HomeMy WebLinkAbout1986-12-01 Septic System Design ReportL
»
S-P TESTING, INC.
951 KATYDID LANE
ST. MICHAEL YN 55376
497-3566
STEVE SHIR ME R$
December 1986
John Laurent
Lot 9, Block 1
French Creek
Orono, Henn. Co., MN.
This system is designed for a Type 1, five bedroom home and in accordance
with the Minnesota Pollution Control Agency standards WPC 40 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 60", 62" & 80",
(mottling). The bottom of each trench must be located at least 3* above
the seasonally high water table.
Additional percolation tests (#7,8&9) were needed to move the treatment
area west of the proposed house. This area is adequate for a standard
system. The alternate site will te in the area of TH's #1 & 2
south of the house.
The soils at a depth of 24" & 30" have a percolation rate averaging 20.8
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 be located outside the manhole and pump
ing chamber in a weather proof enclosure. A warni^.g device must be in-
with a light and sound device, this is in case of a pump failure.
(Mercury floats are a good method).
All neighboring wells are located more than 100* away from the proposed
treatment area.
Keep all heavy equipment off of the proposed treatment area before and
construction as much as possible. The treatment area should be
werked off before construction.
With proper installation and maintenance, this system should have no prob
lem in treating septic effluent effectively.
It is recommended that the septic tanks be pumped every 2 years.
Soil and Percolation Te$tt
Septic Syntem DeMign
Steven B. Schirmers
SBS/ds
%
.
'I
!
.t
•8
9 •fa
E4
r=i
*6 •5&2o
O!|•a.
SVH-_ o 1^-UJ
Vi 8•to X ofO £o
X •5
sc2ELlI..oc-ECC
?»-S11Et.9
2^oxaa
»- o Ss o o K.5oItlHi%
'llVS 2
41
Cu3k
Fii
s|l2
O
f;<I o>(Tu I'S'Pllili
s ■fbiiisn
sJ < -5 c .r -o
Vj
LU B'f
=j < '5 ^ ? r
*4‘'f.H
s-M
I
V
I
5
I<
ffi
i
Ui,
W|V)
UJ</)
X
ir IIIti.|l ., •*€ ’ asTr
L.JIf■V
11'-•*:T-i
..JjL.i
-A-,K j.j
rr-J0. «...UL•R&‘ %a
::
■:Hill -•d
.2
s«
1 ■gFI»2LZ
.4 NE IVJI•<0V .9
.5 5.^.S u>
J::iS
8 S
•E “S'*w S ^ X
S.jff a E 5 s;x
ill ^
V
ScmP-•3 I3 i \1^J
U \u7 e*:3a.U <0
b i £
I ^ <0 ^g C
F. ff 1si I =»
II8
i-
ij
*
■8 i %
■4 f
Hsi f£•■£.1*0i »f
I?i .£•
f-j 5!.1
'»“ l|ll3.
X)
•3
IMit
.2 *5
I I :
I i i ill-!
I ll * .5|ls|
il?S •? w a X a -S a
I
!1-1 li Ml«rt e 8.111 Ulii|ti?? IIf1Ill il'S SB
f H ■§ ? I { 11
i 1 i i!?ȣ p
SkI-**'* bS
ffi p-
i/j
V's
UI
W f-
s -I Is-n9
:i 1^B II IIIIa^ I u
i
8
c
nJ
O 3 rl3 31 5 i
atto
Ic ,
to i-S
2ar i- a
fe 5 J
»=i
' ciV ?
c ^I-
Sfso
3s?
>?rm
iui£4 0
U3
&4SS04
Jt
2
I ll«.811 *m i• N •
0 Ih(- y1-
% 'i 7 *"•
>• ^ \ v\/ ^ '>
/
:iii'
j
a
0
a*
Ip5.^
.!:
“i
-h <-------------------—^ y y ^
i / X /
ll^«r
vr^ -ii-/^3 /
i/ / ';
T If.
i-i
CO —^
/
"r^'SRT® i^' "x
jr
/
.1/
2/
/
5*e
C 0^u - <>
j|l
*-^4Hf j 0
c r IK
(i ’
.:^"4".
