HomeMy WebLinkAbout032-1065-50-165 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
572887 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Macanda Properties, LLC Somerset, Town of 032-1065-50-156
CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No:
/ I/V� GS 24.31.19.325826
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER .., S CAPACITY STATION BS HI FS ELEV.
Septic H Benchmark
lit cam. F•�ta., /ddd
T. ✓oS•� !aa
Dosing 4 /� Alt. BM � �v /it.71 ?3 . 9
n M, l0
F6n Bldg.Sewer
Ag, Z7 � z0 17.9q 't6 • dog
Holding St/Ht Inlet
(011:5 t- X4.7 P733. $�6.7'�
TANK SETBACK INFORMATION(t rte e_ St/Ht Outlet
TANK TO P/L WELL BLDG. Ven to Ai I take ROAD Dt Inlet
5
Septic _ Dt Bottom
Dosing 2 n I �I �7 / ,� Header/Man. /
2
�J (o � 47.35
Z
Aeration Dist.Pipe Z7 CY 7 -
Holding Bot.System /Z•Z7 7(0 -.35
a,6
PUMP/SIPHON INFORMATION Final Grade $ •(° /66"
Manufacturer Demand St CQ�er / c'3- g
(–,:)o J GPM -) 1'.+ (,O ��•�
Model Number , —
TDH Li 3 / Friction Lo System Head ^ — TDH s s�
Forcemain Length / Dia. #( Dist.to Well
✓(a z 1
SOIL ABSORPTION SYSTEM
BED/TRENCH Width / Length No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia_ Liquid Depth
DIMENSIONS 17— —1 v\.C� �-
SETBACK SYSTEM TO P/L BLDG WtL LAKE/STREAM LEACHING Manufacturer:/+
INFORMATION r CHAMBER OR
TypQ,Of System: ;D /pd UNIT Model N tuber �1�anje I- i
DISTRIBUTION SYSTEM Ite X z ,: 3Z �n -
Header/Manniifol�, // Distribution x Hole Size x Hole Spacing PeVo Air I ke
Length J Dia Length Dia Spacing �_ \
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only " "I
Depth Over Depth over xx De of T eeded/Sodded xx Mulched
Bed/Trench Center 3 �� Bedrrrench Edges Topsoil_ � _ No
Yes No Lam$ 0
COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: / _/ �S Inspection#2:
Location: 708 205th Ave Somerset,WI 54025(SW 1/4 NW 1/4 24 T31 N R1 9W) NA//Lot 1/1 Y4-ft,,"lJ Parcel No: 24.31.19.325626
1.)Alt BM Description= ` 'b J-CJ� � �+�6 d-- G�Oc�c.S Q✓\
2.)Bldg sewer length= 7C - 51 11 140 J.rse_, etb F t�
-amount of cover
Plan revision ❑ Yes No Required? Ef?
q l
Use other side for additional information.
Date Insepctor's Signature Cert.No.
SBD-6710(R.3/97)
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°$cAn~o County
Safety and Buildings Division
3 i $ 4 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
P Madison, WI 53707-7162 _
Sanitary Permit Application StateTransactipn umber
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the apprr' vemmental unit ~J
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POrmitted to Project Add ess (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provid, ay be use f~(~!>gdary A,,,,,
purposes in accordance with the Privacy Law, s. 15.04(1) f V 7 LL 20 /T
-
1. A licati n information -Please Pr' n 7 :5z-yvl U III 1:--r
Property erJs Name ST cR Gi
~nl Parcel # -
/1 3 2
Prop rty O 's Mailingress Property Location
"32,57 0 -3l
Govt
City, State . Lot
Zip Code Phone Number
Section
lrcle one
Lo
T N; R E
II. Type of Building (check all that apply) Lot #
1 or 2 Family Dwelling - Number of Bedrooms 13 Subdivision Name
Block #
❑ Public/Commercial - Describe Use
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of
V, 72- /p, Town of
III. Type o Check only one box on line A. Complete line B if Applicable)
J J
A. New S stem
y ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner
W. Type of POWTS System/Component/Device: Check all that apply)
Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑/Mound > 24// in. of suitable soil ❑ Moun << 2 in. of suitable soil) -
❑ Holding Tank ❑ Other Dispersal Component (explain) L~LtLi'?zt Z` treatm vice'(exp atl m) ` C J~ '
V. Dis ersal/Treatment Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf] Dispersal Area Proposed (sf) System Elevation
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units a c
New Tanks Existing Tanks
! G t~ ~O N L y ccJ
P 1 i 1 ✓ a U iz v~ w C7 C
Septic or Holding Tank / - Z~h JA >21
Dosing Chamber
VII. Res risibility Statement- I, the undersigned, assume res risibility for installation of the POWTS shown on the attached plans.
