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Z C �� SURVEYOR'S RECORD
591444
r !
CERTIFIED SURVEY MAP
Miriam E. Stone and Margie Stone
Part of the Southwest 1/4 of the Southeast 1/4 of Section 32, T 29 N, R 18 W,
Town of Warren, St. Croix County, Wisconsin
OWNER'S ADDRESS
929 65th AVENUE
ROBERTS, Wl. 54023
EAST LINE SWI /4 -SE I/4 SEC. 32
UNPLATTED L ( LINE SE I /4 -SE 114 SEC. 32)
Q /
N 89 59� 9 "E 43 0.2 - -
Q i . l ypJ ' //369, e4ff 162 Q I
�3 o Zi
m i
JI SEPTIC x, ...........t ................. JI
71.0 I ¢
DWELLING GAR. 4T gl
3 ,
WELLO O D
OI O LOT / M 0
• 4 • f LNEN T FOR NGIj� / 2 AiY0 €tz6CI -
O 185,132 SO. FT. OR .250 ACRES aC
I I ! PB Y4!-- II312, PAS€ 16
J� O
GRAVEL DRIVEWAY
S 89 59 430.27 ,o o JI
UNPLATTED LANDS
x I
I+- 150.0
SCALE /N FEET I' 200' to €9$ €MENI F4R lNCVRF� nA ND EGRESS
p I A€ P €$ I Ki.. L31 j, P9Sa€ is
U )�
- I o
O 50 /00 200 400 o p x I o
BEAR INGS ARE REFERENCED TO'THESOUTH O ! I 1 D
L /NE OF THE SE //4 OFSECT ON 32,
ASSUMED BEAR /NG S99 °59 W.
- -- 1320.45' - -- - % I_ _I -- /320x45' - --
- - - S 89° 59' 49 W 264 .9d'---
SOUTH QUARTER CORNER SOUTH LINE SE I/�4 SECTION 32
SEC. 32, T 29 N R I B W I SOUTHEAST CORNER
( FOUND BERNfSEN MONUMENT) i SEC. 32, T 29 N, R 18 W
(FOUND I "IRON PIPE)
``,,` ��f,1
V
LEGEND
. ........ .. ... .. .
••
0
INDICATES I X 24 IRON PIPE SET ' ,rte
(MIN. WT. - l.13 L BS. /LIN. Ft) _�� LAUD C
INDICATES EXISTING FENCELINE W M 3 _
Q •
- x —a<-- – 1 13
�» •«,r- N IV FALLS, J�
^w .:.. WISC.
f AND
•
i
Parcel #: 042 - 1091 -90 -100 10/18/2007 04:37 PM
PAGE 1 OF 1
Alt. Parcel #: 32.29.18.506A -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): O = Current Owner, C = Current Co -Owner
O - STONE, MARGIE
MARGIE STONE
1080 60TH AVE
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): ' = Primary
Type Dist # Description ' 1080 60TH AVE
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 4.250 Plat: 3556 -CSM 13 -3556
SEC 32 T29N R18W PT SW SE BEING LOT 1 Block/Condo Bldg: LOT 1
CSM 13/3556 4.250AC
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
32- 29N -18W
Notes: Parcel History:
Date Doc # Vol /Page Type
12/31/1998 594859 1392/022 QC
04/03/1998 576443 1312/16 WD
07/23/1997 1143/262 WD
07/23/1997 1098/167 TI
2007 SUMMARY Bill #: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/14/2003
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 4.250 46,300 221,500 267,800 NO
Totals for 2007:
General Property 4.250 46,300 221,500 267,800
Woodland 0.000 0 0
Totals for 2006:
General Property 4.250 46,300 221,500 267,800
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch #: 206
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
ST. CROIX COUNTY ZONING, DEPARTMENT
AS BUILT SANITARY REPORT X 11
Owner
Address
�\
City /State
Legal Description: \�- ,•� cE
Lot 141 A Block A) A Subdivision/CSM #
'/. '/. �E, Sec. 6 T-�%N -Rj2W, Town of Z t)Irre "1 PIN # —
SEPTIC TANK -- DOSE CHAMBER — HOLDING TANK INFORMATION
