HomeMy WebLinkAbout042-1084-70-330 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
479332 0
GEN11RAL' 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:
Florin, Emily I Warren, Town of 042 - 1084 -70 -330
CST BM Elev: Insp. BM Elev: BM Description: _ (N ` / Section/Town /Range /Map No:
10 I D• O �� (' W 30.29.18.475D20
TANK INFORMATION o -�49 &,e A 111 ELEVATION D ATA
TYPE MANUFACTURER CAPACITY STATION AV BS HI FS ELEV.
h e d 17ab
Septic Z 6� Benchmark S
Dosing / ^ — o � 7 Alt. BM � J / O O
Aeration {mot Bldg. Sewer
r��v�v se,-( o (p • �. D IY, �
Holding St1Ht I_ n
77-
TANK SETBACK INFORMATION SUHt Outlet C 7 3 Y S -
TANK TO P/ WEB BLDG. Vent to Air Intake ROAD Dt Inlet /
Septic t oo t / ?2 f Dt Bottom
Dosing Header/ n. SST 7 3 �
Aeration Dist. Pipe V Cf
� S
Holding Bot. System f •� V, .
`
PUMP /SIPHON INFORMATION Final Grade -5 Z—
Manufacturer Demand St Cover 3 / �, S 3 . 1z):? O
GPM z
Model Number 5
TDH Lift Friction Loss m Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM Q
BED/TRENCH Width / Len No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3, S
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM EACHING Manu y �/ e
INFORMATION CHAMBER O
Ty Of System: t� 1 -36) t \ 30 / � / UNIT Model Number. J ,
DI RIBUTION SYSTEM k 66 bps .
Bader anifold Distribution ' x Hole Size x Hole Spacing Vent to Air Intakg
N Pipe(s) Q C/
Length ' Len
Dia _ gth D Dia 4 _-T V 4 ing_�
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 1 Yes No Jl Yes No
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:�/ y / 8 Inspection #2: / /
Location: 986 70th Avenue Roberts, WI 54023 (SE 1/4 SE 1/4 30 T229NN R1 8W) NA Lot 3 Parcel No: 30.29.18.475D20
1.) Alt BM Description = J C�OYQZ Z / �' ! 6 L�Q,d S�S ��'�`Of ° > /� 0 /+ �
2.) Bldg sewer length = IL 1 ( 'Q� A4
>
- amount of cover / �• w
Yes
Use otheS de for addition inform ion, No 3 �� I/
I, Yes Date J J , Insepctors Sig u i Cert. Nd.
SBD - 6710 (R.3/97) �L ��s f �� ..
J� G pI�I�l�J
Safety and B si CountY162
201 W. Washington Ave - , P. .
W Madison —7162 Sani YermitNumber to befilled� Co.)
isconsjn (60
/ � State Plan I.D. N77A Department o�td
Sanitary Permit Ap Canon y ou rovide
In accord with Comm 83.21, wis. Adm. Code, Pazs , 1 w, sl nation (" , P
Project Address (if different than mailing address)
Piva
may be used for secondary Purposes r
Law, s15.04(1)(m) . �, ZQ 7 4' v6 '
,
I. Applicationlnformation— PleasePtintA]llnform ` �N Lot
� parcel # # Block #
p owner's Name
D �l`y✓ Property Location
property Owner' Mwiin duress 1 �� y � j j y Section 3
O - Zip C ode Phone Number / / �+
� e
Ci State C ! � � N; R E rW
J 7 CSM Number
M Subdivisi Name
II. Typ of Buil ding( check all at app1Y) ( "1
2 Family Dwelling —Number of Bedrooms
D PublidCammercial -- Describe Use
DCiry_Ovillage f
D State Owned — Describe Use
III Typ of permit (Check only one hos on line A. Complete line B if l gepl , ement Only ❑ Oar Modrficanon to Existing System'
]acement System ❑ TTeatment/Holding
A. ew System � List Previous Permit Number and Date Issued vision Re /
❑ Change of ❑ Permit Transfer to New q -7 Z J
it
B. (] Permit Renewal plumber Owner
Before Expiration
< 24 in. of suitable soil ❑ At -Grade ❑ Single pass Sand Filter
IV. T e of POWTS S stem Check all that a 1 Rec irculating
Sand Filter D
In- Ground ❑ Mound ? 24 m• of suitable soil ❑Mound
n _pressurized D Aerobic Treatment Unit ❑ R�
Constructed wetland Cl �� � wid D Holding Tank []peat Filler D Other (�Pl •
ping C D Drip Line ❑Gravel-less Pi
System
Recirculating Synthetic Media Filter ?D.
Dispersal Area Required (sf) Dispersal Area propos (sf) 9 J 2
V. Dis ersaVrreatm Dis
ent Area I ° Rates p
Desi� ow (gpd) Design Soil App cation D Prefab Site Q O S Fiber Plastic
^� Q
r Manufacturer Constnrcted Glass
Capacity in Total Number Concrete
VI. Tank Info Gallons Gallons of Units
Iscw Fxisnng
Tanks Tanks
septic or Holding Tw&
Aerobic nesunent unit 0i
Dosing Cl for installation of th e POWTS shown on the B Phone Number ) l
VII. Responsibility S ent- 1, the enders assume responsibility Number
p J r ame� nt)
Plum ignature MP/MPRS 71 ,f ✓� �6
C State, Z' e)
Plumber's Address (Street, ry,
Sanitary Permi Fee (includes Groundwater Date shed
un /De a rtnnent Use On t � 3
proved ❑ Disapproved Surcharge Fee) /_ /q 0
/a
❑ Owner Given Rea son for Denial ro -- -------- 1(J ll
M Conditions of ApprovallReasons for Disapp
A tA/I 12
A
h complete 1� to the Cooniy only) for the system on Paper not less than 812 x
SBD -6398 (R. 01103)
PR1 nd System PLOT PLAN
PROJECT Emilv Florin SS 468 O'Dav St. Maolewood Mn 55119
SE 1/4 SE 1 /4S 30 /J29 W TOWN Warren COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 9/19/05 BEDROOM 4
CONVENTIONAL XXX IN -GROUN RESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 28
IL BENCHMARK V.R.P. Top of walkout foundation ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL H. R. P. Same as Benchmark
Well is to meet all SYSTEM ELEVATION 95.2/96.2 5 below qrade
setbacks required by Plans Designed Using
WDNR Conventional Powts
15% Slope Manual Version 2.0
50' `1 °�. -1 90, B-2 . Z
Vents r 100' ,Z 15' 40' B.M.
