HomeMy WebLinkAboutApp# 12-A122Front Elevation - 1/411
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Right Elevation - 1/4" = 1'
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Rear Elevation - 1/4" = 1'
Left Elevation - 1/411 = 1'
z DATE OF
FINAL
O F ISSUE
W 0 10/17/12
Lu
Q
Q DATE PRINTED
= 10/17/2012
SCALE
Lu UNLESS
z OTHERWISE
Q L' NOTED
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1/4 - 1'
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LOCUS MAP
ACCESS COVERS MUST BE WITHIN
6' OF FINISH GRADE
FIRST 2' TO /
BE LEVEL
GAS
9' MINIMUM.
INVERT ELEVATIONS:
97.3
DESIGN
CRITERIA:
3' MAXIMUM COVER
INVERT AT BUILDING:
98.5
DESIGN FLOW:
MIN 2' OF PEASTONE
INVERT IN SEPTIC TANK:
98.0
3 BEDROOMS AT
110 G.P.O. PER
OR FILTER FABRIC
INVERT OUT SEPTIC TANK:
97.75
BEDROOM EQUALS
330 G.P.D.
3/4' - 1 1/2' DIA.
INVERT IN DIST. BOX:
97.57
GAL.
DOUBLE WASHED STONE
INVERT OUT DIST. BOX:
97.4
VO GARBAGE GRINDER
3 OUTLET 2-500 GAL LEACHING CHAM8ERS
D -BOX W/4' STONE AROUND. 12.8'w x 25'1 x 2'd
1500 GAL
SEPTIC TANK 6" CRUSHED STONE OR
COMPACTED BASE
PRf /� /Yr - I / F ' Al/17- T/1 C, -AI C
/ -_97.6
i
7
/
3. 6/
/
.s'peD
J'
J
1103.7
J '
4 / '
i 20
-- W4TER EASEMENT
GENERAL NOTES:
/. 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
HOARD 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 W1TH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
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 /S MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
I -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. ALL UNSUITABLE MATERIAL IA. B 6 SILT LOAM!
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.
10. 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.
/I. 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.
17 79.6
C2 MEOI UM
SAND
NO WATER 85.6 21'- NO WATER 75.6
DATE: MAY 9. 2012
TEST BY: SWEE7SER ENGINEERING
WITNESSED BY: AMY VONHONE
PERC RATE: ( 2 MIN/INCH
dZ, t J Z.
E)EIrAARET Jk
pC
a 44.1/a 9
_ _ q
NT 18� W u j=
EASEM Io /a� z`^" 2 7 20i� ^ �7
ESE ID
oLn
----1,o--- S I T E PLAN O F L .4 N D
,J
CB/DH`FQ'D
> \
C�l N\ 1` 40 KETdCOMSET7 CI RCLE. MAP 125. PARCEL 47
u YARMOUTHPOR T MA
x
3 PREPARED FOR
L EGENDM R & M R S RONALD S T E/ H E R
0
- CB CONCRETE BOUND
-W- WATER LINE 5 0 9 R E X BL VD E" L M 1--! U R S T. l L 6 0/ 2E>
�d O HYDRANT SCALE: 1 " - 20 OCTOBER 1 0 20 12
-G- GAS LINE
- OHW-- OVER HEAD WIRES STEPHEN A . HAAS
S2 .01 00-W a LIGHT POST _ E N G I N E E R I N G, I N C
T50� --f- UNDERGROUND ELECTRIC LINE
_T_ UNDERGROUND TELEPHONE LINE i `+ 923 R out a 6A
- CTV- UNDERGROUND CABLEVISION LINE // ��� I ���� Yo r mo u t h p o r t MA 0 2 6 7 6
+40.4 SPOT ELEVATION ( 508 ) 362-8 1 32
_..-40 ....... EXISTING CONTOUR V1 ( 608 ) 367-1 69 1m� r
[TO] PROPOSED CONTOUR
0 10 20 40 JOB NO: 12-131
INVERT IN LEACH CHAMBER:
97.3
REQUIRED:
SEPTICADJUSTED
BOTTOM OF LEACH
CHAMBER:
95.3
X
330 G.P..D.D. - 660
GAL.
GROUND
WATER:
89.5
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
OBSERVED GROUND
WATER:
87.7
BOTTOM OF TEST HOLE n3:
85.6
SOIL ABSORPTION SYSTEM REQUIRED:
ADJUSTED
INDEX WELL SOW 252. ZONE 8
DESIGN PERC RATE C 5 MIN/INCH
- GROUNDWATER. EL •89.5
L_
APRIL 2012 READING
-47.1 '.
