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Wiscons in Department of Commerce
Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count y'
INSPECTION REPORT St. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitanc Permit No.:
Personal Information you provice may be used for secondary purposes [Privacy Law, x.15.04 (1)(m)]. 370351
Permit Holder's Nam_ e: ❑ City ❑ Village Jj XowrxOlr State Plan ID No.:
arek Darin Richmond Township
CST BM EleZ Insp. BM Elev.: BM Description: Parcel Tax N^
r �
629. . 0 ,,A = C vu _ 026 - 1014 -20 -100
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Z (Q b Benchmark . 3 to I , 3� (3D , o
Dosing Alt. BM ' 2 4 I+F
Aeration Bldg. Sewer 7. r
Holdi St /Ht Inlet 7•t 43•x,0'
TANK SETBACK INFORMATION St/ Ht Outlet 30 93.08
TANKTO P/L WELL BLDG. ventto ROAD Dt Inlet
Air Intake
Septic b' �� NA Dt Bottom
Dosing L4 NA Header / Man.
Aeration NA Dist. Pipe q1• 2� 9 •t38 o �f
Holding--- Bot. System l �qo, yc.g+g' 3� 70.:;z
PUMP / SIPHON INFORMATION Final Grade y ,,,; �- qs, o
Man and St cover
Model Number GPM
TDH Lift Fricti Mete Ft
F n Length Dia. H Dist. To well
SOIL , A RP ION SYSTE f m
REN W Width r Length No Trenches PIT No. Of Pits Inside Dia. Liquid Depth
IMEN I N DIMENSION
SYSTEM TO P/ L or ; , �1 OR UNIT BLDG WELL LAKE /STREAM LEACHING Manut ct tu. _ �
SETBACK CHAMBER a 4
INFORMATION Type 0 8 r Moe Num
System: (��p tg1J + 3 4%
DISTRIBUTION SYSTEM -�
Header/Ma S Distribution Pipes x Hoe Size x Ho a Spacing Vent To Air intake
Length S� ia. Dia. Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: Include code discrep persons resent, etc.)
P p p
Inspection #l: I I / I / Inspection #2:
Location: 1723 112th Stree New Richmond WI 4017 (SE 1/4 SW 1/4 4 T30N R18W) - 0430185OA10 t 4
1.) Alt BM Description = (° �� �(C s+ .
2.) Bldg sewer length = 2
- amount of cover = > [g „ t t cr
3 � & A --10'p ol�
Plan revision required? []Yes f�tNo l S Z
USe other side for additional information. 1 1 1 1 1 4 + 6D
SBD - 6710 (R.3/97) Date Inspector's Signature Cert. No.
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Sanitary Permit Application Safety & Buildings Division
In accord with Comm 83.21, Wis. Adm. Code 201 W Washington Ave.
See r verse side for instructions for completing this application PO Box 7302
14 5co
Personal information you provide by purposes Madison, WI 53707.7302
aepdrtrnent &:CofftMerde [Privacy Law L -04 1 / , (Submit completed form to county if not
state owned.
Attach complete plans to the cozen co o e st o a o than 8 -1/2 x 11 inches in size.
County State Sanitary Permit Number 4 ous on State Plan I. D. Number
-
I. Application Information - Please Print all Informati ft' I t IM Location:
Property ame v �{ `001x Property Location
74r,cr/1 Gr 51 : ,Y , 1/4 /4 S T N R E
Property Owner's Mailing Address \ 1Ntr��G r Lot Number Block Number
City, SS ( Zip Code Subdivision Name or CSM Number
I1. Type of Building: (check one) ✓ f ❑ city
1 or 2 Family Dwelling - No. of Bedrooms : �{ , 3� ❑ village
❑ Public/Commercial b use)- es ' ! " Town of�,
❑ State-Owned 3 Sl• 2S �/�
Nearest Road
Parcel TaxNumber(s)
III. Type of Permit: Check only one box on line A. Check box on line B if applicable) . 3j • 9 Sa 14 — 10
A) i. ANew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System System Tank Only Existing S
ystem
B) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply) A mo
[Non- pressurized In- ground ❑ Mound [I Sand Filter ❑ Constructed Wetland
• Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
• At- de ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other.