Tank manufacturer Wi Pv Size ST/PC MOB/ 61Z Setback from: House ,3o?. Well Vq P/L
Pump manufacturer. Model _ (�
Alarm location sc
(HOLDING TANKS ONLY)
Setbacks: Service road [Li� Vent to fresh air intake Water Line
Meter location &A
Alarm location _ ki
SOIL ABSORPTION SYSTEM
Type of system: Width 3 Length Number of Trenches
Setback from: House 7501 Well � P/L Vent to fresh air intake 750
ELEVATIONS
Description of benchmark Elevation
Description of alternate benchmark WML Elevation 0/ a. a g
Building Sewer ST/HT Inlet '73 I g ST Outlet K>lq PC Inlet yI
PhD
PC Bottom g Header/Manifold o� b Top of ST/PC Manhole Cover
Distribution Lines () Ada U5 () ( )
Bottom of System
D
Final Grade () () ( )
Date of installation 2—kEl Perm; s 8 State plan number
Plumber's signature License number ` Date/2-A 9 15
Inspector _ ,� j r / \"
complete plot plan or
NOTICE: Please provide the following:
• A plan view sketch showing everything within 100 feet of the system.
• Two horizontal reference points to center of septic tank manhole cover.
• Show alternate benchmark, if applicable.
PLAN VIEW
l�° U ELU
i`v
ti Z r=,A
1 Cy �' n!
/!o
�v 6
N\X(.1‘ LL,
1,1/400
c 5+
Q gM
INDICATE NORTH ARROW ilk I w 1c d
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County:
Safety and Buildings Division ST. CROIX
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) S 1584:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j.
Permit Holder's Name: ❑ City [] Village Tj Town of: State Plan ID No.:
STONE, MARGIE WARREN
CST BM Elev Insp. BM Elev.: BM Description: Parcel Tex y -4091 -90 -000
A9800233
ELEVATION DATA
TANK INFORMATION
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. U'
Septic Benchmark
yy f CL�y� �.1�5' /�a. �, ✓
Dosing � � ✓�, . � Y't .;d..�.
Aeratio " "" Bldg. Sewer c> 7
Holding St /W Inlet
TANK SETBACK INFORMATION St /ft. Outlet ` `- - ~- --=
Ve
TANK TO P / L WELL BLDG. Ai, i to
ntake ROAD Dt Inlet ti
_- -
Air
Septic ���� >� NA Dt Bottom .o`��,� r
Dosing NA Fir / Man.
Aerati6n
-.._ NA Dist. Pipe 3. 6
Holding........... — - Bot. System
PUMP / NFORMATION Final Grade
Manufacturer e n"d
Model Number S GPM
TDH Lift � C�1 Friction a6 Sy TDH (�? Ft
L oss Forcemain Length J� ° I Dia. -`� Dist. To Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width , Length No. O Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 7 �• DI E.N
SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHI1t GC
Manufactuisw� ~'"° - '-
SETBACK CHAMBER Model Number:
INFORMATION Type O r)�- / ! OR UNIT
System: to_ vet
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Di Length Dia. Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No EC] Yes ❑ No
COMMENTS (Include code discrepancies, persons present, etc.)
LOCATION: WARREN 32.29.18.506,SW,SE 1080 60TH AVENUE
r'/c.,C`
Plan revision required? ❑ Yes [lo
Use other side for additional information.
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No.
