HomeMy WebLinkAbout1989-03-22 Septic System Design Report- - ■'
- • * ''‘•i\ \- ■ • " •. '. ^ ’*'. 5 - ’ .
■:M0¥^■/:
i:- :'^nW<
t .-1
r:!:'.
v;>-. 5^ ■ •■ .■^-M.:-->.
S-P TESTING, INC
I
951 KATYDID LANE
ST. WICHAEU MN 5537$
437.3566
v;/ ..v.^ :.,r
' •/^■•' ■ ■ ■. '-■/
't •
Steven B. Schirmers
*. ;■
•y r.;
March 22, 1989
Lauer Homes
Lot 1, Block 2
French Creek
Orono# Henn. Co., MN
^■' i
2
,. Vi'i
■I
This system is Designed for a Type 1, three bedroom home and in accordance
%#ith the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are typical of SCS soils mapped - AnC - Anoka
loamy fine sand. A seasonally high water table was located at 54",
$0* S €6” in the proposed treament area. The bottom of each trench
must be located at least '3* above the seasonally high water table. In
the area for the alternate site, mottling (seasonally high water table)
was located at 48" & 54". A shallow trench system will need to b
installed 18" deep.
V
The soils at a depth of 18" & 24" in the proposed-treatment area, TH*s
#1, 2, 3# ft 4 have a percolation rate averaging 13.4 min/inch and are
adequate for a standard treatment system;
A pumping chamber will need to be installed to lift the effluent to the
treatment area.
The power supply and switches must, je located outside the manhole and
pumping chamber in a weather proof enclosure. A warning device must be
installed with a light and sound device, this is in case of a pump failure.
(Mercury floats are a good method). The supplv line pipe must have back
drainage to the pumping chamber.
All neighboring wells are located more than away from the proposed
treatment area•
Keep all heavy equipment off of the proposed treatment area before and
after construction as much as possible. The treatment area should be
marked off before construction.
with proper installation and maintenance', this system should have no
problem in treating septic effluent effectively.*
Recommend to pump the septic tank every year if there is only 1 tank
ft every 2 years if there are 2 tanks.
O c / >. X- <-—
i
Soil and Porcolatlon TetU
Septic Syitem Design Steven B. Schir.ne;»
•• tB8/da • - v.
I
4«
£
2r■Tf ’ Nf <0I
‘*Sf r' ^Y“'>.
■m Lyp
mVO1"
"ft 31 V)s Vf
^ w ;tx
O I ))i^
£S A%K
iT?
5 1 .o’r
* ?
/C'i m* /'/
// ^j Vi ^M/fiX*/flA/■irv f:'.
-/#, 111\v.vi ^‘'41 Hi/.:::-
fW^«uc•ao
7 ^5’-*db o
M
• I?3
;t^ .'•■
"■ l .-I* ;• ‘ . V>. _«
W';"f ■
-Ml
;y:; v
.■'r-r
■®' I E• S
1 ^ 11 ■ -W ^ I
e■S 5 o»o11 I. h:' s?| &?ilC %C •' w ^p^lll
JJ s * •_• - O
0.= > 'i:- ;V'jj
* *Cj S ’liSy. •9 tf 0■ W .r\mt)* IM
£3 wj>x» Ir^C ')f
/«*-«r'X i
p. yp •u^0-CX \•H
*i
9
•Oc><. t.r|.\3
S:0
t4c\.cn■V f-\
ot:li •oiI\c. n 3r■v;t TV;
\ .V .9i;f n
uoV /€\SV'o
o —
I «VJ\X **o O.4/
I i
'.V ■N
V t,/'C
ilv/A
ir
•l
S.
j
74f'’;jt'
>■ '•».
<•
I
]
t
1
I
r« %
I-
1
E
f
|i * i
I X 2
0i-°s,
**'^ i'}.
p?:
U
■1 .1
K<
i'i
2
QI‘dV >-u-y.o u ^T.1 <'
•in I
CO sisn
'ffl
T *8ytS'
U.Jjr-.Af (T»-o
£
§s
i
$
^ ?
.■o •«lA &
E
2 £
i uidrididigf
— uO ^ r*. >
. o
■i>
rrf >ij
t •• •
Oa xsri'd -
I
_J
8
p cl 5 *•■*■
-i
b
:5■ - llr-^.:t4
•U >il-
^ V . •
2:
ll|
a
-"J
aoD•ss ■.<V Sa
h-USII•rrr ; as c/3
LJs.n!—“•
X
oi
!l -JtI-J fl.