V. Dispersal/Treatment Area Information:
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. rl Application S. Percolation Rate S em evahon 7. Final Grade
Required Proposed Rate (GalsJday /sq. R) (MinJinch) /� t C a Elevation
VII. Tank Capacity in Total I # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
5 'C' /01' ❑ ❑ ❑ ❑ ❑ 1
VIII. Responsibility Statement
I the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plum s Name (print) Plum Signature (no stamps : MPIMWRS No
Business Phone Number
Pf5p&es Address (sheet, city, zip _
IX. County/Department Use Only
❑ Disapproved I Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No stamps)
KApproved ❑ Owner Given Initial Adverse S ` eras l 3
Determination o
X. Conditions of Ap pp
/Reasons for Disa ov I•
4E
q„�,�t -�, , v,n l•� u s Pte` rcco+tita�e+ts,
Pl Plan
PROJECT ADDRESS
1
14 `� 1/4S /T N/R W TOWN�J
Byron Bird Jr. 220527 DATE — BEDROOM
CONVENTIONAL IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK
4 �1� LIFT TANK SIZE DOSE TANK SIZE
MOUND SEPTIC TANK SIZE /
HOLDING TANK SIZE LOAD RATE ABSOO AREA # of chambers
�BENCIihIARK V.R.P.
x /. �' a�aUME ELEVATION I
❑ BOREHOLE O WELL *H.R.P.
SYSTEM ELEVATION � / � 2 W�
J12' t
Sidewinder High
Capacity Leaching
Chamber with 31.8 ft n 2
per chamber
34 " Grade at System Elevation
&
N P
3 7
1 1T
b
0
a
Wisconsin Department of Commerce SOIL AND SITE EVALUATION
DWion of Safety and Buildings Page of
Bureau integrated services in accordance with s.,.ILHW$3 05, wis. Adm. Code
Attach complete site plan on paper not less than 81/2 x 11 inches in sits Plan must County
include, but not limited to: vertical and horizontal reference point (B4dirpction a lg r e �� /0 )
percent slope, scale or dimensions, north arrow, and location and di to near est r6a.' Pa" D. #
APPLICANT INFORMATION - Please print all in aqn s : CROx R ew by Data
Personal information► You provide maybe used for secondary Purposes (Privacy 15.04 (1A1TY /
v
Property Owner Property ocatio/r'
loo . tot< ' 1456, /4,S '� T O,N,R � E ( ) w
Properly Owners Matting Address /� # Subd. Name or CSM#
1' ® �02 `W r Cs 4'3 ( r3 f• 36Y
citY State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
N ? 17 ( ) � :3 4� 7
New Constriction use: ZIResidential / Number of bedrooms Addition to existing building
` ❑ Replacement EJPublic or commercial - Describe:
Code derived daily flow e2 gpd Recommended design loading rate , J i bed, gpolft - b trench, gpd/ft
Absorption area required /AGO bed, ft Odd trench, ft Maximum design loading rate � . bed, gpd/fl gpd/ft
Recommended infiltration surface elevation(s) /' 1 91 n_ +? � 02, ft (as referred to site plan benchmark)
Additional design/site considerations Ti Xe / , g, 122 �
1 D. z / � A 7 0� � a 4-14 "a-L,
Parent material ��yfz.�� — � Flood plain elevation, if applicable
S = Suitable for system I Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = unsuitable for system S ❑ u ,S ❑ u tls ❑ u I J� s ❑ u I ❑ S .9�u 1 ❑ S ,,8u
SOIL DESCRIPTION REPORT(
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Ground / /l� /' �/� N /Zl 6"
Depth to
limiting g
factor
;?/�in. 515 �
3 Remarks:
Boring #
13 Ax
Ground
/ ?" v ft.
Depth to
limiting
factor
in. Remarks:
CST Name (Please Print) S' ature , Telephone NO.
