HomeMy WebLinkAbout022-2001-20-150 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix
Safety and Building Div��ision 116
INSPECTION REPORT Sanitary Permit No:
420680 0
GENERAL INFORMATION (ATTACH TO PERMIT) State PI g+ ID� No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. OS Z a:Tl ae /MOMS, A.
Permit Holder's Name: City Village X Township Parcel Tax No:
Winber , Steven Kinnickinnic Township 022- 2001 -20 -150
CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range/Map No:
b�2 02.(ao CST 2 35.28.18.546A10
TANK INFORMATION ELEVATION DAT
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. I t
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer (A IZ • SS
Holding St/Ht Inlet 9 2 , (4o
TANK SETBACK INFORMATION St/Ht Outlet 1
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic -> �1 1 1 Dt Bottom 14 Z , 3 S
Dosing y � HeaderlMan. , 3 O 3 3
Aeration Dist. Pipe 'O 1. f
Holding Bot. System It C 1 * %
PUMP /SIPHON INFORMATION — —wtt 12-+
Manufacturer Demand St Cover J
Est -C-�eQ GPK y
Model Number IC t ' 6tA A
` Lif �,V0 Friction o� System a 5o TDH� os Ft
Forcemain I Le I th Dia. jj Dist. to Well
L
SOIL ABSORPTION SYSTEM S' , D
BED/TRENCH Width ( Length No. Of T+eneher PIT DIMENSIONS No. Of Pits Inside Di Liquid D
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHI
INFORMATION cturer:
Type Of System: / ( } too CHAMBER
��q UNI Moe tuber:
M �M.
DISTRIBUTION SYSTEM
Header /Manifold Distribution x Hole Size x Hole Spacin Vent to Air Intake
a' a Pipe(s) �, i l / $1 1 1 / It
��
Length Dia h Length ff� • Dia !! Z— Spacing 3 [ 2 Z 1 i
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil
0 Yes [��<� No Yes ful No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspe i #2: /
Location: 1375 Halo Dr Hudson', WWII- - 54016 (NW 1/4 NE 1/4 35 T28N R18W) NA Lot 1 + Parcel No: 35.28.18.546A10
1.) Alt BM Description= y►�.w„ -.
2.) Bldg sewer length = �� 1
- amount of cover = > `f2 40, I CA%P^r• Uh. S"" 0-4 ' `
Plan revision Required? j !I Yes X No "S
Use other side for additional information. 1
� I
SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No.
Safety and Buildings Division County
V n 201 W. Washington Ave., P.O. Box 7162 T C.R0TX
sco s j n Madison, WI 53707 - 7162 Site Address ' ``
De artment of Commerce 1 3 - T _ Pl
Sanitary Permit Application Sanitary Perm Numberr /
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ if Revision p� Q �(j��
may be used for secondary purposes Privacy Law, s15. 1 m /
I. Application Information - Please Print All Informa - •- State Plan I.D. Number
TRANS. ID # 832271
Property Owner's Name Parcel Number
0 2)STEVEN WINBERG
Property Owner's Mailing Address operty c 'on I j y� 7j
1914 SHASTA DRIVE " NW A NE A • s 35 T 28 N R 18W fi
City, State Zip Cod Lot P" r Block Number
k
HUDSGN , WI 54016 715/531 -0929 Su rvrsion Name CSM Number
11. Type of Building (check all that apply) 7090 ❑City,
® I or 2 Family Dwelling - Number of Bedrooms 4 ❑Village
❑ Public /Commercial - Describe Use S
wnship KINNTCKINNIC
❑ State Owned l �, q X (p O(A S , b Lt. h Pearest Road EaS f
00 /O / 2 HALO DRIVE } cl'2�o5Q
M. Type of Permit: (Check only one box online A (numbering scheme for internal use). Complete line B if applicable)
A. I X1 New 2 ❑ Replacement System 3 ❑ Replacement of 6 11 Addition to For County use
System Tank Only Existin System
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) A
a
44 11 Non Pressurized In Ground 21� Mound < 2 4" .S ll 47 C1 Sand Filter 50 ❑Constructed Wetland
22 ❑ Pressurized In- Ground 41 ❑ H- lding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other
V. Dispersal/Treatment Area Information: ( . , re d t or
Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Ptfrcolation Rate System Elevation Final Grade
Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation
+V
600 600;; 600 -- il l. a to 12'' N/A 103.2 ✓ 105._—
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber P1aStiC
Gallons Gallons of Tanks � Z� 6� - / o Concrete Constructed Glass
New Existing Z �� ✓
Tanks Tanks
Septic or Holding Tank 1280 WTESER CONCRETE X
Dosing Chamber
800 800 1 1 WIESER CONCRETE X
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plum Signature MP/MPRS Number Business Phone Number
Z BENNIE HELGESON 220292 715/772 -3278
Plumber's Address (Street, City, State, Zip Code)
W1229 770TH AVENUE, SPRING VALLEY, WI 54767
VIII. Count /De artment Use Onl
Sanitary Permit Fee (includes Groundwater Date Issued = Signature o Stamps)
Approved ❑ Disapproved Surcharge Fee)
❑ Owner Given Initial Adverse
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7
Deterrninadoa S ' � Q .L
I X. Conditions of Approval/Reasons for Disapproval n
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ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
" Hudson, WI 54016 -7710
EROSION CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686
i
For Lot 1, 1375 Halo Drive (Kinnickinnic) — owner(s) Steven & Heidi Winberg ?61e� rr �--q7o ("r0
Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion
prevention conditions to a permit approved for issuance."
The owner is responsible for notifying all contractors performing construction on this site that an
Erosion Control Plan is in effect and the following activities will be required in order to maintain
compliance with the plan:
1. The main source for construction site runoff will be the house foundation excavation, driveway, and any soil
stockpiled until final grading and stabilization is complete. Septic system excavation/installation adds to
temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and
mulch as recommended in #5.
2. Divert contaminated runoff into vegetated buffer areas by creating temporary earthen berms graded
ALONG CONTOUR between excavation areas and any drainage ditches or waterways. Use diversions to
contain runoff on owner's property and away from adjacent properties. Maintain existing vegetation and
use a temporary diversion for the east property line, if necessary. This parcel is surrounded by existing hay
fields, with > 150 ft. buffer to Halo Drive drainage ditch.
