HomeMy WebLinkAbout038-1009-60-120 (2)Wisconsin Department of Commerce
Safety and Building Division
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)],
Permit Holder's Name:
City Village Township
JEREMY LEE & TRACY DERUNG
TOWN OF STAR PRAIRIE
CST BM Elev:
Insp. BM Elev:
BM Description:
TANK INFORMATION
TYPE
MANUFACTURER
a 52- 5r ' [ ivy S-r
CAPACITY
Septic
U_
D0 0 % So
Dosing
L-7S>
k
A ion
AA__
Z�- " WA tZ
#-eC- L ✓1 D-17
ol
r!7:
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
BLDG.
Vent to Air Intake
ROAD
Septic
�
�
f
Dosing
Ae ra
Hol
PUMP/SIPHON INFORMATION
Manufacturer
Ll r,P�
-, I
Dema
PM
Model Number
s3
TDH
Lift
Friction Loss
System Head
TDH Ft
-.6 Leo
D _2S
1 ..2-!;,
#" C1.53
Forcemain
Length
Dia. �
Dist. to Well
2.o
�,
SOIL ABSORPTION SYSTEM �-�, ,,o��Q > �o.��' x 72'
ELEVATION DATA
County: St. Croix
Sanitary Permit No:
651215
State Plan ID No:
Parcel Tax No:
038-1009-60-120
Section/Town/Range/Map No:
002.31.18.25A-20
STATION
BS
HI
FS
ELEV.
Benchmark
f
Alt. BM
6111t a�
Bldg. Sewe
St/Ht Inlet
St/Ht Outlet
Dt Inlet
b
92. �Lf
Header/ an.
Dist. Pip �, <<
Lf
CTK�
, $�
,
� • ;o
Bot. System
-10
t
Final Grade
f
St Cover /
�2 �
cam• D � r
14-q,kest0-, 1(-R
�.
��. �s� ,
� o C
TRENCH
idth
Length r
No. Of Trenches
PIT DIMENSIONS
No. Of Pits
Inside Dia.
Liquid Depth
DIM NS
3.25'
1
I
SETBACK
INFORMATION
SYSTEM TO
P/L
BLDG
WELL LAKE/STREAM
LEACHING
CHAMBER OR
UNIT
Manufacturer:
G6-0PA
Type Of System:
1
^own
• > ,
-6 ��c sz�
Model Number:
DISTRIBUTION SYSTEM h�ef C.oxvuenedlr cep .
Header/Manif I t
Distributio
x Hole Size
x Hole Spacing
Vent to Air Intake
Pipe(s)
�
/Z
tI
Length th Dia
Length_ Dia Spacing
SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only
Depth Over
Depth Over
xx Depth of
xx Seeded/Sodded
xx Mulched
Bed/Trench Center
Bed/Trench Edges
Topsoil
❑ Yes ❑ No
❑ Yes ❑ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: '12- (a0;Lq Inspection #2:
Location: No Address Available
1.) Alt BM Description r`Sgr S eve °�-eavp Ail fi%a�,�
2.) Bldg sewer length = Sr.) .ems-, r �• Qom. 13, Lf 0,0 jam _ P,k 2 S hatAc v\gac a-y-4AaQZ
- amount of cover = 'C�
Plan revisLnRequired? ❑ Yes � NoUse other additional information.Date Insepctor's Signature Cert. No.
SBD-6710 (
re Ce �- I
0-3'efr"'t 1 4 e
Gar LcS' - ;,�„� P,Q� hnr -
I 4iv 2 6 Z' 3. /3 / - is RECEIVED
Geons at Determining Lowest Allowable System Elevation
WF
F,oi-ing #t—Ground Elevation 9 9-D37 ft.
Urniting Factor = 0 inches
LH-n'I-LI1I,q Factor 7.SO feet (inches converted to feet)
jr, V r
99-37 ft - LF Tt 7.50
IMI&IM,
91.87"1 Limiting Factor elevation
Lirniting Factor EL 91-871 + eft = 1LOwest system elevation at this boring
Boring VGrourid Elevation 101-83 Ift.
Limiting FacLol,= 105 inches
I -
Limiting Fact -or 8.75 feet (inch es converted to feet)
Ground Elev 101-831ft - LF (ft) 8. 7� I 93-08ILimiting Factor elevation
Lin vilrig Factor EL I + 2ft = 1 95.081 Lowest system elevation at this boring
Bo r i n g tO, G ro (.i ii d i'- I eva tj o ii 99.391 t.
Liniffirig FauOr 90 inches
I a C"Cor 7.50 feet (inches converted to feet)
G['O LA r) d' I C %J 99-39 ft - LF (ft) 1 91-891 Limiting Factor elevation
LiaiiOng Faictoi- EL 1 91.89 + 2ft = 93-89111-orest skis teni e-levatic)n at this horing
Lowest Allowable System Elevation between all 3 Borip-gs = 5.0 ft
Designers Proposed System Elevation Mwe S.L
96 ft, �1'-.Ist he higher than Loallowable)
Ground
elevation
Ft
Proposed
ystern
Elevation
system loading
depth @ rate at
boring in. depth
depth
Boring
939-37
96
40 0.9
0
Baring'X,?>
101.83
96
70 1.2
Boring 3,
99.39
961
41 0.6
6,
Maximum loading rate of 3 bra r'irigs = 0.6 lowest of 3
AP 0101V
r
04
IP
it'SI A
zzta^7
Ll , 3. 1
Dej):l H. III Clit (A Q U r I V
RECIEVED & ST. CROIX
Permit (to 6c 1-iliect iii I)y c'.
it Numo )
06/22/2023 Indlisto. serices Pivisloll
l'
to
131
San It, 11CII'V llcrmlt Applicc,itI011
1�
III Lk &!i h", 1 1 1: 2 1 d:11- Cock.. �,. 11, 1 n -I d I I -. :or;l i ti! h, 1", 1 Ll
I ]",.T.; k I I k.. L. I I PC11:111, Noic -\j1p11cL llb I' 1CJ I 10w 1 11 1 1 A L; I I I' d 1 1; -LI, I !l I'LLI I ing
Ill ki umitio'l I VO! 1 0 1 kk7 il iay b -c i J1 I. k., vi! 1 1; 1 iy
I ki 1po.s 0, 1 11 1 V "i k;V I "Ll V. . L
I A 11 p I I ca timi lit lo rm -a tit) n - Plea se Pr Hit A II I n lo rrma tio F1 12-03
Li 1,, I. ),%k rieCs Name I ',Irv� I #
J I .[,]"N - I) f)r()- 60-
R �,.I MY 1.11.] &TRACY D1,NC'j
7'ii k -.PIj 1.'A
1°'. i, I 1 1 1) R
Q, Phom: Number
1/4 Sect t) 11 02
11. F%. pe of Btl i ld i 11 Lj (k. 11 ev 1all tli..It apply) T 31 IN 1� 18
-1 L:!1! 7 1 S i ib-d i v Is Io i i N ai iiif
# NA
I 11) 1 Coninie rc i al - F) ri be Use
NA Ll Cit� k-f I -
I Dk:scribe [Jsc CSM Number El Village of
C is
6
�- - uV] 6. P4401 'own of
I. I I Ipe (0, 1"OW1 S, Perm, it: (Ch eck- eel her -Nei N` or "Rep hi vement" and other applic,.i ble oil line 2k. Check one box on line R. Colupiete lilie C It
A. Replacement Sysk�:,m ymetll (ex p;:i, 11 Additional Pmt-reatment LJrilt (explain)
A I I J i-11, )t )'v I C) I I I
N
I lolding wnk A[-( L I
L] El List Prcvi,m, Pci %urlk'JL�i :,-m6 )-,[L i�eiwwEtl 11crore 1) 'ge Ely NL��% Owiiejl-
E X ra [ik I I I
I V. 1) i spvr'sa I I F rea till111 A res ,i n d Ta, n h I n fo r ni at i o n:
