DOA - 10 Railroad Ave - Site Plan002ACCESS COVERS MUST BE WI
6' OF FINISH GRADE
\FIRST 2' TO
BE LEVEL?
9" MINIMUM.
3- MAXIMUM COVER
MIN 2' OF PEASTONE
OR FILTER FABRIC
314' - 1. 112' DIA.
DOUBLE WASHED STONE
+� F 1� �jf � 99.4 ill V ffl Iro:Ply/.w --
BAFFLE
3 OUTLET 3-500 GAL LEACHING CHAMBERS
D -BOX WI4' STONE AROUND. 12.8'■ x 33.5'1 x 2'd
1500 GAL H-20
SEPTIC TANK
H-20 6' CRUSHED STONE OR
COMPACTED BASE
PROFILE : Nor 7-0 SCALE
i
CBVDH FND
VARIANCES REQUIRED:
TOWN OF YARMOUTH SUBSURFACE SEWAGE DISPOSAL REGULATIONS
REGULATION 3.7: LOCATION OF DISPOSAL FACILITIES
100' 15 REQUIRED BETWEEN THE SAS AND A WETLAND. 94" IS PROVIDED TO THE
PRIMARY SAS. A 6' VARIANCE IS REQUESTED. 83' IS PROVIDED TO THE RESERVE
AREA. A 17' VARIANCE IS REQUESTED.
pr
i
+ 102. 6
r1 e7
�
/
,a nur
36"MAPLE
4R0'.
/ - - - -
• - - _ _ _ _ _ _ .S 86_02-'
DESIGN CRITERIA:
INVERT AT BUILDING:
.
100.7
DESIGN FLOW:
145.60'
TANK.,
--
3 BEDROOMS AT //0 G.P.O. PER
INVERT OUT SEPTI
TANK:
100.25
BEDROOM EQUALS 330 G.P.D.
INVERT IN DIST.
OX:
/
P-071
102.3
�p
`.+102.2
NO GARBAGE GRINDER
INVERT IN LEACH CHAMBER.
SOIL
99.4
INDICATES INDICATES
SEPTIC TANK REQUIRED:
BOTTOM OF LEACH
AMBER:
02
330 G.P.D. X 20OX - 660 GAL.
ADJUSTED GROUNDWATER-
EXISTING BUILDING
NIA
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
'
\\\
LIPROPOSED
THREE
/r _
"...
O L
' SOIL REMOVAL
,
TEXTURE
S W
BEDROOM DWELLING
-
5 .f
SEE NOTE !O.
a3:
84.5
SOIL ABSORPTION SYSTEM REQUIRED:
Q
y
N
:;� L D T
AREA N
LOAM 2/2
5_
__________
_____
9.108- S.F. o
___-_ _ _ _ __ _ __ __
+102 3
100.6
A
SANDY
D -BO
\ \
(�p
fTPs7
/ \ `• GRAVEL DRIVEWAY \ Q
\\ i' 500'GALIAON \
SEPTAL TANK
,
n I 3-500 GALLON .o LEACHING CANB
STONE
W/4
+100 8 nl
s4 iii•••LLL\\\ /
/58.14 2NAPLE// ---- --
\ l 1 +
1W.4
CONSERVATION NO TES :
I. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT
FENCE AS REQUIRED BY THE CONSERVATION COMMISSION,
THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS_
STAKED. DUG -IN FABRIC SILT FENCE, THE FENCE SHALL
REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY, PROVIDE ALTERNATE SILT FENCE
SUCH AS STAKED STRAWBALES IF NEEDED AS DIRECTED BY THE
CONSERVATION COMMISSION.
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
WETLAND SIDE OF THE WORK LIMIT.
3. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH ANDIOR
LOAM AND SEED WEATHER PERMITTING.
O�
U
STK/TCKj-ND / -------
CONSERVATION
/
L ECEND
® CB
CONCRETE BOUND
-W-
INVERT ELEVA
9
TI ONS:
DESIGN CRITERIA:
INVERT AT BUILDING:
OHW-
100.7
DESIGN FLOW:
INVERT IN SEPTIC
TANK.,
100.5
3 BEDROOMS AT //0 G.P.O. PER
INVERT OUT SEPTI
TANK:
100.25
BEDROOM EQUALS 330 G.P.D.
INVERT IN DIST.
OX:
99.77
P-071
INVERT OUT DIST.
BOX:
99.6
NO GARBAGE GRINDER
INVERT IN LEACH CHAMBER.