Loga of Soil Borings L-13
tocatlMi or Projeet Si’k.C. ^ S\qcV> I
4’^
*B4fiS44 Bide by .^^.n^^SAlCOCcs C?.>^x\'N\rtr>CC5!l Data
CUasifieatlM Syatta: AASHO_____; USDA-SCS_____; Unified /_, ,; other _
Munr uaed (check two): Hend /^ or Power_ _; Flight_ _• or Bucket other
• Otpth,
1b
feet
• 0
Bor lag nuibor 1
Sotface elevetlon
TodSO«\ ft^owk»f-x VootrvN
_____C>- (o" ^ __
1 —
e
2 —
3 —
4 —
5 —
• —
7 —
8 —
9 —
10 —
^COvO.*^ VoCv<v\0^
\vrf^diA\\,>sx
_____ _________
6«cevAo_S ^ .
r>rNcA»*»u^<vs ^o^rsA^
Okj^o^ VotxrN~>v
6COsjO«-\ S‘% VoOfv-N
S’O'_________
CV^C ^)Cwr\A«-
_______________________
SiCoj^Cw^ av-e*fA* Sc^<>A^
Bod of boring et feet.
Standing water tablet
Present at_ _ _ _feet of depth.
houra after boring.
Not present In boring hole >/ _.
Mottled toll:
Obeerved at VS” feet of depth.
Not present in boring hole _ -
Depth,
In
feet
0
Boring number c-C
Surface elevation
1
5 —
10 —
'iCArvtS.^' VocvrvN
iiCo ici ^____- S.___________________
\0 Cv-iNTSV.^
V-
'^rc«v>3
---\-
\
S^c o VO.-N r\:N c
'T'Ccv lc S ov Aocvv-».->,Ok.:
M - tw ckWV* «•>
OVx^C. C^rto^ s^oevt-v's
\
o,.i^COo^x-v oio»rs>k '^CA.rv
vO[^rcvcc'^yc>f VV.-^ Vcx.^^^ ^
&U
End of boring at ffh feet.
Standing water table:
Present at _ _ _ feet of depth.
_ _ _ _ _ _ houra after boring.
Not present in boring hole J'___*
Mottled soil:
Observed at _feet of depth.
Not present in boring hole
• »
i
I
I
»
M
i i
I i
i
\
I
i
i
t
.1
I
i!
l!
i
. Jj
./i
,
I
r-
i
Location or Project SAc R . ^VccVv \______________
L-13
Borinfo node by S-r f>r^c .SAc ? 5/A>\ra>c cr. Data
Claaaification Syotan: AASHO_ _ _; USDA-SCS_ _ _ Unified 7 i other
Mtrnt ttoad (chock tvo): Hand or Power_; Flight _ _, or Bucket other
otpth.BorIni nunbar
in Surface alawationoat
'rOpSO,\ Oc>^C< OfChjOr^ SUOCU^
____ ________Q.Cg"_______\of «v^
^rovO*->k ^CXcsduk VacKorx
K \'-VlO- ^ J
oul:Voc>.rv>*J^
;i»oVto
__ &cov>»<N vC3S iei=_A:
orovjjOk o-\
lOI '\Co^L*
6.
P * .“nC- S»Cv*-\X^6r OcO
\
\
$'/:A8V
End of boring at KU feat.
Standing water table:
Praaant at _ feat of depth,
houra after boring.
Hot praaant in boring hole >/
Hottied aoil:
Obaarvad at_ _ _ _feat of depth.
Not praaant in boring hole J’ .
