HomeMy WebLinkAbout038-1075-90-300 ,in Department of Commerce PRIVATE SEWAGE SYSTEM county. St. Croix
and Building Division
INSPECTION REPORT Sanitary Permit No:
506299 0
ENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
ersonal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Dulon, Bradley Star Prairie, Town of 038 - 1075 -90 -300
CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No:
6 . 6 s� • 18.31.18.310E30
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic 0 v4 Benc
/ /vs oU • b
Dosing ' 7 Alt. BM
Aeration Bl Se wer q0 !
i13,
Holding SUHt Inl et Q -
TANK SETBACK INFORMATION suHi ou t��
TANK TO P/L WELL B VenttoAirintake ROAD Dtlnlet
Septic f /� / +� Dt Bottom L
Dosing — Header /Ma n,
Aeration Dist. 7� /01 7
Holding Bot. System
.3� /0 1 lS
/ o-3
't/
PUMP /SIPHON INFORMATION Final Grade
Manufacturer Demand St er i
GPM 3 X P
Model Number
6 0/ /nS' •S S• S /00� U
TDH Lift Friction o System Head TDH Ft
5 • , (0. � /2.28 ( -I-
Forcemain Len +/ — Dia, y Dist. to Well /� of I k A .4
SOIL ABSORPTION SYSTEM ,,sy! �
BEDITRENCH Width 1 Len No. Of Trenche PIT DIMENSION No. f Pits Inside Dia. Liquid Depth
DIMENSIONS e,� �I Q
SETBACK SYSTEM TO G Pl i BLDG WELL � LAKE /STREAM HING Manufacturer.
INFORMATION CHAMB R
Type Of .� UNIT odeI Number: 12O
DISTRIBU SYSTEM t�'L 6- �•
Hee anifold DistributionQQ ' T
ole Size � / x Hole Spacing Vent to Air Intake
ad
z 2� Pip
•u'� Spacing Z• �Qn C' /ZS�
Length_! _Dia 11- ength Dia S acin
SOIL COVER x Pressure Systems Only x 1 Or At - Grade S /V (1T
Depth Over Depth Over xx Depth of Seeded /Sodded Mulched
Bed /Trench Center Bed /Trench Edges Topsoil Ye J No Yes No
COMMEN (include code discrepencies persons present, etc.) Inspection 1: 112-10 Inspection #2: 1_2/0
Location: (J.�W220th Ave Somerset, WI 54025 (NW 1/4 NE 1/4 18 T31N R18W) A Lot 3 Parcel No: 18.31 18.31 OE 0
�°p k) k'6i— 6f — -pl fc o �
1.) Alt BM Description = � V /.
2.) Bldg sewer length= �6 > YZ at
- amount of cover = /
Plan revision Required? ]Yes o
(J n (f�
Use other side for additional information. ` %i� -�X1� _t. i_/
SBD -6710 (R.3/97) Date Insepctor's Si ature Cert. No.
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 St. Croix
,�
A ���,� Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.)
Dep artment of Commerce (fig) 266 -3161 t� 2—
Sanitary Permit Application State Plan 1.D. Number
In accord with Comm 83.2 1, Wis. Adm. Code, personal information you prov ddress (if different than mailing address)
may be used for secondary purposes Privacy
I. Application Information — Please Print Ali Information 0 '991 Z& 4,
Property Owner's Name / )\UG Z U Parcel # Loo Block #
Bradley & Roxanne Dulon gRc) o(CQU NTY 038 - 1075 -90 -300 (3) Na
Property Owner's Mailing Address Property Location
3 16
1203 County Rd. V Gov't ltd .NW' /4. Ng- /4. Sutton 18.
City, State Zip Code Phone Number
(oink one)
Hudson, Wl 54016 651 329 -7334 T -31 N, RjX_W
H. Type of Building (check all that apply) 3��0 �-� �1 .,�
X 1 or2FamilyDwe fling NumberofBedrooms j A.}6 l-v�� �o (ao r�S of to Saibdi3tisitu�Dkune CSM um
0 Public/Commercial — Describe Use I 8404 f - 4 Lot 3, CSM Vol. 18, P . 4746
❑ State Owned - Describe Use k D . 75 GV. S OCity OViliage X Township of Star Praiin'e
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A. X New System 0 Replacement System 0 Treatment/Holding Tank Replacement Only 0 Other Modification to Existing System
B. ❑permit Renewal ❑Permit Revision ❑Change of ❑Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
IV. Type of POWTS "in: Check all that appl
0 Non — Pressurized In- Ground X Mound > 24 in. o f suitable soil 0 Mound < 24 in. of suitable soil 0 At -Grade 0 Single Pass Sand Filter
0 Constructed Wetland 0 Pressurized In-Ground 0 Holding Tank 0 Peat Filter 0 Aerobic Treatment Unit 0 Recirculating Sand Filter ! /
0 Recirculating Synthetic Media Filter 0 Leaching Chamber 0 Drip Line 0 Gravel -less Pipe 0 Other (explain)
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Design Soil Application hate (gpdsf) Dispersal Area Requ f) Dispersal Area Proposed ( System Elevation
1 d/sq.ft ASTM C -33 sand , 101.00' @ 12" above
450 gpd 0.4 .ft native soil 45Q sq. ft. 5 450 sq. ft ��� 100.00' contour
VL Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Units Concrete Constructed Glass
NOW Tank
Teaks
Tanks �✓ O d �
Septic or Hokiiag Tank 1,000 1,000 1 W Concrete X
Aerobic Treatment Unit
Dosing Chamber 750 1 750 1 1 1 1 X
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Sign MP/MPRS Number Business Phone Number
William Schumaker a - MP #227990 1 (715) 386 -3121
Plumber's Address (Street, City, State, Zip Code)
1070 Scott Rd., Hudson, Wl 54016
VIII. Coun /De artment Use Onl
3� Approved spproved Sanitary Permit Fee (includes Groundwater lssu Issu' eat S' o S
Surcharge Fee) / �;�
ter Given Reason for ai iG�CJ g z0 d 7
IX, Conditions of Approval/Reasons for Disapproval 3 \ !t ,�� j A, 54-,,(�
SYVEM OWNER: ) ��� t� 5 V
1. Septic tank, effluent fitter and gyp, ti t—�.c w l �'i�t 5 `'`'- �-
dispersal cell must all lie ser0m / maintained n ^ - �
as per management plan provided by plumber. �d 3 �r� S eg f '' d ,rte
2. All setback requirements must be maintained
as per app§sbla code / or*Avim.
