HomeMy WebLinkAbout83- 796 - Site & Sewage DisposalSOIL T EST20 FT MIN
TOP OF FOUND.
EL = 3� 0 10 FT. MIN. -
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE
DATE OF TEST s'`}+ DATE OF TEST I`• �+ DATE OF TEST COVERS 4 PIPE --MIN. PITCH
S 40 PVC CLEAN SAND
WITNESSED BY Av V I' WITNESSED BY V'` WITNESSED BY
° 1/8" PER FT. CONCRETE
PERC. RATE ? MIN./INCH PERC. RATE `z MIN./INCH PERC. RATE MIN./INCHCOVERS
4' CAST IRON (OR —
ELEV.= ?'7 b ELEV.= '7 5 ELEV.= EQUAL) PIPE-MIN:12" MAX -
PITCH 1/4" PER FT.
2 0 2% MIN.
T>r ..
as o. LEVEL /
FLOW LINE a"
\l
:EL=
3L -o MIN. EL= 9 �' -- G O .'.D:', d' EL=CL'
29 EL= EL= 4 EL=
a D
DIST EL=
1 . h BOX
n 4
WATER AT Et- WATER AT- = =EL= WATER AT EL=
O
too^� GAL 0 o
SEPTIC PRECAST LEACHING n -EL=
BASIN/ GALLEY OR
TANK EQUAL
PROFILE OF - - - -
`\ BOTTOM OF TEST HOLE OR` -OBSERVED -_WATER =TA8LE EL = _
r, SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / / ) EL=
NOT TO SCALE
FRAME 8 COVER SHALL BE
SET WITH MASONRY UNITS
1
CLEAN SAND WHICH ARE TO BE MORTARED
° 2 IN PLACE
2" LAYER OF
G I 1/6"- 1/2" WASHED
11c- STONE
I
PlN L} H;D la
Uj
1 . \
-24" DIA. COVERS D iT >
PLAN VIEW
/ FRAMES 8. COVERS SHALL
/
•. 1 - BE SET WITH MASONRY UNITS - --
WHICH ARE TO BE MORTARED
A IN PLACE
:. LEACHING FACILITY
INLET c .
3 MIN. OUTLET
NOT TO SCALE
3/4"- 1 1/2"
WASHED STONE
PRECAST LEACHING
BASIN/ GALLEY OR
EQUAL
6:,MIN. FLOW LINE - a.
C2" MIN. GEMC'.'=GP_= COVER
:o -IO MIN. OUTLET PIPES - -
AS PEQJ; PED
j"Af
n
4 FT MIN. b INLET FLCV. 1 `
c 1 r• ,-
i � T
LIQUID fit
/ l E PTH
2i, E„
,
i
A..
UNLET TEE - -PROVIDED
H -c Tl1 IA^tN (l,<_�'�• /, ' z,, i / .':� :' °' PER SECTION 1510.2
;� .. TILE 5
CROSS SECTION VIEW OUTLET TEE NO. OF OUTLETS
LIQUID DEPTH TEE DEPTH
SEPTIC TANK DETAIL 4 FT BELOW 4FINCHES OCHE SLINE DIST. BOX DETAIL
NOT TO SCALE
5 FT 19 INCHES NOT TO SCALE
L
6 FT 24 INCHES
-, 7 FT 29 INCHES -
/ -. v - - _ _ rF C.tL
8 FT 34 INCHES
teen N�> �ti� T •—I `\ x<� " 4` jj{ �1K /! DESIGN CALCULATIONS -
CL- 404i 0(>I'_I. �\ ._ �..� ..l _` 'Of.n, } �'Ic. .,. Yv.i
sL NUMBER OF BEDROOMS._
APPROVED PIAS!
GARBAGE DISPOSAL UNIT.
j \
DATE TOTAL ESTIMATED FLOW
112 GAL/BR./DAYx_-_BR )..___.. GAL/DAY
AIA TR.'Ns \\ �` REQUIRED SEPTIC TANK CAPACITY
TY . ' � GAL.
ACTUAL SIZE OF SEPTIC TANK 1 GAL.
LEACHING AREA REQUIREMENTS
✓- -� < SIDEWALL AREA Z GAL./S.F.
BOTTOM AREA ! } GAL./S.F.
.xv LEACHING CAPACITY ( BOTTOM + SIDEWALL) - GAL.
C%i-
? F-' �` RESERVE LEACHING CAPACITY.......... .................... _ _GAL.
r'l E
G
W
FORM 9/ • w
4'4a�tr`�s.p
1 C y \ //
FORM 9/ • w
1 C y \ //
�-'
C
LOCATION MAP
LEGEND:
EXISTING SPOT ELEVATION 00,,0
EXISTING CONTOUR ----00 - - - - - - -
FINAL SPOT ELEVATION 0.0
FINAL CONTOUR
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT
TOWN WATER )n/-- _= W
CATCH BASIN (g{I1
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF r :"'J'-%? I1 RULES 8. REGULATIONS
FOR THE SUBSURFACE DISPOSAL 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
OFFICE AS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/ APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID 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 -IO
LOADING U%[ FSS THEY ARE UNDER OR WITHIN
IO FT. OF DRIVES OR PARKING AREAS. H-20
LOADING SHALL BE USED UNDER OR WITHIN
IO FT OF DRIVES OR PARKING AREAS
7 SETBACK REQUIREMENTS (MINIMUM)
FRONT 3U SIDE I�_ REAR S'
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION: LLrT 9
FA n?. vjlI-,Ir r_IrCLr YAI,-_r1."7';ITII , MA
APPLICANT:
L and Use
1echnoloqjl, Inc.
( FORMERLr R. L/ OWEARN , /NC. )
Engineers - Lond Surveyors - Sonilorions
35 ROUTE 134 - UN/T 3 - P O. BOX 237
SOUTH DENNIS, MA.
REVISIONS;
SCALE: I _ .-o
DATE- - -
DR. BY
APPD. BY:
`• J
JOB N0. �
S I
S HEET_OF_L_
FORM 9/ • w