HomeMy WebLinkAbout39 Vinebrook Road - Sewage Disposal System;x?
-- — _ --- WATER AT EL= BOX
�000 GAL o a.
p LOCATION MAP
SEPTIC PRECAST LEACHING o a
BASIN/ GALLEY OR I L= �I 1
TANK EQUAL LEGEND'
12' Uq
EXISTING SPOT ELEVATION OOXO
EXISTING CONTOUR - --00- - - - - - -
FINAL SPOT ELEVATION O.0
PROFILE OF _ _ _ _ FINAL CONTOUR 00
BOTTOM OF TEST HOLE "EEL - t%7 j SOIL TEST LOCATION
SEWAGE DISPOSAL SYSTEM
ADJUSTED GROUND WATER TABLE { / / ) EL = TELEPHONE POLE O
NOT TO SCALE
HYDRANT
loo.00 ; TOWN WAFER W. _= W =_
CATCH BASIN (Iffi1
L' FRAME & COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND7 WHICH ARE TO BE MORTARED
\ - - -- IN PLACE
� \ I
GENERAL NOTES:
4-1
,0 21 \ 2" to LAYER OF I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFO
ND THE
���...�—ovoo;_oo..< - ° d�o:e% ,I STONE/2 WASHED TOWN ROF YA-M TO 2_MbUI TRUCES ITLE 5&AREGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
4: I, 4 0 = 2.ALL COVERS TO SANITARY UNITS SHALL BE
1 c �f BROUGHT TO WITHIN 12° OF FINISHED GRADE:
° 3/4°- 1 1/2° 3.EXISTING AND FINAL GRADES SHALL REMAIN
>_�; WASHED STONE
ESSENTIALLY THE SAM
L O ww 4. NO DETERMINATION HAS SAME
MADE BY THIS
- [.:...._ - L= ��_� - - --- - !� -- \ 'x• _T„ - _ - - -I Imo D OFFICE AS TO COMPLIANCE WITH TOWN
- -- _-._.--- _ PRPr44T I FAr,HING REGULATIONS.
OWNER/ APPLICANT IS
/ – 2 ZONING
J
:, J'LLicY .OR Nl GiAiSri .:n _.L.Nv";
2•� I ,, z.-1'. ,�.,., / �. .....: .. -.:,.: _, 0. L... �.y „. _ : _. ..:__ _ t i .v P. �I luiv J,.(Uivt
F aUA'L APFIRORRIATE AUTHORITY
PLA VIEW 5.THIS PLAN IS VALID IF IT IS STAMPED MPED AND
SIGNED IN RED. THIS OFFICE ASSUMES NO
FRA:: _ & COVERS SHALL I - -
RESPONSIBILITY FOR INFORMATION CONTAINED
BE WITH 'MASONRY UNITS r7 �'r• _
ON COPIES WHICH DO NOT HAVE ORIGINAL
WHIT ARE TO BE MORTARED -- -- STAMPS AND SIGNATURES
IN E
6. ALL COMPONENTS OF THE SANITARY SYSTEM
�.._ SHALL BE CAPABLE OF WITHSTANDING H-10
�n" o LEACHING FACILI I LOADING UNLESS THEY ARE UNDER OR WITF?IN
4) 3 MIN. OUTLET
�/ 'G / 6. 2v Z•. �j r 1.
16"MIN. ° NOT TO SCALE 10 FT. OF DRIVES OR PARKING AREAS. H-20
Z. w P^..., 11 T7% \ -,., LINE - ._� LOADING SHALL BE USED UNDER OR WITHIN
2 MIN.
—�— '- 10 FT. OF DRIVES OR PARKING AREAS
c- 4, 0: / / / ;' (1 ' l L c
10'MIN. n: ` TLE COVER
9 / (' r OUTLET PIPE _ 7. SETBACK REQUIREMENTS (MINIMUM)
J11
\ '\ r r1J 1 d AS REQUIRED FRONT ';c SIDE –'a REAR 'o
r. / IG • _.r.
APPROVED:
OVED: BOARD OF HEALTH
LIQUID FT IN. o INLET , LINE 1 1 -FT
FLOW 1
/ i y DEPTH 1 1 C —.
/ l – ®� DATE AGENT
`'/ , •h / n 1 _ _ I 2 - I PROJECT LOCATION:
• I .�i'SI' l�'i :-.r 'LC �i�.�r_? L%LU < 1/I ``i l_i..- ",:
_. D Y�(ZMOJ}} t N1/ ._ L
�-
�<... o a.. INLET TEE PROVIDED
— PER SECTION 1510.2 APPLICANT:
F° � • TITLE 5
o v CROSS SE :.-ION VIEW
OUTLET TEE
.y N0. OF OUTLETS;
—= — �.::.. Y-_.