:Plum Name (P 'nt) Plumber' Si e ` MP/MPRS Number Business Phone Number
All
Plumber's Address (Street, City, S te, Zip Co
e -
VII Count epartment Use Only
Approved 11 Disapproved Permit Fee 1 Date Iss ed f,,11ssui7ngAge Signatu- el
❑ Owner Given Reason for Denial ~ 76
IX. ~roval/Reasons for Disapproval YLel1~~~ I AJ7E-Q 4FP716 PC- -SW&- - L1NE-r1*4X
1. Septic tank, effluent filter and Y fiv4 A-W-6!56 Btz4T.
dispersal cell must be serviced / maintained `
as per management plan provided by plumber.
2. All setback requirements must be maintained
as per ap.plirahle d
Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size
SBD-6398 (R. 11/11)
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name:
Owner's Name: - ^c
Owner's Address:
Legal Description: ,SuJ - ,v,J~~ see ;T3i/l/- /Zid
Township: 2,
County:
Subdivision Name:
Lot Number:
Parcel ID Number:
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing
Page 4 System Cross-Section
Page 5 Filter Specs
Page 6-- eMaintenance & Management Plan
Page 7 Septic Tank Maintenance Form
Page 8~ Warranty Deed
Page 9 CSM or Plat
Designer/Plumber. License Number._
Date: Phone Number 7/ s - 7917
Signature
Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01101).
Page 1
.
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1,14 Ak5.
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Wis. Dept. of Safety and Professional Services SOIL EVALUATION REPORT Page of
Division of Safety and Buildin
in accordance with SPS 385, Wisdm. Code
County
Attach corn s paper not less than 8 1/2 x 11 inches in size.
include, t r li to: v and horizontal reference point (BM), dir~j Parcel I.D.
percent , Cale ensions, north arrow, and location and dilt~e to nearesT
Please print all information. s 79'? Re ' e' Date,
Personal information you provide may be used for secondary purposes (Privac~ 0%,-, 15.04 (am)). ~(.yt/t -t
Prope er F4 Location
Govt. Lotry 1/4 1/4 S T N R E (o
Property ner's MailinAddress Lot # Block Su W. Name or S
,2L
X -3 .-7
City State Zip Code Phone Number ❑ City Village ,®Town Nearest Road
W '41 -.1
New Construction Use: ® Residential / Number of bedroom Code derived design flow rate -3b6 - GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material s 60 Flood Plain elevation if applicab e ft.
General comments M.5
and recommendations: 1
71 Boring # ld~r Boring
Idl Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2
in. Munsell Qu. Sz. Copt. Color Gr. Sz. Sh. ff#1 102
D
n Boring # Boring
J Pit Ground surface elev. ft. Depth to limiting factor.Z),~~ in.
Soil Application Rate
z
Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Pont. Color Gr. Sz. Sh. * ff#1 * 02
3
q-2- A j 1/1
4 A
* Efflu nt #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * E t #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Nam ase Pri Signature CST Number
Address Date Eva uation Conducted Telephone Number
117- Z-2 ~7/
SBD-8330 (RI 1/11)
r ~
Vw.,
Property Owner Parcel ID # Page ' of
F Boring # ❑ Boring
1 Pit Ground surface elev. GJ/ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2
in. Munsell Qu. Sz. Conk. Color Gr. Sz. Sh. " ff#1 ` ff#2
c~
R
'Ila
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 onsistence Boundary Roots GPD/ft 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2
Boring
F-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft s
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " ff#1 ff#2
* Effluent #1 = BOD , > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
I
SBD-8330 (R11/I1)
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Leaching
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LeachbW ? ~ - Trench i
Vert Or Obser4aflon Pipe Chambers
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Trench 2 eader
Leaching Chamber fiRgg eaft
Manufacturer And ModetL
EISA Rafinc~- sq ft per chamber Sa'si Application Rate 7 gpd/eq ft
n Ra Char€tbe
gpd Lea€aHca€ S€ii Ipplic ~.2
INSTALLATION INSTRUCTIONS
&M&" in pho" Zyber
I'LL- 251 PL-62'5 FILTER
INSTALLATION INSTRUCTIONS
Cen#erfdter
t wdh opening
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Step 1: Step 2: Step 3:
(A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the
(B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe.
if necessary. (B) Make sure that the housing (B) insert the filter carbidge in the
is positioned so the filter can be housing, making sure the filter
removed from the tank for cartridge is properly aligned and
maintenance and service- completely inserted in the housing.
MAINTENANCE INSTRUCTIONS
i
2Y'."'..
r 'P t ~,C,.k'` _ y rn r - -.•!:'V. ~a a`+C433 u
_4 ~ 4?r. y ~iS~,.4~ i< t~.•f S;T k;: ~ ~3:. iy~°~c~. ,,i ~ Ca
:s. s J r ~ 't.a ,y• : ~ 31' pima-•'•'.
~ s 4 Ti.•~,3 ~'~1 "~Z` l'~.5.,'~e@~f i5'~L.yyv~t?~s.•3wfi'h! 5~*~~ ~ `S.
. va' ~G 4 Y 7 ~-yy;LTi} ] 1 Mrf Sg~~I,, F~~~'\45 4- ~ K
r ~ 1 :r; -•~sr:r- y `T },"s~i s ~~~u: • s z'uir'~.~ s e ~s.