IQs a e��� L c A 0, 7:5
Art eb complete plans rte the County only) for the system on paper not leas 0" 8112 z 11 inches in size
SBD -6398 K 01/03)
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Safety and Buildings
commercemi. ov 4003 N KINNEY COULEE RD
g LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
t i c - Department sco n s i n www.commer isco gov/sb/
of Commerce www.wisconsin.gov
Jim Doyle, Governor
Mary P. Burke, Secretary
August 10, 2007
CUST ID No. 227990 ATTN.• POWTS Inspector
WILLIAM C SCHUMAKER ZONING OFFICE
SCHUMAKER PLUMBING ST CROIX COUNTY SPIA
1070 SCOTT RD 1101 CARMICHAEL RD
HUDSON WI 54016 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 08/10/2009 Identification Numbers
Transaction ID No. 1427302
SITE: Site ID No. 728847
Bradley & Roxanne Dulon Please refer to both identification numbers,
H 857 220th Avenue above, in all come ondence with the a enc
Town of Star Prairie
St Croix County
NWl /4, NE 1/4, 518, T3 IN, RI 8W
Lot: 3, Subdivision: CSM No. 1814746
FOR:
Description: Three Bedroom Mound System / New construction
Object Type: POWTS Component Manual Regulated Object ID No.: 1146086
Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s):
Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01)
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,
stats.
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
component manual(s) referenced above.
• 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 area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic
or soil compaction in this area is prohibited.
• Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the effluent
filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval
conditions.
• Comm 83.22(7) - 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.
Note: The mound is located on a concave slope with a deflection of approximately 3 %. This results in a minimal cell P. 0.V' ,T T
extension of 9" that increases the cell length to 90.75'. CC1nd tiona "11
A �
DEPARTMENT OF GQthtd ERj
R Page 2 8/10/2007
WILLIAM C SCHUMAKE g
Owner Responsibilities:
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and
maintenance manual and/or owner's manual for the POWTS described in this approval.
• The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS
occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1).
• 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.
• 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.
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.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation,. operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Gerard M Swim
POWTS Plan Reviewer, Integrated Services
(608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 .
jerry.swim@wisconsin.gov
cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M.
' J�Ci o1 C
��
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Q Residential Application
INDEX AND TITLE PAGE
CO T-
Project Name: Bradley & Roxanne Dulon 3- bedroom residential mound
Owner's Name: Bradley & Roxanne Dulon
Owner's Address: 1203 County Rd. V
Hudson, WI 54016
Site Address: 857 220th Ave.
Legal Description: NW1 /4 NE1 /4, Sec.18, T.31N., R.18W.
Township: Star Prairie
County: St. Croix
Subdivision Name: CSM Vol. 18, P . 4746
Lot Number: 3 Block Number: Na
Parcel I.D. Number: 038 - 1075 -90 -300
Plan Transaction No.:
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curve and specifications
Page 8 Site Plan
Page 9 Attached soil evaluation report
Designer: Bill Schumaker License Number: 227990
Date: 07/25107 Phone Number: (715) 386 -3121
Signature:
Designed Pursuant to the
Mound Comment Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and
Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01)
Ulvl�iurviuf S„ E
Version 5.1 (R. 06 /06)
SEE �SPON�DLE
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(R or C) R Residential or Commercial Design Note: Sand tiff (D) calculations assume a
300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -aitu Soil treatment for fecal
1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <- 36 inches.
450.00 Design Flow (gpd)
11.00 Site Slope ( %)
100.00 Contour Line Elevation (ft)
24.00 Depth to Limiting Factor (in)
0.40 In -situ Soil Application Rate (gpd /fe)
Distribution Cell Information
80.00 Dispersal Cell Length Along Contour (ft) = 5.Q0 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/fl?)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Disrlbution Information network? Enter Y or N
