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1420
Wisconsin Department of Commerce SOIL EVALUATION REPORT pop d of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ACE, Soil & Site Evaluations
Attxh complete te on paper not less than 8'% x 11 inches in size. Flan must Courmy 8t. Cr b(
include, but not lisimiteplan d to: vertical and horizontal reference point (8M), direction and Paroel I.D.
percent slope, scale or dimemsio ns, north arrow, and location and distance to nearest road. 022-1006-80-Q86t; ID# 3.28.18.45A - jD
Please print all infol natyon. R 30 bate
Personal hformarion you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Q T
Property Owner Property Location
David & Cheryl Wisdorr VYI~Oj) f-"T?./ !t4 NE 1/4 SE 1/4 S 3 T 28 N R 18 W
Property Owner's Mailing Add l# Subd. Name or
1279 Co. Hwy. N ~ d CSM 7
City State Zip Code Phone Number ity _]Village d Town Nearest Road
Roberts I WI 54023 715-425-8480 Kinnickinnic o. wy. N
!+d New Construction Ilse: Residential / Number of bedrooms 4 Code derived design flaw rate 600 GPD
Replacement Public or commercial - Describe:
Parent material loess over fissured dolomitic limestone Flood plain elevation, d applicable na
General comments
acid recommendations: Site suitable for At j Grade system installed along 95.00' contour elevation. &11j lZ
I '1 1 Boring # S Boring
t_,__J I Pit Ground Surface elev. 94.97 ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1P
*Eff#1
1 0-13 10yr3/2 none sil 2fsbk mvfr as 2f 0.5 0.8
2 13-22 10yr5/4 none sil 2%bk mvfr cs 2f 0.5 0.8
3 22-44 10yr4/4 none so 2msbk mfr Cw 1f&vf 0.5 0.8
4 44-75 7.5yr4/4 f2d 7.5yr5/8 scl lmsbk mfi - - 0.2 0.3
Horizon consists of mWed Is, sl, scl, limestone fragments - alluvial materials from adjacent Irntestane escarprrner►t. Loading rate most
restrictive permiability within horizon.
Boring # _j Boring
16 Pit Ground Surface elev. 94.81 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
*Eff#1 *
1 0-10 10yr3/2 none sil 2fsbk mvfr as 2f 0.5 0.8
2 10-20 10yr5/4 none sil 2fsbk mvfr cs 2f 0.5 0.8
3 20-34 10yr4/4 none sil 2msbk mfr Cw 1f 0.5 0.8
4 34-44 10yr4/4 none sl 1msbk mfr cw 1vf 0.4 0.6
5 44-72 7.5yr4/4 Qt2f l yyr6g 2 scl 1 msbk mfr - - 0.2 0.3
Horizon consists of n*W Is, sl, scl, & I - alluvial materials adjacent limestone escarpment. loading rate mftcts most
restft" permiability within horizon.
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS > < 150 mg/L * = BOD < 30 mg/L and TSS <,0 mg/L
CST Name (Please Print) Sign CST Number
James K. Thompson 3602
Address ACE Sal & Site Evaluations D e Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, !M 6 5/26/01 715-248-7767
X00
Property peer David & Cheryl WrAorf' Parcel ID # 022-1006-80-000, ID# 3.28.18.45A Page 2 of 3
3] Boring # _ { j Boring -
Pit Ground Surface elev. 93.61 ft. Depth to limiting factor 42" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eti#1 *Eff#2
1 0-10 10yr312 none SO 2fsbk mvfr as 2f 0.5 0.8
2 10-19 10yr5/4 none so 2fsbk mvfr cs 2f 0.5 0.8
3 19-31 10yr4/4 none SO 2msbk mfr cw 1f 0.5 0.8
4 31-42 10 4 none sl 2msbk mfi cw 1f&vf 0.5 0.9
5 42-66 7.5yr4/4 f2d 7.5yr5/8 scl -1 msbk mfi 0.2 0.3
Horizon #5 consists of mixed Is, sl, sci, & limestone fragments - alluvial materials from adjsc end timestone escarpment. Loading rate relfects most
restrictive permiaWlity within horizon.
❑ Boring # _S Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
Boring # Boring ft. Depth to limiting factor in.
Pit Ground Surface elev. Sal Application Rate
Hoizon Depth Dominant Color Redoc Description Texture Structure Consistence Boundary Roots GPDM
*Eff#1 *Eff#2
* Effluent #1= BOD 30 < 220 mglt. and TSS >30 < 150 rrg/L * Effluent #2 = SODS <30 mglL and TSS <.,V mg4-
The Department of Commerce is an equal opportunity service provider and employer. Vyou need assistance to access services or
need nuderial in an alternate format, vleasc contact the demunent at 608,266-3151 or TTY 609-264-8777.