45'
B -3 lot• Z 15' rZ � 1 � 2 -3' X 88' Cells St 2Q' Pro 4 Bedroom
r
with >3' Spacing House
00'
�D
ty L ne 300' B -3 15 , 11 %
Slope
Lent
45' > 6„ Standard Biodiffuser
of Cover Leaching Chamber
with 31.1 ft2 of Area
25' Lon
3
B -2 4" Grade at System Elevation
VW" I
W
oc�na R'� 45 30 Replacement area
120' dA( -1
,
40' B.M.
10'
70th Ave
Wisconsin Department of Commerce SOIL EVAL SPORT Page / of
Division of Safety and Buildings
in accordance with Comm 85, t
�� Elu "�
Attach complete site plan on paper not less than 8 1/2 x 11 inches in si e. Plane rYf�
include, but not limited to: vertical and horizontal reference point (BM), firection and Parcel I.
percent slope, scale or dimensions, north arrow, and location and dista ice to n3 frrt rgpd Ujj j". Q 2 - — 6 YV - 7 - 3 3,6
Please print all information. Reviewe by Date
Personal information you provide maybe used for secondary purposes (Privacy w, s -S 0[�►fp co NTY
Property Owner
�(� Govt. Lot S j1F - 1/4 SE 1/4 S30T N R E( r)W
Property Owner's Mailing Adilress LqL# Block# Subd. Name or CSM#
6 q 0'
City State p Code Phone Number ❑ City ❑Village Town Nearest Road
16 m 5S/19 I
e it Construction Us idential / Number of bedrooms Code derived design flow rate _� GPD
❑ Replacement ❑ Public o m - Describe:
J✓
Parent material � r /r1�' ✓ Flood Plain elevation if ap livable n/ ft.
General comments
and recommendations: [� � S, Z/ (
M J71
Boring # El Boring q
-- P it Ground surface elev. L�_ ft. Depth to limiting factor / 0 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
I
® Boring # Boring 9 7
it Ground surface elev. ! ft. Depth to limiting factor '2 ' in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
J D 1 31ti- �--�' /' ej
c
Effluent #1 = BOD > 30 1 220 mg1L and TSS >30 < 1 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) rg CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 ��� -��— 715 - 246 -4516
Property Owner _ Parcel ID # Page of
Boring #
Boring �"�
Ground surface elev. u �� ft. Depth to limiting factor / �V in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2
a Boring # E] Boring
El 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA_ ' Effluent #2 = BOD, < 30 mg& and TSS 130 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.
SBD48330 (8.6/00)
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Parcel #: 042 - 1084 -70 -330 09/20/2005 04:23 PM
PAGE 7 OF 2
Alt. Parcel M 30.29.18.475D -20 042 - TOWN OF WARREN
Current Al ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
12/29/2004 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
EMILY JEAN FLORIN O - FLORIN, EMILY JEAN
468 O'DAY ST
MAPLEWOOD MN 55119
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 986 70TH AVE
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 2.249 Plat: 4901 -CSM 19 -4901 042 -04
SEC 30 T29N R18W PT SE SE FKA CSM Block/Condo Bldg: LOT 03
14/3991 LOT 3 FKA CSM 17 -4441 LOT 3
(2.293AC) NKA CSM 19 -4901 LOT 3 (2.249 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4)
AC) 30- 29N -18W SE SE
Notes: Parcel History:
Date Doc # Vol /Page Type
07/06/2005 799499 2837/244 EZ
07/06/2005 799497 2837/241 WD
12/29/2004 783721 19/4901 CSM
01/09/2003 705153 17/4441 P.M
2005 SUMMARY Bill #: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/22/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.249 39,000 0 39,000 NO
Totals for 2005:
General Property 2.249 39,000 0 39,000
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
�.uw..y
Safety and Buildings Division
W. W as . P Q. Box 7162 Permit Number (to be filled in by Co.)
lo x
Sanitary
r j Madi 608) +! �!. 7933
con ss�r 4 State Plan I.D. Number
De artment of Commerce 'pn' 2005
Sanitary Permit A on you provide i f different than mailing address)
in accord with Comm 83.21, Wis. Adm. Code, person Project Address
•�6)��OIX��Ol.iN��i'
may be used for secondary Prue oses Privacy -0L.,
I. Application Information - Please Print All Information arcel # Lot # Block , 9
p O Name .
1 Property Lo
Prop Owner's Mail dress c" ' %, Section 3 D
6 - 9 a' Zip Code Phone Nrunber cir one)
y E
City, State J N, W
S w1 CSM Numb
LV Of Building (chec all that apply) � f 9 4 /CIS
2�
r 2 Family D -N er of Bedrooms P. T dip o
oCity Village
❑ Public/Commercial - Describe 2
❑State owned — Describe Use licable)
HaL Type Permit: (Check only o box on line A. Complete line in if PP
' ank Replacement Only
❑Other Modification to Existing System A. C1 issued
Replacem System ❑ Treatsnent/lloldin P
ew System List Previous Permit Number and Dare
❑ permit Revision El Change of
El Permit ex New
g.