(C or E) C Center or End Manifold
2.50 Lateral Spacing (ft) If N above, enter the elevation ft
4 Number of Laterals of the highest point.
0.123 Orifice Diameter (in)
2.50 Estimated Orifice Spacing (ft) = 6.25 fe /orifice
2.0 orcemain Diameter (in)
ca 40. orcemain Length (ft) Does the foccemain drain back? Y
. 0 Pump Tank Elevation (ft) Enter Y or N
6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal)
7.50 Vertical Lift (ft) 56.42 5x Void Volume (gal)
0.76 Friction Loss (ft) 62.95 Minimum Dose Volume (gal)
0.00 In -line Filter Loss (ft) 29.66 System Demand (gpm)
14.76 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter S
in. dia. _ onions choice i options c GQ
0.75 72 x x
x 50 x
1.25 x x 2.00
X 3.00
2.00 x
3.00 x
GallonsMch Calculator (optional)
Treatment Tank Information 750.36 Total Tank Capacity (gal)
1000.001 Septic Tank Capacity (gal) 1 37.001 Total Working Liquid Depth (in)
Wieser Concrete IManufacturer 1 20.28 gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter I
750.36 Dose Tank Capacity (gal) Pol Lok Filter Manufacti.
20.28 Dose Tank Volume (gal/in) PL -525 Filter Model Nui
Wieser Concrete Manufacturer
Project: Bradley & Roxanne Dulon 3- bedroom residential mound Page 2 of 9
Mound Plan and Cross Section Views
1 l_ _ - Observation Pipe � ' J 7.
I
L
Mound Component Dimensions
A 5.00 ft E l ift in H 1.00 It K A22.75 ft
B 90.00 ft F in 1 12.63 ft L ft
D 12.00 in G J 5.12 ft W It
450.00 (fe) Dispersal Cell Area 1 1586.75 (fe) Basal Area Available
5.00 (gpdtft) Linear Loading Rate 1 9.00 (ft) 1/10 B Qbs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 102.77 (ft) --► �,,
G H
/ F Dispersal Cell 101.50 (ft) Lateral
V (ft)—► Invert
Dispersal Cell
Elevation E D
100.00( ntour Elevation
11.0 % Site Slope Geotextile Fabric Cover
Shading Key $ F. Dispersal Cell See lateral details on
Topsoil Cap Q 1.5 ft • • .• . Page 4 for number, size,
Subsoil Cap e 0 g r� ;~: and spacing of laterals.
ASTM C33 Sand o : fix :�� : - "'' �_ `° F Laterals are equally
=Tilled Layer m 0.5 ft : Typical Caterer ..; spaced from the
C distribution cell's
Q MO Aggregate °„ •° °• ": 5 centerline in the
—A — "'°`* distribution cell (AxS).
Project: Bradley & Roxanne Dulon 3- bedroom residential mound Page 3 of 9
Center Connection Lateral Layout Diagram
Force main connection via tee or cross to mmfold at"point, Laterals are identical
P S
�= Turn -up rWball valve or I4- X—) FFZ12 xf2 +I Laterals & force main of PVC Sch 40
oleanoutplug per COMM Table 84.30 -5
Holes drilled on the bottom of the lateral.
Number of Laterals 4 Orifice Diameter 125 i
l4 �,
Lateral Diameter 1.25 in Orifice Spacing (X)
Lateral Length (P) 44.28 ft Orifices per Lateral 18
Lateral Spacing (S) 2.50 ft Orifice Density 6.25 fe /orifice
Lateral Flow Rate Aft gpm Manifold Length 0 ft
System Flow Rate gpm Manifold Diameter 1.25 i ✓
Total Dynamic Head Forcemain Velocity fttsec
Dose Tank Information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and ----10
Comm 16.28 WAC � 4 in. min.
Disconnect
Tank component is properly vented �-- Alternate outlet
location
Forcemain diameter
Wieser Concrete Manufacturer 2 in.
CapacqJ 750.36 Gallons
Volume 20.28 gal/inch A
Weep hole or anti -
Dimension ^ Inches Gallons B siphon device
A 19.90 403.49 C
B 2.00 40.56 Pump off elevation (ft) — t ,
C 3.10 62.95 94.00
D 12.00 243.36 D
Total 1 37.00 750.36
tank elevation (ft)
3" Bedding un er tank. 93760
Alarm Manuafacturer JLevelArm _
Alarm Model Number I DLV
Pump Manufacturer JGoulds —�
Pump Model Number 13871 FPO4
Pump Must Deliver 29.66 gpm at 14.76 ft TDH
Project. Bradley & Roxanne Dulon 3- bedroom residential mound Page 4 of 9
Mound System Maintenance and Operation. Specifications
Service Provider's Name Bill Schumaker Phone 715 386 -3121
POWTS Regulator's Name St. Croix County Zonin De 't. Phone 715 386 -4680
System Flow and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 450 fe Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cftU100 mL
Service Freauency
Septic and Pump Tank Inspect and/or service once every 3 years
Effluent Filter Should inspect and clean at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested every 1.5 years
Moundl Inspect for ponding and seepage once eve 3 ears
Other
M Talaneous Construction and „Materials Standards
1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn -up Detail
Finished *���......•. �..._ ...............
Grade
6-8" Diameter Lawn _1-0 Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
Lateral
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project: Bradley & Roxanne Dulon 3- bedroom residential mound Page 5 of 9
Mound System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its'
component manuals [SBD- 10691 -P (N.01/01), SSWMP Publication 9.8 (01181), and Pressure Distribution Component Manual Ver. 2.0 SOD
10706 -P (N. 01/01)] and 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 shag be secured by an
effective locking device to prevent accidental or unauthorized entry into a tank or component.
gentle 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 shag 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 shag 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.
