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Parcel 020-1174-90-000 06/07/2006 08:47 AM
PAGE 1 OF 1
Alt. Parcel M 17.29.19.1100 020 - TOWN OF HUDSON
Current XI 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 - VERBELEN, SYLVAIN F J & MARY K
SYLVAIN F J & MARY K VERBELEN
911 RIDGE PASS
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 911 RIDGE PASS
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 1.798 Plat: 2627-WILLOW RIDGE EAST
SEC 17 T29N R19W LOT 101 WILLOW RIDGE Block/Condo Bldg: LOT 101
EAST
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
17-29N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 789/83
07/23/1997 771/281
2006 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/25/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.798 72,200 165,600 237,800 NO
Totals for 2006:
General Property 1.798 72,200 165,600 237,800
Woodland 0.000 0 0
Totals for 2005:
General Property 1.798 72,200 165,600 237,800
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch M 117
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Form - S T C - 104
AS BUILT SANITARY SYSTEM REPORT
OWNER TOWNSHIP do SEC. TN-R W
ADDRESS ST. CROIX COUNTY, WISCONSIN
SUBDIVISION ! !v r ~ SLOT !~z LOT SIZE
PLAN VIEW
Distances and dimensions to meet requirements of IIZHR 83
SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM
{
rij , r N4
r
INDICATE NORTH ARROW
BENCHMARK: Describe the vertical reference point used 5c~- Kt -e oe:z'
Elevation of vertical reference point: 114 1 64 dt Proposed slope at site: ---1~
SEPTIC TANK: Manufacturer: d fry g Liquid Capacity: OC7
Number of rings used: Tank manhole cover elevation:
Tank Inlet Elevation: Tank Outlet Elevation:
Number of feet from nearest Road: Front,A Side0 Rear, 0 feet
From nearest property line Front,OSide,/,-\Rear,Ofeet
,r
Number of feet from: well "building:
(Include this information of the above plot plan)( 2 reference dimensions to septic tank)
a SEE REVERSE SIDE
i
PUMP CHAMBER
F
Manufacturer: Liquid Capacity: 1
Pump Model: Pump/Siphon Manufacturer: Pump Size
Elevation of inlet: Bottom of tank elevation:
Pump off switch elevation: Gallons per cycle:
Alarm Manufacturer: Alarm Switch Type:
Number of feet from nearest property line: Front, O Side, O Rear, 0 Ft. _
Number of feet from well:
Number of feet from building:
(Include distances on plot plan).
SOIL ABSORPTION SYSTEM
Bed: X Trench:
Width: 49 Len the ~2M1 Number of Lines: S_ Area Built:
Fill depth to top of pipe:
Number of feet from nearest property line: Front, O Side, 0 Rear, 0 Pt
Number of feet from well:
Number of feet from building: s
(Include distances on plot plan).
SEEPAGE PIT
Size: Number of pits: Diameter:
Liquid depth: Bottom of seepage pit elevation:
Area Built:
Has either a drop box O or distribution box O been used on any of the above soil
absorbtion sytems? (Check one).
HOLDING TANK
Manufacturer: Capacity:
Number of rings used: Elevation of bottom of tank:
Elevation of inlet:
Number of feet from nearest property line: Front, O Side, O Rear, Ft.
Number of feet from well: ~.J
Number of feet from building:
Number of feet from nearest road:
Alarm Manufacturer:
Inspector~
Dated : Plumber on job:
License Number:
3/84:mj
DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDINGS
LABOR & MUMAN RELATIONS' PRIVATE SEWAGE SYSTEMS DIVISION
MADISON, 79969 BUREAU OF PLUMBING
MADISON, WI 53707
4XX ~p1~s,
` ONVENTIONAL ❑ALTERNATIVE State Plan I.D. Number:
F-1 Holding Tank El In-Ground Pressure El Mound Ilf assigned)
NAME OF PERMIT HOLDER: JADDRESS OF PERMIT HOLDER: INSPECTION DATE: ,y
B & H Development 836 St. Croix St. N. If Hudson, WI 5401 -d.)-f
BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN: REF. PT. ELEV.: CST REF. PT. EV.
SW SW. Section 17, T29N-R19W, Town of Hudson, Lot 101, Willow Rdg.
Name of Plumber: MP/MPRSW No. County: Sanitary Permit Number:
Bill Schumaker 6382 St. Croix 88438
SEPTIC TANK/HOLDING TANK:
MANUFACTURER: LIQUID CAPACITY: TANK INLET ELEV.: TANK OUTLET ELEV. WARNING LABEL LOCKING COVER
W , ^ f n~ 7 P OV ED PROVIDED ~y C700 7 S./~y J
; YES ❑NO ❑YES NhO
BEDDING: IVENTDIA.: VENT MAIL.: HIGH WATER NUMBER OF ROAD: PROPERTY WBG: (VENT TO FRESH
JALARM FEET FROM LINE AIR INLET
❑YES N
Z
O ❑YES ❑NO NEARE_~ 1 (/P DOSING CHAMBER:
MANUFACTURER: 7ING
L
IQUID CAPACITY. PUMP MODELPUMP/SIPHACTORERWARNING LABEL LOCKING COVER
PROVIDEDPROVIDED:
ES ❑NO ❑YES ❑NO ❑YES ❑NO
GALLONS PER CYCLE: PUMPAND CONTROLS OPERATIO A NUMBER OF PROPERTY WELL BUILDING. JVENTTOFRESH
(DIFFERENCE BETWEEN FEET FROM LINE AIR INLET'
PUMP ON AND OFF) ❑YES O NEAREST
SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing LENGTH DIAMETER MATERIAL AND MARKING
or excavation. (If soil can be rolled into a wire, construction shall cease until FORCE
the soil is dry enough to continue.) MAIN
CONVENTIONAL SYSTEM:
BED/TRENCH WIDTH: LENGTH IND OF JDISTR. PIPE SPACING COVER JINSIDE DIA *PITS LIQUID
TRENCHES. MATERIALt PIT DEPTH.