Safety and Buildings Division
A"I sconsin SANITARY PERMIT APPLICATION 201 W. Washington Avenue
In accord with ILHR 83.05, Wis. Adm. Code P O Box 7302
Department of Commerce Madison, WI 53707 -7302
• Attach complete plans (to the county copy only) for the system, on paper not less County �+ r f�
than 8 1/2 x 11 inches in size. J 4" t d
• See reverse side for instructions for completing this application State Sanitary Permit Number
3 /S&Y
Personal information you provide may be used for secondary purposes ❑ Check it revision to previous applic ion
[Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Numb
1. APPLI ATI N INFORMATION - PLEASE PRINT ALL INF RMATION Z
Property Own Name P operty Location
/v� 1 /4 C_ 1 /4, 5 T , N, R Zg E (or
Property Owner' Mailing Addre p [� Lot Number ` Block Num
City, State Zip Code Phone Number Subdivision Name or CSM Number
fWQ CI,A -(a W IM 3 (
11 . TYPE OF BUILDING: (check one) ❑ State Owned it Nearest Road
Public 1 or 2 Family Dwelling - No. of bedrooms own of ��-�N O tµ AVE
III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s)
1 ❑ Apartment/ Condo Z d
2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining
4 ❑ Church /School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash
5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify
IV TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable)
A) 1 NL New 2, ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5, ❑ Repair of an
-------- System _ _________TankOnly______________ ExistingSystem Existing5ystem
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 []Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 43 ❑ Vault Privy
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev.- 7. Final Grade
Req fired (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevatio
Feet d 3iJ Feet
Ca acct
VII. in allo Total # of Prefab. Site Fiber- Exper. .
g Plastic
Gallons Tanks Manufacturers Name Concrete Con- Steel glaze
INFORMATION App
New Existing structed
Tanks Tanks
Septic Tank or Holding Tank �� L ❑ 1:1 11
Lift Pump Tank /Siphon Chamber
VI11. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's me: (Print) P umber's Si ature: N S mps) MP /IVtFRSW -No.: Business Phone Number:
-5� 3 Z
PlumberFs Address (Street, City, State, Zip Code):
IX. COUNTY / DEPARTMENT USE ONLY
❑Disapproved Sanitar Permit Fee (Includes Groundwater at ss a Issuin A tSi nature (No Stamps)
:Approved ❑ Owner Given Initial Surcharge Fee) %U
Adverse Determination ® OD U
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
SBD- 6398 (R.11/97) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber
Safety and Buildings
PO BOX 7162
MADISON WI 53707 -7162
*is c Tommy G. Thompson, Governor
Department of Commerce William J. Mccoshen, Secretary
n
May 27, 1998
CUST ID No.267341
WEGERER SOIL TESTING & DESIGN
421 N MAIN ST
PO BOX 74
RIVER FALLS WI 54022 " �'f Gefi `IC '
RE: CONDITIONAL APPROVAL Transaction I 6.��
APPROVAL EXPIRES: 05/27/2000
SITE:
Site ID: 8946
ST CROIX County, Town of WARREN
SWl /4, SE1/4, S32, T29N, R18W
MARGIE STONE
FOR:
Description: MOUND SYSTEM
Object Type: POWT System Regulated Object ID No.: 22627
Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The
review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters Comm 83 and 84,
Wisconsin Administrative Code. This system is not reviewed for the code requirements set forth in chapter
Comm 82 or in chapters Comm 50 -64, Wisconsin Administrative Code.
This plan submittal approval will expire in two years from the approval date, or if a sanitary permit is obtained, plan
approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this
installation shall keep one set of plans with the Department's stamp of approval at the construction site. The
installer shall notify the appropriate inspector when inspections can be made.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead. When making an inquiry or submitting additional information, please refer to Transaction ID
No. in the regarding line.
Sincer ,
DATE RECEIVED 05/27/1998
FEE REQUIRED $ 180.00
/Ei PAG L , TS PLAN REVIEWER II FEE RECEIVED $ 180.00
Integrated Services BALANCE DUE $ 0.00
(608)266-2889, M - F, 0745 - 1630 HRS
PEPAGEL @COMMERCE. STATE. WI.US
A
Page of 6
MOUND SYSTEM
FOR
A 3 BEDROOM RESIDENCE
A z C FO
sqF 61998
LOCATED IN THE Sw 1/4 OF THE S� 1/4 OF SECTION 3Z ,T Zg N. R Boo
TOWN OF W1P1 LzfEN COURT
y, S • C.�ZOVC Y, WISCONSIN. GS �
I_
PAGE 1 'of 6 TITLE SHEET
PAGE 2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW -CROSS SECTION:
PA GE 4 of 6 DISTRIBUTION PIPE LAYOUT p O.W.T.S.
