004-839-08-5316-CST-2021-202 R �� . �(�
Wisconsin Department of Safety and Professional Services �'" "�����' a Page 1 of� `
Division of Industry Services �
SOIL EVALUATION REPORT � -
In accordance with SPS 385,Wis. Adm. Code County
Sawyer
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,
but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D.
scale or dimensions,north arrow,and location and distance to near st road. 004839085316 '
�' 7 �� t� Revie d by Date
Please print all information. �t��v �— 1_�(,
Personal information ou rovide ma be used for seconda ur ose�Priva Law,s. 15.04 1 g �.i o2
Property Owner Property Location ❑ �
Bruce Linde Govt.Lot 3 '/. '/. S 8 T 39 N R 8 E (or) W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
W7324 Karamarie Dr 13 37/33#8519
City State Zip Code Phone Number ❑City ❑Village �Town Nearest Road
Pardeeville WI 53594 Coudera Hw E �����
� New Construction Use: � Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ ReplaCement ❑ P lic or ctommercial—Describe:
Parent material Glaciaf�Titl' o�^��S h Flood Plan elevation if applicable
General comments and recommendations:
ar�c �3 �
1❑ Boring# ❑ Boring
� Pit Ground surface elev. 102 ft. Depth to limiting factor 100 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. `Eff#1 *Eff#2
1 0-6 10 YR 3/1 sl 2msbk mvfr es 3f 6 1.0
2 7-43 7.5YR 4/4 sl 2msbk mvfr cw .6 1.0
3 44-100 7.5 YR 4/6 s Osg ml .7 1.6
2❑ Boring# ❑ Boring
�Pit Ground surface elev.97.5 ft. Depth to limiting factor 100 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2
1 0-7 10 YR 3/1 sl 2msbk mvfr es 3f .6 1.0
2 8-42 7.5YR 4/4 sl 2msbk mvfr cw .6 1.0
3 43-100 7.5 YR 4/6 s Osg ml .7 1.6
`EfFluent#1 =BOD,>30<_220 m /L and TSS>30 5 15 m / 'Effluent#2=BOD,>30<_220 m /L and TSS>30 5 150 m /L
CST Name(Please Print) Signature CST Number
Dan Burch 253808
Address Date Evaluation Conduct d Telephone Number
N5921 Count H K S ooner WI 54801 7-15-21 715.416.1642
SBD-8330(R04/15)
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� Boring# ❑Boring
�Pit Ground surface elev.97.5 ft. Depth to limiting factor 100 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Eff#1 'Eff#2
1 0-6 10 YR 3/1 sl 2msbk mvfr es 2m .6 1.0
2 7-40 7.5YR 4/4 sl 2msbk mvfr cw 1m 6 1.0
3 41-100 7.5 YR 4/6 s Osg ml .7 1.6
❑ Boring# ❑Boring .
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Eff#1 *Eff#2
❑ Boring# ❑ Boring
❑Pit Ground surface elev. ft. Depth to limiting factor in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2
'Effluent#1 =BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L *Effluent#2=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L
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AUG 1 � 2021
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5A G`AD�yNUs RA7lON
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CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE.
�✓ SOIL EVALUATION o Scale: �30 30 as so 0 SYSTEM PAGE 2 OF .
SITE MAP PLOT PLAN
PROJECT NAME: �5, DESIGN FLOW: 4�JO GPD
Linde System Attach design flow caiculations for commercial plans.
PROJECT AODRESS: HW�/ E Pipe Material/ASTM Standard(Tables 384.30-3&384.30-5)
N Sanitary Sewer: SCh 40 PVC. �
BM Symbol: � BM Elevation: ��� FT Force Main: /
BM o�s��;Pao,,: Nail in 10"oak
Slope Gradient(%) Indicate north by IMPORTANT:
6 Well Symbol(if appticable): Q drawing an arrow Show ground elevation contours at suitable intervals.
Of TestedlVea: on the approprite line.
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System Flevation: Load Rate: Systern Range: t�
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3 I Boring# ❑Boring
_J �Pit Ground surface elev.97.5 ft. Depth to limiting factor 100 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
"Eff#1 'Eff#2
1 0-6 10 YR 3/1 sl 2msbk mvfr es 2m .6 1.0
2 7-40 7.5YR 4/4 sl 2msbk mvfr cw 1 m .6 1.0
3 41-100 7.5 YR 4!6 s Osg ml .7 1.6
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Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. "Eff#1 'Eff#2
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❑Pit Ground surtace elev. ft. Depth to limiting factor in.
Sofl A lication Rate
Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GPD/Ft�
In. Munsell Qu.Az.Cont.Calor Gr.Sz.Sh. •Eff#� •EN#2
`Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mg/l "Effluent#2=BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L
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Notes/ Maintenance Requirements
MANAGEMENT PLAIV
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 Version 1.
1.This POWTS has been designed to accommodate a maximum daily flow of 30�ons of wastewater per day. The quality of
influent discharge lnto 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 mgll 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
standarcis 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 o�malfundions identifled 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 restoratlon or chemical or physical procedures for POVYTS may be used unfess 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 slze less than or equal to 1/8". Filters should be cleaned once in spring,a�d once in fall. A�so,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 instafled. These pipes shall be located epproximately 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 responsibte for formulating a water conservation plan that will ensure the system is rare�y 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 septfc tank component.
