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EL I°S 28
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20 FT. MIN.
4" SCH 40 PVC
PIPE -MIN. PITCH
I/ S" PER FT.
12” MAX
CLEAN SAND
CONCRETE
7COVERS
SEF
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2% MIN.
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Iq:INLET
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TITLE 5
OUTLET TEE
NO. OF OUTLETS' `5
0
TEE DEPTH
i
0
BELOW FLOW LINE
p
DIST I• BOX DETAIL
�
14 INCHES
5 FT.
N Z
NOT TO SCALE
U
24 INCHES
EL= 10 S o
0
p
I�
a •.. . a EL= 1012
34 1NCHES
vATI� Iz lµ�wDruc, OCTan �c unu-ncs•
LI AU_ UNSUITABLE T'IATtM(AL_ STf.]U.. 13.1= LX'AVA•-t_D [12-X•'1 VN.DCIl _ PnJ[> .IFIL
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EL= 102 o
EL= ICI .S
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EL= lo,.
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6
LEGEND
DIST.
SOIL TEST
FINAL SPOT ELEVATION 00.0
...a
TOP OF FOUND.
TELEPHONE POLE -0-
BOX
°
A
CATCH BASIN )�1
GENERAL NOTES:
L ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
D
EL = 111.0
10 FT.
MIN.
3.EXISTING AND FINAL GRADES SHALL REMAIN
OBSERVATION HOLE I
OBSERVATION HOLE 2
OBSERVATION
HOLE 3
TO OBTAIN SUCH DETERMINATION FROM
°
5. THIS PLAN IS VALID IF IT IS STAMPED AND
SIGNED IN RED. THIS OFFICE. ASSUMES NO
COnCRETf
PRECAST LEACHING
DATE OF TEST
DATE OF TEST 4 -7-91
DATE OF TEST
LOADING UNLESS THEY ARE UNDER OR WITHIN
BASIN / GALLEY OR
LOADING SHALL BE USED UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS
EL=
COVERS
WITNESSED BY
WITNESSED BY
WITNESSED BY
D21; TWOOD I_At` C- A CEACH I—M-167
4
a
PROFILE OF
L and Use
_
FORMERLY R. ✓. O'HEARN ,`/NC. J
PERC. RATE MIN./ INCH
PERC. RATE L4 MIN./INCH
PERC. RATE
- MIN./INCH
REVISIONS.
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4 CAST
IRON
NOT TO SCALE
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ELEV.= io3:4
ELEV= toS.3
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-
SCALE: _.1. 30
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PIPE -MIN.
APPD.'BY:
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SHEET t OF
PITCH
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2% MIN.
d...e
Iq:INLET
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f LEVEL
o
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TITLE 5
OUTLET TEE
NO. OF OUTLETS' `5
0
TEE DEPTH
i
0
BELOW FLOW LINE
p
DIST I• BOX DETAIL
�
14 INCHES
5 FT.
N Z
NOT TO SCALE
v
24 INCHES
EL= 10 S o
0
p
I�
a •.. . a EL= 1012
34 1NCHES
vATI� Iz lµ�wDruc, OCTan �c unu-ncs•
LI AU_ UNSUITABLE T'IATtM(AL_ STf.]U.. 13.1= LX'AVA•-t_D [12-X•'1 VN.DCIl _ PnJ[> .IFIL
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EL= 102 o
EL= ICI .S
,
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OoaD
EL= lo,.
o
6
LEGEND
DIST.
EXISTING CONTOUR - - --00- - - - - - -
FINAL SPOT ELEVATION 00.0
...a
SOIL TEST LOCATION
TELEPHONE POLE -0-
BOX
°
A
CATCH BASIN )�1
GENERAL NOTES:
L ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
D
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
D
D GAL
ZONING REGULATIONS. OWNER/ APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
°
5. THIS PLAN IS VALID IF IT IS STAMPED AND
SIGNED IN RED. THIS OFFICE. ASSUMES NO
RESPONSIBILITY FOR INFORMATION CONTAINED
PRECAST LEACHING
o :
o ,
017 4
SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING UNLESS THEY ARE UNDER OR WITHIN
BASIN / GALLEY OR
LOADING SHALL BE USED UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS
EL=
NK
APPROVED BOARD of HEALTH
EQUAL
l2' plp
D21; TWOOD I_At` C- A CEACH I—M-167
4
APPLICANT: -
PROFILE OF
L and Use
_
FORMERLY R. ✓. O'HEARN ,`/NC. J
SEWAGE
DISPOSAL
BOTTOM OF TEST HOLE 7011_OB VE 3A = EL = '114
SYSTEM
"1ee1"SOUTH
e•en
REVISIONS.
ADJUSTED
GROUND WATER TABLE ( / / ) EL =
NOT TO SCALE
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L- - - - - - - - - - - - - - - - - - - -j
24' DIA. COVERS
PLAN VIEW'
°n FRAMES a COVERS SHALL
BE SET WITH MASONRY UNITS
WHICH ARE TO BE MORTARED
IN PLACE
INLET ;o.:.:.Q:::`.:•:. :D
n 3"MIN. !a;. OUTLET
16"MIN. FLOW LINE
i°MIN.
i3 l 1() MIN. o:
a
CLEAN SAND
17
-FRAME a COVER SHALL- BE
SET WITH MASONRY UNITS
WHICH ARE .TO BE MORTARED
IN PLACE
2" LAYER OF
1/8"- 1/2" WASHED
¶j STONE ,
0
0 O
3/4"- 1 I/2"
WASHED STONE
PRECAST LEACHING
BASIN/ GALLEY OR
EQUAL
LEACHING FACILITY
NOT TO SCALE
`-•REMOVEABLE COVER
�-OUTLET PIPES
AS REQUIRED7\
4 FT. MIN. b INLET FLOW
LIQUID ,�� i LINE
DEPTH
e .