.PAGE 5 of 6 PUMPING CHAMBER Conditionall
PAGE 6 of 6 PUMP PERFORMANCE CURVE
P O E D,
E ME F C ERC
PREPARED FOR DI Is TY BUILD
2G lE S`roriJ� - SEE CORRESPO. ENCE
`►-t S'T-.arc
PREPARED BY
WECCEFZEFzZ SO I L TEST I NG
I3ES I CChI�SEF;ZV I CE
F.O. BRI 74 421 K. ISAIK ST. r r ~'•�
RIVE? FALLS. 111 54022 ARTHUR L. 't
C WEGERER
715'42;5AIL5 S 0.9 5P
ELLSWORTH.
• ,•eye �'S I GN�'�
-173 _ry H
JOB NO.
PLOT PLAN Page ?--
Scale 1 "= L10'
UL - -►c 3Fts't Sol F, iw H
____�'h�D -:� L�k3? _ZS' t�►H TYtivlz,
bn 1voT C�w1P�Pce -T �
02 AAS1viL-q
'rtes Alz-(.SR � , � �'%35�' N
v d
1\v o
0
g' e, qq 6 3'
tq, 16V
X
Ql
NOTES
•1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. ( z required)
3. Install 4" observation pipes with approved caps. ( ! F — required)
4. tank to be loon 1600 gallon capacity manufactured by
C-0tvCRf)� '�>) _ wLpcT -10 Cn'V 3IAJP K ►.Ik.
5. Bench Mark y oN ►" 5T'Egt
6. Divert surface water around system to prevent.pondi.ng at the uphill side. ; �
Page 3 Of 6
Approved Synthetic Covering
F�gTM' C 33 Distribution Pipe
Medium Sand
,. —
Topsoil - H JG
-
i F Elev - .
3 E
b
Z % Slope
( Force Main Plowed
Trench of ''z " - 2 z" From Pump Layer
Aggregate
Undisturbed D ' Ft.
Soil E Z.o3 Ft.
Cross Section Of A Mound Systein Using F 0.8 Ft.
1 Trench For The Absorption Area G Ft.
A S Ft. H I• S . Ft.
El S Ft.
I Ft.
Linear Loading Rate= 6• o GPD /LN FT Ft.
Design Loading Rate= o . 3 GPD /SQ FT
IC 3 Ft.
1. Ft.
_r W 3 ` Ft.
Force
B K Main
W i ..
Distribution Trench Of 2 - ?
Pipe Aggregate
Permanent
Pipes 1
Observation
Pipes
Markers
(Anchor securely)
Mound Using I Trench For Absorption Area
j
f
Page --4 Of ` '
Perforated Pipe Detoll
0
End View
Ptrtoroted
End Cop. b`ey PVC Pipe
Install permanent marker
Ir at end of each lateral
Holes Located On Bottom,
Are Egaapy Spaced
Q End Cop
P �•4
* S PVC Force Main
Distribution
Pipe
Lost Hole Should Be
Next To End Cop
Distribution Pip La P 3 y. S
Ft.
X 31- Inches
y 3l-z Inches
Hole Diameter j /y Inch
Lateral 1 Inches)
Manifold -- Inches
Force Main " Z Inches
# of holes /pipe � Z
Invert Elevation of Laterals Ft.
\z,x IT)= 6V.b4 y-Z Z8 -U$ cv&j
� M
Place lst hole from tee with succeeding holes at 3 6 intervals..
Last hole to be next to the end cap.
i
Combination Sepuc: Tauk and
Plimp CHAMBER CR055 SECTION AMD SPECIFICATIONS." PAGE S
OF b
-V7rIJT CAP WEATHER PROOF
JULICTIOLI BOX
4'C.I. VENT PIPC , A"ROVED L• OCKIAIG
10 FROM ODOR. MAWHOLE COVER AJIV
dINDOW OR FRESH wAR IJIIJG L- Pt6EC..
ALP, IIJTAKE
r -.ZXDj r
ij •.
