HomeMy WebLinkAbout022-1053-40-200 -11!~ a2396-
Wisconsin Department of Commerce SOIL EVAL -F PART Page 1 of 3
Division of Safety and Buildings ! 1,
in accordance with Comm 85, wAdm. Code
Cdufity? K
Attach complete site plan on paper not less than 8 1/2 x 11 inches i size/Plan jVNE Q ST ' L°
include, but not limited to: vertical and horizontal reference point (B ; c'l~ection n Parcel b
percent slope, scale or dimensions, north arrow, and location and distartce to nearest road.
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1 MAY 1 viewed Date
Please print all information. s
A ST GR01X _
Personal information you provide may be used for secondary purposes (Priva to*, s.15.04 Qjoo)j-ry
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Property Owner PAMd on , z
-S*(Zl W1 Rh1D C`t}IV~F~C` 1~ -~-1JDd2(- "t t ''.1`/4, C1/4 S 1C~T Z~ N R ) E(or)W
Property Owner's Mailing Address Lot #,--,..Block "Subd. Name or CSM#
7-SS CCUNT-If SS ,r ZvC3
City State Zip Code Phone Number ❑ City ❑ Village 2 Town Nearest Road
RW F L F-P LAS Iti) I 5LIBZ-Z (-11 S) L1 ZS - 67 ZY 1-C.1 t'1N 1 Ckctmlti..► I C e • T . vi • 's-s"
[A New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate -151-13-0 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material t l~ ASS OU k7it t Llt ft L. OIST`-J f`N W Flood Plain elevation if applicable !v /a ft,
General comments
and recommendations: P"1;:-::CQ mlk Etjv--) y Z~(Sf L '!f 3 Z. S L 6 X7111 LD U IJI~'3 OF
161 CR~R C.l~-[ 3~ DL kit jvpe~ L Ct~ ~ ~'t-r`.
O'T-mF-l or cQLu
F T] Boring # ❑ Boring
Pit Ground surface elev. R. 6 ft. Depth to limiting factor y.47 in. - Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-13 Ltj4v zf - Sit Z`-36k rn~~ LL,) - •S .g
Z 13 ZS )r 9 9'316 - S1) 2wt3b1t %(j
3 Zs_4 ~.s `tIZ31Y _ s J c Sb Wtv~Fc~ ew - , u • b
F-11 Boring # ❑ Boring
® pit Ground surface elev. T I _ O ft. Depth to limiting factor 9 q in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-9 L64 $I- ILZ - sil Z~sb>z m'fr i°~i - S .8
Z C)Zy to1_z 3A. Zhlsbk X`f 1- ccv - s
a 9k[-qI -1 -SYP- 31 10-2~ ulcS
Li6 29 t~~t sl - s o g M - • S - 9
'Effluent #1 = BODs > 30 < 220 mg/L and TSS->ZT<-TO mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) na re CST Number
Arthur L. Wegerer Sig g
nn~ 01-'a6- J 220254
Address E,T e g e r e r Soil Testing & Design Service ate Evaluation Conducted Telephone Number
421 1. Bain St. River Falls, WI 54022 3-1Q- O) 715-425-0165
Property Owner $ D o SL Parcel ID # I--:, E),-1o I to 6 Page Z of 3
Boring # lU~~ Boring
t~l Pit Ground surface elev. 6 , s ft. Depth to limiting factor 7 4 `j in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
0. 13 ~t34c ZL ~ sh Z` Is Vc m`~- env .S . 8
Z 13-Z4 1 bLa3A LW1 Sbk hi fl- ew - ~ S fi
3 z9-4►6 ~.3'- I 31y s I 1 csbk m ~ ~S -Ll -b
y L) aC) 1D12fL S/(, 'P S U 5~ 1~t • S - 9'
L) Cou ►,1 S S o L l wt ►v Fi2 ILI _
F] Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color . Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Effluent #1 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L
Tlie Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SOD-8330 (R.6/00)
PLOT PLAN Page 3 of 3
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"8v t, 3 -Z1_p~ 715-425-0165 220254
CST Signature Date Telephone No. CST No. Job No.
66 01 S$
U KATHLEEN H. WALSH
REGISTER OF DEEDS
NOV _ 6 2001 S RECEIV DIFORCRURDWI
10-26-2001 9:30 AM
Eyo'S RECORD COPY FEE: 3.00
RECORDING FEE: 13.00
"A6Eoi 2
CERTIFIED SURVEY MAP
John D. Bettendorf and Candace R. Bettendorf
Located in the Southwest 1/4 of the Northeast 1/4 and the Northwest 1/4 of the Southeast 1/4, Section 19,
T 28 N, R 18 W, Town of Kinninkinnic, St. Croix County, WiscOA&PRO .