SOIL
99.4
INDICATES INDICATES
SEPTIC TANK REQUIRED:
BOTTOM OF LEACH
AMBER:
97.4
330 G.P.D. X 20OX - 660 GAL.
ADJUSTED GROUNDWATER-
NIA
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
TEST GROUNDWATER
TP sl
OBSERVED GROUND WIIATER:
NIA
TEXTURE
COLOR 101.8 0' IR)RIZON TEXTURE COLOR
FILL
BOTTOM OF TEST HOLE
a3:
84.5
SOIL ABSORPTION SYSTEM REQUIRED:
O�
U
STK/TCKj-ND / -------
CONSERVATION
/
L ECEND
® CB
CONCRETE BOUND
-W-
WA TER LINE
9
HYDRANT
-G-
GAS LINE
OHW-
OVER HEAD WIRE,'
#
L16HT POST
--E-
UNDERGROUND ELI
-T-
UNDERGROUND TEI
- CTV-
UNDERGROUND CAr
-1-40.4
SPOT ELEVATION
........ 40--_
EXISTING CONTO�
P-071
PROPOSED CONTOi
GENERAL NOTES:
1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -80X SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL -DIG-SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS.
9. EXISTING CESSPOOL TO BE PUMPED DRY. REMOVED
AND BACKFILLED WITH SAND.
l0. ALL UNSUITABLE MATERIAL (A Q 8 HORIZONS. Cl)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
1l. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS, IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
S / TE PLAN OF LAND
!0 RAILROAD AVENUE. MAP 112- PARCEL 34
YARMOUTHPOR T . MA.
PREPARED FOR:
TODD PERRY
9 MOODY ROAD. HARW I CHPOR7- . MA 02546
SCALE: 1 20 DECEMBER 9 2013
STEPHEN A. HAAS
rRIC LINE ENGINEERING, I NC
PHONE LINE
-� 923 Route 6A
�VISIONLINE /�j/�0�j'1111� J \ YarmouthP�508)M362086132
JOB NO: 13-091
DESIGN PERC RATE ( 15 MINIINCH
SOIL TEXTURAL CLASS - 11
EFFLUENT LOADING RATE - 0.56 GPDISF
330 GPD / 0.56 GPDISF - 590 S.F. REQUIRED
PROVIDED: 3-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A-614 S.F.
614 S.F. X 0.56 - 343 G.P.D.
SOIL
TEST PIT DA TA
INDICATES INDICATES
PERCOLATION = OBSERVED
TEST GROUNDWATER
TP sl
TP .2
0. HORIZON
TEXTURE
COLOR 101.8 0' IR)RIZON TEXTURE COLOR
FILL
A SANDY IOYR
LOAM 2/2
5_
__________
_____
101.4 15'
___-_ _ _ _ __ _ __ __
100.6
A
SANDY
IOYR
SANDY IOYR
B
LOAM
2/2
LOAN 4/6
(B------------------
100.3 32
_ _ _ _ - - _ _ _ _ _ _ _ _ _
99.1
B
SANDY
R
C l SANDY R
LOAM
4/6
LOAM AND 514
30'
- - - -
- - - - - -
- - - --
99.3
STONES
C /
SANDY
IOYR
FIRM 1N
LOAM AND
5/4
PLACE
STONES
FIRM IN
PLACE
(2
NO WATER
91.8 !32'
NO WATER
90.8
DATE: SEPTEMBER 19. 2013
TP •3
TP .4
p• NOR IZON
TEXTURE
COLOR /Ol.S O'
HORIZON TEXTURE COLOR -
107.5
A
SANDY
10YR
SANDY IOYR
A
LOAM
2/2
LOAM 2/2
15'
- - - -
- - -- - --
-- - -
100.3 15'
-- _ _----_--_-- -
100.3
B
SANDY
IOYR
B SANDY IOYR
LOAM
4/6LOAM
4/6
36'
- - - -
- - - - - -
- - - - -
98.5 36'
_ - - - - _ -
98.5
C 1
SANDY LOAM IOYR
C I SANDY LOAM IOYR
AND STONES 5/4
AND STONES 5/4
FIRM IN
PLACE
93.5
FIRM IN PLACE_
95.0
- • ' -96'
- - ' 78'
' - '
SOUTH
" � SOUTH
OR TH .
- '
ORTII _ - '
132
90.65,2
96
93
SANDY LOAM
LOOMS IOYR
C2
AND COBBLES 5/4
AND COBBLES 514
LOOSE
106'
LOOSE
204.
NO WATER
84.5 144'
NO WATER
89.5
FND
DATE- NOVEMBER 12. 2013
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VOAfiOA
_
PERC RATE: ( 15 MIN/INCH
_
I
GENERAL NOTES:
1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -80X SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL -DIG-SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS.
9. EXISTING CESSPOOL TO BE PUMPED DRY. REMOVED
AND BACKFILLED WITH SAND.
l0. ALL UNSUITABLE MATERIAL (A Q 8 HORIZONS. Cl)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
1l. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS, IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
S / TE PLAN OF LAND
!0 RAILROAD AVENUE. MAP 112- PARCEL 34
YARMOUTHPOR T . MA.
PREPARED FOR:
TODD PERRY
9 MOODY ROAD. HARW I CHPOR7- . MA 02546
SCALE: 1 20 DECEMBER 9 2013
STEPHEN A. HAAS
rRIC LINE ENGINEERING, I NC
PHONE LINE
-� 923 Route 6A
�VISIONLINE /�j/�0�j'1111� J \ YarmouthP�508)M362086132
JOB NO: 13-091