HomeMy WebLinkAbout040-1261-40-000 r
• Wisconsin Department of (;ommerce PRIVATE SEWAGE SYSTEM county:
Safety and Buildings Division St. Croix
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Per 370 328 mit No.:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: ❑ City ❑ village a T n of: State Plan ID No.:
Erdman, June Troy Township
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
�•p► � ,D S 040- 1261 -40 -000
TANK INFORMATION ELEVATION DATA 12, Z,84 . /1/03
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic k Benchmar
� lTU t7 g ofo . t� l ao . a `
Dosing Alt. BM 3 -Sa
Aeration Bldg. Sewer / Ge*Q-%L
I L e
Hold' n St /Ht Inlet �O• It50. D8
TANK SETBACK INFORMATION St/ Ht Outlet �'�Z ` •Sb f
TANKTO P/L WELL BLDG. Airl to ntake ROAD Dt Inlet
Air I
Septic >spt 3`r NA Dt Bottom
►
Dosing NA Header /Man. - Rg• rob
Aeration A -Div t. e ;Q S
Holding Bot. System :�.°{ �,3�F►
6
PUMP/ SIPHON INFORMATION Final Grade
Manu cturer Demand St cover 3 • q p o Z-
Model Num GP
TDH Ift n System TDH
Loss H ead
orcemain Length Dia. Dist. Toweu
SOIL ABSORPTION SYSTEM
TRENCH Width I Length N Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIME - 3 G �•7s 2 DIMENSION
SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING M nu a urer: ""
SETBACK CHAMBER � �
INFORMATION Type O rr � r t 1 e Num er:
System: u0' • l$ $ > SD OR UNIT
DISTRIBUTION SYSTEM(( I
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. u ia. Spacing 6�0
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over K u Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center 30 Bed /Trench Edges Topsoil I ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
Inspection #1 :05'/0 ( Inspection #2:
Location: 366 Deer Valley Drive, Hudson, Wl 54016 (SE 1/4 NE 1/4 18 T28N R19W) - 1829191403 Deer Valley -Lot 24
1.) Alt BM Description =
2.) Bldg sewer length= `
- amount of cover =
Plan revision required? ❑ Yes [R
Use other side for additional information. OS— CC O(
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No.
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ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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Safety & Buildings Division
Sanitary Permit Application 201 W. Washington Ave.
In accord with Comm 83.21, Wis. Adm. Code PO Box 7302
*i,o�
Sce reverse side for instructions for completing this application Madison, WI 53707 -7302
P ersonal information you provide may be used for secondary purposes (Submit completed form to county if not
oeptirYmont d(commeree [Privacy Law, s. 15.04(1)(m)) state owned.
Attach complete plans to the coup co2y only) for the s stem, on Paper not less than 871/2 x l I inches in size.
State Sanitary Permj4jJumber ❑Check if revision to previous application State Plan I. D�N
sty C!M ' 3 � Location:
I. Application Information - Please Print all Information prop y Location
Property Owner Name
E ` � � umbe 1/4 S T r B loo r W
L: C1 Lot NumbeIocJFNumber
Property Ow�nces Mailing Address
�( bo ubdivision Name or CSM Number
Zip Code Pho Number S
City, State P
e <A11CYO D -9-er cA e
kL ❑ City
II. Type oC uilding: (check one) tJt ❑Village
9 1 or 2 Family Dwelling - No. of Bedrooms : r IFTown of�T—
Public/Commcrcial (describe use) :_
❑ State - Owned Nearest Roa
�e
Parcel Tax Numbers)
I— 4a -� t �- •1�- �y�
III. T e of Permit: Check onlY one box on line A. Check box on line B if applicabl e d 5 6• ❑ Addition to
A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. Existing System
System System Tank Onl 777 Datc Issued
Permit Number
B)
❑ A Sanitary Permit was reviousl issued
IV. Type of POWT System: (Check all that apply) Q Sand Filter ❑ Constructed Wctland
i�Non- pressurized In- ground ❑Mound
❑ Pressurized In- ground ❑ Holding Tank ❑Single Pass ❑Drip Line
❑ At- de ❑ Aerobic Treatment Unit ❑ Recirculatin O Other:
V.Dis ersal/ TreatmentArea Inform ation:-2AP'� :L_ ' t L I t / 0
l •Deign Flow (Bpd) 2. Dispersal
oposed Rate (GalsJ TA
Area 3- Dispersal Area 4. Soil Application 5. Percolation 6. System Elevation Elevation ra £
Required Prda /sq. R) tion Rate (MinJinch) C) Q
i Al j D
3'
s 3 7�) / 2 /►�
SD
VII; tank Capacrty in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Gallons Gallons Tanks Con- Con- glass
Information crete strutted
New Existing
Tanks Tanks ❑ ❑ Q ❑ Zu
07L) 0
❑ ❑ ❑
VIII. Responsibility Statement
± Mjb:CeS undersi ed, assume res onsibili for installation of the POWTS shown on the attached tans. Business Phone Number
Nazne (pri Plu is Sigma re no stamps): PRS N °• S '1 (� s r t C7'.'. r J~ O�
Plumber's Address (Street, City, State, Zip Code)
95 v
IX. County /Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss, ng nt Si t� ure (No s
Approved ❑ Owner Given Initial �Adver]seSurcharge Fee)
�vv
Determination
X. Conditions of Approval /Reasons for Disapproval: — � /;�,,.,� ,� 4 0 777
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Wiscq Department ofIndustry SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but S rrc)ix
not limited to vertical and horizontal reference point (BM),- p 0 of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distanc ne�eC road 040- 1072 -10
APPLICANT INFORMATION— PLEASE PR�k ,A`LL I FOkNATFON,> R VIEWED BY DATE5 Z�0
PROPERTY OWNER: P ERTY LOCATION
Derrick C Inc. `1`. J & it _ . . LOT SE 1/4 NE 1/4,S T N or) W 1
PROPERTY OWNER':S MAILING ADDRESS I ST G ;� (01 BLOCK # SUBD. NAME OR CSM #
1505 H #65 <`2 na Deer Valle
CITY, STATE ZIP CODE \ PHQ O] ITY (]VILLAGE [OWN NEAREST ROAD
New Richmond, WI. 54017 111246— Troy E. C ove Rd.
[ New Construction Use [X] Residential / Num i d r6o s [ )Addition to existing building
j ] Replacement Public or commercial describe
Code derived daily flo 0 Recommended design loading rate , 4 bed, gpd/ft 8 trench, gpd/ft
Absorption area required •_�- bed, ft _ �5a trench, 11 Maximum design loading rate • 4- -bed, gpd /ft f3 trench, gpd/ft
Recommended infiltration surface elevation(s) area A= 97.8— B=96.9 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material outwash Flood plain elevation, if applicable na It
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ® S (3 U ® S El ® S ❑ U [31 S [] U ® S ❑ U ❑ S ULU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
?....1..._' 1 0 -11 10 r 2/2 none 1 lcsbk mfr cs 2f .4 I .5
2 11 - 24 10 r 4 4 none sicl lcsbk mfr C1W 2f .2 .3
Ground na na .7 .8.
elev. —
1
Depth to
limiting
factor v, g
Remarks:
Boring #
1 0 -15 10 r 2/2 none 1 lcsbk mfr cs 2f .4 .5
2 2 15 -30 10 r 4/4 none sicl lcsbk mfr qW 2f .2 .3
Ground 3 —9 7. .7 .8
1 01.8 ft.
Depth to / b f
limiting 8
factor
+96"
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200
Address: 1554 200th. New Richnwd, WI 54017
Signature: Date: 5 -28 - CST Number: m02298
PROPERTYOWNER Derrick Constructio SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. # 040 - 1072 - 10
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench
`.`.' 1 0 -12 10 r 2/2 none 1 lcsbk mfr cs 2f .4 .5
3
................. 2 12 -22 10 r 4 4 none sicl lcsbk mfr gw 2f .2 .3
Ground W* Cos 0sa Mi na na .7 .8
elev.
1 00- ft.
Depth to
limiting .�
factor
it
=32 i. y
Remarks:
Boring #
1 0 -11 10 r 2/2 none 1 lcsbk mfr cs 2f .4 i .5
La 2 11 -24 10 r 4/4 none sicl lcsbk mfr gw 2f .2 .3
Ground - M1 na na 1 .7 .8
elev.
101.4ft.
Depth to -
limiting 0�0
factor
Remarks:
Boring #
- k mfr cs 2f A .5
2 16 -28 10 r 4/4 none sicl lcsbk mfr
gw 2f .2 .3
Ground 3 28 -84 7.5 r 4/4 none cos os ml na na .7 .8
elev.
A9- ft.
Depth to
limiting
9
fac�t�r4" � uA
0
Remarks:
Boring #
.................
Ground
elev. j
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
1
y
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inca 1554 200th Ave.