DIMENSIONS v_1J
GRAVEL DEPTH FILL DEPTH DISTR. PIPE DISTR. PIPE DISTR. PIPE MATERIAL: NO. DISTR. NUMBER OF PROPERTY WELL BUILDING: VENT TO FRESH
BELOW PIPES AB E CO EiR ELL}EV?INLET. ELEV END- PIPE LINE: G2 T
.r /J . 9C)• ~ Z Z~ NFEET EAREST--o- _ ~C2 A NtJ
MOUND SYSTEM:
Mound site plowed perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM
and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA-
❑YES ❑ NO meets the criteria for medium sand. TIONS MEASURED.
SOIL COVER TEXTURE PERMANENT MARKERS JOBSERVATION WELLS
❑YES ❑NO ❑YES ❑NO
DEPTH OVER TRENCH/BED DEPTH OVER TRENCH/BED DEPTH OF TOPSOIL. SODDED. SEEDED MULCHED
CENTER: EDGES.
❑YES ❑NO ❑YES ❑NO ❑YES ❑NO
PRESSURIZED DISTRIBUTION SYSTEM:
BED/TRENCH WIDTH LENGTH 40 OF LATERAL SPACING GRAVEL DEPTH BELOW PIPE FILL DEPTH ABOVE COVER
TRENCHES:
DIMENSIONS
MANIFOLD PUMP MANIFOLD DISTR. PIPE IM ANIFOLD MATERIAL. NO. DISTR. DISTR. PIPE DISTRIBUTION PIPE MATERIAL & MARKING
ELEVATION AND ELEV.: ELEV.: DIA.: ELEV.: PIPES. DIA..
DISTRIBUTION
INFORMATION HOLE SIZE HOLE SPACING: GRILLED CORRECTLY COVER MATERIAL VERTICAL LIFT CORRESPONDS TO APPROVED
PLANS
❑YES ❑NO ❑YES ❑NO
COMMENTS: 1PERMANENTMARKERS: JOBSERVATION WELLS: NUMBER OF PROPERTY WELL BUILDING:
/ FEET FROM LINE:
J 1~f1' ~ ❑YES ❑NO ❑YES " ❑NO NEAREST
1'j q Q c-0 55
f~ r
i ~ f1 I
1 37
Sketch System on etain in county file for audit.
Reverse Side. F~f 1
SIGN ~ TITLE.
DILHR SBD 6710 (R. 01/82)
DILHR SANITARY PERMIT APPLICATION COU
• Y
-(MI In accord with ILHR 83.05, Wis. Adm. Code
STATES SANITARY PERMIT
Attach com lete lans to the count co o ~9
P P ( y py only) for the system, on paper not less than STATE PLAN I.D. NUMBER
8/z x 11 inches in size.
-See reverse side for instructions for completing this application.
1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PETITION
FOR VARIANCE ❑ YES ❑ NO
PROPE
g,1, W RTY OWNER PROPERTY LOCATION
'gey'a S4) '/a AJ %a, S /7 T,9.9, N, R E (or
PROPERTY OWNER'S MAILING ADDRESS LOT NUMBER BLOCK NUMBER SUBDIVISION NAME
CITY, STATE ZIP CODE PHONE NUMBER CITY NEAREST ROAD, LAKE OR LANDMARK
OW
-
S Yo/~ -
11. TYPE OF BUILDING OR USE SERVED:
Number of Bedrooms if 1 or 2 Family OR ❑ Public (Specify):
111. PURPOSE OF APPLICATION: (Check only one in ##1. Check # 2,3 or 4, if applicable)
1. a. New b. ❑ Replacement c. ❑ Replacement of d. ❑ Reconnection of e. ❑ Repair of an
System System Septic Tank Only an Existing System Existing System
2. ❑ A Sanitary Permit was previously issued. Permit # Date Issued
3. ❑ An Existing System has been inspected and soil conditions meet minimum requirements.
4. ❑ The System is shared by more than one owner/building. Attach Common Ownership Agreement to County Copy.
IV. TYPE OF SYSTEM: (Check only one in #1 and only one in #2)
1. a. .Conventional b. ❑ Alternative C. ❑ Experimental
2. a. ❑ System- b. ❑ Holding c. ❑ Pit Privy d. ❑ Vault Privy e. ❑ Mound f. ❑ IGP
In-Fill Tank
V. ABSORPTION SYSTEM INFORMATION: (Check one)
1. a. 91 Seepage Bed b. ❑ Seepage Trench c. ❑ See a e Pit
2. PERCOLATION RATE 3. ABSORPTION AREA 4. ABSORPTION AREA 5. SYSTEM ELEVATION 6. WATER SUPPLY:
(Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet):
,f
S 9.?- Feet M Private ❑ Joint ❑ Public
VI. TANK CAPACITY Site
in allons Total # of Prefab. Fiber- Exper.
INFORMATION New xisting Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App
Tanks Tanks structed
Septic Tank or Holding Tank X ❑ El ~ ❑ 4 ❑
Lift Pump Tank/Si hon Chamber ❑ ❑ ❑ ❑ ❑ ❑
VII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the private sewage system shown on the attached plans.