3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves
adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt
fence or other approved sediment control products will be required if sediment cannot be contained on
owner's property with the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan
effectiveness and make recommendations to owner and building inspector for any action required to comply
with applicable regulations.
4. Construction equipment and vehicles must use only one driveway access off county /town road that is
properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow
contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers,
and other contractor's vehicles that access the property during construction. All vehicles, except those used
for mound installation, MUST stay off the entire mound site to prevent damage that would make it
unacceptable for use.
5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not
wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather
will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can
get established. Erosion control matting can be applied any time of year and if installed properly, will
provide protection even if seed germination is delayed.
The owner of record during site construction will be responsible for compliance with the ESC Plan.
Attached is a copy of "Erosion Control for Home Builders ". Please feel free to contact me with
questions or ask for assistance with erosion & sediment control i ion.
Prepared b : Pamela Quinn, oil Erosion Ins ector #66505
p Y O p /,vy L�fiy
Owner acknowledgement of ESC Plan requirements: �. J- / 1 /2003
4- h( g
r
Standard Erosion C Pl
for 1- & 2- Family Dwelling Construction Sites
According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, soil erosion
control information needs to be included on the plot plan which is submitted and approved prior
to the issuance of building permits for 1 - & 24amily dwelling units in those jurisdictions where
the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard
Erosion Control Plan is provided to assist in meeting this requirement.
Instructions:
1. Complete this plan by filling in requested information, completing the site diagram and marking
appropriate ro riate boxes on the inside of this form.
2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and
after grading. Water runoff patterns can change significantly as a site is reshaped.
3. Submit this plan at the time of building permit application.
PROJECT LOCATION .AJ(A) S T� 8 /41 U �Iticku►tiAease ind icate north
BUILDER fir; c 91oICK // OWNER S+eve- - 4A I tfli
by Completing the avow
WORKSHEET COMPLETED By _r ge"t DATE �T4 �_. 3 0 206 3
_ N r.
SITE DIAGRAM scale: 1 inch = feet
L '
EROSION
CONTROL PLAN
r .71 ' ' LEGEND
_ II
I _ _ PROPERT�I.
LINE
' I
EXISTING
DRAINAGE
I I
TD TEMPORARY
l DIVERSION
' I 1 FINISHED
-`T DRAINAGE
LIMITS OF
I GRADING
I SILT
FENCE
STRAW
I i I BALES
I GRAVEL
I
O VEGETATION
-r ( SPECIFICATION
t-
L . ! 117 TREE
I I I PRESERVATION
i
I STOCKPILED
' SOIL
1
I
m EROSION CONTROL (ALAN CHECKLIST
j c Check (✓) appropriate boxes below, and complete the site diagram
Q with necessary Information.
O
Z Site Characteristics
,. North arrow, scale, and site boundary. indicate and name adjacent streets or roadways.
[ Location of existing drainageways, streams, rivers, lakes, wetlands or welts.
Location of storm sewer inlets.
Location of existing and proposed buildings and paved areas.
.� 6
The disturbed area on the lot.
Approximate gradient and direction of slopes before grading operations.
:cam Approximate gradient and direction of slopes after grading operations
Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
ii Q Location of temporary soil storage piles.
'W1 Note: Soil storage plies should be placed behind a sediment fence, a 10 foot wide
+�# vegetative strip, or should be covered with a tarp or more than 25 feet from
gi
•;:f, -; any downslope road or drainageway.
Location of access drive(s).
- '' Note: Access drive should have 2 to 3 inch aqg ie 'g ate stone laid at least 7 feet wide
and 6 Inches thick. Drives should exterid from the roadway 50 feet or to the
house foundation (whichever is less).
r l• t }
Location of sed ment controls (filter fabric fence, straw bale fence 10- foot -wide
'fifth:' vegetative strip) that will prevent eroded soil from leaving the site.
kr
r. : w bO Location of sediment barriers around on -site storm sewer inlets.
?i
Location of diversions.
Note: Although not specifically required by code, it is recommended that ccncen-
trated flow (drainageways) be divered (re- directed) around disturbed areas.
»f ' Overland runoff (sheet fiow)rrom adjacent areas greater than 10,000 sq. ft.
? :;r should also be diverted around disturbed areas.
fR 1
i;
�. Location of practices that wilt be applied to control erosicn on steep slopes (greater than
1 12% grade).
f
Note: Such practices include maintaining existing -vegetation, placement of additional
sediment fences, diversions, and re- vegetation by sodding or seeding with use
of erosion control mats.
L Location of practices that will control erosion on areas of concentrated runoff flow.
{' Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected
from erosion through use of such practices as in- channel fabric or straw bale
trt barriers, erosion control mats, staked sod, and rock nip When used, a
given in- channel barrier should not receive drainage from more than two acres
N of unpaved area or one acre of paved area. in- channel practices should not be
installed in perennial streams {streams with year round flow).
fr.r4' �,/
,r L � Location of other plannod practices not already noted.
Uj
' 73 Indicate management strategy by checking ( ✓) the appropriate box.
f� a
t'.
z Management Strategies
F >e ycn�:
Temporary stabilization of disturbed areas.
Note: It is recommended that disturbed areas and soil piles left inactive for extended
periods of time be stabilized by seeding (between April 1 and September 15), or
by other cover, such as tarping or mulching.
Permanent stabilization of site by re- vegetation or other means as soon as possible
(lawn establishment).
` • Indicate re- vegetation method: M ❑ Sod ❑ Other
• Expected date of permanent re- vegetation: Sww 2003 _
• Fee- vegetation responsibility of: rJ Builder wrier /der
• Is temporary seeding or mulching planned if site is not seeded by
` < Sept. 15 or sodded by Nov. 15? 1 Yes C7 No
G� Use of downspout and /or sump pump outlet extensions.
a r i
I
Note: t s recomme cv ei ded that flow from downspouts and sump pump outlets be rou
through plastic drainage pipe to stable areas such as established sod or pavement.
Trapping sediment during de- watering operations.
Note: Sediment -laden discharge water from pumping operations should be ponded
u = behind a sediment barrier until most of the sediment settles out.
Proper disposal of building material waste so that pollutants and debris are not carried
off -site by wind or water.
Maintenance of erosion control practices.
Sediment will be removed from behind sediment fences and barriers
before it reaches a depth that is equal to half the height o f the barrier.
