HomeMy WebLinkAbout33.234 - Site Plan and Sewage Disposal System (3)1nJv�t/i e -?I / o o
/D:3/LC ID.OS ' o
ELEV�s was ed
. ����Gyl%S/aD.i// ZX stone
Z D
3/4•+a I/ esign Flow: bedrooms Cagy //O gal/day - 3_ gal
Washed 2 Sept Ic Tank: 3 " gal. x 200/ gal .
zxs nf!— Use I500,Gal. Tank
_ 7: — = Leach i n Fac i I i t"'
g Y � �! � � G �/J.1�,F/t�fo'�-
LEY Low Bottom: X 45 X
d S" Sides: 2 _'f_�fss'xas�%vx�7f/'r,�=}/
�F1 FLS s
TOTAL Ga I .
P,dj. G.W. Note: Garbage disposal is not permitted with this design.
ELEV5 use b cruslh ene 12.
tinder D -Box Septic Tank and 1�,Z,7Xg,�i<�gr%�
DIe+. 741"l -
1500
o/ '
500 Ga I 1000 Go l Ion Box Leaching Fooi I 1 ty
Septic Tank Pump Chamber
Monolithic Monolithic
SYSTEM PROF I LE
No+ to goal® I - 13 AUGER HOLE
l�
L OCA T Qlkl [V, F
Assessors hlap 33
Parcel 232
Area 71500 65F
TEST I-0LE
1 oafv4St�rnd
_/fy /1
,� jA t1Cr6"E E.
7. YK
n
2v—
IE
I
DATE: a/ `��r_
FCRr ORMED BY: r Ovc J
W I T E r F.
t��\ Cis f_`.>Jr �.,R1,. 4ii".-!a {A
- i TES D:S1G�..�i FAT 1-- f!2' rr.In /in
I .) EXISTING CESSPOOLS ARE TO BE PUMPED AND 11
BACKFILLED WITH CLEAN FILL OR REMOVED. �r•C(tl1Gn5 c�(:�vUafE 1 E,,', `�t`F'f rr i
0.00+ •{ jCt' :..
,i / 2,) UNSUITABLE SOILS ARE TO BE REMOVED FOR `'
0 0 1 3eiicLi/L � d E i `' 1 r, I v r%i +� l �r r P
5• AROUND LEACHING AREA AND REPLACED `
/�/�las �al< /oma /Yu/�-✓L /,p/ar�i �7t S C o< eirira�2. AF^.< s
0'00' 7p ITH APPROVED FILL MATERIAL.
�ro�ofcd
3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL s t* I
l ovtG BEFORE SYSTEM INSTALLATION. Gi�i�J�.�•�3-tJ�°,I.* iE7F -4)J. �II ;,rl-'o<•' ii
33-x �tsfi��vvsG - _
Q �.. 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION GrcRtct+?pa's t 6-' S
36.. � l00 PRIOR TO BACKFILLING.
1 • 2 2 - no ,< � 00 5.) DISTRIBUTION BOX IS TO BE WATER TESTED ATy..
THE TIME OF THE BOARD OF HEALTH INSPECTION.'WATER
I
I O f_/G. S -S C n loci ''-y ,+-"' t `'{1^' e—^ r'
�e r4; ,., S .) ALL AREAS D I STUBBED BY CONSTRUCTION ARE I l € D 4, A 1
33-- s +� �' z�3 ��s TO BE GRADED, LOAM COVERED AND SEEDED. C' M i
�, g S G r o u n d w a i e r i , t.1 n
/iv Index WWI I /'4:/�
1 u • x � O �r�i ' r — �--_ � t 63 �g i0 n o
--
/ 67 ; i �e`� pos � ewe � r4 �X,J,.n k' Adj. G.W. aE:p } n
�� 1 92 • CI O.a ^ O ;'rr , 1 I <�� � �, !ti �o6c �'2.-noucd f
14 xK E4"aTr !t i kE".' Ya•�<Rt
1
12-
941
2941 MAIN STREET SO. HARV I CH MA O?F£ 1
q q 8r/ 7t, 1
6q8 o � 32-2 S 7
68+ I I J { S/TE FL/" -N A SEIVAGE DISPOS/L SYSTE11 IA YXi?1'11*�.�'U Th"
�(J (V 2.61 4�%i3OVG 4 40;�r�s _5., t�r j.,�
88+ �.. FOR
�xs� �y CO. l
0 Op` i �'I n�rjY ' / /
I
f-...�' � /' `�` ROBERT L. R YS TER ,
18•29�, ~LSC' rC f�c „%,: %''` = /'.ter t ✓r
r ,�Q1�1!