Address Date CST Number
J O�it/ ��)���• SOIL DESCRIPTION REPORT
PROPERTY OWNER Page of
PARCEL I.D.# J
Boris # Horizon Depth Dominant Color Mottles Structure 2
Boring in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots
Bed ,Trench
-
Ground 7
167
elev
ft.
Depth to
limiting
factor
7 Remarks:
Boring #
10- C' �r 2
Ground
lev
Depth to
limiting
factor
7 !/L in. Remarks:
.S S
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring # 3 4. s! ` O?/h S — 5 ,6 •S
Ground
TF �ft.
Depth to 4 Z
limiting
factor
Remarks:
Boring #
E3
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD -8330 (R. 07/96)
Soil Test Plot Plan
Pr�ject Name John Kovaleski Shl Bird
Address 1701 112th St.
New Richmond Wi 54017 CSTM #226900
Lot 4 Subdivision ---- - -- Date 3/3
S E 1 /4SW 1/434 T 30 N /R W Township Richmond
Boring Q Well PL Property Line County ST. C R O IX
r VRP Assume Eleva ft. T op of Nail with Orange Ribbon in Power Pole
�.
Sys Elev tion 9 1.291.2 * H R P Same as Alternate Benchmark
t MM FB.
Top of Survey Pipe @ 99.3
224' Pro Line
60'
$= 5 — 70' Br=a- 30'L -25'
35'
4%
Slope 45'
0
B -1
30'
r
45'
M.
CD
w
o ~'
N
r
173rd t.
r,
a'
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number 3s
Number of Bedrooms
Design Flow - Peak (gpd) LO OV
Estimated Flow - Average (gpd) 4 w
Septic Tank Capacity (gal) 5 - 0 u
Soil Absorption Component Size (ft) t S
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) 2 G $ z -
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
i
Table 3: Maintenance Schedule
Septic Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the se an outlet filter shall be assessed at least
once every 3 years by inspection. The utlet filte be cleaned as necessary to ensure
proper operatio The filter cartridge shou not be moved unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
Management Plan for a Septic Tank and Soil Absorption Component '
filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously.
Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the
time of an assessment, maintenance personnel shall advise the owner of when the next service
needs to be performed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure must
be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
3
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner /Buyer 12
Mailing Address
Property Address 5X n
(Verification required from Planning Department for new construction)
Cit y/State Parcel Identification Number
LE GAL. DESCRIPTION
Property Location '/4, '/4, Sec. 4 T3452 N -RW, Town of
SUbdivision , Lot # .
Certified Survey Map # �> >% , Volume / � , Page # �6
Warranty Deed # ' , Volume , Page #
Spec house ❑ yes fX no Lot lines identifiable X yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
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 tli ° ee ye2ex ira tion date.
S1GN: TURE OF APPLICANT DATE
OWNER CERTIFICATION
T ON
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 pro rty described above, by virtue of a warranty deed recorded in Register of Deeds Office.
A 1 4n e 1 7 d
S NATURE 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
1550PAGE263 r
STATE BAR OF WISCONSIN FORM 1 - 1999 6 31658
KATHLEEN H. WALSH
WARRANTY DEED REGISTER OF DEEDS
Document Number ST. C R O I X CO., WI
This Deed, made between Gerald F. Harvieux RECEIVED FOR RECORD
10 -12 -2000 3:00 PM
Grantor, WARRANTY DEED
and Darin H. Marek EXEMPT #
CERT COPY FEE:
COPY FEE:
TRANSFER FEE: 94.50
Grantee. RECORDING FEE: 10.00
Grantor, for a valuable consideration, conveys to Grantee the following PAGES: 1
described real estate in St. Croix County, State of
Wisconsin (the "Property ") (if more space is needed, please attach addendum):
Part of the SE 1/4 of SW 1/4 of Section 4, Township
30 North, Ranqe 18 West, St. Croix County,
Wisconsin described as follows: Lot 4 of Certified Recording Area
Survey Map filed May 21, 1999 in Vol. 13,Page 3646,
Doc. No . 603574 Name and Return Address
t)ac � v\ M aJ e IC
S3S 165*"" Ave
/Jew ?, vA oAd. w / 5
026 - 1014 -20 -100
Parcel Identification Number (PIN)
Together with all appurtenant rights, title and interests. 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
Subject to easements and restrictions of record, if any.
