HomeMy WebLinkAboutEngineered Plan - Rev. 1986_ I �
SOIL TEST 20 FT, MIN.
TOP OF FOUND.
-7Q OT r'r<) EL = IGi • 10 FT. MIN. kG
OBSERVATION
OLE
OBSERVATION
C I (pD
0 E
2
OBSERVATION RVA
TION
HOLE
3
DA D i
TE OF TEST. DATE OF TEST DATE OF TEST CONCRETE
WITNESSED BY E2, ??yhi)75 r COVERS 4SCH 40 PVC U�illow 5t.
WITNESSED BY U J WITNESSED BY PIPE- MIN. PITCH CLEAN SAND
PERC. RATE <2' I/ 8�� PER FT. CONCRETE ,
MIN./ INCH PERC. RATE <2 MIN./INCH PERC. RATE MIN,/INCH x
COVERS
ELEV = 4 CAST IRON (OR I2,q ELEV. _ ��' ELEV.- e' v
-7i EQUAL) PIPE- MIN. I?- MAX � - v � } 8 rov S
PITCH 1/4 PER FT. o E v +
s C
I brr,�.�1� iii °'• o.: a' '':° 2-0 N
p FLOW LINE ° ...a.. LEVELmelya
`2 o7t _ --ti a:
`�111� n^�°Qiili7�f7J SLag El 7.g d. EL_ 10� J N z
/ � X�rA. MIN. j 0
l f I�el� l��iom) f ink baUrf ����. EL= o �' EL = 0
EL=
b
El
12Z'' - _ l ! o�'' i✓I - 3 (tj
---�•-, �' =
DIST. EL 0 2
WATER AT EL= WATER AT if`1 ELy WATERAT EL- BOX D EL= c1,1
LOCATION MAP
1(9(90—GAL
SEPTIC 1' PRECAST LEACHING—
GALLEY
EACHING I` `
TANK G LLEY OR EQUIV. ►II IIS 3/2 �o LEGEND -
bri I"� f C+LVA' �e{ EXISTING SPOT ELEVATION
4.1 �c Z -O 00X0
EXISTING CONTOUR ----00--
FINAL
---00--FINAL SPAT ELEVATION 00.0
j PROFILE OF_ FINAL CONTOUR pO
BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL= 3,1 SOIL TEST LOCATION
SEWAGE' DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE (� /�/ ;) EL = 5,Z)
NOT TO SCALE
TELEPHONE POLE -0•-
�.
�i,. - I HYDRANT
GC,1�_
it x l TOWN WATER—VV--- W
'- I
Il4GK P !Nv CATCH BASIN®%
FRAME & COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND WHICH ARE TO BE MORTARED
IN PLACE
�. GENERAL NOTES:
no, 0U , 2 LAYER OF
2 W ,E I.
� I 1/8" I/ ASHD ALL WORKMANSHIP AND MATERIALS 'SHALL
l.f;/!r K- x�I,iF i c.. �•:. STONE CONFORM TO D.E.Q.E. TITLE 5 AND THE
�� TOWN OF Y�rmnl�-
I 1 I u--T--�- ►� RULES & REGULATIONS
�ll��•j l,Uj ��" .�o � � I a FOR T
� 71m
.�G�j � -'i — HE ' SUBSURFACE DISPOSAL OF SEWAn. �� I e l) a Ii`ZH� �s / ' t it Ir
lQ
GE
-►I IL /ff 6 0 0 0 - 2.ALL COVERS TO SANITARY UNITS SHALL BE
- -
BROUGHT TO W
s I — I a � (THIN 12 OF FINISHED' .GRADE
L; (- -( \ 0 3/4"- 1 1/2" 3.EXISTING AND FINAL GRADES SHA
v WASHED STONE LL REMAIN
� ESSENTIALLY THE SAME
IL_� ICZ',"�'.'' I ( !- _- - - - - - - - - - - - - - - - ° p o 4.NO DETERMINATION HAS BEEN MADE BY THIS
PRECAST LEACHING OFFICE AS TO COMPLIANCE WITH TOWN
f
-- J e,� Cz - -
1 24'� DIA GALLEY OR EQUIV 0 NG REGULATIONS. OWNER /APPLICANT IS
E, Z N I
yett . CODERS SUCH DETERMINATION FROM
� ( TO OBTAIN
APPROPRIATE: AUTHORITY.
