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Parcel #: 032 - 2022 -20 -350 09/30/2004 03:56 PM
PAGE 1 OF 1
Alt. Parcel M 032 - TOWN OF SOMERSET
Current [X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): " = Current Owner
" QUENZER, CAROLYN E
CAROLYN E QUENZER
1796 38TH ST h �
SOMERSET WI 54025
Districts: SC = School SP = Special Property Address(es): ' - ry
Type Dist # Description ' 1796 38TH ST
SC 5432 SCH D OF SOMERSET
SP 1700 WITC
Legal Description: Acres: 3.120 Plat: 0628 -CSM 12/3400 W4/ 4 y
SEC 6 T30N R19W NW NE -NE NE BEING LOT 1 Block/Condo Bldg: LOT 1 -'e-
CSM 12/3400 EXC AS DESC 1832/234 (ROAD)
Tract(s); (Sec- Twn -Rng 401/4 1601/4)
06- 30N -19W
Notes: Parcel History:
Date Doc # Vol /Page Type
07/24/2003 731796 2329/108 WD
07/07/2003 729096 2304/184 EZ -1
02/07/2002 670547 1832/234 WD
07/23/2001 651889 1685/424 WD
2004 SUMMARY Bill #: Fair Market Value: Assessed with:
202,800
Valuations Last Changed: 07/14/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.120 48,600 152,800 201,400 NO
Totals for 2004:
General Property 3.120 48,600 152,800 201,400
Woodland 0.000 0 0
All 3.120 48,600 152,800 201,400
Totals for 2003:
General Property 3.120 48,600 136,500 185,100
Woodland 0.000 0 0
Total 3.120 48,600 136,500 185,100
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
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
1 sanitary Permit No:
INSPECTION REPORT
• 395209
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j.
Permit Holder's Name: City Village x Township Parcel Tax No:
Peterson, Bradley Somerset Township 032 - 2022 -20 -300
CST BM Elev: I Insp. BM Elev: BM Description: it _ I
CCU. (3T)•b T I Z`reve = CS71 rp,M
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
I trD , a
Dosing Alt. BM
oZ• 13
Aeration Bldg. Sewer 3.3
o
Holding St/Ht Inlet r
4. 3d 00. 1(0
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic I Cr 24, 1 Dt Bottom
5osin 9 Header /Man.
Aeration Dist. Pipe S
S-.(. 98-
Holdin Bot. System 4- p Z Lk I
Final Grade 4660 00
PUMP /SIPHON INFORMATION t 3'S� IOO •q(o
Manuf rer Demand St Cover M�$OJ6
GPM �140(T
Model NDNber
TDH Lift ction Loss System Head DH Ft
Force in Length 1 131a. i r
OIL ABSORPTION SYSTEM 15 ntt r
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS ( 3 �P'"k /Z„
SETBACK SYSTEM TO J P/L ll.... BLDG WELL LAKE/STREAM LEACHING Manu ` rer. _� OIn OW
`•
INFORMATION CHAMBER OR hOdJlr
Type Of System: / UNIT Model N ber:
nv , >l� �u
DISTRIBUTION SYSTEM
Header /Ma ' old K Distribution x Hole Si x Hole Spacing Vent to Air Intake
Pipe(s) i
Length •'Dia Length Dia Spacing ~
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 Yes [IC No Yes [W No
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: 'T
Location: 1796 38th Street Somerset, WI 54025 (NE 1/4 NE 114 6 T30N R19W) NA Lot 1 Parcel No: 06.30.19.551D
1.) Alt BM Description = P � silt,
,
2. Bldg sewer length = 31 r
- amount of cover = 1 a
3 ) -&W A- --14 d � -�- GIB:
Plan revision Required? ❑ Yes X No
Us� 67 10r (R 36 7) j � .4 addit jnforrr?atio f� L
F AT j Wa I Date Insepctor's Signature Cart. No.