';; • Breaks and gaps in sediment fences and barriers will be repaired imme-
diately. Decomposing straw bales will be replaced (typical bale life is
three months).
• All sediment that moves off-site due to construction activity will be
cleaned up before the end of the same workday.
• All sediment that moves off -site due to storm events will be cleaned up
before the end of the next workday.
• Access drives will be maintained throughout construction.
• All installed erosion control practices will be maintained until the
disturbed areas they protect are stabilized.
For more assistance on plan preparation, refer tc the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction sir
oesr Management Handbook, and M— Extension publication Erosion Control for Home Builders.
The Wisccnsin Uniform Dwelling Code and the I.Visconsin Construction Site Best Monagernent Hondbook are available through
the State of Wisconsin Document Saes, (608) 266 -3558.
Ero ion Control for Home Builders (GV 'Q001) can be ordered through Extension Publications, (608) 262 -3346 of the
Department of Commerce, (60f:.) 2i,7
Nat'. PC
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HELGES N
EXCAVATI 0 N, Inc.
SEWER AND WATER SPECIALISTS
Plumber /CST Cert. #220292
BEN HELGESON Office (715) 772 -3278
W. 1229 770th Ave. Home (715) 772 -3127
Spring Valley, WI 54767 Fax (715) 772 -3387
January 21, 2003
Dear Plan Reviewer:
My design elevations do not match the soil tester's elevations. I located backhoe pits and BM. #1 and shot
all elevations to situate the mound in suitable test area. I talked to the soil tester to try to find out why his
elevations were so different from mine. He said there was a time when his transit was off and that this
must have been one of the sites. I could not talk the soil tester into coming out to the site or making any
revision to the soil test.
Sincerely,
Bennie Helgeson
President
BH:cb
r
Safety and Buildings
�� ,.• 4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
a TDD #: (608) 264 -8777
asconsin www.commerce.state.wi.us /sb
Department of Commerce www.wisconsin.gov
James Doyle, Governor
Cory L. Nettles, Secretary
January 24, 2003
CUST ID No.220292 ATTN.• POWTS Inspector
BENNIE W HELGESON ZONING OFFICE
HELGESON EXCAVATING ST CROIX COUNTY SPIA
W1229 770TH AVE 1101 CARMICHAEL RD
SPRING VALLEY WI 54767 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 01/24/2005 Identification Numbers
Transaction ID No. 832271
SITE: Site ID No. 655208
Steven W inberg Please refer to both identification numbers,
Halo Drive above, in all correspondence with the agency.
Town of Kinnickinnic
St Croix County
NW1 /4, NEI /4, S35, T28N, R18W
FOR:
Description: Proposed Four Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 889314
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.
The following conditions shall be met during construction or installation and prior to occupancy or use:
General Approval Conditions:
• This system is to be constructed and located in accordance with the enclosed approved plans.
• Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of
the POWTS explaining that periodic cleaning of the sep icis tank outlet filter is require a access opening
se o s erve er s ermmate a or a ove mis a gra a wit a wa e i cover.
• A Sanitary Permit must be obtained from the county where this project is located in accor ance 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.
• 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.
Owner Responsibilities:
• Comm 83.52(1)(a) - 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).
• Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
P.O.W.T S.
Condilionalfv
BENNIE W HELGESON Page 2 1/24/03
Owner Responsibilities Continued:
• The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is 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
erard M. Swim
POWTS Plan Reviewer - Integrated Services
(608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633
jswim @commerce.state.wi.us
cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544
�I
9F
INDEX SHEET
4 yF
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PROPERTY OWNER: STEVE WINBERG
1914 SHASTA DRIVE
HUDSON WI 54016
PROJECT NAME: STEVE WINBERG
PROJECT LOCATION: NW 1/4, NE 1/4 , S 35, T 28 N, R 18 W
MUNICIPALITY: TOWN OF KINNICKINNIC
COUNTY: ST CROIX
DESIGN: PRESSURE DISTRIBUTION MANUAL SBD- 10573- P(R/99)
MOUND COMPONENT MANUAL SBD - 10572 -P (R 6/99)
CONTENTS:
Page 1: Plot Plan
Page 2: Cross Section and Plan View of Mound
Page 3: Distribution Pipe Layout
Page 4: Septic Tank & Pump Chamber Cross Section & Specifications
Page 5 W1000/600-MR Zable Tank Specifications
Page 6 Pump Specifications
Page 7 POWTS Owner's Manual & Management Plan - Pg. 1
Page 8 POWTS Owner's Manual & Management Plan - Pg. 2
Name: Bennie Helgeson Signe
Address: W1229 770th Avenue
Spring Valley, WI 54767
Credential Number: 220292 Date: January 21, 2002
GEPAfRTMENT Of COMJAERCE
VISIQN Of
Ty B ILDINGS
SEE CURRESPO tNCE
.� PA DQ I u F-____
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Ia FO goy
7 n { 1 'I
-1 h
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o Page Dr
Synthetic Covering
Distribution Pipe
ASTM C 33 ,' .1. i0 5�
Medium Sand
� G
Topsoil '" F
D
3 E
b �k
/b �.
% Slope Plowed
CC:LL0f 2 '. - 2 1 2 Force Main
Aggregate
From Pump Layer
D Ft
E Ft.
Cross Section Of A Mound F , 8_ Ft.
G , S' Ft.
.r A Ft. H �_ Ft.
&� B 7 Ft.
Signed. --
r�cSa�( K �S' Ft.
License Number: ,r-�--eA
� Ft.
Yom.
Date: j Ft.
T & Ft.
W a2 19 Ft.
L
Observation Pipe
� 6 K
r ----- -- - - --
M- lf . .�- - - - - -- - --
/
Distribution L.L. Of
is
Pipe Aggregate
Observation Pipe
Plan View Of Mound
t na
Parforolad Plp. Detoll
f�-c.l rs
End V16W
Pcrlorolcd (r ]]
,4o`\o o`
PVC Pipc
`o Erin Tod
Holes Located on Bottom
are Equally Spaced
/ A,
� O{
04I0buuon...