Depth,
in
feet
0
Boring number
Surface elevation
(■
5 —
10 —
tX. fVs. »if
_________________p-<o“_____ ______^ ______
VOi* Ol>>rN VoCv*>-> Ao \oo>.wvs
Vo o.*vs.o^
_ _____^_________
.£)fe^rs_5j;_V.\^^ " V,0<^.oA________
^roLO<-N CN'^C A'O'.'o.'s S>CNrN<k».
vOi'Tf cvc c oP Voc^v-v^-N
3’*-i ’■-.^Lvo’’- AVV. A'^y___
OV,J «- M Vocs^,__
&>C ooO cV\
d
___________ _______________
g>f oi^o> &a*-feM*:
End of boring at feet.
Standing water table:
Present at_ _ _ _feet of depth,
_ _ _ _ _ _ houra after boring.
Not present in boring hole .
Mottled soil!
Observed at M'-.^ " feet of depth.
Not present In boring hole ,
)
i
L-13 I T
CERTXFICIiTXON • 00C27 Logs Of Soil Rcrinna
Location or Project John Laurent Lot 9. Block 1. French Creek_ _ _ _
Borings made by S*P Testing. Inc. Steve Schirir.ers Date 11-24-86
Classifiction System; AASHO ; USDA-SCSJC_; Unified_ _ _; Other_ _
Auger used (check two): HandJC, or Power, Flight , or Bucket X
\
Depth*
in
feet
0 -
1 -
• 2 -
3 -
4 -
5 -
6 -
7 -
8 -
Boring number 9
Surface elevation 962.9
Topsoil dark brown sandy
loam0-8 m
Brown sandy clay loam
8- - 2*2 m
Brown sandy loam
2*2** - 3*2"
sSMy 3'2" - 3’4“ ,
Broim medium sand
w/traces of loam
5'-mottling
3»4- - 5«4-
- 5-1/2' Sssa"
Lite brown fine sand
5-1/2* - 8*
Depth*
in
feet
0 -
1 -
2 -
3 -
4 -
5 -
6 -
7 -
Boring number
Surface elevation
♦
8 -
5
L.
End of boring at 8 feet.End of boring at_feet.
Standing water table:
present at_ _ _ _ feet of depth,
Standing water table:
present at_ _ _ _ _feet of depth*
-- hours after boring.
Not present in hole X_ _ _
hours after boring.
Not present in hole
Mottled soil:I
Observed at_5 — feet of depth.
Mottled soil:
Observed at feet of depth.
Not present in hole.
Comments:
Not present in hole.
Comments:
L-13
!
CERTIFICATION I 00627 Logs of Soil norings
Ziocation or Prolect John Laurent Lot 9> Block 1> French Creek
Borings mode by S-P Testing. Inc« Steve Schirmers Date 11*24~86
Cl'sssifiction System: AASHO t USDA-SCS X ; Unified_ _ _j Other_ _
Auger used (check two): Hand X » or Power_ _ _, Flight_ _ _, or Bucket X
Depth,
in
feet
0 -
I -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
Boring number.7
Surface elevation 962.9
Topsoil dark brown sandy
0-8" loam
Brown sandy clay loam
8" - 2*2 M
Brown loam to sandy loam
2*2" - 2*8"
Brown sandy loam
2*8" - 3*8"
Brown loamy sand
3*8" - 5*2 «
Lite brown fine sand
6*8"-mottling
5*2" - 7*8"
iiSSy 7*8" - 8* f5R8''ian(J
Depth,
in
feet
0 -
1 -
2 -
3 -
4 -
5 -
Boring number 8
Surface elevation 963.4
Topsoil dark brown sandy
loam0 - 10”
Brown sandy loam
10" - 2*
Brown sandy clay loam
2* - 3*2’*
Brown sandy, loam
3*2” - 4'R"
5‘2''-weak mottling Olive
brown . 5.4, sajgy^silty ■
6 -
7 -
8 -
Lite brown fine sand
5*4" - 7'2"
Lite brown loamy fine sand
7*2" - 7-1/2*
7-1/2* - 8*
End of boring at_ _ _^ feet.
Standing water table:
present at feet of depth.
End of boring at 8 feet.
Standing water table:
present at feet of depth.
____ hours efter boring.
Not present in hole ^
hours after boring.