CROSS SECTION VIEW
SEPTIC TANK DETAIL
NOT TO SCALE
OUTLET
--ow
20 L AN D
0
Iq:INLET
0
!{
o
TEE PROVIDED
0
PER SECTION 15.10.2
D
TITLE 5
OUTLET TEE
NO. OF OUTLETS' `5
0
TEE DEPTH
Ov
� 2Py
0
BELOW FLOW LINE
p
DIST I• BOX DETAIL
�
14 INCHES
5 FT.
19 INCHES
NOT TO SCALE
v
24 INCHES
r 0
0
-29 INCHES
I�
8 FT
34 1NCHES
vATI� Iz lµ�wDruc, OCTan �c unu-ncs•
-FRAME a COVER SHALL- BE
SET WITH MASONRY UNITS
WHICH ARE .TO BE MORTARED
IN PLACE
2" LAYER OF
1/8"- 1/2" WASHED
¶j STONE ,
0
0 O
3/4"- 1 I/2"
WASHED STONE
PRECAST LEACHING
BASIN/ GALLEY OR
EQUAL
LEACHING FACILITY
NOT TO SCALE
`-•REMOVEABLE COVER
�-OUTLET PIPES
AS REQUIRED7\
4 FT. MIN. b INLET FLOW
LIQUID ,�� i LINE
DEPTH
e .
CROSS SECTION VIEW
SEPTIC TANK DETAIL
NOT TO SCALE
OUTLET
--ow
20 L AN D
Iq:INLET
TEE PROVIDED
PER SECTION 15.10.2
I
TITLE 5
OUTLET TEE
NO. OF OUTLETS' `5
LIQUID DEPTH
TEE DEPTH
Ov
� 2Py
BELOW FLOW LINE
p
DIST I• BOX DETAIL
4 FT.
14 INCHES
5 FT.
19 INCHES
NOT TO SCALE
6 FT.
24 INCHES
r 0
7 FT. -
-29 INCHES
8 CoN"CQAGTU2 tS'ZESP('N.51 _°. C"E FOR VEP_,FICA-rlo" OF Atl LYn7�orls F.T.Ip
8 FT
34 1NCHES
vATI� Iz lµ�wDruc, OCTan �c unu-ncs•
LI AU_ UNSUITABLE T'IATtM(AL_ STf.]U.. 13.1= LX'AVA•-t_D [12-X•'1 VN.DCIl _ PnJ[> .IFIL
S r� C
moo- to v, vftp l3kGIt1NG P EIS D ¢ LA _ W17VA MET� SP^1�>.
=k,k DESIGN CALCULATIONS
NUMBER OF BEDROOMS...... .................
GARBAGE DISPOSAL UNIT. ...................... .
TOTAL ESTIMATED FLOW
( Ila
GAL / BR. /DAY x 3 BR.) ........... 332 GAL./DAY
REQUIRED SEPTIC TANK CAPACITY .............. q� S GAL
ACTUAL SIZE OF SEPTIC TANK. .................. IOOcD GAL.
LEACHING AREA REQUIREMENTS
SIDEWALL AREA 2.0 GAL/S.F.
BOTTOM AREA o. S3 GAL./SF.
pKDUT Ct�t Com__ LEACHING CAPACITY ( BOTTOM + SIDEWALL) �J1.4 GAL.
D 1"f 3 . C
RESERVE LECHING CAPACITY .................... 33�t'` GAL.
,\ -M-1-I ARD
J. 11
N
r» IP. v 0'Hi=Ar'�1 RI�
g No. 27871 0 >
G:O
r:nL LFti
FORM 9/9/87
�^b�aoN L�c„s
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Ov
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LOCATION MAP`
LEGEND
EXISTING SPOT ELEVATION 00X0
EXISTING CONTOUR - - --00- - - - - - -
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR rnr 1
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT (�>
TOWN WATER W =_ W
CATCH BASIN )�1
GENERAL NOTES:
L ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF /ARrtourti RULES a 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-10
LOADING UNLESS THEY ARE UNDER OR WITHIN
IO 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 32 SIDE ZO REAR 2_ o
APPROVED BOARD of HEALTH
DATE AGENT
PROJECT LOCATION: Lo T.: ZO
D21; TWOOD I_At` C- A CEACH I—M-167
APPLICANT: -
L and Use
TecMobgy, Inn.
FORMERLY R. ✓. O'HEARN ,`/NC. J
Engineers - Lond Surveyors - Sanitarians
35 ROUTE /34 - UNIT 3 - P O. BOX 237
DENNIS, 1W4.
"1ee1"SOUTH
e•en
REVISIONS.
s'=k
m 197
C�yF e•.aea 'C.`Cia 1
...
a,reenuu. Ufa''
-
SCALE: _.1. 30
DATE'..
DR, BY,
APPD.'BY:
JAG
JOB NO.:
•;q-�I�}
SHEET t OF
FORM 9/9/87