HomeMy WebLinkAboutEngineer PlanSOIL TEST / / I INVERT ELEVATIONS NOTES:
DATE OF SOIL TEST�123zgL
WITNESSED BY_R ll))> G
PERCOLATION RATE < P- MIN./INCH
OBSERVATION HOLE I OBSERVATION HOLE 2
ELEVATION=9a,6 ELEVATION=
TOP L' SUb50)L L0Hlv)
— z4'" SANDY SUPS 50)`-
G 1-EAN MFDJu» — 30"
9s:I TO F)NE SANG C1-ERN MED SAND
- FeOz � 72" (2'-3" BANOJ'
WATFR e 72" E1=92.6 WATER 9 78"
TOP OF
FOUND.
ELEV.=/03.5 /SFr (�Osrr i v� CONCRETE 4" SCH. 40
COVERS C PIPE
MIN,PITCH
T-- 1/8PER. FT.
MAX.
4" CAST IRON
PIPE - MIN. PITCH
1/4" PER FT.
FLOW LINE
-1Z �-p—/`9�L
>000 GAL
SEPTIC
TANK
PROFILE OF
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
DIST
BOX
INVERT AT BUILDING
/ O /' FT
INLET SEPTIC- TANK
)06-7 FT.
OUTLET SEPTIC TANK
)66-5 FT.
INLET DISTRIBUTION BOX
/OO' Z FT.
OUTLET DISTRIBUTION BOX
/00'-0 FT.
INLET LEACHING FI F L D
'R985 FT
BOTTOM LEACHING r', =iLD
99, )- FT.
ALL WORKMANSHIP AND MATERIALS
SHALL CONFORM TO D.E.O.E. TITLE 5
AND THE TOWN OF Y,4RT90G/T?t<tULES
AND REGULATIONS FOR SUBSURFACE
DISPOSAL OF SANITARY SEWAGE
DESIGN CALCULATIONS
NUMBER OF BEDROOMS ..............................
3
GARBAGE DISPOSAL • UNIT.... .... . . ... . . . ... - -j .....
NIT..........................
.
TOTAL ESTIMATED FLOW (/!,) GAL./BR./DAY x 3 BR.)...
330
GAL./DAY
REQUIRED SEPTIC TANK CAPACITY ......................
4-95
GAL.
ACTUAL SIZE OF SEPTIC TANK TO BE INSTALLED....
/ DO O
GAL.
LEACHING AREA REQUIREMENTS
SIDE WALL AREA=GAL./S.F.
BOTTOM AREAL 0 GAL./S.F.
LEACHING CAPACITY ( BOTTOM SeEWAtt )............
SOO
GAL.
(Sox / o X /, o )
RESERVE LEACHING CAPACITY .................
SO O
GAL.
SO"x/O" LEACNIIVG FIELD
USE 4" PE'RFORATED SCHEDULE 40 PVC
MIN 2'/. F/N) S H GBADE
N/I N
I/8'-Ile- WA.SHeD STONE
3/4" - 1 1/2." a e 1
de Q CWASNFD STONE �Q 6 jn��./,
L EL=99.Sa �
ou D wAT R T1�8�.�
,09DC/V5'T,ETJ )I)IAr�17 T/g13eE5 FG= 96• I
OF
RICHARD
JAMES
O'HEARN
N.. 694
E1 = 99.6
—EL= 99•/
Lo+`P-, WAD5W0PTf/ Lk,
Y R_mourH - MASS..
R. J. OHEARN, INC., RLS, RS
1348 ROUTE 134
EAST DENNIS, MASS.
JOB NO.82-J4J9 CLIENT. 9 /CC /
TE (SHEET P- OF
V
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LEGEND
EXISTING SPOT ELEVATIONS O,p
EXISTING CONTOUR---E?a ---
FINISHED SPOT ELEVATIONS 0.0
FINISHED CONTOUR—i"-�>
APPROVED, BOARD OF HEALTHNo, 27871
f' RICHARD
DAMES
O'HEARN
RICH?RD
3' Jl ^
PROPOSED PLOT PLAN
v/ir�/-�o//rH ,MASS.
:7-#? ,✓AI�SWOR; Ft L.A.
fl R J. O.'J'/EARN, INC , RL S, RS
1348 ROUTE 134
EAST DENNIS, MASS.
DATES �-�• �'' SCALES ✓ `'
J08 N0. -> ='%�� f3 CLIENTS �Cc
OR. BY 7- •� - SHEET -L OF