PIP*
Distri bution Pipe Layou
P �y
R
S
x
„
Y
Hole Diameter _ Inch
Signed:
License Number:
Lateral - Inca (es)
Manifold Inches
Dace:
Force Main Inches
e0. / 0 3.7
d�,es Pei- �aJcmj 3
7a toy L- .vLbeA.-
o f o .e
N- t s
Page 4 Of g
SEPTIC TANK l; PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS
4" fiX -VENT PIPE 12" MIN. ABOVE GRADE E NEATNERPROOF JUNCTION BOX APPROVED
25' FROM DOOR, WINDOW OR WITH CONDUIT MANHOLE COVER
FRESH AIR INTAKE W/ PADLOCK E
�--- -- WARNING LABEL
FINISHED GRADE r 1 4" MIN.
,
y UeSERVATivld
lg" IN • PIPE �� 18 rntr►.
INLET r I
�
WATER Ti T S GAS-
TIGHT �► )APPROVED
F11.� A SEAL JOINTS WITH
ZA $E I- _± ALM APPROVED PIPE
APPROVED B ON 3' ONTO
PIPE 3' p'&x16 — 1 SOLID SOIL
ONTO SOLID C
SOIL --- OFF
PUMP OFF ELEV . ��•� FT.
D
3" APPROVED BEDDING UNDER TANK CONCRETE PAD
SPECIFICATIONS L
SEPTIC / DOSE /7 S
TANK MANUFACTURER: (�, S -«'
TANK SIZES: SEPTIC 8y GAL. DOSE VOLUME INCLUDING ! ILI) IGAL•
DOSE C _0 GAL.
/ CAPACITIES: A = � q INCHES = , 7 GAL•
ALARM MANUFACTURER: S r� SySr�"�3
MODEL NUMBER: i bi- B = 2 INCHES = yI GAL.
SWITCH TYPE: r/61J
C = INCHES = GAL.
PUMP MANUFACTURER: GAL.
MODEL NUMBER: D INCHES =.
SWITCH TYPE: �oa
DISCHARGE RATE I.g. GPM PUMP E ALARM WIRING AS PER ILHR 16 WAC
REQUIRE
/'7 FEET
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE• FEET
r"+ MINIMUM NETWORK SUPPLY PRESSURE - �� FEET
+ /� FEET FORCEMAIN X ,(,� FT /100 F
_
TOTALIDYNAMICAHEAD : 7� FEET
WIDTH DIAMETER
INTERNAL DIMENSIONS OF PUMP TANK: // LIQUID UM F / / /'
cal 0 , W 0 6'' AP- _
SIGNED: Aale
LICENSE NUMBER: DATE:
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TOTAL D e
W NAMIC HEAD /CAPACITY 4 HEAD CAPACITY CURVE 3 7/6 6 1/4 PER MINUTE
MODELS "140/4140 EFFLUENT AND DEWATERING 4 5/e
Ft. Meters Gal. Ltrs.
14 5 1.52 91 344 3
a5 _1
10 3.05 84 318 +
0
15 4.57 76 286
1 1/2 - 11 I/2 NPT
40, 140 20 6.10 65 257
2 a0
35 25 7.62 59 223
t o 30 9.14 49 185
3 0 35 10.67 38 144
40 12.19 21 79
8
25 N , 45 13.72 5 19 12 5/8
C3 LoCk VOW: 46'
4 5/16
q ��' • D` �- SK1524A
0 15
4
� 10 i
2 3 7/8 B
5 4 5/8 6
0 ° 3 7/8
U.S. GALLONS t0 20 30 a0 50 60 70 80 90 t00 110 ° _ i -
LITERS 80 110 240 320 400 o
0
0 FLO PER MINUTE 010904
1 1f2 - 11 1f2 NR
L p, I? ? t4,-
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators, for duplex systems, are available and supplied with 16 13/32
an alarm.
• Mechanical alternators, for duplex systems, are available with or without -�
alarms. 4 5/16
• Control alarm systems are available for 1 phase pumps used in simplex ,� SK15248
system. See FM0732.
• Variable level control switches are available for controlling single phase
systems.
• Double piggyback variable level float switches are available for variable SELECTION GUIDE
level long cycle controls.
• Sealed Qwik - Box available for outdoor installations. See FM1420. 1. Single piggyback variable level float switch or double piggyback variable level float
• Over 130 °F. (54 °C.) special quotation required. switch. Refer to FM0477.
• Refer to FMO806 for 200 F. applications. 2. Mechanical alternator M -Pak 10.0072 or 10 -0075.
3. See FM0712 for correct model of Electrical Altemator E -Pak.
4. Variable level control switch 10.0225 used as a control activator, specify duplex (3)
140 Series - 53 lbs. 4140 Series - 73 lbs. or (4) float system.
14014140W" MODELS Control Selection
Model Model Volts -Ph Mode Amps Simplex Duplex
N140 N4140 115 1 Non 15.0 1 or 1 &5 2 or 3 & 4
E140 E4140 230 1 Non 7.5 1 or 1 &5 2 or 3 & 4 O CAUTION
SN140 BN4140 115 1 Non 15.5 1 or 1 &5 2 or 3 & 4 All installation of controls, protection devices and wiring should be done by a qualified
BE140 BE4140 230 1 Non 7.5 1 or 1 &5 2 or 3 & 4 licensed electrician. All electrical and safety codes should be followed including the most
recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL T0: P.O. BOX 16347
LouisvNe, Ky 40256-0347 Menufmlurers
° SHIP TO: 3649 Cane Run Road S,
®
Lou KY 40211 -1961 W urYA ,-# vcr 11FIff
® (502) 778 - 2731.1(800) 928 -PUMP
http:1Avww.zoeller corn PUMP CO FAX (502) 774 -3624
0 Copyright 2001 Zoeller Co. All rights reserved.
h POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 7 of 8
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner STEVE WINBERG Septic Tank Capacity 1280 gal ❑ NA
Permit# a� Septic Tank Manufacturer WIESER CONCRETE❑ NA
DESIGN PARR ETERS Effluent Filter Manufacturer ZABEL ❑ NA
Number of Bedr ooms 4 11 NA Effluent Filter Model ZABEL A -100 ❑ NA
Number of Commercial Units IN NA Pump Tank Capacity 8 0 0 gal ❑ NA
Estimated flow (average) 300 gal /day Pum Tank Manufacturer WIESER CONCRETE ❑ NA
Design now (peak), (Estimated x 1.5) 450 qaVday Pump Manufacturer OELLER PUMP CO ❑ NA
Soil Application Rate 0.5 aUda /frz Pump Model 1 ❑ NA
Influent/Effluent Quality Monthly average' Pretreatment Unit
Fats, Oil &Grease (FOG) 530 mg /L � � Sand/Gravel Filter ❑Peat Filter
O Mechanical Aeration ❑ Wetland
Biochemical Oxygen Demand (BOD 420 mg/L ❑ Disinfection ❑ Other.
