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Wisconsin of Com rce ~EC I IATION REPORT Page 1 Of 3
Division of a ildi
in aecordaroe with Comm , Wi Adm. Code
Counly ST. CROIX
Attach siDe n p not ss thak®1/2li size. an must Dot
include. but to: ontai refer ence {ha~), d' 'on and Parcel I.D.
percertt slope, scale ions, arrow, and location and distan to nearest road.
ST. ROII UNTY Reviewed Date
PI a t
Personal ItHomratlon you provide may be used all for sscondsry p ICE s. 15.04 (1) (m)).
Z Z/0:5
Properly Owner Property Location SE 4 16F TA tA` E3
VIVIAN KAMARTH GovL Lot SW 1/4 NE 1/4 S 9 T 29 N R 19 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#5~ /
342 C.T.H. A 3 )
City State 7jp Code Phone Number OC4 0 Village • own Nearest Road
Hudson, WI 54016 ( 612) 203 -8641 - fflroad y,
Q New Consttuction UseEj Residential / Nkanber of bedrooms 4 Code derived design flow rate 600 GPD JJ
❑ Replacement ~ Pubes or commercial - Describe:
Parent material outwash Flood Plain elevation if apse N ft.
Germs comments Conventional In-ground trenches 0.7 loading rate
and recommendations:
To be designed by installer.
❑ Bonrg # Boring 96
1 a Pit Ground surface elev. 98.27 ft. Depth to WyWg factor in. Sol Application Rafe
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell QU. Sz. Cont. Cola- Gr. Sz. Sh. "Efr#1 *Eff#2
1 04 7.5YR2.5/2 - is 2fsbk mvfr cb 3vf-co 0.7 1.6
2 4-11 7.5YR2.5/2 - is lfsbk mvfr cb 2vf-co 0.7 1.6
3 11-20 7.5YR3/3 Is lmsbk ml cs 2vf-m 0.7 1.6
4 20-96 7.5YR4/6 Is & gr Osg ml lvf-m 0.7 1.6
2 ❑ Boring 98
Boring # Pit Ground surface elev. 100.17 ft Depth to limiting factor in. Sol Application Ram
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff°
in. Munsell Qu. Sz. Cart. Color Gr. Sz. Sh. *EfW1 *Eft#2
1 04 7.5YR2.5/2 - is 3&bk mvfr cb 3vf-co 0.7 1.6
2 4-10 7.5YR2.5/2 - is 2msbk ds ab 2vf-co 0.7 1.6
3 10-21 7.5YR3/3 - s Osg ml cs 2vf-co 0.7 1.6
4 21-98 7.5YR3/4 - s & gr Os8 M1 - Ivf-m 0.7 1.6
(Few cobbles and stones.)
Merit #1 = BM > 30:5 220 rrgll and TSS >30 < 150 rrg/L " Effluent #2 = BM ,:5 30 mg& and TSS < 30 mg&
CST Name (Please Print) 4gnature CST Number
Mary Jo Hollister fk~l L 224832
Address Dais Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 10 - 27 - 05 (715) 426 - 1773
Property Owner~ Kamarth, Vivian (Lot 3) Parcel ID # (fending) Page 2 of 3
F3 Bo" IJ Boring
# 1_t Pit Ground surface elev. 99.67 ft. Depth to krdwV factor 99
in. Sat Appkation Rate
Horizon Depth Dorr kwt Color Redox Description Texture Sbu%xe C ce Boundary Roots GPDW
in. Munsefl Qu. Sz. Cond. Coke Gr. Sz. Sh. "Eft#1 *Eff#2
1 0-3 7.5YR2.5/2 - Is 3fsbk ds cb 3vf-co 0.7 1.6
2 3-14 7.SYR2.5/2 - Is 2fsbk ds cs 2vf-co 0.7 1.6
3 10-22 7.SYR2.5/3 s Osg EnAl cs 2vf-co 0.7 1.6
4 22-34 7.5YR3/3 s Osg cs lvf-m 0.7 1.6
5 34-99 7.5YR4/4 s Osg - lvf-m 0.7 1.6
(Some gr at 3 & 4 boundary; few cobbles)
-Bo" # HBoring
Pit Ground surface elev. ft. Depth to limiting factor in
Sol Rate
Horizon Depth Domirmt Color Redox Description Texture Structure Consistence Bouxtdary Roots GPD/fF
in. Munsefl Qu. Sz. Cont Color Gr. Sz. Sh. *EW1 *0102
a Boring # Boring
P ft Ground surface elev. ft. Doh to limiting. factor it.