S -6710 R. 7 S
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162
Nvksconsin Madison, WI 53707 - 7162 Site Address
De artment of Commerce sanitary permit Number
Sanitary Permit Application 3 g s z v y
In accord with Comm 83.21, Wis, Adm. Code, personal info ` .. yo PTb ❑Check if Revision
tna be used for seco ses Privacy La st 1 -'' State Plan I.D. Number
I. Application Information - Please Print Ali Informatio ,'�
Owners Name c Parcel Number
Pent ' QS(C`� , e^A 0 T 2 - Lo z x - 20 - 300
Pro
eo
perty is ddress Property Location
P
71''
,/
City tate Zip Code Pho r N!" t Numbir Block N ber
(9 ` t Subdivision Name CS M Numhsi-
H. Type of Building (check all that apply) ✓ irk {r fprS Doty
1 or 2 Family Dwelling - Number of Bedrooms p 5 4,6 w % ❑Village
❑ Public/Commercial - Describe Use ownship �-
❑ State Owned Nearest Road
M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B U applicable)
A. =ForCounty use i
1 � New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to
System Tank Only Eris ' stem
B. ❑ Check if Sanitary Permit Previously Issued
Permit Number Date Issued
IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use)
44 Non - Pressurized In- Ground 21❑ Mound 47 ❑Sand Filter 50 ❑ Constructed Wetland
22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 510 Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 11 Other
V. D' ersaUl�eatment Area Information: — - ' s
Design Flow (gpd) Dispersal Area Dispersal Area Soil Applicaaon Percolation Rau System Elevation Final Grade
Required Proposed Rate(Gals./ Days /Sq.Ft.) (Min./Inch) Elevation
-
. Tank Info Capacity in Total Number Manufacturer Prefab Siu Steel Fiber Plastic
Gallons Gallons of Tanks Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Holding Tank
Dosing Chamber
VII. Responsibility Statement- I, the undersign , assume responsibility for installation of the POWTS shown on the attached plans.
V Plb, , *e-r'N e (Print) Plutm is S' MP/MPRS Number Business Phone Number
PI is Address (Street, City )Sta Zip Code)
VIII. County /De artment Use O nly —
Sanitary Approved C3 Disapproved Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps)
Surcharge Fee)
C1 Owner Given Initial Adverse �� Ov 1�..
Determination V
X . Conditions of App for Disapproval / g
y � � p T t /�tli 'lp L9a ms�� / /Gt aK�F �J�/ (/6Ge Qe r �/►�QKk C�Gtror�5 ✓C CO/rtGrtvacA+l
Attach eomptete plant (to the County only) for the system on paper not less than 31R a 11 Inches In size
SBD -6398 (R. 05/01)
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Wisconsin Dep artment of Commerce SOIL EVALUATION REPORT Page
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County r�-
Attach complete site plan on paper not less than 8 1/2 x 11 Inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all Information. Re ad b Date
Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Proned
Ow n �j e �'.' f Q * Govt. Lo L Y'6 1/4 V2514 S �j T o N R
Pro . PertY Owner's Mailing Address Lot # Block # Subd. Name or CSM#
S i 'C-1, S co //,, 6,1,e AW / I N
City State Zip Code Phone Number ❑ City ❑ Village GTown Nearest Road
(� New Construction Use: Residential / Number of bedrooms _ L— Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe: '
Parent material S��r u M 7e /�� c r Flood Plain elevation if II'J�' '� ft•
General comments I r rzo�r- �t lC+s SE'S �^? ��• y7 y
and recommendations. /
C A `
Boring # ❑Boring