ST. CRC)IX (y,,
Ptannin,, 7...,-
LEGEND D.O.T. Approval No. - 55-065-3300-2001
0 cr 2 ~ zno~
O Indicates V x 24" Iron Pipe Set LINE TABLE
(Min. Wt -1.13 ibs.llin.1) or rcacq,;;;,
• Found 1"Iron Pipe Line Bearing Distance-' ,.oval aut,.
Section Corner Monument L2 S 34°02'30" E 85.41'
0 (as noted) L3 S 55°44'26" E 125.41'
L4 S 40°23'10" E 203.42'
L5 S 18°44'13" E 197.53' NN
• Indicates Soil Boring L6 S 67°35'19" E 62.83' N
L7 S ° „
OWNER'S ADDRESS
28 C.T.H. "Ur- NOTE: An erosion control plan will be required by
River Falls, WI. the St. Croix County Zoning Office prior to
construction on each of these lots.
Scale in Feet 1" = 200'
Centerline
North Quarter Corner Watercourse ,15;Q3„ 100 50 0 100 200 300
l Section 19, T 28 N, R 18 W s a1
Bearup _
re to Nodh- Secs 19 us reed bearing S 01 341" E.
section fine are
((Found emtsen Aluminum
of
1 01 ent)
3~►
gp32 AA,2g"E
5'
g ,
w, N 5'Z7
--------12A .
q
-co
N ° UNPLATTED LANDS
OWNED BY PLATTER P)
c,4
LOT 20 wide o
North-South Quarter Section Line ° 2.622 acme or 114, 7 eq. ft.
Z (INCL Drainage
N 35°1 Y'~" ' 2.572 acres or 11zlm sq. Easement
(EXCL WW)
%
41.38'',
00 C-4 - N 893T23" E 338.54_ N 8203T23" E 305.58' , 5 9 2 • °~.d
N \0
NI a C/~ ' 66' •
o LOT 1 6~°35
M a M 2.617 acres or 113,981 sq. ft. ce)
CL4! I-- R5 6 ,5a
C 2.385 acres 03,%7 sq. ft. ----S 6098 131"
N LOT 3 - - Q ,
I~s Q, ra; - N N
1 ai i N .233 acme or 97,290 sq. ft. I - S 613
1 NM County Setback Line $ $ _ 20,84- • ~~o.~a.
S 89.5879.37••• I j! o; 0 z 2.010 acme °r 87,556 s+ ft. . : • 66.00 wide easement
E' (East-West Quarter Section Line III_ 86' a (6XC for ingress and egress
S 89305_58 VV 86' - - . . as per _ .00' 74.28 89°2052" W .1.
f~0 vn~. 17-1.3./
~ 33,00: M 305.58' 33.0 66.0 , I 4g 2§, 1 40.00:- R 5q7
_S 89°37'23_W _ 445.86 3 ` M '
c M ---2659.45--- • T`~~ \~-'3
c i - - - S 89°58'56" E 5338.86' I b1e
idth
RNV ` x a
Z 8 is South Line SW 1/4-NE 1 /4 Section 19
(North Line NW 1/4 SE 1/4) ( OT 2 0D
N w
L% LOT I
~ccc l / r' 11300
3H~~
Certifi a-
o 1 u m ee d 4 S u r y_e °'"~M
south Quarter Comer aoNs4%
V
Section 19, T 28 N, R 18 W 15, PA 3 8 0 6
(Found Serntsen Aluminum OWNED BYO _ RS''
Monument) S LAUR N°E °
° M PHY
° S 713 > A 8 Dated: ~ V
RIVER z ° April 11, 2001
FALLS, ~0
00V0 0 W1.
Qi S
°°o
00
This Instrument Drafted by Mark W. Peavey 0pppppppppO° SHEET 10060
VOL. 15 PAGE 4200---°--~
Parcel 022-1053-40-200 07/19/2005 10:58 AM
PAGE 1 OF 1
Alt. Parcel 19.28.18.291A-10 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): * = Current Owner
* BETTENDORF, JOHN
JOHN BETTENDORF
285 CTY RD SS
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description
SC 4893 SCH D OF RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 2.617 Plat: 1382-CSM 15/4200
SEC 19 T28N R18W SW NE BEING LOT 1 CSM Block/Condo Bldg: LOT 1
15/4200
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
19-28N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
2005 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/11/2003
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 2.617 400 0 400 NO
Totals for 2005:
General Property 2.617 400 0 400
Woodland 0.000 0 0
Totals for 2004:
General Property 2.617 400 0 400
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