Not present in hole X !
f
Mottled soil:
Observed at 6*8."feet of depth*
Not present in hole_ _ _ _ _ _ _ _
Comments:
Mottled soil:
Observed at 5*2" feet of depth.
Not present in hole
Comments:
- -- - -- - - - - - - - -A,JL i
-f
■S,.
-* • V
rERCOLATION TEST DATA SHgBT L-U
I4
Test hole location . ?)\ocVl |_ _ _
Date test hole vas prepared I'-Ou pJ - - -prepared- - - -- - - - - - - - , Depth of hole bottoe, \ft inches.
Hole nunber \
DlsMter of hole.Inches.
Soil data from test hole;
Depth, inches
6?" * i^’
Soil texture
— Vor..tv.
V^r V
\
Method of scratching sidewall
I
Depth of pea-sired gravel In bottom of hole.
Date and hour of Initial water filling
Depth of Initial water filling, _
A _ Inches.
A’-OQ i>,-vv
Inches above hole bottom.
»tho<l used to Minfin .t le..t 12 inch., of *.ter depth In hole for it l.„t
4 hour.
I
i
Percolation test readings Md. by .S.-O ro. ! i
__ _ _starting at r")*. e»m,® > , ,_. naximuin 1JA^dklr s1a>n*>K I_.1(date)
during test,Inches.
Vm^ • Maximum water depth above hole
Time
Time
Interval,
Minutes
Measurement
inches
Drop in water
level. Inches
V(j
Jilii
L
Percolation
rate,
minutes per
Inch
Remarks
f
#
i
.i
G
4
J±
A5 •i 1
4
HA.
!
! !i
Percolation rate ■;,s minutes per inch.
1
I
1
:<
i
t
V
L-14
PERCOLATION TEST DATA SHEET i
m
Hole number /Immt hml* locmtion ^ . tj>Voc V. i_ _ _ _ _ _ _ _ _ _
Dmtm t«mt liolm wm prepared_ _ __ _ _ _ _ _ _ _ _• Depth of hole bottom, inches.
Dieaeter of hole, Inches.
• 1
Soil date froa test hole:
Depth* Inches
, -A
■ ■<!'
Soil texture
's\ c VL ^rQi-Oi-y \gCkv>
J.
Lr»R3o"
ii
\\_ _ _ _ _ _ _ _ _ _ _ _ _ _ _
^roL.o<~\ Vocvs^^ \.o Vc
^Co <.v:>»~N V o o vV S
{
I
J
Method of scretchint sldevell Vxf\\ Cc
Depth of pee*slsed gravel in bottom of hole.
Date end hour of Initial water filling _ _ _
Depth of initial water filling*
inches.
y.QQ?..
lA inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
4 hours Cs.t.Aior^cjXj^
Percolation test readings made by •^csV.
(g>starting at
^»c!. v)C fN &.^V\r.-sNC cr^ on
(date)
during test*
J);MO . Maximum water depth above hole- - -(;p^
inches.
1
Time
Time
Interval*
Minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
mi nutOK per
inch
Remarks
m
Mo S-.\o
i'S-b
3:SI
4,
M-.iB
Co
aYm
IW7 AS.3
k
Percolation rate •minutes per inch.
r
I
i
s,
PERCOLATION TEST DATA SHEET
,» •
Beicolatkm lest readings made by Sfpvpn R. fir.hi rmnra. —on 1 lr2^‘a^«afting ai Q » AQ
'a.m.
"p.m*<
Lot9,Blk.l, French Cree^ni,
Depth of hok boRom-...2i2-------inches. Diameter of hole------§—
7 , Date hole was preparci 11-24-86
Jnehes
.1
Soil data from lest hole:
Depth, inches
0-8-
Soil texture
Topsoil dark brown sandy loam
8* - 26"Brown sandy clay loam
26" - 30"Brown loam to sandv loam
Method of sciatehing sidewall—
Depth of gravel in bottom cf hole.2 jnehes
11 24-86 10s30a.m.
