16
7,156+/-
Map 33
S
N rn
3
(Assumed)
Parcel 98:3
ENCOUNTERED
120"
-
90.7 EL
120"
92.7 EL
-
Garge
w
99.46
Irl
W
D
M
8 ASIN
® 99.33
101.59 O
101.50 101.95 O
100.10
S_tG
cokde` 10/ 00.57 100.22
Fence �0 HYD UP 958-2
100.90 65.00' 100.26
N 82' 57'15" IN
101.13
Scale: 1"=20'
END VIEW
4'-10"
,GEO CLOTH
4" PERF. PIPE
10"
6" OF STONE
UNDER PIPE
FLOOR PLAN
0
remit valid for REPAIR OF SEI"1'1(' SYSTEM
ONLV.; . jlue to State and Local septic variances.
Board. 01A I C" alth review and approval is required for
any;, full re. additions/renovations/alterations to
sewage facilities and/or_sfructures/d"elling.
Yarmouth Ifealt.h Department
t PPROV 14:IV S
a Date
U
eg
TEST HOLE LOG
DATE: 10/26/16
TEST BY: MIKE O'LOUGHLIN
WITNESS: AMY VON HONE
PERC RATE: < 2 MIN
TEST HOLE # 1 TEST HOLE # 2
101.04 EL n" 100.7 EL
12"
FILL
100.04 EI
14"
A LOAMY SAND
99.53 EL
16"
10YR 3/1
99.71 EL
E FINE SAND
18"
10YR 6/1
99.54 EL
45"
B W LOAMY SAND
96.96 EL
32"
10Y 5/8
98.04 EL
C MEDIUM SAND
2.5Y 6/6
WATER
ENCOUNTERED
120"
100" AT
90.7 EL
120"
92.7 EL
91.04 EL
BOTTOM OF PERK 44"
PRESOAK 4:52 MIN. < 2"
6"
FILL
100.2 EL
14"
E FINE SAND
99.53 EL
10Y 6/1
LOAMY SAND
BW 10Y 5/8
45"
96.96 EL
C FINE MEDIUM SAND
2.5Y 6/4
WATER
ENCOUNTERED
96" AT 92.7
120"
EL
90.7 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
BE 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: 1500 GALLON H-10 MONO SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -6 H-20
SOIL ABSORPTION SYSTEM:
USE: (1) LEACHING FEILD 9.5' X 47' X .5' WITH DOUBLE
WASHED STONE AND 4" SC H 40 PERFORATED PIPE.
BOTTOM AREA:. 9.5' X 47' X 0.74 = 330.41 GPD
TOTAL AREA: 9.5' X 47' = 446.5 SOFT
TOTAL AREA REQUIRED: 445.95 SQFT
NOTE
1. PUMPOUT AND FILL IN SEPTIC TANK, AND PUMPOUT AND REMOVE
(2) EXISTING LEACHING PITS AND ALL CONTAMINATED SOILS.
2. A 5' REMOVAL IS REQUIRED TO REMOVE THE A AND B LAYER
3. A 35' - 40 MILLINER INSTALLED ON THE NORTH AND NORTHWEST
SIDE OF THE OVERDIG FROM ELEVATION 99.0 TO 101.0
4. EXISTING 4" SEPTIC PIPE AT FOUNDATION MUST BE RAISED .AND
REPLUMBED WITH A PERMIT BY A LICENSE PLUMBER.
VARIANCES FROM CMR
1. 15.211: TO ALLOW SEPTIC TANK TO BE 7'-10" FROM FOUNDATION.
2. 15.211: TO ALLOW SEPTIC TANK TO BE 6' FROM PROPERTY LINE.
3. 15.211: TO ALLOW SAS TO BE 15' FROM FOUNDATION AND 8'-6"
FROM PREPORTY LINE.
HEALTH AGENT APPROVAL
DATE