HomeMy WebLinkAbout014-942-27-2404-CST-2022-170 Yr�sconsin Department of Satety and Protessional Services
Division of IndusVy Services
SOIL EVALUATION REPORT P� i � 4
in aocordance wdh SPS 383,Wis.Adm.Code �
�OU"ry SAWYER �/1
Attach complete site plan on paper not Iess than 8 12 x 11 inches in size.Plan must
inGude,but not limi[ed to:vertical and horizontal reference point(BM),directbn and Parcel I.D. 57-014-2-02-09-27-2 04-000-000040 �
percent slope,scale or dimensions,north artow,and bcation and distance to nearest road. p
Please print all informaUon. Reviewed by oate �
Personal informalion You p�oNtle may be u5ed fw sewntlary P�rposes(Privacy Law,s.15.04(1)(m)). � q �,� �� �
Property Owner Property Location 1
ERTC P.&JULIE C.OLSON Govt.Lot ---�1/4 N11I 7/4 S Z� 7 42 J
N R 09 E(or)W
Property Owriers Mailing Address �ot# Bbck# Subd.Name or CSMIi Q
10570NORWICHAVENUES. 3 - #7566;V3QP162
Cily State Zip Code Phone Number rty �Vllage •Town Neares!Road
HASTINGS, MN 55033 � � ANCHOR LANE
ONew Construction Use�Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
�Replacement �PuWic or commercial-Describe:
Parent matenat SILTY ALLIJViLJM Flood Plain elevation rf applicable N� ft-
�`��a��"� g�� �i� MOUND SYSTFM--1,$4�S#t.1�Fl�l� 0.6 �-R
and recommenAations: �EI.�EAI 1�.1 h BC'YC)
PROPERTY ADDRESS�12747N ANCHOR LANE
����# � Boring
� p�� Ground surtace elev. 99.34 R. Depth to limitifg fador �4 in.
Soil licatbn Rate
Horizon Depth Dominant Color Redax Description Texlure Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu Sz. ConL Cobr Gc Sz.Sh. 'EffNt 'EffM2
I 0-5 7.SYR2.5/2 -- sil 2fabk ds cs 3vf-co 0.6 0.8
2 5-12 7.SYR3/2 - sil ]fsbk ds cs 2vf-w 0.4c 0.6
3 �2_�q 7.SYR4/4 -- sil Ifsbk ds as lvf-m 0.4c 0.6
4 �¢�6 7.SYR4/4 �fzsvaai6&iova�n sil lf I � -- 0.4c 0.6
aZ ���# �eorirg 98.94 14
Q Pit Ground surface elev. ft. Depth to Ivniting hactor in.
Soil liptbn Rate
Horizon Depth Dominant Cobr Redox Descripfion Texture SWdure Consistence Boundary Rools GPD/ff
in. Munsell Qu.Sz. Cont Cobr Gr.Sz.Sh. 'EfflFt 'Eft#2
1 0-7 7.SYR2.5/2 -- sil 2fabk ds cw 3vf-co 0.6 O.R
2 7'14 7.SYR4/4 -- sil ]fsbk ds C5 2vf-co 0.4c 0.6
3 14-19 7.SYR4/4 �f7.5YR4/6&IOYR62 sil Ifpl ds -- lvf-f 0.4c 0.5
'Effluent�1=BOD>30<220 rng�L and TSS>30<150 mglL 'Etfluent#2=BOD<30 rtKyL aM TSS<30 mg/L
CST Name(Please Pnnt) S� e CST Number
MARY JO HUPPERT Hollisters Soil Testin &Desi 224832
Address Date Eva wn Conducted Telephone Number
25720 FIREFLY I.ANE,WEBSTER,WI 54830 07-13,2022 715-426-1775
SBI}R330(R07113)
ISSUE OF PEFiMIT
M�
Property Owner OLSON,Eric&Julie Parcel ID# 07-014-2�12-09-27-2 04-000-OOCiD�{0 Page 2 W 4 .
' Boring
� �n�# ❑ pit Ground surtace elev. 98'84 ft. Depth to limi[irg Yactor �� ��� Soil A lication Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNF
in. Munsell Qu.Sz. Cont.Cobr Gr.Sz.Sh. 'Eftp1 •EftN2
t 0-4 7.SYR2.5/2 -- sil 2fabk ds cw 3vf-co 0.6 0.8
Z 4'12 7.SYR3/3 -- sil Ifabk ds cs 2vf-co 0.4c 0.6
3 �Z-�6 7.SYR4/4 -- sit Ifabk ds �S Ivf-m 0.4c 0.6
q 16-20 7.SYR4/4 t2f7.5YR4/6&10YR6/2 sil Ifpl � __ -- 0.4c 0.5
D Bonrg S ❑BO��
� pit Ground surface elev. ft. Depth to limiting factor in.
