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RECEIVED
NO
8 1 � - 7 Qn
Y 1 Z007 KATflj6KPH DE 5114
REGISTER OF DEEDS
ST. CROIX CO. MI
RECEIVED FOR kECORD
ST. CROIX COUNTY 11 /28/2005 01 :45PPI
SURVEYOR'S RECORD CERTIFIED SURVEY MAP
REC FEE: 13.00
COPY FEE: 3.00
PAGES: 2
CERTIFIED SURVEY MAP
Donald P. Jackelen
Grant L. and Jill C. Westby
Aaron Clay
L ocated in the Southeast '/4 of the Northeast 1 /4 of Section 33 and in the Southwest '/4
of the Northwest '/4 of Section 34, all in T 28 N, R 18 W, Town of Kinmckmnic,
St. Croix County, Wisconsin, nc u eng p o of o tat Certified Survey Map
recorded in Volume 9 of St. Croix County Certified Survey Maps, Page 2610, and
Lot 8 of that Certified Survey Map recorded in Volume 14 of St. Croix County
Certified Survey Maps, Page 3841 _
LQT -1 Lo:
CERTIFIE)) : XH
OWNERS' AD VOLUMK _it , VOLlVME 13.,
Jackelen PAGE 3094 PACE X538
,2o2 C.T.K. 1N" N89 St "E 455.53
River Falls, W7.54022 q - - - -
Westby ry^ �KiITIFIEP $_tL$X_MOP_
55 Emerson Valley Drive
River Falls "T 54022 ^ i
cyay Coulee Trail
Roberts. %7. 54o23
5- P
N 88'x6 y1 "E ' .so'
L56.6o' i LOT 16 a � ' 'a
I o"'. � ' W 3 3 r
�G r•7• q:
QI?T 2T $ q. SkCATA� - �1 Y MAP / 's' O a WI
-- c F 92dUi�0E_l4 >?. .1&111 1,123.2 69 SQ- Fr.
a
t,Tp 00 � 24.766AC RES aG:O
q , I LOT 1_S �� 1,978,801 R Fr.
i
w; a: Y =751' 0 0 �
SHTAUSONRYNAR.
235.483 SQ. Fr. y / nvBrIVA FOVS
ACRES B�G PAVEMENT
_ _ _ _ ` BUILDING SETBACK LINE
MONUMMM tQ)2V� T28�N, CORNER II — — �G l00' FROM R/WZ_ — — EAST AgRgTRR CORNER 3 >ycx7s&NA1.uAfINl1� 6 --- e y. - p,�'4�'S4 "E �"AI.L l
(MavxD BBitT R,B W
N E I ff J ' �� S89 ° 5458" W 6o s 38 's�' W a6caY M �IUdl6N77 ALUMIN
S 8; gR ' Nr An 14
m - S 89'3W "W -
�.. O. J .H. "M" �9 - _--- ;
__- N89°b�`b8"8'.•6F88.86' - -- v` &1.57'QU WRN6R - %6A. _
BAST- WESTOpUAR7ERS9770N dQN39. 28N CARNSR SRC.g�---889° T S1F WffiT AR SHCT(ON
Lt1Y8 SSGR70N 33 �. (IVf/NIS ALUA@VUM 1 pWy,
N TTED ,mss LwRSRCn
1s: <Xr
W E •• LEGEND
* M :� 0 Indicates 1 "O 18" Iron Pipe Set
(Min. Wt. -1.13 lbs./lin. M)
rLLS,: a • Fwd 17 Iron Pape
NVX. Section Corner Monument
Scale in Feet t " _ ...... • 9,g 0 (as noted)
� 1_AND
300 200 roo 0 300 DATED -
Indicates Fence
line qs are mfimwed to the East - West quarter section
line of Section 33, assumed bearing N W5858' S. Oc tal :s, "oS
(R= ) Recorded As
This Instrument Drafted by Mark W. Peavey SHEET 1 OF 2 ,
Vol 20 Page 5114
Parcel #: 022 - 1099 -40 -200 03/03/2008 10:17 AM
PAGE 1 OF 1
Alt. Parcel #: 34.28.18.535D 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
03/06/2006 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
O - JACKELEN, DONALD P
DONALD P JACKELEN
1202 CTY RD M
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 25.787 Plat: 5114 -CSM 20 -5114
SEC 34 T28N R18W 22A IN SW NW CSM Block/Condo Bldg: LOT 16
20 -5114 LOT 16
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
34- 28N -18W
Notes: Parcel History:
Date Doc # Vol /Page Type
11/28/2005 813070 20/5114 CSM
11/14/2005 811878 2927/129 QC
11/24/2004 780856 2702/280 QC
04/04/2002 675436 1867/240 QC
more
2008 SUMMARY Bill #: Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 08/08/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 60,000 201,000 261,000 NO
AGRICULTURAL G4 22.787 3,000 0 3,000 NO
Totals for 2008:
General Property 25.787 63,000 201,000 264,000
Woodland 0.000 0 0
Totals for 2007:
General Property 25.787 63,000 201,000 264,000
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
r-
Wwoonsirl Department of Cornrnerce PRIVATE SEWAGE SYSTEM Cou "ty:
• SA" and Buildings Division INSPECTION REPORT St. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.:
Personal information you provice may be used for secondary purposes (Privacy Law. s.15.04 (1)(m)).
384242
E der's Name: [3 City QVillag Town of: St Plan ID No.:
n Winnicklnnic Townshi 1�3 I(. v.: Insp. BM E ev.: BM Description: Parcel Tax No.:
9 I P uG CST 8 - 022- 1095 -80 -140
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic 4 - - "s uvD Benchmark , p $' J o s*, a
Dosing kit. BM b0.2 S /
Aeration Bldg. Sewer
Holding St /Ht Inlet
TAN ETBACK INFORMATION St/ Ht Outlet
TANKTO P/L WELL BLDG. Airi to ntake ROAD Dt Inlet
Air I
Septic > ft°C > T; • .,.1�' �� NA Dt Bett6
o. 6 • g� /
Dosing X100 1 day- -' 2.` ...3p NA Header /Man. �6�(.2c�
Aeration NA Dist. Pipe 1 0 4 Ir
Holding Bot. System �•S� 183 • Sv
PUMP / SIPHON INFORMATION Final Grade
S�-
Manufacturer
Demand S over
Model Number 'V 3`•�G PM
TDH Lift ���� Friction ga s' System TDH �O�Ft
Forcemain Length .4 Dia. F Dist. To Well
S BSORPTION SYSTEM
B p Width I Length 1 No. f s PIT No. Of Pits inside Dia. liquid Depth
N 1 N Cl DIMENSIONS Man actu
SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING
SETBACK CHAMBER Mo Num er:
INFORMATION Type O > Sp t lam - x-/3 -"—� IT
System: TA
DISTRIBUTION SYSTEM
X
x Hole Spacing Vent To Air Intake
Header /Mani of rr DistributionPipe(s), r� tr 3 � II '36 �
Length Z_ Dia. 2 Length V • S Dia. 0 Spacin g �5e
SOIL COVER x Pressure Systems Only xx Mound,Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded / Sodded xx Mulched
P [3 No 0 Yes ❑ No
Bed /Trench Center Bed /Trench Edges Topsoil
COMMENTS: (Include code discrepancies, persons present,) ecti L #1: D9l 1 / O ns action #2: —4---,
I
Location: 55 Emerson Valley Drive, River Falls, WI 54022 (SE 1/4 NE 1/4 33 T28N R18W) - (, - r►
332818516A40 -Lot 8 _ S - - AC 64.40- Cyr) •S) F�`^° •� : t,s� +
1.) Alt BM Description / ' � `
2.) Bldg sewer length = (�
- amount of cover =
aS S
3. contour = o I• S (
) ) �,�► g, op .6 de
-- u
4 P(anp - r ion requir ❑ Yes No Use other side for additional information.
Date � n � InsQe r s nature Cert No
SBD -6710 (R.3/97) C� S • S 0 ' - ` �
��
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i
1 �
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V e✓SD✓1 a Safety & Buildings Division
201 W. Washington Ave.
i Sanitary Permit Application PO Box 7302
NSCOnSIn In accord with Comm 83.2 1, Wis. Adm. Code Madison, WI 53707 -7302
Department of commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not
[Privacy Law, s. 15.04(1)(m)] state owned.
Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 1 I inches in size.
County State Sanitary Permit Number ❑ Check if revision to previous application State Plan 1. D. Number ( 37q 6
C40 I I 3$4 2 q2
I. Application Information - Please Print all Information Location:
Property Owner Name Property 1P
Location 7 ,N, ^
O A) C L 5 elA C /4, S ,Y- or
Property Owner's Mailing Address Lot N ber Block Number
C AM
State Zip Code Phone Number Subdivision Name o SM umber bt 1
2 L ( -- V p 241 0
I Type of Building: (check one) ❑ Village
❑ City
7t
1 or 2 Family Dwelling – No. of Bedrooms: �' bk /�'� 'own of
❑ Public /Commercial (describe use):
❑ State - owned ( WA/(G )CWtiI
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Ne res
Road 14't 10 P ,
A) 1. ❑ New System 2. )!,Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) 6ZZ ae'IYo
System Tank Only Existin S stem �'3 • g. 19'. S7 6 A'
B) Permit Number V �� �,.; i Date Issued
IKA Sanitary Permit was previously issued
IV. Type of POWT. System: (Check all that apply)
❑ Non - pressurized In- ground X Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other:
9
V Dispersal/Treatment Area Information: L 0 & 4 e , /
1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation T Final Grade
qje--o Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation
3.3 d �. 2 6
VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
G, Tanks anks
❑ ❑ ❑ ❑
G �
VII Responsibility Statement
I, the undersigned, assume responsibility for installation of the PO TS shown on the attached plans.