E] Pe Renewal Plumber Owner
Before Expiration C3 24 in
❑ Single Pass Sand Filter
IV. T of PO S S stem: (Check all that a 1 Mound <24 in. of s uitable soil t Unit ❑ ReCi stin Sand Filter 11 Pressurized In_�� ❑ Mound ? . of
table soil (] Aerobic Treatment Unit g
❑ Peat Filter 3
Constructed Wetland [] Pressurized In d ❑ Hol g Tank ❑ pt},er (explain)
tier ine ❑ Grav 7 -less Pipe ❑ S
M Filter ' yttem El lion
S thetic ut Dispersal Area prof°
Recirculating Yn formation: Required O f) S /�� Y
V. Dis ersalfl'reatmDe Area App Rate(o O w) Design Soil APP S 1 Fiber P18SliC
Desi
Prefab Site Glass
Total Num r Manufacturer Concrete Construct
Capacity in ofU its I A LO
VI. Tank Info Gallons Gallons
New EXasnng
Tanks Tanks / �7
Septic or Holding T'enk ' f L •�
porobic Treatment Unit
Dosing Chamber installation of the POWTS Shop n on the attached plans.
me responsibility ber Business Phone
VII. Respons Ntulttier
ibility Statement I, the u urnbe r 's rngp 0 J �� �tl6 . �,-/•,
plumber's �% fi J 1
Pltunb 's Name (Print) s(J
e �
Plumber's Address (Street, City, State, Zip C
Q afore
v � � Date Issued Issuing Agant Srgt (No Stamps)
eat Use On ` Ground ater
VIII. Coun /De rtm Sanitary Permit Fee,includes
e Fee}
Approved ❑ Di ve `n Surcharg 2
11 — venReaso for enial �""
D;. Conditions ppro 3 ) P S� ✓
SYSTEM OWNER:
1 Septic tank, effluent filter a d S /
dispersal cell must all be s rvic d i
as per management plan rovided by plumber.
2. All setback) c 4 bte codelordi nanbes maintained
as per app for the systrm on paper not less than W2% 11 inches in sin
Attach complete plans (to the County only)
SBD -5398 (R. 01103)
P PLAN
PROJECT Emilv Florin DRESS 468 O'Dav St. Maplewood Mn 55119
SE 1 14 SE 1/4S 30 2
i
/ S /T 9 1 W TOWN Warren COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 7/19/05 BEDROOM 4
CONVENTIONAL XXX IN- GROUND IP E SSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of 28
chambers
IL BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL * H. R. P . Same as Benchmark
Well is to meet all
setbacks required by SYSTEM ELEVATION 94.5/93.5 4.5' below qrade
WDNR
Alt. BM Top of White Stake CC 103.5' Plans Designed Using
Conventional Powts
ALon t Manual Version 2.0
Standard Biodiffuser
Leaching Chamber
with 3 1. 1 ft2 of Area 4, 1
(�� /_ Pu
34" Grade at System Elevation
w
9A
ty L n 300' � IBR_l 15'
Slo
Vents NO
s
.
25' Pro 4 Bedroom
30' House
2-3'X 88' Cells 45 , ST
with >3' Spacing
30'
120'
B-1
Alt. 10, ,
40' B. B.M. o vol
G�
10 co
70th Ave
P rDRESs N
PROJECT Emilv Florin 468 O'Dav St. Maolewood Mn 55119
SE 1,4 SE 1 /4S 30 /T 29 W TOWN Warren COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 7/19/05 BEDROOM 4
CONVENTIONAL )= IN- GROUND IYE SSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 28
BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
Well is to meet all
setbacks required by SYSTEM ELEVATION 94.5/93.5 4.5' below qrade
WDNR
Alt. BM Top of White Stake @ 103.5' Plans Designed Using Conventional Powts
Vent
3 Manual Version 2.0
>6 „ Standard Biodiffuser
of Cover
Leaching Chamber
with 31.1 ft2 of Area
6' Long 11 "
4" Grade at System Elevation
ty L n 300' B 11%
15 ,
Slope
Vents
,
25' Pro 4 Bedroom
30' House
2-3'X 88' Cells B-2 45 , ST
with >3 Spacing
P g
30'
120' B -1
AL Alt. 10'
40' B• B.M.
10'
70th Ave
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Olvielon of Safety and Buildings
In accordance with Comm 85, Wis. Adm. Code County County r' a7
r
Attach complete site plan on paper not less than 81/2 x 11 inches In size. Plan must
)
include, but not limited to: vertical and horizontal reference ' M), direction and Parcel I.D. /�, 3 a s
percent slope, scale or dimensions, north arrow, an ' dus a to nearest road. o� — �y
Please print sp ' `` ,, on `` ` Re awed Date
Personal intorme"on you provide may be used fo sa�aary purppeAPriv ey Low, s. 1 4 (1) (rn)). G{� -�/✓�� Q
Prop Location
Properly Owner j 0 ^ i t a `� &M, Lot . S � 114 S� 1/4 S 3T E ( (� N R � W
Property Owner s Mailing Address ` / I =.: Lot # Block # Subd. Nye or CSM#
51 CRC"k
City State Zip Code ti , N ❑ village �T Nearest Road
rMG rC,a�
Qt s ► S''. /v '
New Construction Use�Residentlal / Nu Code derived design flow rate OD GPD
❑ Replacement ❑ Pu c or commercial - Describe:
Parent material • Flood Plain elevation if applicable
an
d re o me 5 y e +•�• a t�� , �J — 3 . �' 4'p—
L,oT
/ Boring # ❑ Boring �
Pit Ground surfacs elev. -'57-- Depth to limiting factor in. Sop Appi lovAlon Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots OF
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 '01#2
✓ �- S
3 3
® Boring # ❑ Boring // ,,
pit Ground surfaoe ela. ;�' V ft. Depth to limiting factor LQ� In. Sop �atypn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Ror�ts GPD/f�
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 •Eff#2
-r t 311 .r a S
�--3 /
33 -Z ) '4 4 1.
" Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD 130 nigh. and TSS _5 30 mglL
CST a �iease Prirrt2 - ,Signature Number i 4ZL� C5 d ' °1 66
Address V ` ate luation Conducted umber
.r-.2 �r
Property Owner _ _ Parcel ID # _ Page --of
�
Boring
3 Borrg # Pit Ground surface elev., ft. Depth to fimiNng factor - 1-�- =— in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
-��
3s -� - s vf . 2
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor _ In.
Soil ication Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDlff
In. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
a Boring # ❑ Boring
❑ Pit Ground surface elev. _ ft, Depth to limiting factor In.
Soil lcellon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
In. Munses Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EA#2
Effluent #1 = BOD, > 30:5 220 mglL and TSS >30:5 150 mg/L " Effluent #2 = BOD, 130 mg/L and TSS _< 30 rV1
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.
38D- 6330(RAM)
ti Soil Test Plot Plan
Project Name Jon Pearson Sha ird
Address 992 70th Ave
Roberts Wi 54023 C M #226 00
Lot 3 Subdivision ----- -- Date 7/20/00
SE 1/4 S E 1/4S 30 T 29 N/R 1 8 W Township Warren
❑ Boring 0 Well PL Property Line County ST. CROIX
IL BM or VRP Assume Elevation 100 ft. Top of 1 " pvc pipe
System Elevation 94. *HRp Same as Benchmark
Alt. BM Top of White Stake @ 103.5'
'M
Oc>
M
a -3 11%
5'
� Slope
a
0
45'
B -2
45
cgs 131
120' B-
(� 10,x''
40' I \R . M.
.�1- 1
70th Ave
na
i s P7 Deli
r
Parcel #: 042 - 1084 -70 -325 01/05/2005 11:29 AM
PAGE 1OF1
Alt. Parcel #: 30.29.18.475D -10 042 - TOWN OF WARREN
Current ❑X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): * = Current Owner
JON & CHRISTINE M PEARSON * PEARSON, JON & CHRISTINE M
992 70TH AVE
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 986 70TH AVE
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 2.293 Plat: 1619 -CSM 17 -4441 042 -03
SEC 30129 =N KA PT S Block/Condo Bldg: LOT 03
14/3991 L SM 17 -4 4 LOT 3
(2.293AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4)
30- 29N -18W SE SE
Notes: Parcel History:
Date Doc # Vol /Page Type
01/09/2003 705153 17/4441 CSM
07/23/1997 1213/258 WD
07/23/1997 954/279
07/23/1997 758/163
2004 SUMMARY Bill M Fair Market Value: Assessed with:
38581 44,300
Valuations: Last Changed: 07/20/2004
Description Class Acres Land (improve Total State Reason
RESIDENTIAL G1 2.293 39,000 0 39,000 NO
Totals for 2004:
General Property 2.293 39,000 0 39,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch #: 220
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
7sZE; -7 Ze i
VOL 19 PAGE 4901
KATMEER R. ALSH
REGISTER OF DEEDS
ST. CROIX CO. MI
RECEIVED FOR WORD
CERTIFIED MAP 12/29/2004 11:30AH
CERTIFIED SURVEY MAP
REC FEE: 13.00
LOCATED IN PART OF THE SE 1/4 OF THE SE 1/4 OF COPY FEE: 3.00
SECTION 30, T29N, R18W, TOWN OF WARREN, ST. PAGES: 2
CROIX COUNTY, WISCONSIN.
NOTE: THIS CERTIFIED SURVEY MAP SHOWS AN ALTERATION OF THE LOT LINES OF SURVEYOR:
ORIGINAL LOTS SHOWN ON CERTIFIED SURVEY MAP IN VOL. 17, PG. 4441. DOUGLAS J. ZAHLER
OWNERSHIP TO SAID LOTS ARE STILL TITLED TO THE SUBDIVIDERS. THIS S & N LAND SURVEYING, INC.
CERTIFIED SURVEY MAP SHALL REPLACE SAID C.S.M. IN VOL. 17, PG. 4441. 2920 ENLOE STREET
HUDSON• WI 54018
NO ADDITIONAL LOTS ARE BEING CREATED.
LEGEND PREPARED FOR:
JON & CHRISTINE PEARSON
2 ALUMINUM COUNTY SECTION 992 70TH AVE.
m CORNER MONUMENT FOUND ROBERTS, WI. 54023
O SET 1" IRON PIPE WEIGHING 1.13 LBS.
IT, O PER LINEAR FOOT
— � . • • • .. • • ...... • • • 100' ROADWAY SETBACK LINE OR (AS SHOWN)
O r E 1/4 CORNER,
w Z m FOUND 1' IRON PIPE
M m � SECTION 30
O m
M �
�mm
CAI
m -4 I _ UNPLATTED LANDS $
NORTH LINE OF THE SE 1/4 THE SE 1/4
(N89'49'41 "W 1317.87'') )
S89 0 06'20 "E 1317.88' w
m
pF W1,9
I R1 DOUGLAS J.
I O z 0 D Z
�y p z ZAH
M w a S- 4
Oc cm
p LOT 4 •
id oT rA 33.15 ACRES
(1,444,071 SQ. FT.) INC. RNV c.
1 ["' m �'' o+ 32.702 ACRES r
my v (1,424,507 SQ. FT.) EXC. R/W m
id
S. :
rn I
° w r m I ►
NOTE: BUILDINGS ARE PROHI ° 9 ° 9•• ee �, ���- -QYY WITHIN
100' OF THE EAST LINE OF LOIf
200.00' 9'07'22"
I
N89 137.82' �
(S89'58'38 "E N� GARAGE z
Ir z $ o $
3 6.24' DWELLINGCQ
ri0 $ S89'07 17 E • SEPTIC N
b� � "" L OT 2 LOT 3 Z
... .
ca
INI• p SEE PAGE
Ip�OOI w0 (1 . .. ....
