HomeMy WebLinkAbout018-1001-10-300
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Wsconsin Department of Commerce SOIL EVALUATION REPORT Page / of 3
livlsion of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County s'-/• Cjev/I~
Attach complete site plan on paper not less than 8 t/2 x 11 inches In size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ai8. /p~~ • !t*J
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revie ed Date
Personal Information you pro Id may be used f se dary purposes (Privacy Law, s. 15.04 (1) (m)). 4~ 6
Property Owner Properly Localton
S 8
Govt. Lot N~ 1/4 N 1/4 S / T l N R /7 E (or) W
Property Owner's Mailing Address Lot N Block 0 Subd. Name or CSMN
z o 3 3 -SAY ~3 y~
City State Zip Code - Phone Number
City Village E0 Town Nearest Road/
13/ilAwAl 41/. s yoft ( 715 f tel• 204? 11AMMOND 2~ a' S
[j New Construction Use: JM Residential / Number of bedrooms Code derived design flow rate IOO~ GPD
U Replacement ❑ Public or commercial - Describe:
Parent malerial /P f Flood Plain elevation. applicable All I r-- CA ft,
andneral
recommendations: •.5 J 7E TE37ZV Sol*r4,Q46• ,q/Q -4 -,1
dV ~I
GUN ~ i
Boring # Boring ~J •s S S ZpN1Nc' G
Pit Ground surface elev. r ' it. Depth to limiting factor 00 In.
Soil Application Rate
Horizon Depth 4omIn Redox Description Texture Structure Consistence Boundary Roots GPD/fli.
In. Qu. Sz. Cont. Color Gr. Sz. Sh. 'Et(01 'Eff#2
l o •G VIP
,,r shk~R CS i • y • G
Z" '6 • 2 Sb lie 16*13 ;0Y)
5A- -17r-Shk CS
• )o z moors s G / Ac -m c s • • 3.
r , •y ~o sY 4. z
-5-7 14-5 hT- 4"
{ F ) Boring 0 LJ Boring 7f• / Z / ' ( pit Ground surface elev. I7 ft. Depth to limiting factor In. Soil Aplfllcalion Rate
Iforizon Depih Dominant Color Redox Descflplion Texture Structure Consistence Boundary Rools GPD/Il'
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EIIA1 'Effl12
10-5 /d R •3/ L / s ,C irv► Cs • y~ -C4~
2- S. y a fs At vi es
3 / Fs /m die C s - 3
/o R c z ~D s S L .rw; S TGi' C S . S
'10 Y~e
J7/( 71(o
Effluent 0i = BODE > 30 < 220 mg/l- and TSS >30 < 150 mg/l. • Effluent #2 = SOD, < 30 mg/- and TSS < 30 mg/L
CST Name (Please Print Signature CST Number
• 'U L(3~ 4, 1 z ZCrr3 7 S
Address Date Evaluation Conducted Telephone Number
• o -71 S -3. 06 G • NO 7
Ulbricht & Associates
Private Sewage Consultants
655 O'Neil Rd.
Hudson, Wis. 54016 4-2"> V_4~~ /W q
~R~
l Z Na e,5/4i _ i
105/SON fAM.
Property Owner _T?w5r Parcel ID 04 . /00/ • /Q • MW Z 3
I:fl Boring Q Page of
Aoring q ❑ Q ~f0 555
Pit Ground surface elev. Depth to limiting factor In.
Fforizon Ueplh Dominant Color Redox Description Texture Structure Shc Application Rale
In. Munsell Consistence Boundary _ Fools GPD/ftt
Qu. Sz. Conl. Color Gr. Sz. Sh.
. L /QYR 3/ 'Eff#1 'Eff#2
~ if shy cs , : y G
/o ` L z
f s h1~ .vr.~jl C S S
/0yR 5 cxA Rio TS Z • 3
Y/? 617 /a cG /She A"
S Y/40
13oring # ❑ Boring
Cl Pit Ground surface elev. 11. Depth to fimtling factor In.
Florizon Depth Dominant Color Redox Descri lion Soil Application Rate
In, P Texture Structure Consistence =Boundary[ =Roots GPD/H:
Munsell Qu. Sz. Cont. Color
Gr. Sz. Sh. 'EH#1 •EH#2
EIEF
Boring # Borln
❑ 9
❑ Pit Ground surface elev. It. Depth to limiting factor In.
I Iorhon Depth Dominant Color Soil Application Rale
Redox Description Texture Structure Consistence Boundary Roots
In. Munsell Qu. Sz. Cont. Color GPD/fl'
z. Sh. 'EHiIt 'EI[#2
l
Effluent #1 = GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent 02 = BODS < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider trod employer. If you need assistance to access services or
need .material in an alternate formal, please contact the department at 608-266-3151 or TTY 608-264-8777.
