HomeMy WebLinkAbout022-1053-40-300 A73 93
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a
Wisconsin Department of Commerce SOIL EVALUATION REPORT ~ ~ of 3
- Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code 20
County S
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. i
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
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Please print all information. Review y e i > nDate
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
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Property Owner Property Location
~1Ec~ PrtiD 0-prMbPrCZ 8I'r-' DpR[= -Gera-Lot SW 1/4QE1/4'.S, C~ T E( c~)CW)
Property Owner's Mailing Address ~r Lot # Block # Subd. Name tlc4CSG ORP►c
7-16S 0-(YJN'rY " SS Z - \ s
City State Zip Code Phone Number
❑ City ❑ Village Town 'Nearest Road
NZw~ Frets w~ SLID t:?-- (-CIS) LlZS_6~ZL/ 0- lrr:.L1 )-Q e.1'. 14 . "SS"
New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 4 so GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Lu1EFSS OU L~`R Lft ~lft L. 01JTkJf-1A3 H Flood Plain elevation if applicable K3 A ft,
General comments
and recommendations: llUl >ti q X Sp O ts'm- 1.t3U'ToIJ L°fit,
" 1 7'► lMUX4 (3 it 01= S Ptx rb FALL- .
eU)v''OV2 VZ, q°1.1.5'
❑ Boring # ❑ Boring
pit Ground surface elev. Qq -S ft. Depth to limiting factor LLI- 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
1 0-12 vD-.p-31 Z Z,Jpti~k m`fir ~-S - a S . g
2 lZ-t lOY,,Z~1~ - ~i I Z~nS~k m~ cg _ a 5
~ t 4 -y, 2 -7.s`11Z31 y - S ~ t ~-s b1z )•rt u'f1- ~S - • y • 1,
4 ~Z-$1 lp`1R~1~~o 'FI•F 7.5''12 S/e, I`15 0M MV'Fh
"S 3 D S O F w e*Tft-L-Y L° em l vL S
Boring # ❑ Boring
® pit Ground surface elev. $ • S ft. Depth to limiting factor 3 s 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
1 0-K3 tw-m- zl - si I Zilsbk vnf-- 01S - s
~ ~o-~~ 1 ~ ~r IZ 31 - St ► z ►~n s e vv~'f~ ~9 - . s . a
3 )~-35 7•S'ip-31 _ S1 tC-Sbk KUT- d-S -
y 3s-6 ~~~tZ~rl ~.s ~ sag 1`Fs o~►-~ m v fi. - --6 _
y Sfcm r-i uar: PrT' g I
' Effluent #1 = BOD5 >30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign re CST Number
Arthur 'L. liegerer X1Z 220254
Address (tI e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 4. Plain St. River Falls, WI 54022 3-1Q_ p 715-425-0165
Property Owner ) y~~ Parcel ID # E~1T~I ki page Z of 3
Boring # 51I-]S Boring
Pit Ground surface elev. ~ N~- Z ft. Depth to limiting factor 7 70 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-$ IoL1R312 - sit Zfsbk ti+t`fr c - -S -a
Z 8-19 !r,~ I IL31(, - s) 1 Z W sWr w1~F►- CL, - -S
-8
3 1~-3~ ~•s ~rLvlb - 'al
t ~sbk »1v ew _ .
y 3~ Zp -1,S-1V-3)V wi-a--*U- .3 .S
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/ftz
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/ftz
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
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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SBD-8330 (R.6/00)
PLOT PLAN Page 3 of 3
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0 715-425-0165 220254 01-3Z (b
CST Signature Date Telephone No. CST No. Job NO.
Parcel 022-1053-40-300 07/19/2005 10:58 AM
PAGE 1 OF 1
Alt. Parcel M 19.28.18.291A-20 022 - TOWN OF KINNICKINNIC
Current I ,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: 2.622 Plat: 1382-CSM 15/4200
SEC 19 T28N R18W SW NE BEING LOT 2 CSM Block/Condo Bldg: LOT 2
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 2.622 400 0 400 NO
Totals for 2005:
General Property 2.622 400 0 400
Woodland 0.000 0 0
Totals for 2004:
General Property 2.622 400 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
u KA'THE>60 WS8
REGISTER OF DEEDS
NOV 6 2001 s REC IV DIFORCRURDWI
COUNTY ST I'ROIX 14-26-041 9:30 AM
EYOR`ORD COPY FEE: 3.00
RECORDING FEE: 13.00
fIA6ESi 2
CERTIFIED SURVEY MAP
John A 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, Wisco RCS
ST. CROIX Ct':
Plannin„ 7-.,..,_.
