HomeMy WebLinkAboutEngineer Plans - 2010N
ACCESS COVERS MUST BE WITHIN
6' OF F' I N I SH GRAD
102.81 FIRST 2" TO
-_ BE LEVEL
INSPECTION
PORT
/ U T �1.1 99.75 LJ 98. 3 10.--�`�
i . GAS
�BAFFLE 98.47 � 98.23
- --`- 3 OUTLET 5 HIGH CAPACITY INFILTRATOR
D -BOX CHAMBERS W/3.5'= STONE AROUND
1500 .GAL H-20 l0'F x 38`1 x /0-d
SEPTIC 1"ANK
H-20 6- CRUSHED STONE OR
COMPACTED BASE
PROF I LE NUT TO SCALE
9- MINIMUM.
3' MAXIMUM COVER
MIN 2' OF PEASTONE-
OR FILTER FABRIC
374- - 1 1/2- DIA.
DOUBLE WASHED STONE
LOT L l
9.752+ S.F.
BEAR !
�foq
I - SEPTIC TANK//
5 HIGH CAPACITY,/
INFILTRATOR .CHAMBERS
W13.5" STONF�AROUND
LEACH PIT
/
/
/ y
{so
Yy .�
Z,
H
04'P4
,INVERT ELE.VATIONS.
INVERT
AT BUILDING;
100.5
INVERT
IN SEPTIC TANK:
100.0
INVERT
OUT SEPTIC TANK:
99.75
INVERT
IN DIST, BOX:
96.47
INVERT
OUT DIST. BOX:
98.3
INVERT
IN LEACH CHAMBER:
98.23
BOTTOM
OF LEACH CHAMBER:
97.4
ADJUSTED GROUND WATER:
NIA
OBSERVED GROUND WATER:
N/A
BOTTOM
OF TEST HOLE •!:
9i.8
I
/
�4 I
\ 1
Spy/\
D -BOX F \
DESIGN CRI TER IA:
DESIGN FLOW:
3 BEDROOMS AT 110 G.P.D. PER
BEDROOM EQUALS 33O G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
330 G.P.D. X 2002 - 660 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 MIN/INCH
SOIL i'EXTURAL CLASS - I
EFFLUENT LOADING RATE' - 0.74 GPD/SF
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
PROVIDED: 5 HIGH CAPACITY INFILTRATOR
CHAMBERS W/3.5'=STONE AROUND. A-460 S.F.
460 S.F. x 0.74 - 340 GPD
SOIL TEST PIT DA TA
IND/CA TES 7_ INDICATES
PERCOLATION OBSERVED
TEST GROUNDWATER
TP +!
0' HORIZON TEXTURE COLOR 102.3
FILL
I� LOAMY IOYR
O SAND 5/6
48 • _........ .. 98.3
C / MEDIUM IOYR
SAND 6/6
M
126-�-L- " nn e e n __ 1 91.8
DATE: SEPTEMBER 9. 2010
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PF -RC RATE: ( 2 MIN/INCH
1aiouth Health Department
,APPROVED
4�2
UAW
■
■
GENERAL NOTES:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM !S 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 -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. EXISTING LEACH PIT TO BE PUMPED DRY AND
BACKFILLED. EXISTING SEPTIC TANK TO BE PUMPED
DRY AND REMOVED.
r
9G ,
'S
{ �; FRAU♦ `�` S
No, zg-
07"T`P_
A.
MGwiis.
SPP 2 9 2010
HEALTH DEPT_
SEF'T!C SYSTEM D Si`G/V
5B SAL T BOX 80.40 , MAP 8 / PARCEL .54
S®VTH YARMOUTH MA ,
PREPAREO FOR :
SCALL E : ! " - 20 SEP TE_IVBER 27. 200_P
EAGL__E SLJFRVEY I NG I NC
923 Route 6A
-�' Yarmouthport, MA. 02675
( 508 ) 362-8132
508 432-5333
DOLS NO: 10-U90 I F1ELI:CFW/EEK I CAL C: SAH/CFW CHECK: CFW I ORN: SAH
SM. CBJDH FND
\ £L-100.40
L EGEND
■ CB
CONCRETE BOUND
--W-
WATER LINE
O
HYDRANT
--G---
GAS LINE
- OHW-
OVER HEAD WIRES
.#
LIGHT POST
E----
UNDERGROUND ELECTRIC LINE
T-
UNDERGROUND TELEPHONE LINE
--CTV--
;UNDERGROUND CABLEVISION LINE
+40.4
SPOT ELEVATION
__-40--._
I EXISTING CONTOUR
I40I
(PROPOSED CONTOUR "
j
DESIGN CRI TER IA:
DESIGN FLOW:
3 BEDROOMS AT 110 G.P.D. PER
BEDROOM EQUALS 33O G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
330 G.P.D. X 2002 - 660 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 MIN/INCH
SOIL i'EXTURAL CLASS - I
EFFLUENT LOADING RATE' - 0.74 GPD/SF
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
PROVIDED: 5 HIGH CAPACITY INFILTRATOR
CHAMBERS W/3.5'=STONE AROUND. A-460 S.F.
460 S.F. x 0.74 - 340 GPD
SOIL TEST PIT DA TA
IND/CA TES 7_ INDICATES
PERCOLATION OBSERVED
TEST GROUNDWATER
TP +!
0' HORIZON TEXTURE COLOR 102.3
FILL
I� LOAMY IOYR
O SAND 5/6
48 • _........ .. 98.3
C / MEDIUM IOYR
SAND 6/6
M
126-�-L- " nn e e n __ 1 91.8
DATE: SEPTEMBER 9. 2010
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PF -RC RATE: ( 2 MIN/INCH
1aiouth Health Department
,APPROVED
4�2
UAW
■
■
GENERAL NOTES:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM !S 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 -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. EXISTING LEACH PIT TO BE PUMPED DRY AND
BACKFILLED. EXISTING SEPTIC TANK TO BE PUMPED
DRY AND REMOVED.
r
9G ,
'S
{ �; FRAU♦ `�` S
No, zg-
07"T`P_
A.
MGwiis.
SPP 2 9 2010
HEALTH DEPT_
SEF'T!C SYSTEM D Si`G/V
5B SAL T BOX 80.40 , MAP 8 / PARCEL .54
S®VTH YARMOUTH MA ,
PREPAREO FOR :
SCALL E : ! " - 20 SEP TE_IVBER 27. 200_P
EAGL__E SLJFRVEY I NG I NC
923 Route 6A
-�' Yarmouthport, MA. 02675
( 508 ) 362-8132
508 432-5333
DOLS NO: 10-U90 I F1ELI:CFW/EEK I CAL C: SAH/CFW CHECK: CFW I ORN: SAH