'4i. i?Z4 ?-,sa. Ei• ,+~s.y .z .s f~"",`~2~'x t55
Step 1: Step 2: Step 3:
Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back
i PLUMBING if necessary. into the the housing making sure
DO N USE
WHEN FILTER IS REMOVED (B) Pull the filter out of the housing. the fitter Is properly alighed
Hose off the filter ova the septic tank and completely inserted.
(C)
r > Y @x xQ
iJSE RUB. Eft GLOVES ' r Make sure all solids fall back into the (B) Replace septic tank cover
'NHEI. GLFANNC F{LTER" septic
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page ~of ,
FILE INFO TION SYSTEM SPECIFICATION
Owner Septic Tank Ca acit al o NA
Permit # Se tic Tank Manufacturer 14 Fs ❑ NA
Effluent Filter Manufacturer o NA
DESIGN PARAMETERS Effluent Filter Model ❑ NA
Number of bedrooms o NA Pump Tank Capacity al NA
Number of Commercial Unit ptNA Pump Tank Manufacturer NA
Estimated flow (average) gal/day Pump Manufacturer ip NA
Design flow (peak), (Estimated x 1.5) gal/day Pump Model d NA
Soil Application Rate 7 al/da /ft Pretreated Unit
Influent/Effluent Quality Monthly Average* o Sand/Gravel Filter o Peat Filter
Fats, Oils & Grease (FOG) <30 mg/L n Mechanical Aeration ❑ Wet land
Biochemical Oxygen Demand (BODs) <220 mg/L o Disinfection o Other:
Total Suspended Solids (TSS) <150 mg/L Manufacturer
Pretreated Effluent Quality ❑ NA Monthly Average** Dispersal Cell(s)
In-ground (gravity) o In-ground (pressurized)
Biochemical Oxygen Demand (BODs) <30 mg/L o At-grade o Mound
Total Suspended Solids (TSS) <30 mg/L o Drip-line o Other:
Fecal Coliform (geometric mean) <104 cfu/100mL
Maximum Effluent Particle Size '/s inch diameter * Values typical for domestic (non-commercial)
wastewater and septic tank effluent.
Values typical for pretreated wastewater.
MAINTENANCE SCHEDULE
Service Event Service Frequency
Ins ect condition of tank(s) At least once ever ❑ months _0[ ears Maximum 3 rs)
Pum out contents of tanks When combined sludge and scum equals one third ('/3) of tank volume
Inspect dispersal cells At least once eve o months at ears (Mvidmum 3 rs)
Clean effluent filter At least once ever ❑ months 9 ear(s)
Inspect um tun controls & alarm At least once eve o months ❑ year(s) NA
Flush laterals and ressure test At least once eve o months a ear(s) im NA
Other: At least once eve o months n ear(s) m NA
Other: At least once eve o months ❑ year(s) o NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or 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 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 1 13,
Wisconsin Administrative Code.
The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatment 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 my impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have
the contents of the tanks(s) removed by-a septage servicing operator prior to use.
Page of
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.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess 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 chapter 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 shalt 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:
)~I 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 and 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.
Q A suitable replacement area is not available due to setbabk 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.
Q 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.
4DD17IONAL COMMENTS
MWTS INST POWTS MAINTAINER
Name - / Name
Phone Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Name '
Phone Phone. -
`his document was dra'-t c' ance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owe uyer 4_LLV L A _<;~_7D y-i5
Mailing Address
Property Address
(Verification rapirred from Planning & Zoning Department for new construction.)
~ 5-
City/State / 1 mss- Parcel Identification Number 0 3 2,106-45
LEGAL DESCRIPTION
Property Location__::r_ il4 , V. , Sec_,::, P~, TJJ' ~N R_, 'Fownt of
Certified Survey Map # Volume z y , Page # ~3 Z s
Warranty Deed# Volume , Page
Spec house yes 6 Lot lines identifiable no
SYSTEM MAE%aTNANCE AND O CERTIFICATION
doper use and maintenance of your septic system could result in its premature farlme to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner; if needed, by a licensed pwMper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Comm~ 83.52(1) and in Chapter 12 - St Cmac County Sanitary Ordintance.
flS~S3F3.5"7--
The property owner agrees to submit to St Croix County Pig & Zoning Department a certiSeat m form, signed by the
owner and by a master plumber, journeyman plumber, restricted phnmber or a licensed pumper verifying that (1) the on-site
waste-mater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1I3 full of sludge-
1b CrM/" /l/A&) A t Pr: 0.C3;i,d vsT 52PK0C&-S
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
:andar set forth, herein. as set by u e " ariment of C and the Dcparanent of Natural Resources, Stage of Wisconsin.
, e 'd ica~on stating that your septic system has sea maintained must be completed and returned to the St Croix County Mauling &
Zoning Deparm ent within 30 days of the three year expiration date-
11-we cerdf,- 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, virtue of a warranty deed recorded in Register ofDeeds Office.