Total Suspended Solids (TSS) 5150 m /L Manufacturer
Pretreated Effluent Quality Qj NA Monthly average" Dispersal Cell(s)
Biochemical Oxygen Demand (6013 530 mg /L ❑ In- ground (gravity) ❑ In ground (pressurized)
Total Suspended Solids (TSS) 530 mg /L ❑ At -grade 119 Mound
Fecal Coliform (geometric mean) 510 cfu /100mi ❑ Drip ❑ Other
Maximum Effluent Particle Size Y Inch diameter Values typical for domestic (non - commercial) wastewater and
septic tank effluent.
*• Values typical for pretreated wastewater.
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every 2 ❑ months Q year(s) (Maximum 3 yrs.)
Pump out contents of tank(s) When combined sludge and scum equals one -third (Y,) of tank volume
Inspect dispersal cell(s) At least once every 2 ❑ months Q year(s) (Maximum 3 yrs.)
Clean effluent filter At least once every 1 ❑ months . Q year(s)
Inspect'pump, pump controls & alarm At least once every 1 ❑ months Q year(s) ❑ NA
Flush laterals and pressure test At least once every 3 ❑ months Q year(s) ❑ NA
Other At least once every ❑ months ❑ year(s) ❑ NA
Other At least once every ❑ months ❑ year(s) ❑ NA
MAINTENANCE INSTRUCTIONS win licenses or
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following
certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer, Septage
Servicing Operator. Tank inspections must include a visual Inspection of the tank(s) to identify any missing or broken
hardware, Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up
or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels
In the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the
ground surface may indicate a failing condition and requires the Immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one -third (Y,) or more of the tank volume, the
entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR
113, Wisconsin Administrative Code.
The servicing of effluent filters, mechanical or pressurized POWTS components, pretreattment components; and any
other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION.
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other
chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are
detected have the contents of the tank(s) removed by a septage servicing operator prior to use.
OWNER: STEVE WINBERG Page 8 of 8
System startup shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages tanks fill above normal highwater levels. When power is restored the excess
9 pump P may
wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result In the
backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a
Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to
assist in manually operating the pump controls to restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact,
the area within 15 feet down slope of any mound or at -grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life
of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss;'diapers;
disinfectants; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat
scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the
system is properly and safely abandoned in compliance with ch. Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space
filled with soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code
compliant replacement system:
O A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil
absorption system. The replacement area should be protected from disturbance and compaction. and should not
be infringed upon by required setbacks from existing arid proposed structure, lot lines and wells. Failure to
protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable
replacement area. Replacement systems must comply with the rules in effect at that time.
O A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in
POWTS
technology a holding tank may be Installed as a last resort to replace the failed POWTS.
0 The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and
site evaluation must be performed to locate a suitable replacement area. If no replacement area Is available a
holding tank may be installed as a last resort to replace the failed POWTS.
M Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at
the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY
RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name HELGESON EXCAVATION INC Name JOHNSO
Phone 715/772 -3278 Phone 715/273-5811
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Name JOHNSON SANITATION Agency ST. CROIX COUNT ZONING
Phone 715/273 -5811
Phone 715/386-
This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies. This document meats
the minimum requirements of ch. Comm 83.22(2)(b)(1)(d)&(0 and 83.54(1), (2) & (3), Wisconsin Administrative Code. Use of this document does not
guarantee the performance of the POWTS. GMW (2101)
;:.. T
Wisconsin Department of Commerce "Ev ION, ORT Page 1 of �
DivWon of Safety and Buildings ,
in accordance w;kii�he mm 8 1' m. Code '�Attach complete site plan on paper not less than 81/2 x s in size .,laid 4A ounty C Z
include, but not limited to: vertical and horizontal referen nt { Qir lion - arcel I.D. JO 1 N G
percent slope, scale or dimensions, north arrow, and to nd sfan 41V-st road`
Please print all inforfnati . �,� COG�F, � 1 Reviewed by Date
Personal information you provide may be used for secondary purpose ?
�ciLa aw, S. 15.0
Property Owner o lion
6 L ZN N W (� C I�Z - 1 ` ~ Ge�E -EeE N\4 114 N)E 1/4 S 3 S T N R 1 Qi E (or
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
t . - P V?4�: ) oSEdo eSK-I
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
TzwM C-+6-US I k,i SttuZZ I (ntS) Lab- lI - 1Z Lc V`r�Un 'I)R1ve'
New Construction Use: ® Residential 1 Number of bedrooms _ Code derived design flow rate b 00 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material L iz� e'ms OU M - U- Flood Plain elevation if applicable ft.
General comments
and recommendations:
Y'-' L'Q'MU Z L4" Op S Q V�OhI
P*'
L . cy q -
Boring #
❑ Boring
® pit Ground surface elev. I U • b ft. Depth to limiting factor 15 in:
Soil Application 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 - - s i l z ��b vn-t� cS . S .a
Z �u -�S 10 �t by t - s ic 1 Z- S l�k yn `F1- � g t • � - 6
3 tiS- Z �S7R 4�L Clr9. -� •S Li ►Z 5J>; eSb /► -�'Pf- _ . Z -3
................
❑
Boring # Boring
a R g
® pit Ground surface elev. ft. Depth to limiting factor t Z in.
Soil Application 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
Q_ � 231Z 51�� Z `F S � h. ►►�' ° u s
Z '2 - tZ 1 0 -1 fz- vl3
3 1 3 �.SY2y! et 1s'�I� sly c� 1�-sbk m�
' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign re CST Number
Arthur L. Wegerer 0) 220254
Address W e g e r e r Soil Testing & Design Service
e r v i c e Date Evaluation Conducted Telephone Number
421 N. Hain St. giver Falls, [II 54022 IV - 715 -425 -0165
r
t --
Property Owner Parcel ID # _ -� L W G Page Z of
F1 3
Boring # ❑ Boring .�.
