HomeMy WebLinkAbout008-1080-70-000 (2)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide maybe used for secondary purposes [Privacy Law, s.15 04 (1)(m)I.
TANK INFORMATION ELEVATION DATA
TYPE
MANUFACTURER
CAPACITY
Septic
WtESE2
Ic?�6Ja
Dosing
c,e,M,
pal ar-
Aeration
s
Holding
TANK SETBACK INFORMATION
TANKTO
P/L
WELL
BLDG.
Vent to Air Intake
ROAD
Septic
` „/i
�� /
2 l
Dosing
i t
u
I
3
Aeration
Holding
.PUMP/SIPHON INFORMATION L katox)
Manufacturer
D
'GPM -
Model Number
ERIC) J
,i
ZA
TDH
Lift
3o
Friction Loss
0-1k7-
System Head
4-5S -
TDH Ft
I't•?�%
Forcemain
Length I
Dia.Z a
Dist. to Well >/
SOIL ABSORPTIG"'X'STEM
STATION
BS
HI
FS
ELEV
Benchmark d
l OI
l O f
Alt. BM
Bldg. Sewer
•8
q .00'
SUHt Inlet
8•
gs. s
SUHt Outlet
Dt Inlet
Dt Bottom
l�•l0
set
(
Header/Man.
/
Dist. Pipe
GyC�
L System
3.
CX.
FinalGrade
y.Ll
a
!lt
Cover
OWer'�.l
3.b
g.2o/
%
RRENCH
Width /
Length I
-q6
No Of Trenches
0
PIT DIMENSIONS
No Of Ras
Inside DaLiquid
Depth
DIMENSIONS
(O •sO
_/�/
-Z
SETBACK
SYSTEM TO
P/L
JBLDG
IWELL
LAKE/STREAM
LEACHING
ManufaClu@.a
INFORMATION
CHAMBER OR
C4G.—r/ M�
Type OfS stem
/
UNIT
ModeJ.N^mb r _s
01
5I
DISTRIBUTION SYSTEM — i Will --7-
Header/Mamf Distn tion I l r Hole Size x Hole Spacing Vent to ` e
R3
pe ) Z � �3zrr -3 Length3 Dia Length is ' Spacing •
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over
Depth Over
zx Depth of
xx SeededlSetlded
xx Mulched
Bed/Trench Center
Bed/Trench Edges
Topsoil
Yes F] Na
I ] Yes No
saI
( 1
I
COMMENTS: (Include code discrepancies. persons present, etc) /1S}nspecbon #1J �:��/" /�yl L Inspection #2. 11 .2O
Location: 2332 10TH AVE ' 11 ` QIWJ��p(�7tpr�� 1---� O rL �.. [[[��,r,�/ S
1.) Alt BM Description = ST- yw..%►�L'pyYLOus(�'� (f-i Z ,� r:5,s � . ' +teY "•' u
2.) Bldg sewer length = ., ZAt �r'�$atr, „ f.�t 1 _ ��i_ 1 _ _ ^�„•n!
-amount of covfer = � �tL r' � �-i -#:t�� •1/tc3 �/ _
4other
Dr.'Akf-"r'es 0 2� d24 side for additional in Triation /
S -67 0 (R 3197) ( Dat€
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P.O.
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Mosel Addte�(dd�ieertr tlm neilirg addrtaa)
do Depraaent of Safety and P M - ' S� Plrsaal vdumavm You Provide soy, be used for smsrdYY
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❑ Sts Owned -Desezibe Use
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CSM Number
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Daigr tyow (Blid) Dmigo Sal Appliranm R+a4
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Dispersal Am (st)
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eptic tankeffluent fifer and r
spersal cell must be serviced i maintained GG0AAWr Ma
s per management plan provided by plumber. ) �- "� p- �te' '` ` P svAl-+ sr-e VA
must be maintained
d r� M4L
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Plot Plan
PROPERTY OWNER: '?A LF-E
leenpiDescription:_SE1 OF -ft SW/4SEC. 79, TZSN RII.W, -TbWAi
VE Ebtl 6ALLE 5rCR41X i1kkm-rV WkSCOPSIN
Ln8—IOW-70-000 / Z537. 104u AYBNuE
0
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bl
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Site location:
�i
tl
ro +h Ava. -;,-
M
M
1" = 40 FT.
(except where noted)
1� = backhoe pit
kar)4 baRl,
North
�TJU(- {z' ;` ;ice
i L p L�
1S0.st1e1940 DF CDNCRM -75� ABOVE CAURAD
kSsuMrn /CO3
' 92 Ltav�N�
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c GOPI
Fes: /o of Iy
May 20, 2021
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES:2023-05-20
Plan Review: PWTS-052101063-C
MARY JO HUPPERT
28497 King Arthur's Court
Danbury WI 54830
SITE:
Paul Lee
2332 10`h Avenue
St. Croix County
Town of Eau Galle
SE Y4 - SW Y4 - S28 — T28N — R16W
FOR:
DIVISIDN OF INDUSTRY SERVICES
10541 N RANCH RD
HAYWARO WI 54843-6462
Contact Through Relay
hill, IrOcps.wi.gov/progmmsMtlustry- erA s
www.wiewnsin.gov
Tony Even - Governor
Da" Crlm - leerelary
CONDITIONALLY
APPROVED
DEPT OF SAFETY AND PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
_ LiGI.Y I Ftt'(Ak&
SEE COFMESPONDENCE
Description: GeoMat Mound Component Manual — Edition
3 Bedroom GeoMat Mound — 450 GPD— 1, 2017
Replacement - 8" to limiting factor— Pressure Distribution Component Manual — Ver.
Effluent Filter - Maintenance required 2.0, SBD-10706-P (N.01/01, R. 10/12)
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.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• 28" of sand shall be installed between the contour and the bottom of the GeoMat product.
• Orifice shields are required on each orifice.