Number of bedroo
SI A OF APPLICANT(S) DATE
Amy information that is misrepresented may result in the sanitary permit being revoked by the planning & Zoning Department
ode -itn this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
ft-°nC-_ is made in the warranty deed
,R 1`~
Parcel 032-1065-50-165 07/30/2013 12:45 PM
PAGE 1 OF 1
Alt. Parcel 24.31.19.32513-31 032 - TOWN OF SOMERSET
Current OX ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
12/04/2006 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - STOVER, KELLY S & LYNDA L
KELLY S & LYNDA L STOVER
421 MEADOW LN
SOMERSET WI 54025
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description 714 205TH AVE
SC 5432 SCH DIST OF SOMERSET
SP 1700 WITC
Legal Description: Acres: 3.225 Plat: 5325-CSM 22-5325 032-2006
SEC 24 T31 N R1 9W PT SW NW FORMERLY LOT 1 Block/Condo Bldg: LOT 03
CSM 11/3175 FKA LOT 2 CSM 12/3266
(3.19A) FKA Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
AC) BEING SM 22-5325 L T 3 (3.225 AC) 24-31N-19W SW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
07 /2012 960556 W
12/22/2011 D
06125/2010 918279 SD
12/04/2006 839984 22/5325 CSM
more...
2013 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/12/2010
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.225 25,900 0 25,900 NO
Totals for 2013:
General Property 3.225 25,900 0 25,900
Woodland 0.000 0 0
Totals for 2012:
General Property 3.225 25,900 0 25,900
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
VOL 22 PAGE _5325 -
H. WALSA
S~,y REGISTER OF DEEDS
ST. CROIX CO..
t~ * RECEIVED FOR RECORD
* G } 12/04/N06 03 : 00Pt!
WEW RW MON d CERTIFIED SU
REC RVEY ?!AP FE - 15-00
3
$URV PAGES:
CERTIFIED SURVEY MAP
AT CERTIFIED
HAT E
LOCATED I N THE SWS/4 OF THE NWS/4 OFSECTION 24 T31N. ING L IXWN
. BERG LOT 2 OF TH
SOMEF~SURVEY ST CROIX COUNTY. MAP FILED IN VOLUME 19 PAG IN THE TST- CRO
COUNTY REGISTER OF DEEDS-
-N- NOICATES SECTION CORNER
REFERENCED TO THE ( AS NOTED OUTSIDE DIAMETER ) OWNER p V OP ER
BEARINGS - INDICATES 1
EAST-WEST 1/4 SECTION LINE OF IIRDN NDICATES 1FOUND 25 i OUTSIDE piA}TF~) 233 222 57FE 2
SECTION 24. PREVIOUSLY RECO~Ep IRON PIPE FOUND. DIAMETER) BALDWIN WI. RE
AS ANp ASSUMED TD BEAR - INDICATES 1 X 18" ( OUTSIDE LINEAR 540
N87°57 O5 til• I IRON PIPE WEIGHING 1.13 L.BS. /
FOOT SET AT POSITION-
t _ INDICATES PROPOSED DRIVEWAY LOCATION
UNPLATTED LANDS
r . -
S87°56'41"E 667.82'
335.35' 332.47'
I ' r
I w ~I-
;w ir)
j LOT 2
133.032 SQUARE FEET ( 3.054 ACRES )
LOT I W INCLUDING RIGHT-OF-WAY
)
I ioo I ~15' 13a C63 000 ACRES n co 130,72 EXCLl1C1ING FEET lT 300 AY v ~I n sGUARE n Iw I
DRAINAGE ESMT• ~I(t) I
cn SEE SHEET 2 OF 3. Ol~jl~ I
( cV 587049'51'E 273.16' ~IQ10 I
rl = 1
I ( > ~ll
a Sg7° 1-37-E 341.68'? LOT 3 VIO > I
DRAINAGE ESMT. W 14( 3226 ACgF jET
' SEE SHEET 2 OF 3 > °o INCLUDING RIGHT-OF-WAY
11 ~c m O `a 130.690 000 S ARE FEET a
m LOTQ ARE FEET uj w'O'UOING RRIGHT-~-WAY co
N^
v N I 0 704 SOU 5) - o is
a cu S~ IMIUDING RI T-OF-WAY ¢o v Q GARAGE LL
m
~ O
_ n
{ I g o . 130.680 SQUARE ~ Z $ El Ua
~'EXCIDOING RIGHT-OF-WAY ¢ Z cn
aaa~~~o U I 1 m
I 1 g ` a 100' BUILDING SETBACK LINE
1 cp 19.00'
r-t v u~ I n t4 m uj_
I I 1 N8 023'18"W 435.63' 66.05 cyi_NB7°55'59"W 26383' m
- J- -'35058' - I 299. :Z- -M- - - 4443 26=
2
127.72' J N87 57'05"W_ 70098 _N870!57 '05"W
EAST-WE 1/4 SECTION LINE
LOT 2 OF I
/ LOT 1 OF II C.S.M. I
I I -~S.M. I
- I I I I
VOL. 5, PAGE 1408,_ VOL_ 3_ PAGE 747.