•ftS ...JU.
*s L-iJ.
gaij-J
il ___U r-r
•*2^..
• r. t’V
■ £
•> n<51 -.1
1'J
<1>
cia s.ai>Ic ..
c
>1
s>.. •■{ b
^•i A\i fL55./>' sSpo: ’:
rSuu>
Vi
. I
V i&!
<0 “ ]5
•5 fh
.N
kl oa
■?
_ 1)
■ j! »' S S
. ,k- Vi-1
t.fi yu cf g*iiM,
II I ia
c
f*
1
O'
J = fmm ...
iiiiik^
ifSl!*^^ ■ ■
sTs
S?'"
f
■I
5...
s ^ ■'
o *
Il> -*
o
IfJ? I p \!
14O \fi ■?.< 1
s;
*1}
(i/ J I o ; i
S.
J ? ?
? .si-,
%
•u t
jI
J
I.2
"il
S'"
*o;^ oi 0 .-s■Xmico,i2£/- --
cni gas !!t,OJ<t ?
£0; c
4i .1 :
:XUlcnJ)
/
V-A
wi y£l
j:1'-
UJ
tAr>o J JzJla:
3
2 a :
\-l f.
J*
u
<2
jS
o
O
Q
I
•:5
I..
2? !
•iV' i
•S §4 - S IS
. Vi a .?- ii" •? ■
sissh
‘5 Q •?• C.I 'I 2
?w
i § ^ if i I 111 ^i
! k ^ : i
^ I -
■° s i
I
■a
ii
<\>
2
i=
J 1 I >
o g 1:
5 ^
*/>
'■ .?
9
Si J
i “<» 2: ~ o 2 '-
IK 7 * $ S ;•- ^ ^.2
■»? \.| - I S I 'I .“ ktf -! H'%\4 .% t 7 V ?^.. 7:
a a;.',;c=o ys s '4 “V: il
‘I ^ V O V)' 2 - -3 2 - &5 32
>7' ■>:'
w»-i I I . . S If
5 > ^ 7 ^:' :• :ik: u a :;: a.;z
i
i •'■••*
4
w-
#
«
Q
-‘Hi LU
Kc;ofv-
-Jc:C O Jo-»U1UJ
■ -!2<I '-2Hu-' UJQ <>oaVo CL>UJo'= t- 5 >!OU 2rOOc\'u UJ CL I-O <-J —'0?23 UJ uoU.O.QZrHi >CLOi OJr>> ;rI-u cno::? pLj
r- LO
wJ/V"o9 UJ <</>ou'J0>'w-$ ^CDO•i-i XmS/CL>;£2^■ ■ /S i
. ’ / ^:
Ov§•v h-Q:uo--J—..1/UJ ,-UJ tob.UJAoN)2 2 I-<-J
•f§S=S^I </>XuXsUJVJOi\N
\N|
A
M
-V^
</y2\N ~ Q UJ2 rr; i XC\J
2 ^ooIrvvr\\UJ\<s VOW u.<<V'/o GOWQV V .<m P>$yW:v\uoSPi'X\g:\% I UJYUJ\pJ-✓.\\<\ I2.':-§<•\N.' S. / •♦■ iVi "••■\oN\I-VS X
^ v-«> :.»;; ■ v-:‘i^:.r'
\\•iSV'A \f ■Ji!y\A IV
;yA A y
•^gi'/i\ '^me
/.C, ' -'m\'-':V:'
/\''Au''
\\
; .NTIV^AV V \'r«\
\\
\
\\V\<\Na\\\w\
>' .<\VA2'f
' •■< .\
':. -rivuw'>va >
/
\V
A*(?,y/
//
V ✓
y'/
m fi
*isX .’.. .
(■
■v
1.
■
F
2
Or-
f-
UCL iU.' < 1u</>
u
^ * \ UJ — 1lgp "V:-O ! ■ |v 'o o d T
K ! ' . "^ !
V o
2
Ci
i-
Ll.o
a.o
UJs
-1
2
UJ
U)2o,^
(Tl
K
O \
§i
-’i
I
•-1
5^“ ;
c;
LX'jlO
-•U -
U.
T1
’2<
!
i
I
\
I I- O I _
- ! i
.O’ ^ •
H
UJ
Uii
u.