.. w
CC S8 07'17" 9.90
200.11' 3 7. 592.59' ° o
1520.12' -
S 1/4 CORNER, SOUTH LINE OF THE SE 1/4 89'50'34 "W) SE CORNER,
SECTION 30 C.S.M. IN VOL. 16 PG. 4411 SECTION 30
S89 0 07'17 "E 2640.07' I
CURVE DATA TABLE (ALL LENGTHS ARE IN FEET)
Curve Radius Central Chord Chord Arc Tangent Bearings
Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out
C1 167.00 13 N05'55'30'W 39.57 39.66 N00'52'43'E N12'43'43'W
SCALE: 1'— 250' DRAFTED BY: DOUG ZAHLER
a 250 50o SHEET 1 OF 2 SHEETS PROJECT# 6429 -01 DATE: 12/17/04
Vol 19 Page 4901
DEPARTMENT OF RE PORT ON SOIL BORINGS AN D S AFETY & BUILDINGS
INDUSTRY, _ DIVISION
L/�BOR AND PERCOLATION TESTS (115 MADISON WI 53707
HUMAN RELATIONS
(ILHR 83.09(1) & Chapter 145)
LOCATION: SECTION: OWNSH I P/MUNTCTPA LOT NO.:BLK. NO.: SUBDIVISION NAME:
sF �� E V / 30 /T,z N /R /d E co �/ r PK — _ v a
COUNTY: OWNER'S / /BUYE NAME: MAILING ADDRESS:
sJ�• rtst�Ir i Hh tr OrL. -?d s3 -'rvi
USE .Z — 4 5 Z DATES O SE A IONS MADE
TO.BEDRMSICOMMERCIAL DESCRIPTION: =ED]Replace (PROFILE DESCRIPTIONS: PER OLATION TESTS:
�esidence 3 �NeW
RATING: S= Site suitable for system U= Site unsuitable for system
CONVENTIONAL: MOUND: IN- GROUND - PRESSURE: SYSTEM- IN- FILLHOLDING TANK: RECOMMENDED SYSTEM :(option I)
[DS EU 0SLAI EDSDU OS[gU OS EA �� � —
If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s. ILHR 83.09(5)(b), indicate: Floodplain, indicate Floodplain elevation:
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH TO GROUNDWATER- INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B- LL OD. 7 /IIDK �rioZ 2 ' F.
B- L 'FD 9p•D ��t ( �o I t�w ' s w .�t 3•�' �., c..
B- 9 �OOr i7 7 7 f 0 G� rm
B- /V M '7� Zo.�
B- S - f3 7.9 N c ' 3 r3 /si' ,4 %t e J . i ;f rrr s.
ix-
PERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL - INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL -MIN. PERIOD 1 PERIOD2 PER PER INCH
P- 9 3 P_
P_ >
P- 3 d c
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope. 99.0
SYSTEM ELEVATION
E
E i
i
E i i
E
/tfo3
�3 ;
,�
A ll
y3 #-Z i 66 o M
tN ,
3
6t W
cE�D
aG 1fFt9° 1_. �U3 Iv =13m �[ec
._..� _ ..
} i
ST CRO IX
OFF(('
1, h ersigned, herg e if that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisc n n
Ad s t Ctt a data recorded and the location of the tests are correct to the best of my knowledge and belief.
fCi O'
NAME (print): TESTS WERE COMPLETED ON:
DAVE FOURTY PLUhAl3INv z
ADDRESS: ticenged P ar k T es t er & Plu CERTIFICATION NUMBER: PHONE NUMBER (optional):
#3233 #3289
F 14jaighte, Road
ROBER S, WISCONSIN 54023 CST SIG ATURE:
Phone 749 -3656
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
DILHR -SBD -6395 (R. 10/83) — OVER —
I
§N RDR v S . E.33YY 11 SP.�r.
ALl...
.a -
t , { 5:.�
2, =tit, °k �E, °. �F .` . ¥. };_ �' >_. ��? _ ILLD 'Al H i °I
VIAT1 I 1 E ID aaOiL TES
a
o u ""'r
i U
y .
TO THE t V, EsE
T his SoiI test i't �,. 'z ,ci „ �' :` °?' ".:z i'_ .:i_ 1. _c i. .z�lriYS £ -t"1`_ `n Te -guest
o� pl inl trr the private
in order to
oiI ru -t i0r?.
.. l
.Y
• v
Q - 7 l05 1 53
VOL 17 MAR — 9 20M KATALEM H. WALSH 444
REGISTER OF DEEDS
ST. CROIX Co., WI
ST. CROIX COUNTY RECEIVED FOR RECORD
SURVEYOR'S RECORD 01/09/2003 09:15AN
REC FEE: 13.00
COPY FEE: 3.00
PAGES! 7
CERTIFIED SURVEY MAP
LOCATED IN THE SE1 /4 OF THE SE1 /4 OF SECTION 30, T29N,R1BW, TOWN OF
WARREN, ST. CROIX COUNTY, WISCONSIN, BEING ALSO ALL OF LOTS 2,3 & 4
OF THAT CERTIFIED SURVEY MAP PREVIOUSLY RECORDED IN VOLUME 14.
PAGE 3991 AS DOCUMENT NO. 633359.
OWNER /SUBDIVIDERS NOTE: THIS MAP IS MEANT TO SUPERSEDE THAT CERTIFIED SURVEY MAP FILED IN
JON & CHRISTINE ARSON VOLUME 14, PAGE 3991 AS DOCUMENT NO. 633359 IN THE ST. CROIX COUNTY
992 70TH AVENUE REGISTER OF DEEDS. A CALCULATION ERROR WAS FOUND INVOLVING THE
ROBERTS, WI. 54023 BOUNDARY OF THOSE LANDS SURVEYED FOR JON & CHRISTINE PEARSON
BEARINGS REFERENCED TO THE SOUTH LINE ON THE PREVIOUS SAID MAP. THIS MAP SHOWS THE CORRECTED BOUNDARY.