70' 85' i DRAINAGE
N07E% LOCATION
SEE SHEET 2 OF 3 FOR
CONTIGUOUS BUILDABLE AREA
I I EASEME NITS AND I ALL BUILDINGS CONSTRUCTED ON THESE LOTS
SHALL HAVE LOWEST BUILDING OPENING~cELEVATION '
I I ELEVATION ON
LOW E384.00
(LBO ) OF 886.00 THE HIGHWATER '
i THESE LOTS IS 884.00 . ANY LADS
ARE CONST EF D PART OF THE DRAINAGE EASEMENT'
SCALE IN PREPARED 8`~:
i^ = 150' ABED s-/fN('
RVE ~ ~
FEET
150 300 1296 C I.H..E*
O' 75 NEW D• W. 54017
PHONE (715) 246-7629 SHEET 1 OF 3
jO6 Np. 0&4023 BY: TJO WR NGRA DRAFTED
5325
Vol 22 PaP8
1 of 3
k 1930
of SOIL TION REPORT Page I 3
Commerce
Division of Safety and Bum with 85, A.C.E. Soil & Site Evaluations
f gLD Attach complete site plan on paper not less than Xx 11 Plan ust SL Croix
inckr le, but not limited W. vertical and horizontal re ect i " J,-Par percent slope, scale or dmemsions, north arrow, and location lo nearest road:` r_'t)
32-1065 -5
P/~ase print a8 Jn{ornion. D7/3
Personal irf«mation ynu pncvide may be used for eaoa~r psposes fiAF /
operty Owner Property Location C 6
Pr
Helen M. Friant Trust / Roger Preble Govt. Lot SW 19 NW 19 S 24 T 3r N R 19 W
Property Owner's Mailing Address jLot# lockS Subd. Nance or CSLY ~3 718 205th Ave.jB d o CSM
City State Zip Code Phone Nuumber ~ Vitiage Town Nearest Road
Somerset i WI 54025 715-688-2893 Somerset 205 Th Ave.
f/ New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or comrneraal - Dewl e: / Q
Parent material Glacial till Flood plain elevation, if applicable na
General conrrnrents
and rte: Site suitable for mound system with 6'x 100.0' dispersal cell. Install upper edge of dispersal cell on 99.28'
contour.
1 Boring # J Boring
V1 Pit Ground srxfiace elev. 99.58 ft. Depth to Urniting factor 35" in. Sad Application Rate
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#r2
1 0-11 10yr413 none Is Osg ml gs 2f,1m 0.6 0.8
2 11-15 10yr4/6 none s Osg ml cw 1fm 0.7 1.6
3 15-35 1Oyr4/6 none fs Osg mvfr aw 1vf,f 0.5 1.0
4 35-65 1Oyr4/6 f2f7.5yr5/8 Ifs Osg mvfr cw 1vf 0.5 1.0
5 65-88 1Oyr4/4 f2d7.5yr5/8 Ives Osg mfr cW - 0.4 0.6
Loading rate of H#1 reduced to retied restricted perrrreabilRy due to presence of organic matter.
B,rkV # i Boring
11 Pit Ground Surface elev. 98.99 ft. Depth to limiting factor 63" in. Sat Application Rate
Horizon Depth Damhnant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in, Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-11 10yr3/3 none is Osg mvfr 98 2vf f 0.6 0.8
2 11-30 1Oyr4/4 none Is Osg ml cw 1vf,f 0.7 1.6
3 30-46 7.5yr4/6 none & gr Osg ml cw 1vff 0.7 1.2
4 46-63 1Oyr4/6 none fs Osg mvfr ow 1vf 0.5 1.0
5 63-80 1 Oyr4/4 m3d 7.5yr5/8 Ivfs Osg mfi - - 0.4 0.6
Loading rate of ti#1 reduced to reflect resww due to presence of organic matter. Fgf4 contains 1!S- -1/2" bands of 7.5yr4/6 is 4 - S"
intorals - banding not appear to affect horizon pem>eability.
Effluent #1 = BOD y~ 30 < 220 mg/L ai~ TSS >30 < 1 mg/L 3 Ef luent #2 = BOD <30 mg/L and TSS <,0 mglL
CST Name (Please Print) CST Number
James K Thompson 7 L=1~-= 3602
Address A.C.E. Soli & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, Wl 54020 6202005 715-248-7767
V4
property Owner Helen M. Friant Trust / Roger Parcel ID # 032-1065-50-125 Page 2 of 3
i F3]' Boring # Boring
i1+~' Pit Ground Surface elev. 94.96 ft. Depth to limiting factor 35 in. Sod AWkcabm Rate
Horbw Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-15 10yt3/3 none Is 099 mvfr gs 2vf,f 0.6 0.8
2 15-24 10yr4/4 none Is Os9 ml cw 2vf,1f 0.7 1.6
3 24-35 7.5yr4/6 none sl 2msbk mfr cw 2vf,1f 0.6 1.0
4 35-60 7.5yr4/6 12f 7.5yr5/8 8I 1 msbk mfr cw 1vf 0.4 0.7
5 60-82 1 Oyr4/4 f2d 7.5yr5/8 Ivfs 089 mfi - - 0.4 0.6
Loading rate of H#1 reduced to reflect re" permeability due to presence of organic matter.
