HomeMy WebLinkAbout032-2176-16-000 (2) PEv GopeR /8 v yes ' ( Mg 2)&vt4.op yi,7— 0,/0 Toy #4,t Sa-iv
¢oco .4/4/ ) S . Rev tev:vlr, Akv. 55o66 65/• 398 - /coot:,
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. ode
_- - .-, ,„ty 57 ciPoi X.
Attach complete site plan on paper not less than 8 1/2 x 11 1 s in s z fts o mUSI) ___
Include,but not limited to:vertical and horizontal reference poin (BM),direction and ptcel 1.0. ,
percent slope,scale or dimensions,north arrow,and location a d distance to nearest road. Olt G /�� U
,l;F. ) ! if r
Please print all Information. �,i � �� Rvievy - Date
R ���"
Personal Information you provide may be used for secondary purposes( rivacy Lary.s.15.04(1)(m)). - j 6 tel• I SY DO 7
Property Owner . pSopery Hon 5
6/,q-i, 1 ('JEFF) 8OA�PPM,9/J govt.Ld .-.R�.-1/4 1/4 • � t •3CI N R /9 tc(or)W
P ry Owner's Mailing Address Lot# Block# Subd.Name ► "• �i�ij«!
'°0 Z z /<v0 4-t, A ag • 1-Q - /• ' - o '
City z State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
Ri o p 1 w/. 159O,71 ( 7iS)Ott •-S38G Sd...,EiPSE7— i /4,6•11.A. 4 ue .
( New Construction Use:0 Residential/Number of bedrooms 3- y Code derived design flow rate_ &eV GPO
❑Replacement d ❑ Public or commercial-Describe: sy�-- ,Q,Parent material SiTAL7y 0O7"4'M t Flood Plain elevation if applicable '`i,! ft.
General comments da $ 4'-4 7.S7 7 SW T+''J/.tee. / e /f'� /i()f/P c9O uj7
and recommendations:
e",o4.>DE--or/• '4-G p a ed. Fs s . -- Z Oi/Fr-c)s --
. 7/, .E CP S •
/ 0 Boring
g Pit Ground surface elev. / 7. ft. Depth to flmiting factor ' in. ication Rate Boring#
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It<
in. Mansell Qu.SL Cort Color Gr.SL Sh. 'Efftt1 'Etf#2
/ o •/l /0//e3 A — L /f %e- 4d! € c4 3f • Y • co,
np 8- L3 /o g v 5/6 ,s K fie 05 / , z . 3
3 .1 7.51 A_' 5L 7fjhe 141 7`2 a S / • " • 4,
NAB f i0N . s a, 53______,...e ---- r Z /• Z
IW. Pit Ground surface elev. ft. Depth to limiting factor>f0 In. Soil Application Rate
Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
In. Munsefl Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Etf#2
/ o. io023/V L /7csk 44.17e2 CS of • 9 . . G
z Y. If /oy/e `//Cc . - 5/6. : 44,1Shie /14/f" Ceti /f • 5 , - 8
3 /9.2f ioyR - 5/6 /f's/i- 4,0C/ tq S — •z- • 3 .
X1.12 7.5ti/� fee SG //she 4.1•i�i2 a5 — • • C-
S5 �---
3. . i 0 25 .,._, i . - _ . 7 /
'Effluent#1=BOO >30<220 mgtL and TSS>30<150 mglL 'Effluent#2=BOO <30 fngll and TSS<30 fngll
CST Name(Please PrM) Signahme i I •2 2,CO Number 1
Address Date Evaluation Conducted Telephone Number d
Ulbricht & Associates , /7 - An, 7is- 77. .• 311q2..
2812 10th Ave.
Spring Valley, WI 54767 4°c L S /V g sg Sec. // e 3 1- 20 Y,t• leo •&TO
S /S Ste. // t
For issuance of permits and designing Z- °32" yS' SD• o i S
Contact:Ulbricht&Associates .5'4)/f10 St c
Registered private wastewater consultant and plumbers --� yGl�pet) See. �Z _ .032 -2 04/5- y°.oat
2812 10th Ave. No
Spring Valley,WI 54767
715.772-3442 Ntc)754J 1 5 to/AiW 5C. 12-x9
3°0,7- .---7" 032 - Z0ys • yd .
A•
ORIGINAL
730 -ROAfrtyt)
GoT
Property Owner Parcel ID# Page of
I3 Boring# ° Boring
XPit Ground surface elev. 75.:(5'0 ft. Depth to limiting factor>70 In. ' Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence BoUndarT Roots GPDIff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eft#2
/ o-g /° 3/y hesh� - e ffw 3-74 . -
2. 8• /I ,/o fie l - sa- /15h, �f�,f? Z.s / . 2 • 3
3 /No 7s yie V(e G S / r .e e s — • 7 /•
y 30 -0 /o05/1( — sit- /slit .7e* .a-5 — • . 3
5 Olt /0 5/4( s D. S ,e,49 . - (•
Boring# ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon l Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EB#1 'Eff#2
F---1 Bort' ng# ° Boring
❑ Pit Ground surface elev. ft. De•; to limiting factor hi.