LIQUID DEPTH TEE DEPTH
SEPTIC, Ti NK DETAIL BELOW FLOW LINE
NCT TC :,GALE 4 FT 14 INCHES DIST. BOX DETAIL
5 FT 19 INCHES NOT TO SCALE /
6 FT. 24 INCHES I U rl I I .DuV� )5
LoT Iq 7 FT 29 INCHES 8 ;�•> �y:_ -z� � . , �; - ;
8 FT. 34 INCHES ' LOc • i,_ -, s'- , 4vi F <'ili of Au–
DESIGN Ct _CULATIONS Engineers - Land SUrveyOrs - SanitcrlOns
m 35 ROUTE 134 - UIV/T 3 - P O. BOX x'37
NUMBER OF BEDROOM✓,S 41-
SOUTH DENNIS, MA.
k+r.
\ GARBAGE DISPSAr u` - !c _ V
TOTAL ESTIMA�TEG Fi_ RMSIONs
_BR.) +-:, _GAL./DAY
# LrJ� T7 'TJP4c�':"F,�•r• � r.:oT ,/S 1"�C?U2. { GAL/B i DG
REQUIRED SEPTIC TANF: 4PACITY.. .......... t,�2 _GAL.
' \ ACTUAL SIZE OF SE --T !,'vK-
I c.0,:
GAL.
LEACHING AREA R..C...: I�Ts ..,;. ,.,.•_
z
r
r
SOIL TEST
" TOP OF 'FOUND:.
'O FT
EL = 10 I I
10 FT... MIN.
OBSERVATION
HOLE I OBSERVATION HOLE 2
OBSERVATION
HOLE 3 "
DATE OF TEST
-T:21-qz DATE OF, -TEST Zr-`1z
DATE OF TEST
CONCRETE--,
COVERS
4' SCH 40 PVC
I
'
WITNESSED BY
D.NI WITNESSED BY D
WITNESSED BY
/
)
PIPE -MIN. PITCH
CLEAN BAND
4.
PERC."RATE `Z MIN./INCH PERC. RATE MIN./INCH
PERC. RATE
MIN./INCH1/8"
6r•
PER FT.
CONCRETE
ELEV.= 99 .z ELEV= q`�.G
'ECFV.=
;Q
4° CAST IRON (OR
EQUAL) PIPE -MIN.
12
MAX
_
COVERS
� PITCH I/4PER FT
`
• f
- TOP t SUBSOIL
\
- TOP e sues
7r 1.
.,
d. o. o..
:,.
2%
MIN.
I14 --L—
FLOW LINE—LEVEL
a. m..
/
p'
EL= 92,0
0
10'
=N_
MIN.
—
Z
-
EL- S. C
�. r�ry-`EL=
i
a 0
DIST.
EL=IZ , o
d
3z �w=Be.Z
s. CL_L17,
;x?
-- — _ --- WATER AT EL= BOX
�000 GAL o a.
p LOCATION MAP
SEPTIC PRECAST LEACHING o a
BASIN/ GALLEY OR I L= �I 1
TANK EQUAL LEGEND'
12' Uq
EXISTING SPOT ELEVATION OOXO
EXISTING CONTOUR - --00- - - - - - -
FINAL SPOT ELEVATION O.0
PROFILE OF _ _ _ _ FINAL CONTOUR 00
BOTTOM OF TEST HOLE "EEL - t%7 j SOIL TEST LOCATION
SEWAGE DISPOSAL SYSTEM
ADJUSTED GROUND WATER TABLE { / / ) EL = TELEPHONE POLE O
NOT TO SCALE
HYDRANT
loo.00 ; TOWN WAFER W. _= W =_
CATCH BASIN (Iffi1
L' FRAME & COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND7 WHICH ARE TO BE MORTARED
\ - - -- IN PLACE
� \ I
GENERAL NOTES:
4-1
,0 21 \ 2" to LAYER OF I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFO
ND THE
���...�—ovoo;_oo..< - ° d�o:e% ,I STONE/2 WASHED TOWN ROF YA-M TO 2_MbUI TRUCES ITLE 5&AREGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
4: I, 4 0 = 2.ALL COVERS TO SANITARY UNITS SHALL BE
1 c �f BROUGHT TO WITHIN 12° OF FINISHED GRADE:
° 3/4°- 1 1/2° 3.EXISTING AND FINAL GRADES SHALL REMAIN
>_�; WASHED STONE
ESSENTIALLY THE SAM
L O ww 4. NO DETERMINATION HAS SAME
MADE BY THIS
- [.:...._ - L= ��_� - - --- - !� -- \ 'x• _T„ - _ - - -I Imo D OFFICE AS TO COMPLIANCE WITH TOWN
- -- _-._.--- _ PRPr44T I FAr,HING REGULATIONS.
