HomeMy WebLinkAbout83-1929 - DetailsTOP FOUND. EL. 16.0'
*13.0'±
ACCESS PORTS
11.0'
WASTE INLET (MIN.
3" ABOVE OUTLET)
PROP. FLOOOZONE FOUNDATION
DESIGN REQ'D (BY OTHERS)
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SYSTEM PROFILE SEPARATE CIRCUIT FROM PUMP
(NOT TO SCALE) WATERTIGHT
^ ACCESS COVERS TO FIN. GRADE
�IN 1.5" VENT PIPING
INV. IN 10.60 i
1000 GAL. H-20 S/ [J 2" PRESSURE
TREATED WATER,
OUTLET
J FLOAT SWITCH ALARM ON 500 GAL.+ SLOPE TO DPo
SETTINGS: RESERVE .25 WEEP HOLE
PUMP ON CHECK VALVE
4" WORKING RANGE 3' MYERS SRM 4
10.75' 4' UBMERSIBLE 4
PUMP OFF 12' SYSTEM (OR EQU
6" DIAM. HOLE 0.5 MICROFAST WITHIN
H-20 FAST CHAMBER
(MIN. 1500 GAL. SIZE)
WATERPROOFED/WATERTIGHT
(_L% R SLOPE)
FOUNDATION - 23' FAST TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
REFER TO INSTALLATION INSTRUCTIONS
AND SPECIFICATIONS FOR THE
0.5 MICROFAST UNIT
OPERATIONS AND MAINTENANCE AGREEMENT
REQUIRED FOR THE LIFE OF THE SYSTEM
EFFLUENT TESTING SHALL BE REQUIRED AS
PER TOWN OF DENNIS AND TITLE 5
THIS SYSTEM SHALL BE RECORDED ON THE
DEED TO THE PROPERTY
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 0.5 MICROFAST TANK SYSTEM (H-20)
ADD (1) H-20 FACTORY WATERPROOFED PUMP CHAMBER
LEACHING:
SIDES: N/A
BOTTOM 45 x 10 (.74) = 333 GPD
TOTAL: 450 S.F. 333 GPD
USE LEACH FIELD OF 2 ADJACENT ROWS OF 10
QUICK4 PLUS STANDARD LP CHAMBERS EACH, WITH
2.5' STONE AT ENDS AND 2.17' AT SIDES
O.A. DIMS: 45' LONG x 10' WIDE x 8" HIGH (0.28' INVERT)
APPROVED
04-064
, MA
DATE BOARD OF HEALTH
PUMP CHAMBER
(NOT TO SCALE)
_ WATERPROOFED/WATERTIGHT
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221.(21)
4'
PC
BUOYANCY CALCS:
H-20 1000 GAL.
(SHOREY)
PC TANK
WGT:
14,500 LBS
40 MIL POLY VINYL AND
9' x
5'3" x 62.4
x 3.75' =
11056
LBS
UP (OKAY)
.:
1500
GAL. H-20
TANK WGT:
21,230
LBS
HORIZONTAL
11 x
6.17 x 62.4 x 3.35 =
14187
LBS
UP (OKAY)
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORT TO WITHIN 3' OF FINAL GRADE
2% SLOPE REQUIRED OVER SYSTEM /
4"OSCH40 PVC If
PIPES LEVEL 1ST 2' 2" DOUB� WASHED PEASTONE
/OR GEOTEXTILE FABRIC
g4
D, HP 15.08' 14.91' .26'
20 QUICK4 PLUS STANDARD LP CHAMBERS
6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2" DOUBLE WASHED STONE
COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25'
WATER -TEST D'BOX FOR LEVELNESS
i
18' D'BOX 5' LEACHING
FACILITY
EL.15.3'
10" I
40 MIL POLY VINYL AND
MASTIC ON INSIDE OF
'
RETAINING WALL
.:
(6) #3 BARS ,CONT. FOR
HORIZONTAL
REINFORCEMENT (TYP)
2" CLEAR
T EL. 13.0'
#4 BARS 12" O.C. FOR
VERTICAL REINFORCEMENT
CLEAR
`.10.3' BASE .
2&7 tELEV.
F�- -
\
NATURAL SOIL
CONC. RETAINING WALL
NOT TO SCALE
0
5'
J
O
N
MOTTLING ELEVATION 9.6'
0
15.3'
CONC. RET. WALL
(SEE DETAIL)
PROVIDE STONE VENEER OR
VEGETATIVE COVERING ON
WALL
TITLE 5 SITE PLAN
i
FOR
34 THACHER SHORE ROAD
YARMOUTH PORT
VARIANCE REQUESTED:
TOWN OF YARMOUTH REG 3.7: - PREPARED FOR
REDUCTION IN SETBACK, SAS EDGE OF 2s�tx OFMAss
WETLAND (100' TO 75') DANIELA
QJALA THE ESTATE OF
CIVIL
�No.46502 ROSALIE B. SWANSEY
_
0S
MAY 15, 2012
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