Ptunp Tank
The pump (dosing) tank shall be inspected at least once every 3 years. AN 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 Pure Qlstrlbution $atom
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shag 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 as protection from freezing.
Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30
mg/L SOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. 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 dogging has occurred and if orifice cleaning is required to maintain equal distribution
within the dispersal cell.
Observation pipes within the dispersal cell shag be checked for effluent ponding. Ponding levels shall be reported to the owner, and any
levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contlnoencv Plan
If the septic tank or any of its components become defective the tank or component shalt 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(s) 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 absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
Sea Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Prgmnt Unite
The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or
disinfection units are attached as separate documents and are considered part of the overall management plan for this system.
Project: Page 6 of 9
gGOULDS PUMPS Submersible
Effluent Pump
to
3871 EPO4
EP05
APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower
Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing
following uses:
lubrication and efficient improved performance. construction. • Effluent systems heat transfer. ■ Casing and Base: Rugged
• Homes Available for automatic and thermoplastic design provides AGENCY LISTING
superior strength and corrosion
• Farms manual operation. Auto-
Heavy duty sump matic models include SP resistance. ' Canadian standards Association
•
• Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron
• Dewatering assembled and preset at the for efficient heat transfer Goulds Pumps is ISO 9001 Registered.
factory. strength, and durability.
SPECIFICATIONS ■ Motor Cover: Thermoplastic
FEATURES cover with integral handle and
• Solids handling capability: float switch attachment points.
14 maximum. ■ EPO4 Impeller: Thermoplas- 0 Power Cable: Severe duty
• Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant.
• Total heads: up to 31 feet. pump out vanes for mechanical
• Discharge size: 1' 12" NPT. seal protection.
• Mechanical seal: carbon -
rotary/ceramic- stationary,
BUNA -N elastomers.
• Temperature:
104 °F (40 °C) continuous
140 °F (60 ° C) Intermittent. METERS FEET
• Fasteners: 300 series 10
stainless steel. 9
• Capable of running 30 ►�. —sGPM I
dry without damage to $ 2.5 Er
components. 26
Q 7
Motor: i
• EPO4 Single phase: 0.4 HP, U 6 20'
115 or 230 V, 60 Hz, 1550 a
RPM, built in overload with
automatic reset. T,�, 4 2 Zd'
• EP05 Single phase: 0.5 HP, �<_ EPOS
115 V or 230V, 60 Hz, 1550
3 10
RPM, built in overload with EPO4
automatic reset. 2
• Power cord: 10 foot 5
standard length, 16/3 1
SJTOW with three prong
grounding plug. Optional 20 0 00 10 zo _ 0 40 _ 50 GPM
foot length, 16/3 SJTW with Z9�9y4Or. MVn%Ma*A I .Scygg/► "-44t -,w c/
three prong grounding plug o 2 4 6 s' 10 12 m /h
(standard on EP05).
CAPACITY
Goulds P umps
2002 Goulds Pumps ITT Industries
Effective September, 2002 n • � /Q
63871 � t
M X 9
,( I 1363
Wisconsin Department of Co coerce '- 'Ju. SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildin s iq accordance with Comm 85, Wis. Adm. Code Steel Soil Service
County
Attach complete site plant no pape4ndles 8! @ac 114nchesih size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. D3 f '70— 3no
Please print all information. viewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). - z,r -
Property Owner t7 / Property Location
VegeF, Brian ° d �� (� Govt. Lot na N W 1 /4 N E 1 /4 S 18 T 31 NR 18 W
Property Ow is Mailing Address Lot # Block # Subd. Name or CSM# / (� — /
1705 Victoria Rd. So. 3 na CSM Re7 / yb
City State Zip Code Phone Number J City I Village a Town Nearest Road
Saint Paul MN 1 55118 1 651 -452 4523 Star Prairie'? 220Th Ave
New Construction Use: 01 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement I Public or commercial - Describe
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable na
General comments
and recommendations: Mound Design, system elevation 99.20ft based on contour line elevation 98.20 _ ,rIG
MA
Boring �� Zc1D� —�
❑ Boring # - j 2
J Pit Ground Surface elev. 99.20 ft. Depth to limiting factor 25 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. - Eff#1 *Eff#2
1 0 -8 10yr3/2 none sil 2msbk mfr cs 2f .5 .8 , (p
2 8 -25 10yr4/4 none sicl 2msbk dfr cs 1vf .4 .6 c�
3 25 -65 5yr4/4 none scl om mfi na na .0 .0 _
F2 ] Boring # I Boring
e Pit Ground Surface elev. 99.20 ft. Depth to limiting factor 24 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. "Ef1#1 "Eff#2
1 0 -6 10yr3/2 none sil 2msbk mfr cs 2f .5 .8 ,
2 6 -24 10yr4/4 none sicl 2msbk dfr cs 1f .4 .6
3 24-48 5yr4/4 c2d 7.5yr5/6 scl om mfr na na .0 .0
Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L Effluent #2 = BOD S30 mg /L and TSS < 30 mg /L
CST Name (Please Print) ignature: CST Number
David J. Steel - - -- - , - 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 10/16/2003 715 -246 -5085
Propei4y Owner Vogel, Brian Parcel ID # Pending Page 2 of 3
F3 ]Boring # Boring
01 Pit Ground Surface elev. 95.80 ft. Depth to limiting factor 33 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -13 10yr3/2 none sil 2msbk mfr cs 2f .5 .8
2 13 -33 10yr4/4 none sl 2msbk dfr gw na .5 .9 . (
3 33 -55 10yr4/4 f2d 7.5yr5/6 sicl 2msbk mfr cs na .4 .6
4 55 -72 5yr4/4 c2d7.5yr5/6 scl om mfr na na .0 .0
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 30 < 220 mg /Land TSS >30 < 150 mg /L *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 altemate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777.