® pit Ground surface elev. �` ft. Depth to limiting fact
it Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consis e 9 GPD/fF
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I `Eff#2
2 - 0 7� i kk 5L 2 Mjk r y w ) / - 7
3 YY 1 Y-" X ZS 4; At dter- �- >'-7 • 7 1-2
y 8 - 77 - SrII � AA /l lSd6r O,J 9 - 7 1.2
S // - /DYE V m1016- bs — , - 7 1.2
' 2 "f
2 Boring # E] Boring / D
® Pit Ground surface elev. v ft. Depth to limiting facto ;" I in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 'Eff#2
7- 7} ye i A'A S-6 2n1611 tfp-
3 2y - IVA dlC C w / v F- ✓/2
` Effluent #1 = BOD > 30 5 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS 5 30 mg/L
CST Name (Please Print) Sign CST Number
Pie I ' POLI ►c i/ 2 Y
Address Date Evaluation Conducted Telephone Number
3 `jam /�2 aLj e SDn, -��s�r G' - 7 - 2 - 7 - 01 / TS'7- 3Zo3
Loy �
Property Owner �/ @� l e z � r ID # � Page of
1-71 Boring # ❑ Boring
® Pit Ground surface elev. /vs+ ft. Depth to limiting factor / j '/ Z in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2
6 -z 9 7�j�t / V* SG Z
q - 'K7 ZS 7 - 1 -2 ✓
97- X 7 srr .rL Z mJit �� c 4- -- , S" . 9
. drop iz � SyR 'f6 /Lk f. pS G • 7 1. 2 , l
F(/-1 Boring # ❑ Boring �/ G
ng `,f
® Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 - E / ff#2
jz- c
❑ pp
Boring # Boring
Pit Ground surface elev. ` �' y ft. Depth to limiting factor > y in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 `Eff / #2
. 2 �, /lrX
70 / 7.s"yR ),6�'
Effluent #1 = BOD > 30 _S 220 mg/L and TSS >30 150 mgA- ' Effluent #2 = BOD, _< 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608 -264 -8777.
SBD4330 (8.6W „
. _el Page 3 of 3
O N =me _.e,,:fG•,z Brian Parnell
Address 1 ? 7S?- 77 -S�- CST 231314
C 0 #.& G,0, V_ /U Date - 7- Z7— 0
AL Benchmark I -roe /i 1'2,9,e ,/ � �
Benchmark 2 I-A? �-e -2o 7z- /6- ❑ TO j;,,- ? 7,c? ra rc<
Soil Boring
I- J Suitable Area
1 40' Scale
z, e7I
- - - ----------
C- to 0
7
0
16
4
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Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
' COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference po pe, scale or PARCEL I.D. #
jM (l3M), direc�tion,.and % of slo
dimensioned, north arrow, and location and anae to nearesYroad" Z • ZOZZ- O - /C�a
APPLICANT INFORMATION - PLEAS �INT ALUIWNFOR�M,�1T] N REVIEWED BY DATE
,,
PROPERTY OWNER: ' 2,/ PROPERTY LOCATION
Dennis Fleischauer
( - . 1 n r T 1) 1. 1lQQ7
GOVT. LOT NE 1/4 NE 1 /4,S 6 T 30 N,R 19 f.(or) W
PROPERTY OWNERS MAILING ADDRESS to ° LOT # BLOCK # SUBD. NAME OR CSM #
6659 Stillwater Blvd. STCROIx 1 na na
CITY, STATE ZIP C P WKE ❑CITY [ [MOWN NEAREST ROAD
Oakdale, MN. 55128 = 04 -9 Somerset 38th. ST.
[� New Construction Use [X ] Residential / f s 4 [ ) Addition to existing building
[ ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .4 bed, gpd /ft .5 trench, gpd /ft
Absorption area required 1500 bed, ft 1200 trench, ft Maximum design loading rate •4 bed, gpd /ft .5 trench, gpd /ft
Recommended infiltration surface elevation(s) 95.00 It (as referred to site plan benchmark)
Additional design / site considerations na
Parent material stream terrace Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ® S El ❑ S ®U ®S ❑ U ❑ S ®U ❑ S ®U I ❑ S ® U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0 -60 7.5yr4/4 none sl 2mgr mvfr gw if .5 .6
................. 2 60 -67 10yr4 /4 none lfs M na gw na .3 .4
Ground 3 67 -84 7.5yr4/6 none ms Osg ml na na .7 .8
elev.
