HomeMy WebLinkAbout36 Sunset Drive Septic System Designk ACCESS COVERS MUST BE W1 THIN 9 MINIMUM, l NVER T EL EVA T I ONS:, DES 1 GN CR I TER IA: GENERAL 'NOTES
I 6. OF FINISH GRAD 3MAXIMUM COVER ;
c IhV£RT AT BUILDING: '97.6 DESIGN FLOW:
99.6! FIRST 2' TO
_ - - IA'VER T IN -SEPTIC TANK: 97.2 3 BEDROOMS AT 1.10 G.P.D. PER 1.. THIS PLAN IS FOR THE .DESIGN AND CONSTRUCTION
q BE LEVEL MIN 2. OF PEASTONE
iNVERT OUT SEPTIC TANK: 96.95 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
4 D vfv 3/4 I I/2' DIA. INVERT IN DIST. 80X: 96.67
r ? 10' �- DOUBLE WASHED STONE INVERT OUT DIST. BOX: 96.5
NO GARBAGE GRINDER 2. VERTICAL DATUM 1S ASSUMED.`FOR BENCH bIARXS
95.5 INVERT IN LEACH CHAMBER: 96.33 SET. SEE SITE PLAN.
BAFFLE SEPTIC TANK REQUIRED.
4 HIGH CAPACITY INFILTRATOR BOTTOM OF LEACH CHAMBER.: 95.5 330 G.P,D. X 20OX - 660 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
c o 3 OUTLET CHAMBERS 'W/3.5't SEPTIC TANKPROVIDED: 1500 GAL. MIN.
STONE AROUND ADJUSTED GROUND WATER: 90:4 MAINTENANCE OF THE SEPTIC SYSTEM SHALL
D-BoxOUTLET
' 1500 GAL 2-l0'r X !9'7 XJO'd OESERVED.GROUND WATER: B9.T CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
SEPTIC TANK 6- CRUSHED STONE OR 80TTOM OF TEST HOLE 01: ''88.7 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS.
COMPACTED BASE I/ID£X WELL M/W 29, ZONE A DESIGN PERC RATE f 5 MIN/INCH '
JUNE 01 READING -7.b'_. ADJ-1.3
PROFILE.: NOT TO SCALE LOADING
TEXTURAL CLASS 7 4, ALL SEPTIC SYSTEM COMPONENTS' LOCATED UNDER
' USE 1/2 ADJ`(,71 FOR DESIGN. EFFLUENT RATE - 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
p O: 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED THAN'3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING 14-20 WHEEL LOADS.
PROVIDED: 5 HIGH CAPACITY INFILTRATOR -
�O I\V' CHAMBERS W/3.5't STONE AROUND. A-460 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
t\\ O, 460 S.F. x 0.74 - 340 GPD APPROVED EQUAL.
1P� \
` � V 6. SEPTIC TANK AND D -80X SHALL BE REINFORCED '
SOIL TEST P I T 'DA TA ® PP.ECAST CONCRETE AND WATERTIGHT. D BOX SHALL
�Y N
INDICATES y INDICATES BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
N PERCOLATION - OBSERVED 1S MORE THAN ONE OUTLET.
o TEST - GROUNDWATER
y N 7. BEFORE CONSTRUCTION CALL "DIG -SAFE .`
-A rn
o -o N 84'03'20 9e.s TP ►1 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
- +v FOR LOCATION OF UNDERGROUND UTILITIES.
- HORIZON TEXTURE COLOR 98.7
F - STOCKADE FENCE 0
� '
• YY .3 _.,r _-.
4 WON CAPACITY ttIII A `LOAMY IOYR 8. EXISTING CESSPOOLS TO BE PUMPED DRY AND
f1F
Iw YILTRATORCHND
AERS ! SAND 3/2
i I F-1 - BACKFILLED.
F w o W/J.3' .STONE AROUND 7 /9' .. EXISTING SN£D
CESSPOOL 12 • :... 97.7
TO B£ REVOYED
,�.. ,
a-eox D
ISOO CAL ',• J D SANDY 4/6R 9. ALL UNSUITABLE MATERIAL (A d B HOR12ONS1
p.o
SEPTIC TANK ` ENCOUNTERED BELOW THE INVERT OF THE LEACHING'
24' •• 96.7 FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
o / r MEDIUM 70YR AROUND AND REPLACED WITH SAND IN ACCORDANCE"
- 2.y{{<1 Flo y ° �=i�j' 1. SAND 6/4
! �iL� 2'0Az WITH TITLE S.
f PROPOSED // -:
n ADpfTION_ B' 10. THE INVERTS AT THE DWELLING ARE TO BE
h I I�iPANL SPACE DECK
44' RELOCATED TO THE LOCATION AND ELEVATION SHOWN.
-Bu. TOF OF PIPE
EL -99.30
PROPOS9.06 f 08 - 89.7
" N BULKHEAD I z,
felt y _ -
'° t 842 120' 88.7
r _ #32 o EX/STfNG DWELLING /
DATE: JUNE 26. 2001
I
I3�I TEST BY: STEPHEN HAAS
r o WITNESSED BY: LYNN MULKEEN i rr n„� '•
yu, r df
I„ k PERC RATE: l 2 MIN/INCH
0
LOT 43
8384 t S.F. ?� rfz`
l `/-'dam, }�'t
CCC/// JJ a 2
-N_87 .W /
0.01' t
-�" SE-PT/C 5YSTE-All DES l G/V
SUNSET DRI UE
a 36' SU/VSET DRI VE. "AP 42. PARCEL 93
S O U T/--/ YA R "0 u T/ "A
PREPARED FOR
KEVrN RAwooiv
rye
°J wr`1645 Y / WA Y/VE AVENUE . BRA / /V TREE . M4 02 / 84
��� z SCALE : / 20 JA/VUAR Y 2 200.2 REVISED: MAY 8. 2002
r Ws E L CUS
ItLo
r .t
f •- EAGLE SURVEY -1 NG 1 NC
VAR LANCES REQUIRED'
`2 923Route 6A
a . � Yarrnouthport MA. ;02675
' TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
`508 362-8132
he SECTION 15.211:(I) MINIMUM SETBACK DISTANCES 5/ `frZooL ��/%��jl!/1�1 508 432-5333
oQ 10' is REQUIRED BETWEEN THE SAS AND THE PROPERTY LINE.
5" d 6- ARE PROVIDED. 5' d 4' VARIANCES ARE REQUESTED.
20' IS REQUIRED BETWEEN THE SAS AND THE CELLAR WALL.
/5' `IS PROVIDED. A 5" VARIANCE IS REQUESTED. o -10 20 40 / DcCFW/EEK` CALC.' SAH/CFW CHECK: CFIV DRN: SAN
L`i�GtiJ� ' MAP' JOB N0. 01 038 FEL