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} Parcel 022-1006-80-130 11/12/2004 07:56 AM
PAGE 1 OF 1
Alt. Parcel 3.28.18.45A-30 022 - TOWN OF KINNICKINNIC
Current ❑X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): * = Current Owner
* SYMAN I ETZ, ERV I N T& CARLA M
ERVIN T & CARLA M SYMANIETZ
1307 CTY RD N
ROBERTS WI 54023
Districts: SC = School SP = Special Propert Address es): * = Primary
Type Dist # Description 279 CTY RD N
SC 4893 SCH D OF RIVER FALLS GS~1
SP 0100 CHIP VALLEY VOTECH ~v
Legal Description: Acres: 4.886 Plat: 1300-CSM 15/4117
SEC 3 T28N R18W NE SE BEING LOT 4 CSM Block/Condo Bldg: LOT 4
15/4117
/ - , Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
mpY o~ S'/ma,h/ C? ~S 03-28N-18W NE SE
07 `ohsvm CSC ~13.z
Notes: Parcel History:
Z4Q Date Doc # Vol/Page Type
01/04/2002 667245 1808/04 WD
07/23/1997 1033/377 WD
o - 07/23/1997 842/213
07/23/1997 833/494
2004 SUMMARY Bill Fair Market Value: Assessed with:
11,800
Valuations: Last Changed: 06/30/2004
Description Class Acres Land I prove Total State Reason
RESIDENTIAL G1 4.886 10,000 0 10,000 NO
Totals for 2004:
General Property 4.886 10,000 0 10,000
Woodland 0.000 0 0
Totals for 2003:
General Property 4.886 10,000 0 10,000
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
rl-~~-'ED D -Vp
_jw= S $N 5 ,IUN 2 7 2001 2 5 2001
:110 • S w '
.u.~
LOCH ,,,`""'Go"MA ~ Ill RENORD
e~ `"RV
wwc
MAP
Y.cn TIFIED SURVEY
David and Cheryl Wisdorf
Located in the Northeast 1/4 of the Southeast 1/4 of Section 3, T 28 N, R 18 W,
Town of Kinnickinnic, St. Croix County, Wisconsin
lbte: An erosion control plan will be required by the St. Croix county zonins office prior to
oons=uction on these lots' APPROVED
ST. CROIXCPOU~ mines
Planwng Zonin4
G JUN 2 7.2001 . OWNERS' ADDRESS
k-dmtes 1" x 24"!ron P Set 1279 CTH "N" I
C (MU. Wt. -1.13 q~s.Afi►. R) Roberts, W1. 5W
aided ab 8ro 30 shall e I
• Found 1' Iron Pipe Tapp" I d
( I
0 SaSe wcomer Monument mo and void
(R Recorded As NoAh Line SE 114 Sedbn S I
/ndfcetes Fence ulYey 8 Lt r Sad►on 3. Z MorwmM►
Comer 8r04-&E 5272.09 I
WT 2g N,~R~,1w8 Wmant) L 18 N
wydm -1 ' 3 04°10037 mey -0P
go 269
' 141.03' 14197104,32"E 703.11' - -
89°21'43" .1 . '
Ara ® . ~ g'Z9 '"r
~r'~y c1~"Sddb elorinp .y~
W CURVE DAT1uCurw 121
2852Z w4
rr,;~-1 Central=Angle = 04, y:
Ara =201W
hord s 22'28'32 5 E I Zt
r C
2~ N Tang«dBea4ng Gin
I ;
24 c T r E II
2w g~ 389'52'48' 8 ~ rYEt' q W ~n`!I
16A54.or a 734 167 .q. (t. 14. saw rg. (L W I
W
WI
16.559 soeee 0:721304 sq. (t:.
k ( .1~ %r 13.304.orae or 579 518 rq• ~G w I ZI
V44 IV,: K
al ~`SOOnr$~,Ir J h ;
LAURENC ( \1$ I
MUR ti W ` A W C
61 3 71.94'
DATED : Q wis' 4ii` 14 n At. 139,x-
May 15.2001 ~ • • ~ ~ 4.886 3 007 ~
E I s
'q. (t. 12Z67, .
u►NO 4.670 sorer or 20430 •
-1278.81' - -
15'~ - I
UW NE 11 - WIN v M. A303
SE 114 Section 3 783.
514.9T
's ---5 86°45`ZS~W 11313 7 '
' ]At 4 d Survey MaP
Volume age _
1 250 (Found
SCALE IN FEET 3BeT 28 N. RA 18 W Monument)
"
250 0 250 S00
&srh~g are rehreaoed to the Eat Nne of the SE 1/4 of Seed w 39 aeeim:ed bearing s 00°26'56" L ~I
SHEET bgrumat Dmfted by Mark W Peavey l OF 2
This VOL. 15 PAGE 4117