Plumber' Name (print) Plumber's Si ature (no scan MP /AQ.I$ No. Business Phone Number
Z ,
6� 7
Plum ets e ' Address (Street, City, State, Zip Code)
t
VIII County /Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
,Approved ❑ Owner Given Initial Adverse Surcharge Fee)
LL � o0
Determination ✓ZS �oe7 II°+ o l
IX. Conditions of Approval /Reasons for Disapproval: + rvwsfi be i+tz�.11� a��ePPre.tr�Q
N 1 .
a�e
'� �t6� PIM - � � J t�a,wk k (�-e✓ w�v5f l�G \,.ai +��+�n.tat :�.Gt! UtitdiwN�iw��1' S �i�' L' �`� � �
cJ U C_vj r ns perm 4-r&A re olf (" d c,k-,e / Fe b• 3 ,
c/wKftorl clwfu, ✓Ir 4.14
ro
I
1
Safety and Buildings
4003 N KINNEY COULEE RD
y i LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
NVisconsin www.vAsconsin.gov
.vAs c onsin.gov
i , .� .wisonsin.gov
Department of Commerce
•� ` Scott McCallum, Governor
� Ar Brenda J. Blanchard, Secretary
May 04, 2001
CUST ID No.691727 51 cPa� ATTIC• POWTS Inspector
ARTHUR L WEGERER 'X. �� ZONING OFFICE
421 N MAIN ST cr f ' -> ST CROIX COUNTY SPIA
PO BOX 74 '` 1101 CARMICHAEL RD
RIVER FALLS WI 54022 HUDSON WI 54016
RE: CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 05/04/2003 Id
ID
Transaction ID .637416
Site ED No. 1870
SITE • Please refer to both identification numbers,
SITE ID: 187076, Aaron Clay above, in all corresponde nce with the 'agency.
St. Croix County, Town of Kinnickinnic
SE1 /4, NEIA, S33, T28N, R18W
FOR:
Description: Three Bedroom Mound System - Revision
Object Type: POWTS System Regulated Object No.: 648268
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The approved changes will
become an addendum to the plans previously approved. All other portions of the installation shall conform to the
original approval. The following conditions shall be met during construction or installation and prior to occupancy or
use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101)
and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION
2.0" SBD - 10706 -P (N.01 101).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the
owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the
mound manual, and section VI of the pressure distribution component manual are complied with. A copy of
this information must be given to the owner upon completion of the project.
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Slats.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the components) utilized
in the POWTS.
Note: Effluent Filter is a GAG/Sim-Tech Model STF -100.
ARTHUR L WEGERER Page 2 5/4/01
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, DATE RECEIVED 04 /10/2001
jj�� - . - FEE REQUIRED $ 60.00 0 .
FEE RECEIVED $ 60.00
Gerard M. Swim BALANCE DUE $ 0.00
POWTS Plan Reviewer - Integrated Services
608- 789 -7892 Mon - Fri 7:15 AM to 4:30 PM
jswim@commerce.state.wi.us WiSMATcode x'633
i
TITLE SHEET Page I of
MOUND SYSTEM
FOR
A 3 BEDROOM RESIDENCE
This plan has been prepared in accordance with the Mound Component
Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P
(N.01 101) (N.01 101)
LOCATED IN THE SE 1/4 OF THE Kla 1/4 OF SECTION 33 , T Z$ N, R l � W,
TOWN. OF ��IVN LCiz LiJIv�.0 S �°_� lX COUNTY, WISCONSIN.
INDEX
PAGE 1 of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEM MANAGEMENT PLA13
PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEW -CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION
PAGE 7 of 7 PUMP PERFORMANCE CURVE -
R E CEIVE[)
PREPARED FOR
bo w Sr .
Cz Lv LZ i- :mss, L-J) - S�tozZ
PREPARED BY
W FEE CGEF:< ER !S C3 S L . TEST S 1\1 C-3
AND.
DES =GN SERV =CE
P.O..Box 74 421 N.Hain St.
River Falls, WI 54022 Ay�,
Phone 715 -425 -0165
DIV
177
Fax 715- 425 -6864 �`S /
ARTh'JP L
WE�.EiiF.N
0.919 v r
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c
— O .T .S. 4
ditiOna ty � �� fad .•,.,e.a. .
• PROV �R� f'
Ap .WT of r
o�nswM � ""°'w�►� -
SEE CAS OND JOB N O.
Mound System Management Plan Page Z of
Pursuant to Comm 83.54, Wis. Adm. Code
' � Septic Tank -
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the
septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and
outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that
may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if
the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of
the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise
the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in
the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required.
However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made'around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October - February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg /L B005, 150 mg/L TSS, and 30 mg /L FOG. Influent flow may
not exceed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is
required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,
and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its'
component manual [SBD- 10572 -P (R. 6/99)] arid local or state rules pertaining to system maintenance and maintenance
reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed
` unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired
or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper
operating condition.
Questions about the operation or maintenance of this system should be directed to:
The County Zoning - Office at - 11S — - 2, 6 — 6�0 ST : CtiZUIX
The system installer at 1 L LL
The tank manufacturer at 00 3ZS agS6
The effluent filter manufacturer at 8 88 —Ct -3Zg0 S1 T'EC
The pump manufacturer at _ L L9 — 2gH - IN — _ -
PLOT PLAN
Scale 1 " =4Cj 'Page 3 of 7
No1zs
\,vT- L Tu eE .P�r . S Q ' r-¢u M Mo uko�) _tf t LN`7 —
2S' �1wt 'tYtwk:"
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3 0- . Riz seonc z.S
O Ttp„1t /DOSE xtic V9e) y 't PVC
TH r
L!u 0' C ►MTZU x pry
NOTES: -
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z required).
3. Septic tank to be 1 poo Jbi3 gallon capacity manufactured by
Ly L � Ct1►V �i T o�'yeTg tti S1 T�� t �y r Fj CTLsR IN `rM b L%Mt A P_ 6 tr U �
4. Bench marks
S. Divert surface water around system - to prevent pond ing at the uphill side.
Page y Of
Approved Synthetic Covering
ASTzi C33 w,�„_ Distribution Pipe
Medium Sand k
Top soil - - H = =W 1 G
3 E
,
b
q . % Slope
Distribution Cell of - Force Main Plowed
z" to 2 Aggregate From Pump Layer
D N cl Z Ft'.
E Z - _ 3 Ft.
CROSS SECTION OF A MOUND SYSTEM F o -t Ft.
G o 5 Ft.
A �_ Ft. H -y Ft.
Linear Loading Rate = q • O GPD /LN FT B 5 o Ft.
Design Loading Rate= 0.3SGPD /SQ FT I \1 Ft.
J $ Ft.
K 13 Ft.
ki*@Pm*e Position L Ft.
of
Force Main W 34 Ft.
- Observation Pipe
-- - - - - -- -- - - - - -- ------- - - -_ -- - - - -�
o-- -- --o
w L. - -� -- -_ -- - - - - -- - - -- ' L ��
Sall,- Distribution , 1 "
2
Pipe Cell of Z to �
aggregate
Observation Pipe
(Aachbr securely)
~ PLAN VIEW OF A MOUND SYSTEM
• Distribution Pipe Layout Page S of
Place the holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and holes.
Extend the end of each lateral up with the use of long turn or 45 fitting to a point within six
inches of the final grade. Terminate the ends of the laterals with a valve, :threaded cap or
. threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug.
-
T
pV C FuC 1>V C
Lateral Manifold Lateral
x x x x x2 I x2 x x x I x
Lateral Length — Lateral Length 2
IF Distribution Line
IT
• P -� � r�C C.,�.s sox
--0
S
o —_
_ LQ
F-Ozce 1"1r}Il"
P Z.Z. S Ft. "Hole Diameter 3�i(7, Inch
S 3 Ft Lateral I Inches)
X 36 Inchps Manifold Z - Inches
Force Main " Z Inches
of holes /pipe
Invert Elevation of Laterals Ft.
$x o. b 6 = 5•z&', b = 3 t. 68 G p►�
- Combination Septic; and
A PUMP CHAMBER CROS5 SECTION AND SPECIFICATIONS ' PAGE OF �.
NUT CAP - WEATHER PROOF
JUUCTIOU BOX .
-(C.1. VENT PIPE s APPROVED LOCKING
2:. FROM MANHOLE COVER tv1TA
%AMDOW OR FRC5H wA�ttJIIJ4 LA6EL.
w Pn �o�P A!R 111TAKE � � aow wsr
F1 W 1S1tED L•+nw. . `1' MIU.
• G�DE
IS'MIIJ. \� ----- --- - --
IMLET "` PROVIDE
. •• ,� " AiRTILH7 SEAL I I
Approved '� I �I Approved
joint w/ I joint w/
PVC pipe ' ' T11 I I� ALMA PVC pipe
�
C
SEE CORRESPONDE C 1_��E
Ou
I
- 'I I
LLE1! FT.
