HomeMy WebLinkAbout008-1098-90-140
1940
Wisconsin Department of Commerce ~RT Page 1 3
Division of Safety and Buildings in accordance A.C.E. Soil & Site Evaluations
Attach cornplete site plan on paper not less than 8'r4 x 11 inches in Plan k St Crook
include, but not Hmited to: vertical and horizontal reference point ( , rectipn,and
percent slope, scale or dxnem , north arrow, and location and toff w~ I.D.
Please print all imb motion. ING t3Fl<I 0 8-1098-90- ~i 5 30 C~
Date
Peraorral irkxmaeion you pmvda mar be used for a -Wwy wp-- Law, F-~TW: F! ct ` / 6
Property Owner Property Location
Dean C. Madson Govt. Lot NW 1/4 SW 19 S 35 T 28 NR 16 W
Properly Owner's Mailing Address Lot # Block # Subd. Nam or CSW
P.O. Box 388 2 44spesed CSM
City Stye Zip Code Phone Number City _J Village 1I Town Nearest Road - ~
Spring Vaky WI 54767 (715) 778-5731 Eau Galle 250Th-6treet
e New Construction Use: i Residential / Number of bedrooms 4 Code derived design tlow rate 600 GPD
I Replacernent Public or commercial - Describe:
Parent material Glacial till Flood plain elevation, if applicable na
General comments
and reoorrurrendolions: Site suitable for mound system with 5'x 120.0' dispersal cell. Dispersal ceH elevation to be 98.90' at 15"
above 97.65' contour.
a Boring # Bming
Pit Ground surface elev. 97.70 ft. Depth to limiting factor 21" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnwture Consistence Boundary Roots GPD/ft'
in. Munse9 Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Etf#2
1 0-7 10yr3/3 none sil 2fsbk ds as 2f,1m 0.6 0.8
2 7-11 10yr5/4 none sill lthinpl ds as 2vff 0.4 0.6
3 11-14 10yr5/4 none sil 2fsbk ds cW 2vff 0.6 0.8
4 14-21 10yr4/4 none sit 2msbk mfr Cvv 1vf 0.6 0.8
5 21-43 7.5yr4/6 c2d 7.5yr5/8 gr sl 1 msbk mfr - - 0.4 0.7
BodW # Boring
SM Pit Ground surface elev. 97.82 ft. Depth to limiting factor 26" in. Sad Application Rate
Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. `Eff#1 `Etf#2
1 0-9 10yr3/3 none sil 2fsbk ds as 2fm 0.6 0.8
2 9-12 10y16/3 none sil 1thinpl ds as 2fm 0.4 0.6
3 12-20 10yr514 none sil 2fsbk ds Cw 2vf,f 0.6 0.8
4 20-26 7.5yr4/6 none gr sl 1 msbk mfr cW 1vf 0.4 0.7
5 26-35 7.5yr4/6 f2f 7.5yr5/8 gr sl 1 msbk mfr - - 0.4 0.7
` Efts #1 = BOD ? 30 < 220 mg/L TSS >30 < 1 mglL Effluent #2 = BOD < 30 mg/L and TSS < X mg/L
CST Name (Please Print) Signature CST Number
James K Thompson 3602
Address A.C.E. Sod & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 7/16/2005 715-248-7767
4 property owner Dean C. Madson Parcel ID # 008-1098-90-125 Page 2 of 3
3 ] goring # BorkV
Pit Ground Surface elev. 96.30 ft. Depth to limiting factor 33" in. Sod Application Rate
F
Horizon Depth Dominmd Color Redox Description Texture Structure Consistence Boundary Roots GPDfiF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effntkl 'Eff#2
1 0-8 10yt312 none Sil 2fsbk ds as 2fm 0.6 0.8
2 8-11 10yr6/3 none sil 1thinpi ds as 2fm 0.4 0.6
3 11-15 10yr4/4 none so 2fsbk ds ew 2vf f 0.6 0.8
4 15-33 10yr5/4 none SO 2fsbk mfr ew 1vf 0.6 0.8
5 33-41 7.5yr4/6 f2d 7.5yr5/8 gr sl 1 msbk mfr - - 0.4 0.7
it
F-1 I Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redmx Description Texture Stricture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-I Bo ft # Boring
J Pk Grand Surface elev. ft. Depth to limiting favor in. Soil Application Rate
Herb= Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots UPON -
in. Mu nsell Qu. Sz. Cant. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mglL and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate fomat, please contact the department at 608-266-3151 or TTY 608-264-8777.
v
~ c50v% ~✓alu~Or~ ~¢rYl, Vy(a,/7~; T o,<' t /iC'fLJ'i ~
e/efr. _ ~oD.co'
00
Own ~dscti,oraP •
~?WScJ,s, 3s; Ti1. off' ,glE.,6. : 6~cf.de ct
Eacc G'a//C, 56. crvTr /ot Gyrnf~
i' 171-74'
' 131
i ya..1S'Can6oe
,y
I n
f 9z(,S.