16" /r I
iB'MItJ.
y�luS�c'�tlor.� V-1 PROVIDE I - - --
. IAILE T � AIRTIGHT SEAL
D JOItvT APPROVED JOIAIT:
APPROVE
I I W /GI. PIPE�P'c
W /C.I. PIPEOR Tank construction I II
shall comply with ALARM
ILHR 83.15 and 33.20 Is I I
011
C I I
PUMP I
LLEY FT. -� - -�
y OFF
D COIJCRETE
��. � • SO • BLOCK
3" APPRo+z
RISER EXIT PERMITTED OULU IF TAUK MANUFACTURER HAS SUCH APPROVAL BEpOtNG,
SPECIFICATIOKIS
SEPTIC f wt_pcT- �t,00
TAM K MAIJUFACTURCR: � CO���Z "jam UUMbER OF DOSES: 3 PER DAZ
TAWK 51ZE : � 0I13 /609 GALLOWS DOSE VOLUME
ALARM MANUFACTURER:
S.S . L O S4S��1 IMCLUDIAIG 6ACKPLOW: G ALL 0N5
MODEL IJUMBER' 1u1 �w CAPACITIES: A= 1$ INCHES OR 3010 GALLOUy
SWITCH TYPE: • 1 1 - A cu" B = Z IIJCHES"OR 33 G�LLOIJS
HUMP MANUFACTURER:_ �ZS C= g IIJLHES OR X33'`3 GALL01J5
MODEL IJUMBEFL* 4 � D- INCHES OR 63 GALLOUS
MSC
SWITCH TYPE: MOTE: PUMP AMD ALARM ARE TO OC �
MINIMUM DISCHARGE RATE GPM INSTALLED OW 5EPARATE CIRCUITS
vERTICAL DIFFERENCE DETWEEU PUMP OFF AUD.DI5TRIBUTIOU PIPE- '� FEET
+ MIAJIMUM mETWORK SUPPLY PRESSURE . . . . . .. . . . . 2.5o FEET
+ 1N� FEET O F FORCE MAIN X t '�` F Y orL FKICTIO►J FACTOR_. x'11 FEET
TOTAL DJUAMIG HEAD = 1 FEET
Pump chamber DIAMETER
IIJTEKLIAL DIMLWSIOU� OF TAUK: LELI&TH ;WIDTH ;LIQUID DEPTH
BOTTOM AREA 231= GAL /INCH
PAS PER MANUFACTURER - GAL /INCH
. i
M E40. Series
- 4/10 HP Effluent
and Drain Water Pumps
Performance Curve
MODEL ME40 EFFLUENT PIMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40 12
35
10 N
�j 30 W
H 25 8 Z
M
QQ
= 20 if3.6o 6 W
2
15 a
O 4 1—
~ z8, 08 0
10
2
5
0 0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALL011 PER MINUTE
1101 Myers Parkway, Ashland, Ohio 44805 -1923
419/289 -1144 FAX 419/289 -6658 Telex 98 -7443
K3326 7/91 Printed in U.S.A.
W.uor t )epa,�nentofInou uy. SOIL AND SITE EVALUATION REPORT Pa 1 s
LOOM "ftumm► Re {aUOns of
Diviiia, 1 a 8uiidings i : tgc4rd witl�ll�hT P3.05, Wis. Adm. Code
' =l COUNTY
Attach mplete site plan on paper not fes 1/2,c t t .i*es in Ian must include, but St ' C r oix
not tiff d to vertical and horizontal refer int (8I,.diriand o slope, scale or PARCEL I.D. q
dimen nod. north arrow, and location tance to?wgrest rijad. _ pending
APPL ANT INFORMATION -PLEA � INFQ AT[ REVIEWED BY DATE
PROs ;7Y OW Cq,!. ' i7' PROPERTY LOCATION
.Lol Fei `i IIML i L !nO GOVT. LOT SW 1/4 SE 1/032 T 29N ,N.R 18 xE lira W
PROF 17Y OWNS LOT s BLOCK a< SUBD. NAME OR CSM N
41. Frookwood Dr. [ Z na I na csm pending
CITY, ATE ZIP CODE PHONE NUMBER QCrrY EIVILLAGE DAWN NEAREST ROAD
Hui an, WZ. 54016 h15)386 -2882 Warren 60th. Ave.