Page 3 of 3
' IL
STEEL SO ERVICE INC. S
David J. Steel 1564 Cty Rd GG
CST- POWTSM Brian Vogel New Richmond,WI 54017
Lic. #248956 NWI /4,NE1 /4,S18,T31N,R18W Bus .(715) 246 -6200
Town of Star Prairie, St. Croix Co. Fax.(715) 246 -9372
Le�
This soil evaluation was conducted to satisfy a 2onings4qfffirement, it may or may not be suitable for your
use. Legend
1" = 40'
= Benchmark Ele. I00_OOFt
p of 1/2" pvc pipe
Alt Benchmark Ele. I00.00Ft
Top of 1/2" pvc pipe
❑ = Borings
d `j Boring Elevations
B 1 = 99.20Ft
B2 = 99.20Ft
rA B3 = 95.80Ft
B4 = OO.00Ft
�cl.
` 1
sf
�o
0
3n y
7
7 CS. c286
VOL 18 PAGE 4746
R�I3� Hpg D ST. CROIX CO. UI
CERTIFIED SURVEY MAP 1 /
LOCATED IN PART OF THE NW1 /4 OF THE NE1 /4 OF SECTION 18, T31 N, R18W,
TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN, INCLUDING LOT 4, LOT CERTIFIED SURVEY MAP
3, AND PART OF LOT 2 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 1, REC FEEL 13. N
PAGE 197, AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. p COPPYFES2 3.00
SURVEYOR
DOUGLAS J. 7 -AHLER da a PREPARED FOR:
— � e ����
S & N LAND SURVEYING, INC. T — — -- — - BRIAN VOGEL
2920 ENLOE STREET S88"39'08 "E 2633.53' 1705 VICTORIA RD. SO.
HUDSON, W154016 22pth -qv NORTH LINE OF THE NE7 /4 MENDOTA HEIGHTS. MN 55118
N1/4 COR._- - - - (EAST)
SEC. 18 888°39'08 "E 857 ■8
� 331.4T - -- NE COR.
S ° 39'08 "E ' 85 460.3& 14 � , SEC. 18
I 4
1775.70'
8 PROPOSE X33.
T ® 33.00' � bb� 00' 361.58' 89.02'1 1• IRON PIPE FOUND
.. • 1?fi1VEWAY �[ $ $ Q $ fS' S13"02'58"W 3.35'
® �.......... FROM SET 1' IRON PIPE
EXISTING
I 50' : DRIVEWAY
EXISTING OWNER
LOT 7 HOUSE KEITH VOGEL
5.038 ACRES : p2 WELL SO ER TH , WI
(218,456 SO. FT.) dS SOMERSET, yyl yi025
INC. R/W �; �'i" SEPTIC
4.787 ACRES t�: VE EXISTING Z
z czo8, E R/ Fr.) = LOT 2 GARAGE O i l
I i 3 EXC_ R/NV 6.978 ACRES G z
(303,946 SO. FT.) N Z
I INC. R/W m
c A 8.629 ACRES I T
I _ (288.750 SO. FT.) I C ° 1 m
N _ EXC. R/W
S88 "1 732 "E 331.45'
o l� v 114.95' 350.08 _
I m z W °, 5=42 00 00 i 1 ��B6.0a S89"1 T32"E 465.01' I �
� N00°42'28 "E
33.00 –� �r 33.00' 1 W 10 O
S89 - 32-E , " {p I m
o
LOT 4 h�
6.006 ACRES � O �• y
(261. sSo.. FT.)
of Wis
5.880 ACRES ® $ ,tP� Oy
(260.517 SO. FT.) OT C „ DOUGLAS J.