• This approval is subject to the conditions of the Interpretive Determination approved for this site on May
20, 2021
• Avoid installing the mound on disturbed soil along the west edge of the mound.
• The building sewer shall be installed/insulated per SPS 382.30(11)(c)
• The existing system shall be properly abandoned per SPS 383.33
• Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of
a single switch mechanical float does not allow the proper dose volume, two separate floats must be used.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches.
Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. 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.
• The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short
and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut
trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If
necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction.
• 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.
• 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 isrequired.
• A copy of the approved plans specifications and this letter shall be on -site during construction and open to
inspection by authorized representatives of the Department which may include local inspectors.
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.
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, structure, 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,
C2CP� /iGtGLkiL .-�
CeCe (Elizabeth) Rudnicki
Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services
(608)400-3186
elizabeth.rudnicki @wisconsin.gov
GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Owner Info
Project Name:
PAUL LEE
Owners Name:
(SAME) _
Owners Address:
2332 1DTH AVENUE
BALDWIN, WI 54002
Property Info
Property Address:
2332 10TH AVENUE
Legal Description:
SE SW S 28 T 28 N R 16 W
Township
Eau Galle County. St. Croix
Subdivision Name:
NA
Lot Number.
NA Block Number. NA CSM#: NA
Parcel I.D. Number.
008 - 1080 - 70 - 000
Plan Transaction No.:
Index Pages
Page 1 Index and title
Page 9 Tank cross sections
Page 2 Data entry
Page 10 Plot plan
Page 3 GeoMat mound drawings
Page 11 Soil test
Page 4 Lateral and dose tank
Page 12 " "
Page 5 Distribution media
Page 13 " "
Page 6 System maintenance specifications
Page 14 Aerial
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
«tl'AAMW HUPPERT
License Number: 1859-007
Date,�'�-v . 2>t+. 1h�
Phone Number. 715-426-1775
S nailk�` L
CONDITIONALLY
;e �.
APPROVED
FVr .:,:R _
DEFT OF SAFETY AND PROFESSIONAL SERVICES
.s 16d3 -
DIVISION OF INDUSTRY SERVICES
tS %NV€R FA=S '
Designed Pursuant to lh
SEE CO ESPONDENCE
Synergy q `, GeoMat Mound Component Manual (Edition 1, 2017), (N. 4117),
SSWMP Publication 9.6 Design of Pressure Distribution
Networks for ST-W (01/81) and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101, R. 10/12)
GeoMat Mound Edition 1, 2017 Page 1 of 14
Mound and Pressure Distribution Component Design
Site Information
R Residential or Commercial Design N ISO Required?
;...._ 360.00 Estimated Wastewater Flow (gpd)
— �1.50. Peaking Factor (e.g 1 5 = 150%)
Design Flow (gpd)
4.00 Site Slope (%)
96.35 Installation Contour Line Elevation (ft)
8.00 Depth to Limiting Factor (in)
0.40 In -situ Sod Application Rate (gpd/ft)
93.00' Contour Length Available (ft)
DistrIbutlon Cell Information
60,, Cell Wirth (ft) 70.00 Designer Input Cell Length (ft)
t00, Dispersal Cell Design Loading Rate (gpolfe) 45.00 Dispersal Cell Length Required (ft)
Influent Wastewater Quality (1 or2)
Pressure Distribution Information
Center or End Manifold
Number of Laterals
Lateral Spacing (ft)
Forcemain Drambadc (gal)
Forcemain Filter Loss (it)
Forcemain Diameter (in)
Forcemain Length (ft)
Inside Pump Tactic Elevation (ft)
Orifice Diameter (in) (e.g 0.25)
Orifice Spacing (ft) _
System Head (It) x 1.3
Vertical lift (ft)
Friction Loss (ft)
Total Dynamic Head (ft)
5x Void Volume (gal)
Minimum Dose Volume (gal)
System Demand (gpm)
Diameter Selection
Lateral Diameter Selection
in. die.
options
choice
0.75
1.00
1.25
1.50
:
x
2.00
x
3.00
It
Are the laterals the highest point
in the distribution I y _
network?
If N above, enter the elevation (ft)
of the highest point. [�
Does the forcemain drain back?�
9.89 ft'/orifice
Manifold Diameter Selection
in diaoptions I choice
1.25 x
1.50 x x
2 00
300
nufacturer Information
Treatment Tank Information Effluent Flitter Mormttlon
1000.00 Septic Tank Capacity(gal) NA Filter Manufacturer
(4
Wieser Concrete Products, Inc. 'MantAacturar [NA Filter Model Number
Does Tank Information Gallone/lnch Calculator
350.00 Dose Tani, Capacity (gal) Total Tank Capacity (gal)
17.00 Dane Tank Volume (gaUn) Total Working Liquid Depth (in)
Wilder Concrete Products Inc. Manufacturer gallm (enter result in cell DosseTankVolume)
Project PAUL LEE Page 2 of 13
r
Mound Plan View
B
3 ::-:•:-:-?:i:ii is
_ I L
Mound Component Dimensions
Observation Pipe
D 16. On G 10.50ft J 18?5lift w 2590ft
455.00 (ftz) Dispersal Cell Area 1242.90 (ft2) Basal Area Available
6 43 (gpd/ft) Linear Loading Rate 7.00 (ft) 1110 B Obs. Pipe Placement
Mound Cross Section View
Geotlllat Dispersal Area
ObffGeoMat
ion Pipe
12" ASTM C 33 sand as
required for Geo Mat Distribution Cell
component GeoMat + 12"ASTM C-33 sand
99.89 Finish Grade --�
98.76 Lateral Invert Elevation f'
W.68 Dispersa Cel
Elevation
Tilled Area
1 Forcemain
In situ soil f
In situ soil
Shading
ey "`
I 0
Topsoil Cap
1 0
Subsoil Cap
J 0
ASTM C 33 sand (F)
4 0
ASTM C 33 sand (D)
s
Tilled Layer
6 0
Geo Mat
Cover Material
Slope 4.0
Contour Elevation 96.35
See details on page 4 for number, size, and spacing of laterals
Project: PAUL LEE Page 3 of 13
1st Mike hated at Z
Mikes point down
Number of Laterals
2
Lateral Diameter
1.50
in
Lateral Length (P)
69.10
R
Lateral End (Z)
0.90
It
Lateral Spacing (S)
3.25
ft
Lateral Flow Raga
12.39
gpm
System Flow Rate
24.77
gpm
Dose Tank Information
Orifice Diameter 0.156 in
Orifice Spacing {X) 3.10 it
Orifices per Lateral 23
Orifice Density 9.89 Iizlonfi
Manifold Length 3.25 a
Manifold Diameter 1.50 in
Faraemain Velocity 2.53
ce
fftec
1rv�Aing cln Fr xilh \.aminy; luhaal.