Sol Application Rate
Horizon Depth Domirmnt Color Redox Description Texture Structure ice Boundary Roots PDW
in. Munsell Qu. Sz. Cond. Color Gr. Sz. Sh. *Efr#l *Eff#2
* Effluent #1 = BOD, > 30 < 220 mglL and TSS >30 < 150 mg1L * Effluent #2 = BOD, < 30 mg/- and TSS 30 nxYL
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SBD-8330Test (R.07100)
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VOL 20 PAGE 5171
KATALEBA H.
R
ST. EGISTER OF DES
RECEIVVEEDxFOR'fiECORD
03/08/2006 08:00AN
CERTIFIED SURVEY MAP NO. CERTIFIED SURVEY MAP
15.00
20/5171 COPY EEFVOLUME • PAGE P G •
BEING A PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, AND PART
OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 19. T29 N.,
R.19 W., TOWN OF HUDSON, ST- CROIX COUNTY, WISCONSIN.
N.1/4 car.
PREPARED FOR: 19-29-19
VIVIAN L. KAMRATH ALUMINUM CAP MONUMENT
342 BAER DRIVE r-----------------'----'---- pipe-1
LOT 2. VOL. 8 1. VIA Found 1" iron HUDSON WISCONSIN 54016 --------i----------------------------------------- Found 1" iron OUTLOT 1
I ~ I
I ,
1 ,
Vol. l1 P. 3164
UNPLATTED [.ANDS
1 ,
1 v ,
I ~ I
Found 1" iron pipe ; Found 3/4" iron pipe ° Found 2'* iron pipe
S88.58'30"E 467.02'
33',1 1
?:To 66
r - - 19W.36'
LOT 2 L / ,
i h 5x39 sq. ft./ 1.26 acres O ! J '
t~T ~ o
1 i „n-13- 74 sq. ft. net buildable .few i
S ~ V
j ; STORY WATER ! 46 G `
MANAGEMENT AREA; to -00 Z
y is LOT 3 FOR LOT a ONLY 46
> >
o
(l N
1. ! ~S 49,102 sq. it. / 1.13 acres i , 00 J! r q
I d. J0r: _ • ` 49.102®-q, ft. net buildable
1 v N 1 STORM ATER L.8.0. 864.5 j M Q r
MANAGE NT AREA i 1 E•] y t :E 3.
1 F9 LOT ONLY EEr•
JJ
TO - CL.
A I, I VV L.. SI'~ z
N
x~
2s'
\ 9 0
I; I N ,A ^ o
" N L__;4_ `C~'V l c
_~1 j 589•t9'W GQ►~ 4 i uS S.T c,g=
i C~ c
106.6
3 r. G _ 49.17 Li0T 4 ~u~j m tO r z°na
acres
iN t0 i 'Garage ~r 43.944 s t. ne1ildobls '
It i Db'e. rem a 88:0 i
IoMo i W S 7i 1
39
House 6
I :n i i i D N
I n j ~'L ~ 2 E ,~7.' ~
•p LOT 1
48,036 sq. 1t./ O ;acres~My
S 431565 sq. ft, net b bleM I ® -ifT~~pNJ`'"N ♦ ~p'~
~ IL• _.!x..846. + C N E"P •N ~ ~ 1 /
w0. ~ a 89.E
RECEIVED
1 N7g72 ~6a•~ 19,14'12"W `P
I 9
S87'1 4'39"W i" / / ^ ~w1c
i111N11
33' ~ 193.58'
AUG 2 3
I 1
/ i/ N 1 T. C~ (:oUNTY
N
LEGEND gURVEYOR'SRECOFlD
Government Corner (as noted)
Found 1" iron pipe P ` 0........., g
S
1.502 et 3/4" x 24" rebar weighing ,
line
e I
SCALE: 1" = 100' _ • al ft.
Found ound iron monument (as noted)
_ 9
Building setback line as shown typical 9-29{1
0 100
200' Soil Borings COUNTY SURVEY NAIL
This instrument was drafted b P.J.G. LB 0......... Lowest building opening '
Y Shaded areas are 20% slopes or greater. SHEET 1 OF 3
Vol 20 Page 5171