EXC. R/W _ . 09 ACRES ZAH LEA
® (353,242 SO. FT.) S -2145
$ INC. R/W H S ,
® ® 75' 8.084 ACRES
___ `SETBACK (352.153 SO. FT.)
NAVIGABLE p EXC. R/W
11.7'± 364 471 / � � ��\
N ° 42'42 "W : \\ 502.79'
SOUTH LINE OF THE NWi /4 OF THE NEt /4 867 ■26' _
I M nMPf�QSr t�L�(D �J�v1D_�
— _ — LEGEND
APPROVED FOUND ALUMINUM COUNTY SECTION
ST. CROIX COUNTY CORNER MONUMENT
Pl>, "nq ZonWq aM Pwk4 CemrW"..e FOUND 1" OUTSIDE DIAMETER IRON PIPE
MAY 1 22004 Q SET 1 DIAMETER BY 18" LONG IRON
PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT
If not r wlthwt 30 Maya of
• . • • • • ' ' ' • • • • • BUILDING SETBACK LINE (AS SHOWN)
SCALE IN t ahaN ba ( ) RECORDED BEARING ANDJOR DISTANCE
A
66' WIDE JOINT DRIVEWAY EASEMENT
200 0 200 FOR LOTS 3 AND 4
—* EXISTING FENCE
THIS INSTRUMENT DRAFTED BY: WILLIAM KANE ® SOIL BORING
JOB NO. 6351 -01 DATE: 10/28/2003 REVISED: 05/11/04
SHEET 1 OF 2 SHEETS
Vol 18 Page 4746
Parcel #: 038 - 1075 -90 -300 07/02/2007 04:07 PM
PA GE 1 OF 1
Alt. Parcel M 08.31.18.310E -30 038 - TOWN OF STAR PRAIRIE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
05/12/2004 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
O - DULON, BRADLEY M
BRADLEY M DULON C - CALLENDER, ROXANNE P
ROXANNE P CALLENDER
1203 CTY RD V
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): ` = Primary
Type Dist # Description 857 220TH AVE
SC 3962 NEW RICHMOND
SP 1700 WITC
Legal Description: Acres: 8.109 Plat: 4746 -CSM 18 -4746 038 -04
SEC 18 T31 N R1 8W 8.74A IN NW NE LOT 4 OF Block/Condo Bldg: LOT 03
CSM IN VOL I PAGE 197 NKA LOT 3 CSM
18 -4746 (8.109 AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4)
18- 31N -18W NW NE
Notes: Parcel History:
Date Doc # Vol /Page Type
12/18/2006 840892 WD
05/12/2004 762286 18/4746 CSM
07/23/1997 891/243
07/23/1997 833/394
more...
2007 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/05/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.000 32,000 0 32,000 NO
UNDEVELOPED G5 6.109 15,300 0 15,300 NO
Totals for 2007:
General Property 8.109 47,300 0 47,300
Woodland 0.000 0 0
Totals for 2006:
General Property 8.109 47,300 0 47,300
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
7 E.�F.3E,
VOL 1__8 pAt3S 4746
SUR VEY CERTIF ,A� 1 itSCSI FOR k YI
LOCATED IN PART OF THE "1 /4 OF THE NIE1 /4 OF SECTION 18, T31 N, R18W, x /12 "' 09 t
TOWN OF STAR PRAIRIE, ST. CROIX COUNTY• WISCONSIN, INCLUDING LOT 4, LOT
3, AN PART OF LOT 2 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 1, 61 BiIRYQy RAP
PACE 197, AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. s 13.
W ASURM r 2 3.00
gNRVEYOLe MG�pdp ,__
DOUGLAS J. rUHLeR ` u'L U L ® PREPARED Pont
S & N LAND SURVEYING, M -" "' -- --- _ BRIAN VOG1E1.
2920 ENLOE STREET S88'3g'08+E .53, 1706 VICTORIA RD. SO.
i HUDSON. WI 54016 22M 1_AV. (tw+N LINE OF TH'E NEE1 /4 MENDOTA HEIOHTS. MN ft i8
N1/4 OCR.
1 w
SEC;. 18 1.47' 33. _
2i S88 °39081E X1038• NE COR.
SEC. is
r 331 r 33 - --•.__ 8 68• — � 0r -----
PROPOSSE 1 '33 361.88 99.02 t »a. m
wnY , �... $ .00 �460 1 IRON 02'68 W PIPE FOUND
f 1 0 313' 3.35'
®• FROM SET 1• IRON PIPE
A,,,,F.XI8TINCd
DRIVEWAY fl WNERi
LOT : / E708T1NG
HOUSE KEITH VOGEL
6.038 ACRES 881 220TH AVE,
ri
(219.464 S, FT.) v ��� -__JI! SOMERSET, WI 54025
INC. R/W �4 " S8r'T1C
4.787 ACRES N • VEN ' ► $
I t Exc RRiay. �'' as as LOT 2 aAR'aaE
6978 ACRES !' 94
(303,8 80. FT.) i
INC. R(W
+ 4.829 ACRES
(288,760 SO. FT.) RlW
u
EXC.
gj $89 17'32" F 331.48' A
r 86.00 114.96' 360.06' p � j s
j g
E SOO.42281N` I I ...88.00 809 ' 1 7'32 E 488.0".' N00'422 We E � T-33.00'
7y Q� 389'1732"E
LOT 4
6.008 ACRES tl �
(281,806:361. FT.) \ i • �i of
INC. R'w
5.980 ACRES • _ �!�
(280,817 So. FT.) OT y DOUGLAS J.
EXC, R/W AC ZAHLER Z
® $ (353,242 SO. FT.) H8-2146
INC. Rw
81084 ACAFS
BET13ACK (362.163 60. FT.)
NAVIGABCEv rnp, ' EXC. R/W
W4E`rTI.JAND -- � ��
2.
SOUTH LINE OF THE NW t/4 OF THE NEt /4 667.26 `—
MMNA1 L R a� %G]D�
_ LEGEND "
I APPROVED FOUND ALUMINUM COUNTY SECTION
BT. CROIX COUNTY CORNEA MONUMENT
za" Mw Peft 00"Nvdtpee • FOUND "OUTSIDE DIAMETER IRON PIPE
MAY 1 2 2004 Q SET 1. OUTSIDE DIAMETER 13Y 18• LONG IRON
P1PE, WEIGHING 1.13 LSS. PER LINEAR FOOT
' .. • .... BUILDIN13 SET
• • ... BACK LINE (AS SHOWN
If not rWOrWd wIM)i)S 3Q days of )
SCALE. IN af�nivM 9t)all be ( ) RECORDED BEARING AND /OR, OtSTANCE
ri M
86' WIDE JOINT DRIVEWAY EASEMENT
200 0 -0
2C0 FOR LOTS 3 AND 4
'*— EXISTING FENCE
1 'H 19 INSTRUMENT OAAFTED BY: WK.LIAM KANE • SOTL BORING
SOB N0. 6351 -01 DATE: 1(/26/2003 REVISED: OS(11 /04
__. _SHEET 1 OF ? SHEE
V 18 Page 4746
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner /Buyer v� �� l -�/
Mailing Address la
Property Address
(Verification i6quired from Planning & Zoning Department for new construct n.)
