HomeMy WebLinkAbout040-1064-70-150 (2) REG- IVED
Wisconsin Department of Commerce ,►P���►, VML-I E T Page 1 of 3
Division of Safety and Buildings 4� �2 20►
rdance with Comm 85,Wis. Adm. Code
County St.Croix
Attach complete site plan on paper not IesitWW)� ii ches in size.Plan must
include,but not limited to:vertical and horizontal re ePence point(BM),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 040-1064-70-�66 Q
Please print all information. Revi ed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). � 13
Property Owner Property Location
Li
Paula Estlund Govt.Lot SE 1/4 SE 1/4 S 16 T 28 N R 19 E(or)W
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
393 North Glover Road NA Ewatitg CSM S�/3
City State Zip Code Phone Number ity [:]V llage EjTown Nearest Road'-
Hudson WI 1 54016 ( 715 ) 425-5852 Troy North Glover Road
New Construction Use Residential/Number of bedrooms Unknown Code derived design flow rate Unknown GPD
®Replacement Public or commercial-Describe:
Parent material Glacial outwash Flood Plain elevation if applicable NA ft
General comments
and recommendations:
B 1 Boring# 11 Boring ED Pit Ground surface elev. 931.6 ft. Depth to limiting factor >96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10YR 3/2 --------- sil 2mgr mvfr gw 3vf-f 0.6 0.8
2 9-15 10YR 4/6 -------- sil lmabk mvfr gs 2vf-f 0.4 0.6
3 15-28 YR 4/6 ------- scl lmabk mfr gw if -0.2 0.3
4 8-42 SYR 4/6 -------- s Os ml s if 0.5 0.5
5 42-65 1OYR 5/8 ________ cos Osg ml gs if 0.7 1.6
6 65-96 IOYR 6/4 ---------- s Osg ml --- --- 0.7 1.6
B2 Boring# ® Boring 926.2 >99
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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-7 10YR 3/2 --------- sil 2mgr mvfr gs 3vf-f 0.6 0.8
2 7-19 l OYR 5/4 -"'- sil 2mabk mvfr gs 2vf-f 0.6 0.8
3 19-29 4/6 -------- scl lmabk mfr gs if 0.2 0.3
4 29-48 7.SYR 5/8 --------- cos Osg ml gw lvf 0.7 1.6
5 48-78 10YR 5/8 ---------- cos Osg ml cs --- 0.7 1.6
6 78-99 10YR 6/4 ---------- s Osg ml --- --- 0.7 1.6
*Effluent#1 =BOD >30:<220 mg/L and TSS>30:S 150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature CST Number
Daniel P.Ku el / anj P 250693
Address Ogden Engineering Co. 414 Date Evaluation Conducted Telephone Number
(715)425-7631
1234 S.Wasson Lane,River Falls,WI 54022 "Ill April 25,2007
040-1064-10-000
Property Owner Paula Estlund Ptrcel ID# 040-1064-70-100 Page 2 of 3
B3 Boring# 11 Boring 926.9 >96
El Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10YR 3/2 ---------- sil 2fsbk mvfr cs 3vf 0.6 0.8
2 8-17 1OYR 4/3 ---------- sil lmabk mvfr gs if 0.4 0.6
3 17-27 5YR 4/6 ---------- sl l msbk mvfr gs l of 0.4 0.7
4 27-44 4/6 ---------- scl lmabk mfr gs lvf 1 0.2 0.3
5 44-56 7.5YR 5/6 ---------- s Osg ml cw --- 0.7 1.6
6 56-96 10YR 6/4 ---------- s Osg ml --- --- 0.7 1.6
D 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/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
_ Boring
F-1 Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
M-8330Test(R.07/00)
040-1064-10-000
Property Owner Paula Estlund Parcel ID# 040-1064-70-100 Page 3 of 3
Ae-c 4n irk
P;yc SITE PLAN
Vj
' . .�
♦ ,
R � ,
� a
� I
'/
ow�
Nam �,U;F,�
Za
OGDEN ENGINE RING CO.
DANIEL P. KUGEL' CST#250693 Civil Engineering &Land Surveying
1234 S.Wasson Lane,River Falls,WI 54022
DATE: O/'i �, 2 007 (715)425-7631
RECEIVED 111111111111`II"11111111111111111111111111111 1111
AUG - 2 20 853736
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO., WI
ST.CROIX COUNTY RECEIVED FOR RECORD
SURVEYOR'S RECORD 06/20/2007 12:40PM
CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP
LOCATED IN THE SW 1/4 OF THE SE 1/4 AND THE SE 1/4 OF THE `8b: 22 PABE-3
SE 1/4 OF SECTION 9, AND THE NW 1/4 OF THE NE 1/4 AND THE NE 1 T1 0 1/4
OF SECTION 16, ALL IN T28N, R 19W, TOWN OF TROY, ST. CROIX COUNTY.
