HomeMy WebLinkAbout83-1929 - Details 2TOP FOUND. EL. 16.0'
ACCESS PORTS
*13.0'±
11.0"
WASTE INLET (MIN.
3" ABOVE OUTLET)
PROP. FLOODZONE FOUNDATION
DESIGN REQ'D (BY OTHERS)
FOUNDATION -
REMOTE
BLOWER
LOCATION
PER
SYSTEM PROFILE
(NOT TO SCALE)
1:5" VENT PIPING
u PRFCAST
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SFPARATE CIRCUIT FROM PUMP
INV. IN 10.60'
TREATED WATER OUTLET
FLOAT SWITCH ALARM ON
.75/J ' SETTINGS:
PUMP ON
P-7110)
4" WORKING RANGE
16
0 16
II
50"
6" DIAM. HOLE 0.5 MICROFAST WITHIN
H-20 FAST CHAMBER
(MIN. 1500 GAL. SIZE)
WATERPROOFED/WATERTIGHT
23'
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
( 1 X SLOPE)
- FAST TANK
afv'"'i 1 !1 IVJ 1 V I l\ J
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)
MA
APPROVED DATE BOARD OF HEALTH
04-064
PUMP OFF
WATERTIGHT
ACCESS COVERS TO FIN. GRADE
1000 GAL. H-20
500 GAL.+
RESERVE
4'
SLOPE TO DRI
25" WEEP HOLE
1ECK VALVE
MYERS SRH 4
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
9' x 5'3" x 62.4 x 3.75' = 11056
LBS UP (OKAY)
_..___..-...._.__.-...rLtlJn..n u.�.a.�+n r��✓y�T....04.02/1=—_
11 x6.17x 62.4x3.35= 14187
LBS UP (OKAY)
VARIANCE REQUESTED:
TOWN OF YARMOUTH REG 3.7:
REDUCTION IN SETBACK, SAS EDGE OF
WETLAND (100' TO 75')
16'
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 /
t,
4"0SCH40 PVC
PIPES LEVEL 1ST 2' 2" DOUBP WASHED PEASTONE
Ix / OR GE07XTILE FABRIC
15.3'
CONC. RET. WALL
(SEE DETAIL)
HP 15.08' 14.91' g� .28'
L)
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
S/1 -D-11
CONC. RETAINING WALL
NOT TO SCALE
5'
J
O
N
MOTTLING ELEVATION 9.6'
FRUADE. STONE VENEER OR
VEGETATIVE COVERING ON
WALL
TITLE 5 SITE PLAN
FOR
34 THACHER SHORE ROAD
YARMOUTH PORT
PREPARED FOR
THE ESTATE OF
ROSALIE B. SWANSEY
MAY 15, 2012
SHT 2 OF 2
I
LEACHING
D'BOX g'
FACILITY
EL.15.3'
10" 40 MIL POLY VINYL AND
MASTIC ON INSIDE OF
RETAINING WALL
(6) #3 BARS CONT. FOR
HORIZONTAL
REINFORCEMENT (TYP)
.'
4.0,'
2" CLEAR
S.
n .FL
?; #4 BARS 12" O.C. FOR
•
VERTICAL REINFORCEMENT
2" CLEAR
10.3' BASE
•
\ NATURAL SOIL
S/1 -D-11
CONC. RETAINING WALL
NOT TO SCALE
5'
J
O
N
MOTTLING ELEVATION 9.6'
FRUADE. STONE VENEER OR
VEGETATIVE COVERING ON
WALL
TITLE 5 SITE PLAN
FOR
34 THACHER SHORE ROAD
YARMOUTH PORT
PREPARED FOR
THE ESTATE OF
ROSALIE B. SWANSEY
MAY 15, 2012
SHT 2 OF 2