J
PLAN VIEW
2.75' 4.0' 2.7 5'
5. THIS1 PLAN IS VALID ONLY IF IT IS STAMPED
r I O I:�f �' "'D'�-�`r - AND SIGNED IN RED. THIS OFFICE ASSUMES.
FRAMES & COVERS SHALL NO RESPONSIBILITY . FO,R INFORMATION CONTAINED
N BE SET WITH MASONRY UNITS '
9.5 ON COPIES WHICH ASO NOT HAVE ORIGINAL
C WHICH ARE TO BE MORTARED
STAMPS AND SIGNATURES
I N I\ IN PLACE 6. A
LL COMPONENTS OF THE SANITARY SYSTEM
5
INLET °.. �. . .
LEACHING CHAMBER GALLEY
SHALL BE CAPABLE OF WITHSTANDING H-10
3 MIN.
LOADING UNLESS THEY ARE UNDER OR WITHIN
6"MIN. �. OUTLET
\ NOT TO SCALE 10 FT OF DRIVES. OR PARKING AREAS. H-20
%i%�/ FLOW LINE
2 MIN. -� LOADING SHALL BE USED UNDER OR WITHIN
REMOVEABLE COVER
i 1 " a 10 FT. OF DRIVES OR PARKING AREAS
IO M►N. OUTLET TEE
OUTLET PIP
i �1G'4i `` � Il (� AS REQUIRED
e:7; ' ='= LIQUID DEPTH TEE .DEPTH -
/� BELOW FLOW LINE
i�,/ T
��_ 4 FT I4 INCHES/ ! MIN. FRONT SETBACK
i 1 L- '�� 1 5 FT. 19 INCHES INLET a•OUTLET
�r�o
�,,, f� /� :F' _ 4 FT. MIN. FLOW MIN. REAR SETBACK 20
N,
/'/`/,.//`
i/,'/!2- _l/t"'(7 N LIQUID 6 FT. 24 INCHES �'� ' �' LINE �
I MIN. SIDE SETBACK
i/ / , , j� ',� {'- DEPTH 7 FT. 29 INCHES —�
!✓ -.;�i "/; j �j 8 FT. 34 INCHES ° 2" 6 APPR V D D OF LTH
r
:j � �i moi/ j i _ - I - .p• :O-• - .
i
INLET D E
rNLE TEE PROVIDED AGE
-• c' .`• 'tl PER SECTION 15.10.2
TITLE 5
PROJECT LOCATION:
N0. OF OUTLETS! Lof ?O Gro free'
c.1 r.12 CROSS SECTION VIEWr
5au+h Yaj I�ou-#t-1, MA.
SEPTIC TANK DETAIL DIST BOX DETAIL APPLICANT:
DANIELUll..IV
. NOT TO SCALE NOT TO SCALE ,L//r\� N
,Avo 7 t . �
_ {� r �` % ,tom• /. /� / %
J ,+I /'7 J ♦. /l.J� / %.. _f y'' C.�
_ fir. jJ �f /J G
.� < d id' ! i
L L CC lq- 7-11-Y -1 Ir 10fliv
DESIGN CALCULATIONS Reg. Land Surveyors Req. Sanitarians
35 ROUTE 134 - UNIT 2 - P. O. BOX 237
h NUMBER OF BEDROOMS SOUTH DENN/S, MA.
GARBAE DISPOSAL UNIT
TOTAL G ESTIMATED FLOW'
4
GAL/BR / DAY x _ BR.) 'ZZO GAL./ DAY
REQUIRED SEPTIC TANK CAPACITY
4Y .t'' :�4r5ti 'J •r TF�i.!•.,.. .,':I .f., `.
- - ACTUAL SIZE OF SEPTIC T N K GAL. ?r
�, GAL. •
ter; ;•
LEACHING AREA REQUIREMENTS : 12 SIDEWALL AREA 2.:5 GAL./S.F.
BOTTOM AR EA I > GAL./S.F.
LEACHING CAPACITY ( BOTTOM SIDEWALL) GAL.SU
f I tt•
I:0 +'2 x X `�, 5 x 2, y �� + ��� 28C� REVISIONS
z -Io- ,�
RESERVE LEACHING CAPACITY
22C) Gq /� ` �*c `a;\ SCALE:_
V� L .3�/� �(�� ��.� OF 1 n I�� Id' DAT '
�t'�'�"�4
RICHARD �, � 1 cg � DR. BY ° 1^nC� �Z A PPD. BY:
} I...
, �• '
-
�j Q�
E E -T I OF 1
JOB N0.
( T
S H
�wc
FORM II/6/ 85 w.