R C� 1, (SO j,�a Proposed (s 1) 'I[ Lt C pt I L -Ll�cli
Jr..J i -I lol% 1 3
225 2.27.50
I L'i Lal a 11 tj f4kl 11 re r
io%I.- s1 !lkIll kI.1:11,1.11.0ri rllIk UI
�`� 7-
N-�w T-(mk,4 [:Nisling F�'111 ks
7
-,plLc or I lolding Tank
A
1000
100
1
w i I 0 M B 0) X
P osing Charnber
650
650
V. Rv!qx)wi hihl'%. Snk tell] elll.- 1. the 1?11 lt� insuillatiorI ul' (lie 11011 TS -shown tm Hie attached plans.
L '111eS P11011C Lii13hC1'
VI I (''I I AFJ, R DEW A L D 9,)1 84 715 415 6200
I'l. i i i -i-, r',, \ d d ress i L:
5 c'. i,. ]A. R I V L' R FA L 1, S, W1 54022
Use Only
11 [1 I-o V k: d
-L:,L(j Pemlit Fee
e). -
"
Date Issued
.. L i
$
- -
/2o
I )k, I.: I:)
L03' ) 33 1 14.E"r cal
-� t (;5; �ecD A 1202 3.
SYSTEM OWNER: PsJxc�ewNP-^* a-A� v\A� 6e-
1. Set c tank, effluent filter and dispersal cell
must be serviced'i maintained as per
management plan provided by plumber,
2. All setba 0 req u i rem e n is m u st be mai ntai need
n per applicable code I ordinances,
A(lach to (tiedmildele plans for tht� system a"d submit To (lie County only on 1japei- not liu,%s than H L-2 x I I Indkes in sil-C
�� Ill ) - 6',' 1) 8 f P, 03/2 2 )
OEM
-GeoMat IN GR70UND AND DOSING DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
All Water Treatment Systems' Removed From Systy
Owner Info
Project Name- JEREMY LEE & TRACY DERUNG
Owner's Name'. JSAME2
Owners Address: 944 FAIRCHILD ROAD
NEW RICHMOND, WI 54017
Property Info
Property Address: C.T.H. H
Legal Description: S 2 T 31 N R 19
Township STAR PRAIRIE County, ST.CROIX
Subdivision Name: NA
Lot Number- I Block Number: NA CSM#*. 1614401
Parcel LD. Number: 038-1009-60-120
Plan Transaction No.:
Index Pages
Page 1
Index and title
Page 2
Data entry
Page 3
GeoMat dist. cell drawings & calculations
Page 4
Lateral and cell cross section
Page 5
Management & contingency
Page 6
Maintenance & specifications
Page 7
Tank cross sections
Page 8
Distribution media
MARY JO HUPPERT
Date- 061191;3
I roll/
I
FXI q r. J 45
a
4�
Page 9
Plot plan
Page 10
Filter specifications
Page 11
Pump curve
Page 12
Soil test
Page 13
Soil test
Page 14
Soil test
Page 15
Tax statement
Page 16
AefiW
(-S "'k"tA-b, WT-5) I Pas- -TV=Az)
License Number: 1859-007
Phone Number: 715-426-11775
41
a 'Pf
zd Pursuant to the
de. PC a c', c. M ��i lr-,, r n u n el 0= n rat Manual April 201 19 Ve rsi on MA 14 2UZZ—
till 0I V %
Page 1 of 16
In Ground and Dosing Distribution Component Design
Design Worksheet
All Water Treatment Systems To Be Removed From System
Site Information
R Residential or Commercial Design N ISD Required?
300.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e.g. 1.5 = 150%)
450.00 Design Flow (gpd)
7.00 Site Slope (%)
98.00 Prop. System Elevation (ft) Sand & Native soil Contour
95.00 Depth to Limiting Factor (in)
0.60 In -situ Soil Application Rate (gpd/ft2)
100.24 Lowest Original Grade Ele. In System Area (ft)
101.00 Highest Original Grade Ele. In System Area (ft)
93.08 Limiting Factor Elevation (ft)
1.50 Depth Below Grade
Distribution Cell Information
3.25 Cell Width (ft) 11 Number of Cells
2.00 Dispersal Cell Design Loading Rate (gpd/ft2)
2 Influent Wastewater Quality (1 or 2)
Distribution
Information
E
Center or End Manifold, Dist. Box or Drop Box
1
Number of Laterals System dosed Y
0.00
Lateral Spacing (ft)
2.77
Forcemain Drainback (gal) Does the forcemain drain back? r Y
0.50
Forcemain Filter Loss (ft)
2.00
Forcemain Diameter (in)
17.00
Forcemain Length (ft)
95.00
Inside Pump Tank Elevation (ft)
3.50
System Head (ft) x 1.3 17 FT. X 1.39 FT/100 = 0.24 FRICTION LOSS
3.43
Vertical Lift (ft)
0.24
Friction Loss (ft)
8.82
Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm)
47.77
Minimum Dose Volume (gal)
25.00
System Demand (gpm)
Manufacturer Information
Treatment Tank Information Effluent Filter Information
1000,00 Septic Tank Capacity (gal) Polylok Inc./Zabel Existing Filter Manufacturer
Wieser Concrete Products, Inc. Manufacturer 3014-525-1/16-107000 GPD Filter Model Number
Dose Tank Information Gallons/Inch Calculator (optional)
650.00 Dose Tank Capacity (gal) Total Tank Capacity (gal)
17.00 Dose Tank Volume (gal/in) Total Working Liquid Depth (in)
Wieser Concrete Products, Inc. iManufacturer gal/in (enter result in cell DoseTankVolume)
Project: JEREMY LEE & TRACY DERUNG Page 2 of 16
In Ground Plan View
Ib ■ p • i ■ + i r ■ ! y ! ■ • • r ■• 1 , o t w f - - , ■ i ., s ■ • a i rt } * + • +
4 # * ♦ 4 i t ! + + # • + + 4,# 4 iF i + . ■ . .� + - - ■ s a a + ■. a 44 * t t t F t ■ ■ + + { + ■ ■ t ■ t # �* a i +
�' ♦ # aF + f f : . r t + r r $ * + w r _ + + - * . # } ih t t �F N } + w . . . ♦ rt . 4 ♦ # ♦ • a * # #
�. # # + 4 /� # a 1. �i , �1, :, .,� T may, L ,,+�, rt. #' * #" � #' # #
# + * * * IF + * *" bab
0 ,4��,0••�� , 0 0 �i�-�yiJ �//-t�O ���++��,,�7�� y 0 1 �0 0 1.." � t���r,.�.1�� y5 + +() 0�*-�0r�CJ}gC7{L�r��r� C� ��•�L��•y
M1 XJ V 4l 4J � 0 0 Q 0 �-+ 0V 0 1J � 4 Sl 0 0 4' V 0 0 � V V L+ 0 0 '-,/ 1/ � nJ XJ' V � 0 0 L..I��}'4F # • rt •
16
rt * rt + +P + i i rt #
• • * a
'■ 'F � # t t # } * * � � ■ i a i �. # * F # � ■ F • a� } �F rt • +f• i * * r 4 4 �F * rF ! � �4 N +*.,. * t t • * � • ; # f * y
# * + t + ♦ # * + it * + + t # # + # * r rt + • rt■# ++ + + � • f * # ? * 4 r t t • 4. # # ■. '* # r
i 4,6
# $ 4 ♦ • # i i • t +� # * • 4 ! ■ 4 t ! 4 ♦ • ► # * + i + • i }. + x t t + t
Calculations
3.75 ft
K 1 ft
S1 0.00 ft
A
3.25
B
70
L
72
W
10.75
Basal Area Calculation
G P D Loading Rate Cf , Z
1 450 0.6 g/sq ft/day
Total 750 ft
Number of Cells 1 1
Cell Length
70.00
Min. Cell Length
69.2
Cell Spacing,
0.00
Basal Area Required 750 ft2
Basal Area Proposed 752.5 ft2
GeoMat Dispersal Cell Basal Area Calculation
G P D Loading Rate
450 2.00 gal/sq ft/day
Total 225 ft2
Proposed 227.5 ft2
GeoMat Width 3.25 ft