® pit Ground surface elev. 0 ) 9 - S ft. Depth to limiting factor
Soil plication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
In. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh.
Eff#1 Eff#2
o - I-b' -d 2 3 L 2 — s i b Z `Psbk M`f� q• � — • s - 8
Z — I LZ 10Y2 in �
S -8
3 1'Z o - 7 .Sy 2 J 9 C l -3 V 2 5./e c) cs bk rn '
F-1 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 GPD /ft
In. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 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 GPD/ft
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg1L • 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.
SBD -8330 (R,6=)
PLOT PLAN Page 3 of 3
Scale 1' = U p'
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F= o�o�sr� D2,
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- t. 3 — 1-01 715- 425 -0165 220254 0)
CST Signature Date Telephone I•To. CST No. Job NO.
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer
Mailing Address fi/- `15 a- : J� z - Dk i z� e
Property Address 13 " 7 5 4 I o r i ve
(Verification required from Planning Department for new construction)
l — 20 -/60
City /State � /JET FC S W.T Parcel Identification Number 3% L a-' _ 661 - �0 - loo
�lW�1
0
LEGAL DESCRIPTION
Property Location NG) '/4, AJz , t / 4 , Sec. _3 T a� N -RAW, Town of
Subdivision , Lot # !
1
Certified Survey Map # 7 a , Volume , Page #
,a ee_�ye�► �i 1 �t , o / CS/� r !S
Warranty Deed # Volume Page #
Spec house O yes (�J no Lot lines identifiable [l yes 0 no
SYSTEM MAINTENANCE
Improper use and maintenance of y our 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 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.
Uwe, 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.
vu
SIGNATURE OF APPLICA 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 virtu of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLICAN
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
'J 2059' 9 699819
DOCUMENT NUMBER REGISTER H WALSH DEEDS
WARRANTY DE ED ST. CROIX CO.. MI
RECEIVED FOR RECORD
Glenn M. Wachtler and Tera L. Wachtler, husband and wife, Grantor, 11/25/2002 10:00AM
conveys and warrants to Steven D. Winberg and Heidi J. Winberg, husband EXQPT #
and wife, holding as survivorship marital property, Grantees, the
following described real estate in St. Croix County, State of REC FEE 11. a
wisconsin: TRANS FEE: 150.00
LOT ONE (1) OF CERTIFIED SURVEY MAP IN VOLUME SIXTEEN (16) OF CERTIFIED COPY FEE:
SURVEY MAPS, PAGE 4278, AS DOCUMENT NUMBER 676237, FILED IN ST. CROIX CERT COPY FEE:
COUNTY REGISTER OF DEEDS OFFICE ON APRIL 15, 2002, BEING LOCATED IN THE PAGES: 1
NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW 1/4 OF NE 1/4) OF
SECTION THIRTY FIVE (35), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE
EIGHTEEN (18) WEST, FORMERLY BEING CERTIFIED SURVEY MAP IN VOLUME
FIFTEEN (15), PAGE 4090, AS DOCUMENT NUMBER 646713, TOWN OF
KINNICKINNIC.
Subject to Halo Drive right of way. NAME AND RETURN ADDRESS
Mobile, manufactured, prefabricated system, double wide or multi - family Rodli, Beskar, Boles & Krueger, S.C.
homes are prohibited and the total above ground finished square footage 219 North Main Street
of any personal residences will be no less than 1,100 square feet and rG Cox 130
total finished square footage of a living area will be no less than River Falls, WI 54022
1,400 square feet. This provision shall be considered to be a
restrictive condition and shall run with the land.
ozz tool- zo -o/0 0
Parcel Identification Number
This is not homestead property.
Exception to warranties:
All easements, restrictions and rights -of -way of record, if any.
Dated this 8 t h day of November, 2002.
(SEAL) L //`�� (SEAL)
Glenn M. Wachtler
(SEAL) 0aeJ (SEAL)
Tera L. Wachtler
AUTHENTICATION ACKNOWLEDGMENT
Signatures Of Glenn M. Wachtler and STATE OF WISCONSIN )
O
Tera L. Wachtler COUNTY )
authenticated this 8 th day of Novenb er 2002 Personally came before me this day of November, 2002
the above named Glenn M. Wachtler and Tera L. Wachtler
to me known to be the persons(s) who executed the
foregoing instrument and acknowledge the same.
Kenneth C. Pletcher
TITLE: MEMBER STATE BAR OF WISCONSIN (Signature)
(If not,
authorized by 5706.06, Wis. Stats.) * (Name Printed or Typed)
THIS INSTRUMENT WAS DRAFTED BY: Notary Public County, Wis.
Leo A. Beskar, Attorney My commission is permanent. (If not, expiration date:)
RODLI, BESKAR, BOLES & KRUEGER, S.C.
219 North Main Street, P.O. Box 138
River Falls, WI 54022
11/64/2602 61:56 7156845456 BAKKE EX PAGE 64
CERTIFIED SURVEY NIAF
Glenn and Tern Wachtler
Lou 1 2, 3 and 4 of that Certified Sury ey Map recorded m V - e st 114
St.
Croix y�sd M��p�a �i �1° the Northwest
of the Northeast 114 of Sc pm MA 18 W, Town of KinrnakinnW,
St. Croix County, Wisconsin
O St Pam ADD eve � Oast pm go i re"b d It SL ctds
hirer Fm11, WI. 1 y Y i Oaks Rya d tarti w tbm w
JMLA n 1n. HE vo i Sad�� Ave
Nwlh OlrhrCanr North W6 WV 114 • Ne 1N 8ed on �6 / som 35
SaNOn33, T"N�. \W - -• -Fut 2(X!3.6; --•- ! r lbt -
10L'... litrst 131677'-
Curve We(Qm-1:21 A m , - �
x:1542.@ ��'3 71 9B6 ab� 13351 h _ r '7387T
`
R BIOtlOn 35, Y 1t N, to W
Clod C � w N 0ll4V31' W I+o it 9e�ok lw c ` G+ Lo"r 3 LOT 2 ti , e•'"►«r wlm►lunl
T
N 1701 V 0 •
T r >s3
$2- }
N 63'+011' YB „I
ha Bmpk
_ l� R U ( - Y M AP g
it
L't I W 32.29D Aea.Fi.4 6,573 64 11 $
(M, RAM H
779Asm a 1,314,717 Sq. n,
_>td.WVl)
Uj 1 wd. lot 4. i
33,&vVA
II
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I41 fa &MM tkw WV 114 NE 35
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T 71NR10W MU
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t.�1T z AREA DMW: Apd 3, 2W
a32s..� araM LEGEND
y199.ar ar45,79v rp (t n � U�
g 16x1➢1 A • Found 1" Iron Nina / �
EA&inL 1. -3W j A _983ui mq . I< SON" C011Mf Not 6
311 0 0041, F* (a nobd)
nLiN�olfalw3dum�iWaft Lut h 7.6Abi�er_ge40dOTM.{L
Worts FWW SHEET 1 of Z
�S >rlauRl�n dratted try Mari w. ��.
