DOA - 10 Railroad Ave - Site PlanN
ACCESS COVERS MUST BE
WITHIN
6. OF FINISH GRADE
\FIRST 2' TO
GENERAL NO TES :
BE LEVEL
100.7
OAS
9- MINIMUM.
3- MAXIMUM COVER
MIN 2- OF PEASTONE
OR FILTER FABRIC
3/4' - 1 I/2- DIA.
DOUBLE WASHED STONE
3 OUTLET 3-500 GAL LEACHING CHAMBERS
D-aox
W/4' STONE AROUND. 12.8'w x 33.5'1 x 2'd
1500 GALV6-
H-20
SEPTIC TANK
H-20 CRUSHED STONE OR
COMPACTED BASE
PROFILE : Nor TO SCALE
VARIANCES REQUIRED:
TOWN OF YARMOUTH SUBSURFACE SEWAGE DISPOSAL REGULATIONS
REGULATION 3.7: LOCATION OF DISPOSAL FACILITIES
!00' IS 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.
L
INVERT EL E VA
T I ONS :
DESIGN CRITERIA:
GENERAL NO TES :
INVERT AT BUILDING:
100.7
DESIGN FLOW:
SOIL TEXTURAL CLASS - I1
INVERT IN SEPTIC TANK:
100.5
3 BEDROOMS AT l!0 G.P.D. PER
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
INVERT OUT SEPTIC TANK:
100.25
BEDROOM EQUALS 330 G.P.D.
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
INVERT IN DIST. BOX:
99.77
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
x-40.4
INVERT OUT DIST, BOX:
99.6
NO GARBAGE GRINDER
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
STANDING 14-20 WHEEL LOADS.
SET. SEE SITE PLAN.
INVERT IN LEACH CHAMBER:
99.4
W/4' STONE
AROUND, A-614 S.F.
SEPTIC TANK REQUIRED:
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
BOTTOM OF LEACH CHAMBER.
97.4
330 G.P.D. X 200% - 660 GAL,
3. ALL CONSTRUCTION METHODS AND MATERIALS AND
ADJUSTED GROUND WATER:
N/A
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
OBSERVED GROUND WATER:
N/A
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOTTOM OF TEST HOLE s3:
84.5
SOIL ABSORPTION SYSTEM REOUIRED:
BOARD OF HEALTH REGULATIONS.
r�
\
\
\
CBLOH FND
0� "MAPLE 36'MAPLE Fg
-----'- 18 NO
/ \r3't, 1 145.60- W / 36'MAPLE r 02.3 0 02.2
l / TP12 #
�! EXISTING BUILDING
l tj / CESSPOOL SOIL REMOVAL \ \ PROPOSED THREE J \
v W BEDROOM DWELLING J /i 1, _D:-- 5 I SEE NOTE 10. _
I1W
36A/41 h , T ::..>
G .:..:.
L O T AREA
G G 9.108+ S.F.010
+/02.3
V
O J-500 GALLON a
\ \ / I_ LEACHING CHAMBERS' w
n_, \ \ ``- /I _ _ _ , • W/4" STONE AROU,/i0
io0.8
GRAVEL DRIVEWAY \® TPa4
ISOO'GALLON \ ', 101..1
+102,r
158.14 2 MAPLE/
6.01 .tV /y0 --_
\ 1 �� / +/0,1.4 / STK/TCRfN6
l
--_-_ -- __STK/TCK FND
--
\CBlOH FND
-Iaa-------1 // / / _--- i ,
/ / l EW 2
LOCUS MAP
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 -1N 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 AND/OR
LOAM AND SEED WEATHER PERMITTING.
0 /0 20 40
L EGEND
0 CB
DESIGN PERC RATE < 15 MIN/INCH
-W-
WA TER LINE
O
HYDRANT
SOIL TEXTURAL CLASS - I1
GAS LINE
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
OVER HEAD WIRES
V
EFFLUENT LOADING RATE - 0.56 GPD/SF
-E-
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
-T-
UNDERGROUND TELEPHONE LINE
330 GPD / 0.56 GPD/SF - 590 S.F. REQUIRED
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
x-40.4
SPOT ELEVATION
..---40--•---_
EXISTING CONTOUR
40
STANDING 14-20 WHEEL LOADS.
PROVIDED: 3-500 GAL LEACHING CHAMBERS
W/4' STONE
AROUND, A-614 S.F.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
614 S.F. x
0.56 - 343 G.P.D.