Dated this 11th day of October 2000
4
* Gerald F. Harvieux
* *
AUTHENTICATION ACKNOWLEDGMENT
STATE OF WISCONSIN )
Signature(s) ) ss.
St. Croix County. )
authenticated this day of Personally came before me this 11th day of
October 2000 the above named
Gerald F. Harvieux
*
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not, to me known to be the person who executed
authorized by §706.06, Wis. Stats.) the foregoing instrument and acknowledged the-saw.
I'
THIS INSTRUMENT WAS DRAFTED BY
* V
Gerald Harvieux
Notary Publq, State isconsin ; ; . '••,S
New Richmond, Wi My Commisrpn is permarlept. (If n
(Signatures may be authenticated or acknowledged. Both are not necessary.) . 4 E
WARRANTY DEED STATE BAR OF WISCONSIN 61 '
FORM No. 1-1999 C •'
*Names of persons signing in any capacity must be typed or printed below their signature.
Prodiced with ZipForm- by RE Farmshlet, LLC 18025 Rteen We Road, Clinton Township Mchigan 48038, (800) 383 -9805
CS m C - 1"4
CERTIFIED SURVEY MAP
Located In part of the Southeast Quarter of the Southwest quarter of Section 4, Township 30 North, Range 18
West, Town of Richmond, St. Croix County, Wisconsin.
Prepared for and at the request of: --- NORTH 114 COgNER -- A
OWNER: TOTAL AREA L OT 4 SEC. 4 - 30 - 16 j \
John C. and Kim D. Kovaleski 95,692 SQ. FT. / 2.20 ACRES (FNO PK NAIL) I
1701 112th Street AREA EXCLUO. R.OX. ( ��
New Richmond WI 54017 84,459 SQ. FT. 1.94 ACRES a
l
Drafted by. Krlstl A. Ey andt TOTAL AREA LOT- 1
t
JOB #98292 (Sta. 1) 92,253 SO. FT. / 2.12 ACRES I !
AREA EX GLUD, R.O.W.: i !
86,489 SQ. FT. / 1.99 ACRES
UNPLATTED ( !
N ] is1Ng2 i --- UNP LATTE D UNPL ED {
{ V 6 RRANTY DEED C.S.M.
I.A. BL
QUIT gLzA - INL DEED
r { { l VOI, 812 Pr 269 ( V 1 PG VOl PG._757 { WARRANTY QQ g {
{ Z, 71. _ s .1 s8
J L �
° — — — 1 , 27,39' CENTERLINE 17 rd AVG.
NO RTH LINE OF THE S£ 114 OF
t`SB�ga-E 464.55 173R
" %244.55' - °" 220.00• M 67.92
10 l 1 R, 0, ! �� \
i!/1 Ii { { S I o 1 7&0 Ave. { z {
— IQ — — — a ! �` $ LO
LOT 3 A poi , LQ? i i ti
`(�� N
— bo m 8t,901 SF.
