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Wisconsin Department of Commerc& PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
• INSPECTION REPORT sanitary Permit No:
430142 0
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)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Ed & Dorothy Mikla Trust I Emerald Township 010 - 1068 -60 -000
CST BM Elev: Insp. BM Elev: BM Descriptio Section/Town/Range/Map No:
, 0 7 OF S /vl�r!� 28.30.16.418
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV.
Septic t n � Benchmark �� / - ` O
(/ Q /�` v
Dosing Alt. BM ST• ,
boo
Aeration Bldg. Sewer �2 35-
Holding St/Ht Inlet
�
TANKS TBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic / , / �j r D Bot�o r r7 1 -�
Dosing + Header n.
> 90 Aeration Dist. Piper; CfiYb
Holding Bot. System
PUMP /SIPHON INFORMATION Final Grade
Manufacturer Demand St over ' v
GPM 6 / ylspvs +I Y.0 7J - d
Model Number 70 V
TDH Lift ' ! + FrictioLo s I System a A TD � Ft
Forcemain t/ y Leng h - -LL Dia. Dist. fo WWII �� f
SOIL ABSORP ION SYSTEM
BED/TRENCH Width , Len th No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS � 2
SETBACK SYSTEM TO llll P/Lkj JBLDG IWELL LAKE /STREAM LEACHING urer
INFORMATION T e Of System: t CHAMBER OR f7 i 6 � � - R
'rn� JS (-( /oO ` 1 ) / / UNIT Model Number:
DISTRIBUTION SYSTEM ! !
Header/Manifold � Distribution / x Hole Size / I x Hole Spacing Vent to Air Intake
Pipes) - < �� Dia Spacing �X — '��
Length Dia Length
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
Z, ;1 Yes No Yes
, j No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2:_7_/
Location: 2317 140th Ave Glenwood City, WI 54013 (NW 1/4 NW 1/4 28 T30N R16W) n
1.) Alt BM Description = STS tai
2.) Bldg sewer length
- amount of cover = /
Plan revision Required? Yes 04o
-- - 3_ - - -- __
Use other side for additional information. j' 1 _ .
SBD -6710 (R.3/97) Date Insepct s Signature Cart. No.
i
Safety &Buildings Division
Sanitar PP Permit Application 201 W. Washington Ave.
PO Box 7302
N Aisco ' nsin 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 com lete plans to the county copy only) fdr the system, on paper noticss than 8 -1/2 x 11 inches in size.
County State Sanitary Permit Number ❑; heck if revision to previous applic ion State Plan I. D. Number
S6 • e/aiX O 2
I. Application Information - Please Print all Information Location: rAjul
Property Owner Name
' Property Location
�T O Yn J1%Q/-� �/"CO�Y f 1/4 ��A�l /4, S T �,N, R W
Property Owner's Mailing Addr ss Lot Number Block Number
City, State Zip Code Phone Number Subdivision Name or CSM Number
G /en 1000 C.;-6 uY S 1 3 ( >/S ) 2 4oS- 4715' A A
II T pe of Building: (check one) ❑ City
6Y 1 or 2 Family Dwelling -No. of Bedrooms: C2 ❑ Village
• Public/Commercial (describe use): Q -Town of
• State -owned �M�a
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road
A) 1. ❑ New System 2. 5 'replacement 3. ❑ Replacement of 4.. ❑ Addition to Parcel Tax Number(s)
System Tank Only Existing System /�� &0-000 • ��
$) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
U-Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic Treatment Unit ❑ R irculating ❑ Other:
w fra 3 et 3X 62 . SO A S: i0 c6e7d X a tn&t, ,40
V Dispersal/Treatment Area Information: 3C0 , 1 SNAO. r c GGO reg '. /.l E,s Y>E✓ is .,Z �i:5,
1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Applicatioff 5FPercolationTate . System Elevation 7. Final Grade
Required Proposed Rate (Gals. /day /sq. ft (Min. /inch) Elevation
3 cc P.J. 400.0 10=20 o.so r1 / SO' IV 334 9 . a'
VI Tank Capacit )Po Total # of Man0factiffer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
C. - 6"e /APO — b
A f- G.aO — G000 �tlrhla�'ia'Eion {
VII Responsibility Statement
I, the undersigned, assume - responsibility f r installation of4e POWTS shown on the attached plans.