Plumber's Name (Print): Plumber's Signature: (No Stamps) P PRSW No.: Business Phone Number:
1 0011,
40111,id"?7 it
Plumber's Address (Street, City, State, Zip Code): Name of Designer:
T/
VIII. SOIL TEST INFORMATION ,=Z&
Certified Soil Tester (CST) Name CST
CST's A ESS treet, City, State, Zip Code) Phone Number:
Y d7 sir- FC
IX. COUNTY/DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee Groundwater ate issuing Agent Signature (No Stamps)
Approved ❑ Owner Given Initial Su char Fee Adverse Determination 5
X. COMMENTS/REASONS FOR DISAPPROVAL:
SBD-6398 (formerly Plb-67) (R. 03/86) DISTRIBUTION: Original to County, One Copy To: Bureau of Plumbing, Owner, Plumber
INFORMATION & INSTRUCTIONS FOR COMPLETING A SANITARY PERMIT
APPLICATION •
TO THE APPLICANT: '
1. This sanitary permit is valid for two (2) years;
2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new
criteria in the Wisconsin Administrative Code will be applicable;
3. All revisions to this permit must be approved by the permit issuing authority. A new permit may be needed
if there is a change in your building plans, system location, estimated wastewater flow (number of bed-
rooms, etc.), depth of system, or type of system;
4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be
submitted to the county prior to installation;
5. Private sewage systems must be properly maintained. The septic tank(s) should be pumped by a licensed
pumper whenever necessary, usually every 2 to 3 years;
6. If you have questions concerning your private sewage system, contact your local code administrator or the
State of Wisconsin, Bureau of Plumbing, 608-266-3815.
To be complete and accurate this sanitary permit application must include:
1. Property owner's name and mailing address. Provide the legal description where the system is to be
installed;
IL Type of building or use served: if public is checked, indicate type of use (i.e. 10 unit apartment, 30 seat
restaurant, etc.). Fill in number of bedrooms if building is a one or two family dwelling;
III. Purpose of application: Check only one in #1. Complete #2 if permit is for tank replacement, reconnection or
repair;
IV. Type of system: check all appropriate boxes depending on system type. Check experimental only if project
is in conjunction with University of Wisconsin;
V. Absorption system` information: Provide all information requested in #1-6;
VI. Tank information: Fill in the capacity of every new and/or existing tank, list the total gallons to be installed,
number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete
for all septic, lift/siphon chamber and holding tanks for this system. Check experimental approval only if
tanks received experimental product approval from DILHR;
VII. Responsibility statement: Installing plumber is to fill in name, license number with appropriate prefix (e.g.
MP, etc.), address and phone number. Plumber must sign application form. Fill in designer name if
applicable;
Vlll. Soil test information: Certified soil tester's name, certification number, address, and phone number.
IX. County/Department Use Only;
X. Comment area for use by county or resaon given when application is disapproved.
Complete plans and specifications not smaller than 8'/2 X 11 inches must be submitted to the county. The
plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of.
holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service;
streams and lakes; dosing or pumping char6bers;' distribution boxes; soil absorption systems; replacement
system areas; and the location of the building served; B) horizontal and vertical elevation reference points;
C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump
performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if
required by the county; E) soil test data on a 115 form.
GROUNDWATER SURCHARGE
On May 4, 1984, 1983, Wisconsin Act 410 was signed into law. This legislation is more
commonly known as the groundwater protection law. This change in statutes was the
result of over 2 years of steady negotiation and public debate. Tht groundwater bill Groundv.<ater -
included the creation of surcharges (fees) for a number of regulated practices which Wisco.risin's
can effect groundwater. The surcharge took effect on July 1, 1984. All of the water that buried treasure
is used in your building is returned to the groundwater through your soil absorption
system or the disposal site used by your holding tank pumper.
The monies collected through these surcharges are credited to the groundwater fund adminis-
tered by the Department of Natural Resources. These funds are used for monitorir 3 ground- t
wafer, groundwater contamination investigations and establishment of standards. Groundwater, _J
it's worth protecting.
-13D-6398 I R M/ 86)
APPLICATION FOR SANITARY PERMIT
STC - 100
i
This application form is to be completed in full and signed by the owner(s) of the
property being developed. Any inadequacies will only result in delays of the permit
issuance. Should this development be intended for resale by owner/contractor,("spec
house"), then a second form should be retained and completed when the property is
sold and submitted to this office with the appropriate deed recording..
- - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Owner of Property
l.ucat Lon of Property .,es Section 7 , T N - R Z W
TUW11ship Ile OAJ
Ma I 1 inb AddressOe%~
Subdivision Name ~f~/~lf//CIiIt,
Lot Number
Previous Owner of Property
Tutal Size of Parcel ~GIC~e
hate Parcel was Created &A"
Are all corners and lot lines identifiable? x Yes No
la this property being developed for resale (spec house) ? Yes No
vuIulne and Page Number V& - as recorded with the Register of Deeds
INCLUDE WITH THIS APPLICATION ONE OF THE FOLLOWING:
1. Warranty Deed
2. Land,Contract
3. Other recordings filed with the Register of Deeds Office
In addition, a certified survey, if available, would be helpful so as to avoid delays
of Lhe reviewing process. If the deed description references to a Certified Survey
Map, the the Certified Survey Map shall also be required.
PROPERTY OWNER CERTIFICATION
1 (We) eeAti.6y that alt Atatementa on thiA, 6o4m aAe tAue to the beat o6 my (uuA)
1:►luwtedge; boat 1 (we) am (a4e) the owneA(a) o6 the pnAopenty dedeAi.bed in .th,i,o
i►ibu~unatiun 604m, by viAUe o6 a wauanty deed xecon.ded in the.066.ice o6 .the
County Reg•i,ateA o6 Deeds as Document No. 39S-0a.0 ; and that I (we)
oe.6e►Uy own the• pkopoaed a.cte 6oA the sewage diApo,6ZE76yatem (uA 1 (we) have
obtained an easement, to Aun With the above deecAibed pnopen ty, bo,% the
eom6tnuction o6 aa.id system, and the aame has been duty %eco,%ded in the 066.ice
u6 the County Reg•i.e.ten o6 Deedc, as Document No.