m CnA3 � p0 °o at
_ i'7 c G[ C w 9 � =l i i G CU
W ' Val
Y ix to
CERTIFIED SURVEY MAP
Glenn and Tera Wachtler
The Northwest 1/4 of the Northeast 1/4 of Section 35, T 28 N, R 18 W,
Town of Kinnickinnic, St. Croix County, Wisconsin
OWNERS ADDRESS Nor>r
81 Ponderosa Dnve An erasion contra► Nan will be required by the St. Crei:
River Falls, W1. County Z*Wq Office prior to cosuh'uctlon on three lots.
'.Ql_�1PL&T _I D $ North line NE 1/4 �-
North Quarter Comer North line NW 1/4 - NE 1/4 Section 35 35 I $elldY�y Mgp
Section 35,7 28 N, R 18 W .... East 2633.54---- , Val. 13 lb". No*
Curve Data (Curve 1.21 `�� �n� - - East 1316.77_- --
Radius =1552.42 .,+ / — 219.28' 19. — 3 •t - -
Central Angle = 03'57'20' 578.38 ��g 6g1'` • Z08�0 3�'4 21 9.2TT� _ 1 ' x'1318 77
Arc = 10718' �� ` -- - - -N 89 E 1241.40 --• $ t "E�;'/
Lerglh
Chord Length = 107.15 Northeast �/ Section 35Corner N, R 18 W
Chord Bearing = N 01 41'34 W , Roadway Setback Une (TYPJ 5�� $�
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Tangat Bowi g a 1= t � � C I ° v i �merdBer)nfeen Aliurdnum
INVIrWE T N Ba r i W X 2 3 3 I LOT 3� L 2 1 �' C- I to
r 3 Y
nl
100' 100' ,q & P ;
5 1
�i of es' $
S 89 W 427.27' S 89
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I 8!999 Clcwd Canngraph <s. In< Sr. C'kxd. MN 56301 � "�''" -
SEE P AGE 30
N �` • 196.6 �' •40 Dan & Jacque &n &IZrz• N�aHansene da 69.5 Simonson
38.9 Ameler
Harold „; F Lenertz •• 85 Nelson 200 - 72.5 Farm Inc
Hunter • ""° Gloria 8 1.8 Arnold& 6 z ° a
S 40 Abdul nbaul -I 193.3 E g
Vorwald m> 116.7 152.4 &shams Q ;
197.5 SS 388.8 a
• s 3 M °zt Heinbuch 94 2
4+eph • ,. •eahm l3&H ' n9 1 e a_e Trust
k Daniel 120 Fmde k rn0mp a r a, • Robert & s 1 N I c Gerald &
ms Robert
e•a2 & Jean y .g • • & 40 n wtr.inL < 34 Barbara Mark & 8 ; 170.2 &pons Kathleen
Shaw ° z I ' dWfe A`e Ickler Laurie 1I
Alvin I Robert Garbe d Benson eta!
• James Lenem Alvin & Holly Lisa °R - Garbe ° 160
40 ° Lubich 80 van Beek Sollom Delander &A
78 S Trust eta1 w 50 118 w.9 • 21 53 N
I Gordon & lames
Alvin ,.n 1
V&M(k,ak �'. N �A '• • Pinski SUSan she'll Mueller Joanna &Mary Fisk
g n Arnold & 115
0 563 Su
r & z °• • Beek • • Qz 35 '' '° Marcella Lueck
j r J 170 L&1.11,nr • a • • 4 19 mner Ed-D. g 80 160
e Ray 21 m.e• „_ F650 9 Rr 8f, F V1.
n'n .�nM Lisa l'&I Watxn•r 2° c 9< K&D •. c ar U&N Me ,r Ma ry K &P Aei. 160
57 73.g x1° o r&M 0 127.3 rain• •
"a Hill uh 160 180 65 •tax
M4 - I °age u.s �' 20 z N 3. Pm1r 1- Viola
R&1 0H-1T IN' Charles& cc= _ > 2 "' s Marvin ' Faasen& Liddle
n &• - 5 Anne Kao 5 ? F" - Y„ • C genie
• is? rol Lenertz rrededrk • 27 v cc e . Johnson 158 305.7 q0 Fa & Luc{1k sm eisen ,th „ in Trs David& Philip& M t3 Gordon
. 332 Gregory& " s's N6 rreaPhoebe •M „ri, • IR Oppenheimer w zn Robert & •
113A 13 -thy aelnany P&R 3: - JI Truesdill grenr Kathryn s t & smrk, Paulson &'�thq • Trustee m Thekla Madsen
7 6 Nelron Linehan - ' taneur ,y &Tracey •smith KN a Kunr Tr •� Can IXLL %
a • 40 •179 + z Jr 42.5 'ho 40 1z s0 • 2 40
3 Mi Iwel F &l e O 65 e.l p� m J &Dorothy WI ,an • R m & i d - ' us John Agronomics Gerald Irhillipps
117.3 40 Linehan N Schmidt o&I z0.a DNR
3 37 w • _ Mickelson Inc £mhOlt. Harold
r 173.5 smrR Morrow
Vr 1v 3 aN. cr,ad -I 122.2 138 a
s �' 208.1 J 67.3 & K er;er 221 • 154.4 • F . cue • • 2 • s r " r z- J Toad & a.x �' g • • •g David q
• wore • e r David u" & vi ky David Munkittrick & 3 154 Jeffrey & Nancy - 0t 52.5 1 _ 186 39 F 139
Sd,n,eaer & Rosa CR Quiggle a V F William & Christensen eer,H ss SCrCatal B • Screaton art lr& Esther Fuller • 163.9 DNR • Gerald
y ;m •a " & • •z = (Mande CD &)udith 40 Donald & Gloria• „ Georgians 9.J ,, 39 &Robin n zo 3 •Airs C d` Phillipps