�
kw�Aing hvi.Y•arN x:xa�r liC.hl rnl
S
I ha�brAl A•.
J' YMN Croat ''
UiaawnlYl'
' (kun wn Pipe
gniewal WII \aloe
�f-1
M'rr>Fmm I.IMric xwrca• �
xrcomnd .A;df
' [Iptwtul.wnM FOIIYIM WYIMMr
2 in.
Ar 11'hl yS+ACI
wtld Fr,vnJ
F �.xwT 6Aen
Sim /Tech Filter
STF 100 1/16 1{iFh .\Jur alenna�
Pnmp(M Fh. aI
e
.l 1'xmp Ori 1 krnin.�
D Ina.r
Derlension738.24
Gatons
A
380.81
B
34.00
C
65.19
D
170.00
Toted
850 00
{NIKIr
3�
Pum ar elavabon tt1)
87.83
DeFa twl.lawl oin (a)
87.00
Wieser Concrete Products, Inc.
capacity fi50.00
Volume 1 17.0o gaVmch
Fiter Manufacturer
Sin / Tech Fite
Filter Model Number
ISTF 100 1116
Alarm Manufacturer
!SJE Rhombus
Alarm Model Number
AS TANK ALERT
Pump Manufacturer
Goulds Water Technoiow, a xylem band
Pump Model Number PE 41
Pump Must Deliver 24.77 gpm at 18.2(1 8 TDH
..,e'cal i .,,�i I._! r<_�P,a
Project. PAIR LEE Page 4 of 13
GeoMat Distributlon Cell Media Layout
6.50 Cell Width (ft)
L 1-63 Sldewall to Lateral ift)
Distribution Cell Cross-section Arrangements
Q Q
Component Legend
O Dislnbution Pipe With Pressure Lateral L_J Orifice Shield
• -Fwnup FrICIOSOre — — — — — Pressure Lateral
GacfAat is covered with approved geoteRNe fS&iC ae Per IM their product approval -
Distribution Cell Plan View Layout - Typical
6.50 Cell Width - A ift) 70.00 Cell LMpth - 8 (n)
Typical Dispersal Cell
Distribution Lateral
Sand Fill Recommended
Orifice Shield
Plce Dfa
Approved Infiltrative Fabric
-: 1rAMU335oi.:: :.
GeoMat
congionent
Infll[1alrve Surface/Plow layer
Pm
Observation Pipes
.Z—Wcce. t.n<�4.
To FWi{e �/ a'M.n
!IIK78. Cix:".Li �JiJ�: -
Shading Key
Topsoil Cap
I Subsoil Cap
? ASTM C 33 sand (F)
4 0 ASTM C 33 sand (D)
5 0 Tilled Layer
0 0 Geo Mat
See IlBtallt on papa 4 fbr number, size, and sraong of laterals
Project PAUL LEE Page 5 of 14
Mound System Maintenance and Operatlon Specifications
Service Providers Name. JOHNSON SANITATION - Phone17154273-5811
POWTS Regulators Name, St Croix County SPIA --Zoning Office Phone (715) 38rr4880 1
System Flow and Load Parameters
Desgn Flow -Peak 450 gpd Maximum ln8uent Partkie Size 1 /8 in
Estimated Flow -Average 300 gpd Maximum 005 30 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 422.5 ft Maximum FOG 10 mglL
Type of Wastewater Domeslie Maximum Fecal CoWorm 1DE4 cfu/1D0 mL
Septic and Pump Tank
Effluent Fitter
Pump and Controls
Alarm
Pressure System
Mound
Service Frequency
Inspect and/or service once every 3 years
Inspect and dean as necessary at least once every 3 years
Test once every 3 years
Should test periodically
Laterals should be Bushed and pressure tested every 3 years
Inspect for polling 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 Synergy Systems GeoMat Mound Component Manual Version 1, 2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component
Manual Version 1, 2017. 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. Tillage of the basal area is accomplished with a mold board or chisel plow.
5 The mound structure and other disturbed areas will be seeded and mulched to prevent sod erosion and help reduce frost
penetration.
Lateral Turn -up Detail
6-8" Diameter Finished Threaded Cleanout
Lawn Sprinkler Grade \ Plug or Ball Valve
Box \\�I
Lateral Ells at Lan Ori&e where
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Distribution Lateral Lateral Cleanout i
2.5 Feet
Project- Page 6 of 13
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-84 We. Adm. Code, and shall maintained in accordance with its' component
manuals [Synergy Systems L.L.C., Geomat Mound Component Manual version 1, 2017, Pressure Distribution Component Manual Ver. 2.0
SBD-10706-P (N. 01A1) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance
reporting.
Septic and pump tank abandonment shag be in accordance with SPS 383.33, Wes. Adm. Core when the tanks are no longer
used as POWTS components.
Septic or purrflr tank k manhole risers, access rears and covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or
subject to failure must be replaced. Exposed access openings greater than &Inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or cortponent.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. The contents of the septic
tank shag be disposed of in accordance with NR 113. Wrs. Adm. Code- The operating condition of the septic tank and outlet fitter shag be
assessed at least once every 3 years by inspection.