9
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0 -20 7.5yr5/4 none fs Osg mvfr gw if .5 .6
2 2 20 -33 7.5yr4/4 none lfs lcsbk mvfr gw na .4 .5
3 33 -80 7.5yr4/6 none ms osg ml na na .7 .8
Ground
lev.
9 e $ . OO ft.
Depth to
limiting
factor
+80"
Remarks:
CST Name: -- Please Print . Gary L. Steel Phone: 715 -246 -6200
Address: 1554 200th. Ave. New Richmond WI 54017
Signature: Date: 10 -7 -97 CST Number: m02298
PROPERTY OWNER DennisFleischauer SOIL DESCRIPTION REPORT Page 2 3�
g _ of
PARCEL I.D. # 03 Z ' ZO2z
Depth Dominant Color Mottles Structure GPD /ft `
Boring # Horizon Texture Consistence Bouxfary Roots
r .:
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
:; :::
>:: 1 0 -22 7.5yr4/6 none ms Osg mvfr gw if .7 .8
�:: '`` 2 22 -31 7.5yr4/4 none vfs M na gw na .4 .5
Ground 3 31 -82 7.5yr4/6 none fs Osg mvfr na na .5 .6
elev.
9 8.3 ft.
Depth to
limiting
factor
+82
Remarks:
Boring # 1 0 -17 7.5yr4/4 none scl 2msbk mfr if
y gw .4 1.5
2 17 -26 7.5 r5 4 none vfs M na 9w na .4 .5
3 26 -80 7.5yr4/4 none sl lcsbk mvfr gw na .4.5
Ground
elev. 4 80 -86 7.5yr5/4 wet sil M na gw na np np
9 8.6 ft.
5 86 -96 7.5yr4/6 none co s Osg ml na na .7 .8
Depth to
limiting
factor
80"
Remarks:
Boring #
1 0 -14 10yr4 /4 none sicl 2msbk mfr gw if .4 .5
5 2 14 -35 7.5yr4/4 none scl 2mgr mfr gw na .4 .5
3 35 -80 7.5yr4/4 none lvfs M na na na .4 !.5
Ground
elev.
9 8.9 ft.
Depth to
limiting
factor
+80
` Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Dennis Fleischaurer 1 200th Ave.
CSTM2298 NE 4NE a S6- T30N -R19W New Richmond, WI 54017
MPRSW 3254 town of Somerset (715) 246 -6200
lot #1 -csm
N
1 =40'
BM.= top of tel. ped. @ el. 100
Alt. BM.= top of SW lot stake @ el. 86.30
't9
o 1A 6
� f 2
I�
11
5� Z' �y
C�
Gary L. Steel
10 -7 -97
I
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number
Number of Bedrooms
Design Flow - Peak (gpd)
Estimated Flow - Average (gpd)
Septic Tank Capacity (gal)
Soil Absorption Component Size (ft S`'
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd)
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tank
I
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
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
r
M
Management Plan for a Septic Tank and Soil Absorption Component
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 scum and sludge 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 an 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.
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 the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
Y z , 4) 4 /
3
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
r� OWNERSHIP CERTIFICATION FORM
OwnerBuyer
Mailing Address 9'3 SZ - 7/
/7
Address
Property �� 38�-�' 5't.
(Verification required from Planning Department for new construction)
City /State Parcel Identification Number 687//Iz
LE GAL DESCRIPTION
Property Location NS_ ' /,, N� Y4, Sec. to , T 3,D N -R !9' W, Town of So ft
Subdivision , Lot # .�.
Certified Survey Map # f' of -L , Volume 1 �- , Page # 3 y
Warranty Decd # to 1888 , Volume (
8 ,Page #
Spec house O yes O no Lot lines identifiable O yes 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, 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 of the three year expiration date.