Ft Lineal Feet of GeoMat Required 69.2
Ft Lineal Feet of GeoMat Proposed 70
Ft NO TE. Min S dimension = 1 '
System Elevation
98
Limiting Factor
93.08
Separation
4.92
Ft
Ft
Ft 2' Min
Directions:
Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is
wide. It must also Satisfy basal loading rate and GeoMat cell loading rate.
Project: JEREMY LEE & TRACY DERUNG Page 3 of 16
End Connection Lateral Layout Diagram
0 C, 1) 0- 0000000
0
Oco)c c 00 0 0 00 C 0 C� 0}— 0C,C7I-`0 0 0—j:D000 0 () C 0
Q
0000000000006 _
?00 00 000 00 �a _
Hole spacing is every 12" , 1 /2" hole at 4 & 8 O'clock, starting 4 O'clock 6" from end and
8 O'clock Holes at 12" from end. 4" Perforated pipe may be used.
Pipe Length = GeoMat Length
Lateral Spacing 0.00 ft Pipe Diameter 4"1 in
Distribution Cell Cross Section
Finished r-adc
now
DI*Mr.'` . �' +;� . i •" '; •* ' r���y.. yy77 _+'. •Y • URA
Lem
1211-42 ... .•
4" in Pipe Dii St
' ' • a, `.off" Pier �,-- , �.- �-•�.: ' Fabric
Top of geomat to be at or ��MAX
below original grade I! I I I IOr ASTM 33 Sand! I t I IImfil I Ad" ftfift
—�
lot .—NATIVE.SOIL;--
95in
M . --Ia�'►E=t�C•i1JI�
40 W= M
12" Min.
42" Max.
TTrkl6 I lt��ar
Dist_
tir a-_ ;^_n ', �y�ovrs, awcVa h
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98 I I I I I A A I 1 I I I 1 I� 111�_�I I I 1 i d I I I R A I I I I I I A I I I I k J I I I A A I I I I RSV I I* III J i dv 1 1 1 �1
Project: JEREMY LEE & TRACY DERUNG Page 4 of 16
Notes/ Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater (POWTS) has been designed, and is to be installed and maintained in accordance with SPS 383, Wis. Admin.
Code, the in -Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P
(N.01/01). GeoMat in ground Component manual April 2019 Version .
1. This POWTS has been designed to accommodate a maximum daily flow of 454 Pons of wastewater per day. The quality of
influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats, oil and grease
A monthly average of 220 mg/L BOD5
A monthly average of 150 mg/L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement
standards and preventative action limits specified in ch. NR 140Tables 1 & 2 at a point of standards application, except as provided in DSPS
383.03 (4), Wis Admin. Code.
2. The owner of this POWTS is responsible for system operation and maintenance.
3. Defects or malfunctions identified during maintenance described above shall be repaired in conformance with SPS383 Wis. Admin. Code,
and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the names
and telephone numbers of the properly licensed individuals to contact for such repairs.
5. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
of Commerce in accordance with SPS. 384, Wis. Admin. Code.
6. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Code.
NOTES
Two Effluent Filters to be installed where possible 1 to be installed in ST, and or 1 in pump tank in
order to insure particle size less than or equal to 1/8". Filters should be cleaned once in spring, and once in fall. Also, strainers in sinks in
the building shall be maintained, so that solids and fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell.
The plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that
the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E. spread laundry
out over time, not 6 loads in 2 hours, while everybody showers, and uses the toilet, ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B. Outlet Filter. The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger
than 1/8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank.
C. Dosing chamber and pump. The dosing chamber shall be replaced if any structural failure is found. Leaks in joints between manhole
risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water -tight. The pump and controls shall be
replaced when they are no longer capable of functioning according to the design plan.
D. Pressure Distribution Piping. Partial clogging of the distribution network may result in unduly long dosing cycles. The ends of the
distribution laterals may be exposed and the threaded end caps removed. The piping can be disconnected on the outlet end of the pump.
The distribution piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing
chamber then be pumped by a licensed plumber.
E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard
created by the effluent. All failures created by surface discharge shall immediately be reported to the appropriate county. The pump shall
then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The
replacement shall be initiated only after any necessary plan approvals have been obtained from the
appropriate plan review authority and the required sanitary permit is obtained from the county.
Project: JEREMY LEE & TRACY DERUNG Page 5 of 16
In Ground System Maintenance and Operation Specifications
Service Provider's Name DARRELL'S SEPTIC SERVICE Phone 715-425-1025
POWTS Regulator's Name Sawyer County SPIA - Zoning Administration Phone (715) 634-8288
System Flow and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 300 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 227.5 ft2 Maximum FOG 10 mg/L
Type of Wastewater. Domestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank
Inspect and/or service once every 3 years
Effluent Filter
Inspect and clean as necessary at least once every 3 years
Pump and Controls
Test once every 3 years
Alarm
Should test periodically
Pressure System
Laterals should be flushed and pressure tested every 3 years
In Ground
Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver. April 2019.
2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component
Manual Ver April 2019. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.