A Construction Use (#Residential I Number of bedrooms 4 [) Addition to existing building
j ] F acement [ ) Public or commercial describe
Code rived daily flow - -- 600 _ 9{d Recommended design loading rate : • 4 bed, gpolft . tremor -gpdttt
Abso :In area required 500': bed, ft Boo trench, ft Maldmum design ceding rate '4 / Ded, 900 � . trerth.gpdift
Recd imded infiltration surface elevation(s) 99.05 it (as referred to site plan benchmark)
Addil :f design / site oonsiderations system el. based on contour line of el. 98.05'
Parei iaterial limestone u lands Flood plain elevation. if applicable na ft
E LI Oe for System CONVEIMONAL MOU IN GROUND PRESSURE AT -GRADE SYSTEM IN RLL HOLDING TANK = t �Iitable for sys►em ❑ S u f�tS ❑ u D S
®U ❑ S F D S 7 U ❑ S fR
SOIL DESCRIPTION REPORT
Boring Horizon Depth Dominant Color Mottles Texture Structure ConsistenceBaxndaly Roots GPD /ft
in. Munseil tau. Si Cora Color Gr. Sz. Sh. Bed tench
K 1 -13 10yr3/3 none 1 2msbk mfr gw 2f .5 .6
1 .f
ga 2 3 -20 7.5yr4/4 none sicl 2msbk mfr gw 1f .4 .5
Ground 3 0 -25 7.5yr4/4 none sicl lfsbk mfr gw na .2 .3
elev.
98.25ft 4 5 -37 10yr4/6 none Sol lfgr mfr gv na .2 .3
Depth tc 5 7 -57 10yr5/6 none fractured limestone na na np np
limiting
factor
37
Remarks:
Boring
1 -11 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6
2 2 11 -21 10yr4/4 none. sicl 2msbk mfr gw if .4 .5
3 1 -30 7.5yr4/4 none sicl 2msbk mfr gw na .4 .5
Ground
9 n, ft 4 0-45 10yr4/6 none ' fractured limest ne na na np np
Depth Ic
limiting
factor _
Remarks: _
CST Ni Please print Gary L. Steel Phone 715 -246 -6200 .
Add ras 1554 h. Ave., R 4017
Signan Date: - CST NLnnbor 02298
PROPERTY OWNER LQT1 1‘ 14 SOIL Uti*CIIIPTION HEPOHT Page 4 01 J '
PARCEL ID,it pending
Horizon
Depth Dominant Color Texture I Structure GPCInt7
Boring # M°6:4 . Consistence Bi-Jurtery Roots
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed iTrerrti
1 D-11 10yr 3/3 none 1 msbk mfr gw 1 t ' •D ; .0
kj? 3 .4 • --—-- - ----- - _ , .
IMPL.W.'g 2 1 i_2,
r 10yr4/4 none sici 2msbk mfr gw if .4 .5
T '
Ground 3 2.7-37 7.5ry4/4 none sici 2ntsbk mfr gw na .4 .5
, .____ ____________
elev.
98.551t 4 37-50 10yr5/6 none cl. M na gw na np .2
-
Depth to 5 50-65 10yr 5/6 none fractired limes ,one na na np np
limiting ______._. ....___________ ....., -,
lector
3'7" — ._, )
Remark.s: _ . .. _ ._. . . -
Boring# "--"1"
uI1WLtlU 1 IrInr UI r.
,.
Ground ,.__ •
ale",
H. , — , _ ..... 1
Depth to ___ . - ... • .
limiting
tact( t — 1..
Remarks: , _ .. _
B
, ..........-.
oring # n '
. /
.'.eihrg i.'' —• ....-...—n1.•AO.-ni.-•-• • - . -..- ...
Ground .. - - - . , —
elev.
...._lt, , ,
lie .v; " • - •
lector f -7- . i
" WI Mnmnib•••••••••walnMillIllIlaIIIIrdlMiildbiaNiolmolrdI•PIOWIIIY....".....akkl.
Remarks: .
, ,.. .