So�l lication Rate
Horizon Depth Dominant Cobr Redox Descripfion Texture ShuGure ConsisMnce BouMary Roots GPDMF
in. Munsell Qa Sz. Cant Cobr Gr.Sz.Sh. 'ER#1 'ER#2
Q��9
� �°09# Ground surface elev. ft. Depth to limi6ng fador in.
� P�� Soil licatbn Rate
Honzon Depth Dominant Color ReOox Descnption Textu2 Structure Consistence Boundary Roots GPDflF
in. Munsell Qu.Sz. Conf.Cobr Gr.Sz.Sh. 'EffIFi 'ER#2
`EfflueM#1 =BODS>30<220 mglL and TSS>30<150 mglL 'Eflluent#2=BODS<30 rc�yL and TSS<30 mglL
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Map Unit Description: Stinnett silt loam, 0 to 4 percent slopes, very stony---Sawyer County,
Wisconsin
Sawyer County, Wisconsin
856B—Stinnett silt loam, 0 to 4 percent slopes, very stony
Map Unit Setting
National map unit symbol: p16y
Elevation: 800 to 1 ,950 feet
Mean annual precipitation: 27 to 36 inches
Mean annual air temperature: 37 to 46 degrees F
Frost-free period: 80 to 150 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Stinnett and similar soi/s: 80 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Stinnett
Setting
Landform: Disintegration moraines
Landform position (two-dimensional): Footslope
Down-slope shape: Linear
Across-slope shape: Concave
Parent material: Silty alluvium and/or loess over loamy alluvium
over sandy lodgment till
Typical profile
A - 0 to 4 inches: silt loam
E - 4 to 7 inches: silt
E/8 - 7 to 18 inches: silt
8/E - 18 to 29 inches: silt loam
28t1 - 29 to 34 inches: loam
28t2 - 34 to 41 inches: sandy Ioam
3C - 41 to 55 inches: loamy sand
3Cd - 55 to 80 inches: loamy sand
Properties and qualities
S/ope: 0 to 4 percent
Surface area covered with cobbles, stones or boulders: 1 .5 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Runoff c/ass: Low
Capacity of the most limiting layer to transmit water
(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available watersupply, 0 to 60 inches: High (about 9.5 inches)
t 5f>;a Natural Resources Web Soil Survey 7/21/2022
Conservation Service National Cooperative Soil Survey Page 1 of 2
Map Unit Description:Stinnett silt loam,0 to 4 percent slopes,very stony---Sawyer County,
Wisconsin
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: C/D
Forage suitability group: High AWC, high water table
(G090AY007W1)
Other vegetative classification: High AWC, high water table
(G090AY007W1)
Hydric soil rating: No
Minor Components
Frogcreek
Percent of map unit.� 10 percent
Hydric soil rating: No
Wozny
Percent of map unit: 10 percent
Landform: Drainageways, depressions
Hydric soil rating: Yes
Data Source Information
Soil Survey Area: Sawyer County, Wisconsin
Survey Area Data: Version 19, Sep 9, 2021
ts[�� Natural Resources Web Soil Survey ��2��zoz2
Conservation Service National Cooperative Soil Survey Page 2 of 2
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,�`tc�N�W��.._ DIVISION OF INDUSTRY SERVICES
��"� 2331 SAN�UIS PL �
�
��'��� ��.�2��� GREEN BAV WI 54304-5211
,�� ' S` � � Contact Through Relay
I ; PS �� � httpJ/dsps.wi.gov/programs/industry-services .
����,��j �.. � www.wisconsin.gov
:>� �`:
...���' ��� "`.. TonyEvers.Governor
Dawn Crim-Secretary
August 1, 2022
Condifionally
CONDITIONAL APPROVAL APPROVED
OEPT.OF$AFEiV AN�PROFESSIONAL
SERVICES
PLAN APPROVAL EXPIRES: 2024-08-01 oivisioN oF ie STRV SEftVICES
Plan Review: PWTS-082201744-C
MARYJO HUPPERT
25720 Firefly Lane see coaResPONo ce
Webster WI 54893
SITE:
ERIC P. 8 JULIE C. OLSON
12747N ANCHOR LANE
Town of LENROOT
Sawyer County
Total Amount: $250.00
FOR:
Description: Three Bedroom Mound System \Sloped Site
ELJEN GSF Mound in a Box Component Manual—(N. 01/19), Pressure Distribution Component Manual
—Ver. 2.1 (May 2022-2027), 450 GPD, 14 inches lo limiting factor from original grade, Maintenance
required, Effluent filter
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED.