CSTM2298 SE4NE4 S18- T28N -R19W New Richmond, WI 54017
MPRSW -3254 town of Troy (715) 246 -6200
lot #24 -Deer VAlley
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
N
1" =40'
BM = top of SW survey stake
Alt. BM.= top of 1" pvc pipe @ el. 101.80'
N
u�
3 1 13'
b�
Gary L. Steel
5 -28 -99
8 -13 -1995 0:28AM FROM P-1
• , ..�,,�°..�•.. .,....°.., .ivlL Alva ,I C CYALUA I IUr4 RCI -VIK f toage J. a
Lame Atd Muman Relations
aura, of safety A BdkonK in accost! with ILHR 83.05, Wis. Adm. Code
COU
AAach complete site plan on paper not lose than 81/2 x 11 inches in size. Plan must indudo, but St_ Croix.
not firnited to vertica and horizontal reference point (BM), direction and % at slope, scale or PARCEL I.D. s1I
dme,nsioned, north arrow, and location and distance to nearest road. 040- 1072 -10
APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
GOVT. LOT SE 1/4 NE v4,s 11 T 2g N,R I g Icao W
PROPERTY OWNER` MAILING ADDRESS LOT 0 BLOCK # SUED. NAME OR CSM 0
1505 #65 :.24 Deer Valle
CITY, STATE ZIP CODE' PHONE NUMBER E3 [3VILLAGE SOWN NEAREST ROAD
My Ric>lifftoad, W1. 54017 171512462303 Tr2 Rd-
I $ New Construction Use (X) Residenl al / Number of bedrooms -4 ( ] Addition ro existing building
L ) Replace ( J Public or commercial describe
Code derived dally low gpd Recommended design loading rate bed, pd/tt? trench, gP.d
Absorption required _ ___ bad, 11 bench, 11 Mslxlmtun design bang rate _„ gpd/ft? ._ vench, gpolft
Reaommend®d infllaadon SUFM a elevations) azva A--97 . $- 96.9 R (as referred to silo plan bendv>*ar'k)
Additional design / $00 considerations M
Parent material outvaah Flood plain elevation, it applicable Da h
r 7S U A st'tuflabb ble for sptem CONVENTIONAL MOUND IN GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK
for stem WS p LI ®s ❑ u ®s Ulu [IS ❑ u 1 IR llul ❑ s L2u
SOIL DESCRIPTION 14 EPORT
Boring P Horizon depth Dominant Color M oft Texture Svucture Consiseerfr� Roots GPD/ft
in. Munsell tau. Sz. Cont Color tar. 5z. Sh. Bed rmii - h
1 0 -11 10y 2/2 ncm 1 10bk mfr cs 2f .4 .5
L
2• 11 -2 10 r icl lcsbk mfr Ow 2 .2 1.3
Ground
rev. -
kql-,a
040b
Writing
fare
Remarks: _ -
Boring 8
1 0-1 r 2 um 1 lesift je Cs .4 .5
U 15- 4 n k .2 .3
. i
Ground
elev. 4 7Q D _ .0
1QJ.O
Depth 10 .
Uniting
Remarks:
CST.Nama:-- Please Print GM L. Steel Phone. 715 -246 -6200
Address: 1554 200th. AY& New Ri2hoed, W154017
signature: .. ^ Date: 5 -28 -99 CST Number. tn=98
8 -13 -1995 12 :14PM FROM P.1
STEEL'S SOIL SERVICE
Gary L Steel brick C=wtryction, Inc. 1554 200th Ave_
CSTM2298 SF', Mk 618 - T18N R19W Now Richmond, WI 54017
MPRSW - 3254 torts of Troy (715)
lot #24 -Deer *VAlley
This soil evaluation vas corAuctred to satisfy a Z0133E39 >requirem mt, it may or may
not be suitatale for your use. The i mot i on of the test may or may not to as shown
as periew ant lot litres vere not establieW at the time the Lest vas conducted.
N
1
lit.= top of SW survey stake
Alt. 1BI. top Of 1" pvc pipe el. 101.80'
At
N
3%
Ir -V . 8
d
¢ 3T 1 3 f �
Cary L.. steel
5 -28-99
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 b
Number of Bedrooms
Design Flow - Peak (gpd)
-Estimated Flow - Average (gpd)
Septic Tank Capacity (gal) /COO
Soil Absorption Component Size (ft) _x Y
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) LOC20Q 3�
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
77�
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 septic tank and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure
proper operation. The filter cartridge should not be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
r
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.