Pit Ground Surface elev. ft. Depth to limiting factor in. Rate
F-I # 1 Sod Appbcabw
Horizon Depth Dominant Color Redox De9crow Texture Structure Consistence Boundary Roots GPDW
in. Wisell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Ef1#2
❑ Baring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Apps Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPIDW
in. Munsell Qu. Sz. Cart. Color Gr. Sz. Sh. 'Eff#1 '092
-
Effluent #1 - BQD ? 30 < 220 mgll. and TSS >30 < 150 mgJL Effluent #2 - BODS <30 mglL and TSS < 30 mglL
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.
~ SOi/2✓R~Gc0.~Oh,0~ ~
' /o~e~edProi4. Stake.
lSfinq r'od¢ ¢ Ill!
/o ~ 3 0<'~~opo.sld G~,+t
3 /,7
~Q. / 9 T~ . Of S ~S c 6,
,si, C co,)( (ey "Y.
/ 00. G0 GnL~O,.a /
99.0 9228' \ @
. Jo 99.28 ♦ 3 ~
E. 6.N1• o o{'/off 5.
~ ~C✓`. c 9S. 2f/ .
con§in4Department of Commerce SOIL AND SITE EVALUATION
vision of'Safety and Buildings Page-4 of
Bureau of integrated-Services in accordance with s. ILHR 83.09, Wis. Adm. Code
Attach complete site plan on paper not less than f~ iricheS Plan must County
include, but not limited to: vertical and horizon poifiC(BNdi~-,~rion and
/percent slope, scale or dimensions, north arr locatic~`alnd distance.tdearest road. Parcel I.D.
# /y
0 -3,
APPLICANT INFORMATION - P/ print all inform on` ' Re ''ev e~ Date
Personal information you provide may be used f nda gfgbsk' ~jiva w, s. 5: (1) (m)).
Prope Owner roperty Location
lCE ovt. of ~J 114 1/4,S T~ N,R
Property owrfees Mailing Address Block# Subd. Name CS M# /
City STa'te Zip Code Phone r ❑ city El village is Town Nearest Road
7 -
® New Construction Use: Residential / Number of bedrooms & Addition to ,existing building
❑ Replacement ❑ Public or commercial - Describe: IAJ
Code derived daily flow gpd Recommended design loading rate bed, gpdte-d-trench, gpdht2
Absorption area required bed, ft2_ trench, ft2 Maximum design loading rate 7 bed, gpd/fi2 a trench, gpd/ft2
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design/site nsiderations
Parent material - - Flood plain elevation, if applicable It
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system S ❑ u ~S ❑ U L-s ❑ u 121 s ❑ u ❑ S 21 U ❑ S La U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/fit
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
7- .V
_2 q,21 jelv~ll
Ground
elev.
Depth to
limiting
factor ;
min.
Remarks:
Boring #
57 A
T L. , CJ I
Ground -5
elev.
Depth to
limiting
factor
122114in. Re arks:
CST Nam (PI se Prt Signat e 9 Telephone No.
Address Zute CST Number
97
so G s-
• C
PROPERTY OWNER 1%r SOIL DESCRIPTION REPORT
Page of
~ r
PARCEL I.D.#l
Boring # Horizon Depth Dominant Color Mottles Texture Structure 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots
Bed , Trench
t l
Ground d
elev. i
Depth to
limiting
fa r .
>in. ;
Remarks:
Boring #
Ground _ e-j
e lev = , - -
n
Depth to
limiting
factor
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring #
1
s
Ground S-
elev. 'S
/Mfit.
Depth to
limiting ;
factor
Wi'n' Remarks:
Boring #
13
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD-8330 (R. 07/96)
r
7,A/
a
®'s~
sue-
s=97 ,
n- ,
' f - - -x--18
C s/q Y~ 32&.~
~ o N ty
NEW Rw) Y'bS4 5~3? X? .
W,00is e, -f
CERTIFIED SURVEY MAP
LOCATED IN THE SW1/4 OF THE NW114 OF SECTION 24. T31N. R19W. TOWN OF
SOMERSET, ST_ CROIX COUNTY. WISCONSIN. BEING LOT 2 OF THAT CERTIFIED
SURVEY MAP FILED TNT VOLUME 19. PAGE 4979 IN THE ST. CROIX
DEVELOPER
OWPER
6" VHV-tx~-
133 222xO STREET
-N- BALDWM WI- 54002
/00F NO BUILDINGS SHALL BE CONSTRUCTED HAVING
A BUILDING OPENING LOWER THAN BB6.00'_ ALSO.