89 Kirdpu er Meller 80 Z< 573 Rider Tr Ivu,„,,,, N Rick KKK m 1t11 � ! Fam Trust
Rma& • _ James 1 v Ir z � Gerald & A � i � udlth & °Ni Z ML • F JJ Robin Rick t.ma faes • C1'r 20 140 1 •
ohn 158.7 Muy T wnky 102. John • 8a Scr a1°n J Fury t 30.5 10 6 ,0 80 58 Don0
Bettendorf n evert I. & Fuller 2
• David & • Beverly Low al 250 Dale & S, eu�a� Ra ymond &
9QQ •R a
firrmr h. 140 Juliann Luse "< TP • F i<'ks"n ludiN 2 140 ^r - �� T,, •KB q0• •Olive Jacob
80.4• 47.9 oel,nuen, z 40
• $$
asv Wiwi, m esaaw 1&K 3I ' Timothy : Howard I,• 1s • • Robert Jr , - J •
I & Ann KMxg,rt g 11. Rode..ald HaM vi,glnu imoth )ohn 30 Madsen ear aMa1 • 60
&wlahl 35 5 • Lan T_„ y Davis 40 Gordon & Wynona
lwiede 1 " 3a ; M 30.5 • tr smr� 91.3 • W - 78 80 K yri eo > $
•^ re Alan & 3t9 < 35 - M < • loM & • i _ 1 J Jr & N 2 ,l Griffey y $ IH Ir & N
>8.6 BeReclace 9 Hart &Sharm, )amen& 63.3 •MctaugNin Kimberly a U 24.J Thompson Mar 0.' Pte^
9 caws Tr Hill Aw, Solum yN iGnnge Tout �^ n 30 160 T rust
• • 39 - 44.5 ° - •° Lange 52.9 Kreaz -t ,
1.5 11 T sR 1- wOSm, 1&1 Keith & • _ • • 20 Allen &Linda • w' Perkins v Dominic Daniel &
5.1 i&C K < .26.8 Ia2 H 1 Debora • L.eota z , r&s T Haas v &sally learme
14. kl .9 R Bluhm & 7-.-,,N Andrea Andrea Y Nyhagen R&1 K �° &Kelly Flair •40 " Jeek • Clark •
M,9 lr ' I Pnrxe sm W75 40 70 River Falls TI.B 1U.1 S '7 29.3 eC 40 40
N5 T.
Dania & .. Gerald s&e Cam Land Trust St Croix
a re "_ • _• a • _ € a
742 , I- & Betty Trs 17 u
Linehan EEE y uS C ourt � � C m � °_ • $ _°
lia4n eh 411 I- r..a.a.11 a • ; rJ 1&K L&I i j 315.5 � t\ OI1ty
40 2 11.3 34 CeMmdunrs >< b � � _ +' t � a E.• � f 3
42.7 � °m - 2ii _ R ^/ Ov L51
* 2 OP MP 3 RL v `a � ?/ 95 Chn-phtt 4 r Paul
&
Rollan 112.8 138.8 a Vernon ;° 314.5 v s<de c ' %- • &sh ""`'° a sarJrm
& Deborah Km. oa, Rhs& ""v" Q t . Kramrr
Fuller Peskar3 Vernon& 91.76 3 4 s 41• = :IMCaNenre 3-z , Eugene
warm& K.rr„ g odtrc • I Daniel & Dl Stanley Arnold Adeline Peskar Me 1° Judith t Ham o v & B e"
UK g&y • David snit Bauer 101.3 y &Rose • 114.3 1 "' 20.6 F enson mlTr m Sw Tr 200 W
J Feakar Peskar Hansen
na °& H• 1�9.a 1x 39 FL 37 Yunker ` 99 A.M r. 40 • 40 rl ' Teri '
lul Sr & Is _ d _ 1A s sm,n l &L r Judith qC • & iera B uer Ga &
I Cudd Tr Cudd's Mobile Gerald 3733 4Q 219 3 , ` K, 3rarn 7 = • Hansen 9 °
3 = 101.6 ry
61.8 Home Court 65 & Carol �_ ! s wachPer • 39.9 Judith Grimm 140
JJ s9 1 0 $ 39.9
35 Kuhn John & 110 Williams Kfi Paul & - RI wr $ Su ieyPP G s E A
• Alice Margaret Walker k 4u�s<�u 213.8 177.8
.9 • • IT r. p • A • • • M ••
Hanson Tr
125.6 • se7nn +. 130 3 - • Js 5 55 Stewart ',h • x • • Vernon &
VER - 2 51.3 . = Ralph 700 40 Lena Davi�&aDebra Lucille Kelly u o
sn,_T RM m Robert& Tucci 39• 142.4 39
^• $
L S - Karen Miller j Kenneth Theodore ,� • • Dean Bei Stn • Todd & .tl
• Y & Darl Grace g g
57.3 & Ruth Lee Ni<holsnn " Nelson 120 P �Robey 159.9 w
RPCuPCIun 21' 3 40
1000 1100. PIERCE COUITIY 1200 1300 1400 1500
Reap Es Midwest Appraisal Service; Inc.
214 N. Main
AUGER River Falls, WI 54002 DENNIS R. SCHULTZ
•FARMS •HOMES •LAND WISCONSIN CERTIFIED RESIDENTIAL APPRAISER #9$
S I N C E 1 9 7 0 • COMMERCIAL
• Buyer Representation -TERRY D BLAEDORN
• Seller Representation WiSCaisIStN CERTIFIED RESIDENTIAL APPRAIS # 56
ary W. Kruger, Bill Schramm, David Hegre, P.WM. RICHARDSON "
RI REALTOR ® Broker /Owner REALTOR ® WISCONSIN CERTIFIEV RESIDENTIAL APPRaSER #60
Office (715) 425 -8400 a -mail: 1 13 S. MAIN STREET OFFICE (71 S) 4 X1 16
•+ •+r••� FAX (715) 425 -9459 krugerre@pressentercom y � �
;. MLS R �" ALU. 54022 ` FAX (715) 5 71110