SIGNATURE OF OW' SIGNATURE OF CO-OWNER (IF APPLICABLE)
--1117
ZZ
DATE SIGNED DATE SIGNE'U
WIS.
? 95020
{ 6]3 PAGE i tha 23rc
Val.
• - ....-Jul f ..f 1• I ^ ~
A
T F . l.4w
LAND CONTRACT O-V
Contract, by and between Arnold R. Bertelsen a~°y10f ~
a/k/a A.'R. ertelsen and
Virginia A. Bertelsen, husband and wife, Vendor, and B. & H. evelopment, Inc.,
a Wisconsin corporation, Purchaser.
Vendor sells and agrees to convey to Purchaser, upon the prompt and'full
performance of this Contract by Purchaser, the following property, together with
the rents, profits and other appurtenant interest (all called the "Property"),
in St. Croix County, State of Wisconsin:
South 53 1/3 rods of South Half of Southwest Quarter (S'SW'k)
and South 53 1/3 rods of Southwest Quarter of Southeast
Quarter (SWkSEk) of Section 17, T29N, R19W.
That part of Northwest Quarter of Northeast Quarter Mik
NEk) and of Northeast Quarter of Northwest Quarter (NE'k
NWU of Section 20, T29N, R19W, lying Northerly of the
centerline of St. Croix County Trunk Highway "A" (formerly
known as Hudson-New Richmond Highway),
1'i;.xiS
EXCEPT the following parts of the above described tracts: I ~1
All land included within the Plat of Willow 'Ridge Second ;#-VIM +
Addition to the Town of Hudson as described in Vol. 4 of
Plats, page 25;
Parcel deeded to Marlin 0. Amdahl and Ruth L. Amdahl as
described in Vol. 517, page 26, Document No. 324368;
Parcel deeded to Roger E. Hetchler as described in Vol. 517,
page 114, Document Number 324430.
TOGETHER with an easement for street purposes over the Easterly
33 feet of said parcel deeded to Roger E. Hetchler as described
in Vol. 517, Page 114, Document Number 324430.
SUBJECT TO the right-of-way of said St. Croix County Trunk Highway
"A" and to telephone easement adjacent to said highway as recorded
in the office of said Register of Deeds.
Purchaser agrees to purchase the Property and to pay to Vendor at: St. Croix
Heights, Hudson, Wisconsin, the Base Purchase Price of $100,000.00, together with
additional payments per lot, as follows:
1. Base Purchase Price. The base purchase price of $100,000.00
shall be paid in the following manner: $15,000.00 at the
execution of this Contract, and the balance of $85,000.00
together with interest on such portions thereof as shall
remain from time to time unpaid, at the rate of 10% per
annum, until paid in full, as follows:
(a) For each individual lot developed and sold by the Purchaser,
Purchaser shall pay to Vendor a $2,000.00 principal payment, to
be applied to the $85,000.00 base contract balance outstanding.
(b) A minimum annual payment of $15,000.00 principal shall be
paid each year, excluding the year of sale. Each per lot
principal payment required above, shall be credited toward
this $15,000.00 annual payment.
(c) On December 1, 1985, and on December 1st of each year
thereafter, Purchaser shall pay to Vendor the differential
between the required minimum principal payment of $15,000.00
and the total $2,000.00 per lot payments made during the
preceding twelve (12) months, until the Base Purchase Price has
been paid in full.
(d) Interest on the principal balance of $85,000.00 shall accrue
from the date of closing, with annual payments of interest due on
the let day of December, each year, commencing December 1, 1984.
n. J. Aeosevich 2. Additional Per Lot Payments. In addition to the foregoing Base Purchase
IIOWVAr LAW Price payments, Purchaser shall pay to Vendor additional per lot payments
totaling not less than $150,000.00, as follows:
futgren Square
02 second s1. (a) No interest shall accrue on the principal sums paid to Vendor
Hudson, Wis. under the terms of this Paragraph.
54016
715 386-8234
VOL 93 PACE 4:7
(b) Purchaser shall pay to Vendor the stun of $3,000.00 per
lot on all residential lots developed and sold by Purchaser,
subject to the condition that the minimum amount of payments
to be made to Bertelsen under this Paragraph shall total
at least $150,000.00.
(c) During each year of this Contract that there is an
outstanding contract balance of the Base Purchase Price
(Paragraph l(a)) there shall be no minimum annual principal
payments under this paragraph. Commencing with the year
following completion of payment of the Base Purchase Price,
Purchaser shall pay to Vendar.a minimum annual sum of
$15,000.00 per year.
(d) On the lst day of December of each year, Purchaser
shall pay to Vendor the differential between the minimum
annual payment of $15,000.00 as provided in this Paragraph,
and the total $3,000:00 per lot payments made during the
preceding twelve months, until the entire $150,000.00
minimum sum has been paid. Thereafter, if Purchaser sells
any lots in excess of 50 lots, Purchaser shall pay to Vendor
the sum of $3,000.00 for any such additional lot sold, up to a
total of 53 lots. ($159,000.00 total hereunder)
Purchaser shall not be required to pay monthly payments to Vendor sufficient
to pay reasonably anticipated annual taxes and special assessments.
Any amount may be prepaid without premium or fee upon principal at any time.
