HomeMy WebLinkAboutpg 2 Approved 5.15.2019, final revision 4.8.2019, received 4.17.2019 - Approved Septic Plan - 61 FOREST STREET 6/4/2020 -DEGACM MALYWES
ESTIMATED A_ffi 112.FLOW: ` s® u
RECORDS)
BEDROOMS ,110 GPD/BEDRO 440P (STATE RE)
F NK VOLUME
DESIGN 3 PLACES
x
VV
LEACLNG AREA REQUIRED 002 t � _-.
7
t
,a *r' —EXISTINGACE
S -" PROP.CI COVERS«-GRADE
,PRO .
CONVENTIONAL SYSTEM1021
_LIZING(NOT FOR CONSTRUCTION)
NT
d
LEACHING BED
OF— ,O ash.R#�_ �. - ' \\ _ _ €H
€.x v
LMA
rn
-` APER PLAN
1 _ GRADE
�' �o�tj
E �G AREA.PROVIDED: -�. Nl ��� - �
= 9
UNITSLEACHING FIELD CONTAINING NFILTRAT R OUICK4 PLUS STANDARD LP
R a R,n r 4 - _ `'s .met.,_ 977 I,- � - �
s`
AL
EFFITNE LEACHING AFEA�4,73,SF/PER L F.OF NFILT R(BOTTOM ONLY)
qM
,-INSPECTION PORT 0
4
yu
cpus"Ec
- _
_ }
STY) 417NE COMPACTED u
' -- '� #me A w CA
wwt
F
PLAN. SHEA
ST�DNE ACT�Efl AS SHOWN ON
- - €_-.__- - __.- -_ - - - s
SITE R
2,
00
SYS—TM PROFILE#2 CRUSHED STONE 1C,tPACT D BASE
COMPONENTBELOW FOR SPECIFIC .. NCTES; SECTION VIEW _vs-r
CisNCREIE: �_ CS.MINIMUM AFTER28.ate S. '
? va TWO50
2 DESIGN CONFORMS rs s ' _ -
Ty
TiTLE 5 REGS,FOR SEPTIC TANKS AND NORTH .--`
A DOVER 60 REGULATIONS(CURRENT EDITIONS) SEPTIC TANK(MONOLITHIC)
GROUNDL f
rSYSTEM Fc �# _ . __. _.
ST o R= GALLON
TO
SHALL NOT BE STEEPER THAN 51, A MINIMUN 15 FOOT HORIZONTAL SEPARATION
DISTANCE HALE _PROVIDED BETWEEN THE SOIL ABSORPTION.;ON AREA.AND
THE FINISHED 31DE SLOPES OF THE PROPOSED SOIL ABSORP m
ADj CEN DOE SLOPE. -. �ffi �
GRADE L ,
_
1 F
4 i
,A
i 0 _-
m
% / #77?A TOR UNIT A ,
�_ 11a;,',`c Ems€ � �' >., - #—�-.�S STANDARD r.. �€
r I
- -
f
$ !"`FL -` =€,i TOP
'YTS ,7-' SECTION VIEW
r ' -
PLAN VIEW 3
0 0 ,V. .—
USE CLEAN AN s`-ILE 5 SAND „` ,x S`-` _ - ,fit—.� ol'_' - S��t � Ear
a
WEI
BETWEEN INFILTRATOR UNITS
ZLu
,=#
�,. -V t '
4=.���_,�t� �FOOT r ___ REMOVE� „� � '�° NOTES: mac. e ,�,,
T T. T _,_ T m_z,-,.-,.- 4 - 771
TABLE- 2 ;. _
AND�- SEASONAL `rv`-�-'fOu s#...�-"�3.� ?t-'R PROVIDE."}.F CRUSHED ST tom#=`SE - S
310
e-4, _..-'#x - --F'--i•T s „, # i-€ ., - - - - _ _ _ ._ ....,�.`S�, _€> i`#,.Wit= jT=` .S.`I``.__.-.k --ti
# eTITLE
CURRENT REGS,FOR DISTRIBUTION BOXES, 0-BOX TO BE"TERTIGHT
.O> C11
MECHANICAL COMPACT
c_1ATEAK OF
i INSURE TO LEVEL/
-mod-. \# ``, s' # :, €.�-' E .€f _�.,� «..� -... _ ---._ __ -..- _-_ D-5 Xs E. -
_
€
NOTE A MINIMUM OF 9"OF C01
TO BE-PROWDED 0v LQ it
y'
ea y- _ c�cPPC TANK _
a ICY
-.d,.s -
TO SCALE
Ewpov of--=: --
tt
YE,
ALL PIPING TO BE A MIN.OF SCHEDULE 40 PVC
IN 0
: m a€r - �<_EE TYPE MAP _N � � 0
GRADEWE 3'OF FINISHED Lj '
—COVER TO GRADF 0, a n -
tr FINISHED
�z;
z
- st,f`- �-£r�,€-.v<s�•.#`Y•�E€z - n - - � - r= -
m_ k
3'RISER TO GRADE,\
r To w Lam�a
-210 A" I
WATER
a g w, fin, 1 ,, ,N SOL P ,•a= ,,t
s
BREAKOUT
g ' �C
MAX NCLUnING TOP SOL
3
e
Lk z
€
._-.:�.e,` € e f?- ,�° CRUSHED,-� - - ,tom _'�' -=#t i -` - - -trr�.?t,-,,_
A100-MOBIAT STONE BASE
\ <— of ;`_ p �-_� DETAILS _ ill 1 -
n
s
t
--- --... r-- v
WATERTIGHTe
\ x r �
- _ L- "jj' Ems.= SASE M ,ar.= ,6''CRUSHED STONE BASE D-BOX TO INSURE LExv-EL/ - #
s
_
RATUR CHAMBER
RRM BASE
1500 GALLON CONCRETE
..,TC BLDG-
EQUALIZERS ru a
k NOT TO SCALE
- -
SEPTIC TANK(MONOLITHIC) O BE P D ' ALL ,_ S_ON I. _ = rC ,_N ry _
INTERNAL _U=LIN
20'MIN,TO BLDG. OUTLETS FRO. D-BOX
- R -
it 2019'
TAGAI H10 - CT PORT DETAI -11 L
O.