PUMP —� OFF
D -
C OIJC BETE
I.8 5 BLOCK
KISCR - EXIT PERMITTED OIJLy IF TAUK MAIJUFACTURER HAS SUCH APPROVAL 3NADPQorE4
SEPTIC f (�X1sTtr.�G� SPECIFICATIOUS
DOSE
TALK INN AW UFACTU0.CR L C-00 °C!2� DUMBER OF DOSES:
1 '600 1600 PE R DA
TA .TANK S►ZE: GALLOAi5 DOSE VOLUME r
ALARM MAUUFACTURCR: SS nz(1 ii L i s, ,s IIJCLUDIUG BACKFLOW: � ��•� GAttOhIS
^ODCL WUMBER: YAW CAPACITIES: A= 301 2
IUCHES Oft � GALLONS
SWITCH TZPE: — Y1 � C.I B = Z IWCHES'OR 3 j, S
GII
���ZS / LLOUS
PUMP 10%AIJUFACTURER: C: 6 .� IAJCHES OR Loo
.f a �, CALLOUS
MODEL MUMBER: D= 1p IhICHES OR WI - GALLOUS
SWITCH TYPE: Q-f 1JOTE: P UM P AUO ALARM - -- dC
MIMIMUM DISCHARGE RATE 6B GPM INSTALLED 6M SEPARATE CIRCUITS
VERTICAL DIFFERENCE OETWEEIJ PUMP OFF AIJO D15TR18UTIOU PIPE.. �' l y FEET
+ MIUIMUM NETWORK SUPPLY PRESSURE , ; ... , 12SF
- FEET OF FORCE MAIN X F oFCFRICTIOU FACTOR.— L " FEET
TOTAL OtIUAMIL HEAD = lb`B8 FEET
As per manufacturer 1 gal /in. Liquid depth 3
F�r6E - 7 0 F
ME40 Series
.4/10 HP Effluent
and Drain Water Pumps
Performance Curve
MODEL ME4O EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40
12
35
10 to
W 30
L
"Z 25
Z
20 6
J
4 F-
10 31 .68 H
5 2
0 0
0 11 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
1101 Myers Parkway, Ashland, Ohio 44805 -1923
= 419/289 -1144 FAX 419/289 -6658 Telez 98 -7443
K3326 7/91 ' Printed in U.S. "3a?
Safety and Buildings
y v 4003 N KINNEY COULEE RD
LACROSSE WI 54601 -1831
TDD #: (608) 264 -8777
,scons n www.commercest
www.wiscon sconsin.gov in.gov
Department of Commerce
^� Scott McCallum, Governor
Brenda J. Blanchard, Secretary
May 04, 2001
CUST ID No.691727 �',` ., �� �7W.• POWTS Inspector
ARTHUR L WEGERER
ZONING OFFICE
421 N MAIN ST ST CROIX COUNTY SPIA
PO BOX 74 `=--' "' 1101 CARMICHAEL RD
RIVER FALLS WI 54022 HUDSON WI 54016
RE: CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 05/04/2003 Identification Numbers
Transaction ID No. 637416 ,
Site ID No. 187076
SITE: Please refer to both identification numbers,
SITE ID: 187076, Aaron Clay above, in all correspondence with thetagency.
St. Croix County, Town of Kinnickinnic
SE1 /4, NE1 /4, S33, T28N, R18W
FOR:
Description: Three Bedroom Mound System - Revision
Object Type: POWTS System Regulated Object No.: 648268
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The approved changes will
become an addendum to the plans previously approved. All other portions of the installation shall conform to the
,original approval. The following conditions shall be met during construction or installation and prior to occupancy or
use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01101)
and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION
2.0" SBD- 10706 -P (N.01 101).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the
owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the
mound manual, and section VI of the pressure distribution component manual are complied with. A copy of
this information must be given to the owner upon completion of the project.
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized
in the POWTS.
Note: Effluent Filter is a GAG /Sim -Tech Model STF -100.
ARTHUR L WEGERER Page 2 514101
M r
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise maldng them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, DATE RECEIVED 04 /10/2001
FEE REQUIRED $ 60.00
FEE RECEIVED $ 60.00
Gerard M. Swim BALANCE DUE $ 0.00
POWTS Plan Reviewer - Integrated Services
608 - 789 -7892 Mon - Fri 7:15 AM to 4:30 PM
Wi$MART
jswim@commerce.state.wi.us codq ,
Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations g —
D'nrt ;ion of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. ' 0 2-2 - 10 ct S - 9 0 - lqz
APPLICANT INFORMATION- PLEASE PRINT ALL I REVIEWED BY DATE
2g o t
PROPERTY OWNER:
w PROPERTY LOCATION
6%T+eT S E 1/4 Nt 1/4,S 33 T Z 6 ,N,R 18 E ( W
PROPERTY OWNER':S MAILING ADDRESS • LOT # BLOCK # SUBD. NAME OR CSM #
� %- o 'L3 l3 b4 `nf ST r . o. L , l - CS1 U O L. 9 ) SSE ZLl )CC)
CITY, STATE ZIP CODE NE NU BER ❑CITY E]VILLAGE MOWN ' NEAREST ROAD
ZIU�Z t�S,� 1 suoz J IS 4-1 zb- � 6 s t�tir��1 e��ti►J� 1 e L�>� V>tLlt`tDR .
(j New Construction Use (X] Residential / Number of t�dr ms' 3 [ ] Addition to existing building
QQ Replacement [ ] Public or commergo describe
Code derived daily flow 1 A SO gpd Rebmrrrended design loading rate o -�Sed , g pd/ft - trench, gpolft
Absorption area required S bed, ft 3=15 trench, ft Maximum design loading rate S bed, gpdift - �- trench, gpd/ft
Recommended infiltration surface elevation(s) 1 d 'S. S ft (as referred to site plan benchmark)
Additional design / site considerations ►'1QlriA by /$'K k-n ' vaD • t ti lm j r ZEE ° of S ft?_jo R.Lj_. _
Parent material `.A ZS-S d V L C - 71 LL Flood plain elevation, if applicable '(V A ft
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem D S U ® S ❑ U 0S o U D S CNU DS M U O S ®'U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Botrclary Roots GPD /ft
in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. Bed Trer&_
o_6 1D` l R- 31 Z - S l, `�S U k Yvl`�h a- S - S
0( - S .
Ground S 4 XZ_ - C ' _ 3
elev.
l 1 4
Depth to
limiting
f `ttzr
Remarks: t/
Boring #
o -g 10'{
�Z w Z g -fib• 1D`22.3�6 - S► ( Z Sbl{ 1✓I �- CS — , S .
S'IR S1'0j
Ground
elev. y 23 'n I R. 31 yc
D A's ft.
Depth to
limiting
factor
Remarks:
CST Name: Please Print Phone:
Arthur L. We erer 715 - 425 -0165
egerer Soil Testing & Design Service -P.O. Box 74 River.Falls,Wl 54022'
Signature: Date: CST Number:
99 - `IS 2_3 -2 (5OO 220254
•
PROPERTY OWNER SOIL DESCRIPTION REPORT Page_-of a
PARCELLD.# O2-72. _`0°tS-(6O- lye
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bour ary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
) o-X!) lo`1R 31Z si l i `sb>z m0-1\r- a,S ,S -Co
g-l(o t o `12 3l - S i I Z ' sbk yyt��t✓ aS - .S
Ground -1.3 (z �1y ` tIz S�Y� � 1 � esbl r>7`{'� C`.S , Z , a
elev.
,D it. V 25 z 6 S`1 tJ /3 C Ova yrl,�r. NP t i
Depth to
limiting
factor
•
Remarks: t)
Boring #
`t.ft-L DIT\11)rQ Cal pf
?. ............. i-t- U t W1 oTTu/'6
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to •
limiting
•
factor
Remarks:
3oring #
11
around
?ley.
IL
)epth to
imiting
actor
Remarks:
PLOT PLAN page -- of
SCALE 1 "= YD '
ti`41Z�:
1) 1
'',^1Ft-1-.EL-Loo.o' 013 a' /1 1G4, 31t{'`3 /A - pv c. ni P '- Lv/-L-A'n-{ --
3v-i1tZ- EL .lou-o o►v '1' t . -
� ,L eE RT- � S o' F—co-1 Mou$ r}xj- �-=__(r_,
2 FZ
S' vM -Tl'C k.,
1`4� -C'ST Lur LI1,1E 1S > S' Fiza).4-J°10 wuoo1Ep
6
LI: 2h-7 �13 ►uor c-0MS4c-zCA.T' v(
. -gyp 119 "I}LS rtit-Z4
J � Ino 5'
�1 / -n` ezggs
c°' uvz. L. 1o1 5 ' 3(' F. 36' ..
Bo )0,1of •c
NV Lrl- . to3.S•
71S' _
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o rJ
J UR tSTi1NG v4NL1- �l1lU`1 -
p 3 (1 Nis . 1 it C E
cu"tipLtrc) r Fo t SGv71C
o TJ1z/t C) -lnn,_ u5c.>
i
ti
1
41 u o ' C u071- s -i-t -
_ CT1 i ' ri `(
C4G ,' - zZozSy
2'3lZOv0 ( 715 425-(11n5
CST Signature Date Signed Telephone No. CST#
i
Standard Erosion Control Plan
for 1 & 2 Family Dwelling Construction Sites
According to Chapters ILHR 20& 21 of the Wisconsin Uniform Dwelling Code, soil erosion control informa-
tion needs to be included on the plot plan which is submitted and approved prior to the issuance of building
permits for 1 & 2 family dwelling units in those jurisdictions where the soil erosion control provisions of the
Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting
this requirement.
Instructions:
1. Complete this plan by filling in requested information, completing the site diagram and marking ( ✓) appropriate boxes
on the inside of this form.
2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading.
Water runoff patterns can change significantly as a site is reshaped.
3. Submit this plan at the time of building permit application.
Site Diagram Scale: 1 inch = feet
EROSION
I CONTROL PLAN
LEGEND
PROPERTY
- - LINE
EXISTING
DRAINAGE
-\
M Lk 5 � TD TEMPORARY
f f !" DIVERSION
FINISHED
DRAINAGE
i
LIMITS OF
J GRADING
SILT
r'. FENCE
ti r
STRAW
G �^ �� BALES
GRAVEL
y
r O VEGETATION
SPECIFICATION
® TREE
1 PRESERVATION
STOCKPILED
SOIL
l
Please indicate north
by completing the
1 arrow below.