City /State Parcel Identification Number
LEGAL DESCRIPTION
Property Location Y4 , �� Y4 , See. le T 3 ! N R /? W, Town of ,mo d , . " r,
Subdivision , Lot # -,-F
Certified Survey Map # , Volume / , Page #
Warranty Deed # e ? fZ , Volume , Page #
Spec house yes 0 Lot lines identifiable 67 no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
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. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & 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 Planning &
Zoning Department within 30 days of the three year expiration date.
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.
Number of bedroo s 3
� 7 _
1 L ,. k' /`� / '07
SIGNATURE OF APPLICANT(S) DATE
** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * **
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 08/05)
4 E 3 4E3
KATHLEEN H. WALSH
REGISTER OF DEEDS
DOCUMENT NO. STATE BAR OF WISCONSIN FORM 1 -2003 ST. CROIX Co.. W.1
WARRANTY DEED RECEIVED FOR RECORD
THIS DEED made between Keith C. Vogel, A Single Person ( "Grantor," whether 12/16/2006 11 :30AM
one or more), and Bradley M. Dulon and Roxanne P. Callender ( "Grantee," WARRANTY 1 DEED
whether one or more),
REC FEE: 11.00
TRANS FEE. 234.00
COPY FEE:
Grantor, for valuable consideration conveys to Grantee the following described real Cc FE E • 1
estate, together with the rents, profits, fixtures and other appurtenant interests, in St.
Croix County, State of Wisconsin ( "Property") (if more space is needed, please
attach addendum):
Recording Area
Name and Return Addresa
Lot 3 of Certified Survey Map recorded in Volume 18 of Certified Survey American Title Services- SCV,LLC
Maps, Page 4746 as Document 4762286 located in part of the NW 1/4 of 642 Brakke Drive, Suite 114
the NE 114 of Section 18, Township 31 North, Range 18 West, Town of Star Hudson, WI 54016
Prairie, St. Croix County, Wisconsin.
Tax Parcel No: 0138- 107S -90 -300
This is not homestead property.
(is)(is not)
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except:
Easements, encroachments and encumbrances of record.
Dated this M day of J V�f0W✓
(SEAL)
* * Keith oeele
OWBrian VoLyel Attorne In ct
(SEAL) (SEAL)
s *
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN
Ss.
� .V
authenticated on day of I , 2006 St Croix County `\
* Personally came before me this day of D\1'lbm) ✓
TITLE. MEMBER STATE BAR OF WISCONSIN 2(2W the above named Keith C. Vogel to me known to be the
(If not, person who ex ted the fore instrument and acknowledge the
authorized by § 706.06, Wis. Stats.) same. ' .....a.. *••
�.O' �
'iN
pF 1SL ••.•
THIS INSTRUMENT WAS DRAFTED BY • ��i
Schrader Law Office * � ` � ��V� *• �Q: •• t %�Z
Notary Public St. Croix Co Wis. * : ERIC P. : it =
715 - 232 -7770 My Commission is permanent. (]f not, state sxpilaffOR46FFSON
t �
(Signatures may be authenticated or acknowledged. Both are not �5'Z°/ ZO IQ ) ; , ,6c d
necessary.) �► j• '•••- ......�0��a
"Names of persons signing in any capacity should be typed or printed below their signatures. 4• -,ra p• *..r
WARRANTY DEED File # 6002864P
SM6 vision Form SDD03WO Rev. 01/16/96
1 of1
e
III_ Il
lb
N ow
it
i
762286,
VOL 18 PAGE 4746
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO.. VI
CERTIFIED SURVEY MAP
RECEIVED °R��`M
LOCATED IN PART OF THE NW1 /4 OF THE NE1 /4 OF SECTION 18, T31 N, R18W, CERTIFIED SURVEY MAP
TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN, INCLUDING LOT 4, LOT REC FEE: 13.80
3, AND PART OF LOT 2 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 1 COPY FEE: 3.00
PAGE 197, AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. PAGES: 2
SURVEYOR: umpLkvcTZ[D Lkmcoo �B PREPARED FOR:
DOUGLAS J. 7AHLER — — — — — _ — — _ — — — BRIAN VOGEL
S & N LAND SURVEYING, INC. S88 °39 "E 2633.53' 1705 VICTORIA RD. SO.
2920 ENLOE STREET MENDOTA HEIGHTS, MN 55118
HUDSON, WI 54016 220th AV. NORTH LINE OF THE NE1 /4
..... ....... (EAST)
N1 /4 COR. S88 0 39'08 0E 857.8 NE COR.
SEC. 18', 331.47' 33 • uu
—� i 33�0� X036 SEC. 18
S88 °39'08 "E 8 58.07' f$ °� 1775.70'
331.4T 33.00 — 33.00 361.58' 99.02
PROPOSE �® w
j� g 460.60 t 1 "IRON PIPE FOUND
' g' S13 °02'58 'W 3.35'
FROM SET 1" IRON PIPE
® EXISTING • .