Plumber's Name (print) Plum is Signature (v6 s ps): MP44f"No. Business Phone Number
7 0 - C a .23475 (71 6,w S110c
Plumber's Address ( t, City, State, Zip C e)
VIII County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing A nt Signature (No amps)
X Approved ❑ Owner Given Initial Adverse Surcharge Fee) w�
Determination 2- Sf' vT
IX. Conditions of Approval /Reasons for Disapproval: 1
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Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site Ian on County
p p paper not less than 8'r4 x 11 inches in size. Plan must St. CfODC
include, but not limited to: vertical and horizontal reference pant (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
010- 1068- 60-050
Please print all information.
Personal information you provide may be used to secande!Y purposes (Privacy Law, s. 15.04 (1) (m)). V" By
Property Owner - Property Location
# Govt. Lot
Wig NW 1/4 S 28 T 30 N R 16 W
Ed & Dorothy Mikla Trust
Property Owner's Mailing Address _ Lot # Block # Subd. Name or CSM#
2317 140th Ave. G ,} na na Na
City Staff Zip Code Phone Number J City I Village f+ Town Nearest Road
Glenwood City V1A ....,5013 1 715 - X65 =4715 Emerald 140Th Ave.
I New Construction Use: Residential / Number of bedrooms 2 Code derived design flow rate 300 GPD
01 Replacement Public or commercial - Describe:
Parent material loess over glacial outivash Flood plain elevation, if applicable na
General comments
and recommendations: Install two trenches at elev. = 91.80' using 20 leaching chambers. Dosing required to reach system
elevation.
a Boring # J Boring
Pit Ground Surface elev. 95.48 ft. >�6� in. Soil
,✓J Depth to limiting factor Appl ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
1 0 -8 1Oyr3/3 none sil 2fcr ds as 2f 0.5 0.8
2 8 -21 7.5yr4/6 none gr sl 2msbk dsh gs 1f 0.5 0.9
3 21 -36 7.5yr4/4 none gr sl 2msbk dsh gs - 0.5 0.9
4 36-53 7.5yr4/6 none gr sl 2msbk dsh cvv - 0.5 0.9
t
akok' j) 5 53-65 7.5yr4/6 none gr Is 0 sg dl cw - 0.5 0.9
6 65-96 1Oyr6/4 none sNsl Osg/Osg/m dVdVdsh - - 0.5 1 0.9
Horizons # 2 - 5 contain approx 15% gravel & cobbles. H#6 consists of an unsorted mixture of s, Is & at - loading rate reflects most restrictive condition
found within horizon.
Boring # Boring
Pit Ground Surface elev. 94.30 ft. >88° in. Soil
�✓ Depth to limiting factor �— App lication 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 I *Eff#2
1 0 -10 1Oyr3/3 none sit 2fcr ds as 2f 0.5 0.8
2 10-16 1Oyr5/4 none sil 2fsbk ds cs 1f 0.5 0.8
3 16 -3 6 7.5yr4/4 none gr sl 2msbk dsh gs - 0.5 0.9
4 36 -88 1Oyr6/4 none sAs/sl Osg/Osg/m dVdVdsh cw - 0.5 0.9
Horizons # 2 -4 contain approx 10% gravel & cobbles. (ists of an unsorted mbdure of s, Is & sl - loading rate reflects most restrictive condition
f9u nd within horizon.
' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L uent #2 = BOD < 30 mg/L and TSS <,0 mg/L
CST Name (Please Print) 5ignatu * CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 6212003 715 - 248 -7767
Property Omer Ed & Dorothy Milda Trust Parcel ID # 010 - 1068 -60 -050 Page 2 of 3
3] Boring # Boring 0,1 Pit Ground Surface elev. 93.64 ft. Depth to limiting factor T 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
1 0 -8 1Oyr3/3 none sil 2fcr ds as 2f 0.5 0.8
2 8 -16 1Oyr5/4 none sil 2fsbk ds cs 1f 0.5 0.8
3 16-31 10yr4/6 none gr sl 2msbk dsh gs - 0.5 0.9
4 31 -58 1Oyr6/4 none sAs/sl Osg/Osg/m dVdVdsh cw - 0.5 0.9
5 58 -93 1 Oyr6 /4 t2d 7.5yr5/8 & sRs/sl Osg/Osg/m dVdVdsh - - 0.5 0.9
f2d 10yr5/3
Horizons # 2 -4 contain approx 10% gravel & cobbles. H#'s 4 & 5 consist of an unsorted mbdure of s, Is & sl - loading rate reflects most restrictive
condition found within horizon. Redox. features found within finer sl soils.
❑ Boring # Boring
Pit
J Ground Surface elev. ft. Depth to limiting factor in. F 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
❑ Boring # Borin
_J Pit Ground Surface elev. ft. Depth to limiting factor in. F Sal 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
*
Effluent #1 = BOD 30 < 220 mgFL and TSS >30 < 150 mg/L "Effluent t#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.
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5
Mikla 2 bedroom Dose Conventional
Pump Chamber Calculations
1. Force Main:
Diameter 2
Length 75' (p�
Flow rate 48.00 gal./min-
Friction loss 3.75'
(75')(4.99ft./100ft.) = 3.7425 ft.
2. Total dynamic head:
Min. supply pressure 0.00'
Vertical lift 4.55' '�
friction loss 3.75'
Total dynamic head = 8.30'
3. Pump selection:
Manufacturer: Goulds
Model number: 3871 EPO4
Pump will discharge approx. 48.0 gpm @ 8.30' TDH
4. Dose chamber:
Manufacturer & capacity: Wieser WLP 1000/600 MR Combination ST / PC
liquid depth: 36.00" k 16.76 gal. /inch ( 603.36 gal. actual)
Sizing:
A) One day holding capacity: 18.42" = 308.681.68 +gal.
B Alarm setting: 2.00" = 33.52 al.
g �
C) Dose volume + flow back: 3.58" = 60.04 gal.
(300gal.)(20% Design flow) + ( 164)(75') = 72.30gal. Max. dose
D) Reserve storage: 12.00" = 201.12 gal.
TOTAL 36.0" = 603.36 gal.
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Dose Tank Information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and
Comm 16.28 WAC 4 in. min.
Disconnect ._,
Tank component is properly vented E — Alternate outlet
location
Forcemain diameter - 2.0"
Wieser Concrete Manufacturer _
Cap acityl 603.36 Gallons
Volume 16.76 gal /inch A
Weep hole or anti -
Dimension Inches Gallons B siphon device
A 18.42 308.68
B 2.00 33.52 C Pump off elevation (ft)
C 3.58 60.04 87.75
D 12.00 201.12 D
Total 1 36.001 603.36
D ose tank elevation (ft)
3" Bedding unZrer tank. 86.75
Alarm Manuafacturer LevelArm -
Alarm Model Number DLV
Pump Manufacturer JGoulds
Pump Model Number EPO4 -
Pump Must Deliver 4A gpm at $.30 ft TDH
Project: Ed & Dorothy Mikla 2 bedrom residential Dose Conventional
M ODEL DVP03 MODEL :
Vertical • Pump '0' '0
Su bmersible Pump
1
GOULDS
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Pump Specifications
' /3HP METERS FEET
- �'_- - -- - ----- -- - r - r - - --- - - --
Up to 40 GPM j MODEL 3871
Discharge size 1 NPT 9 30 -- +— -- — — - - - -- _ _ - - --
Solids: W maximum e
Motor 25F -- - _ - ' - t -- - _.__., -- t
Single phase: 115V
} - w
6 20 ._ 1....