J L
-N-
PROJECT LOCATION /ilk.,
BUILDER Oh OWNER � C
WORKSHEET COMPLETED BY DATE `� 2
i
EROSION CONTROL PLAN CHECKLIST '
` � QR Check (✓) appropriate boxes below, and complete the site diagram with necessary information.
Q
Site Characteristics
i
North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways.
X ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells.
❑ Location of storm sewer inlets.
[ Location of existing and proposed buildings and paved areas.
The disturbed area on the lot.
�( Approximate gradient and direction of slopes before grading operations.
Approximate gradient and direction of slopes after final grading operations.
❑ Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
A ❑ Location of temporary soil storage piles.
Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be
covered with a tarp or more than 25 feet from any downslope road or drainageway.
Location of access drive(s).
Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick.
Drives should extend from the roadway 50 feet or to the house foundation (whichever is less).
❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre -
vent eroded soil from leaving the site.
❑ t Location of sediment barriers around on -site storm sewer inlets.
❑ Location of diversions.
Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be
diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than
10,000 sq. ft. should also be diverted around disturbed areas.
❑ �( Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade).
Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions,
and re- vegetation by sodding or by seeding with use of erosion control mats.
Ik ❑ Location of practices that will control erosion in areas of concentrated runoff flow.
Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of
such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap.
When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved
area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams
with year -round flow.)
❑ � Location of other planned practices not already noted.
f
a
Indicate management strategy by checking ( ✓) the appropriate box:
m
Management Strategies
❑ Temporary stabilization of disturbed areas.
Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized
by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching.
J Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment).
Indicate re- vegetation method: Seed X Sod ❑ Other ❑
Expected date of permanent re- vegetation: _<g, l
Re- vegetation responsibility of: Builder ❑ Owner /Buyer
Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? YesX No ❑
\ ❑ Use of downspout and /or sump pump outlet extensions.
\ Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage
pipe to stable areas such as established sod or pavement.
❑ Trapping sediment during dewatering operations.
Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until
most of the sediment settles out
Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water.
Maintenance of erosion control practices.
• Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to
half the barrier's height.
• Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be
replaced (typical bale life is three months).
• All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday.
• All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday.
• Access drives will be maintained throughout construction.
• All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized.
For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code,
the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for
Home Builders.
The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available
through State of Wisconsin Document Sales, 608/266 -3558.
Erosion Control for Home Builders (GWO001) can be ordered through Extension Publications, 608/262 -3346 or the
Department of Commerce, 608/267 -4405.
i
EROSION CONTROL REGULATIONS
UNIFORM DWELLING CODE (DEPT. OF COMMERCE)
PROJECTS AFFECTED • Straw bales, filter fabric fences or other barriers to
• All new 1 and 2 family dwellings in Wisconsin started protect on -site sewer inlets
on or after December 1, 1992. • Additional controls if needed for steep slopes or other
• Additions to dwellings built after June 1, 1980. special conditions
MAINTENANCE AND WASTE DISPOSAL
APPLICATION PROCESS • Sediment controls must be maintained until the site is
• Erosion control measures must be included on the plot stabilized by mulching and seeding, sodding or
plan submitted with the building permit application to landscaping
the local building inspector in communities where the . All building waste must be properly disposed to pre -
dwelling code is enforced vent pollutants and debris from being carried off -site
• Plot plan must show: ENFORCEMENT
— Location of the dwelling, other buildings, wells, sur-
face waters and disposal systems on the site with .Erosion control inspections will be made during other
respect to property lines regular inspections (footing and foundation, rough con-
-Direction of all slopes on the site
struction, final, etc.)
— Location and type of erosion control measures • Violations must be corrected within 72 hours
• Stop work orders may be issued for noncompliance
CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT
• Silt fences, straw bales, or other approved perimeter • Local building inspector
measures along downslope sides and side slopes
• Department of Commerce, Safety and Buildings Divi-
sion, P.O. Box 7969, Madison, Wisconsin 53707,
• Access drive (608) 266 -2128.
STORMWATER PERMIT (DNR)
PROJECTS AFFECTED — Proposed erosion and storm water pollution control
• Any grading or construction project that disturbs 5 practices during and after construction
acres or more and is not covered by a building permit — Documentation that an erosion control and storm
• Smaller sites that are part of a planned development water management plan which meets DNR standards
involving 5 acres or more of land disturbance has been prepared (plan does not need to be submit-
• Effective October 1, 1992 for any new or continuing ted with the application) j
project —Other information related to site location and per-
• Exceptions: Indian tribal lands and work done by local mit holder
government staff CONTROLS REQUIRED
APPLICATION PROCESS • Erosion control measures specified in the Wisconsin
• File a "notice of intent" application (Form #3400 -161) Construction Site Best Management Practice Handbook
with the Department of Natural Resources (DNR) 14 • Measures to control storm water after construction
days before construction begins
FOR MORE INFORMATION, CONTACT
• Application must include: •
Department of Natural Resources, Storm Water Per- ;
— Timetable for land disturbing activities and installa- mits, P.O. 7921, Madison, WI 53707 -7921, (608)
tion of erosion control measures including project 266 -7078
start and completion dates
LOCAL ORDINANCES j
Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning {
requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They
may also require erosion control on construction projects not affected by state or federal regulations.
A publication of the University of Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources and Department of
Commerce, Ron Struss, Water Quality Educator, UWEX Western Area and Carolyn D. Johnson, Urban Water Quality Educator, UWEX Southeast Area.
UW— Extension provides equal opportunities in employment and programming. This publication is available from county UWEX offices or from Extension '
Publications, 630 W. Mifflin St., Madison, WI 53706, (608) 262 -3346. Copyright 1997 by the Board of Regents of the University of Wisconsin System
doing business as Cooperative Extension, University of Wisconsin— Extension. Send inquiries about copyright permission to Director, Cooperative
Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Drive, Madison, WI 53706.
GW0001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites DNR: WT- 458-96 R -02- 97- 2M -1 0—S
• ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
O� W�NERSHIP CERTIFICATION FORM
Owner/Buyer 6 / L
Y
Mailing Address �V (J 7l - 3 ` 6o �C UmC F / 4-k �
2�cJ �
Property Address S-5 U 1 z 1—
(Verification required from Planning Department for new construction)_
City /State Parcel Identification Number
LEGAL DESCRIPTION
Property Location, /
'/4, k E ' , Sec. 3 � , T RLW, Town of j(�l n AIIC_ enhV i c—
Subdivision �`' , Lot # �.
Certified Survey Map # , Volume , Page # 261
Warranty Deed # �� 7 Zo , Volume , Page #
Spec house ❑yesno Lot lines identifiable yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days o the ee ye expiration date.
f ;
T NA1116F APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the pr erty d cribed above, by virtue of a warranty deed recorded in Register of Deeds Office.
' / 1
SI A APPLICANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * **
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
6 1 0 7 1 0
.DOCUMENT NO. LAND CONTRACT KATHLEEN H. WALSH
REGISTER OF DEEDS
< • ST. CROIX CO., WI
RECEIVED FOR RECORD
09 -21 -1399 9:30 AM
CONTRACT, by and between Donald P. Jackelen and Theresa M.
ackelen, husband and wife as survivorship marital property ( "Vendor " LAND CONTRACT
tether one or more) and Aaron Clay, a single person ( "Purchaser ", EXEMPT
-ether one or more) . vendor sells and agrees to convey to Purchaser, CERT COPY FEE:
.non the prompt and full performance of this contract by Purchaser, the COPY FEE'
'ollowing property, together with the rents, profits, fixtures and TRANSFER FEE: 180.00
:her appurtenant interests (all called the "Property ") , in St. Croix RECORDING FE E: 14.00
:ounty, State of Wisconsin: PAGES: i
:utlot 1 of Certified Survey Map recorded in Volume 9 of Certified
survey Maps, Page 2610, as Doc. No. 498244, being part of the SE 1/4 of
::e NE 1/4 of Section 33, Township 28 North, Range 18 West, Town of
::innickinnic.
NAME AND RETURN ADDRESS C�
Joseph D. Boles
Rodli, Beskar, Boles & Krueger, S.C.
P. O. Box 138
River Falls, WI 54022 -0138
022- 1095 -80 -140
Parcel Identification Number (PIN)
This is not homestead property.
Purchaser agrees to purchase the Property and to pay to Vendor at such place as they reasonably direct the sum of
$60,000.00 in the following manner: (a) $40,000.00 at the execution of this Contract; and (b) the balance of $20,000.00
•.:ntil paid in full, as follows: The full balance of $20,000.00 shall be paid in full five years from the date of this
contract, or by September 15, 2004. There shall be no interest charged on this contract.
Provided, however, the entire outstanding balance shall be paid in full on or before the 15th day of September, 2004
(the maturity date).
Following any default in payment, interest shall accrue at the rate of 104 per annum on the entire amount in default
(which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal
balance) .
Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. 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
unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as
unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as
first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of
insurance or condemnation, the condemned premises being thereafter excluded herefrom.
Purchaser states that Purchaser is satisfied with the title shown by the title evidence submitted to Purchaser for
examination except: No Exceptions.
Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall
be retained by Vendor until the full purchase price is paid.
a2z /Of'T 15V /mod
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6�2�31 F�1;w000• .
A 10
Certified Survey Map
Aaron Clay
Part of the Southeast 1/4 of the Northeast 1/4 of Section 33, Township 28 North, Range 1
West, Town of Kinnickinnic, St. Croix County, Wisconsin, being Outlot 1 of that certified
survey map recorded in Vol. 9, Page 2610 of St. Croix County Certified Survey Maps.