'Boring 0 ' — •
ISst ...:.
i'4 t'ill
Ground — — _____, - _ . —
&v.
tt, • _ _
•
Depth to — - - .. .._.._
iirriOng
factor --r -
- I -.-_ r
-----
, • 7,.. .-. ...., ...- _ _. . - ...
wsconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Ltbor and i luman Relations --
Division of Safety&Buildings i�G,cdrd with lcb R,83.05, Wis. Adm. Code
w COUNTY
„e" /4, St. Croix
Attach complete site plan on paper not les `t8 1/2 x 11 inches in'sl`z : Ian must include,but
not limited to vertical and horizontal refer L'e,point(EM),directiof`and' slope,scale or PARCEL LD.#
dimensioned, north arrow,and location d;d istance to'nearest road. _K-, pendin.
APPLICANT INFORMATION-PLEA 'ERR# TALL INFORMATI N [ VI��,/ DAT
��.b1 ,4 /# �p /a/9A
PROPERTY OWNER: 1 nv PROPERTY LOCATION
Lon Feia '-�'`;\ GOVT.LOT SW 1/4 SE 1/4,S32 29N ,N,R 18 xE(or)W
PROPERTY OWNER':S MAILING ADDRESS �'''' !, LOT# BLOCK# SUBD.NAME OR CSM#
414 Brookwood Dr. � izt na na csm pending
CITY,STATE ZIP CODE PHONE NUMBER ❑CITY OVILLAGE SOWN NEAREST ROAD
Hudson, WI. 54016 (715 )386-2882 Warren 60th. Ave.
14 New Construction Use [xiesidential/Number of bedrooms 4 [ I Addition to existing building
I I Replacement [ I Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate •4 bed,gpd/ft2 •5 tre ch,gpd/ft2
Absorption area required 500 bed,ft2 500 trench,ft2 Maximum design loading rate •4 bed,gpd/ft2 •5 trench,gpd/ft2
Recommended infiltration surface elevation(s) 99.05 ft (as referred to site plan benchmark)
Additional design/site considerations system el. based on contour line of el. 98.05'
Parent material limestone uplands Flood plain elevation, if applicable na ft
S=Suitable for system ' CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for system OS Eliu as ❑U ❑S IIU OS ®U ❑S Zu ❑S ElU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ftConsistence Barxiary Roots k
in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Beded ITrErench
`
1
1 0-13 10yr3/3 none 1 2msbk mfr gw 2f .5 .6
._
NWEM 2 13-20 7.5yr4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 20-25 7.5yr4/4 none sicl lfsbk mfr gw na .2 .3
elev.
I
25 ft. 4 25-37 10yr4/6 none scl 1fgr mfr gw na .2
98 .3
Depth to 5 37-57 10yr5/6 none fractured limestone na na np np
limiting
factor
37"
j I I I 1 I I l
Remarks:
Boring #
1 0-11 10yr3/3 none 1 2msbk mfr gw 2f .5 .6
2 2 11-21 10yr4/4 none sicl 2msbk mfr gw if .4 .5
"""""`"" ""` 3 21-30 7.5yr4/4 none sicl 2msbk mfr gw na .4 .5
Ground •
elev. 4 30-45 10yr4/6 none fractured limestone na na np . np
98.25 ft
Depth to
limiting
factor
30"
Remarks:
CST Name:—Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 2 h. Ave. ,
Rig 1. •471 - _W '54017
Signature: l-*-z7 \ </ ( __,. Date: 8-31-95 CST Number:02298
PROPERTY OWNER Lon Feia SOIL DESCRIPTION REPORT 2 3
Page of
PARCEL I.D.# pending
Depth Dominant Color Mottles Structure �GPD/ft2
Boring # Horizon Texture Consistence�Bandary Roots Bed iTrft2
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh.
tinch
3
1 D-11 10yr3/3 none 1 2msbk mfr gw 2f .5 .tb
2 11-27 10yr4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 27-37 7.5ry4/4 none sicl 2msbk mfr gw na .4 .5
elev.