J- {p � � 1.88 AC. a) ni C
�i' VOL_ 5 G. 1306 8 LA
m
I� jr, i s It 1,28.51' 61 1 1 (
Rim 1 •--214.20'- . t ° , g m au'Q L $
— — — — — '• \ r �- 242.71' 218.80'- e1 R =584 '43'00 "E �' VOL 687 { ^�
{ o N O NI IV �S$9'3fi "D4 " E ♦51.51'- ` R3 1 S84 °46'29 "E 45 0.00' �" PAGB
SIN : LOT 5 ,6�� $ ,' ov 1 h
I� I -- 461.26'- -6- --
I
!� !N to I N n A I s - - -- 432.11' - - - - -- •i � � { �
iF 1� , ` "' 335.85' - -- \ „ r '
lao ' a C t JM9'36'04'W 39.5.00' I 4{ 1
R- S89'32'35' E
{ 29.15' �S89'38'04' E RmN89'09 E 1. 1
y I 96.26'10'00% 330.00' t 1
LOT 6•
Z AREA
I 1 UNA! AT1'EO LANDS 746,361 SO. FT. ! Ir
11 { I BARN 17.13 ACRES i 1m !r-
N i
8 { 1�' l.QL $ S�D SHORE LINE AS _ ,�;��' '� �f
LOCATED ON
i� i Ir { Irn {N C.SI�. ei ® 03-02 -99
v_ 17 GR?EN� 8 z !c
I! 10 w I �� QL -3` -P G
L -- - ^' HOUSE
mo SHED \
IM I I� f �33 � J �+ I>
R. HOUSE f -m
t` SSI B1 ( / BUILDING SETBACK �� Ln
r �d " ?�• F� LINE (75' FROM
{�
D£CK
6� jT 589'36'04 "E ! , —CENTERLINE SHORE UNE) 1 1 �,
Nvmek
1�65 All
0,A.d, C'�- -5 Y o
; Y 71C2 g
Ce (
RONALD F.
JOHNSON
8-1186 CC 1 19 2
A WIS ' P n /+ • G03.)/ 4
r�;H �'R E R T I F I E Y MAP
1'
Located in part of the Southeast Quarter of the Sou er of Section 4, Township 30 North, Range 18
West, Town of Richmond, St. Croix County, Wisconsin.
Prepared for and at the request of: NORTH 114 CORNER —
OWNER TOTAL AREA LOT 4: SEC. 4 -30 -18
John C. and Kim D. Kovaleski 95,692 SO. FT. / 2.20 ACRES (FND PK NAIL)
1701 112th Street AREA EXCLUD. R.O.W.: I \
New Richmond, WI 54017 84,459 SQ. FT. 1.94 ACRES 1 \
1
L AREA LOT 5: OTA
Drafted by. Kristi A. Eylandt T 1
92,253 SO. FT. / 2.12 ACRES I I
JOB #98292 (Sta. 1) 1 i
AREA EXCLUD. R.O.W.:
86,489 SO. FT. / 1.99 ACRES I {
I•
UNPLATTED I TED UNP_L_AT UNPLATTED
_ I LOT 1 I
10 �� 1 1r w I LANDS { -- L.A1`05 I I LANDS I
Ir 1 IO z I I WARRANTY DEED QUIT CLAIM DEED
I 1 I I C.S.M. I WARRANTY DEED t
I,a tin IF I— { VOL_ 812 PG. 269 VOL _1 PG. 257 01
1QO ' Z I I VOL_ 731 PG_ 13 V._1057 PG. 438 c
m I I I p I
�- 27.39' CENTERLINE 173rd Ave. • I I
J = L NO RTH LINE OF THE S 1 4 OF THE SW 1 4 m
464.56 173R M s84 I� 1
I-a A- 244.9 -�� 220.00' — — — — - E 67.92
%\ 9 E
5'
� R.a.W. 1
17
I$i ( Z 3rd Ave i 1I \' LOT 1 I LOT 2 ° I a
1 8 LOT3w' I �.. �
O N C S � 1 (n ,V I O LR u o
-- - - - -yh "o�O.: 81,901 SF. 8, 8�I 1 uN I I
' p
1a m °� 1.88 AC. rn �� C . S .M.