4. Scarification of basal area is accomplished with a rake or other tool.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Turn -up Detail
c_., ?( gym,
Diameter ,r._ Finished
, - �C,
c
0 U t
Lawn Sp - Sprinkler jk Grade
Box
Lateral Ends at Last Orifice Where
r�" r y- �r
Threaded Cleanout
Plug or Ball Valve
Vent if itis-r%t Dosed
Long Sweep 90 or Two
45 Degree Bends Same
8,Q ._ _ _ Diameter as Lateral
CCC No to o .,
Distribution Lateral Lateral Cleanout
98 Feet
Project: JEREMY LEE & TRACY DERUNG Page 6 of 16
Dose Tank Information
Forcemandiameter
11 2 in.
Fumco
�P3"
Oat IJ �-------Pump off elevation (ft)
85.07
Block
4, T M" 1'/ ooaetank e|eva�on(�
~u�uu�Y�onuc'y����^� �����D�~/ �-------95.00
Dimension
Inches
Gallons
A
25.43
432.23
B
2.00
34.00
C
D
Total
0-1
2.8 1
8.00
1 38.24
47.77
136.
r 650.00
Wieser Concrete Products, Inc.
Capacity
650.00
Volume
17.001
17X.163GALLONS =2.77GALLONS FLOW BACK
------- 4777 277GALUDN8=45
Filter Manufacturer ' - ' '00GALG/DO8E
Filter Model Number
45OGPD/4SGALS =1ODOSES/DAY
Alarm Manufacturer
SJE Rhombus
Alarm Model Number
AB
Pump Manufacturer
Liberty Pumps
Pump Model Number28O
SERIES—
Pump MuatDe|iver
I gpm at ftTDH
Note- Switches containing
mercury may not be used in this system.
Project-JEREMYLEE&TRACYDERUNG Page 7of10
GeoMat Distribution Cell Media Layout
3.25 Cell Width (ft) 1 2.63 1 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
0 V
0 �' r)_10,
.�""', 1i"1,. .�f�""s,. LO _._._.
ompone nf egen
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
3.25 Cell Width -A (ft) I 70.00 Cell Length - B (ft)
End Connection Lateral Layout Diagram
Finished Grade �
1 2=4 2
ipe IFabric
-
,� 0MAT
` I I M I 1" A 1+
_ tMfiW
NATIVE _SOIL:
See details on page 4 for number, size, and spacing of laterals.
Project- JEREMY LEE & TRACY DERUNG
Page 8 of 16
Lorna# SI Irk s�t.L- oss S on l�i-�ew
Mn-Fmum 'I rover over 1 A,
7 % slope
10[ -24 v�ticxrt
Minimum i itu 96.17 99.08 t❑�p ofe+ m t-elevation _
Min system eWv95.E
--- 12" astm 33 sand
OF
i,Jndituri soil
Width A 1 5 At+ Chances irKx silm "i" in, f��r i & alcs Tab
R hem closs sectbn aWr makiN chaff to Wdth
NIL
c-F4Y4jLi
d
c L'
. weI.
I I L
J.
r�
'e I-j
qe
lot 01: 401
A"A
vM
lip,
Ki-
41
wr
•
Efflow-MIUN,050
r"Y=ZNEW SEPTIC
INSTALLLATION AND SER
Y0 Address: N6643 Blue Lagoon Lane
City, Sta e, Zip: Casco, Wi 54250
Telepho e: 60.8-333-3610
Email: ' fow @nesepticsystem ,s.com
We ite: www.newsepticsolutions.com
MODEL NO. NSSCFF324
FILTRATION 1/16" (.062" diameter holes) --to.50 — --
FLOW RATE 83.8 gallons pr minute @ Ipsi.
TDH increase the total dynamic head loss by .05 feet
of head to overcome fric-tion loss from the filter
INSTALLATION
The NSSCFF324 C lea rFlow is made t fit on the discharge port of any purnp with
a 2-inch NPT discharge. -The filter can adapted to fit pumps with a smaller
dlian,ieter discharge. Install the filter in a osition where it will be easy to servic
-/I "I
Place a 2-inch Schedule 40PVC male ada er(MIPTx socket) on the d of filter.
• t
Measure the amount of Schedule 4.0 PVC (t 'I section) needed bet een the filter
and pump. Cut the pipe to the desired len9t r rid insert into the 'pump & filter.
The filter housing has a 2-inch Camllock couplin connection to the force main.
DO NOT REMOVE FILTER IF WATER LEYEL IS ABOVE FILTER CANISTER1
SERVICE
The length of tirne required between service intervals is nique to every application.
s is niql
As such., we recommend the filter be checked within nths of installation to
determine future service intervalrS. Systems with k iw intervals
r spected high volume
LJSaee should be checked six moriths after install7ion.
b 0 NOT USE PLUMBING WHILE OJER IS50MOVED
-ppomnow -
To
CLEANING THE SCREEN 'DO NOT ALLOW SOLIDS TO FALL 1 0 FILTER CASE
Unscrew the 4-inch cap and remove thca screen from the filter 1� LJSi0g-
Taking proper protection, ctean the s�-reen usinE a hose with a spa y connection.
After cleaning, inspect the screen for dainage or corrosion. (Repla& if necessary.)
Place the screen back into the filter housing and screw the cap back or taking care
not to cross t h e threads_
UALITY
The filter housing, cap and coupling are made of heavy-duty ABS injection mo ed
plastic, Injection molding insures the first part made and the ten thousandth part
are virtually the same, insuringconsistently high quality in every part.
The stainless steel screen is made of 316L ((L stands for Low - meaning low carbon)
316L stainless contains molybdenum, an alloy which increases strength & hardness
and enhances resistance in areas high in salt air and chloride, giving it the nickname
11-O, PART NUMBER
I Fifler Body
2 Cam Lock
3 rifter Cap
4 Large Gasket
Screen filtef
rnar[ne gracle stainless -steel. ITEM NO. SW-F-;Ie ile Nome)
I 5creen
2 Flange
3 vy'lrc! han6e
4 Larq�-7-- �Ian,-ie
LITERS PER IMNUTE
50 200
250
10
8
4
K
0
10 20 N' 30 40 50 60 70
uf
N GALLONS PER hUNUTE
Pmr" Sw- All nghts tmrvrd, Spedfi=am M*�= to chi notice.
CCoWn* 2015 U
'�: _ �
ST. CROI NTY SANITARY SYSTEM File
Office Use Only
OWNERSHIP/ADDRESS FORM Created 212021
Community Development Department will utilize this information to provide the property o�vner w1th
information regarding operation and maintenance of your new or replacement sanitary syst.-em+' Thil-;
inforrrat-ic)[-) Mll be provided as part of our oi'ic J(- ,)11']Cj (.'-.'fforts to protect public health, your viell, groundwater,
surface. water, property values, arid (,-()L.jr-ity resources. 0rice approved, this completed form and educational
4iforiiiatlori vvill he writ to you by email.