‘--b -i
L- J-
OwO o Q 2 E o w
222 H
0<uJ
i j
CL
5:r| "" ®
Cj hr, ‘' — oJ ^
O
^v- ■-'“ :;. ■’.
o2;:o ' a -
w'2:Oo ' “x . ‘—’ ^ J ^• • g, .-A .o 1 5
X
Ul
Sysi i -Jbi V i X
yicsx-igp'! i e® ;
-zuLC, . ^,.. . ; i u-s j . ,
j:>-< ■■' ipjf :
- ^9;! ^ ( 1
w i • ; 'x ’
., ii -] '
53 I—--;-I U : .Y
o^" in ^ T
in
UJ
i—o
2
IlU.
°§= ~§1-<UJ
u.
;0
CL-Cl
’I <^uj^
^ . 2-1-4 u-' -xxz
—J ■ - —
7>'^ 'I ■ "'i/>', 'f
- ,V-------; c :
^ ( -f—r—r^ .■
n-3
fe
</)Zt $20^0
■*1' ii^.x ssli
H<
<5^0 2!J>2^2(D UJccoUJ 5120h- S
^LlOUJqODUJ
q:cc</)*-
►-Uil/)•?5 ’ 'S >-52^w , -
2:. fe’-l |E^|
i;^ s^iis ig~£
«ri
.•v<:T
?1CL ; J,h Cj OoJ
la
Xo
CD
!' CL! i e
— i d:.v-v
= 2
E !
I •
£«>
>
O o 1!V
-)*5.
-J
L.
Xu
<o
V s.ii
%'
)
L
i:.V
to
2
a
00
I
^_1
• ••
■'-i
\
■>
!3
IS
o
8
U
LU
•.
1
f
r
S'-
a
O
« f
cl
ul
■
p—
I ^
" . •.;=-■
5K -■'•'.V
'v>;f "S-
-/iop
«"-•
? ■_-X
SH5
-I?
•z
—
5 >.'^'y>
V— 'ju<o
Cw ~
CJ
r: '-^ <
5:^:3
n- - “ ‘j:
Op<P
.r^-xin-O•'.. ' •
A
-c.
'^OCO
XV-
C 'w' X«'«f
t
..
7)
:^'w <’r’G?
C'> ' -
c. —
•T"
P '-p i’’Pk’?T
> .- • • -’. o -'' '■-•
t
-- 'Jj
», IJ C-
o
- VJ :
<-’. .j
•x x -
X ’—■
IQ.-
mj -•- I'' 1 ,
::: — V)
a •A
- 1-^0
'w*
n--.: . :;^ :-c
V':jJ
H XD DOO
ff" V" 4 r\~.^y« »^._v I./, o ■'•.•.1W_
/ I- . ! ' / •/ V. '
O
u
Q
v>
u;
2: .
'-P5
A
\J
c!o
H V)
'w’
• M '
•-lO
HO)
V -U _ P-./
«
*.
■>.
m
F-3
§:5
^I
si
O
I
* \ ^
»
I
I I
V___J 1
•.v":j:rD
r
uo;/)5
r <?IAv>0 —'Q.
Q.
•JL*,r . s
H crD
J O O
UiI cZt:<mGl
— ' A
•■V
L1.re
-H^S..: r
' —Af —h-U.J
•s
-J
LWr
■ft-
•••.
ft
d-
h-
liJ
Ll
U.
lU
a
ui
OLs
a.
K2
Xo
03
Q.occo
■i
ii ;
■A :- .^ ■
%
v-‘.
0
r
t
*
LlTa
<
^ 2 o
LU
a:t
>7 C
F-7
I
2< <a o»
£
q:
Q H
u.
o
2 88 0^
S’gy
'’2 02 §■
fe
CL
U
Q.U.q<
cs:
Ul
S S=!o pO)^CL
H<0
/n^Qc
S£l;5
CDo-^
'^r^co
oocr^r*
> Oo -
Q
2
<...
c cc
Cu^^
2§lu
:d?<:>a:§s
s< S o
cf« Go a.^ § s u) o 8s^®^g o ~§ j
cyj ?.-• -;1 U.§ ,.,. xS?
2 ^2“
Q^UJO
■
LjJO^ ^
cc^■22U.=>2
ry)C::<uCj,LJ
C2C/>o uJ
cc
I CTi-<<;Q Q-}-2o'wU‘i5i:i-<2oyujq:
GCi-
r 2•Cl f\/
(/)1^'
=ja!=3='1
VX■H
f^;0idr\
/cI Ll
\srd':!"0111
/;ife U^CD^0s=s:
V ✓cr n
uJ ■ V>o UJuH
X 2 I 'fO2 < i < ‘ < X i St ! ■
. a: w
o_i?'