In the event of any prepayment, this Contract shall not be treated as in
default with respect to payment so long as the entire balance of principal, and
interest where required, is less than the amount that said indebtedness would have
been had the monthly payments been made as set forth above.
Purchaser states that purchaser is satisfied with the title as shown by the
Abstract of Title submitted to Purchaser for examination, except:
Real estate mortgage to Sam E. Miller, dated February 1,
1980, recorded in Volume "608", Page 152, Document Number
362685. This mortgage shall remain the obligation of
Vendor, who shall keep said mortgage current and in good
standing. In the event Vendor fails to pay any required
mortgage payment, Purchaser shall have the right to make
such payment, and to deduct any payment so made from the
sums due under the terms of this Contract.
Purchaser agrees to pay the cost of future title evidence.
Purchaser shall be entitled to take possession of the property on Closing.
Purchaser promises to pay when due all taxes and assessments levied on the
Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts
showing such payment.
Purchaser covenants not to commit waste nor allow waste to be committed on
the Property, to keep the Property in good tenantable condition and repair, to
keep the Property free from liens superior to the lien of this Contract, and to
comply with all laws, ordinances and regulations affecting the Property.
Vendor agrees that in case the purchase price with interest and other moneys
shall be fully paid and all conditons shall be full performed at the times and in
the manner above specified, Vendor will on demand, execute and deliver to the
Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all
liens and encumbrances, except any liens or encumbrances created by the act or
default of Purchaser, and except, subject to utility easements and covenants and
restrictions of record.
Bertelsen shall have the right to purchase one (1) lot from B & H for
the sum of
$5,000.00. Bertelsen may select his lot after B & H picks its first
five lots.
-2-
A. r9.3PAGE 48
Vendor shall consent to the platting of the premises into residential
subdivisions by Purchaser and Vendor shall be under an obligation to approve
and execute subdivision plats prepared and submitted by Purchaser.
In addition to the Warranty Deed which Vendor shall deliver at time of
ultimate closing, Vendor shall execute and deliver to Purchaser, individual
Warranty Deeds covering the separate residential lots which Purchaser may sell,
upon payment of the per lot payments set.forth above. All costs of platting and
costs incurred in preparation of individual deeds shall be Purchaser's expense.
Purchaser agrees that time is of the essence and (a) in the event of a default
in the payment of any principal or interest which continues for a period of 60 days
following the specified due date or (b) in the event of a default in performance
of any other obligation of Purchaser which continues for a period of 60 days following
written notice thereof by.Vendor (delivered personally or mailed by certified mail),
then the entire outstanding balance under this contract shall become immediately
due and payable in full at Vendor's option and without notice (which Purchaser
hereby waives), and Vendor shall also have the following rights and remedies (subject
to any limitations provided by law) in addition to those provided by law or in
equity; (i) Vendor may, at his option, terminate this Contract and Purchaser's
rights, title and interest in the Property and recover the Property back through
strict foreclosure with any equity of redemption to be conditioned upon Purchaser's
full payment of the entire outstanding balance, with interest thereon from the
date of default at the rate in effect on such date and other amounts due hereunder
(in which event all amounts previously paid by Purchaser, shall be forefeited as
liquidated damages for failure to fulfill this Contract and as rental for the
Property if purchaser fails to redeem); or (ii) Vendor may sue for specific
peformance of this Contract to compel immediate and full payment of the entire
outstanding balance, with interest thereon at the rate in effect on the date of
default and other amounts due hereunder, in which event the Property shall be
auctioned at judicial sale and Purchaser shall be liable for any deficiency; or
(iii) Vendor may sue at law for the entire unpaid purchase price or any portion
thereof; or (iv) Vendor may declare this Contract at an end and remove this
Contract as a cloud on title in a quiet-title action if the equitable interest of
Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession
of the Property and have a receiver appointed to collect any rents, issues or profits
during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding
any oral or written statements or actions of Vendor, an election of any of the
foregoing remedies shall only be binding upon Vendor if and when pursued in litigation
and all costs and expenses including reasonable attorneys fees of Vendor incurred to
enforce any remedy hereunder (whether abated or not) to the extent not prohibited
by law and expenses of title evidence shall be added to principal and paid by
Purchaser, as incurred, and shall be included in any judgment.
Upon the commencement or during the pendency of any action of foreclosure
of this Contract, Purchaser consents to the appointment of a receiver of the
Property, including homestead interest, to collect the rents, issues, and profits
of the Property during the pendency of such action, and such rents, issues, and
profits when so collected shall be held and applied as the Court shall direct.
Purchaser shall not transfer, sell or convey any legal or equitable interest
in the Property (by assignment of any of Purchaser's rights under this Contract or
by option, long-term lease or in any other way) without the prior written consent
of Vendor unless either the outstanding balance payable under this Contract is first
paid in full or the interest conveyed is a pledge or assignment of Purchaser's
interest under this Contract solely as security for an indebtedness of Purchaser.
In the event of any such transfer, sale or conveyance without Vendor's written
consent, the entire outstanding balance payable under this Contract shall become
immediately due and payable in full, at Vendor's option without notice.
Vendor may waive any default without waiving any other subsequent or prior
default of Purchaser.
-3-
Vol,' 69.3PAGE 41
Sir
All terms of this Contract shall be binding upon and inure to the benefits
of the heirs, legal representatives, successors and assigns of Vendor and Purchaser
(If not an owner of the Property the spouse of Vendor for a valuable consideration
joins herein to release homestead rights in the subject Property and agrees to
join in the execution of the deed to be made in fulfillment hereof.)
Dated this 29th day of May, 1984.
VENDOR-
la? PURCHASER:
B-& H EVELOPIJE,NNT, INC.