The outlet titer shall be cleared as necessary to ensure proper operation. The tiger cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the tiger when removed from its enclosure. If the finer is equipped with an alarm,
the fitter shall be serviced it the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending
continuous alarm.
The septic tank shag have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the
tank. If the contents of the tank are no removed at the time of a triennial assessment. maintenance personnel shag advise the owner as to
when the next service meads to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance septic tank performance is generally not required However. it such
products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce.
Pump Tank
The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tasted to verify proper
operation. If an effluent fitter is installed within the tank it stag be inspected and serviced as necessary. If the force main has a weep fade,
it should be rated g it is functional during pump operation, and if not, it should be cleaned-
" No one should ever enter a septic or dose tank since dangerous gases may be present OW could cause dent r.""
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shag be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost peretratan. Traffic (other than for
vegetative maintenance) of the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-Febnary) dictate that the
mound be heavily mulched as protection from freezing.
Influent quality into the mound system may not exceed 220 mg/L BODs, 150 mg/L TSS, and 30 mgll FOG for septic tank eflhtent or 30
mglL BODs, 30 mg/L TSS, 10 mWL FOG, and 104du/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow
specified in the permit for the installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be
flushed of accumulated solids at least once every 3 years When a pressure lest is performed g should be compared to the initial test when
the system was installed to determine it orifice clogging has occurred and it orifice cleaning is required to maintain equal distribution within
the dispersal keg.
Observation pipes within the dispersal call shall be checked for effluent ponding. Ponding bkrois shag be reported to the owner, and any
levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Continency Plan
tithe septic tank or any of its components become defective the tank or component shag be repaired or replaced to keep the system in
proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component talk to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired of
replaced in its' present location by increasing basal area 9 toe leakage occurs or by removing biologically dogged absorption and dispersal
media. and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
Project "-7k'A L e�5 Page 7 of 14
2rg',�,GOULDS PUMPS
APPLICATIONS
Specifically designed for the
following uses:
• Effluent systems
• Homes
• Farms
• Heavy duty sump
• Watertransfer
• Dewatenng
SPECIFICATIONS
• Solids handling capability:
1/4" maximum.
• Capacities: up to 60 GPM.
• Total heads: up to 31 feet
•D'ch 1y"NPT
• Fully submerged in high
grade turbine oil for
lubrication and effident
heat trainer.
Available for automatic and
manual operation. Automatic
models include Mechanical
Float Switch assembled and
preset at the factory.
FEATURES
■ EP04 Impeller. Thermo-
plastic semi -open design wnh
pump out vanes for mechanical
seal protection.
a arge s¢e. z
• Mechanical seal: carbon-
rotary/ceramic-stationary,
BUNA-N elastomers.
• Temperature: METERS
1040 F (400 Q continuous 1
1400 F (600 Q intermittent
• Fasteners: 300 series
stainless steel.
• Capable of running
dry without damage to
components.
x
Motor.
• EP04 Single phase: 0.4 HP, z
115 or 230 V, 60 Hz, 1550
RPM, built in overload with
automatic reset I
• EP05 Single phase: 0.5 HP �� ~
115 V or 230V, 60 Hz, 1550
RPM, built in overload with
automatic reset
• Power cord: 10 foot
standard length,16/3
SJTW with three prong
grounding plug. Optional 20
foot length,16/3 SJTW with
three prong grounding plug
(standard on EP05).
Submersible
Effluent Pump
EP04 & EP05
Series
■ EP05 Impeller. Thermo-
plastic enclosed design for
Improved performance.
0 Casing and Base: Rugged
thermoplastic design provides
superior strength and corrosion
resistance.
■ Motor Housing: Cast iron for
efficient heat transfer, strength,
and durability.
■ Motor Cover. Thermoplastic
cover with integral handle and
float switch attachment points.
■ Power Cable: Severe duty
rated oil and water resistant
30'
25-- --- - -- — - -- -
6 20
5
-
-
4
3 10�--_—
—_—�--_
2
0 0
- -ia _ --
_ �—
o
zo
3 a
0 2 4 1 6 8
■ Bearings: Upper and lower
heavy duty ball bearing con-
struction.
AGENCY LISTING
ccCanadian Standards
Association
us File # LR38549
Goulds Pumps is I50 9001 Registered.
I, EP05
EP04
40 50
_.—_- - GPM.
10 12 MVh
Goulds Pumps
02005 P-TWater Technology, Inc 2 (_ �— ITT Industries
Effective January, 2005 lii flu
03971
Wastewater
METERS FEET
40 \
PE51
35
10
30 PE411e
Q or»
25 \
V_
z 20
0 .._
Q 15
O
r
10
5
0 00 /10 20
0 5
PERFORMANCE RATINGS
PE31
Total Head
(feet of water)
GPM
5
52
42
F-101
15
29
20
6
25
0
PE41
10
CAPACITY
Total Head
(feet of water)
GPM
8
6i
10
57
5
46
20
33
25
16
MODELS: PE31, PE41, PE51
HP:.33, .40, .50
S
70 GPM 80
M31b
PE51
Total Head
(feet of water)
GPM
10
I
20
67
Si
50
25
39
30
26
35
8
LfE, PAt.LL
PAt'X- F "V 1
a
4'
1. 1
or1,M
0 )14
FILTER
OR
BAFFLE
n
N
=3
4" VENT
_ - -EPUMP
4"OUTLET
r
WLP1000 650— MR
TANK SPECIFICATIONS
DIMENSIONS:
WALL: 3"
BOTTOM: 3"
COVER: 5"
MANHOLE: 24' I.D. PRECAST CONCRETE RISER
HEIGHT: 54' 2" O.D.
LENGTH: 148 O.D.
WIDTH: 04" O.D.
BELOW INLET: 43" O.D.
LIQUID LEVEL: 38"
WEIGHT: BOTTOM 14,940 LBS.