Soil �,tion Rat e
Horizon• Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPM!
In. Munsel Qu.Sz. Cord.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•
1 1 Boring ° Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soft Application Rate
Horizon Depth Dominant Color Redox a: cription. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. • Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•
•
I
- • •Effluent#1=BO; 30<220 mg/L and TSS>30<150 mg&L •Effluent#2=BOO,<30 mg&L and TSS<30 ngA.,
•
The Department of Co erce 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.
580-5970(RAM)
z ; (3,
r---____)
o
.r des r 10 7- 4 ,
OCP
0 ---C7 `--
Qi
o
N-
S 1,
O'
N
oEC,
•
a
:
r -- .
O y J In N
.
Q o
v✓
o
N
o
‘\ Q1 p. . j
D 4
h 1, %,
•
. (\ ;,\ \\ ___ 7.____ ___
• t b ( 1►
c y. q `A
. , vo,
. f Ty I 1 1 : ® D
• • 570.18' C
iZ
• •
to O
N
LOT 9 : I I W ID
3.0 ACRES O N O
C.B.A.=2.3 ACRES W
m
O
N LOT 16 N o
,, ® 3.1 ACRES W O M
•® yA :® ® C.B.A.=3.t ACRES
•
®
575.47'
•
al
27,
/
> ®. ® N
•
N
® Lf17 N
• / 3.0 ACRES OO
\ ■• / Q� C.B.A.=3.0 ACRES
• i
.! // '
• 642.67
/
/ ryb` '
C. pO/ 388.95' ®
LOT 18
® ®3..O ACRES
'6'E'S 4r G6.A. 2.4 ACRES
FM W
• O co
i /,. / LOT 19 M t0
•0 Sy 3.0 ACRES CO
/ N m
4 C.B.A.=B.O.ACRES CO
L. O.=926.4
3
Uzi
• ® 563.71'
/ 291.23'
. , LOT 20
3.0 ACRES r _
' e'3 C.B.A.=2.7 ACRES ,a ®
8 _9�A.9`�ry�• L.B.O.=926.4 r.
1• t.o��� ,a N W ® ®
JP�O •'
.• ,�PQ C.B.A.=1.9 ACRES
t
71.48's
•
336.96' S89°34'47"W 372.54'
LOT 22
3.0 ACRES co
N1 ® -
N) W
p r N
LOT 21 ® W I.: LEDV rEl to
��
co
3.0 ACRES M @�� CO W
D.B.A.=3.0 ACRES W J/V Leo 1.J9 P" . 6`6g 0
N W cv v
g) to f0
d
I.O y/ 0
v�� Z C.B A.=0.96 ACRES
POLE SHED HOUSE
FIELD
DRIVE EXISTING
DRIVE 224:03'
371 c61' — N m ��
_TI 160TH AVENUE 1319.70'
- S,
S ° 4'08"W 223.78'
S89°14'08'W
p EXISTING CENTERLINE m SOUTH LINE OF THE SW 1/4,89 SE1 CTION 12
I rs'giHIG i:=G1lTED IiLiqkrU-5 \ I [L(c rl
� Gu,CO
8\ i\l�� E3 ( f ':u�Cc \VJ . Jr;lac;;
I
'NERS _ IDEVELOPERS:
Parcel #: 032-2176-16-000 03/26/2008 04:58 PM
PAGE 1 OF 1
Alt. Parcel#: 12.30.19.1501 032-TOWN OF SOMERSET
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
01/28/2004 00 0
Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner
0-TI MAGNUSON ENT INC
TI MAGNUSON ENT INC
1638 83RD ST
NEW RICHMOND WI 54017
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description * 1625 83RD ST
SC 3962 NEW RICHMOND
SP 1700 WITC
Legal Description: Acres: 3.100 Plat: 09-099-LAKESIDE ESTATES 1/22 032-04
SEC 12 T3ON R19W PT NW SW&PT SW SW Block/Condo Bldg: LOT 16
LAKESIDE ESTATES'04 LOT 16(3.10AC)
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
12-30N-19W NW SW
12-30N-19W SW SW
Notes: Parcel History:
Date Doc# Vol/Page Type
11/10/2005 811724 2925/680 WD
01/28/2004 752813 9/99 PLAT
08/22/2003 736985 2385/383 WD
09/27/2002 692047 1991/540 QC
more...
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/10/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.100 60,500 0 60,500 NO
Totals for 2008:
General Property 3.100 60,500 0 60,500
Woodland 0.000 0 0
Totals for 2007:
General Property 3.100 60,500 0 60,500
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