OWNER/BUYER INFORMATION
Ov,,lner-/Buyer JEREMY LEE & TRACY DERUNG
Mallin(j Acldre:ss 944 FAIRCHILD ROAD
G-ty/State/Zip—NEW RICHMOND, VVI 54017
Phone Number (required) 651 2697376
OM
Finail Address tircquirociJCL944@YAHOO.0
Parcel 1cleritification NUrnber 038 - 1009 - 60 - 1.20
(f 0 U Ild on the property tax I
NEW SYSTEM: LEGAL DESCRIPTION
I 1 1/4
Pr-ty Lc)catj () ['1 /4 f sec. 02 r T 31 N R 19 W, Town of STAII R P RAI R I E
Subdiris ion Plat: NA I Lot #
Certified Survey Map # Volume 1'6 Page 4401 4
Warranty Deed # 850281 (before 2006)Volume Page
NUrnber of hedrooms 3 Spec house ® yes 0 no Lot lines iden6fia[.)le 0 yes 13 no
OFFICE USE ONLY
New Property Adch 7 V
C'
2
{Date)
........ . ...
0
Texts a) is formust be subi-nitted wit17 all PrOn ivate site (/Val-er Treciti-rient S�lsteni W -FS) CIPP11CO tions.
Nevv Systern: Im-0de with this fort-n c recorded wGrronty deed from the Register of Deeds Office and a copy of the certified
s u r vcy map it i -eferen ce is ro a de its th e wo rra ty deed.
Cern n-it mity Dcvoloplmmt Department — Land Use DIvisia, ri
715-M6-4680 S t. Cro ix Co i i 1y (i overn rn e rit Ceti ter 715-245-4250 Fax
cdd@sccwi,gov 1101 Carmid)ael Ro-Lad, Hudson, W1 54016 www.scc
04102J2W8 11,34 AM
PAGE I OF
38-i009-60A20
Parcel 0 -
TOWN OF STAR PRAIRIE
-
035 - Ty, VVIsCONSIN
Alt. Parcel #: 18,25A-20
ST- CROP).COUN
Current X map # SaArea
les
Application pie rm it # Permit Type
Creation Date Historical Date 0
00
owner(s),• current cc-Ownef
Tax Address:
0 - LEE, ,SEREMY
c - [)F-RUNG,'TRACy
JEREMY LEE
7RACY DERUNG
944 FARFIELD RD
NEW RICHMOND ) 54017
S,C School SP SPecial
property Addr PiVnary
Districts:
Type Dist # Description
,5 C 3962 NEW RICHMOND
SP 1700 WITC
SIP 8050 CEDAR LA KEiN R
Legal Description-. Acres: 1.640 Plat.4401 -CSM 16-44 01
SEC 2 T31 N R1 9W PT GIL 3 FORMERLY LOT I BlocklCondo Bldg: LOT I
C S M 8,12141 EX C AS D ESC 1114/08 NKA LOT 1 Tract(s): (Sec-Twn--Rng 40 114 '1160 1/4)
CSM 16/4401 1 02-31 N-1 8VV
Notes:
2008 SUMMARY
Val uations:
Description Class
RESIDENTIAL G -1
Parcel HistorY:
Date Doc # vollpage Type
05/10/2,007 850281 VVI)
01/25/2005 785748 27360'395 �)JD
08f0512002 686143 1942/138 WD
Farr M arket Value. Assessed with:
0
Last Changed., 10/1 2/2GO4
Acres Land Improve Total State Reason
1.640 29,500 0 29,5()io NO
Totals for 2008: General Property 1,640 29,500 0 29,500
Woodland 0.000 0 0
Totals for 2007: General Property 1.640 29o500 0 29,500
Woodland 0.000 0 0
Lottery Credit: Claim Count". 0 :Certification Date: Batch #:
Specials:
User Spec:-Ial Code Category Amount
$qecial Assessments Special Charges Delinquent Charge-&
Total 0-00 0-00. 0.00
State Bar of Wisconsin Form 2-2003
WARRANTY DEED
Document Number 11 Document Name
THIS DEED, made between Thomas 0. Powers, a married person. .
C"Grantor," whether one or more),
and Jerem ee and Tracy DeRungyx _
("Grantee,'' whether one or more).
Grantor, for a valuable consideration, conveys and warrants to Grantee the following
described real estate, together with the rents, profits, fixtures and other appurtenant
interests} in St. Croix_ County, State of Wisconsin ("Property") (if more space is
needed, please attach addendum):
That part of Government Lot 3, See. 2-T31N-R18W described as follows: Lot I of
Certified Survey Map recorded in Vol. 16 of Certified Survey Maps, page 4401 as
Doc. No. 694206. Subject to and together with a 66 foot wide joint drive shared
with Lot 2 of the above- referenced Certified Survey Map. St. Croix County,
Wisconsin.
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any.
Dated 4ty--, wo
AUTHENTICATION
Signature(s) Thomas 0. Powers, a married person„
authenticated on
*Kristina O iand
TITLE: MEMBER STATE BAIL OF WISCONSIN
(If trot,
authorized by Wis. Stat. § 706.06)
THIS INSTRUMENT DRAFTED BY:
Attorney KrIstina 0gland
Hudson W154016
1111111111111111111111111111111111111111111
850281
KATHLEEN H. WALSH
REGISTER OF DEEDS
3T. CROIX CO., WI
RECEIVED FOR RECORD
05/10/ 007 10:30AM
WARRANTY DEED
EXEMPT #
REC FEE: 11.00
TRANS FEE: 138.00
PAGES: I
Recording Area
Name and return Address }
THE RIVERBANK
PO EEO 188
OSCEOLA, W1 54020
038-1009-60-120
Parcel Identification Number (PIN)
This is not homestead property.
(is) (is not)
r� 1
(SEAL 'Ad&&Q, f -R (SEAL)
J 4
*Thomas 0. Powers
(SEAL)
ACKNOWLEDGMENT
sTATEOF .���si
'Po� ss.
courrTY �
(SEAL)
i
Personally came before me on Olt listj;, 1f
the above -named ��i
to me known to be the person(s) who exIF
ecut a for ing . le lo-
ins ent and acknowledged the same.
* F--E3
• g
Notary Public, State of ' wf' • . , . i`
My Commission (is permanent) (expires: %Ilk
(Signatures may be authenticated or acknowledged. Both are not necessary.)
NOTE; THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD RE CLEARLY IDENTIFIED.
WARRANTV DEED C 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003
* Type name below signatures.
INFO-PROT" Legal Forms 800-555-2021 www.infoproforms.com
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T ■
Wisconsin Department of commerce SOIL EVALUATION REPORT
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Page t of
x.a i r
Attach complete site plan on paper not less than 8 1/2 x 11 inches �
n size �
4
j C)
include, but not limited to: vertical and horizontal reference point (
), direction and
's�;4
I D
I.D.
0 �/06�._
percent slope, scale or dimensions, north arrow, and location and
tance to nearest road.
�.
Please print all information.
A U G 2 7 2. o o
Revi
ed by
Date
Personal information you provide may be used for y p y secondary purposes (Privacy
Law, s. 15.04 (1 ) (m }. _LIr
Property owner
L L C.