OF THE SEi /4 OF SECTION 30, PREVIOUSLY
RECORDED AS AND ASSUMED TO BEAR El/4 CORNER, SECTION 30
S89050'34"E. ( ALUMINUM CAP FOUND )
SCALE IN FEET 1" = 250'
q' 125' 250' 500 o
ED V
22' U_NPLA 1 ED LAN DS m o
N89 0 49'41 "W 1317.87' N
20 • 8 — _
NORTH LINE OF THE SEi /4 OF THE SEi /4
v
cn NOM THESE LOTS ARE SUBJECT TO THAT
®� m F ELECTRIC LINE EASEMENT AS DESCRIBED
IN VOLUME 674, PAGE 462 -463 IN THE
Z m ST. CROIX COUNTY REGISTER OF DEEDS.
51 °
W LOT 4
�I
m
co 1,435,999 SQUARE FEET ( 32.966 ACRES )
cn INCLUDING RIGHT -OF -WAY w
m En
QI $ 1,418,836 SQUARE FEET ( 32.572 ACRES) O
fDL m EXCLUDING RIGHT -OF -WAY '6
Z ~
m 11
�l Z l r-- • ' 0 fC
J ' i u
N
U)
rd O
s IRON PIPE FOUND S89 13.03' ZI
FROM COMPUTED POSITION. (, o w
SB9 0 5838 "E z
2 00.00' �, v0'1 1D
R S90D0'00"E
GARAGE
`� 1 ^ o DWELLING
�1iy w o S� ° 50'34 E 600-30'
U-1 300.3d 300.00' -
o a
�,�,a m o LOT' - o LOT _ w
ryQ o
IW ����c m n o m "� V m c°���m mo cn ASEPTIC)
aC0 m m ° m mM m
O V N o i00 N _o �UILDING o o SETBACK LI FROM R. -O. -W. o
(�� >1 m S89 °50'4 "E m I N m 1119.93'
- - - -- 300,0011 - - - -- - - -- 300_00 - - -- - ---- - - - - -- 5 9_93 - - - - - --
ol b
152 .12' - -'- - - - -- - - --
300.00' 300.00' _
S89 0 50'34 "E --` ------- - - - - -- ----------------- - - -S89 50'34 'E _ 1119.95' - - -- - - - - -- - --
70 TH A VEN UE SE CORNER, SECTION 30, �' r
SS /4 CORNER SECTION 30 ( ALUMINUM CAP FOUND)
( i" (OUTSIDE DIAMETER) SOUTH LINE OF THE SEi /4 ui
STEEL SURVEY MARKER 1
NAIL FOUND.) CERTIFIED SURVEY MAP 1 91 , �I
V_OLUM_E 16 _,PAGE_ 4411 i I I o
LEGEND OT O NT INS:
99,927 SQ. FT. 2.294 AC.)
INCL. R. -O. -W. f 0iV�; ���l)
' - INDICATES SECTION CORNER MONUMENT 90,039 SO. FT. ( 2.067 AC.) •••••.,,:.Z. d
( AS NOTED) EXCL. R. -O. -W. •• �� Z
- INDICATES 1.25" ( OUTSIDE DIAMETER) CSfPHVV. Y _�
IRON PIPE FOUND. 99,883 E. FT. 2.293 AC.) (y) v. RG
$ - INDICATES i" X 18" ( OUTSIDE DIAMETER) INCL. R. -O.-W.
IRON PIPE WEIGHING 1.13 LBS. / LINEAR 89,995 SO. FT. ( 2.066 AC.) N i ;biCih i' i
FOOT SET. EXCL. R. -O. -W.
( R) - INDICATES PREVIOUSLY RECORDED PREPARED BY: 4'VI
INFORMATION. 6RANBm6 smyr=YIN6 �N . p � tj
->� --,r- - INDICATES FENCE. � - „......• .
1239 C.T.H. "E” !� t
NEW RICHMOND, WI. 54017
THIS INSTRUMENT DRAFTED BY: PHONE ( 715 -) 246 -7529
JDSFPH W. GRANBFRG. JOB NO. 00 -039 ( CORRECTED) SMET 1 OF 2 OWN
Vo1.17 Page 4441
Mai ntenance and Contingency Plan for a Septic System
..
Ma Plan
intenance pumped once every 3 yea rs.
1. Septic Tank is to be pump
ear. Please note: a larger filter is being installed in
a
2. Effluent filter is to be cleaned once orde to extend the maintenance interval of the filter.
ins acted via the inspections pipes at the ends of
3. Once every 3 years, cells are to be P
the cells.
to limit reases, garbage, and water conditioner discharge into the system.
4.Ow ner agrees 9
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away from system.
gnsew sY stem. nto system is not exceed those required as per Comm. 83
Plan tam fails, determine cause of failure, use ,Mate g; and install new
ys ed replacement area. stall sy stem at a lower elevation, by removing chambers, removing biomat,
adequate area is suitable for replacement area, and system elevation
Option#3. No eq
cannont be lowered. Install holding tank as last resort.
3. Replace any other failing components as needed•
plumber: Shaun Bird 715- 246 -4516
St. Cro ix Coun ty Zoning 715-386
pumper Tom Mondor 715 -246 -5148
Shaun Bird #226900
ST CROIX COUNT Y
��
SEPTIC TANK MAINTENANCE AGREEMENT
0 '3 \ AND
O WN SHlp CERTIFICATION FORM 5 0
o
Mailing Address
property Address from Planning Department for new construction)
(Verification
parcel Identification Number
City/State
(� , 2 9 N R��cT, Town of
Lora o �_ V4, i1a,
property n Lot #
Subdivision �° , � Page # 9
�3 72 Volume
Certified Survey Map # _2_8 3 page # 2 `f
9 q� Volume
Warranty Deed # p no
Lot lines identifiab
Spec house ❑ Y
failure to handle wastes. Proper mainunance
SYSTEM MAINTE NANCE
tic tem could result in its brematt wed pumper. what You Put into the system
Improper use and maintenancof your sep if needs Y
in out the septic tank every three Y� or sooners ccriification form, signed waste &sposal system -
C °f P g by the owner and by a
�� the fuactioa o f the septic tank as a treatment stage in �
can t a � system
, fie property °anei at to submit to St_ Croix Zoning Department . f sludge.