INLET AND OUTLET:
4" CAST —A —SEAL BOOT OR EQUAL
GASKET, CAST -A -SEAL BOOT OR EQUAL
INLET AND OUTLET BAFFLE AND FILTER:
WISCONSIN, SEE DETAIL 010
(OTHER STATES SEE CHART)
LIQUID CAPACITY: 26.32 6AL�N �PEPTI )
17.00
LOADING DESIGN: 8' 0" UNSATURATED SOIL
MN TANKS:
WILL HAVE ONE VENT OVER OUTLET
AND WILL HAVE TWO VENTS IN COVER OVER INLET
TANK CAN BE USED AS:
SEPTIC/ HOLDING/ PUMP OR SIPHON
OR SEPTIC/SIPHION
CUSTOMIZED TANKS:
TANKS CAN BE CUSTOMIZED CONTACT WIESER CONCRETE
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
a
U
:3
Plot Plan
PROPERTY OWNER: r 4 (A L LE6
LeplOesuipthn: 5F-'A OF TK 544 SEC. Zq, TzgN. RU.�J� RrWAi
DF EAU &A1L61_Sr- Cadix cokrJTy,, W 4se uslfJ
'YANK w
0" Rp-d
* -4 be
ABAPWJEXI
rpA 5Ps
Wu. +�M
COCA
v
Site location:
f
ya�/
Ip i Yc!?ZTiPOF
�i oNGtElf imi
So i
40
vq
101' b i. 'SSM
fr
AVE, F-O- h)
E0
3
1" = 40 FT.
(except where noted)
a = bad pit
hart[ batlw-
yo.iz AeOs
` B*.ej.Ti DF OACK57L' .Y5f ABOVE C4WR D
A-S.SWAZZ 1W,Q7
.Q
1i �S
9yItn
L INF-
it
I:I
M
PA": /0 0l ly
Wisconsin Department of Safety and Professional Services
Division of Industry Services
SOIL EVALUATION REPORT
Page I of J'y
In accoraank wim ore .wo, vvp. rwm '.
-
County ST. CROIX
Attach complete site plan on paper not less man 8 12 x 11 inches in size Plan must
Parcel 10 008 - 1080 - 70 - 000
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road
Please print all information.
Reviewed by Date
Personal mformwmn Yoe prwde may be wed for secondary purposes (Privacy Law, s. 15 04 (11(m))
Property Owner PAU-
Property Location
MAI:h1 LEE (CHONG MOUA)
Govt. Lot --- SE IM SW 114 S 28 T 28 N R 16 E (or) W
Property Owners Mailing Address
Lot
Block i
Subd Name or CSMV
2332 IOTH AVENUE
--
-
I -
Ay State Zip Code Phone Number
_ ity [:] Village own Nearest Road
BALDWIN, WI 1 54002 ( 651) 308-0207
IOTHAVENUE
New Construction UseQ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
aReplacement Public or commercial - Describe�
Parent material LOESS OVER TILL flood Plain elevation d applicable NA ft.
General cormients PRELIMINARY TEST CONDUCTED AS NO A+4 CONDITIONS ON SITE. STATE OF WISCONSIN WILL
and recommendab". NEED TO COMPLETE AN ON -SITE TO PROCEED WITH AN INTERPRETIVE DETERMINATION
REPORT.
Ok)- -S-M' W CeCr- =NM--k-gftT&_W,,s RWATqt. Sr'Et'iN,f5T l0.W'*V NVGL-
F71Boring
e ❑ Bum
ElPit Ground surface elev. ", /C R Depth to IrrWrg factor 13 in.
Sod Appbcabon Rate
Horizon
Depth
in
Dominant Color
Munsel
Redox Description
Du Sz. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDfff
'Eff01
'Ef112
1
0-10
IOYR2/2
sil
3fsbk&gr
mfr
as
3vf-co
0.6
0.8
2
10-13
IOYR4iI
-
sil
2fabk
mfr
as
2vf-co
0.6
0.8
3
13-20
I0YR4%I
midluYRwe
sill
Ifabk
mfr
__
_
0,4c
0.6
2
Boring 0 ❑ Boring 8
Q Pit Ground surfaceelev ri'{. bs- it Depth to lirnitng factor in
Sod Application Ram
Horizon
Depth
in.
Dominant Color
Munsel
Redox Description
Ou. Sz. Corn Cob,
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDRR
'Eff01
'E1f02
1
0-8
IOYR2i2
--
sil
3fabk&gr
mfr
as
3vf-co
0.6
0.8
2
8-16
L IOYR4f1 I
mid10YR46
sil
Ifabk
mfr
- I
7vf-co
0.4c
0.6
anoint ei - ciao > Ju < LGu mg/L and i UU >d0 < 150 nxyL ' Effluent 02 = BCD 130 mg& and TSS < 30 mg&
CST Name (Please Print) _ _ Sign CST Number
MARY JO IIUPPERT Hollister s Soil Tcstin & Design) C 224832
Address Data Eviluifilibn Concluded Telephone Number
28497 King Artbues Court, Danbury, WI 54830 11 - 27, 2020 ¢ 715-026-1775
04-06'ZcZ1 Stll" 30(R07113)
Property Q+'^er
LEE, Paul
Parcel ID #
008 - 1080 - 70 - 000
2 4
Page —Of
3min.
i Boring Boring # ❑ Pit Ground surface elevto 96.35 ft. Depth N+wMg factor 10
Sod icaeon Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu, Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDRF
-Ef1#1
-Eff#2
1
0-10
10YR2/2
-
Sil
3fabk&.Sr
mfr
—
—
0.6
0.8
2
10-14
IOYR4/1
mid IOYR4/6
Sil
Ifabk
mfr
--
--
0.4c
0.6
❑ Boring # Boring
pit Groundsurfaceelev. ft. Depth to timHirg factor lo.
Soil Appkabon Rate
Horizon
Depth
in.