- �.�.._ / 30
SIGNATURE OF 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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office,
SIGNATURE F APPLICANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * *s *ss
*• 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
1685PA 424
KATHLEEN H. WALSH
STATE BAR OF WISCONSIN FORM I - 1999 REGISTER OF DEEDS
Document Number
WARRANTY DEED ST. CROIX CO., WI
RECEIVED FOR RECORD
This Deed, made between Diamond "D" Farms, Inc., a Wisconsin 07 - 23 - 2001 11.15 AN
Corporation
WARRANTY DEED
EXEMPT Y
C COPY FEE:
Grantor, and Bradley N. Peterson COPY FEE:
TRANSFER FEE: 111.00
RECORDING FEE: 10.00
PAGES: 1
Grantee.
Grantor, for a valuable consideration, conveys to Grantee the
following described real estate in St. Croix County,
State of Wisconsin (if more space is needed, please attach addendum):
Recording Area
Name and Return Addre 'tAND TITLE, INC.
Lot 1, C.S.M. Volume IZ, Page 3404, Document Number 570860, St, Croix SUITE 200
County, Wisconsin. 1900 SILVER LAKE ROAD
NEW BRIG TO , MN 5112
FILE NO.
032- 2022 - 20-300
Parcel Identification Number (PIN)
Together with all appurtenant rights, title and interests. This is n ot homestead property.
(W (is not)
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except
easements, restrictions and right -of -way of record, if any.
Dated this lb day of July 2001
Diamond "D" Farms, Inc. ?
* by Grant Fleischauer
its
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) _ STATE OF MINNESOTA )
) ss.
� G�r�SFtt County )
authenticated this _day of. Personally came before me this I /�' day of
July 2001 the above named
Diamorid "D" Farms, Inc., by Grant
Fleischauer, its Pr ems' Fr,
,r.
TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the persons ho executed the foregoing
(if n ot, instruction nd a .knowled d tl same.
authorized by § 706.06, Wis. Stars.) _
THIS INSTRUMENT WAS DRAFTED BY ,
Estreen b Oyla Not t 1144 LIC -MINN 80TH
Hudson, My ggi0a�rde.yrgwrraaatit state expiration ate:
(Signatures may be authenticated or acknowledged. Both are not necessary.) • • )
* Names of persons signing in any capacity must be typed or printed below their signature. Intomviian Protessio"ais Compa"y. Fund d, Lac. wi
eoo sss -zort
WARRANTY DEED STATE BAR OF WISCONSIN
FORM No. I - 1999
VJ • '
n
570860
FILED z
JAN 0 7 1998 a CERTIFIED SURVEY MAP °
N WT
xAtHI.4EN H. wALS}i
Rcalsfer coeds LOCATED IN PART OF THE NE1 /4 OF THE NE1 /4 AND
st. Croix Ca, m g AND P ART OF THE NW 1 4 OF
/ THE NE1 /4 of SECTION p ° N
T30N, R19W, TOWN OF SOMERSET, ST. CROIX COUNTY
o WISCONSIN. ' Wwz
ICE
w
W:
SCALE IN FEET Q °
�7■ ¢ A
100 o z
0 100 �20�0
J�
Q ~
y
NE CORNER OF
WISCONSIN' CENTRAL RAILROAD � SECTION 6
N89'53'19 "W 400.00' FENCE IS 2.5' +/-
'C - FR OM ! OT_CgRNE � q
FENCE IS 2.5' + / -' at7 N89'5i349 "W m In
FROM LOT CORNER r " � o NOO'06'41 "E 257.45' N89'53'19'W
66.00 221.45' / 113325'
N
LOT 3 3 6.00
,N 05 o S6b s al ha ,`►J /,
+n 9 99, P ti
r u 6 04 99, 3 3 p \ ,•'
LOT 2
N In
col
�, Vii' �.� � • • `� o � ,
184 Z N
.tb 44� 9 SS6 29 01 �4 �
v N ti
LOT 1 `§% Qom' Z
APPROVED
.• s b� J� y
7
S87'5 0',56"E R E 5i0 .54
. ` '
0 36
PARCEL .ilk
Ccmprah,:n4:tir Pl.nr 4 CORNER OF
ommgj am; CTION 6
UN �QA FD + ^ �� PBAcS CotiuniCt�a
4,L�,�l� if not mcordnd LOT MMAS
with 30 Uays of
epp *oval date AREA LOT I
LEGEND approval shall be
3.1
rluif and Old ACRES INC. R/W
PAM
137,369 SQ. FT.