3 IV
Govt. Lot 1/4
1/4 S T
N R E { W
Property Owner's Mailing Address
�%' a 9
Lot #
1
Block #
1
d. Name or CSM#
11
0 % 9.1- 9
y�
city State Zip Code Phone Number
[] city ❑ Village
® Town
Nearest Road
►���o� i WI I Sy81d I c�►5) 53?-3�Nb � sta r f'�air;e I Ca. Ind• I� f/2b�f �
0 New Construction USe: Z Residential 1 Number of bedrooms G Code derived design flow rate WSO- GPD
❑ Replacement ❑ Public or. commercial - Describe:
Parent material Flood Plain elevation if applicable
General comments S u a - G�. f t c � : ►� S 5 & S4 a. re-0lo�GI. �e % fir
and recommendations. �� � � i +� � ►1 � ��� � � � S�
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Soil Application Rate
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Redox Description
Qu. Sz. Cont. Color
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CST Nam (Please Print) Signature CST Number
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* Effluent #1 = BGDS > 30,5 220 mg1L and TSS >34 5150 mg/L * Effluent #2 = BGD' 5 34 mg1L and TSS < 30 mgfL
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.
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ST. CROIX COUNTY VC1L„? � PAGE ���'I
AO 100i' 40 /�4 45106-20 Planner n 7r.nr-,7and Pecs r.,)mmittee
A, or-�4 KATHLEEN H. WALSH
16V f 4Q /�� .�a �eT 4 ZO �� �sv40REGISTER OF DEEDS
Cyo o f /� ST. CROIX
���� r�cu� ��� n=�= �r„ , , u RECEIVED FOR RECORD
CERTIFIED - b AP
10_ 14 2002 1.30 PH
LOCATED IN PART OF GOVERNMENT LOT 3 OF CERTIFIED SURVEY MAP
SECTION 2, T31 N R1 SW, TOWN OF STAR PRAIRIE, REC FEE: 13.00
ST. CROIX COUNTY, WISCONSIN. BEING PART OF COPY FEE: 3.00
LOT 1 OF CERTIFIED SURVEY MAP IN VOLUME S, PAGE 2141. •
° 7'20',0 1 �6 .3
6) �N7�Q5���8
�7
- - -@H'[L[L C.T.H..___-
S 85°30 51 "W 4 1
5J55t
m - -----�-1 �- ._ 303.89
33.214 111.66' 33.Q2 �..
w _ _ 304• ' Q
ao N79°59'28 0.58' 3' 0 1OW 415.56
S85 3G5
n� 11 33 3 .�
m iN7804 68. 2011w' 33' 33' t o (S86°42'59"W)
r 66 JOINT DRIVE
Z EASEMENT
m i 66' JOINT DRIVEr-----
O EASEMENT Jw wwww'""w
I^ 'w1w �Nwwwra,wrw+wrr w '
LOT 4 \
m w cn 0 83,655 SO. FT.
1.92 ACRES
A 0
v '� LOT 3 '
O N w INCLUDING R/W ,
Z w w N CD72, 398 SO. FT. ' CR w
ry o ii w °} rn w 1.66 ACRES M rn N
�' rn °) m m 0' INCLUDING R/W
Iv 73,609 SO. FT.
8 1.69 ACRES '
Cfi 29 SQ. FT. N EXCLUDING RNV
cn Iv .
Q �' 1.52 ACRES c
N LOT 1 N EXCLUDING RAN `y
W 71,344 SQ. FT.
� 0 1.64 ACRES
°
INCLUDING R/W,
6'
_ 65,464 SO. FT. 6 C ^ ;
m 1.50 ACRES ry m
Q� EXCLUDING R/W
� 185.02' Q�% �i
a 97.a1 40 c�;
• 119.40' 65.62'
0 86.37' 88.63'
cif 175.00' N88010'024E 282.8&
� N88100 E
S U RVEYO R
S & N LAND SURVEYING
I ca �'�� DOUGLAS J. ZAHLER
I LOT 2 (V/ 2920 ENLOE STREET
I 145,314 SO. FT. �� HUDSON, WI 54016
N 3.34 ACRES F
INCLUDING R/W �� �� PREPAREDOR
SECLUDED673 13 LAND
.I AVE
143,129 SO. FT.
I W 3.29 ACRES BARRON, WI 54812
EXCLUDING R/W N O
v N
l O Z
!� 0
91.25'
SOUTH LINE OF GOVERNMENT LOT 3
w
U
286.81' —— ,.� '�' a cl i
89°22'10"E) 17 Ow ti
N88°10'02"E 378.06v
w °
w
r U m ps LAuumP O=AH D@ -
LEGEND
w co
ww
N0 ALUMINUM COUNTY SECTION CORNER x m
+v MONUMENT FOUND w IL O
�o
o FOUND 1 1 /40 OUTSIDE DIAMETER IRON PIPE Q Z O O
u�
a SET 1" OUTSIDE DIAMETER X 180 IRON PIPE z J
w WEIGHING 1.13 LBS. PER LINEAR FOOT - 2
N
1 00'ROADWAY SETBACK LINE w Q
(XXXXXXXX>9 PREVIOUSLY RECORDED DATA in N
SCALE IN FEET 1 = 100'
SW CORNER S 1/4 CORNER
SECTION 2 SECTION 2 100 0 100
(S89°58'11 "W 2637.60'}
88°47'2 ' 31.280 SOUTH LINE OF THE SW1/4
THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO.6027»02 DATE: 8/0M2 REVISED: 9/2am SHEET 1 OF 2
Vol. 16 Page 4401
++► .
Parcel #: 038-1009-60-120
04/02/2008 11:34 AM
PAGE 1 OF 1
Alt. Parcel #: 002.31.18.25A-20 038 - TOWN OF STAR PRAIRIE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address:
Owners): 0 = Current Owner, C = Current Co -Owner
O - LEE, JEREMY
JEREMY LEE
C - DERUNG, TRACY
TRACY DERUNG
944 FAIRFIELD RD
NEW RICHMOND WI 54017
Districts: SC = School SP = Special
Property Addresses):
* = Primary
Type Dist # Description
SC 3962 NEW RICHMOND
SP 1700 WITC
SP 8050 CEDAR LAKEIN R
Legal Description: Acres:
1.640
Plat: 4401-CSM 16-4401
SEC 2 T31 N R19W PT GL 3 FORMERLY LOT 1
Block/Condo Bldg: LOT 1
C5M 812141 EXC AS DESC 1114/08 NKA LOT 1
C5M 16/4401
Tracts): (Sec-Twn-Rng
40 114 160 114)
02-31 N-18W
Notes:
Parcel History:
Date Doc #
Vol/Page
Type
05/10/2007 850281
WD
01 /25/2005 785748
2736/395
WD
08/05/2002 686143
1942/138
WD
2008 SUMMARY Bill #: Fair Market Value: Assessed with:
0
Valuations:
Description Class
RESIDENTIAL G1
Totals for 2008:
General Property
Woodland
Totals for 2007:
General Property
Woodland
Last Changed: 10/12/2004
Acres Land Improve Total State Reason
1.640 29,500 0 29,500 NO
1.640 29,500 0 29,500
0.000 0 0
1.640 29,500 0 29,500
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
Cmamm SOIL EVALUATION REPORT Paoe of.
h r S
7--' -Tt I
�i
ir�, but rot 1knited. to: ver6cat and horizmt1 mkmx* point drkbon and i.- -06
t ■ �Wi
Pkwse pdnt M kdWmadon. Personal ifft 0 you provide nray be used kw s000ndary purposes Law, S- 15-04 (1) (m)).by Daft
{
X °
Pmpefty
T N R E(jjW
L av Lot 114 V4 S
W-� 0 L L C- v1 '
Pmp" 0~S Ma&V Addrew LDt # # . � or
RState � � [0 Town Newea Ro�d
"a f� N`� s x14 1) Ll
rat Putt or. omwnerciM - Describe:
Par t matevial t eiev-aton ff appkcable &
General corrments v 4 %s�7:CS1J5511
� •�,.