Dornnant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Cons"sterim
Boundary
Roots
GPD#P
'EB#1
'Eff#2
Boring #ng
Pit Ground surface elev. ft. Depth to Yrribng Factor N.
SM
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr Sz. Sh.
Consistence
Boundary
Roots
GPOM
'Eff#1
'Eff#2
Effluent #1 = SOD, > 30 < 220 mg/L and TSS >30 < 150 mglL
500.931C IRC]. III
' Effluent #2 = SOD, < 30 mglL and TSS < 30 mft
Plot Plan
PROPERTYOWNER: r AuL LaE
i
Legal Description: 5r- cF IK 'Sw 4, SEC. ZBr TZSN, Ru.w -r"QAi
OF EAU CALF, Sr.CRNX CCuniTVr WtSCO/6nI,14,
1" _= 40 Fr.
(except where noted)
a = badchoe pit
harrl bau,
y0.65 AcxCS
zu�Z—aP o� r
G.zou ND
' (LAvu'
ov�ra� , ti
* 7D F,E � �o •,,
t
Site location:
c
i
c� Ale:
Y
RECEIVED
06-14,2021 Memo
To
ST CROIX COUNTY
COMMUNITY
DEVELOPMENT
From
MARYJO HUPPERT
CST #224832
Re
REPLACEMENT POWTS
AT 2332 10TH AVENUE
[Company]
Comments:
JUN 14 2021
ST. CROIX COUNTY CDD
THIS IS IN REGARD TO A FAILING POWTS AT 2332 10TH AVENUE, BALDWIN..
THIS SYSTEM HAS BEEN FAILING FOR A LONG PERIOD OF TIME THE OVERFLOW
OBSERVED MAKES THAT EVIDENT.
THE INTERPRETIVE DETERMINATION AND DESIGN HAS BEEN APPROVED BY THE
STATE OF WISCONSIN- THE COUNTY PERSONNEL WAS ON SITE APRIL 5, 2021
IT IS EVIDENT THERE ARE CHILDREN THAT PLAY IN THE AREA BASED ON
PLAYGROUND EQUIPMENT IN THE BACK YARD.
THIS PERMIT SHOULD BE ISSUED AS SOON AS POSSIBLE
RESPECTFULLY SUBMITTED,
MARYJO HUPPERT
CST #224832
DESIGNER 1859-007
Tel [Telephone) [Street Address] [Website]
Fax [Fax] [City, ST ZIP] [Email]
replace with
LOGO
RECEIVED
Wsconsm Department of Safety and Professional Servrces JU N 14 2021
Dmsron of Industry Services
SOIL EVALUATION REPORT Page! pt�11
aL C ROD( COUNTY CDD
in acconianoe wdh SPS 383, WM Aden Code
County ST, C'ROiX
Attach camptee site plan on paper not less than 8 12 x t I inches in size Plan must
Include, but not lorded to vertrrai and horizontal remrence point (SM). direction and Parcel I D O(18 - 1081) - (l - CKIO
percent slope, scale or dmensions, north anow, and location and distance to nearest road.
Please print all information. Reviewed by Date
Personal rrCormaWn you woxae may be uses fur se ary purposes tPrivacy Law s 15 61 f 11 imt)
zrepeny Ow PAU4- Property Location 110
AIAFFA LEE iCHONG WfOU.A) Govt. Lot ---- SE 114 SW 1/4 S 28 T 28 N R 16 E (or) W
aroperty Owner's Marling Address Lot # Block # Subd Name or G.SNRY
,332 WTH AVENUE - —
BALDWIN, 1 151 1 54002 j 1 651 ) 308 - 0207 + LIB M I E I I OTH AVENUE I
New Construction UseEI Resdentia / Number of bedrooms 3 Code demed design flow rate 450 GPD
F. Replacen(erit El Pubic or -Desrnbe
Parent natenal LOESS OVER TILL Flood Plan elevaWn if applicable pyA fl
General comments PRELIMINAR1" TEST CONDUCTED AS NO A-4 CONDITIONS ON SITE. STATE OF WISC'ONSIN WILL
and recornrtrendatwns NEED TO COMPLETE AN ON -SITE TO PROCEED WITH AN INTERPRETIVE DETERMINATION
REPORT _ - ---
"tr W CcCF "unNr _.___Wts StviT 51CJ L15T - ,ti --- Nc'l"
r-i
1 1 - Q Ground surface efev 5'6 IC ft Depth to hm----factor 13
Pn
Sod Appkal" Ram
Horizon
Depth
m
Dommant Color
Munse"
Redox Description
Qu. Sz ConL Color
Texture
Structure
Gr Sz Sh
Consistence
Boundary
Roots
GPD1fF
•Eff#i
•EfW
I
0-10
JOYR2.2
--
sd
3tsbk&er
Intl
as
3rf-co
O6
OS
_'
10-13
I0YR41
__
sil
Zfabk
mtr
as
2vt-co
0.6
0.8
3
13.20
1OYR4,1
n)III 10YR46
511
Ifabk
mfr
._
--
0.4c
0-6
0 Bonrg
&zing #
El Pit Ground
surfac-eiev 9'f. LS
8
it Depth to funding factor In
Sod Application Rate
Depth
Dominant Color
Redox Desenpnon
Texture
SWcture
Consistence
Boundary
Roots
GPDNF
in.
MunseO
Qu Sz. Cont Odor
Gr. Sz. Sh
'E{f#1
•E
E-on
3
lOYii?-'Z
sll
31abk&
mfr3%f--cu
06
08
11-16
1 IOYR4,1
_mid 105R40
sil
lrabk
r mrr
-
2cf-co
04c
0.6
• Effluent #1 = BOD, > 30 1220 mogul and TSS >30 , 150 rtg/L ' Effluent #2 = BOD. < 30 myL and TSS < 30 mg&
CST Nave ;'Please Print) Sgn CST Nurrit er
V9AN,Y )0 HGPP6RT (H0lhsler'. Still Tesuna & DL'�lyn) 214832
Address Date Evidu#ti5n Conducted Telephone Number
2&497 King Anhur's (bun. Danbury. LYI 54830 I 1 -?7. 201_0 $ 715-4261775
04-05,zcal Wl)S33(i(R07 I_
Plot Plan
RECEIVED
Page 3 of
JUN 14 2021
)-�
PROPERTY OWNER:
PAUL
LEE
ST. CROV COUNTY CDD
1" _= 40 FT.