M1
C '
' BY.
Arnold R. Bertelsen a/k/a A.R. Bertelsen Donald E. Bjornst, President
L~ ATTEST:
Virg a A. Bertelsen
•
William C. Harwell, Secretary
Authentication:
Signature(s) of Arnold R. Bertelsen,
Virginia A Bertelsen, his wife, and
Dnnald_E- Bjornst and William C.
Harwell, President and Secretary
respectively of B_& H_Develonment, InZ19.
authentic d"t'h day of May, William J. Radosevich
Member State Bar of Wisconsin.
This instrument drafted by:
William J.•Radosevich
Attorney at Law
Hudson, Wisconsin 54016.
-4-
TOWN,OF HUDSON_
PERMIT FOR ACCESS DRIVEWAY IN TOWN OF HUDSON
T4~19 Z
Permit Number C
Name and Address of licant Highvy y County
~f TOWN OF HUDSON
Type,-,of Driveways Number of Driveways Proposed And Use Completion Date
Location of Driveways
si a of th highway re miles of
Quadrant..) ~ / Section Township r North Range Gr
Required Drainage Structure If No Drainage Structure, State Why
/ 57,k ...-V- I
Description of Proposed ork (include special restrictions, intersection clearances, other dells and r erence to any
sketches which may be attac '
411.
Any driveways shall be constructed in accordance with all requirements printed on the reverse side, and any special
conditions stated herein. The maintenance of the driveways shall be the responsibility of the applicant.
Issuance of this permit shall not be construed as a waiver of the applicant's obligation to comply with any more restrictive
requirements imposed by local ordinances.
- ~40-~
Signature of Applic t Dat
tp-p-;-`01 ved by Town Chairman Date
GENERAL REQUIREMENTS ACCESS DRIVEWAY PERMIT REQUIREMENTS SPECIAL REQUIREMENTS
Conditions of Issuance Commercial - Rural:
FIRST: The permittee, indicated on the reverse side hereof, represents all parties Rural type highway cross section. Driveways service commercial or industrial
in interest, and that any driveway or approach constructed by or for him is for the establishments.
bona fide purpose of providing access to his property, and not for the purpose of
parking or servicing vehicles, or for advertising, storage, or merchandising of goods 1. WIDTH OF DRIVE. No driveway except as hereinafter provided shall have a
on the highway right of way. width greater then 35 feet measured at right angles to the centerline of the driveway,
except as increased by permissible radii. In no instance shall a driveway have a width
SECOND: Except in cases where the indicated driveway access may be constructed greater than 62 feet lincluding flare of return radii) measured along a line 10 feet.
by forces acting on behalf of the town in relation to a highway construction or from and parallel to the edge of the highway pavement.
reconstruction project, the permittee shall furnish all materials, do all work, and pay
all costs in connection with the construction of the driveway and its appurtenances 2. RETURN RADII. No return radius projected between the edge of the highway
on the highway right of way. In every instance, the subsequent maintenance of the pavement and the driveway shall be greater than 40 feet. Usually these radii will be
driveway and of its appurtenances within the limits of the highway right of way shall determined by the restrictions given in Section Numbers 1, 3 and 4.
be the responsibility of the indicated permittes, who shall be obligated to pay all costs
and accomplish all works necessary in relation to the said maintenance of the 3. ANGULAR PLACEMENT OF DRIVE. The angle between the centerline of a
driveway facility. Materials used and the type and character of the work shall be driveway serving two way traffic and the edge of the pavement shall not be less than
suitable and appropriate for the intended purpose. The nature of construction shall be 45 degrees. Where suitable precautions are taken, or one-way operation along
as designated and subject to approval of the Town Board. The driveway installation divided highways permits only one-way operation of the driveways, the angle of the
shell be made without jeopardy to or interference with traffic using the highway. Highway 1 entrance drive to grantee's property may be decreased. The angle of the exit drive
surfaces, shoulders, ditches, and vegetation which are disturbed by the driveway with the highway pavement shall be not less than 45 degrees.
installation shall be restored to at least the pre-existing conditions by the driveway 4. ISLAND AREAS. An island of a minimum length of 10 feet shall be maintained
constructor. Any such facilities disturbed by operations relating to the subsequent
maintenance of the driveway shall be restored to the satisfaction of the Town Board between driveways, serving the same premises. (The measurement shall be along a
by the permittee. line 10 feet from and parallel to edge of pavement.) The permit shall specify that the
island area, if less than 20 feet in length or 10 feet in width, is to be defined by curbs,
THIRD: No revisions or additions shall be made to the driveway or its appurtenances posts, boulders, masonry wells, guard rails, etc. Materials used to define the island,
on the right of way without the written permission of the Highway Commissioner, except concrete curbs, shall be painted white. The side of the island next to the highway
shall be not less than 10 feet from the pavement edge. The side of the island farthest
FOURTH: The Town Board reserves the right to make such changes, additions, from the highway shall be at the right of way line.
repairs and relocations within the statutory limits to the driveway or its appurtenances
on the right of way as may at any time be considered necessary to facilitate the relocation, The area within 5 feet of a property line shall be a restricted area over which
no
reconstruction, widening, and maintaining of the highway, or to provide proper pro- driveway may be developed. The 5-foot restriction shall be measured parallel to the
tection to fife and property on or adjacent to the highway. pavement edge and shall be effective between the right of way line and a line 10
feet from and parallel to the pavement edge. This is to serve as an island area should
FIFTH: The permittee, his successors or assigns agree to hold harmless the Town of the adjoining property owner request a permit for a driveway.