Note: An erosion control plan must be submitted to St. Croix County prior to
c on s truction on this lot.
L ot , 4 — C -SM V-01 C' P
N " 06'31" E 579.20'
APPROVED
ST. CROIX COUNTY > i 100' Setback Line
Planning Zoninq and Parks Commite
4 1 13
C
M ``
MAY 0 2 2000 Q1 a '
If not recorded within 30 days o > Uj
approval date approval shall be0 Proposed mound system site
` y
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null and void
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Lot- 8
7.492 Acres, 345,960 Sq. Ft. �, co 3 / o 0
CD ca
L6 - 7.185 Acres, 312,981 Sq. Ft. , ( W
I Exc. Road R.O.W.�^�/ v W
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4564.83' 0 C
� r` � 405.14 Cs �_W •••h �• 318.89` LU
Coil o EIW tl4 We
z S 89 58'S8"W 5288.86 R (5289.08')
t ,hPh?ftd L,W&
Legend Scale T' =150'
• Indicates t" iron pipe found. O 50' 100 200' 300' 400'
-", ' Indicates watercourse
R 1 C +.t}' Indicates or
( 1 p r eviously recorded data:
Indicates fence.
This instrument drafted by Laurence W. Murphy �
Dated: February 8, 2000 LAUREN HY
"Revised this 26Th day of April, 2000." aim
RIVNRFA ,I.a.
Owner's Address:
415 South Wasson Lane LAND
River Falls, Wl 54022 SHEET t OF 2
Vol. 14 Paqe 3841
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Certified Survey Map
Aaron Clay
Part of the Southeast 1/4 of the Northeast 1/4 of Section 33, Township 28 North, Range 18 West, Town of
Kinnickinnic, St. Croix County, Wisconsin, being Outlot 1 of that certified survey map recorded in Vol. 9,
Page 2610 of St. Croix County Certified Survey Maps,
Description:
That certain parcel of land located in the Southeast 1/4 of the Northeast 1/4 of Section 33, Township 29
North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, being Outlot 1 of that certified
survey map recorded in Vol. 9, Page 2610 of St. Croix County Certified Survey Maps, more fully described as
follows; Commencing at the East 1/4 corner of said Section 33) thence S 89 "W (recorded bearing on
the East/West 1/4 line of said Section 33) a distance of 318.89' to the POINT OF BEGINNING, of the parcel
to be herein described; thence continue S 89 "W 405.14' on said line; thence N 01 °14'21 "E 695.81'
(recorded as N 00 "E), on the East R.O.W. of a town road; thence N 88 ° 06 1 31 "E 579.20'; thence S F4
47'54 "W 739.16', to the POINT OF BEGINNING, containing 7.942 acres or 345,960 square feet, being
subject to easement over Southerly portions of said parcel for C.T.H. "M" R.O.W. purposes as shown on this,
map and also being subject to easements of record.
Note. Each parcel shown on this map is subject to State, County and Township laws, rules and regulations-
(i.e., wetlands, minimum lot size access to parcel etc.). before purchasing or developing any parcel contact
the St. Croix County Zoning Office and the appropriate Town Board for advice.
State of Wisconsin)
County of Pierce)
1, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owner, Aaron
Clay, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34
of the Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true
and correct representation thereof.
Dated: February 8, 2000
"Revised this 26Th of April, 2000" GOIVa��
This instrument drafted by Laurence W. Murphy LAUR
W. HY
s ma
FULLS.
LAND
SHEET 2 OF 2
Vol. 14 Page 3841
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FILED
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498244 S-o 0 'co LL
JAMES O'CONNELL
Regist r of Me
( ;,S / Plegister of Deeds
TF
CERTIFIED SUFNF-Y MAP
ELUEW AND MARIEU- EMEREM
Part of the NW 1/4 of the NW 114 and the SW 114 of the NW 1/4 of Section 24 and the
NE 114 of the NE 1/4 and the SE 1/4 of the NE 114 of Section 33, T ?8 N, R 13 W, Town
of Kinnickinnic, t. Croix County, Wisconsin, being part of Lot 2 of that certified
survey map record:d in Vol. s, Page 2469 of St. 1% Croix County Certified Surve
y
tu
• Indicates I" iron pipe
found.
hl % I Q.
Lor
0 Indicates 1" x 24 iron pipe
-
5 - 5 53 4 CRES weighing 1.13 lbs./lin. Ft.
C M, Z41, age so, Fr. I tu set. ��e -x-t- Indicates Fence.
j 0
AP/ 4-1 R Indicates
previous]
Z
LA W N POLE SHED UNPLA!rr 0 Y
I recorded
% I (P I r, r/C 0.r data.
ORIVOrW4Y DWELL ING N 89 1 "f 22
• O I
. 374•.
WEL L
Q: N 3.36 LO T21 C; S. M.
83- oz 7 N LINE SW114
S
C4 IQI 0 I NW 1 14 SEC.34 VOL. 9, PA 2463
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.1 S88.06131 "W 579,10'
%
urence W. Murphy
HIGHW4Y sE*r&AC A, AV
q. Registered Land Surveyor
o 0 k Dated: ?--15-1993
L. I N E 41
o, q. Revised: 4-29-1993
A,
This instrument drafted
our Lor i 0 Q ti by Laurence W. Murphy
QO k 7. 942 ACRES Owner's Address: • 345,960 So. Fr. 4 rg7 Emerson Valley Orive
41 7. 185 ACRES
River Falls, WI 54022
3/2, 9 81 so. Fr;
W Cb BEARINGS REF. ro THE C1W 114
LINE or SEC. ji, r28 N, RIOW,
ASSUMED S 89* 58 '58 "W
owl X 00
106
200
1 4 SCALE I ".
O 50 zoo 300 4 00' 500
Ne 424. 01 C)
4564.83' 8.89 C
89*58'58"W 5288.86 V -
A
E1W 114 LINE Al se r 4N, RI
UNPLArrE*D LANDS 04.
ot eq* f UR SQfON.)(
Vol. 9 Page 2610 C z R n 0
& 0.
Certified Survey Maps M
"4
St. Croix County, WisconF7jn SFEMT I Ev 2
I_T PQ I
'.Wisconsin Department of Commerce y:
PRIVATE SEWAGE SYSTEM
Safety and Buildings Division Count
INSPECTION REPORT St. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 353298
Permit Holder's Name: ❑ City ❑ Village ❑ T6wn of: State Plan ID No.:
Clay, Aaron Kinnickinnic Townsh p
CST BM Elev.:. Insp. BM Elev.: BM Description: r Parcel Tax No.:
IIAZ = i ;' l ob ' Cs�'S a- = I M , D I 0221095 -80 -140
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic ' ODD &V Benchmar - 0
9
Dosing � LAV Alt. BM ,
Aeration Bldg. Sewer
Holding St /Ht Inlet q0 qS.2.$
TANK SE BACK INFORMATION St/ Ht Outlet ----
TANKTO P/L WELL BLDG. Air to
i ntake ROAD Dt Inlet — -'
Air
Septic > feo NA Dt Botto
Dosing ti tA- — NA Header/ NW
Aeration NA Dist. Pipe
Holding Bot. System
PUMP / SIP ON INFORMATION Final Grade
Manufa Su rer D e m a nV St cover
Model Numb GPM
TDH I Lift L ction System TDH t
,el Forcemain ength i H Dist. To Well
SOIL ASORPTION SYSTEM z Al " sve ?•��)
BED / TR CH Width Length No. Of Trenches PIT nsicle Liquid Depth
IMEN I EN I N
TO BLDG WELL LAKE / STREAM LEACHING Manufacturer:
SETBACK
INFORMATION Type O CHAMBER Mode er:
S
DISTRIB N SYSTEM
Header/Manifold Distribution Pipe(s) x Hole x Hole Spacin Vent To Air Intake
Len ia. ia. Patin
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded ! Sodded xx Mulched
Bed/ Trench Center Bed /Trench Edges Topsoil I ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: a/ . /CTDInspection #2:
Location: 55 Emerson Valley Drive, R { i Fal WI 54022 (SE 1/4 NE 1/4 33 T28N R18W) - . 33..28.516A - 40 -Lot
Ou 1 �� yNdwvu�R, • ls�a- �
1.) .) Alt BM Description=
2.) Bldg sewer length = 1//4
- amount of cover =
Plan evisior equired. ❑ Yes % No ( 6
Use other side for additional information. a- O'D
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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Safety and Buildings Division
Vis SANITARY PERMIT APPLI T�.QN 201 W. Washington Avenue
u l I; '-,,' P O Box 7302
Department of Commerce In accord with Comm 83. 05, WI d 4dd�.. [., : Madison, WI 53707 -7302
�,..