Leaks in the joints between manhole risers or covers shall be repaired by raplacing faulty seats with approved materials to make joints water-
tight.
B.Outlet Filter.The outlet fitter 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 distrlbution 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 eHluent.All failures created by surface discharge shall immediately be repoRed to the appropriate county.The pump shall then
be immediatety 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 pertnit is obtained from the county.
Project: Linde Geomat Page 5 of 10
�
CHECK BOX AS APPUCABLG. CHECK 130Xl�S APPLICA6LE.
�SOIL EVALUATION o Scale: 13� so' a5 s� C�'$YSTEM PAGE 2 OF
SITE MAP PLOT PLAN
PROJECT NAME: 7 51 DESIGN FLOW: � � v GPD
Lf � �' � �'�s r�n1 V�'EVi SL 1� Attach design fiow calculations for commercial plans.
PROJECT ADDRESS; I�O�� � ���-��/ � Pipe Material/ASTM Standard(Tables 384.30-3 8 384.30-5)
N Sanitary Sewer 5 i � `'�� /}��� �
BM Symbol: -!�r BM Elevatlon: � � '� FT Force Main: /
n/� � /
BM Description !`� �+�I �✓� �� � `� � �
Slo e Gradient % Indicate north by IMPORTANT:
P ( � Well Symbol(if appHcable): � drawing nn nrra.v Show ground elevation contours at suitable intervals.
of TeSled Area: on the approprite Ilne.
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8/13/2021 Real Property Listing Page
R2dl EStat2 Sawyer County Property Listing Property Status: Next Year •
Today's Date: 8/13/2021 Created On: 1/22/2021 11:30:17 AM .
�'Description Updated: 1/22/2021 '� Ownership Updated: 3/8/2021
__._._ _____ ------_.__ ___ __--- ---------___
Tax ID: 44073 BRUCE W&LOIS A LINDE PARDEEVILLE WI
PIN: 57-004-2-39-08-08-5 05-003-000160
Legacy PIN: 004839085316 Billing Address: Mailing Address:
Map ID: BRUCE W&LOIS A LINDE BRUCE W&LOIS A LINDE
Municipality: (004)TOWN OF COUDERAY W7324 KARAMAIRE DR W7324 KARAMAIRE DR
STR: S08 T39N R08W PARDEEVILLE WI 53954 PARDEEVILLE WI 53954
Description: PRT GOVT LOT 3 LOT 13 CSM 37/33
#8519 � Site Address * indicates Private Road
Recorded Acres: 0.817 14000W COUNTY HWY E STONE LAKE 54876
Calculated Acres: 0.000
Lottery Claims: 0 0 Property Assessment Updated: N/A
First Dollar: No - -
Waterbody: Little Courte Oreilles Z021 Assessment Detail
Zoning: (F-1)Forestry One Code Acres Land Imp.
(RR2)Residential/Recreational Two N/A
ESN:
2-Year Comparison 2020 2021 Change
Land: 0 0 0.0%
� Tax Districts Updated: 1/22/2021 Improved: 0 0 0.0%
1 State of Wisconsin Total: 0 0 0.0%
57 Sawyer County
004 Town of Couderay
572478 Hayward Community School District
001700 Technical Colle e �Property History
9 __ _ �_
Parent Properties Tax ID
a� Recorded Documents Updated: 3/8/2021 57-004-2-39-08-08-5 05-003-000110 43787
------.. _____...__ __ _ _ ._ __ _. _
WARRANTY DEED
Date Recorded: 3/4/2021 430298
CERTIFIED SURVEY MAP
Date Recorded: 1/20/2021 429451
PERMANENT LIMITED EASEMENT
Date Recorded: 9/23/2020 426663
TRAN PROJECT PLAT
Date Recorded: 7/29/2020 425347
QUIT CLAIM DEED
Date Recorded: 3/6/2020 422862
QUIT CLAIM DEED
Date Recorded: l/21/2020 422160
CERTIFIED SURVEY MAP
Date Recorded: 12/12/2019 421600
QUIT CLAIM DEED
Date Recorded: 12/6/2019 421518
CERTIFIED SURVEY MAP
Date Recorded: 10/16/2019 420536
EASEMENT
Date Recorded: 9/23/2019 420008
WARRANTY DEED
Date Recorded: 9/17/2019 419916
QUIT CLAIM DEED
Date Recorded: 9/9/2019 419793
QUIT CLAIM DEED
Date Recorded: 4/21/1964 118466
EASEMENT
Date Recorded: 7/25/1961 112031
MISCELLANEOUS
Date Recorded: 3/25/1926 044467 12/341
tas.sawyercountygov.org/system/frames.asp?uname=Eric+Wellauer ��2
8/13/2021 Real Property Listing Page
�HISTO�`t'�Expand All History_ White=Current Parcels Pink=Retired Parcels
.� �Tax ID: 5267 Pin: 57-004-2-39-08-08-5 05-003-000010 Leg. Pin: 004839085301 Map ID: :3.1
O Tax ID:43686 Pin: 57-004-2-39-08-08-5 05-003-000030 Leg.Pin: 004839085303
O Tax ID:43787 Pin: 57-004-2-39-08-08-5 05-003-000110 Leg.Pin: 004839085311
44073 This Parcel Parents Children
,
tas.sawyercountygov.org/system/frames.asp?uname=Eric+Wellauer 2�z
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