Date and hour of initial water miingJli^filiS Depth of initial water miing.12 jnehes above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours—Automatic siphon----
, Maximum water depth above hole bottom during lest .....fi..inches
Time
Time
interval,
minutes
Measurement,
inches
Drop in water
level, inches
9:35
9:49
prefill 6
Percolation
rate,
minutes per
inch
Remarks
10:22
10:19 n
10:55
10:52 M
1-1/16 28.2 30 min
11:25 N
1 30.0 n It
N N M n
I
1
Percolation rate ■ 29.4—minutes per inch.
•
I
I
tt
.
I
PERCOLATION TEST DATA SHEET
PiBitoIaiioiitestitadingsmadeHy Steven B. Schirmers nn J.l-25-86^,arting«f 9; 50
Itiurt
-TTrf.i. ,
Tcfthole Tun»a-HHr. 1^ French number.A Dale hole was pr(»p;ir«».>
Depth of hole bottom..inches. Diameter of hole..inches
Soil data from test hole:
Depth, inches
0 - 10"
Soil texture
Topsoil dark brown sandy loan
10" - 24 Brown sandy loam
24" - 30 m Brown sandy clay loam
Method of scratching sidewalliL Knife
Depth of gravel in bottom of hole.2 nches
Date and hour of initial water filling I^pih ol^initial water filling 12 tnrh«>K above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hr»ii^ Automatic siphon
■■■■■'■■■ ■ ... Maximum water depth above hole bottom during ^_____inches
Tune
Time
interval,
minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
9:35 prefill 6 T
9:50 10:20 H 2 15.0 30 min
10:23 10:53 1-7/8 16.0
10:56 11:26 m 1-3/4 17.1
N M
n M
1
I
- —H
Percolation rate ■ - 10*0_
'i
-
5
s
i
J
I
i
_____
PERCOLATION TEST DATA SHEET
F^rooUNkM mt mdinfi made ^
Tolholeloc-io#^”'*^'''^' ----------- 9
9:51
££fS'fi
. p.m. .
lole number.
Depth of hole **«“«■" Diameter of hoIc_..^
Soil data from lest hole:
Depth, inches
, Date hole was piepaicd.11-24-86
Jnehes
0-8"
Soil texture
T opsoil dark brown sandy loam
8“ - 26-Brown sandy clay loam
26- - 30-Brown sandy loam
Method of scratching sidewalII Knife
Depth of gravel in bottom of hoIe_2_^nches
Dm and hour of initial water filling 11-24 "8 6, C&^h oPiniu^ water filling_.JL2_inchcs idwve hole bottom
Method wed lo nuintain at least 12 inches of water depth in hole for at least 4 hn..r^ Automatic siphon__________
■ — ' * Maximum water depth above hole bottom during lesl__.§__jnches
Time
Time
interval.
minutes
Measurement,
inches
Drop in water
level, inches
8:35 prefill
9:51 10:21
6
Percolation
rate,
minutes per
inch
Remarks
n
10:24 10:54
1-7/8
N
16.0
10:57 11:27 m
1-3/4
30 min
1-11/16
17.1 If N
17.8 N If
'i
.1
i
Beicolationrate ■ 17.0
A
-J% . UJ
guj Uj
ycK -J 111a.
a f 5I ^
OqI5
•^cc
tt:u.<OUJUJ oo
bJ
$
i.-.
■')vI"
N>'AtvJl^' w ’•i. i
K sS
\N\s
\\wmm k \
%«.J■
N\s m\A $ >*IV\?:-:X ;g \\
"^1m4m »%
\>
%\\;' .\tW1\
'
m \V^T y:^1-A
I
Sv;i ?r
\\• jrAt \ Vry'vTJs-.
\\/i'.I \ ^ viY
rtU m>•.
f U\ •
X-Acc
[i
if
%.?•4 -^1 y
r-
\■m-T |0
■>»
\u mti
\Vs
\.