• Attach complete plans (to the county copy only) for the syste , '�f`pa � e a r rR�lt I s Coun
than 81/2 x 11 inches in size. r° _
t' 1 oL,�..s 4 i9 C 0
• See reverse side for instructions for completing this appllcak' 6 i State Sa Permit Number
Personal information you provide may be used for secondary purposes 3 J k ❑ Ohe*if revision to previous application
[Privacy Law s. 15.04 (1) (m)]. P1r Stage -Pan I.D. Number
I. APPLICATION INFORMATION - PLEASE PRINT ALL 1 �M'A'�1'I1�Ifd'" ' `'
Property Ov Name PP t ppert Lo atio� \, LArP G L f /4 T , N, R YE (or
Property Owner's Mailing Address Lot N Block Number
6' .(- Q�
Cit "r Zip e � ( hone ;umber Subdivision an or CSM Number 6
it
il � II. YPE BUILDING (check one) ❑ State Owned r] It (� Ne rest Road
El Public 1 or 2 Family Dwelling - No. of bedrooms Vo�ag OF �1V G /M4f
111 BUILDING USE (If building type is public, check all that apply) Parcel Tax Nt mber(s ?�,]_.
1 ❑ Apartment/ Condo Q
2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining
4 ❑ Church/ School 8 []Mobile Home Park 12 ❑ Service Station/ Car Wash
5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify
IV. TYPE OF PERMIT: (Check only one box on line A. Check box online B, if applicable)
A) 1. X New 2 ❑ Replacement 3 ❑ Replacement of 4 ❑ Reconnection of 5 ❑ Repair of an
______System ________System _____________ Tank Only______________ Existing System ___ - -___ Exi
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 []Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 43 ,XVault Privy
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 13. Absorb. Area I a I - -- 7. Final Grade
Y!i� I Requir' Elevation
t� Feet
VII. TANK C ` G
INFORMATION In �✓ �� r Plastic App
Nei S'
Tank
Septic Tank or Holding Tank Q I ❑ ❑
Lift Pump Tank /Siphon Chamber 1 ❑ 1 ❑
VIII. RESPONSIBILITY STATi — t n s,(_
I, the undersigned, assume re 'ans.
Plumber's Na (Print)
Plumber's AFddress (Street, City, State, Zip
IX. COUNTY/ DEPARTMENT
❑ Disapproved Aci Stamps)
Approved C] Owner Given Ir
1 Adverse Detern I -
X. CONDITIONS OF APPROVAL / REASONS FOR DISH P VAL: t s rte I olsict
- Ttz s vat 01.' r t . Anz.,
SBD -6398 (R. 4199) DISTRIBUTION: Original to County. One copy To: Safety S Buildings Division, Owner, Plumber
INSTRUCTIONS
1. A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the
Wisconsio-AdmirfsErative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
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. Onsite sewage systems must be properly maintained. - The septic tank(s) must be pumped by a licensed pumper whenever
necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of
Wisconsin, Safety and BtMclings Division, 608 -266 -3151.
To be complete and accurate this sanitary permit application must include:
I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the
system isfo be instaTl'ed. -
II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is public, check all appropriate boxes that apply.
IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested for numbers 1 through 7.
VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and
manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and
holding tanks for this system. Check experimental approval only if tanks received experimental product approval from
DILHR.
VIII. 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.
IX. County/ Department Use Only.
X. County/ Department Use Only.
Complete plans and specifications not smaller than 8 1/2 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; pump or siphon
tanks; 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; and F) all sizing information.
-----------------------------------------------------------------------------------------------------
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can
effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater contamination investigations
and establishment of standards.
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Owner's name San. Permit No.
H63.05 PLOT PLAN
Sho
F T I Location of building served Dosing chamber
ED Septic tank Q Vertical/horizontal reference point
Q Building sewer f � fMiff System elevation is
Effluent system Well
Replacement system area f iT4 _ 1 Property lines w /in 50' of system
� A Distribution boxes I 1 Scale = t = XLO � , or dimensioned
NA Pump and controls: II "" ii
Mfr. & Model No. Vertical Lift Size Force Main
Friction Loss T. D. H. Vol. Dist. Pipe Gal..per Min. Gal. per Cycle
Place check mark in appropriate box, indicating item is shown on plot plan below:
RUC �IPIE W
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-ei_ coo•o ON
A — - � 31q"I)iA•
pUe Pipe w /LPrT..
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Y PRIV `�
is
By the granting or approving of the above plan, or upon the event of a subsequent
permit being issued, St.CroixCounty and theSt.Croix -County Zoning Administrator, does
not assume or hold itself liable for any defects in plans or specifications, plan
omission, examinatio oversight, construction, or any damage that may result in or
after ins llation
"W - �&Pl P'u s signature i ense O. a e
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3
Labdr `►^d Human Relations g —
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than a 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), d� of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance toar;efat V44 2-2 - l0 R S-
APPLICANT INFORMATION - PLEASE PRIN IE!C�AFORI ATION' REVIEWED BY DATE
PROPERTY OWNER: I lk l;: +. i v PROp1 liTY LOCATION
� O (v _Std �yz t_.EN 661 -E6T S E 1/4 NC 1/4,S 33T Z 6 ,N,R 18 E (<W
PROPERTY OWNER':S MAI�LIOU� AD DRES§ 1 tJ Y t , �^ %OI LOCK # � BO. NAME OR � M # 1b )D
CITY STATE ZIP CODE PHONE NUMBEW)UNTY ❑ jDVILLAGE ®TOWN " NEAREST ROAD
[oQ New Construction Use k] Residential / Number'otbedwovis� 1 [ ] AdditiQn to existing building
[ J Replacement [ J Public or commercial describe
Code derived daily flow y 50 gpd Recommended design loading rate - bed, gpd/ft - trench, gpd/ft
Absorption area required - bed, ft �= trench, ft Maximum design loading rate - bed, gpd/0 _trench, gpd/ft
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design / site considerations C;PeC,011" l k 1 V f'Nl_ ;V/ , -I OU A p _
Parent material Lo ZM'S -0 V �M C 1 - 71 L. Flood plain elevation, if applicable 'f\l A ft
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE 1 AT -GRADE SYSTEM IN FlLL I HOLDING TANK
U = Unsuitable fors stem ❑ S O U EIS ®U I [IS oU ❑ S Eau F ❑ S ® U O S ®'U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD /ft
boring # Horizon Texture Consistence Boundary Roots
in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. Bed Tw_&
1 R- 3 ! Z - S 11 -.`('S
Z 6 - �3 10 It R 31 L - S i 3'�S b1T o� 3�'1 ct S - S
Ground 3 13 -t�, �0`2�2 -3LY 1•S'IR 5 C� Ica Sblz w?'�1•. e S - Z . 3
elev.
l oz..3 ft 4 Q S L-f Y)j
Depth to
limiting
t a t
Remarks:
Boring #
0 Z Z`Fsb�Z_ -
.
Ground 3 tb Z3 � 3!Y - ) •S LIR S1b sty \�Sbk ��� e _ �Z •3
elev. IZ 3)
'> ft
Depth to
limiting
factor
)b
Remarks:
CST Name: - Please Print Phone:
Arthur L. We erer 715 425 - 0165
dress:
egerer Soil Testing & Design Service - P.O. Box 74 River Falls,WI 54022
Signature: / -� Q -) Date: Z CST Number:
22025
i
t
PROPERTY OWNER SOIL DESCRIPTION REPORT Page? of 3
PARCEL 11.D. °1S j
Boring # Horizon Depth Dominant Color Mottles Texture Structure GPDJft
:.......... in. Munsell Qu. Sz. Cont. Color Consistence Boundary Roots
} Bed Trench
3 '_� D `'12 31 Z � s i l Z-�` s b
z g - Io y R 2V - Si
vrl`F'�- q s . s •b
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4
PLOT PLAN Page 3 of 3
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CST Signature �— Date Signed Telephone No. CST #
Wisconsin 0epartnwnt or Industry SOIL AND SITE EVALUATION REP 0 R T Pa
Z r�or and Human Ra tions 8g 01,,. _
Division of Safety Buildings in accord with ILHR 83.05, Wis. Ad Code
COU
,s Attach complete site plan on paper not less than 8 1i2 x 11 inches in size. Plan must include, but St. Croix _
not limited to vertical and horizontal reference point (BM), diraction and % of slope, scale or PARCEL L0. r r
dimensioned, north arrow, and location and distance to nearest road.
A
REVIEWED BY DATE
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION
PROPERTY OWNER PROPERTY LOCATION
— Eugene Elverson GOVT. LOT SE u4 NE 144 -S 33 T 28 .N,R 18 11
PROPERTY OWNER':S MAILING ADDRESS LOT ,t SUED. NAME OR CSM a
67 Ehipmqon Valley Drive 2-Solth 1
CITY, STATE ZIP CODE PHONE NUMBER �Bt1Vdl>t86o1 OWN NEAREST ROAD
River Falls WI 54022 t'715) 425 -5546
()d New Construction Use Ix 1 Residential I Number of bedrooms (1 Additi to existing building
11 Replacement I 1 Public or commercial describe
Code derived daily low 2 -
Y _ gPd Recommended design loading rate � bed, gpolft trencn, gpt 02
' Absorption area required None bed, h trench, n2 Maximum design loading rate bed, gpolft trench gpdrh
'., Recommended infiltration surface elevation(s) n (as referred to site plan benctunark)
Additional design I site considerations Sni 1 condi ions wi I 1 no allow fr)r an on si t a Gpwa
9e syst em
Parent material Flood plain elevation, it applicab ft
S = Suitable la system CONVENTIONAL MOUND WGROUND PRESSURE AT•GRAOE SYSTEM W FILL MOLOLNG 1N"
U a unsuitable for s stem O S la Os Z u 0S ®u O S ® U O S (BU ®S O u
SOIL DESCRIPTION REPORT
8onng # Horizon Depth Dominant Color Motnes Texture Structure Consistence t3w Crq Roots GNQnt
in. Munsell Qu. Sz. Co nL Color Or. Sz. Sn. Beu �licr�,.
1 0 -8 10YR 3/1 None sil 1 f sbk m fr as 1f .2 3
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Remarks:
CST Nana..-- Plvasu Print P11040:
Uai±1 r- _ .7 Stei nor ( 715) 425 -5544
N8230 hwa 65• River Falls WI 54022
Dew: CST NWI14 r:
��. April 20, 1993 3074
SOIL DESCRIPTION REPORT Page_!ai
PROPERTY OWNER "
PARCEL I.D. # •
Structure Roots Gf'O�tt•'
Depth Dominant Color MoaSes Texture Gr. Sz. Sh. Bea
.,
Boring # Horizon
in. Munsell Qu. Sz. COAL Color
w rU '4�W
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Remarks:
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TC 106
voL 1483PAGE304
PRIVY INSTALLATION AGREEMENT
St. Croix County, Wisconsin
PRIVY INSTALLATION AGREEM ENT - COPY TO BE ATTACHED TO THE SANITARY PERMIT APPLICATION.