lumber restrictedplumber or a li cnsedPumPer verifying that (1) the on -site wastewa the septic tank is less than 1/3 full
masterPlumber, I °urneysnaaP 2 after inspection and pumPmg (if necessary)
i in proper operating , standards condition au&or ()
the private sewage disposal with the m Certification ilwe, the un dersigned have read the above requueme and agr
Department of Natural Resources, State of Zo ng Office within 30
Of Commerce and t. Croix County
set forth, herein, as set by the Department . i . � must lie completed and re turned to the S
stating that Your septic system has been ma""°ined
days of the three Year expiration date. / Q
DATE
SIG
APPLICANT
CATION our k I (we) am (a the
owner °1
OWNER CERTIFI Office-
true I (we) cer tify that all statements oa ��° ty a
deed recorded in Register of Deeds
the property describe above, by virtue of
p� DATE
k '11 —=-- PLICANT srtmentATURE unit being revoked by the Zoning P
« « « «« Any information that is mis- represented may result in the sanitary Pe
warranty deed from the Register of Dees office
«« Include with this application: a stamped is made in the warranty deed
a copy o r Cued survey map if re
U 2837P 241
799497
KATHLEEN H. WALSH
State Bar of Wisconsin Form 2 -2003 REGISTER OF DEEDS
WARRANTY DEED ST, CROIX CO., WI
RECEIVED FOR RECORD
Document Number Document Name
07/06/2005 10:15AN
WARRANTY DEED
EXEMPT #
THIS DEED, made between Jon Pearson and Christine M. Pearson, husband and REC FEE: 11.00
wife TRANS FEE: 180.00
( "Grantor," whether one or more), COPY FEE:
and Emily Jean Florin, a sinele person PAGES: : 1
( "Grantee," whether one or more).
Recording Area
Grantor, for a valuable consideration, conveys and warrants to Grantee the following
described real estate, together with the rents, profits, fixtures and other appurtenant Name and Return Address
interests, in St. Croix County, State of Wisconsin ( "Property ") (if more space M L fth
is needed, please attach addendum): W4 Lo" SM
That part of SE '/4 SE '/a Sec. 30- T29N -R18W described as follows: Lot 3 of P N 5401
Certified Survey Map recorded in Vol. 19 of Certified Survey Maps, page 4901 V
as Doc. No. 783721. St. Croix County, Wisconsin.
042- 1084 -70 -325
Parcel Identification Number (PIN}
This is not homestead property.
(is) (is not)
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if a
Dated 105
(SEAL) ' (SEAL)
* * n earson
(SEAL) (SEAL)
* *Christine Ni. Pearson
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) Jon Pearson and Christine M. Pearson,
husband and wife STATE OF )
) ss.
authenticaU da tin COUNTY )
Personally came before me on
*Kristina OgrIgnd the above -named
TITLE: MEMBER tTATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing
(If not, instrument and acknowledged the same.
authorized by Wis. Stat. § 706.06)
THIS INSTRUMENT DRAFTED BY:
Notary Public, State of
Attorney Kristina Oeland My Commission (is permanent) (expires: 1
Hudson, WI 54016
(Signatures may be authenticated or acknowledged. Both are not necessary.)
NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED.
WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003
* Type name below signatures. INFO -PROTM Legal Forms 800 - 855 -2021 www.infoprofbrms.com
I
n Y2 — An - 4 4 3 3 0
VOL 19 PAGE 4901
KATffCMW H. ALSH
REGISTER OF DEEDS
ST. CROIX CO. MI
RECEIVED FOR ECORD
CERTIFIED SURVEY MAP 12/29/2004 11:30AH
CERTIFIED SURVEY HAP
LOCATED IN PART OF THE SE 1/4 OF THE SE 1/4 OF REP FEE: 13.00
COPY FEE: 3.00
SECTION 30, T29N, R18W, TOWN OF WARREN, ST. PAGES: 2
CROIX COUNTY, WISCONSIN.
NOTE: THIS CERTIFIED SURVEY MAP SHOWS AN ALTERATION OF THE LOT LINES OF SURVEYOR:
ORIGINAL LOTS SHOWN ON CERTIFIED SURVEY MAP IN VOL. 17, PG. 4441. DOUGLAS J. ZAHLER
OWNERSHIP TO SAID LOTS ARE STILL TITLED TO THE SUBDIVIDERS. THIS S & N LAND SURVEYING, INC.
CERTIFIED SURVEY MAP SHALL REPLACE SAID C.S.M. IN VOL. 17, PG. 4441. 2920 ENLOE STREET
HUDSON, WI 54016
NO ADDITIONAL LOTS ARE BEING CREATED.
N
LEGEND PREPARED FOR:
JON & CHRISTINE PEARSON
ALUMINUM COUNTY SECTION 992 70TH AVE.
m �^ CORNER MONUMENT FOUND ROBERTS, WI. 54023
c z
O SET 1" IRON PIPE WEIGHING 1.13 LBS.
