HomeMy WebLinkAboutEngineered Plan - Rev. 2016N OTES —
1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR 15.000
TITLE 5 AND THE TOWN OF _YARMOUTH_- RULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
(UNLESS ELSEWHERE NOTED)
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H --j-9 LOADING.
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED
RESTRICTIONS OR ZONING.
6) THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND SEWER
LINE ELEVATIONS PRIOR TO INSTALLATION.
7) SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED
AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL
SPECIFICATIONS WITHIN 5' AND BELOW THE S.A.S.
8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET
LATERALLY BEYOND S.A.S.
9) VERTICAL DATUM ___ ASSUMED______
10) BENCHMARK TOP OF FOUNDATION /EL.=51.50'
11) ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE
MECHANICALLY COMPACTED.
12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET
13) ALL EXISTING UNUSED COMPONENTS SHALL BE PUMPED, REMOVED AND/OR
FILLED WITH CLEAN SAND ACCORDING TO LOCAL REGULATIONS.
14) CONTRACTOR TO VERIFY ALL PLUMBING IN THE BUILDING FLOWS TO
PROPOSED SEPTIC TANK.
15) THIS PROPERTY 1/DOES NOT FALL WITHIN THE WATER RESOURCE AREA.
16) THIS PROPERTY FALLS IN FLOOD ZONE CLASSIFIED "OTHER AREA" AS SHOWN
ON MAP NO. _25001CO579J DATED JULY 16L2014
17)
BR BR LR I Q
BR BTH KIT
BTH
PORCH
FLOOR PLAN
LOT 2
15,492 SQ. FT. t
0.36 ACRES f
531.37 PERIMETER
F\
F
co 45x�1
0
8
4"T42 5(1w
SEE NOTE 13
S.T.#2 /
EL=49.14
2
�0
r'o.,
XBMCBH(FND)
EL=42x45
NO FOUNDATION
UNDER PORCH
1
OBSERVATION HOLE 1
5
OBSERVATION HOLE 2
!$
-
nv��
hN
441
0
COVER TO BE WITHIN
,o
MO
TOP OF FOUNDATION
6" OF FINISHED GRADEP
ELEV. = 48.19 ---
-
ELEV.=-49.19 -----
'�
_ 51.50'
ELEV. - _-' —
CONCRETE
USE CLEAN MEDIUM SAND
ELEV.
DEPTH
HORIZ
TEXT
COLOR
MOTTLING
ELEV.
DEPTH
HORIZ
TEXT.
COLOR
MOTTLING
COVERS
INSPECTION PORT„
BETWEEN, AROUND AND FOR
46.19
0-24
FILL
NONE
46.14
11
0-36
FILL
NONE
„
9 MIN. COVER TYP.
4” SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER
6" ABOVE CHAMBERS
45.52
24-32"
A
LOAMY SAND
10YR3/2
45.14
36-48"
B
LOAMY MED.
10YR5/6
m
3' MAX.
1' MIN.
43.86
32-52
B
LOAMY MED.
7.5Y5/6
36.47
48-152"
C '
SAND
MED/FINE
2.5Y6/4
GA
i�u=itmn ium
49.0
EL.=_--_—
COVER
SAND
SAND
N
LOCUS N�co
-u@u—u�riu a o vu uta per°`
38,1 g
52-120"
C1
MED/FINE
2.5Y6/4
SAND
+
Z
.12
-
37.19
120-132'
C2
LOAMY MED.
10YR5/4
tv
FLOW LINE
46.99
SAND
48.90'
ELEV. _ ----
TANK
ELEV. = 48.29
;.
10„
14"
TANK
ELEV.
_ _ 48.04
—
2 „ MIN.
L EL
==
o==o=
00000===== ====o=====__
0=00=====___
_•
AIN. , „
',
D—BOX
46.84 ELEV. _
46.67
--__
o====
oo=oo
0000000000
0=000000=0 00=oo=oc=o==
•' •
ELEV. 45.66
„
EL.= 37.19
��
NO WATER AT_L
EL.= 36_47
4" CAST IRON PIPE
4'-0'
LIQUID
ELEV. =
;
_
ELEV. _
46.62
_—_— 12 x 32 STONELESS
NO WATER AT -132 _
PERC. AT__--_
_
EL.—__--_
_
PERC. AT 72"__
EL.= 43.E 9 -
LOCATION MAP
(OR EQUAL)
MINIMUM
'•
LEVEL
GAS BAFFLE
DISTRIBUTION
PITCH 1/4"
PER FT.
HIGH CAPACITY INFILTRATOR QUICK
9.19
SOIL
TEST
BOX
4 CHAMBER FIELD
.'
TO BE WATER TESTED
BOTTOM OF TEST HOLE ELEV. = 36Y47
DATE OF SOIL TEST
2/24/16
p
ASSESSORS MAP: 135
H10 STRENGTH
WITNESSED BY PHILIP
RENAUD, HA
PARCEL: 55
HIGH CAPACITY INFILTRATORS
QUICK 4 CHAMBER FIELD
SOIL EVALUATOR
DAN CROTEAU
1500 GALLON
6" STONE ON NATIVE GROUND OR
MECHANICALLY COMPACTED BASE
PERCOLATION RATE
�2 MIN./INCH.