Materials of Construction 5
Brass /thermoplastic a 15U__.
EP05
Features and Benefits o 4 1 -
* Top suction eliminates I
G - - - -
- -
impeller clogging. C3 2
0
•Corrosion resistant
construction. ° °�
0 10 20 30 40 50 U.S. GPM
• Float actuated switch. 6 2 4 6 6 10 12 "IN
CAPACITY 6 p
METERS FEET
7l- 25 -- -- --- -- ------- --- -- - -.... Pump Specifications Features and Benefits
MODEL UVP03
5
6F 20 _ 4 h° and ' /2 HP •EPO4 impeller- semi -open design
Up to 60 GPM with pump out vanes to protect
r 15 Maximum head to 32' mechanical seal.
2 4
3' Discharge size 1'12 "NPT • EP05 impeller - enclosed design
o Solids: 1 14" maximum for improved performance.
211 5: -.. _. .. Motor • Rugged glass - filled thermoplastic ,
All motors feature ball casing and base design provides
OL ° - - -- - -- --- --- bearing construction. superior strength and corrosion
0 5 10 15 20 25 30 35 40 U S GPM resistance.
Single phase: 115V I
0 z ° 6 6 10M3/hf •Cast iron motor housing for
CAPACITY Materials of Construction efficient heat transfer. strength.
Cast iron
Thermoplastic and durability.
Stainless steel • Corrosion resistant threaded
stainless steel shaft.
•Available for automatic and
manual operation.
• CSA listed models available.
All Models are designed for continuous operation and feature stainless steel hardware.
Conventional Septic System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
Fhe conventional septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained
in accordance with component manual SBD- 10567 -P (R.6/99). All local and/or state rules pertaining to system maintenance
and maintenance reporting shall be complied with.
Septic Tank
The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The
septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The
contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to
service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment,
maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge
accumulation in the tank. 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. Septic tank
manholes 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 individual should ever enter the septic tank
as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with
Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or
chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be
approved for septic tank use by the Department of Commerce, Safety and Buildings Division.
Soil Absorption Cell
Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should
be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for
vegetative maintenance) over the system is not recommended. Soil compaction may hinder aeration of the infiltrative surface
within the system and will promote frost penetration during cold weather months. Cold weather installations (October -
February) dictate that the system be heavily mulched for frost protection.
Influent quality into the system may not exceed 220mg/L BOD5, 150 MG /L TSS, and 30 mg/L FOG. Influent flow may not
exceed maximum design flow specified in the permit for the installation.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the
owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Contingenev Plan
Ifthe 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. Excessive ponding within the dispersal cell will be eliminated by removing
biologically clogged adsorption and dispersal media and replacing said components as deemed necessary or by installing a
new soil absorption cell to bring the system into proper operating condition. S , r y ./ t —
Questions on the operation or maintenance of the system should be directed to installing plumber
e .7ror the St. Croix County Zoning Department.
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owne e�`.Uofo`L,� /Yf /ct bus E ^-Ln �i ere sge. 2- & J -
Mailing Address X 3/7 109 "g w. G la"'Jee& �' 4 W/. syo/j
Property Address 6a me
(Verification required from Planning Department for new construction) /' l
City /State Parcel Identification Number O/O - /O&t 0 l•
LEGAL DESCRIPTION
Property Location 1240 '/4, /74) 1 / Sec. ,V T 3d N -R Town of 61'►elw- k-
Subdivision / , Lot #
Certified Survey Map # AA- . Volume � . Page # —
Warranty Deed # G 3S310 f , Volume /6' 4p7 , Page # 233
Spec house ❑ yes lino Lot lines identifiable 9 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, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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.