INCLUDING ALL OF LOT 1 OF THE CERTIFIED SURVEY MAP RECORDED IN VOL 5, V AGE 796,
DOCUMENT NUMBER 356581. LEGEND COOUNTY CAP TION C NO CORNER MONUMENT.
NOTE
� ��) A� (FOUND • 1 1/4" IRON PIPE, FOUND.
5 W ZL\ h G�// l DIMENSIONED AS 1r 2 3/8" IRON PIPE, FOUND.
OUTSIDE DIAMETER. 1 1/4" x 18" IRON PIPE WEIGHING
\ - - - - - - - - - \� 0 1.68 LBS./LINEAR FOOT, SET.
UN_PL A TTED
S,N fk 9 \�� �.�� LA1V0 Ii MAGNETIC SURVEY NAIL, SET.
\ SE G.To 0���/ (R) PREVIOUSLY RECORDED INFORMATION.
G�,/ / EAST L^r of ....... CENTERLINE OF EXISTING DRIVEWAY.
LOT 12�\ `1- / aP� / /k� 17C SW 1/4 OF
y /Q' tc, 5£ 1/k 9 THE SE 1/4
GS.M OQif ,� � BUILDING
-.-__ SETBACK LINE, 50'
V 17 1 �� 'S SEG AAORTH LAME OF �� OTHERWISE SHOWN.
P 4460 / 1 G�t�t' 6o,°` S SE'C7�1164 � —'�'E (STING FENCE. NE CORNER
_ 1 A'y BM #1� �j lO, N 89°04' 24" E . �• SECTION 1 16
_ s 2645.84' -- -
���-- / ��-- *
2046.5 1', 0 599.33 -�
N 1/4 CORNER j / o ° �y S 89'04'24" W
SECTION 16 DRAINAGE ►, ,yro O$
' EASEMENT t' °k9
T28N, R19W / 63.� POINT IN
'N�_� I HIGH WATER j"� � BEGINNING
L O T 13 _ ELEV.--901.17 F
t^
G S.M. LBO-903.17
^,°� 1sO, N g1,21 -� 9 I N UNPLA TTED
V - /o % --'��387.75 �.o `L� LAMD-
EAST LIIEE S 6 4
OF 771- row 1,14 LOT 7 Ion
to/% rrC ^� 1/4 13.131 ACRES y1 - -
ro ° VAT/AN 571,993 S.F. 1 BM 2 �-
`< PP°E, TYPICAL ei y°�
�\ °A o �� As' /� - - -7 / S DRAINAGE
_3 �. ' / 5 EASEMENT
/ \= r� HIGH WATER
j S 89°55'31" E 35210' " ELEV.-903.41
>•ys9,\ L% j 113.78' 238.32' LBO-"5.41
' . gyp? \ ' SO :\ SOIL n k�
2 ORINGS,
A- - -\ �� \ R.\ i/°�,� ^o�Wl LOT G �y TYPICAL - -
11/k 16 > '?O? Tar ?t \•�j .� �^ _ 1 ® 62 `ate TR'
stir , ,Z ?o s9" 9s9- '• 2 ti $jl.�'r es `� 3 Orli on >I
c30' Z O�` ol� 6.926 ACRES
-Al 301,699 S.F. lol
GL O VER ` a 1 tU cV
STA T/ON z �Zp\• C�(DLO `;c 6'WIDEST-4 ED
J . 1{ _F`'S� ( VEIiAYFHED)E7V7 �qc c5
(CR tTCFlED) (� OI WIOI�I
cli
a, �c`o•fc ��OJ, WELL \FO •�.ti lr-P� I� �,iUPl�l
p S \` �Z E�.S' \9 SO°a_ i ^ BENCH MARKS:
�- ¢rn �0 30�� \4Q
o �sao �0 6� ,k3 \LF ars \•\�s -- .n BM 1
ssb., TOP OF 2 3/811
($ IRON PIPE
�'O
ELEVATION-910.38
LE5-am 6�vi/ 3 LOT 2 �o s9\,J� (NGVD 29
N n \' .o TOP OF 1 1/4"
LOT 5 IS NOT A NEW LOT AND IS ONLY INCLUDED IN ORDER r- IRON PIPE
cn TO ACCOMMODATE AN EXCHANGE OF LAND BETWEEN �`p ELEVATION-905.00
ADJOINING OWNERS_ IT IS NOT SUBJECT TO SUBDIVISION \ 6' \ (NGw 29)
ORDINANCES, LOT STANDARDS,OR FEES.