NO CONSTRUCTION SHALL OCCUR THAT WILL
DISTURB ANY AREAS OF THESE LOTS HAVING 20%
OR GREATER SLOPES-
NOW THE CONTIGUOUS BUILDABLE AREA SHOWN FOR
LOT 2 DOES NOT INCLUDE THE. AREA OF THE 66"
WIDE PRIVATE ROADWAY EASEMENT
1
1
1
1
OUS
LOT 7 ~~A
CONTIGUOUS
S U 1..772 AACCRES AREA
m INAGE EASEMENT
-W.EBB4.00
[A
?DRAIAGE 2
° ELEVATION OF
TOP OF PIPE EASEMENT
It m =864.29 ( H_WF_ - 884-00•) YYI
I ~It x I
I t t LOT 3
I it t ~
coNTZC~,afs
I Qjl v -1 BUILDABEL AREA
(I{ t g- LOT4 r
( t t CONTIGUOUS El
I t - BUn UAE F AREA
i£1 AGES
I t 100 ST- CROIX CIUNTY ILDrNG SETBACK LINE _ ~
( ( r
ELEVATION OF J • -
414~ l TOP OF P
I ` S t = 686.44
-STREET
205m
NOM 1NfOM THE CONTIGUOUS BUILDABLE AREAS NOTED ABOVE
CONSIST OF THOSE AREAS OF THE LOTS NOT
EFFECTED BY 20% AND GREATER SLOPES AND NOT
SU13JECT TO THE DRAINAGE EASEMENTS AS SHOWN-
SCALE IN FEET 1` - 150
PREPARED BY:
1296 C.T.H. F
NEW MCHMOND. NA. 54017
THIS in+sTRi ENT DRAFTED Br: PFIONE ( 716) 246-76W JOB No_ 054m
u 2of3
Vol 22 Page 5325
,Parcel 032-1065-50-165 03/31/2008 08:11 AM
PAGE 10F1
Alt. Ptircel 24.31.19.3258-31 032 - TOWN OF SOMERSET
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
12/04/2006 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - PREBLE, RODGER L & STEPHANIE J
RODGER L & STEPHANIE J PREBLE
233 222ND ST
BALDWIN WI 54002
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 714 205TH AVE
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 3.225 Plat: 5325-CSM 22-5325 032-06
SEC 24 T31 N R1 9W PT SW NW FORMERLY LOT 1 Block/Condo Bldg: LOT 03
CSM 11/3175 FKA LOT 2 CSM 12/3266
AC) BEING CSM 22-5325 LOT 3 (31q ) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
24-31N-19W SW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
12/04/2006 839984 22/5325 CSM
06/02/2005 796508 2813/514 TD
05/11/2005 794707 19/4979 CSM
09/14/2004 774299 19/4834 CSM
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/17/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.225 49,100 0 49,100 NO
Totals for 2008:
General Property 3.225 49,100 0 49,100
Woodland 0.000 0 0
Totals for 2007:
General Property 3.225 49,100 0 49,100
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
I
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
p 15 l°j 774'39
. U
• VOL 19 OtGE4834
200C RENA W^ H
GISTER OF DEEDS
ST. CROIX CO. I
RECEI YSD FOR I?ECMORD
Si. CR,,ix CJu,%,,Ty RECEIVED F 1Ot00AM
tti""S RECCRD ~ CERTIFIED SURVEY MAP
PAOESt 2
C3 ON
1J LL7 CKl
c aq 3: 'H
s~ N
NEW- w
> is y ~
m O= J 3 N
J Z ~ F7 CU G
a * ca
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w z w D'/T MN ;]H1 30 b,11 MS S ` ti too
0 3Hl 30 3NI-1 3 031N3W INOW ~ Lu p
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i sv Toe M LS.BEeTOS 'u. I i
o
' 9Zts ' ~Jd 'ZT '10/1 NI dvN A3AF~15 SiV L -
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Vol 19 Page 4834
~ f,~ L,oT 3) CS ~ a ~S3 Z~
iv
r. e a Z
JUL. 4 I _ FILED
E a v L >
a v -
E
a
v`r
.~~o nz v
SUEttO! LM 0 O~~ 6 MAY281997 10
`r a r-J -6
to a 4X ° a Of DeecM
o
CERTIFIED SURVEY MAP ^I
Located in the Southwest Quarter of the Northwest Quarter of Section 24, Township 31 North, Rang T Ovl
19 West, Town of Somerset St. Croix County, Wisconsin. l~
Prepared for and at the request of: BEARINGS ARE REFERNCED TO THE EAST-WEST 1/4
OWNER: LINE OF SECTION 24 TOWNSHIP 31 N., RANGE 19 W.
Helon M. Friont gtrrtar►"aN~ WHICH IS ASSUMED TO BEAR N 87'57'05" W.
718 205th Avenue - - - - - - -
Somerset, WI 54025 C ~IV61, W1 r EAST LINE LOT 3
Drafted by. Kristi A. Eyiandt ON RIGHT-OF-WAY
I I
-NORTHWEST CORNER RONALD F.
I - -tj- - - - - - `
i JOHNSON
SECTION 24-31-19
(ALUM. CO. MON.)
AME fs Y i I N TH
rl
No SCAL> -----J
I 0
O <q H ~-t o 200 0 200
Z \ is O Su P'J ••1
•
~ Z <WKC Inch LE 200 feet
i
LATTED LANDS SCALE IN FEET- i
UNP I
100 3 I R= S 87'57'05" E 1173.17' 1
l i I I W - --------M S 87'56'41- E 1173.0
I w
N.. in . 10.2'
m N N TOTAL AREA LOT 3 r
1,00 c6g. I ato Z ( 802,784 SQ. FT.
