HomeMy WebLinkAbout123.117 - Site Plan{
R
ACCESS COVERS MUST BE WITHIN 9' MINIMUM,
6" OF FINISH GRADE 3' MAXIMUM COVER
102.0 FIRST 2' TO
BE LEVEL MIN 2' OF PEASTONE
OR FILTER FABRIC
2:�11�Pt
3/4' - ! 1/2" DDA.
99.0 98.5 97.5 2' s' DOUBLE WASHED STONE
98.75 ` GAS
97,67
BAFFLE
3 OUTLET 2-500 GAL LEACHING CHAMBERS
D -BOX
W/4' STONE AROUND. 12.8'xx 33'1 x 2'd
1500 GAL
SEPTIC TANK 6" CRUSHED STONE OR
COMPACTED BASE
PROF 1 L E: NOT TO SCALE
INVERT
r
TP #t
INVERT AT
4
y
INVERT /N
SEPTIC TANK:
98.75
INVERT OUT
SEPTIC TANK:
98.5
INVERT IN
DIST. BOX:
64
INVERT OUT DIST. BOX:
97.5
INVERT IN
LEACH CHAMBER:
97.4
BOTTOM OF
LEACH CHAMBER:
95.4
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WATER:
f
V �
TEST HOLE +2:
90.1
O
ORGANIC
O
LOCUS
MAP
{
R
ACCESS COVERS MUST BE WITHIN 9' MINIMUM,
6" OF FINISH GRADE 3' MAXIMUM COVER
102.0 FIRST 2' TO
BE LEVEL MIN 2' OF PEASTONE
OR FILTER FABRIC
2:�11�Pt
3/4' - ! 1/2" DDA.
99.0 98.5 97.5 2' s' DOUBLE WASHED STONE
98.75 ` GAS
97,67
BAFFLE
3 OUTLET 2-500 GAL LEACHING CHAMBERS
D -BOX
W/4' STONE AROUND. 12.8'xx 33'1 x 2'd
1500 GAL
SEPTIC TANK 6" CRUSHED STONE OR
COMPACTED BASE
PROF 1 L E: NOT TO SCALE
INVERT
ELEVATIONS
TP #t
INVERT AT
BUILDING:
99.0
INVERT /N
SEPTIC TANK:
98.75
INVERT OUT
SEPTIC TANK:
98.5
INVERT IN
DIST. BOX:
97.67
INVERT OUT DIST. BOX:
97.5
INVERT IN
LEACH CHAMBER:
97.4
BOTTOM OF
LEACH CHAMBER:
95.4
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WATER:
N/A
BOTTOM OF
TEST HOLE +2:
90.1
DES l GN CR 1 TER 14:
DESIGN FLOW:
4 BEDROOMS AT 110 G.P.D. PER
BEDROOM FOUALS 440 G.P.D.
GARB/'"- TINDER
SEPTIC Tar... REQUIRED:
440 G.P.D. X 200V - 880 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
S('IL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 M/N/INCH
SOIL TEXTURAL CLASS - 1
EFFLUENT LOADING RATE - 0.74 GPD7SF
440 GPD / 0.74 GPD/SF - 595 S.F. REOUJRED
PROVIDED: 2-500 GAL LEACHING CHAMBERS
W74' STONE AROUND. A-606 S.F.
606 S.F. x 0.74 - 448 G.P.D.
SOIL TEST PIT DA TA
INDICATES �_ INDICATES
PERCOLATION - OBSERVED
TEST GROUNDWATER
3•:� •.H o1 4;
r M1ta. 9,y,"
C.
FRh�YF,
i'
FILE COPS'
GENERAL NOTES:
I. 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 4' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EOUAL.
6. SEPTIC TANK AND D -BOX 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. 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.
9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
omouth Health Depa
APPROVED
,5 / T E P L A /V O/=- L A /\/ 0
/ FOR TU/VE ROAD . MAP / -:710. PARCEL
YAR"0UTHPOR T, "A ,
^PREPARAED F/OR
H _ A A , ✓ 0
LEGEND
TP #t
TP R2
02639
[?CB
CONCRETE BOUND
HORIZON
TEXTURE
COLOR
WATER LINE
SCAL E : / - 20
TEXTURE
COLOR
O
HYDRANT
0"
-G-
101.6
0'..WIR1ZON
I NC
1 NC
/00.1
OVER HEAD WIRES
O
ORGANIC
O
LIGHT POST
I•,
i
ORGANIC
-E-
UNDERGROUND ELECTRIC LINE'
�y
4-
._...._..
___.. .......
._
101.3
2'
.......__ ............._.._............
-CTV-
UNDERGROUND CABLEVISION L INE
99.9
( 508 )
432-5333
A
LOAMY
IOYP,
A
LOAMY
IOYR
SAND
312
SAND
372
l0'
__..._.._....._...___
_..._...
100.8
12'
...._.._._..__........._...........
99.1
B
LOAMY
IOYR
B
LOAMY
IOYR
SAND
578
SAND
578
24
_._......._
99.6
32
___...........
.. .. .............
97.4
Cl
FINE -MED
IOYR
Cl
FINE -MED
IOYR
SAND
6/4
SAND
6/4
44'
48"
.....__.. ........................._._
96.1
60'
.....................
..._..__....
96.6
n -.MEDIUM
IOYR
SAND
773
C2
MEDIUM
IOYR
SAND
7/3
- �p
120"
NO WATER
9/ 6
Off,
NO WATER
90.1
DATE:
JANUARY
3. 2006
TEST
BY: STEPHEN h.44S
WITNESSED BY:
AMY VONHONE
PERC
RATE: (
4 MIN/INCH
3•:� •.H o1 4;
r M1ta. 9,y,"
C.
FRh�YF,
i'
FILE COPS'
GENERAL NOTES:
I. 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 4' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EOUAL.
6. SEPTIC TANK AND D -BOX 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. 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.
9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
omouth Health Depa
APPROVED
,5 / T E P L A /V O/=- L A /\/ 0
/ FOR TU/VE ROAD . MAP / -:710. PARCEL
YAR"0UTHPOR T, "A ,
^PREPARAED F/OR
H _ A A , ✓ 0
LEGEND
P. O BOX 76.5 DEN/V / SPOR T. MA
02639
[?CB
CONCRETE BOUND
-W-
WATER LINE
SCAL E : / - 20
DECEMBER /
S . 2008
O
HYDRANT
-G-
G45 LINE
E -ACL_ E SUFRVEY
I NC
1 NC
- OHW-
OVER HEAD WIRES
O
LIGHT POST
923
Rou t a 6A
-E-
UNDERGROUND ELECTRIC LINE'
�y
Yo rmo u t h p o r t .
MA . .02675
-T-
UNDERGROUND TEL EPHONf L I NF
//�i� i��j 1
gogz�--k
( 5 0 8)
362-81,32
-CTV-
UNDERGROUND CABLEVISION L INE
( 508 )
432-5333
+ 40.4
SPOT ELEVATION
_
_40- -
EXISTING CONTOUR
P-?Tr
CONTOUR ..
0 /0`..."-,20. .._.__.-40 'B NO: 06-141
FIELD:CFW/EEK J CALC: SAH/CFW I CHECK: CFW
DRN: SAN f
FILE COPY
11
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