f f
y r
f
' F
f V f
f y f
~ a I
f
f
f
slss s!p'
62
p~.3oC3
Parcel 008-1098-90-140 02/08/2008 05:01 PM
PAGE 1 OF 1
Alt. Parcel 35.28.16.530B-30 008 - TOWN OF EAU GALLE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
08/29/2005 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - MADSON, DEAN C & SANDRA G
DEAN C & SANDRA G MADSON
5223 MCKAY AVE
SPRING VALLEY WI 54767
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description ' 31 250TH ST
SC 5586 SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 2.400 Plat: 5057-CSM 20-5057 008-05
SEC 35 T28N R1 6W PT NW SW & PT NE SW FKA Block/Condo Bldg: LOT 02
CSM 13/3756 LOT 2 (19.720AC) FKA CSM
18-4743 LOT 4 (27.22 AC) BEING CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
20-5057 LOT 2 (2.4 AC) 35-28N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
09/16/2005 806639 2890/111 QC
08/29/2005 804673 20/5057 CSM
05/12/2005 794786 2801/474 EZ-U
05/06/2004 761707 18/4743 CSM
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/06/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.400 23,300 0 23,300 NO
Totals for 2008:
General Property 2.400 23,300 0 23,300
Woodland 0.000 0 0
Totals for 2007:
General Property 2.400 23,300 0 23,300
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Z
w
Oz }ice Z
2 C) Z Q o G°?LQG @xn as dom wTo
pco_~o~
zwo~oco
D,
z w w a cn
o m ZC, a
Z 22 ° o cr ~a o F-
p
C7 z 0 0 o f 0 S01 °39'16"E 661.18' O
x O
¢ - c - - O N
J a0 ¢ C Mr ° o pi
EAST LINE OF THE WEST 15 ACRES OF G II
THE NE1/4 OF THE SW1/4
L] i Cy r
B • ■ cl
O
❑
¢ c
in W
o LL
b M Lj~ C)~ 2.1 ~o N~ ,n
Q V m¢~ Q m ? W O V ~ Z
co co c/)
~mI
LL =c00 O m~ m J
• a W6° -~Z~ c ,J Q Q Cs a O
X D n c° l1' V
o: § F F. p o~3< u') C
r f'• Q
C 30 oxoW a a ~I ❑ N O
w~~ Cr ~I a N
LL
a
Z W cr (3
~ O~O¢
W J o oo=cu 3Zw°wooZq
Z ~rrnw Oo¢<U
J WEST LINE OF THE NE1/4 OF THE SW1/4 a i
F--~ EAST LINE OF THE NW1/4 OF THE SW-1/4
a'
LL (A p
Z
a o Z In °
00
F } ('7 N Q i :Z
I O
LL • O ~ : 13
Oa. LL Wh o mil, c n
08 00
N01'39'1 6"W 437.95'
v ~
Z ~ L) co w
0) ~t1
~I
Cf NOa O^ ~I °
Q O V W Co O
V ~~zOa~ ~I w c)(0 r LL Q ° co
r O a ~i r ~ ~I LL ~ ~ ~i Qi JrJ
~ 3A C W w
Lo Zw U) C=:g
Vj•/ m r0 W C) LL
J C Zo a i MOUND SYSTEM o ? (r~ i N
O °
~I
LL
Z z W° Q h w ~ c/)
y ONZJ Z<oc's p; co 0 0
F" W O ~zmZ ° I (n O w Z r
~
Lf) In C\l
Q w Ooacan a
d c - - - - - - -
W
M?
W W Z
Z L Za wd i =
0 [f) V■ W Z W 0 o°_z 0 Cc N ~T ❑ MMCI cl)
L_L/'O GV1 -cJ JQ~ QN ~qy~~~ UUI Lr)
r v O ❑ I O~ co
JV iII 5+4L
LL W N Z o r' 155.46'
i z
O N LL 3: W Qi 66 v~ ~l
O w go o Gl
W
o o Q= m t
ct) W d~ Q m m a; pl
a ~t
a co T
r z o wm S01'45", 6 N
❑
L,
m z ° 119.84' v Q ut'
Z p ~ N co o co,
O N V $ w~ N ~a w ~i a
W W Rj wZ U) Cn U) go
X °
* LLI co
= W
W0 O 0 wNV wZ Q
w w ¢
Q L = U M W d CEz
I- O lnj. .o NZw~ Q Qcq - 0 00 Q
O U. OO 80 a_ .0 OU
U P: WEST LINE OF co ~ O oX o cv c\j Co m Lu co o
J :!t w THE SWi/4 M n cow I
N01'45'1 &W co 659.13' O~ LL 274.80' 66.1 T N01 °45'16"W 7
N01°45'16"W M 218.16' 274.76 66.17 1318.18'-~ v
o Q
659.09 co 318.16'
NO1 °45'16"W 659.09' .;E2_5_0TH STREET w °
BEARINGS ARE REFERENCED TO THE ST. 2m
CROIX COUNTY COORDINATE SYSTEM M[pdLa44GD [LLQ[D~ 5 o
Cn O
zz
~2
Gl ~ 0