HomeMy WebLinkAbout151.81 - Sewage Disposal System (Copy 2)20 'FT. MIN,
SOILTOP OF FOUND.
, TEST EL
,10 FIT. MIN,
OB I ON HOE I' OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE 4!', SC H 40 PVC CLEAN SAND
096 'CO I VERS, PITCH
t- DATE OF TEST 2 1'3� �DATE, OF DATE OF TEST PIPE- MIN. C
CONCRETE
WITNESSED BY 1/8 PER FT COVERS
WITNESSED BY WITNESSED BY�
MIN./ INCH PERC. PERC. RATE — MIN./INCH o. 4' CAST )RON (OR
RATE MIN./INCH
PERC. RATE _,q B
= ELEV= EQUAL) PIPE -MIN. 12"MAX
ELEV. ELEV, 'PITCH 1/4' PER FT
2 OV10 MIN
0
VEL
ILE
!;o 13 S 0. P L FLOW LINE ...o..
:D: 10
EL= MIN. EL= eA.(
EL=
EL= EL 45
EL
EL=
DIST
BOX D
WATER AT EL= 7-7 (p WATER AT EL=— WATER AT_El_=_
GAL
PRECAST LEACHING EL= 9/.61
SEPTIC BASIN OR EQUIV.
TANK
PROFILE OF
BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL r 77,
SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE I/ t/ EL =
NOT TO SCALE
FRAME a COVER SHALL BE
SET WITH MASONRY UNITS
n.
CLEAN SAND WHICH ARE TO BE MORTARED
IN PLACE
r
7
L _J
2" LAYER OF
1/8"- 1/2" WASHED
L
7. STONE
F, iIr o
�9 I
3/4% 1 1/2"
WASHED STONE
IF
0 a_
6
W LIJ
PRECAST LEACHING
Uj
BASIN OR EQUIV
f \-24' DIA. COVERS--/ 6
x PLAN VIEW
13
FRAMES a COVERS SHALL
F, fiBE SET WITH MASONRY UNITS
7 '7
A
WHICH ARE TO BE MORTARED r
IN PLACE
LEACHING PIT DETAIL
6" L
INLET
-rq Af A� O -r
3"MIN. OUTLET NOT TO -SCALE
6"MIN. FLOW LINE
_r f —REMOVEABLE COVER
In, ; 0 PIPES - a. 2" MIN, OUTLET TEE OUTLET
O"MIN. AS REQUIRED
LIQUID DEPTH TEE DEPTH
BELOW FLOW LINE
S 4 FT 14 INCHES
Ik INLET OUTLET
4 FT MIN. 5 FT 19 INCHES FLOW
6 FT. 24 INCHES �LINE f
LIQUID ti I - I- I
7 FT 29 INCHES f.
DEPTH 8 FT. 34 INCHES 2,
f
INLET ITEE PROVIDED
LL17 Ic;0 PER SECTION 15.10.2
TITLE 5
-41 t1l' NO. OF OUTLETS:
CROSS SECTION VIEW
4.
V
N
DIST. BOX DETAIL
lk SEPTIC TANK DETAIL
NOT TO SCALE
NOT TO SCALE
F
7
DESIGN CALCULATIONS
-2 7
NUMBER OF BEDROOMS ore -
HO
GARBAGE DISPOSAL UNIT A ri r x; 7-e le Y /7L .5 e- IF tr
TOTAL ESTIMATED FLOW
(12 GAL/BR./DAYx BR.) GAL./DAY rl? 6 p e-"
REQUIRED SEPTIC TANK CAPACITY GAL.
7-0/;:;, ACTUAL SIZE OF SEPTIC TANK, 000 GAL.
LEACHING AREA REQUIRgYENTS'�
C) e) EWALL AREA GAL./S.F 114 Oilq
V ,
SID
BOTTOM AREA L0 GAL./S.F
.0
COVERS
lz
0.6�MIN
•LEACHING CAPACITY (BOTTOM 4 SIPEWALL) GAL. RICHARD
JAMES
0)l'(2x7,1ylx&XVx2
7p 01 ON.'HEARN
694ti O' EARN i
RESERVE LEACHING CAPACITY GAL.
s'? 41 LOA
FORM .-11/6/85
0 c L1.5
47
IZa Z:l
LOCATION. MAP
LEGEND:
EXISTING SPOT ELEVATION 000
EXISTING CONTOUR - - - -00 - - - -
FINAL SPOT ELEVATION 00
FINAL -CONTOUR
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT 0.
TOWN WATER —VV--- —W
CATCH BASIN tmIN
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.O.E. TITLE 5 AND THE
TOWN OF Ydlrl"' v7W RULES a REGULATIONS
FOR THE SUBSURFACE OF SEWAGE.
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 12" OF FINISHED GRADE
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE BY THIS
OFFICEAS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID ONLY IF IT IS STAMPED
AND SIGNED IN RED. THIS OFFICE ASSUMES
NO RESPONSIBILITY FOR INFORMATION CONTAINED
ON COPIES WHICH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
6. ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT OF DRIVES OR PARKING AREAS. M-20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT OF DRIVES OR PARKING AREAS
MIN. FRONT SETBACK
MIN. REAR SETBACK
MIN. SIDE SETBACK.
APP V D; _13wol D _ OF �JALTH
Atz
DATE. AGeNT
PROJECT LOCATION:
APPLICANT1
er
R c/ 0NEARm, h
Reg. Lond Surveyors - Reg.-Sonitcricns
35 ROUTE 134 - UNIT 2 - P, O. BOX 237,
SOUTH DENNIS, AM
REVISIONS
SCALE: p
DATE:
DR. BY:
APPD. BY,,,e,,,pw
JOB NO.:
SHEET OF
FORM .-11/6/85