'r V,err 'ti V'- v% 0
(16�ays,� 0�6
. �, Qv- r
a'4F
'MOP
mmm
I==
lip
t
. rfffi fit M1 2-- Rnf) > 'M � 70>0 rnnA --m-wd T > < ISO nrkoA— * MUent 02 = MOD < SD nX3)L and TSS � 30 "
2
Ground surer elev. 1 q sft-
' EMUBM ;I = MAJA --v X,!� 220 D-VL dW TW -P'30 Z 150 1$16YL
Page 0,
Depth b WAing Wor I D in-
Ml I 'Ot", a'
Depth lo Wrting Uc$ar
* EIkKwA 02 = DOOSn 30 mWL and TZZL 30 Mq&
The Lt of Comm T
t:S an dualual Opporjuaj%7f wvIce provider and rrnploycr, if you need assistznce to access services or
)cparuncnCCC
need matierial in an allermte fonmt. Plem contacl the department at 608-266-3151 or TIN 608-264-8777.
,iW i o 1 £�
ISb'L6 ti
ILE'666 15
si.�A -Oornt-w"9 I
n 96ttra
%A } �: a �.
ahr 0 4
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St. CROIX COUNTY VOL 16 PAGE 4401
[ATHLEEN , fW-0 REGIMR H . AL H
y � , 'OF DEEDS
01 ST. CROIX CAI.. wl
C E IFIED 19-14-2002 1 -39 PH
LOCATED IN PART OF GOVERNMENT Wr 3 OF CERTIFIED VEY MAP
SECTION 2, T31 N R 18 , TOWN OF'STAR PRAIRK SEC 13.
T. CROCK COUNT', WISCONSIN. BEING PART Of COPY : 3.
LOT I OF C IFUED SURVEY MAP IN VOLUME 84 PAGE 2141.
lob-
--------------
415.51
3
�.,� (W4� fir"
EASEMENT cn
tD
LOT 4
uu
M roe ', Ba,8:55 Sow F.
x c 1.92 ACRES
L i
to tNCLU M ice+ J .�-
ru 66 A FS 73.E Sty. FT.
INCLUDING r-VW
cn co 1, 89 ACRES
pa
INCLUCHNG !
in 65.E _ FT. � At
M(CL t iNcl Fvw
1 85,E t
AeV
6. 3`'.
75.E
t4arl _'
. � rqW S
I
' 'SURVEYOR
���}
AC] SURVEYING
I
COUGLAS J , ZAMM
r
LOT
.�
145,.314 SO. T'
3.34 ACRESU<;LUDIP%IG
r
oil h DSON, W1 54010
�
KW
PREPARED FOR
SQUID LAID
-4
y . FT.
'{ 167313 1f2 AVE
1 ,...
`4
.
RAFFM, WI 2
�4
EXCLUDING F VW
�
zp
SOUTH LINE OF CKNIFINMEMr d 07 3
uj
V. iVJVLLf4ar
l 21RE Jf y i 9
9.7-
LEGFENDToil
O
ALL..IMNW C}UWY SrECn0d,'r_"F_R
NIC"UMENT r-O0
a:
FOUIgO 7 1W OUTSIDE CXAMETER IRON PiP
.SET 1' OL751DE CHAMR X 1 S' IRON PIPE
vv,cioi w-4c a Loa. PEm urn . FOOT
**may;
#V
_
tj
co
pvw ^}
PREVtOUSLY RE00 DED DATA.
•`
qSL IN FEET Ia= 1 4
_.
W 'CORNER S 114 OORNEA
100 0
1,00
c gr47? `t T1-d
Ld hl� T1-9 V�+ d'
Vol. 16, Page 4401.
r0"",* 100"wk
APPROVED C�p <3 -4
T, c��f COUNTY VOL PAGE 4401
T �� IiATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX GG., wI
ff hot rawA-vwa A-1a19tw-vzlj�MAP
1
CERTIFIED RECEIVED FOR RECORD
LOCATED IN PART OF GOVERNMENT LOT 3 OF CERTIFIED SURVEY SECTION 2, T31 N R18W, TOWN OF STAR PRAIRIE, MAPREG FEE: 1R.EY EY
ST. CROIX COUNTY, WISCONSIN. BEING PART OF 00
COPY FEE; 1 0
LOT 1 OF CERTIFIED SURVEY MAP IN VOLUME $, PAGE 2141.
vi
� CJL�,��L� � �—� �� �aTa�■ f1�11 �
~ � ) ♦ �j
51
) -
S 88°305, _ w
33.21, 1_6u �3,02'
co- _ c2 33.03'
N79°-04.�7' 0,-
O
�N7 E 968 33' 33'T 1 1 Q.5B' 33' 33' S85°3Q'51 "1N 415.55'
8-4712Q�� II (S86°42159"M oIrv, f
W 68.97).
66' JOINT DRIVE
EASEMENT
m 66' JOINT DRIVE-�_--�-
�- cfl EASEMENT
LOT 4 �
O
m O 0 �-' a 83,655 SQ. FT.
❑ LOT 3 w 1.92 ACRES
O c' INCLUDING R
Z a 72,398 SQ. FT. m 1W
�
ii w rn w 1 .66 ACRES Fi m
iu 0 m m INCLUDING R/w �,a 73,509 SO. FT.