M O 0 PER LINEAR FOOT
a = N .................. • • 100' ROADWAY SETBACK LINE OR (AS SHOWN)
m 2 m m 0 FOUND 1" IRON PIPE E 114 CORNER,
m m X SECTION 30
3;0rn
nm
cn Ilk S�m
° l c
m
m o l _U_N_P_ _L_A_T_T_ _E_D_ _L_A_N_ _DS
NORTH LINE OF THE SE 1/4 THE SE 114 p
(N89'49'41 "W 1317.87' )
S89 0 06'20 "E 1317.88' w° m
8'
m
Ez
o z yP DOUGLAS J. yi
d g g * ZAH
Ir m <+' °
S- 4
w
I rr1 Ai ?
s w LOT 4
-n as 33.15 ACRES
X w o~+ (1,444,071 SO. FT.) INC. R/W
32.702 ACRES r 1
m =` (1,424,507 SQ. FT_) EXC. RNV o m I'd
1
d p °-n Iyr•
N p 5 I
w T m
M m I 11 t — " y
NOTE: BUILDINGS ARE PROHIBITED WITHIN
100' OF THE EAST LINE OF LOT 5 I-
p i ry
200.00' 9 "07'22" O 1
N 9 ° 07'22 "W 137.82' I q
1 (S89'58'38 "E N GARAGE • o
�.y... 2,10 J i i O g o
cn
o $ 3 6. 4' DWELLINGQ N
C °
IrI� ° S89 E
� m LOT 2 LOT 3 Z SEPTIC
I � 1 jL SEE PAGE 2:
Io�olz (1119•.••••••• w S8 07'17 "E 1119.90' w 0.11' 3 592.59' ° o
1520.12'
S 1/4 CORNER SOUTH LINE OF THE SE 1/4 (N89'50'34 "W) SE CORNER, F
SECTION 30 C.S.M. IN VOL 1 6, PG_ 4_411 SECTION 30
-- -_ - S89 0 07'17 "E 2640.07'
CURVE DATA TABLE (ALL LENGTHS ARE IN FEET)
Curve Radius Central Chord Chord Arc Tangent Bearings
Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out
C1 167.00 13'36'26' N05'55 39.57 39.66 N00'52 N12 "43'43'W
SCALE: 1 "- 250' DRAFTED BY: DOUG ZAHLER
mmmid
a 250 500 SHEET 1 OF 2 SHEETS PROJECT# 6429 -01 DATE: 12/17/04
Vol 19 Page 4901
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SE 1/4 OF THE SE 1/4 OF
SECTION 30, T29N, R18W, TOWN OF WARREN, ST.
CROIX COUNTY, WISCONSIN.
PREPARED FOR: SURVEYOR:
JON & CHRISTINE PEARSON DOUGLAS J. ZAHLER
992 70TH AVE. S & N LAND SURVEYING, INC.
ROBERTS. WI. 54023 2920 ENLOE STREET
SURVEYOR'S CERTIFICATE HUDSON, WI 54016
I, DOUGLAS J. ZAHLER, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT BY THE DIRECTION OF JON AND
CHRISTINE PEARSON., I HAVE SURVEYED, DIVIDED AND MAPPED PART OF THE SE1 /4 OF THE SE1 /4 OF SECTION 30, T29N, R18W,
TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN; DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SECTION 30; THENCE ALONG THE SOUTH LINE OF SAID SECTION 30 N89'07'17"W A
DISTANCE OF 1119.95 FEET TO THE SOUTHEAST CORNER OF LOT 1 OF C.S.M. VOL. 9, PG. 2698 AS RECORDED IN THE ST. CROIX
COUNTY REGISTER OF DEEDS OFFICE; THENCE ALONG EAST LINE OF SAID LOT 1 NOO'04'18 "E A DISTANCE OF 500.00 FEET TO
THE NORTHEAST CORNER OF SAID LOT 1; THENCE ALONG THE NORTH LINE OF SAID LOT 1 N89'0722"W A DISTANCE OF 200.00
FEET TO THE WEST LINE OF THE SE 114 OF THE SE 1/4; THENCE ALONG LAST SAID LINE NOO °04'53 "E A DISTANCE OF 816.37 FEET
TO THE NW CORNER OF THE SE 1/4 OF THE BE 1/4; THENCE ALONG THE NORTH 1/4 LINE OF THE SE 1/4 OF THE SE 1/4 S89'06'20 "E
A DISTANCE OF 1317.88 FEET TO THE NE CORNER OF THE SE 1/4 OF THE SE 1/4; THENCE SOO °00 "E A DISTANCE OF 1316.03
FEET TO THE POINT OF BEGINING. CONTAINING 37.553 ACRES (1,635,802 SQ. FT.). SUBJECT TO TO RIGHT -OF -WAY OF 80TH AVE.
AND ALL EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD.
I ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS A CORRECT REPRESENTATION TO SCALE OF THE EXTERIOR BOUNDARY
SURVEYED AND DESCRIBED; THAT 1 HAVE FULLY COMPLIED WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN
STATUTES AND THE LAND SUBDIVISION ORDINANCE OF ST. CROIX COUNTY AND THE TOWN OF WARREN IN SURVEYING AND
MAPPING SAME.
�Z� / 9,/ / OF W/S
� ° o y �
DOUGLAS J H RL 2145 ATE DOUGLAS J.
S & N LAND UR YI h ZAHLER Z
2920 ENLOE ST. * S-2143
HUDSON, WI 54018
HUDSON,
Wis.
S
EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (I.E.,
WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE
ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF WARREN FOR ADVICE.
APPROVED ON I _ - D r BY /e� ��" ZONING DEPARTMENT
S89'07'22"E
137.82
c
z o�
o ° $N
C) �o N� °ern
tO * m
L L 1 2 1 a LOT 2
n
C0 89'0717 "E 2 Z
m S 2.15 ACRES Z LOT i O v
171 (93,761 SQ. FT.)
C 7� INC. RNV rn : t -100' m
O 0 2.001 ACRES j •_ 2.249
(87,157 SO. FT.) �: 970 SQ. FT.) z
O EXC. R/W r.i INC. RNV 8 ".
v v . 2.001 ACRES .............0" w ...............
v w (87,180 SO. FT.) w bo
r4
g EXC. RtW
u 200.11' 327 .20_
200.11' '
S89 0 07 1 17 11 E 1119.95'
(N89 7"W) SCALE IN FEET 1" = 150'
SOUTH LINE OF THE SE 1/4 150 0 150 300
THIS INSTRUMENT DRAFTED BY: DOUG ZAHLER
JOB NO. 6429-01 DATE: 12/17/04 SHEET 2 OF 2 SHEETS
Vol 19 Page 4901