' i,-
V
. •• ‘r
.{• • ^ .■ •:'
*I
i.
I
r
I
t
I
(
K
D
O f r“-« '1 • • ■r-r*
22
5S»5
<U.205 =<(/>LJ »Q:p
O IajKQC
>-<A
3q:Sq:
2 OKUJa.XO u.<uv h-z<Oq.UJ-z q:uiOu.3 UJo52<oOHOLO<n
«S4T-',J 2 1^ ■
d ^ H
^5. h (h V UJ
in
zou
m3 ^ ^I k5 o < ;
m iP:
^UJ
yc_l ozi-p s<*a:U 3□2MQ.^□ o UJ XUJ(MO <u. a.Ct 2xo•^o
UHh-<I-*>xQ
UI
q:<uSx So /1-0
<QC
O
I-CL
o
Ulff
0.0 XoCLOQ
V./CL
O 'tu oco-I
2
0-3
ozo
z 5a “•s
</> Q-Z
III — <
O-J Q-U
UJO*^
H -U- OCNJ
LUO £?:5°5y
UJ a2o
^ 2!S§i§o 2CHA
2 O “ ^ c:®
“oS
<7\^,'oz
X os UJ~CA^-f^-
«5» |>~So5<»-00 5
^q:2oi
O Q —
^ ?zg^J
Poi. PP.9
932^
ia!^
5^23
O , UJ
t^2“05^-1
ssgao
^<53
(A Z
2xo^ UI jy iHfe§?a“ '■■'^ £'fl..,<. .=>J—O Q. ^1-2 o>oo h:<‘*jSiAj
OUJ _JUJUJ§ ®j2oZUJ
ODJ cn-JCCX OQ.O~lO(D
t95^
Kl 20
< 1^2
oo K UI
ln<^-K
UJ^Q
5£ujS
Ogo.
eujffl
ftr On
UjH ^oc Oz <ooo zccpffia^uO
UJOO®tro q:
i£~f
oi fO 51-m
UJ
I-o
z
d
o5
.'S
2
O ■
33
S55^
UJ®
oO
JirUJ
u-c
qS®- ^5^
s O UJO
2-1^1^ -*“=
^-
. o
— OQ
iOU)3*1 <
2 I T
</> / ' / y
d5 I ^ jI! I i fcl i I
q:lo I u //: -
II . t
iD
fO
g
00
3
4
%. ; .. ' .V.' .!dU..
riGuNC S
r-ir cartn
i ^ COVEH ^amas cowcn
----------fc.
^•ss
m.
(
0O*CS
. .*••■» A- V.f“'
•‘.w
4“ WSTRIBUTION
PPES
VT^. \\v>\\
\ s'
I '
I :DROP
BOX tVSEPTICi:TANK rEXTRA TRENOCSIr.CAN BE
(aOOEO IT
NECESSAf?r
t
4* WATER - TIGHT
PIPES
semes tr^tment system with drop boxes
(
inlet from
SL. '^iC tank
CR PREVIOUS
DROP BOX
outlet to
TRENCH
FICUNC 6 NOTES
I.ALL PIPES SHOULD BE AT LEAST
4-INCH OlAMCTER
- Supply line
TO NEXT
DROP BOX
outlet to
TRENCH
V- V
.
~^*Q»X.ET
w /-SUPPLY
- line•|
[-4 I*- J-I
2
I.
r elevation or inlet and supply
line to next drop box may be
ADJUSTED UP OR DOWN FOR DESIRED
effluent level in trench
• s SUGGESTED TRENCH LMXND LEVEL IS t ABOVE TOP or OUTLET PIPE
4.INVERT or inlet must be at least
ONE INCH KGHER THAN INVERT OT
Sum.Y PIPE TO NEXT DROP BOX
s.TRENCHES MAY OUTLET ONE SIDE OR
both sides or DROP BOX *
OUTLETS y
TO TRENCH
INLET
I! <UJ *IS?T
-l-J
■ -f
outlet to
TRENCH (,
DROP BOX
%*
' ■iAdL.tw.m..