cp CA)
CDw 1.69 ACRES
rQ w° 66,21 SQ. FT. ccn EXCLUDING RJW '
hi LOT 1 - 1.52 ACES 0
Q EXCLUDING RAW
cf) 1 344 Sq . FT. -4 rr
a 1.64 ACRES r
INCLUDING RAN 0) err
65,464 SO. FT. 68 rr
m 1 .50 ACRES r
EXCLUDING RNV
185.02' 1' �r
■ 1 19.40' 65.62' 97 S err
O 8s.��' ga.63'
N88.1 ❑ ❑ 'E 175.00' N$8°10'd2"E 2$2.$3' fl
E �7 W �� SURVEYOR
I C�� � S & N LAND SURVEYING
LJ DOUGLAS J. ZAHLER
I LOT 2 r� 2920 ENLOE STREET
145,314 SQ, FT. �y rr HUDSON, WI 54016
ro 3.34 ACRES o
0' INCLUDING RAW PREPARED FOR
r-O a r SECLUDED LAND
143,129 SQ. FT r 1673 13 1 /2 AVE
I a 3,29 ACRES a ' , r BARRON, 1111E 54812
- EXCLUDING R/U1Jrr
w0
SOUTH LINE OF GOVERNMENT LOT 3 T �
286.81' 91.25' �� uw
0u
N89°22110"E) a 4
N88*1 010211E 378.88
UzZl co
LEGEND M�CO
----------------------_ w CO w
ALUMINUM COUNTY SECTION CORNER � �
r MONUMENT FOUND w u- a
I-
0 FOUND 1 1 /4" OUTSIDE DIAMETER IRON PIPE
Co
0 SET 1" OUTSIDE DIAMETER X 18" IRON PIPE _
N WEIGHING 1 .13 LBS. PER LINEAR FOOT m
a ---- 1 00'ROADWAY SETBACK LINE w O
i 0 (xxX) PREVIOUSLY RECORDED DATA m
��
SCALE IN FEET 1 " = 100'
LSESWCORNIER S 1f4 CORNER
CTION 2 SECTION 2
(589`5811 'W 2637.60) 100 0 100
S88*47'299' 2837.28' SOUTH LINE OF THE SW114
THIS INSTRUMENT DRAFTED BY KEVIN REEL} JOB NO.6027-02 DATE- 8/06/02 REMISED: 9/23102 SHEET 1 OF 2
Vol.16 Page 4401
-'0ti
APPRUVEU
ST. CR0 1)4 COUNTY
PiaRininrt 7eri.7-1 �, ' Pq'k" rOMMm'"e
O C T 14 200Z
MAP
..SURVEY
LOCATED IN PART OF GOVERNMENT LOT 3 OF
SECTION 2, T31 N R 18W, TOWN OF STAR PRAIRIE,
ST. CROIX COUNTY, WISCONSIN. BEING PART OF
LOT 1 OF CERTIFIED SURVEY MAP IN VOLUME 8, RACE 2141.
PREPARED FOR
SECLUDED LAND
SURVEYOR
1673 13 1 /2 AVE
5 & N LAND SURVEYING
BARRON, WI 54812
DOUGLAS J. zAHLER
2920 ENLOE STREET
CURVE DATA TABLE (ALL LENGTHS ARE IN FEET)
HlJDS0N, Will 5401
Curve Radius Central Chord Chord ►bra
Tangent Bearings
Number % Lot Length Angle Bearing Length Length
Tangent In Tangent Out
C1 954.93 14629'41" N8714'18.5"W 240.94 241.58
585'30'51 "W N79659'28"W
3 954.93 04024'18" S87'43'00"W 73.40 73.42
S85430'51 "W S89655'09"W
2 954.93 03'58'23" N88,05'39.5"W 66.21 66.22
S89'55'09'*W N8600628"W
1 954.93 06607'00" N83602'58"W 101.89" 101.94
N86'06'28"W N79'59"28"W
C2 987.93 14'29'41" N8714'18.5"IN 249.26 249.93
S85030'51 "W N79659028"W
3 987.93 04619"14" S87040'28"W 74.48 74,50
585'30}51 "W S89050'05"W
2 987.93 03650'23" CNBB"14'43.5"W 66.19 66.21
S89'50'05"W N86619'32"W
1 987.93 06*20'04" N83`09'30"W 109.17 109,22
N8619'32"W N79'59'28"W
SURVEYOR'S CERTIFICATE
I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, hereby certify that by the
direction of Secluded Land Company, I have surveyed, divided and mapped a parcel of
land located in part of Government Lot 3 of Section 2, Township 31 North, Range 18
West, Town of Star Prairie, 5t. Croix County, Wisconsin, also being a part of Lot 1 of
Certified Survey Map recorded in Volume 8, Page 2141 ; described as follows:
Commencing at the Southwest corner of said Section 2; thence along the west line of
said Section 2 NO2"36'26"W a distance of 1319.19 feet to the southwest corner of said
Government Lot 3 and the southwest corner of said Lot 1. also being the point of
beginning; thence along the south line of said Government Lot 3 and the south line of
said Lot 1 N88019'92"E a distance of 378.96 feet; thence along the east line of said Lot 1
N25023'99"E a distance of 727.79 feet to the southerly right-of-way of C,T.H, "H"; thence
N04029'99"W a distance of 33.99 feet to the centerline of said C.T.H. "H"; thence along
said centerline S85°39'51 "W a distance of 415.55 feet to the point of curvature of a
954.93 foot radius curve, concave northerly, with a central angle that measures
1402941 " a chord that bears N87°14'18.5"W and measures 240.94 feet; thence
westerly along the arc of said curve and said centerline a distance of 241.58 feet to the
point of tangency; thence along said centerline N79°59'28" W a distance of 76.34 feet to
said west line of Section 2 and the west line of said Lot 1; thence along said west line of
Section 2 and said west line of Lot 1 S62036'26"E a distance of 699.05 feet to the point
of beginning. Containing 372,714 square feet or 8.56 acres. Subject to right-of-way for
County Trunk Highway "H" and subject to all other easements, restrictions and
covenants of record.
I also certify that this Certified Survey Map is a correct representation to scale of the
boundaries surveyed and described; that I have fully complied with the current
provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision
Ordinance of St. Croix County and the Town of Star Prairie in surveying and mapping
same_
Douglas J a 5 2145
S & N Lan S eying, Inc.
2929 Enloe St,
Hudson, WI 54915
0'rr Wlrs
Cole[- AS ,�. 7
ZAHL.ER
S-2145
HUDSON,
,. WI&
SLR
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 Star Prairie for advice.
THIS INSTRUMENT DRAFTED BY KEVIN REED ,SOB NO.6027-02 DATE: 8/06/02 REVISED: 9123J02 SHEET 2 OF 2
Vol, 16 Page 4401
(, Ci,6 IX COUNTY
M..... . ... .....
.............. . ...... ......... . ... ....
.. ..... ..........
........ ... ........ . 1:
I .::� ..............
. ..... . . ...
Dec
N08..�51 Z I s
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�1.4�i S�,''_�.iv�:��1E.'H'viL PR EVIOUS NO.
. . . .......
Y �'� � T ►��Y D�.0 tics
PLUMBER '� EKE RD�EW ALIC.# 33139LI
CSC L q:z coknSUBDIVISION
.. ... ...
Iwo itill
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........ .... ......... ...... . ........... ......... . .......... . 17 IF T
e00000' U SS REN'" , W" , 7'
T111 S - I- , 14 R M I r E X - P" h 1 1 F/25�2" NLT-j rd lr..J�r
1
CHAPTER 145.135 (2) WISCONSIN STATUTES
(a) The purpose of the sanitary permit is to allow installation
of the private sewage system described in the permit.
(b) The approval of the sanitary permit is based on
regulations in force on the date of approval..
(c) The sanitary permit is valid and may be renewed for a
specified period.
(d) Changed regulations will not impair the validity of a
sanitary permit.
(e) Renewal of the sanitary permit will be based on
regulations in force at the time renewal is sought, and that
changed regulations may impede renewal.
(f) The sanitary permit is transferable.
History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314
Note: 1f you wish to renew the permit, or transfer ownership of
the permit, please contact the county authority.
SBD-06499 (RI 1/20)
713
/zoz3
................. V