SEPTIC TANK
H10 STRENGTH
SEWAGE
DISPOSAL SYSTEM
PROFILE
PLAN REFERENCE
NOT TO SCALE
j
PL. BK. 2 0 7 PG. 57
N OTES —
1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR 15.000
TITLE 5 AND THE TOWN OF _YARMOUTH_- RULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
(UNLESS ELSEWHERE NOTED)
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H --j-9 LOADING.
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED
RESTRICTIONS OR ZONING.
6) THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND SEWER
LINE ELEVATIONS PRIOR TO INSTALLATION.
7) SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED
AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL
SPECIFICATIONS WITHIN 5' AND BELOW THE S.A.S.
8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET
LATERALLY BEYOND S.A.S.
9) VERTICAL DATUM ___ ASSUMED______
10) BENCHMARK TOP OF FOUNDATION /EL.=51.50'
11) ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE
MECHANICALLY COMPACTED.
12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET
13) ALL EXISTING UNUSED COMPONENTS SHALL BE PUMPED, REMOVED AND/OR
FILLED WITH CLEAN SAND ACCORDING TO LOCAL REGULATIONS.
14) CONTRACTOR TO VERIFY ALL PLUMBING IN THE BUILDING FLOWS TO
PROPOSED SEPTIC TANK.
15) THIS PROPERTY 1/DOES NOT FALL WITHIN THE WATER RESOURCE AREA.
16) THIS PROPERTY FALLS IN FLOOD ZONE CLASSIFIED "OTHER AREA" AS SHOWN
ON MAP NO. _25001CO579J DATED JULY 16L2014
17)
BR BR LR I Q
BR BTH KIT
BTH
PORCH
FLOOR PLAN
LOT 2
15,492 SQ. FT. t
0.36 ACRES f
531.37 PERIMETER
F\
F
co 45x�1
0
8
4"T42 5(1w
SEE NOTE 13
S.T.#2 /
EL=49.14
2
�0
r'o.,
XBMCBH(FND)
EL=42x45
NO FOUNDATION
UNDER PORCH
IM
S.A.S. COMPONENTS
4 ROWS OF 8 INFILTRATOR
CHAMBERS W/END CAPS WITH
CLEAN MEDIUM SAND BETWEEN,
AROUND & FOR 6" ABOVE
DESIGN CALCULATIONS
EXISTING '3 BEDROOM DWELLING
3 x BEDROOMS x 110 GPD/BEDROOM 330— GAL./DAY
TOTAL ESTIMATED FLOW 330GAL./DAY
GARBAGE DISPOSAL UNIT NO
REQUIRED SEPTIC TANK CAPACITY
330 x 2 660 __ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 _ GAL.
LEACHING AREA REQUIREMENTS
330/0.74 GAL/SQ.FT. = 446 S. F.
LEACHING:
AREA -
4 X 32 LF OF CHAMBER X *4.73SF/LF=605 SF
CAPACITY -
605 SF X 0.74 GAL/1 SF= 447 GAL
*PER MASS: DEP CERTIFICATION FOR GENERAL USE
RESERVE LEACHING CAPACITY
100%
SITE PLAN SHOWING PROPOSED
SEPTIC UPGRADE
IN YARMOUTH, MASSACHUSETTS
AS PREPARED FOR
RICHARD & PA TRI CIA B 0 GER T
1 arniouth Health Department
�f1 APPROVED , y
_.._ Date
827 ROUTE 6A
APPROVED: BOARD OF HEALTH
DATE AGENT
1
5
99
!$
0
hN
441
0
,o
MO
IM
S.A.S. COMPONENTS
4 ROWS OF 8 INFILTRATOR
CHAMBERS W/END CAPS WITH
CLEAN MEDIUM SAND BETWEEN,
AROUND & FOR 6" ABOVE
DESIGN CALCULATIONS
EXISTING '3 BEDROOM DWELLING
3 x BEDROOMS x 110 GPD/BEDROOM 330— GAL./DAY
TOTAL ESTIMATED FLOW 330GAL./DAY
GARBAGE DISPOSAL UNIT NO
REQUIRED SEPTIC TANK CAPACITY
330 x 2 660 __ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 _ GAL.
LEACHING AREA REQUIREMENTS
330/0.74 GAL/SQ.FT. = 446 S. F.
LEACHING:
AREA -
4 X 32 LF OF CHAMBER X *4.73SF/LF=605 SF
CAPACITY -
605 SF X 0.74 GAL/1 SF= 447 GAL
*PER MASS: DEP CERTIFICATION FOR GENERAL USE
RESERVE LEACHING CAPACITY
100%
SITE PLAN SHOWING PROPOSED
SEPTIC UPGRADE
IN YARMOUTH, MASSACHUSETTS
AS PREPARED FOR
RICHARD & PA TRI CIA B 0 GER T
1 arniouth Health Department
�f1 APPROVED , y
_.._ Date
827 ROUTE 6A
APPROVED: BOARD OF HEALTH
DATE AGENT