!tS4
• J*-!Ex tf)
»UWi
o
Ji a 35UJ
5
o!3 *.ijV)Ui u
u IM 5 Hr- Onr
UJ s5 0.
<LJ z2UJQ.>9u(rK q:►-»-HZUiHDr^ui2 H (Sou.
Ilk
Oh <0o</)Hu Ul 5iiSttD59a:UJ4pin*io—i1.s s*o
r,uj2^*•0)UJ Itss
[>K
<IX i
<zv>
_i—Jjo »-
UlSQS
2
D
Q.Ia._io^ 111 scrc
CH
UJ 5.:0 = g§
zCM uH23 2H^ <o ui<wp i < &':S-.
t <
o
I 1^
§fey S> '-IQ. *2S5 w “ wg 5
§ MOtH
H
R S 8 8 8
— — — OJ
8 R S 8 8— — tu OJ
ie§|s
R 8 8 8 8— — (M w m
s iH S
« s 8 ? 8
«S8 g S 8 g.%
Ri5-2s »5f
W>>-
I ft
§|l
?S*• *s 8 S*d ISS3dhi
e A
(L
Ul
Pi5
W®-
XUl
tk
s
Id
o^is
UJ
%-^fl
i M Ul 2
iy 2-g
Id >u
Imm^i.dZisgx
"®» = 5hw **
I f tig
of
Si
.1
mU-
• taJ^An>
5 5
Uig73::^i'
11^
|T
ul ri
V,I Ul
1^1Uiiil£>
lifi!
fie IS %j!
§2 V 15I^55 pi 5
Ui Kft I
a5ua
5£U S
ofi
5 «i^WK
Ulk-
J«/>(T.4
55t l3<
UJ ^
J5 ^^3
? UJ 2Ss 559
H i*S§« ^5;;;
si ***83"d t-x®-
o«|o|!
Wu„»5>hS
SSziIj^u
woe
0. o o
^3°““ >it8lK%5
iisoti
«I
5
u
1u
H
2
UJ >
u.
O
8
i
o
5g
I^1
s*s
3
Q in o o o o o
« 5» fw !2 • K irj
- iM m m ^ 2
X3
U.
P|-
£“
O
(/)
2
m o m o o P O
* N oi lO ^ tf) (0
Im
|i
fi
Ul
M'w
2
ii
i
H(/»
89*i I N
558!d
?s
S9 uo
|3 g
H
5 <^0(J>
8:»|t
<J»‘‘8ga
aL4k5*'*z ^ 20o:o.S w
.?5>u
Ik
1
UJ Pt
8lo u
f
i
L f
r
U‘m
♦
4.
i
A\
Tz><n.^\
C.A
:*•
' im
%
' • *•\
a
UJ
UJ
q:2u5 oi;
<•
<UJ t
UJO50 •j
__.
o^—
u5q:
H
Z
UJ
LJ
q:
Q.
g
(T
LJ
LUUJ
-J
OQ
XUJ
ZN
<E2o
2h
§1
LlI
</)
u.
O
<noo
UJ
5
\
ft
i
\
N 1
c-u
§39' I
1812
ij
3SS
zV>&!
Ssfiifl
t.H-,r
Uj
H
8••
..••V
Xl . d3<J»
j
iO
u &
CL^1 •*
'1:
r&.*nx
</)
O
!S
2
EE.™as-gjgfai^g^l
I
/
L-*
I
5i*
Li^r.'
••
N vii •• •
0)
SOTT 'i
i
■I'
^ S.'i Iu
V.:
■ IILIt! '§!
I
I ..1 »i u I«I '
t':i1•J •:i
[i3S*r*?*il O' |!jfciili;'!i
o
fc * ^
• •(
‘ ••?
rr T!
uc
: I; > i: !i;:
I I
%
I’
r':.v||
. •*. •
•;
si
<UJ0)
S'-
&
gs
<
UJ
2'
I-ut
2 I
bM
I Hilill