I
: 18.43 ACRES r
NNI z - o1 II to z `o LOT 3
Nco II AREA EXCLUDING R.O.W.: L.OJ_L = ( I I
I
769,539 SQ. FT. C.S.M.
_ I
NII ww: 17.67 ACRES S 8757.0» E DOC._N0._551232 ~
Z N1 cn r-66 I
242.00' Q rn co
115' i ~ ~ ~ /g VOL. 113 PG. 3175 ~ 3 W 1 i ~
gi d r r y 00
z
00
L I I aD
OT 2 W
I ► O I cnl
I h I I W
w, I I I , , 01
~II roM I W ~ Q r-r. 3 3 zl
gl zz~ CO ~
N1 II II: to
Z : o ; o I o `O (0(0 ono
ZI I wLL! of a) ~ C9 to I I ~o I QI
I
~I \
G' I o) a) uj : = ~ lr r1_ I t- I I \ Q) Q et O ao
\ it II "r
^I c~N O 0 O W I r-.- I
I .-M 0 II JkQ d 0
I 0 V 0_I
I I I v,I ecq I O mQ W I fn coZI
I NN I s LO sCd, I ~I
00
Ieo
O O II Ito nu~ :f I
ZZ I i
00 I ^ 00 I SHED
I 0000 ' r i r EPTIC ~
tVl~ II II I Q i 11 11% I w
ENTERLINE )
I i ~ N ~ o'~ i II p SEE DETAI z I HO E DRIVEWAY
I IN I r ~o
I 1 r i .................r I ...,w: ...~rl
I \I
I
11 71 r 1 Q. 41 R=N87*57I05"W w
R=N87'22'42"W 435.45' r M-N8755'56"Wl i R=N87'57 05 W}` r 0003
M=N_87'23'18"W 435.63' `r -242.00' M-N87'55056"W 493.28 4
--M---444.62'
2051h Av M -------M~6. 87'57'05 W 1178.71'-
l-- - ----D----------r
T 114 CORNER R.O.W. 205thR 1= N 87'57'05" W 1178.57' AST-WEST ~N`N rr
SECTION 24-31-19 Avenue 1205TH AVENUES 114 LINE 1\~\
1 I (ALUM. CO. MON.) LOT 1 I LCT_- I UNPLATTED-LANDS
70
1 I C.S.M. I C.S.M.
,I EAST 114 CORNER
85I DOC._N0._391838 I DOC._NO.-356598 I SECTION 24-31-19
I VOL. _5,_PG.-1404 I VOL. 3,_PG._797 I (FND 1" ~P.)
- l I
- -
757'05'~ W 527198' 5271.84--
R=N 8 TOTAL AREA LOT 2 II
County Section Corner Monument 139,039 SQ. FT.
of Record 3.19 ACRES
• Set 1" x 24" Iron Pipe weighing AREA rXCLUDING R.O.W.:
a minimum of 1.13 pounds per 130,682 SQ. FT.
linear foot.
O Found Iron Pipe 3.00 ACRES
Q Well NOTE: The parcels shown on this map are subject to
- Fence State, County and Township laws, rules and regulations
M- Measured As (i.e. wetlands, minimum lot size, access to parcel, etc). t
R= Recorded As Before purchasing or developing any parcel, contact the
JOB #97021 St. Croix County Zoning Office and the appropriate Town waftm
Prepared by. Board for advice.
A & E LJNE (DESCRIPTION) DIRECTION DISTANCE
LAND SURVEYING & CIVIL ENGINEERING I.1 (R.O.W. LINE LOT 3) M = S 8755'56' E 7.47'
Phone No. (715) 246-4319 R = S 87'57'05" E ~a
109 East Third Street, P.O. Box 325 L2 WEST LINE LOT 2 N 00'18'58" W 34.60'
New Richmond, WI 54017
Sheet 1 of 2
~ w U1
L
V01. 12 Page 3266
• Parcel 032-1065-50-125 06i28i2005 02:51 PM
PAGE 10F1
Alt. Parcef#: 24.31.19.3258-10 032 - TOWN OF SOMERSET
Current X' ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
09/14/2004 00 0
Tax Address: Owner(s): * = Current Owner
* FRIANT, HELON M TRUST
HELON M TRUST FRIANT
718 205TH AVE
SOMERSET WI 54025
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 5432 SCH D OF SOMERSET
SP 1700 WITC
Legal Description: Acres: 12.314 lat: 4834-CSM 19-4834 032-04
SEC 24 T31 N R19W PT SW NW FORMERLY LOT 1 lock/Condo Bldg: LOT 02
CSM 11/3175 FKA LOT 2 CSM 12/3266
(3.19A) NKA CSM 19-4834 LOT 2 (12.314 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
AC) 24-31N-19W SW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
09/14/2004 774299 19/4834 CSM
11/08/2001 661533 1758/86 QC
07/23/1997 1207/434 TD
2005 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/13/2005
Description Class Acres Land Improve Total State Reason
Totals for 2005:
General Property 0.000 0 0 0
Woodland 0.000 0 0
I
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00