Property Owner(s): Reserved For Recording Data
SA R R..O N C LPG
Mailing Address:
►`1 bAgI Ln60`TLi- ST.
lZ -1.1� �Z t f�l� -S tit 5 �LUz -Z
Location:
Se S 33 T28 N R E o W
Township OL•
hI AJ L C.12UVAJ LC
Parcel Tax Number:
b ZZ. _ MR - SO - l�u
Legal Description:
TLOT O>= QSro tAi VoL. ° f O r-
0- ski PAff�! 2G Lp
1. No plumbing will be installed in the privy.
2. No plumbing will be installed in the premises served by the privy unless a code compliant soil absorption system or
holding tank exists, or a valid sanitary permii to install such a system has been issued.
3. A privy vault/ pit shall maintain minimum setbacks as specified in Table 1.
Table 1 Well Building Lake /Stream Additional County Setbacks
Open Pit 50 Ft 25 Ft Min. 75 Ft
Sealed Vault 25 Ft 25 Ft Min. 75 Ft
4. Privies for public buildings shall comply with ILHR 52.63, Wis Adm. Code.
5. Privies used for one- and two - family purposes shall be constructed in such a manner so as to exclude flies rats and
othervermin. Doors should be self - closing and vault ventilators should terminate at least one foot above the roof.
6. A privy vault shall be constructed of watertight plastic, fiberglass, coated steel or monolithic concrete. Materials shalt
comply the intent with ILHR 83.20, Wis. Adm. Code. Counties may, by ordinance, establish minimum sealed vault sizes
and type or construction within the guidelines of ILHR 83.20, Wis. Adm. Code.
7. The privy shall be kept clean and sanitary. The contents of the pit or vault shall be disposed in accordance with NR
113, Wis. Adm. Code.
fi. This agreement shall be binding on the owner, their heirs and assignees. This document shall be recorded by the
register of deeds in a manner which allows its existence to be determined by reference to the property where the
privy is installed.
Prmte wrier s Name s
4 �'� • e lev Subscribed and sworn to before me on this date:
to D O
wrier s ature:
Notary Public
. a My irommis3ion expires on:
.�
NOTE: This document was drafted by the State Department of Industry, Labor and Human Relations,
Bureau of Building Water Systems.
t
1
VOL 14 ,
83PAG 616759
KATHLEEN H. WALSH
REGISTER OF DEEDS
Document Number Document Title ST. CROIX CO. WI
fir; uy 2ns� I la�i O n 1=}- 5 r �em�n �-- RECEIVED FOR RECORD
01 -10 -2000 1:15 PM
AGREEMENT
EXEMPT R
CERT COPY FEE:
COPY FEE: 3.00
TRANSFER FEE:
RECORDING FEE: 12.00
PAGES: 2
Recording Area
N e and Return Address
G1/ 0VN c 1q� '
Nf -7 53 /06.p�3's
f 2t`v � �'� /�s L✓ 1 s�Yo �Z
Oct
Parcel Identification Number (PIN)
I
This information must be completed by'submitter. document title. name &return address, and PIN (if required). Other information such as the
granting clauses, legal description, etc. may be placed on this first page of the document or may be placed on additional pages of the document.
Note: Use of this cover page adds one page to your document and $2.00 to the recording fee Wisconsin Statutes, 59.43(2m) WRDA 10/99
215 -32 (2/99)
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer r C
Mailing Address
Property Addr�
(Verification required from PlawWng Department for new construction)
City /State t__ - t L Parcel Identification Number
LEGAL DESCRIPTION
Property Location 7�5 ' /4, V ' /4, Sec. , T_ , -R W, Town of (0VA116(eiN41le
Subdivision , Lot #
Certified Survey Map # yy , Volume _ Page # X6 /0
Warranty Deed # �� 4 7 V Volume � 7 , Page #
Spec house O yes `( no Lot: lines identifiable Dyes O no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewater disposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiration date.
NA OF ICANT DATE / 0� J
DA',. E
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
46 NATUM OF APPLICANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.******
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey :nap if reference is made in the warranty deed
r
6 1 07 1 O
DOCUMENT NO. LAND CONTRACT KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
CONTRACT, by and between Donald P. Jackelen and Theresa M. 09 21-1999 7:a0 HA
Jackelen, husband and wife as survivorship marital property ("Vendor ", LAND CONTRACT
whether one or more) and Aaron Clay, a single person ( "Purchaser ", EXEMPT N
whether one or more). Vendor sells and agrees to convey to Purchaser, CERT COPY FEE:
upon the prompt and full performance of this contract by Purchaser, the COPY FEE:
following property, together with the rents, profits, fixtures and TRANSFER FEE: 190.00
other appurtenant interests (all called the "Property "), in St. Croix RECORDING FEE: 14.00
County, State of Wisconsin: PAGES: 3
Outlot 1 of Certified Survey Map recorded in Volume 9 of Certified
Survey Maps, Page 2610, as Doc. No. 498244, being part of the SE 1/4 of
the NE 1/4 of Section 33, Township 28 North, Range 18 West, Town of
Kinnickinnic.
. . . . . . . . . . . . . . . . . . . . . .
NAME AND RETURN ADDRESS
Joseph D. Boles
Rodli, Beskar, Boles & Krueger, S.C.
P. 0. Box 138
River Falls, WI 54022 -0138
022 - 1095 -80 -140
Parcel Identification Number (PIN)
This is not homestead property.
Purchaser agrees to purchase the Property and to pay to Vendor at such place as they reasonably direct the sum of
$60,000.00 in the following manner: (a) $40,000.00 at the execution of this Contract; and (b) the balance of $20,000.00
until paid in full, as follows: The full balance of $20,000.00 shall be paid in full five years from the date of this
contract, or by September 15, 2004. There shall be no interest charged on this contract.
Provided, however, the entire outstanding balance shall be paid in full on or before the 15th day of September, 2004
(the maturity date).
Following any default in payment, interest shall accrue at the rate of 10V per annum on the entire amount in default
(which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal
balance).
Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. 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
unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as
unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as
first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of
insurance or condemnation, the condemned premises being thereafter excluded herefrom.
Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for
examination except: No Exceptions.
Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall
be retained by Vendor until the full purchase price is paid.
1457n R9
P:.rchase_ shall be entitled to take possession of the Property on the date of 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 shall keep the improvements on the Property insured against loss or damage occasioned by fire, extended
coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by
Vendor, in the sum of the full insurable value, but Vendor shall not require coverage in an amount more than the
balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the
standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all
policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to
insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be
applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be
economically feasible.
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 conditions
shall be fully 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: easements, restrictions and rights of
way of record, if any.
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 30 days following the specified due date or (b) in the a -ent of a default in
performance of any other obligation of Purchaser which continues for a period of 30 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 forfeited 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 performance
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 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 shall make all payments when due under any mortgage outstanding against the Property on the date of this
Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes
timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to the
Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this
Contract.
Vendor may waive any default without waiving any other subsequent or prior default of Purchaser.
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.)
Pztod this `" day of Se to 99. Vol. 1 4 5 7 PnJr 610
(SEAL) (SEAL)
Donald Jackelen, end A on C1 y, r s
(SEAL) (SEAL)
Theresa M. Jackelen, Vendo
AUTHENTICATION ACKNOWLEDGMENT
I
Signatures of Donald P. Jackelen, Theresa M. STATE OF WISCONSIN )
) ss.
Jackelen and Aaron Clay COUNTY )
authenticated this 15 day of September, 1999. Personally came before me this day of
, 19 the above named
to me known to be the person(s) who executed the
foregoing instrument and acknowledge the same.
* Joseph D. Boles
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by 570G.06, Wis. Stats.)
THIS INSTRUJUM WAS DRIFTED BY: Notary Public County, Wis.
Rodli, Beskar, Boles & Krueger, S.C. My commission is permanent. (If not, expiration date:
River Falls, WI 54022 , 19 )
1
FILED B
498244 APR 3 01993+p-
JAMES O'CONNELI
Rlpniel of peedl
CF7RIFIm SLFIVEY MAP
EUMM AP43 MAAIELL EFEFmm
?art of the W 1/4 of �Fe NW 1/4 and ^_no SW 1/4 of the NW 1/4 of Section 34 and the
W 1/4 of the Nr 1/4 anti the Sr 1/ or the N` 114 of Sacr,1_on 33, T °8 N, M 1,3 W, Town
OF Klnnicki^In1c, pt. Crow County, Wisconeln, bping pert of Lot 2 of that certifled
survoy map record d in V!' 9, 1`00e 2467 OF 9t, %,• Crclr County Certified Survey
_ I >`
Maps. s/J•.f.p,..f i y �
lyl ! Iflr. s o••+w.r r • r . �°; y H' /'/ ; irdtceteo l" Iron pipe
l , Fond.
b �? I , _LO r 3 - -- ° ; I ► b 0 I -d lcetea l" K 74" iron Plpo
V I ii I ! J!J Acwf! ` "� I a Wel.p:np 1.13 1b9. /11r. Ft. -
1Nlw[, I /ee sL Fr m�, set.
6 ul I I r,. r / ' ► s +I- tIndiceteo Fence.
r .