APPROVED EQUAL.
SOIL
TEST
PI T DA TA &
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
INDICATES
INDICATES
PERCOLATION
OBSERVED
TESTED FOR LEVEL WHEN THERE lS MORE THAN ONE
TEST
GROUNDWATER
OUTLET.
TP +I
rP 02
7. BEFORE CONSTRUCTION CALL -DIG-SAFE-.
0. HORIZON
TEXTURE
COLOR 10/.8
0" HORIZON TEXTURE COLOR
10118
1 -888 -DIC -SAFE AND THE LOCAL WATER DEPT.
FILL
A SANDY IOYR LOAM 2/2
FOR LOCATION OF UNDERGROUND UTILITIES.
5_ _ _ _ _
_ _ _ _ _ _
_ _ _ _ _ 101.4
15- _ - _ _ _ _ _ _ _ _ _ _ _ _ _
100.6
A
SANDY
/ora
B SANDY IOYR
6. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
LOAM
2/2
LOAM 4/6
!8' -- - -
- - - - - -
- - - -- 100.3
J2' - - - - - - - - - - - - - --
99.1
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
B
GAMY
4/BR
C I
OF THE SYSTEM TO ALLOW FOR SCHEDUL 1 NG OF THE
LOAM AND 5/4R
30' - - - -
- - - - - -
- - - - - 99.3
STONES
CONSTRUCTION INSPECTIONS.
C I
SANDY
IOYR
FIRM IN
LOAM AND
5/4
PLACE
STONES
9. EXISTING CESSPOOL TO BE PUMPED DRY, REMOVED
FIRM 1N
AND BACKFILLED WITH SAND.
PLACE
/O. ALL UNSUITABLE MATERIAL !A A B HORIZONS, Cl)
NO WATER
NO WATER
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
12
91.8
IJ2.
90.8
FACI L 1 TY TO BE REMOVED FOR A DISTANCE OF 5'
DATE: SEPTEMBER
19. 2013
TP .3
TP •4
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE S.
_HORIZON
0"
TEXTURE
COLOR /OI.S
HORIZON TEXTURE COLOR
O"
/O 1.5
SANDY
IDYR
SANDY IOYR
A
'4
LOAM
212
LOAM 2/2
ll. NO DETERMINATION HAS BEEN MADE AS TO
15" ---------------
100.3
15 ---------------
IOO.J
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
B
SANDY
IDYR
B SANDY 10YR
REGULATIONS. 1T SHALL REMAIN THE CLIENTS
LOAM
4/6
LOAM 4/6
36' - - - -
- - - - - -
- - - -- 98.5
36' - - - - - - - - - - - - - --
98.5
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
Cl
SANDY LOAM IOYA
SANDY LOAM IOYR
CI
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
AND STONES 5/4
AND STONES 5/4
FIRM IN PLACE 93.5
FIRM IN PLACE
95.0
_ - - -96"
RTI(
SOUTH
RTlj . _ , _ - ' - SOUTH
132 90C2
96 9SC2
SANDY LOAM IDYR
SANDY LOAM IOYR�
AND COBBLES 5/4
AND COBBLES 5/4
LOOSE
f06' LOOSE
N "vit
2
NO WATER
84.5
144' NO WA TER
89.5
x N3 k
& _.
L EGEND
0 CB
CONCRETE BOUND
-W-
WA TER LINE
O
HYDRANT
_G-
GAS LINE
- OHW-
OVER HEAD WIRES
V
LIGHT POST
-E-
UNDERGROUND ELECTRIC LINE
-T-
UNDERGROUND TELEPHONE LINE
- CTV-
UNDERGROUND CABLEV/SION LINE
x-40.4
SPOT ELEVATION
..---40--•---_
EXISTING CONTOUR
40
PROPOSED CONTOUR
DATE: NOVEMBER 12. 2013
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: C 15 MIN/INCH
S l TE PLAN OF LAND
/0 RAILROAD AVENUE. MAP 112. PARCEL 34
YARMOUTHPOR T . MA.
P R E P A R E D F O R:
TODD P ERR Y
9 MOODY ROAD. HARW I CHPORT . MA 02646
SCALE: I 20' DECEMBER 9. 2013
STEPHEN A_ HAAS
ENGINEERING, I N C
Nlzmm
923 Route 6A
In Yormouthport MA. 02675
/ ( 508 ) 362-8132
JOB NO: 13-091