(0 1A110
SIGNATURE O i 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 owners) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
t /.2/ / 03
SIGNATURE 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 map if reference is made in the warranty deed
0 to /o 7 o — u yz y
Tbce) 9 lam. c>S 610 — la 70 —/. D?, t 1a 4 ;B
`�� p`G _ 60 64&0791
7 `,0 /Ul— .36 KATHLEEN H. WALSH
3 REGISTER OF DEEDS
ST. CROIX CO. WI ,29'9-
!1/O - O ?O �U - y40 r - �ei e
CERTIFIED SURV AP t °�� i ° A"
LOCATED IN PART OF THE NE1 /4 OF THE NE1 /4 OF SECTION RECORDIN E: FEE: 1 "000
AND IN PART OF THE NW1 /4 OF THE NW1 /4 OF SECTION
O ALL IN T30N, RI 6W, TOWN OF EMERALD, ST. CROM
UNTY, WISCONSIN.
LEGEND
8 1" IRON PIPE FOUND —X EXISTING FENCELINE
1"X 24" IRON PIPE SET WEIGHING ® SEPTIC SITE s + m Z
1.13 LBS. PER LINEAR FOOT F� A
- - - O"M -• -- ORDINARY HIGH WATER MARK' •,. ., y' WkEFERENCED TO THE 9 I
100 ROADWAY SETBACK (O.H.W.M.) ELEV. = 1108 ""=-= NE 1/4 OF SECTION Z
•-- •�sse• - -• 75' SETBACK FROM O.H.W.M. 29; SST, A MET)TO BEAR SOV10'1"W. 2
M MASONRY NAIL FOUND FEJ= MINIMUM FIRST FLOOR V,' /�� 0 7,2 <'
� ELEVATION - 1113.0' /.
2 IRON PIPE FOUND OWNER,. _ n(OPRVEYOR I I I
M SCALE I N FEET 1" = 200' EVAN,VI5REGGE WIN C FLANUM � I
1208 NAM X, o C 014 NORTHLAND SURVEYING, INC.
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co
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co p 0 200 400 "' •""" ��RQERTS, WI 54023 �
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M N00 "E 1335.05 33.08' I
Z � 707.W 594.97'
p 1301.97 I
iQ WEST LINE OF THE NE1 /4 OF THE NE1 /4 SOO 627.31'
. ...................... . ... 594.23' 33.08'
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) RADIUS 1054.6N Va�° �'� T Iy
-'� CENTRAL ANGLE 03 30'24"
�- ° D CHORD BEARING S03°38'03"W i lrin
F $ r CHORD LENGTH 64.54' •.� o ° S r �•�
it m ARC LENGTH 64.55
`y TANGENT IN S05°23'15
TANGENT OUT S01 SHEET 1 OF 2 SHEETS
VOI.15 Page 4202
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NE1/4 OF THE NEI /4 OF SECTION 29 AND IN PART OF THE
NW1A OF THE NW1 /4 OF SECTION 28, ALL IN T30N, RI 6W, TOWN OF EMERALD, ST.
CROIX COUNTY, WISCONSIN.