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Parcel 018-1001-10-300 04/06/2007 04:48 PM
PAGE 1 OF 1
Alt. Parcel 01.29.17.5A-30 018 - TOWN OF HAMMOND
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - KIM, KWONSHIK DENNIS
KWONSHIK DENNIS KIM C - LIM, SI JOON
SI JOON LIM
15395 HIGHLAND BLUFF
MINNETONKA MN 55345
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 120TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 12.641 Plat: 4347-CSM 16/4347
SEC 01 T29N R17W NE NW LOT 3 CSM 16/4347 Block/Condo Bldg: LOT 3
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
01-29N-17W NE NW
Notes: Parcel History:
Date Doc # Vol/Page Type
10/26/2004 778128 2683/330 QC
08/01/2002 685720 1939/282 TD
07/23/1997 855/586
2007 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 07/13/2004
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 12.641 1,600 0 1,600 NO
Totals for 2007:
General Property 12.641 1,600 0 1,600
Woodland 0.000 0 0
Totals for 2006:
General Property 12.641 1,600 0 1,600
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch 211
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
APPROVED
ST. CROIX COUNTY (p? r2 0 M
k~~nn~nn rnr~ P?rk4 rnm„,jNco D 1~7 L5 U 6 8 5 2 2 5
F fj 4
y, t VOL 16 PAGE 4347
J U L 2 6 2002, MAR I I X003
s REGISTER H. DEEDS
It IlEat f@Cuded vnttiir, 30 days of
ST. CROIX CO.. HI
ghnit be RECEIVED FOR RECORD
CERTIFIED SURVEY _MAP 7-26-2002 11:15 A
The Northeast Quarter of the Northwest Quarter and part of the C
RTIFIED SURVEY MAP
ir, FRV 11--IRR
Southeast Quarter of the Northwest Quarter of Section 1, Townshi '
FEE:
29 North, Range 17 West, Town of Hammond, St. Croix County, Wisc4 us:
2
1 C.S.M. I UnFatted Lands
Vol. 4,Pg_1094 120th Avenue
66' 33' 33' i North Line of the NW Quarter P.O.B. Found N 114 Corner
S89'30'53"E 1323.87' sec. 7
(Conc. . Monu Monument,
Imo--441.73'- 882.14' - Cop Missing)
4 h7
N89'30'53"W 1323.87= / 441.73'1•F
780.70' y/C1
Rec. N89'47'00"W i ' g r5r-12224 1
I° a M
I I
` 1323.37' I r,y yh 100 Bld I
1 ,!/~N
_ 100 ►o Setback -Line 50~
c Cz ~Tro naWIssion S89'30'53"E 2647.74'-----
i ► t
U ° Line Esmt. b =A EA (including R.O.W.) to N
2 c~, ~o 701-1 497N. 435 3 7 o 617,366 Sq. Ft. a,~'' 3 I
c rn - 0 14.173 Acres m c'~; I $ ~1 v1 I
ci to nl N a+ I
•/SLOT 2 b
0 d m m o 1) m e < cv 10 J c d, r I U I 000 01
, I
ir1 0_ G 6 tp d O` S89'30,53„E 881.76
~ O ~ ~ ~
3 M C,4 ~ 838.72' i >I
N Q,,~ ~ 3 M /3,.104 I
z JI 0)
N o
N LOT 37 14 v
o ;o r o co
C-4 < AREA (including R.O.W.y
v1 p o I00 ° - I W z S 550,630 Sq. Ft. 11 010 - ` II j v I c~ 12.641 Acres ao I ao
Q ~ ' to ~ O p~ N LOT I ~o South Llne of the n ' eq I N S
i co °N +
crn81m- c C t 1 NE114 of A 04
b .3 II ° v+ v+ ( , the NW 114
cv ~ o o c c 00 01
0 a` = = 839.64 41.80 -R N 1c -v
.74 881.44 0 c N
W"1281.38' , a JS89'52 06 E 1323.18
pNorth Line of the SE 4 of the NW 1/4 -p N AREA (including R.O.W.,) LOT 4 S 1^ >I N Ch O
-N- NI ° 871,646 Sq. Ft. to I ^ QI g
20.010 Acres I I t 00
I 4b ; South Line of the North 112 j ~°on
of the SE 114 of the NW 114 \40.49) I 1.-1 a~
w a
51
The bearings are 1282.35' i
o\ N89'58'24"W 1322.84' e
3
referenced to the ~2 v
I UnFatted Lands I
North line of the m 1
NW 1/4 of Sec. 1, I I~
T29N, RI 7W,
assumed to bear 3 ° TOTAL AREA (Including R.O.W.) 6-1 10 U I •9
2,626,558 Sq. Ft. 60.298 Acres N~ <o cn I V N u
o
589'30'53"E r mn,:r
I TOTAL AREA (Excluding R.O.W.)
2,502,910 Sq. Ft. 57.459 Acres ~I M Z y H e
1J322_50'_ East-West 114 Line 1322.50' NI M 2630.99' W oo,
N89'55'19"E 5275.99'
Found W 114 Corner Rec. N8917'35"E 5275.85'
Sec. 1-29-17 I Z !
(2" Iron Pipe) Set Center of Section
Sec. 1-29-17 N i
O . 02 LEGEND I
5•C'.. . O Set 1-5/16" (O.D.) X 24' Iron
*41 ~ Found S 114 Corner
Pipe weighing 1.68 Ibs./linear ft.
• E E E. : Sec. 1-29-17
* C LTZ :4C Q Found Section Comer (Survey Nall)
2031 Note: See Sheet 2 of 2 ofts
o 100' Building Setback Line for Lot Areas excluding
s• HUDSON,WI :•'Q~ '
e o the right of way.
y'•.. u Soil Boring
I~ O
`i
~j ~J Drafted by: J. Vogel
*0is V R Drawn on: July 25 2002
Project#22031
400 200 0 400 MELCHERT WALKKY
landscape architecture 749 highway 19 '
civil engineering phonon' W116 3891773
SCALE: 1 INCH = 400 FEET land surveying Fax (716) 389-7989
Sheet 1 of 2
Vol.16 Page 4347