rn
Z to
° S I - o� �� I O y
10 '< 1 1r • If I 1 1' rn ' ° VOL_ 5 PG. 1306 8 11
I� Io IN to j.28 51,,,. I I Lm m - - - - -- o o WARRANTY {
1a, I 1 i� N I 1 1 $ 0o Ln
10 1 1 R= SB4'43'00 "E � m m VOL_ 667 I
— — — — — °- �-- 242.71' 218.80' -�4 / I S 84. 46'29 "E a t ° PAGE 25
` Ln 1N �_ " �.r 450.00'
m CD ,,rN S89'36'04 E 461.51 �G No �\ I h
01 Oct : LOT 5 �� 6 T, I n
N- :- -- 461.26' - - -- ° %_-'S "E
IP '< 1n 1 r - / • �� r 158.40' 1 I 1 =
I Io 1N a
l0 �� I s -- - -- 432.11'-- - - - - -� 1 I I-I :tJ 1� 1� 1 \` I -- 335.85' - - - --
r
� p \ "8936'04 "W 365.00'
z l " R- S89'32'35 "E "
I rti S8936'04 "E R= N89'09'E 1 I
— — — — —
( -" , Z, 1 1 I - WARR NTl' DEED 96'26 LOT 6 N89'10'0O'E 350.00' \
V._1111_PG_ 586 Z ABEA:
UNPLATTED I-
In {' I 1 TED LANDS 8 746,361 SQ. FT.
I< I
1 1r — - _ — _� —� BARN 17,13 ACRES Ir
I� Ir I l0 � I N six N Im 10
I� I. 1. 1 , II I. 0 axa SHED
1tO ,� ' z Z I I o °_ SHORE LINE AS-_��
, 22 I 15 f LOT 1 6 LOCATED ON
_� 0 I I C.S. ® \ 03 -02 -99 �� $ n Ic
CA { I--I 1 5 VOL_ ;PG. 1397 w r GREEN 1 SHED � r^ 0 1Z
`Os o Ia 4& HOUSE I in
I>
3 33 1 R J HOUSE) , /
U NPLATTED LAND �� I 56 78 S13• BUILDING SETBACK / • • �' Iv
_ LINE (75' FROM
y\ 164 6 ` j. F S89'36'04 "E DECK /��CENTERLINE SHORE LINE) �o IZ
B 190.54' / DRIVEWAY / IN
- - - -- —� i l
IA R= N89.32'35 "W
\- S89'36'04 "E 1480.3 - --' - - -- ----- N89' -
36'04 "W 1167.62' -
�� - - -- \\ - J-------- N89'36'04 "W 2647.94'---- - - - - -- - - ---
SOUTHWEST CORNER \ � 1 ^rs • R= N89'32'35 "W SOUTH 114 CORNER
SEC. 4 -30 -18 ' 14�� ?B• SOUTH LINE OF THE SW 114 OF SECTION 4 SEC. 4 -30 -18
(ALUM. CO. MON.) ' R, S 33. Ss• (ALUM. CO. MON.)
R� er UNPLATTED LANDS LEGEND
935 ?3• County Section Corner Monument
of Record
ARC CHORD CHORD CENTRAL TANGENT 0 Set 1" x 24" Iron Pipe weighing
CURVE RADIUS LENGTH LENGTH BEARING ANGLE BEARINGS a minimum of 1.13 pounds per
A -B 121.33 27.34 27.29 N05 43.5E 12'5445 ,. 06 E N01 W linear foot.
R =N05 *21'12.5 "E '.` 1 t ,.
O Found 1" Iron Pipe
NOTE: The parcels shown on this map are subject to State, County and R= Recorded As
Township laws, rules and regulations (i.e. wetlands„ 9inimutn lot size, access
to parcel, etc.). Before purchasing or developing any parcel, contact the St. ' " " "' 'Building Setback Line
Croix County Zoning Office and the appropriate Town Board for advice. (100' from R.O.W.)
250 00
NO TH
Prepared by.
I
A & E GRAPHIC SCALE
LAND SURVEYING & CIVIL ENGINEERING SCALE IN FEET: 1 inch = 250 feet
Phone No. (715) 246 -4319 BEARINGS ARE REFERENCED TO THE NORTH -SOUTH 1/4
109 East Third Street, P.O. Box 325 LINE OF SECTION 4, TOWNSHIP 30 N., RANGE 18 W.
New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S00'50'00 "E.
Sheet 1 of 2 J ,.:
VOLUME 13 PAGE 3646