LEGEND D.O.T. Approval No. - 55-065-3300-2001
0 CT 2 G 20~~
0 Indicates 1" x 24" Iron Pipe Set LINE TABLE
(Min. Wt -1.13 Ibs.Ain. ft) ),t _
Line Bearing is ance;aV.yl d~G
0 Found T' Iron Pipe
Section Corner Monument L2 S 34°02'30" E 85.41'
0 (as noted) L3 S 55°4426" E 125.41'
L4 S 40°23'10" E 203.42'
L5 S 18°44'13" E 197.53'
• Indicates Soil Boring L6 S 67°35'19" E 62.83'
a '
OWNER'S ADDRESS
28 C.T.H. "SS" 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 atercourse o 15' ~3~ 100 50 0 100 200 300
(F Section 19, T o28 n N, R 18 W Aluminum • S 81 Bessings are referenced to the North-South quarter
MonumeMj ~ 3oN E section line of Sec. 19, assumed be* S 01°23'41" E.
02
2
`~`8 g0 3 55
W
'
_ N
UNPL
N ATTED LANDS
. OWNED BY PLATTER iv N
v~ 10 4
C14 ,
LOT -o993
% I I., ,
North-South Quarter Section Line ° 622 acres or 114,207 sq. ft. trh 2(Y Wide `•J'~
INCL.R/W~ Drainage
11
I Easement
N 35°11'38"8 ' .572' ( or 11$029 sq. ft. 1b
1413 ( CLRIW)
Co N - N 82°3T 3" E 305.58' J(~ 'Ld S 1-6 peDr .
N89 3T23" E 338.54_ r_ \ 9221 ° •~y
C14 C14
E
ED 8 - 0,
w
LOT 1 C6
C I tea; c7 2.617 acres or 113,981 sq. ft. 2~ ; 65 61 5aM tL
cao'v A a.' Cn (INCLR/W~
cm g 5b 9a 1,31a ~N
~ $ 2.385 ac6XCI103,WW) 897 sq./f1t.
C.- M
Q'i AI s ' ~1 LOT 3- _-i X26
I . a' M cb J N N .233 acres or 97,290 sq. ft.1
N`3
2679.3 , I N County Setback Line Y _ g . $ , p~
S 89 58' " 7, 0. ° 2.010 acres or 87,556 eq. ft. 66.00' wide easement
E' (East-West Quarter Section Line ° 66• • (EXCI, i?IW► A, for ingress and egress
Z S 89 1(V 445.86' - - Tb9 9b ro;~ as per m6gairmL
_ 305_58 "33.00 74.28 89°20 52" v6,_. 17~
74 rentedin 33.00"; P 305.58' 66.00; 40.00:. f.~y P. 597
_S 89°37'23W 445.86 T - r H
~ L n \ 6
o - C14 M 2659.49 eM,,
m oe N - - S 89°58'56" E 5338.86 I ble
z ;t South Line SW 1/4-NE 1/4 Section 19 kith RNV = a
r ` w (North Line NW 1/4 -SE 1/4)
OT 2
1' LOT _1_ I ~0-----
° ~
N /
0 m O
00 ~ A/
Certified Surve
South Quarter Corner o ° ` P rONNSj. ~ % , V o 1 u m eI 4 - pa 8 0 6 4111111111111111111110
Seaton 19, T 28 N, R 18 W ogF ° ° ° ° ti , s1 !OWNED BY 0 _ RS'' ~O
(Found Berntsen Aluminum a CF - -
°
Monument} S LAUR N° E °
M PHY
O S 713 > * % Dated:
cp A RIVER April 11, 2001
FALLS, a ~0
to WI. Gj ~
S
00 1~10
This Instrument Drafted by Mark W. Peavey 0°0 °OpppO SHEET I OF
VOL. 15 PAGE 4200