ADJ-1.8'
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE -
0.74 GPD/SF
OBSERVED
330 GPD / 0.74 GPD/SF -
446 S.F. REOUIRED
- GROUNDWATER. EL -87.7
?ROVIDED: 2-500 GAL LEACHING CHAMBERS
V/4' STONE AROUND, A-471
S.F.
471 S.F. x 0.74 - 348 G.P.D.
SOIL
TEST
PIT DA TA
INDICATES
V_ INDICATES
PERCOLATION
OBSERVED
TEST
GROUNDWATER
TP #I
TP #2
HORIZON
TEXTURE
COLOR
HORIZON TEXTURE
COLOR
0.
97.7
0"
99.7
A
LOAMY
IOYR
A LOAMY
IOYR
SAND
4/1
SAND
4/1
8'
-------------------
97.0
7'
-------------------
99.1
8
LOAMY
IOYR
B LOAMY
IDYR
SAND
7/6
SAND
7/6
28'
-------------------
95.4
29'
-------------------
97.3
C /
LOAMY
IOYR
C I LOAMY
IOYR
SAND
7/4
SAND
7/4
64"
--------------------
92.4
64'
--------------------
94.4
C2
SILT
IOYR
C2 SILT
IOYR
LOAM
7/1
LOAM
7/1
120-"-
-_----------------
87.7
120"
-------------------
89.7
C3 COARSE
C3
COARSE
l4'J
SAND
SAND
-
87.7
"C4 SILT
LOAM
204 '
80.7
192 "
83.7
TP s3
TP 04
0. HORIZON
TEXTURE
COLOR
100.6
0' HORIZON TEXTURE
COLOR
96.6
A
LOAMY
IOYR
A LOAMY
IOYR
SAND
4/1
SAND
4/1
6'
-------------------
f00.1
7'
------------ •--•---
96.0
D
U
LOAMY
IOYR
p LOAMY
U
IOYR
SAND
7/6
SAND
7/6
28'
-------------------
98.3
33'
------------
-----93.9
C If
SILT
IOYR
C l SILT
IOYR
LOAM
7/4
LOAM
7/4
120
...................
90.6
C2
COARSE
SAND
GENERAL NOTES:
/. 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
HOARD 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 W1TH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
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 /S MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
I -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. ALL UNSUITABLE MATERIAL IA. B 6 SILT LOAM!
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.
10. 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.
/I. 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.
17 79.6
C2 MEOI UM
SAND
NO WATER 85.6 21'- NO WATER 75.6
DATE: MAY 9. 2012
TEST BY: SWEE7SER ENGINEERING
WITNESSED BY: AMY VONHONE
PERC RATE: ( 2 MIN/INCH
dZ, t J Z.
E)EIrAARET Jk
pC
a 44.1/a 9
_ _ q
NT 18� W u j=
EASEM Io /a� z`^" 2 7 20i� ^ �7
ESE ID
oLn
----1,o--- S I T E PLAN O F L .4 N D
,J
CB/DH`FQ'D
> \
C�l N\ 1` 40 KETdCOMSET7 CI RCLE. MAP 125. PARCEL 47
u YARMOUTHPOR T MA
x
3 PREPARED FOR
L EGENDM R & M R S RONALD S T E/ H E R
0
- CB CONCRETE BOUND
-W- WATER LINE 5 0 9 R E X BL VD E" L M 1--! U R S T. l L 6 0/ 2E>
�d O HYDRANT SCALE: 1 " - 20 OCTOBER 1 0 20 12
-G- GAS LINE
- OHW-- OVER HEAD WIRES STEPHEN A . HAAS
S2 .01 00-W a LIGHT POST _ E N G I N E E R I N G, I N C
T50� --f- UNDERGROUND ELECTRIC LINE
_T_ UNDERGROUND TELEPHONE LINE i `+ 923 R out a 6A
- CTV- UNDERGROUND CABLEVISION LINE // ��� I ���� Yo r mo u t h p o r t MA 0 2 6 7 6
+40.4 SPOT ELEVATION ( 508 ) 362-8 1 32
_..-40 ....... EXISTING CONTOUR V1 ( 608 ) 367-1 69 1m� r
[TO] PROPOSED CONTOUR
0 10 20 40 JOB NO: 12-131