SCALE IN FEET c+ \
SUBDIVIDERS
L O .,.ff•
M^"' KERRY L. GEURKINK
-"`��„` u
O 100 200 400 NORTH GLOVER RWISCONSIN
HUDSON WISCCONSIN54016 HUDSON 54016
ffll5 INSTRUMENT DRAFTED BY JEROD A. FINK PAGE 1 OF 3
Parcel #: 040-1064-70-150 07/18/2013 04:35 PM
PAGE 1 OF 1
Alt. Parcel#: 16.28.19.241 B-50 040-TOWN OF TROY
Current OX ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
07/02/2007 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
PAULA J ESTLUND 0-ESTLUND, PAULA J
393 N GLOVER RD
HUDSON WI 54016
Districts: SC=School SP=Special Property Address(es): "=Primary
Type Dist# Description *391 N GLOVER RD
SC 4893 SCH DIST RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 6.926 Plat: 5413-CSM 22-5413 040-2007
SEC 16 T28N R19W PT NE NE CSM 22-5413 Block/Condo Bldg: LOT 06
LOT 6
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
16-28N-19W NE NE
Notes: Parcel History:
Date Doc# Vol/Page Type
09/15/2008 881422 QC
06/20/2007 853736 22/5413 CSM
03/10/2004 756244 2523/639 QC
10/22/2002 695279 2019/489 WD
more
2013 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 11/09/2009
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 6.926 94,600 0 94,600 NO
Totals for 2013:
General Property 6.926 94,600 0 94,600
Woodland 0.000 0 0
Totals for 2012:
General Property 6.926 94,600 0 94,600
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
OGDEN ENGINEERING COMPANY INC. JAMES°LOUIE"FILKINS
7 Professional Engineer
Civif Engineering and Land Surveying Solutions Since 1971 Registered Land Surveyor
1234 South Wasson Lane, River Falls, Wisconsin 54022 Certified Soil Tester
Telephone(715)425-7631 Fax(715)425-7965 DANIEL P.KUGEL
Registered Land Surveyor
Certified Soil Tester
July 17, 2013 REr"',"QED 06-2846
JUL 18 1013
ST CROIX COUNTY
Kevin Grabau
Land Use Administrator
St. Croix County Community Development Dept.
1101 Carmichael Road
Hudson, Wl 54016
Re: Soil Report for Lot 6 of the "Paula Estlund" CSM
Dear Kevin;
Enclosed is a signed copy of the soil report we performed for Lot 6 of the CSM we created for
Paula Estlund in 2007, per your request.
Please contact us with any questions or concerns.
Respectfully,
Daniel P. Kugel
Enclosed: 3 page soil report dated April 25-26, 2007
Pam Quinn
From: Kevin Grabau
Sent: Thursday,July 18, 2013 3:03 PM
To: 'Daniel Kugel'
Cc: Pam Quinn
Subject: RE: 2007 - soil test
Hey Dan,
I just received this soil test in the mail today. I forgot to discuss that the soil tests require a $30 submittal fee. Do you
know if there was an original filed before that perhaps the fee was paid, or did you just have the original that we never
received? If you know or have a receipt or something please let me know. We can scour our records but I believe that
we had not received it before.
Please let me know what you find. Sorry I did not discuss this with you before.
Thanks.
xodn Gra6au
From: Daniel Kugel jmailto:dkugel @ogdenengineeringinc.coml
Sent: Tuesday, July 16, 2013 12:09 PM
To: Kevin Grabau
Subject: RE: 2007 - soil test
Kevin,
Looking through our files I did find the original soil tests for Lot 6. It was in a packet we had Paula submit to the County
in early May, 2007.
1 can make a copy. Is it best to mail it to you?
Also, I see I already signed both the soil boring logs and the map accompanying the logs. Do I need to White-Out my
signature and include an original signature on the one I submit?
Dan Kugel
Ogden Engineering Company, Inc.
1234 South Wasson Ln., River Falls, WI 54022
Phone: 715-425-7631 Fax: 715-425-7965
Web: ogdenengineeringinc.com
Email: dkugeo dq enengineeringinc.com
CONFIDENTIALITY NOTICE: This transmission and the attached documents may contain confidential information
belonging to the sender, which is intended solely for the named recipient. If you have received this transmission in error,
please notify us immediately at 715-425-7631. Any use, disclosure, copying or distribution of this email or its attachments
is prohibited without the sender's authorization.
From: Kevin Grabau fmailto:Kevin.Grabau @co.saint-croix.wi.usl
Sent: Friday,July 12, 2013 12:09 PM
To: Daniel Kugel
Subject: 2007-soil test
Hello Dan,
I have been contacted by someone interested in purchasing lot 6 of CSM approved in 2007. The recorded document#_
853736. The CSM was created by Paula Eslund. We do not have an original copy of the soil test. Do you have the
original soil test for this property?
Thanks.
��'n Gra6au
Land Use Administrator
St. Croix County Community Development Dept.
1101 Carmichael Road
Hudson,WI 54016
715.386.4680
Note new email address:
kevin.grabau @co.saint-croix.wi.us
ST. �C R
2