DIAMOND 'D' FARMS ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 3,000 ACRES EXC, R/W
DENNIS FLEISCHAUER 130,700 SQ, FT.
6659 STILLWATER BLVD 1' IRON PIPE FOUND „
❑AK7)ALE, MN 55128 c V X 24, IRON PIPE *&W. WEIGHING AREA LOT 2
1.68 LBS. PER LINEAR FOOT 3.181 ACRES INC. R/W
100' ROADWAY SETBACK LINE 138,577 SO. FT,
EXISTING DRIVE 3.000 ACRES EXC. R/W
130,701 SO. FT.
EXISTING FENCELINE
AREA LOT 3
3,238 ACRES INC. R/W
141,030 SO. FT,
THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON 409 N0. 97 -139 3, ACRES EXC.
130,704 SQ. FT. .
VOLUME 12 PAGE 3400
{ 1
Douglas J. tablet R e g i ste r ed
certify that cion of Wisconsin Land Suzveyor, hereby
by the direction of Diamond "D" Farms, Inc., I have
$un"eye'd, divided and ma
Of the NW1 /4 of the NE in T3 0N, R19iP, N part Town SamerseC, St. Croix County, iisconsin; described as fellows:
Commencing at the NE corner of said Section 6; thence S01024 -03 "W,
a-l the east.line of the N$1 /4 of said section, 35.04 feet; thence
98 9 0 53 1 19 "W, along the southerly line of the Wisconsin Central
Railroad, 1133.35 feet to the Do nt of
N89053119" erl�► l in e , 25 W, along said S ou th 5 feet; COUtinuing
900 06 41 $, along said southerly line, 66.00 feet; thence N89 "W,
along said southerly line, 400.00 feet; thence S12 *26 "W, 363.83
feet; thence S 0 19 1 40 "S, 556.29 feet to the centerliue of the town
road (38th Street); thence S23 "W, along said centerline, 66.00
feet; thence 19 66 ° 19 1 40 "W, 474.97 feet; thence S "W, .382.84 feet
to the northerly line of that land parcel recorded and described in
Volume 889, page 192 at the St. Croix County Register of Deeds office;
thence S87 "B, along said northerly line, 510.54 feet to said
centerline of the town road (38th Street);
said centerline, 820.39 feet to the thence NZ3 "B, along
described D03 of becyi n i,ng . Ab
parcel contains 9.573 acres or 416,976 Sq. Ft. and is subject
to right -of -way for the town, road (38th Street) and all easements,
restrictions and covenants of record.
I also certify that this Certified Survey Map is a correctly
dimensioned representation to scale of the exterior boundary eyed
and described; that I have full c Sof
y C with the provisions Of
Chapter 236.34 of the Wiscons Statutes and the Land Subdivisi
Ordimance of the County of St.
surveying and mapping same. Croix and the Town of Somerset in
Douglas J. zahl.er y DOUGUISJ.
sNtLa�na rand surveyor * 1 45
212 Walnut .St . t HU g��'
Hudson, WI 54016
I
Each parcel shown on this ma
Township ],awe, rules and F (Plat) is subject to State, County and
regulations (i.e., wetlands, minim= lot size,
access to parcel, etc.). Before Purchasing' developing any parcel
contact the St. Croix County zoning office and appropriate Town Board
for advice.
VULUME 1T PAGE 3400