Hudson and its duly appointed agents and employees against any action for personal
injury or property damage sustained by reason of the exercise of this permit. -
SIXTH: The Town of Hudson does not assume any responsibility for the removal or Noncommercial • Rural:
clearance of snow, ice or sleet, or the opening on windrows of such material, upon
any portion of any driveway or entrance along any state highway, even though snow, Rural type highway cross section. Driveway serving farm or residence property.
ice or sleet is deposited or windrowed on said driveway or entrance by its authorized
representatives engaged in normal winter maintenance operations. 1. WIDTH OF DRIVE. No noncommercial driveway or combination of driveways
Location, Design and Construction shall have a width less than 16 feet nor greater than 24 feet measured at right angles
to the centerline of the driveway except as increased by permissible radii.
The location, design, and construction of the driveway shall be in accordance 2. RETURN RADII. No return radius projected between the edge of highway
with the following policy and limits, which limits are in no case to be exceeded unless pavement and the driveway shall be greater than 30 feet.
specifically authorized by the Town Board.
(A) A driveway shall be located and restricted as to width as necessary so that 3. ANGULAR PLACEMENT. The Centerline of that part of the driveway lying on the
the entire driveway roadway and its appurtenances are contained within the frontage state right of way shall always be at approximately right angles to the pavement.
along the highway of the property served. At public highway intersections a driveway
shall not provide direct ingress or egress to or from the public highway intersection
area and shall not encroach on or occupy areas of the roadway or right of way deemed
necessary for effective traffic control or for highway signs or signals. A driveway shall Commercial - Urban:
be so located and constructed that vehicles approaching or using it will have adequate
sight distance in both directions along the highway. Urban type highway cross section. Driveway serving commercial or industrial
establishment.
181 The number of driveways permitted serving a single property frontage along
a town road shall be the minimum deemed necessary by the Town Board for reasonable 1. WIDTH OF DRIVE. No driveway shall have a width greater than 35 feet measured
service to the property without undue impairment of safety, convenience, and utility of at right angles to the centerline of the driveway, except as increased by permissible
the highway. radii.
ICI The island area on the right of way between successive driveways or adjoining a 2. RETURN RADII. The return radii projected between the line of face of curb of
driveway and between the highway shoulder and right of way line shall remain un- the highway and the driveway shall be determined by the Engineer, basing his decision
improved for vehicular travel or parking. Such areas shall be considered as restricted on the type of traffic and the restrictions given in Section Numbers 1 and 4. In all
and may be filled in or graded down only as hereinafter provided in paragraph (G). - cases, the entire flare shall fall within the right of way.
(D) The surface of the driveway connecting with rural type highway sections shall 3. ANGULAR PLACEMENT OF DRIVE. The angle between the centerline of the
slope down and away from the highway shoulder a sufficient amount and distance to driveway and the curb line shall be not less than 45 degrees.
preclude ordinary surface water drainage from the driveway area flowing onto the
highway roadbed. 4. ISLAND AREAS. Case 1: Sidewalk adjacent to curb. An island of a minimum
placed between each entrance
length of
(E) The driveway shall not obstruct or impair drainage in highway side ditches or to a state state 6 feet, highway. The measured curb shall along be the left curb intact line,
for shall this length.
roadside areas. Driveway culverts, where necessary, shall be adequate for surface water
drainage along the highway and in no case less than the equivalent of 15-inch diameter Case If: Sidewalk remote from curb. An island of a minimum length of 10 feet
pipe. The distance between culverts under successive driveways shall be not less than 10 measured along the right of way line shall be maintained between each entrance to a
feet except as such restricted area is permitted to be filled in under the provisions of state highway. All flares shall be tangent to the curb line.
paragraph (GI.
A curb length of not less than 3 feet shall be left undisturbed adjacent to each
IFI When curb or gutter is removed for constructing a driveway, the new connections property line to serve as an island area should the adjoining property owner request
shall be of equivalent acceptable material and curb returns provided or restored in a - a permit for an entrance.
neat, workmanlike manner. The driveway surface shall connect with the highway
pavement and the sidewalk, if any, in a neat, workmanlike manner. The driveway
construction shall include replacement of sidewalk areas which are inadequate or
become damaged by reason of vehicular travel across the sidewalk. Noncommercial . Urban:
IG) The restricted area between successive driveways may be filled in or graded Urban type highway cross section. Driveway serving residence property.
down only when the following requirements are fully complied with:
1. The filling in or grading down shall be to grades approved by the Town Board and,
except where highway drainage is by means of curb and gutter, water drainage of the 1. WIDTH OF DRIVE. No noncommercial driveway or combination of driveways
area shall be directed away from the highway roadbed in a suitable manner. shall have a width greater than 24 feet measured at right angles to the centerline
of the driveway, except as increased by permissible radii.
2. Culvert extension under the restricted area shall be of like size and equivalent 2. RETURN RADII. The radius of the return connecting the line of face of curb of the
acceptable material of the driveway culvert, and intermediate manholes adequate highway and the edge of driveway shall not exceed 10 feet. In all cases this entire
for clean-out purposes may be required where the total culvert length exceeds 100 feet. flare shell fall within the right of way.
3. Where no highway side ditch, separates the restricted area from the highway road- . ANGULAR PLACEMENT. The centerline of the driveway may be either parallel
bed, permanent provision may be required to separate the area from the highway 3
the property line of the lot for which access if requested, or at right angles a the
roadbed, to prevent its use for driveway or parking purposes by construction of a to curb linrtY
border, curb, rail, or posts deemed adequate by the Town Board.
cn
y
STC - 10` r'
Y
SEPTIC TANK MAINTENA CE AGREi.Mt N'f
0
St. Croix ounty 0
0
OWNER/BUYER
~/C° _
ROUTE/BOX NUMBER Fire Number
CITY/STATE 6A1
PROPERTY LOCATION: IAJ 14, -7 p
S e ct i o n.~l--- '1 N , R ---W '
Town of SL. Croix Cuunty,
Subdivision / OA1 ~Ll Lot number Q
I
Improper use.and maintenance of your septic system cuuld result in
its premature failure to handle wastes. Proper maintenance con-
sists of pumping out the septic tank every thi-ce years or sookier,
it needed, by a licensed se-Ltic tank juu)er. What you put into
the system can affect the function o"f t,4►e s-optic tank as a treat-
ment stage in the waste disposal system.
