HomeMy WebLinkAbout83-952 - Sewage Disposala °.
SOIL TEST
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3
DATE OF TEST /0- 7- 88 DATE OF TEST DATE OF TEST
WITNESSED BY T. H. WITNESSED BY WITNESSED BY
FERC. RATE 2 MIN./INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH
ELEV. = 2L ELEY. = ELEV. =
o Tap 4 5LIb
/9.7
?d/Fine Sond
9.7 /44"
WATER AT — EL= —
WATER AT EL = WATER AT
Precast F%r1J d �0{Un,�)r
EL =
3/4"- / /z.
.✓ashen' Sone
N� r�;�IL
DEPTH
TEE DEPTH
CLEAN SAND
_
BELOW FLOW LINE
PIPE -MIN. PITCH
FT.
14 INCHES
5
FT
19 INCHES
1/811 PER FT.
FT.
24 INCHES
PRECAST
FT
29 INCHES
8
FT.
341NCHES
FLOWDIFFUSOR
21 LAYER OF
STAMPS AND SIGNATURES
BOTTOM AREA /•0 GAL./S.F.
SHALL BE CAPABLE OF WITHSTANDING H-10
MIN. EL= /72
1/811 1/2"
WASHED
GAL.
(fz-, X z, 3.6J r-(la.r /c x /.c).
,t
APPROVED: BOARD OF HEALTH
STONE
PROJECT LOCATION:
GAL.
2-011 = �
2% MIN.
Land Use
7echno%gy, Inc.
\
Engineers - Land Surveyors - Sanitarians
i
/ I C5�1'
Fri
/ /
TOP OF FOUND.
OP UO �FT(_ET�
41 CAST IRON (OR
EQUAL) PIPE- MIN.
PITCH 1/4 PER FT
EL= /7.43
EL= /L.7 _
20 Ft MIN.
CONCRETE
COVERS
=L-1211MAX
FLOW LINE
�Id MIN.
/000 GAL.
SEPTIC
TANK
4" SCH. 40 PVC
DEPTH
TEE DEPTH
CLEAN SAND
_
BELOW FLOW LINE
PIPE -MIN. PITCH
FT.
14 INCHES
5
FT
19 INCHES
1/811 PER FT.
FT.
24 INCHES
PRECAST
FT
29 INCHES
8
FT.
341NCHES
FLOWDIFFUSOR
21 LAYER OF
STAMPS AND SIGNATURES
BOTTOM AREA /•0 GAL./S.F.
SHALL BE CAPABLE OF WITHSTANDING H-10
MIN. EL= /72
1/811 1/2"
WASHED
GAL.
(fz-, X z, 3.6J r-(la.r /c x /.c).
FRONT , 50 SIDE REAR
APPROVED: BOARD OF HEALTH
STONE
PROJECT LOCATION:
GAL.
2-011 = �
2% MIN.
Land Use
7echno%gy, Inc.
\
Engineers - Land Surveyors - Sanitarians
i
SOUTH DENNIS MA.
+.+'+��ECi!li °j°'O•�°
REVISIONS:
LEVE
%
e
q •..fN• t�`w
EL=
SCALE
-12012f-/2-
DATE
7-88
DR. BY:APPD.
C. Fe/ -n anc>/eZ
BY'
JOB NO. 85 - 4e 46
SHEET 2 OF 2
D
o° Q
d o O Q o Q»
o D
EL= /le. 2
EL= /(o .O o n
L7 D D D CI
oO
o
n p
0
EL= /3 7
EL= /5.7
V
D 0 D O D o
U o
DIST
3/41- 1 1/211
BOX
WASHED STONE
4.0
PROFILE OF
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
o:
INLET o
�i
11
BOTTOM OF TEST HOLE =#OR OBSERVEDWATER -TABLE EL= 9,7
ADJUSTED GROUND WATER TABLE ( / / ) EL= —
(`I CAkl n.lT Ahin
8
PLAN VIEW
CaJ Cil
PLAN VIEW FRONT VIEW SIDE VIEW
FRAMES a COVERS SHALL
BE SET WITH MASONRY UNITS FLOWDiFFUSOR DETAIL
WHICH ARE TO BE MORTARED
IN P' ACE NOT TO SCALE
�REMOVEABLE COVER
4t6"
MIN, OUTLET OUTLET PIPES
IN. FLOW LINE � `AS REQUIRED MINrT=
101 MIN.
r'.
0
4 FT. MIN
LIQUID
DEPTH
>e
CROSS SECTION VIEW
SEPTIC TANK DETAIL
NOT TO SCALE
DESIGN CALCULATIONS
OUTLET TEE
LIQUID
DEPTH
TEE DEPTH
GARBAGE DISPOSAL UNIT;_ ......... .... ...._
_
BELOW FLOW LINE
4
FT.
14 INCHES
5
FT
19 INCHES
6
FT.
24 INCHES
7
FT
29 INCHES
8
FT.
341NCHES
NUMBER OF BEDROOMS _ _ . ..-__......
HYDRANT C°
TOWN WATER
GARBAGE DISPOSAL UNIT;_ ......... .... ...._
_
GENERAL NOTES:
TOTAL ESTIMATED FLOW
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF �a/-rro4Jfi) RULES & REGULATIONS
( /0 GAL/BR./DAY x ¢ BR.) ..
440
GAL./ DAY
REQUIRED SEPTIC TANK CAPACITY
ESSENTIALLY THE SAME
GAL.
ACTUAL SIZE OF SEPTIC TANK _ ...... .
ZONING REGULATIONS. OWNER/ APPLICANT IS
GAL.
LEACHING AREA REQUIREMENTS
5. THIS PLAN IS VALID IF IT IS STAMPED AND
SIGNED IN RED. THIS OFFICE ASSUMES NO
SIDEWALL AREA 2.5 GAL./S.F.
ON COPIES WHICH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
BOTTOM AREA /•0 GAL./S.F.
SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING UNLESS THEY ARE UNDER OR WITHIN
LEACHING CAPACITY ( BOTTOM + SIDEWALL)
�T��
GAL.
(fz-, X z, 3.6J r-(la.r /c x /.c).
FRONT , 50 SIDE REAR
APPROVED: BOARD OF HEALTH
RESERVE LEACHING CAPACITY.. . ...... . ........
PROJECT LOCATION:
GAL.
INLET \ FLOW o. OUTLET
— �1\) ALINE -I
p 11 211 611
o'.
INLET TEE PROVIDED
PER SECTION 15.10.2
TITLE 5
NO. OF OUTLETS: 3
DIST. BOX DETAIL
NOT TO SCALE
SN OF
RICPARD
'1
JA 5
TELEPHONE POLE -0-
HYDRANT C°
TOWN WATER
CATCH BASIN
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF �a/-rro4Jfi) RULES & REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 1211 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-10
LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS
7 SETBACK REQUIREMENTS MINIMUM)
' �•
FRONT , 50 SIDE REAR
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION:
Ma y /oc.ue�-
ya/-mou fh Mossachuse f�5
APPLICANT:
Pefeman
Land Use
7echno%gy, Inc.
( FORMERLY R. /.. OWEARN , /NC. )
Engineers - Land Surveyors - Sanitarians
35 ROUTE 134 - UNIT 3 - P. O. BOX 237
SOUTH DENNIS MA.
+.+'+��ECi!li °j°'O•�°
REVISIONS:
%
e
q •..fN• t�`w
SCALE
-12012f-/2-
DATE
7-88
DR. BY:APPD.
C. Fe/ -n anc>/eZ
BY'
JOB NO. 85 - 4e 46
SHEET 2 OF 2
FORM 9/8/87