20 HOPE TOAD ' '�'i1 r°:Qf��
1 7 4 = n ll fnr PROJECT: Qfr 2.2 SCALE • 1r " -20 DA T • 4
@ l* C V F
/d
PUMP
IP
I
� /
— — — — — — — — — — — —
I )
Submere 161 a Pump -/f%/rl f��`%/jv/oihs�JiG
�I�G_.fi�,PfO�
. •8�B �G»�••iii9
— — — — — -
2)
2' Check Valve - Cost iron or PVCGa�
ae} In horizontal poat}lon
�
--
3)
Alarm Panel
4)
Pump Chamber - 1 000 Gallon Tank with
concrete manhole.
snoLr��r'G
CCintG?ri�'�rlG
G.�.RI/J.r1C!_
-
51
Alarm I#o on a separate circuit
from h®.pumump
t
61
.
Piping 1s to be 2•dlam. PVC For Foros main
-
and 4'dlom. PVC For grovlty pipe.
Inspection
r�
Port D�.i� alL
71
Pump Ssquance: o!% /h. Tn/s
al Pump off E1.3.6 �' /1 %
b) Pump on EL.�/yofi/i<.ti.
o) Alarm on E1.1f! /%Ci__e!7/
7./
l�
L OCA T Qlkl [V, F
Assessors hlap 33
Parcel 232
Area 71500 65F
TEST I-0LE
1 oafv4St�rnd
_/fy /1
,� jA t1Cr6"E E.
7. YK
n
2v—
IE
I
DATE: a/ `��r_
FCRr ORMED BY: r Ovc J
W I T E r F.
t��\ Cis f_`.>Jr �.,R1,. 4ii".-!a {A
- i TES D:S1G�..�i FAT 1-- f!2' rr.In /in
I .) EXISTING CESSPOOLS ARE TO BE PUMPED AND 11
BACKFILLED WITH CLEAN FILL OR REMOVED. �r•C(tl1Gn5 c�(:�vUafE 1 E,,', `�t`F'f rr i
0.00+ •{ jCt' :..
,i / 2,) UNSUITABLE SOILS ARE TO BE REMOVED FOR `'
0 0 1 3eiicLi/L � d E i `' 1 r, I v r%i +� l �r r P
5• AROUND LEACHING AREA AND REPLACED `
/�/�las �al< /oma /Yu/�-✓L /,p/ar�i �7t S C o< eirira�2. AF^.< s
0'00' 7p ITH APPROVED FILL MATERIAL.
�ro�ofcd
3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL s t* I
l ovtG BEFORE SYSTEM INSTALLATION. Gi�i�J�.�•�3-tJ�°,I.* iE7F -4)J. �II ;,rl-'o<•' ii
33-x �tsfi��vvsG - _
Q �.. 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION GrcRtct+?pa's t 6-' S
36.. � l00 PRIOR TO BACKFILLING.
1 • 2 2 - no ,< � 00 5.) DISTRIBUTION BOX IS TO BE WATER TESTED ATy..
THE TIME OF THE BOARD OF HEALTH INSPECTION.'WATER
I
I O f_/G. S -S C n loci ''-y ,+-"' t `'{1^' e—^ r'
�e r4; ,., S .) ALL AREAS D I STUBBED BY CONSTRUCTION ARE I l € D 4, A 1
33-- s +� �' z�3 ��s TO BE GRADED, LOAM COVERED AND SEEDED. C' M i
�, g S G r o u n d w a i e r i , t.1 n
/iv Index WWI I /'4:/�
1 u • x � O �r�i ' r — �--_ � t 63 �g i0 n o
--
/ 67 ; i �e`� pos � ewe � r4 �X,J,.n k' Adj. G.W. aE:p } n
�� 1 92 • CI O.a ^ O ;'rr , 1 I <�� � �, !ti �o6c �'2.-noucd f
14 xK E4"aTr !t i kE".' Ya•�<Rt
1
12-
941
2941 MAIN STREET SO. HARV I CH MA O?F£ 1
q q 8r/ 7t, 1
6q8 o � 32-2 S 7
68+ I I J { S/TE FL/" -N A SEIVAGE DISPOS/L SYSTE11 IA YXi?1'11*�.�'U Th"
�(J (V 2.61 4�%i3OVG 4 40;�r�s _5., t�r j.,�
88+ �.. FOR
�xs� �y CO. l
0 Op` i �'I n�rjY ' / /
I
f-...�' � /' `�` ROBERT L. R YS TER ,
18•29�, ~LSC' rC f�c „%,: %''` = /'.ter t ✓r
r ,�Q1�1!
20 HOPE TOAD ' '�'i1 r°:Qf��
1 7 4 = n ll fnr PROJECT: Qfr 2.2 SCALE • 1r " -20 DA T • 4
@ l* C V F
/d