ULUW -UJdS >UJ >
o o
< ! i;^
^ o
8 2 o 3y p CO
2 y UJ
iij ^ 3 S
cs O 9 2 §^x5i
guSiS
K S U)O
a: <0
UJ o
ou
> X
I Q. CM S 9S
o
X
2
-*iO
LU
^ U I UJO
S §0
■“
o< !?<
S5:i
<
UJ
00
>
-I
X
I
“x 2^ ::■
Ob:
■ i
I
I
5£ ?5
<
(/)
*1
a
i :
I-
oo
CL
D*:d
i 00 CL
I
«
a
■i!
I
i
9
1
■t
.■
!Jfi!, - , . 1 *■; i.
1- ,■' • ;■ ir:;
'.■
i,I ■
r^-
r-
■I
> r y.’•
■
jT-1
C-13 •••
/
U’mi--ivis
ji r ■
r
. \ ^
= 2 \
z
UJ
V*
•Jj
-J!
D
O
nQ
g< . j||r
K a^tl i irr^ '•"'' i
8 of
z*-o2J
S52i2
mmi m — » ■ot<ffl
lU
O
(7>o
g?s
^ 090^
j*e9-jJ
••'•riy/'~i ■/
li^i
ill----- f y-’S’-i—t-rl: k iv?n I
fjmsimi
' ■
n;
;•? ‘••UJS^ If"*u
< :CL !
V>
! S: lS
I
c.
I
zr : ( I
1
I
I
■ ^ .1 H'?;i = !ii
•mi tiMiiiil!
I ,
111
t
’'!i!V-” -I
W- '%■lll'v.- * •' «•
* i "i.
i)i ii •.•■Ilii ■• •
ii
I
(
j
U
: ^
—V»")
2 !jiia;!'i I s^a
j ■ 1 Iw A
I
I-:-l|'i'!.
i?,L'.
i''** ’•’
ilif § • 31
I
.'4
-^v ^ ?
-48 '
'. I
>■<0*
L •
•vV'» •
'X/
Fii?-
t
</> • .•
•\i
1
yV^V.*'
.■'%-.l..
I
%
S
o
Uivsi
<n p
<lLl
</>
s UJ
-c
! I »
jS
UJs
;■
UJ
-J
2:
5^
t ■
i
:'*u-
■1 '
«
I
(
Effluent Pumps -
Features and Performance
OSP33
io
s.
Mi.,
s
s
0
1/3 HP - MAX SOLIDS VB SPHERE - WSO RPM
\
H.'vi a*D
»l '« If
^ 1C
I
t
I
Available In aiitDinatU or
inanuiU.
Completely submersible.
Non rlojj bronze lmfx*ller.
No suction screens to clean.
Oil filled, double ball bearltif*
motor with built In overload
protection.
KeHHbic diaphragm switch wltfi
pl^t^ybrn-kplufi 1th
Kufi^ied cast Iron construction.
Completely field serviceable.
1 1/2' NIM'discharge.
c
0 to
U i QAtlONt MmuTl
»
SPD50H/SPD100H
1/7 .ixl 1 HP - MAX SOtlOS W SPHERE - 3450 R^l
' 1 •
1 x...
4?.s
S:
1
4
1
j
-I
I
•OD ’K •»
J
U X <WllO*> Clll HINUtl
Available In manual or
automatic.
Dual seals standard. Sciil
failure sensor capability
available (to be wired to an
alarm device) or manual pumps.
Open two-vane sewage type
Impeller.
liimp shah and all fasteners are
stainless steel.
1/2 HP (SPDbOin and 1 HP
(SPDIOOH) motors. Hall bearing
constnictlon and oil lllled.
2" NPr discharge (3" hange
optional).
■1
y
‘‘I V
'**.4m
m.
i.-
"SH
SKHD150
1V5 HP - MAX SOLIDS 3/4 SPHERE - 3450 RPM
i /»
i '
1 ■41
2.:
U X GXUOMX VI* HIMUTI
Sx’inl open thermoplastic
Impeller.
1 1/2 HP. oll fllled motor
Pump shaf* and all fasteners are
stainless steel.
1 1/2 NPf discharge.
Spring loaded meclianlcal seal
with carlx>n and ceramic faces.
Pump out vanes on rear shroiul
ol Impeller.
Dual se.ils. S«-.il failure s<‘nsor
cajxiblllly avail.ible (to Ih* wired
to an .ilarm devic e).1 S'
I
5