OWNER SURVEYOR
EVAN VIEREGGE EDWIN C FLANUM
1208 NAMEKAGON LOOP NORTHLAND SURVEYING, INC.
HUDSON, WI 54016 856 A HWY "65"
ROBERTS, WI 54023
SURVEYOR'S CERTIFICATE
I, Edwin C. Flanum, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Evan
Vieregge, I have surveyed, mapped and described the land parcel which is represented by this
Certified Survey Map; that the exterior boundary of the land parcel surveyed and mapped is
described as follows:
A parcel of land located in part of the NE1 /4 of the NE1 /4 of Section 29 and in part of the NW1 /4 of
the NW1A of Section 28, all in T30N, R1 6W, Town of Emerald, St. Croix County, Wisconsin;
described as follows:
Commencing at the NE Corner of Section 29; thence S00 0 10'12 "W, along the east line of the NE1 /4
of said Section 29, 725.90 feet to the south line of Lot 1 of a Certified Survey Map recorded in
Volume 8, Page 2369 at the St. Croix County Register of Deeds office, being the point of beginning;
thence S89 0 49'48 "E on the easterly extention of said south line, 22.65 feet to the west line of 230th
Street and a point on a 1054.64 foot radius curve, concave easterly, whose central angle measures
03 0 3024% whose chord bears S03 0 38'03 "W and measures 64.54 feet; thence southerly, along said
west line and the arc of said curve, 64.55 feet to the point of tangency; thence S01 along
said west line, 547.44 feet to the south line of the NW1 /4 of the NW1 /4 of Section 28; thence
N85 0 49'45 "W, along said south line, 2.41 feet to the SE corner of the NE1 /4 of the NE1 /4 of said
Section 29; thence N85 °25'41 "W, along the south line of said NE1 /4 of the NE1 /4, 1330.40 feet to
the west line of said NE1 /4 of the NE1 /4; thence N00 0 37'08 "E, along said west line, 1335.05 feet to
the north line of said NE1 /4; thence S85 0 29'39 "E, along said north line, 1155.90 feet to the
northwesterly line of said Lot 1; thence S39 along said northwesterly line, 239.66 feet to the
west line of said Lot 1; thence S00 0 10'12 "W, along said west line, 553.02 feet to the south line of said
Lot 1; thence S89 0 49'48 "E, along said south line, 315.45 feet to the point of beginning. Described
parcel contains 35.70 acres (1,555,256 Sq. Ft.) and is subject to Town Road (140th Avenue)
right -of -way.
Parcel is subject to all easements, restrictions and covenants of record.
1, 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 current provisions of Chapter
236.34 of the Wisconsin Statutes and Land Subdivision Ordinance of the County of St. Croix in
surveying and mapping same.
EDWIN C.
* FL ANUM •
T HUDSON
�i , • WIS �.••��,.
I�
too 1% 1 ` 1Qi
111 `a/
Each parcel shown on this map (plat) is subject to State and County 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 for advice.
SHEET 2 OF 2 SHEETS
Vol. IS Page 4202
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4'70462
CER TZFI ED S Y MAP
Located in the NE 1 /4 of the NE 1 /4 of Section 29, T 30N, R 16W , T own of
Emerald, St. Croix County, Wisconsin.
Surveyed for: Robert Schlus\ler
1374 230th St.
Glenwood City, Wi. 54013
N1/4 Cor. . Unplatted Lands I
Sec. 29 _
T 30N, R 16W JgQ S 85 ' 29 ' 2 ° E
163.88 ' _9 NE or
S 5 2476,61' Sec. 29
8_
North line of �+ LE END
the NE1 /4 .n��. N 8 "W ---- --
.
1 89-52-
Section Corner
0 1"X24" Iron pipe
� ti°��• / /�� weighing 1.68 lbs
per lin. ft. set.
/ East line of the NE 1 /4
WETLAND o
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OF EXISTING O
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Rl DRIVEWAY Q
CU
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0 Home /
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O
Z IL07 I ` 6 , ! APPROVED
217, 800 Sq. Ft. (5.00 Ac.)
Including right -of -way al J �N 14 1991
211,969 Sq.Ft. (4.87 Ac.) Z I ST.CR�p(COUNN
Excluding right -of -way 1pIg111EPAf�K4PIJIHN'1I1_
• `� M1D �ONHIG GO�AM111EE
Utility Pole
N111Nap
Bearings referac,. N 89' 49' 48 "W
enced to the East. 315.45
line of the NE 1 /4 HARVEY Q.
as sumed l'J.Pp1 &t1gc1 L�r,_}�s JOHNSON
N00° 10 "E. m g I rQ 8 -1899
SCALE IN FEET 0 s I 0' CO O HUDSON ' 3
O W 4S `•
Z
0' 25' SO' 100' 200' 300'
II�IND SU R
E1 /4 Cor.
Sec. 29 I
VOLUME 8 PAGE 2369
Drafted By: JW G 491 -1830