(except where noted)
Legal Description: S+`ll`1 cF -ttt6 5w/4-
Ste" N. TZYN
R16t,,: Tcl,;h:
G=backhoepit
v : hapcl bcxac
tryF EALA 6-N L>..E., Si. �"uIX [��t>,U
1Y1 L��SCC:/u_`.7y.
�i�.C�'�•�S
GG4'ICSC%� 7C—C'cG Z�i1
i0'iiiE-1v�NuE
i
North
a
&. J
i_ �l-viN i
� Y
Site location:
STr CR0IX 0LJN-rY SANITARY SYSTEM Fite Office
Use Only
OWNERSHIPIADDRESS FORM Created 2/2021
Community Development Department will utilize this information to provide the property owner with
information regarding operation and maintenance of your new or replacement sanitary system! This
information will be provided as part of our ongoing efforts to protect public health, your well, groundwater,
surface water, property values, and county resources. Once approved, this completed form and educational
information will be sent to you by emaiL If you would like to view your issued sanitary permit online, you can
do so by using the PropeM Files Scanned weblink.
Owner/iwer
Mailing Address
OWNER/BUYER INFORMATION
rAUL LE L ( itY1 vC :'� ,`0
Z33? I'b�A +EVE
i� a Akre-S S
City/State/Zip-'Nic-D Val ry
Phone Number (required)
Email Address
Parcel Identification Number
(found on the property tax bill)
- r 70— OC)
NEW SYSTEM: LEGAL DESCRIPTION
Property Location St 1/4 , S w 1/4 , Sec � T zh N R I �c W, Town of
Subdivision Plat:
F='�iC4 C���•4LCC
Lot #
Certified Survey Map # 1V 71( Volume Page #
Warranty Deed # i l D %`l L'j (before 2006)Volume Page #
Number of bedrooms z� Spec house O yes12!(no Lot lines identifiable yes O no
New Property
(verification
(Staff)niUals) (Date)
fvM
USE ONLY
from Community Developr t Deparumm for new c tnjction.)
This form must be submitted with all Private Onsite Water Treatment System (POINTS) applications.
New Sysk4w Include with this form a recorded warranty deed %ram the Register of Deeds Office and a copy of the certified
survey map if reference is made to the warranty deed.
Community Development Department — Land Use Division
715-386-4680 St Croix County Government Center 715-245-4250 Fax
1101 Carmichael Road, Hudson, WI 54016
Parcel #: 008-1080-70-000
Valid as of 06/15/2021 08 57 AM
Alt. Parcel #: 28.28.16.428
Owner and Mailing Address:
PAUL LEE
1069 STINSON ST
ST. PAUL MN 55103
Districts:
Dist# Description
5586 ISCH DIST SPRING VALLEY
0106 CHIP VALLEY VOTECH
Abbreviated Description: Acres: 40.00D
SEC 28 T28N R16W 40A SE S
TOWN OF EAU GALLE
ST. CROIX COUNTY,
WISCONSIN
Co-Owner(s):
Physical Property
Address(es):
* 2332 LOTH AVE
Parcel History:
Date D Vo_IlPage _- _ Type
07/20/2020 110 LC
more .
Plat
Tract (S-T-R 40% 1601A GL)
Block/Condo Bldg
* N/A -NOT AVAILABLE
128-28N-16W
1
2021 Valuations:
Values
Last Changed on
06105/2019
Class and Description
Acres
Land
Improvement
Total
_G4-AGRICULTURAL
_
3,400.001
0.00,
3,400.00
G5-UNDEVELOPED
_17.000
13.000
22,000.00
0.00
22,000.00
G6-PRODUCTIVE FORST LANDS
1 7.000
24,600.001
_
0.00
24,600.00
G7-OTHER
3.0001
15,000.001
94,300.60 109,300.00
for 2021
300.00 159,300.00
0.00,. 0.00
Totals for 2020
2021 Taxes
Taxes have not yet been calculated.
Key *-
Primary
��x•TW,/
DIVISION OF INDUSTRY SERVICES
10541 N RANCH RD
_ _
HAYWARDW 548I7-0462
" 0
$
Canted Through Relay
P
hnp://deg•.x9.goWpN rWomndstryaarvicas
S
w .wpm Mgm
May 20, 2021
CONDITIONAL APPROVAL
SOILS SATURATION DETERMINATION
Plan Review Number: PWTS-052101063-C
MARY JO HUPPERT
28497 King Arthur's Court
Danbury Wl54830
SITE:
Paul Lee
2332 101h Avenue
St. Croix County
Town of Eau Galle
SE X - SW X - S28 —T28N — R16W
Tony Evers - Oor•mor
CONDITIONALLY
APPROVED
DEPT OF SAFETY AND PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
SEE COKRESPONDENCE
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.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• Approval is hereby granted pursuant to s. SPS 385.60(2), Wis .Adnn. Code, to estimate the depth
of seasonal soil saturation based on an interpretive determination process completed by Mary Jo
Huppert Certified Soil Tester (CST) and her recommendations.
• This approval is limited to the soil characteristics within the tested area. This approval is basec
upon best management practices and does not warranty the functioning of the system. Water
conservation, wastewater disposal practice and system maintenance will aid in the longevity of
the system.
• On -site visit was conducted by CeCe Rudnicki, DSPS on April 5, 2021
• The estimated highest level of prolonged soil saturation approved under this determination is 8
inches below grade. At least 28 inches of sand lift on top of 8 inches of unsaturated, in -situ soil is
required for adequate treatment and dispersal.