98.55ft, 4 37-50 10yr5/6 none cl M na gw na np .2
Depth to 5 50-65 10yr5/6 none fractured limestone na na np np
limiting
factor
37"
Remarks:
Boring #
Ground
elev. •
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor _
Remarks:
SBD-8330(R.05/92)
J
t
� f
STEEL'S SOIL SERVICE
Gary L. Steel Lon Feia 1554 200th Ave.
CSTM2298 SW4SE4 S32- T29N -R18W New Richmond, WI 54017
MPRSW 3254 town of warren (715) 246 -6200
t 20 acres
N
1 =40'
IN.= 1 steel pipe by base of tree C el. 100'
Alt. Bm.= nail in tree at el. 104.00' YL
2Vo i
��� yr✓ � �,� �� �=
Oa -�-
2, 1C
S� z 2-
ON
eel'
1�2►
1
Gary L. Steel
8 -31 -95 Cti
r
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner /Buyer t'1'1 a r G 1''e
Mailing Address /1138 I/ I/ 990 \ S ,-eet Eau C/ae�e , Vt 5V 703
Property Address l� 1 8 0 60 4 ` A v e nu WnA 'er 5 5,1,0 Z�
(Verification required from Planning Department for new construction) ►� '
City /State o be +s Parcel Identification Number Q 1 - 9 0
LEGAL DESCRIPTION
Property Location 5 W ' /4, S E '/4, Sec. 3.Z , TAN -R 18 W, Town of YV x r re: h
Subdivision , Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # 5 7 ly V Y 3 , Volume 131.R , Page # 4 / b
Spec house ❑ yes % no Lot lines identifiable If yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year piration date.
G /5 191
SIGNATU OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
X 51.7t
SIGNATU , OF APPLICANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department."""
** Inch 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
576443 43 STATE BAR OF WISCONSIN FORM 2 — 1982
WARRANTY DEED
DOCUMENT NO.
Brigitte J. Sames - Feia EREGIST�R'S OFFICE
IX CO.. WI
3 1998
conveys and warrants to Miriam E Gtnne and argi a 0 as joint tenants,
of Deeda
THIS SPACE RESERVED FOR RECORDING DATA
i NAME AND RETURN ADDRESS
the following described real estate in St. Croix County, KRIS74N
A OGLAND
State of Wisconsin: UZ ESI rt en & Ogland
P.O. Box 359
Hudson, WI 54016
042- 1091 -90 _
PARCEL IDENTIFICATION NUMBER
SW1 /4 of SE1 /4 of Section 32, Township 29 North, Range 18 West,
St. Croix County, Wisconsin.
TOGETHER WITH an easement for ingress and egress -over the W_y 150
feet of Sly 600 feet and South 66 feet of SE1 /4 of SE1 /4 of
Section 32 -29 -18 to Town Road.
TRAN §FER
FEE
This i G nnt homestead property.
�! (is not)
Exception to wwaranties: Easements, restrictions and rights -of -way of record,
if any.
Dated this day of March , A.D., 19
8
_... _ — ___.,.._, ..... ... ... ......_.- -- (SEAL) `✓'� - (SEAL
Brigi to J. Sames -Feia
(SEAL) (SEAL'
AUTHENTICATION ACKNOWLEDGMENT
Sigppaculire(s) , B rictitte J. Sames -Feia State of Wisconsin, 1
County. ss.
au b,--ri fcate�,th's % day of M��rrh 19 � Personally came befoiQ me this J day c
4' 19, t e above name.
� � i
isj. Ogland
iv1E1v# :gTE BAR OF WISCONSIN
�Iftiiu� —
" iuthoiV j by §706.06, Wis. Stats.) to me known to be the person who executed the foregoi:n
instrument and acknowledge the same.
THIS INSTRUMENT WAS DRAFTED BY
Attorney - Kristina Oglan
Hudson, WI 54016 Notary Public, County, bVis.
(Signatures may he authenticated or acknowledged. Both are not My commission is permanent. (If not, state expiration dat
necessary.) - - -- - - -- -- - - - -- -• 19 - - -- -
Names of persons sign ing in .my,apadhy should be typed nr primed 6clow their signatures.
srnrr. nnx or wtSCONSm