St. Croix County residents ma_y be eligible to receive a grant for
a maximum of 60% of the cost of replacement of a failing system,
which was in operation privy -r- 19 I$__-__S.t. Croix Coit it y
aLCepted this program in August of 1980, with the reyuiremenL chaL
owners of all new systems agree to keep their systems properly
maintained.
i
fhe property owner agrees to submit to St. Croix County Zoning a
certification form, signed by the owner and by a master plumber,
journeyman plumber, restricted plumber or a licensed pumper veri-
fying that (1) the on-aite wastewater disposal system is in proper
operating condition and (2) after inspection and pumping (ii nec-
essary), the septic 'tank is less than 1/3 full of sludge and scum.
Certification form will be sent approximately 30 days prior to
three year expiration. •a'
0
E
I/WE, the undersigned, have read the above requirements and agree
to maintain the private sewage disposal system in accordance with x
the standards set forth, herein, as set by the Wisconsin Depart- v
ment of Natural Resources. Certification form must be completed
and returned to the St. Croix. County Zoning Offi,re within 30 days
of the three year expiration date.
SIGNED
DATE
St. Croix County Zoning Office
P.O. Box 98
Hammond, WI 54015
715-796-2239 or 715-425-8363
Sign, data and return to above kddress.
R TMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
STRY, DIVISION P.O. BOX HUMA RE°A,~T~IONS PERCOLATION TESTS (11J) MADISON W 53707
(H63.090) & Chapter 145.045)
LOCAT 0 ISECTION: TO UNICIPALITY: T NO.: BLX NO.: SUBDIVISIOP
NAME:
SW 1/ w1/ 171_/T >q N/R,Q (o U~` /01 i 11CLOW t
h4 ST
CO NTY: OWNE U S AM MAIIING ADDRESS-
"IF 'STC x IJEJELOI4M[ N~- -s36 S CsPoI~ST /~(OtpTN 9u>,S>Jw/ Pi s40)t
USE DATES OBSERVATIONS MADE
7
STS:
X Residence BEDR : COMMERCIAL TIO
4alResidence UNK 91New ❑Replace (Q~,rO6fle 2/ SsG CIr
Z~
Sons $ooK 4S~ ~~s i~x~ i~u~2CNA>t'QT-
RATING: S- Site suitable for system U- Site unsuitable for system
r4-j 0NV NT TONAL: MOUND: IN-G -FILL OIDING T•~AN(~~K: RECOMMENDED SVSTE loptional)
S ❑U ❑ S ~ S ❑U IM S ❑U ❑ S OD CoNyer4-r1UNA1_ FA
If Percolation Tests are NOT required DESIGN RATE:
If any portion of the tested area is in the
under s.H63.09(5)(b), indicate: CAA' Floodplain, indicate Floodplain elevation: N
Lac-'FT PROFILE DESCRIPTIONS
BORING TOTAL PILI GROUP D ATE -INCH A A CTER SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH -in ELEVATION OBS i,52 EST IQHEST D TO BEDROCK IF OBSERVED SEE ABBRV. ON BACK.)
B- / 17,67 94• -7 p > 7.67 '8,_i-rs 2-r.'8amS,L 34"e MS46t z3'/$e..lCS ~ G2
B- Z @.@3 .90.4`7 IVoNL,- > 8.~3 /e&vrs 33"6RNS►L "geaMS~t6e~ee~r"S,$~uLS 17~ 1t15~ a.
3 8 ,9Z 95 4 AlGN > 8.9 Z e" gt_f_-rS le 9tw S, L i I" erv S L -Sr 6a,i C- M
{ 46R f 0-ttw Si $wmn, zd"6 xg.
C. S
`T 9•~ 97 S~ NO►J ? 9.0~ ll e,L-LT~ Z "Sk A" gel 5L S8 89n4 Ni
LrGe w leb, S+$ALZ1-
S Q.SB ,06 IVONL > Q.58 16'4&L-t5 ZA`ttNStL 16~BQN SL 53"&N MS ~464?,
~Ec PERCOLATION TESTS
EST DEPTH WATER IN HOLE TEST TIME RAT MINUTES
NUMBER 16TCPi!2S AFTERS WELLING INTERVAL-MIN. PER INCH
P. i 5.0(, 40 b, 1: 1978(. > 2. > 2 > 2 < 2
P 2 3 Y4 z;` 9s.iK4 3 -7 Z >-Z _No 12 4 Z
P. 3 s.5 9 .S9 2 >2 Z < 2
P
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas, indicate scale or distances. Describe what are the horl
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION NimAkv 92.00 Qeralw4re 4/00
t i
o t
+ i
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Na a :
a+agi.::: ~ o p on Co.+a.n .
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a c'
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ereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
end that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
TESTS WERE COMPLETED ON:
o N so rv r0 8E k z Z / 9
/ CERTIFICATION NUMBER: PHONE NUMBER (optional):
& -Sr go&%ON 1^4 is-+o/6 34 4 3FsC-4a&0
CST SI JV/ITURE:
py to Local Authority, Property Owner and Soil Tester.
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