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ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer � u V +C E ,, b M A4;.l
Mailing Addres ° O Q-O aU , roS��► -�, s +�O t b
Property Address
(Verification required from Planning Department for new construction)
City /State O S-A u , \ 1" I Parcel Identification Number
LEGAL DESCRIPTION
Property Location SC %4, '� 1 / 4 , Sec. �'� , T N -R W, Town of
Subdivision _��— �° `-Ey Lot #
Certified Survey Map # Volume , Page #
Warranty Deed # S q t S 4 . Volume 7 �O 0 , Page #
Spec house ❑ yes )<no Lot lines identifiable Ryes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of in out th
pump g e 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 tic tank as a treatment stage in the waste sal system
�P g ��
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and' by a
master plumber, journeymanpl*ber, 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 ed to the St. Croix County Zoning Office within 30
e three year a tion date.
SIGN OF APPLICANT `` ',� ti '„ DATE
OWNER CERTIFICATION
I (we) certify that all statements on this fo 4r true to
r it of my. �b knowledge. I (we) am (are) the owner(s) of
the prope described a by virtue of a warranty � ee �recbEMWkf'd�lstet; eeds Office.
Po 3 0
S TUBE 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
I
WARRANTY II} ;pU (Fortnrr Statutory Form). STATF OF WISMNSIN Miller -havi,i Co., Minne+utolis, ltann. ,
Form No. P W.
259154
Mr-i8 Inbentltre, Made. by Archie J. Waxon and Lois Waxon, his wife,.
grantors , o
f St. Croix County, Wisconsin, hereby convey and luarrt:)Et tu'
Jack J. Erdman and June M. Erdman, husband and wife as joint tenants
granteF!3 , of St. Croix County,
Wisconsin, for the sum of One dollar and other good and valuable consideration
the followinc tract of land in St. Croix County, State of iViscousiw-
Northeast quarter of Section Eighteen (18), Township Twenty -eight (28)
North, Range Nineteen (19) West, (NEI 18- 28 -19).
I
REGISTERS OFFICE
ST. CROIX. CO.. WIa.
Kec'd for Uscord this 17th
,59
A
naitid Hope
U.J915Ic1 of _
Deputy
in Ulcftnean Milrrraf, The said i;r,tn/or S haVChereunto sot their lhrtnrl srtru( ,ti S llri
14th tLtr) (if August .I. 1). IU 5y
SIGNED AND SEALED IN PRESENCE (IF
. .e '. •sue }?r �:J 1,) i;
....
_ GzYln T �� _
T•.t f Lois Waxon (SP. IF
F -arold , lYalt)randt --
estate of wifirunaln,
St. Cr(j>_X F'uurrtrl`
Pc)souully came brfure me, this 14th 11url of August
d. A 19 59 , the above numcd Archie J. Waxon and Lois Waxon, his wife,
to nic known to he 1 /re laysun it ho e.(rctrhrl the foreguin,- (nstritjitent and uck) , u)zvlctly('d the sttnu.
J
_ Count s.
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UNPLATTED LANDS
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OWN ED BY OTHERS w
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S0011'12 "E 923.47' MATCH LINE
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DEER VALLEY
Located in the NE1 /4 of the NE1 /4, Part of the SE1 /4 of the NE1 /4,.Part of the SW1 /4 of the NE1 /4,
and part of the NW1 /4 of the NE1 /4, of Section 18, T28N, R19W, TOWN OF TROY, ST. CROIX
COUNTY, WISCONSIN
LOT 12
2.3 Acres LOT 11
2.7 Acres
LOT 13
N 4.8 Acres
O
Z
LOT 10
p 2.7 Acres
W
k LOT 14
Q 3 2 Acres
a LOT 9
Z 3.3 Acres
� O
p LOT 15
Z LOT 16 2.3
J UNPLATTED LANDS 2-3 Acres LOT 8
p Acres 3.4 Acres
lu
Q
J
2 LOT 17
O 2.4 Acres
LOT 7
LOT 18 L 2.6 6 4.7 Acres
LOT 28
2.5 Acres LOT 22 Acres
2.9 Acres 2.7
LOT 29 Acres
6.8 Aces LOT LOT 6
2.7 Acres
LOT 19
R Acres
2.3 Acres LOT 20
>. 3.4 Ac LOT 5
O
2.7 Acres
U
LOT 4
4.8 Acres
LOT 25
2.3
Acres
LOT 3
LOT 2 3.7 Acres
2.8 Acres
LOT 26
3.3
Acres
LOT 27
2.7 Acres LOT 1
2.3 Acres
Existing
House
East Cove Road