OWNER/ APPLICANT IS
/ – 2 ZONING
J
:, J'LLicY .OR Nl GiAiSri .:n _.L.Nv";
2•� I ,, z.-1'. ,�.,., / �. .....: .. -.:,.: _, 0. L... �.y „. _ : _. ..:__ _ t i .v P. �I luiv J,.(Uivt
F aUA'L APFIRORRIATE AUTHORITY
PLA VIEW 5.THIS PLAN IS VALID IF IT IS STAMPED MPED AND
SIGNED IN RED. THIS OFFICE ASSUMES NO
FRA:: _ & COVERS SHALL I - -
RESPONSIBILITY FOR INFORMATION CONTAINED
BE WITH 'MASONRY UNITS r7 �'r• _
ON COPIES WHICH DO NOT HAVE ORIGINAL
WHIT ARE TO BE MORTARED -- -- STAMPS AND SIGNATURES
IN E
6. ALL COMPONENTS OF THE SANITARY SYSTEM
�.._ SHALL BE CAPABLE OF WITHSTANDING H-10
�n" o LEACHING FACILI I LOADING UNLESS THEY ARE UNDER OR WITF?IN
4) 3 MIN. OUTLET
�/ 'G / 6. 2v Z•. �j r 1.
16"MIN. ° NOT TO SCALE 10 FT. OF DRIVES OR PARKING AREAS. H-20
Z. w P^..., 11 T7% \ -,., LINE - ._� LOADING SHALL BE USED UNDER OR WITHIN
2 MIN.
—�— '- 10 FT. OF DRIVES OR PARKING AREAS
c- 4, 0: / / / ;' (1 ' l L c
10'MIN. n: ` TLE COVER
9 / (' r OUTLET PIPE _ 7. SETBACK REQUIREMENTS (MINIMUM)
J11
\ '\ r r1J 1 d AS REQUIRED FRONT ';c SIDE –'a REAR 'o
r. / IG • _.r.
APPROVED:
OVED: BOARD OF HEALTH
LIQUID FT IN. o INLET , LINE 1 1 -FT
FLOW 1
/ i y DEPTH 1 1 C —.
/ l – ®� DATE AGENT
`'/ , •h / n 1 _ _ I 2 - I PROJECT LOCATION:
• I .�i'SI' l�'i :-.r 'LC �i�.�r_? L%LU < 1/I ``i l_i..- ",:
_. D Y�(ZMOJ}} t N1/ ._ L
�-
�<... o a.. INLET TEE PROVIDED
— PER SECTION 1510.2 APPLICANT:
F° � • TITLE 5
o v CROSS SE :.-ION VIEW
OUTLET TEE
.y N0. OF OUTLETS;
—= — �.::.. Y-_.
LIQUID DEPTH TEE DEPTH
SEPTIC, Ti NK DETAIL BELOW FLOW LINE
NCT TC :,GALE 4 FT 14 INCHES DIST. BOX DETAIL
5 FT 19 INCHES NOT TO SCALE /
6 FT. 24 INCHES I U rl I I .DuV� )5
LoT Iq 7 FT 29 INCHES 8 ;�•> �y:_ -z� � . , �; - ;
8 FT. 34 INCHES ' LOc • i,_ -, s'- , 4vi F <'ili of Au–
DESIGN Ct _CULATIONS Engineers - Land SUrveyOrs - SanitcrlOns
m 35 ROUTE 134 - UIV/T 3 - P O. BOX x'37
NUMBER OF BEDROOM✓,S 41-
SOUTH DENNIS, MA.
k+r.
\ GARBAGE DISPSAr u` - !c _ V
TOTAL ESTIMA�TEG Fi_ RMSIONs
_BR.) +-:, _GAL./DAY
# LrJ� T7 'TJP4c�':"F,�•r• � r.:oT ,/S 1"�C?U2. { GAL/B i DG
REQUIRED SEPTIC TANF: 4PACITY.. .......... t,�2 _GAL.
' \ ACTUAL SIZE OF SE --T !,'vK-
I c.0,:
GAL.
LEACHING AREA R..C...: I�Ts ..,;. ,.,.•_