1994-060 Notes
- NC) Veh I C U Icr gaff IG Over '.an k5 - Wecxtherproo; box to ccntath 230 V separate
single power source -;or pump and diF�cre n-
tlaI Z(tch.
- Separate Glrcu+t 115v source required -for
Metal 1;4-Z (alarm - alarm unit must be located
location Stake In house,
L um .0nd_5bJ��tc.h
• _ �leazheYproa� �7ox
1z' pprn. nuyrbe 5 are 1
p mis
1' 3"heaa across-Coil K
0utl ei.
le--V, ! Tr vu - U� r
rT
Li �d c�ec, aIve Lc,be unto
Y s_La,led 517
to permit
backdra,n r 4 4 aut l e
een
=:f �'alas c�-�f�larm SWltch valve ,
Set on- 17" 11.1 Continuous
Set level oily e; G2-G Fump5witch : slope up
. '`:... •}-'.i .:tea':`.., '.a q` �%ushed JI.Q(le `"^., ',`
J et OY) IG -ofT' 7z i Q
Pu m p L�!E 03 121�1
Set pump on3`z' block '
2_1
vU5EPTIC TANK
d250 9Cd- Seamless
Fu^k T M IL L EFL / \� /
or e9 u I v,
.: PUMP TANK
r 1A
o fM �!ER IOOOgaI seamles5grenee trap
- ill tanK openings mast be woteYproofed te) prevent Ppfy or equ1�.
groundwater rnflltratlan,
Engineering Details FfLE COPY
�� ON-31TE. SE WAGE SYSTEM
=-F seasonal high ground water Is higher thQn 2,1 1n. below < M „y 'r
�. f A 5ca1� as Shown
to o- urn t�onl; tanl� could Float at end o um c cle. '` b� r 1s - 1 1s
p I a J � � �` , Mar 9 A-
f
5o aal` mu 5t be rc perI an ckor ed, A I (//_��� ^ (�\� rc I 1
MICR/ IEIw � JO N DON 4 &,.�.4....LY
s � "T
�eeIye RcJ. rl. ( n 5by 5h ( 0`3
Ynedurn C=,
Sand barrIey-
f aAe r Laterals
6 Topsoil —�— ---
Blend
Weil
Bed /g O2egat�_- GUJ�<-
y
t_a erals gone Icz er
Torre main
5ED LAYOU T. � FROFILE
TEST HOLE DATA (7-28-53)
U-- 4" Topsoil
- 24" Loam e 51 It
2+ - .3z" S Ity sand (trace elay�
\ � - 32 - 72" 51Ity clay
- Hole spacrnc�s - Water trace at Go"
-Holes Facedown C I-
N st v n e o�FofE�s!a,r,l�.
Level around a L �s
2'"pressure deed r,..
Mangy Fold
F,dlust flow tv '.5 ft. nglneersng Details
End cap SYSTEM
head' �•I i) at mQ Mold ,cni ON-31TE SE WAGE�. as shown
t -
Mar '94
LF`1"1'OUT MICHAED, JOAINJ DONNELLY
eelye Rd. Tn, Q nsby 1 51-12or3
NOTE:
- ,SKetch from map by EDWAPDEPPICH 11-?-Z-93, not for survey purpose
Remove cold leaching device
Sand fill to have pre- pey,c rate 5- io mtiv�/in
Mound to be grass 8&Lded maintained
� i n �t No vehtcular troSs on or mound
All todets to he 1.5 qqal. �per f lush rom.
- All shoujer heads � do�r,estKic faucets restricted to 3.o gpm. rnax.
Seu»r line Slope 1/4 /ft.
A
Future ti
G arage
0
House
v
J"
Engineering Deta+(s
®N-SITE. SE WAGE SYSTEM
f✓ scale: as Shown J¢? o ( (3
pG r Mar `9+
_::.:,...:. 8eelye Rd. Tn. Qnsby 5h,3ci�3