50' 50' - DRIVEWAY
cn I
OWNER:
11 / EXISTING KEITH VOGEL
LOT 1 N . N HO 861 220TH AVE
5.038 ACRES: WELL,', SOMERSET, WI 54025
(219 INC. R/W �) N SEPTIC_ cw4 O
rn
4.787 ACRES VELDT 2 G I RAGE ao z
(208,518 SO. FT.)
�r' z EXC. R/W 6.978 ACRES Z G
m Z (303,946 SO. FT.) I c O N
8 INC. R/W m T M
in o 6.629 ACRES I m m
(288,75 SO. FT.) i
N EXC. R/W V I p w m m
N A
a ry S89 ° 1 732 "E 331.45' 114.95' 350.06' N I O n
Q m + 66,00 <� I .x66.00' S89 °17'32 "E 465.01' �'�' I ( p
I W S00°4Z28"W N00 °42'26 "E c i
N 33.00'�_� . _ W I O ;_1 r i
O S89 _ rt1 z m
o I
LOT 4 I ``� °*
6.006 ACRES �� OF VvlscO
(261,606 SO. FT.
( CE ) ® ` AP DO J.
5: 80 A y �2
�, C � LOT 3 C2 ZAHLER
(260,517 SO. 5 -2145
EXC R/W \ \\ 8.109 ACRES
® $ (Z SQ. FT.) H S
INC. ,
75' 8.084 ACRES
® ® _ _ rSETBACK (352,153 SO. FT.)
NAVIGABLE _ a \ EXC. R/W
WETL,pND '
11.7 364.47' ' A \� 502.79
N 0421 42 "W : 867.26 \\
SOUTH LINE OF THE NW1 /4 OF THE NE1 /4
cn
M(`rnl[PdL ME oD u LEGEND '+
e erg FOUND ALUMINUM COUNTY SECTION
APPR OVE D al► �,VI"ilr'Ln iv1 ":T
ST. CROIX COUNTY
pWWjng Zoning aM Pwk6 CommiftPe FOUND 1" OUTSIDE DIAMETER IRON PIPE
O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON
MAY 12 2004 PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT
............... BUILDING SETBACK LINE (AS SHOWN)
If not t =ftd within 30 days of ( ) RECORDED BEARING AND /OR DISTANCE
d al date shaN be
SCALE IN FEET M
66 WIDE JOINT DRIVEWAY EASEMENT
FOR LOTS 3 AND 4
200 0 200 EXISTING FENCE
THIS INSTRUMENT DRAFTED BY; WILLIAM KANE ® SOIL BORING
JOB NO. 6351 -01 DATE: 10128/2003 REVISED: 05/11104 SHEET 1 OF 2 SHEETS
Vol 18 Page 4746
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NW1 /4 OF THE NE1 /4 OF SECTION 18, T31 N, R18W,
TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN, INCLUDING LOT 4, LOT
3, AND PART OF LOT 2 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 1,
PAGE 197, AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE.
SURVEYOR: PREPARED FOR: OWNER:
DOUGLAS J. ZAHLER BRIAN VOGEL KEITH VOGEL
S & N LAND SURVEYING, INC. 1705 VICTORIA RD. SO. 861 220TH AVE,
2920 ENLOE STREET MENDOTA HEIGHTS, MN 55118 SOMERSET, WI 54025
HUDSON, WI 54016
SURVEYOR'S CERTIFICATE
E TIFICATE
I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, hereby certify that by the direction
of Brian Vogel, I have surveyed, divided and mapped part of the NW1 /4 of the NE1 /4 of
Section 18, T31N, R18W, Town of Star Prairie, St. Croix County, Wisconsin, including Lot 4,
Lot 3, and part of Lot 2 of a Certified Survey Map recorded in Volume 1, Page 197, at the
St. Croix County Register of Deeds Office; described as follows:
Beginning at the North Quarter corner of said Section 18; thence S88'39'08 "E along the
north line of the Northeast Quarter of said Section 18 a distance of 857.83 feet; thence
S00'17'52 "W a distance of 1319.40 feet; thence N88'42'42 "W along the south line of the
Northwest Quarter of the Northeast Quarter of said Section 18 a distance of 867.26 feet;
thence N00'42'28 "E along the North —South Quarter line of said Section 18 a distance of
1320.16 feet to the point of beginning. Parcel contains 26.131 Acres (1,138,250 Sq. Ft.).
Subject to right —of —way of 220th Avenue and subject to all easements, restrictions and
covenants of record.
I also certify that this Certified Survey Map is a correct representation to scale of the
exterior boundary surveyed and described; that I have fully complied with the provisions of
Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of St. Croix
County and the Town of Star Prairie in surveying and mapping same.
Douglas J. ahl LS 2145 OF W/ Do
S & N Lan Sur i 3
2920 Enloe St. y 54016 yP
Hudson, DOUGLAS J. 22
W1 * ZAHLER
S -2145
HUDSON,
WIS.
S
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 Town of Star
Prairie for advice.
I
THIS INSTRUMENT DRAFTED BY: WILLIAM KANE
JOB NO.6351 -01 DATE: 10/28/2003 REVISED: 05111/04 SHEET 1 OF 2 SHEETS
Vol 18 Page 4746