013 I . ♦, r, rr 'rB .� •r Jr "no Ind1c L• 'a p(`g recorder!
J �, , \ Nolf <4!U r• Ip, r,rI q (/ 760 LAh•6
to • I trrrvc °j `r + • data,
O 4 pw /Yf W4, I y ---� Ow( LL+N6 I H/!• it a ;V 701Jr'
wFLL Js'w ? �
FI Ipl ► Ni -1: pr: , „ •' f7! 75 N LlF f / /.,!r
: C f 1 0� w lr.J vw •/. sectA; ,, V0 L_9 PA6„L_T46d
b CI MW o IF�35• 1
li
L 4
14 0
o m' m m
C QI � lhl fif. ilr ff Fr. ,��.' b mm � � �..✓...• •• �.
m Q /
kil � ! � tye o ti' P� � ( U RE s i
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m I a.•• ro°• j I ,� �• m m e .0 6j r �' N, R PALLSyr W r
i •
IN
LAND 9J
I ;i srB•v/V rr•ro J t/ .IIeU1e
—
_,i - -y. �, C .Lr•enna W. MLmpi
, Flm istered Land Surveyor
.r +cNwAr $1r/A' t, ±- Catod: 3- 15_1993
I • o I �" :INr c ' nevi =nd: 4- 29-1993
o '
o'
1 I This lnatrument drafted
m
by LAIu rvimmG W• Murphy
le DU T L 0 r/ ; 3 Owner's Addr•esni
m t( r w #t Acwes N 57 Emer9on Ve11ey Drive
,�, n' I• ,141,0fo so Ir. ,q' Fllver Folio, WI 540 ?2
• 191 b I +I! Arw r.t J
J't. for V. /
� w /
ALL / wf F, r0 IN[ (/w ///
k I'" o !•l••4, <' L/N£ or ff r. fJ, rt1 N
� I N ' /'` • m A Vwro 109 /r'So "w
lf
!! rcALr l +too'
lo• rho• /oa loo' •op' soo•
r_7 " r l_.f°'1, 4
o — �
•/B.. 's .��L� =.AL ti h f / s.rf `_� �q r+ N
IAI "I
�� �iBN •BN: rB'M' f£AN. J v !AA_rrV0 LANDS 3 i_' p 'rs L{ c —
Vol
•A' 'yS' 4
Certified Survey Marla e f.
St. Croix C•xr'hy, Wi" ^r^' < SHMI 2
.
4
i
Wffz Zm gjr&Y MAP
MJEOE NO MARIEIL 94EFISM
Part of the NW 114 OF the NW 114 end the SW 114 of the NW 114 of Section ?4 and the
N` 1/4 of tim NE 1/� and zl+q SE 114 of the t•E 1/4 of Section 33, T 28 N R 18 W, Town
OF Kihnicxlmic, St. Croix County, Wisconsin, being Part of Lot 3 or that oarti Fled
survey map r■corrisd in vcl. 9, Page 2463 of St. Croix County Certified survey Maps,
Ooscriptlon:
That certain parcel or land located in the NW 1/4 of the NW 1/4 and the SW 114 of the
NW 1/4 uF %action 34 and the NE 114 of the I 1/4 and the BE 114 OF the NE 114 of
Section 33, T 28 N R 18 W, Town OF Kimickinnic, St. Croix County, Wisconsin, being
Part of Lot 2 of that certified survey map r000rded in Vol. 9, wage 2403 of St. Croix
County Certiflocl Survey Mope, more Fully described as follows; Commencing at the
East 114 corner or said Section 33, thence 9 89 "W (aeoumed bearing on the
East /West 1;4 lima of said Section 33) a distance of 318.89' to the POINT OF
60INNINO, o.` the Parosl to ba herein described; them=e cont S 89 "W 405,14'
on said line; thence N 01 ?1 "E 6,$1' (rscorded as N 00 00 "E); thence —_ -"
N %1 "E 1115.813' (recerned as N 49 20 "E); thence N 01 "E 972.89' (recorded
me N 00 "E); thence S 82 "H 371.44' (recorded as c 8x "E) on the South
line of Lot i of tr•.et nrrtiflnd survey mpg recorded in Vol. 5, Page 1278 of St. Croix
County Certiried Survey Mape; thence S 1S il'20 "W 126. i8' (raccrded as 8 14 "W)
-. on the Wuat line or Lot 1 of that Certified survsy mop retarded in Vol. 4, Page 1021
of 96. Croix County CertlFie<i 9urvay Mope; thence S 73 ?'28 "E 272,60 (recorded as
5 7S 40 "E) on the Scutt line of Lot 1 of that aertified s�x-vey map regarded in
Vol, 4, Peg c 1C21 or St. Croix Cou Ly CartiFled Su-vny Mopg; thence S Ol 19
192.841; thence N 89 c on the North Iine or Chu SW 1/4 of the NW .114
of said Section 7A; tissnce S 3? 3x'09 "W 715.40' (recorded as S 3 ? ?8'54 "W); thence
S 14 47' "W 709.16 to Ohm =LINT CF 8COINNIN3, containing 21,844 mores, being subject
to eaeemohts of record, .
Oatedi March 15, 1992
Revised; April 29, 1993
Each parcel shown m this map is subject to Statc anc County laws, rules and
regulations fl. .a., , ,atlandz, minimum lot size, accao3 to parcel, ate.) Before
pureheal ^S or detreleping any parcel contact the St. Croix County %thing Office for
advice.
Stele of Wincorsir!
County or m erce
I, Leuren W. Murphy, Rs:liotcred Land Surveyor, do hereby certify that by direction
of the Ownara, Eugene and Mariell Emersor, I hev= surveyed end divided the lands
shown herein in saeordanee, wit', of`ioial records, Chapter 236.34 of the Wisconsin
Statutes end the 0•dinancas of ,t. Croix County; and that thin mop and description
ere a truo and correct rop- enantnticn therso!'. ,, , 1 wlNllp,�
This inatr;mvint draFted tty Laurence W. Murphy
l " WI9C. AT
n ,
LAN
Laurence W. Murphy
w gimtera= Land Surveyor
Toll 9 'Aso. 2610 _ ..
Citified Survey Map -
3t. O^oix Ooutty, W moohair SHMT 2 OF 2
}y t"
�D
� 1
FILED a
APR 3 019930
498244 JAMES O'CONNELL 9
Register of Deeds
CERTIFIED SLFWEY MAP
ELUDE AND MARI ENEHSM �
Part of the NW 1/4 of the NW 1/4 and the SW 1/4 of the NW 1/4 of Section 34 and the
NE 1/4 of the NE 1/4 and the SE 1/4 of the NE 114 of Section 33, T ?8 N, R ld W, Town
of Kinnickinnic, pt. Croix County, Wisconsin, being part of Lot 2 of that certified
survey map record d in Vol. 9, Page 2463 of St. Nv Croix County Certified Survey
I i � '
O
Maps SB2.46'07 I � fp � W
R I 4 • 371.44, i o (�� '^ • Indicates 1" iron pipe
w 6 6 . S8 36 ' 22 'E1 m ti h Q found.
I I .
h � L 0 T 3 ,�D ; I i b O Indicates 1" x 24 iron pipe
weighing 1.13 lbs. /lin. ft.
V �I 3.333 ACRES y Q Ov/ I 2 set.
hl N� 241, 896 so. Fr.
x - -Indicates fence.
3•a ?' a ° ' ''R() Indicates revious
p1
.�I >i ' m �J • 4 2a " - e 2 j ° y3s• a �/NPL A T T ED L recorded
W ^ POLE SHED O 'O4 „ 2.�p. data.
I 0 SEPTIC F/
: h I I h
0 DRIV j WAY / DWELLING IV 89. 16'51 "E 221.12'
a WI o I ® WELL 74.1
3 , 74 541 ha LOT 2, C_S. M.
Q q •Z N LINE SW //4
NW 114 SEC.34 � s VOL_9, PAGE 2 463'
� —
�I I M
LOT 4
-�— •• co
W ►. Z o a �� a 6 `�N _ a�S NSA •
I OI p 8,348 ACRES ' V-
Q �• p 9' P �
O v N 363,632 So. Fr. �1\ 4 h 0 �! `� !+l •••• •.• 1 1
• " • •
;k I l x i 9. p f LAURE = S
J t4 ` h �P ti v ` M W Y= k=
2 66' I 0 0 9 Q i S r
J h o � N R FALLS..
/ '' •' 379.20 „,'• � • rt. A i �,
a`. V / S 88 . 06' 31 "W J/
urence W. Murphy
I c Registered Land Surveyor
HIGHWAY SEr8Ac W Dated: ? -15 -1993
0
o LINE � Revised: 4 -29 -1993
This instrument drafted
z I 4 4 W b Laurence W. Murphy
OUT l o Q y Y
2 e Owner's Address:
m g 7. 942 ACRES Q o o e `11 57 Emerson Valley Drive
a
345, SO. Fr. River Falls, WI 54022
v, 7. 185 ACRES
;12, 98/ SO. FT. Q 2 0 ALL BEARINGS REF. TO rH£ £/W 114
LINE OF SEC. 33, T28N, RISW,
ty h ASSUMED S 89. 58 '58 "W
1 v
0 I 4 Q
b • -- - - P
2 m O �• h SCALE /” s 200'
a O I O ° j '� 00 a 0 50 200' 300' 400' 500'
v IZ M a M y
3 I N89 "E 424.50'
66
4564.83' b� r N 3/8.89 r y ••��••,,
v� S89. " W 5288.86 -w v'
E /W. 114 LINE
. AN, R /IS.
UNPL A TTE LANDS # �r�ow U R SQION.1O
d o n �
0
Vol. 9 Page 2610 & d ,. t rn
Certified Survey Maps
St. Croix County, Wisconczi.n SFt�if I f�2