This system is to be constructed and located in accordance with the enclosed approved plans and with
any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin
Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department
per s.145.06, stats.
• A soil verification was conducted by Katie Petzel, Wastewater Specialist, on July 25'", 2022. The
results of this verification confirm that soil conditions throughout the proposed dispersal area are
consistent with the soil test submitted by Mary Jo Huppert, CST.
• During the soil verification it was found that a power line had been recently trenched in in the
dispersal component area. It is recommended that the soil be given time to settle back into place prior
to the construction of the dispersal component.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
. A sanitary permit must be obtained from the county where this project is located in accordance with
the requirements of Sec. 145.19, Wis. Stats.
. Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8
inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If
it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed.
If the site is too wet to prepare, do not proceed until it dries.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be
made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis.
Stats.
• A state approved effluent filter is required. Maintenance information must be given to the owner of the
tank explaining that periodic cleaning of the filter is required.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also
receive a copy of the appropriate operation and maintenance manual(s)and be responsible for
ensuring that POWTS is operated and maintained in accordance with this chapter and the approved
management plan under s. SPS 383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a
health hazard, the property owner must follow the contingency plan as described in the approved
plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
A coov of the aoproved plans, soecifications and this letter shall be on-site durinq construction and ooen
to inspection bV authorized representatives of the Department, which mav include local ins�ectors.
In granting this approval the Division of Industry Services reserves the right to require changes or
additions should conditions arise making them necessary for code compliance. As per state stats
101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe
building, shucture, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at
the address on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the
owner and any others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely,
l�a�i� �r�+,ee
v
POWTS Plan Reviewer—Wastewater Specialist
Department of Safety& Professional Services � Division of Industry Services
emaiC Katie.Petzel(�wisconsin.qov
Cell: 608-574-1189
7121/22,3:40 PM Real Property Listing Page
Real EStdte Sawyer County Property Listing Property5tatus: Current
7oday's Date: 7/21/2022 Created On: 8/29/2008 1D:43:42 AM ,
�Description Updated: 11/12/2019 � Ownership Updated: 9/10/2021
. . . ... ...... .. . . . . . . ,
Tax ID: 40081 ERIC P&JULIE C OLSON HASTINGS MN
PIN: 57-014-Z-q2-09-27-2 04-000-000040
Legacy PIN: 014942272404 Billing Address: Mailing Address:
Map ID: .8.4 ERIC P&JULIE C OLSON ERIC P&JULIE C OLSON
Municipality: (014)TOWN OF LENR00T 10570 NORWICH AVE 5 10570 NORWICH AVE S
STR: 527 T42N R09W HASTINGS MN 55033 HASTINGS MN 55033
Description: PRT SENW, LOT 3 CSM 30/162 #7566 uo
Recorded Aues: OJ30 r Site Address ' indicates Private Road
Calculated Acres: 0.676 1D47N ANCHOR LN * HAYVJARD 54643
Lottery Claims: 0
First Dollar. No l.� property Assessment Updated: 9/26/2014
Waterbody: Nelson Lake 2022 Assessment Detail
Zoning: (RRl) Residential/Recreational One
ESN: 400 Code Acres Land Imp.
G1-RESIDENTIAL 0.730 96,800 0
�� Tax Districts Updated: 8/29/2008 2-Year Comparison 2021 2022 Change
1 State of Wisconsin Land: 96,800 96,800 0.0%
57 Sawyer County Improved: 0 0 0.0%
014 Town of Lenroot Total: 96,800 96,800 0.0%
572478 Hayward Community School Distrid
O01100 Technical College
��Property History
.� Recorded Documentr Updated: 4/11/2022 parent Properties Tax�ID
TRUSTEES DEED 57-014-2-42-09-27-2 04-000-000010 18411
Date Remrded: 9/9/2021 434565
SHORELAND RESTORATION/PRESERVATION AGREEMENT
Date Remrded: 3/29/2022 438355
EASEMENT DEED
Date Recorded: 10/7/2019 420325
CERTIPIED SURVEY MAP
Date Recorded: 8/26/2006 355542
WARRANTY DEED
Date Recorded: 6/25/2001 291925 750/202
AGREEMENT
Date Remrded: 6/29/1964 118907 106/21
WARRANTY DEED
Date Recorded: 6/24/1964 il 907
�hild tli52ory Remrd Collot: 1 -
HISTORY O Expand All History White=Current Parcels Pink=Retired Parcels
O Tax ID: 18411 Pin: 57-014-2-42-09-27-2 04-000-000010 Leg. Pin: 014942272401 Map ID: .6.1
40081 This Parcel Parentr Children
hltps:Otassawyercountygov.orglsystem/fremes.asp?uname=Eric+Wellauer tl1