• The basal soil application rate for the mound shall be 0.4 gpd/sf, and the linear loading rate 7.0
gpd/ft.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8
inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the
soil. 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.
• Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to
improve vertical water movement into the soil solum.
• Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent
surface water from concentrating along the up slope edge of the mound and to divert surface
water drainage away from the system.
• This approval shall remain valid unless the site is altered in such away that the depth to soil
saturation would change or if saturated conditions are observed for seven consecutive days at
depths less than 3 feet below the infiltrative surface of the POWTS distribution component.
• This approval in no way relinquishes the use of color patterns to estimate the depth to high
groundwater on any other parcels or portions of parcels.
• A copy of this approval letter and attachments must accompany the mound system design for this
site for purposes of plan approval and sanitary permit issuance.
A copy of the approved plans, specifications and this letter shall be on -site during construction and open
to inspection by authorized representatives of the Department, which may include local inspectors. All
permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
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, structure, 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 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,
CeC� g '
CeCe (Elizabeth) Rudnicki
Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services
(608)400-3186
elizabeth.rudnicki@wisconsin.gov
Mulm,a `0:
PROPERTY PAULLEE
OWNER:
233210TH AVENUE
BALDWIN, WI 54002
SE'M4 of the SWX, Section 16, T87N, R16W
Site Location: Town of EAU GALLE
ST.CROM COUNTY
CONDITIONALLY
APPROVED
DEFT OF SAFETY AND PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
Structure To Be Served: 3 bedroom dwelling
a I mac:
SEE CO ESPONDENCE
Prepared by: t b
MarT, _ o Huppert, ST 9224832
Designer WIWYO-b?iy
Date
HOLLISTER'S SOIL TESTING & DESIGN
28497 King Arthurs Court
Danbury, W 54830
715-4z.,- 07S
INTRODUCTION
In October 2020 this soil tester was contacted by the owner's brother
to complete a soil evaluation for a septic system. The soils did not
have A+4 conditions that is required per the State of Wisconsin,
Department of Safety and Professional Services regulations. This
report is required to determine the suitability or the installation of a
private on -site wastewater treatment system (POWTS) in lieu of
groundwater monitoring.
This property has an existing dwelling and with numerous out
buildings and has been an operating farm for many years. The
owner currently rents the farm land for cropping. Numerous
backhoe pits were evaluated and it was determined that an Interpretive
Determination Report (IDR) would be required for an approval of the
POWTS.
The property is located two and a half miles south of 1-94 and near
County Road BB and on 10th Avenue in the Town of Eau Galle.
II. PREPARATION OF REPORT
This report is being prepared according to the standards set forth by DSPS
385.60(2) of the Wisconsin Administrative Code and a guideline prepared
by Leroy lansky called "Preparing the Interpretive Determination Report."
III. REQUIRED INFORMATION
A. The Soil Evaluation Report has been conducted according to DSPS
385.40 and is attached as part of this report.
PAGE 2 -- LEEITOWN OF EAU GALLE
B. Local Hydrology
1. Surface water: no ponding appears to take place on the site
based on the vegetation. Below is a map from the St. Croix
County website showing wetland areas which shows this area is
not in a wetland or a wet meadow thou some is located to the
west. The site has a 1 percent slope to the south/south west.
SCC ArcGIS Web Map
5/312021, 4:44:47 PM
Public ROW Wetland Areas EmergenVwet meadow, Aquatic bed
Tax Parcels Aquatic bed Emergent/wet meadow, Flatsrunvegetated wet soil
Subdivislon/CSM Boundaries Emergenb'wet meadow EmergentN+et meadow, Open Water
SCC CDD I R, SCC Coo I SCC coo jxe SCC R,gM1 yDpl IFEM , 9CC Coo i CDD r,d NP
I
To vv n of
Eau Valle
t a„
[MI
PAGE 3 — LEE/TOWN OF EAU GALLE
2. Subsurface water: some rainfall leaves the site and some is
absorbed into the A horizon. The silt loam texture within the A
horizon has good structure with root and worm action taking
place. The subsoil has a weaker structure which tends to hold
more water due to the evidence of redoximorphic features which
varies from 8 to 20 inches.
3. Soil Saturation: soil appears to become saturated due to the
heavier sandy loam and sandy clay loam. No water was observed
in the twelve pits that were excavated. One pit 50 feet west of
proposed POWTS site had redoximorphic features in the A
horizon in Skyberg soils which is a hydric soil.
4. Surface Water Elevations: this area is within the St. Croix
Rivefway Basin. There are no surface waters near the proposed
site. See the attached "Surface Water Data Viewer Map" from the
WI DNR website. The St. Croix River is location approximately 15
miles to the west. Carr Creek flows into the Eau Galle River 2 Y2
miles east and flows at a southern direction. See map from St.
Croix County website.
2" Z
22 zt !J
t
y
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to
C` pp
ti 14 is JD ?'
PAGE 4 - LEE/TOWN OF EAU GALLE
AQSurface Water Data Viewer Map
W
Legend
ti
Li 14cigtHUCS(Watershads)
MunicipaIrty
State Boundaries
County Boundaries
Major Roads
suu.Hpm.ay
4
US Hql�, 4
ifs County and Local Roads
Lone RUC
R211roads
Tribal Lands
Rivers and Streams of
Intermittent Streams
Lakes and Open water
Index to
EN_Imags_8ssemap_LeaL
Off
't 7_
Ail
4, imp
15 0 075 1 5M1145
NAD-1983—HARN—aswinmr—TIA 1: 47,520
10
IL 19111111p,�,
PAGE 5 — LEE/TOWN OF EAU GALLE
C. Geomorphology:
1. Parent material: the parent material is silty sediments.
2. Landform Type: ground moraines; usually deep silty to firm
clay loam.
D. Landscape Position and Local Topography:
See the elevation map below.
PAGE 6— lee/TOWN OF EAU GALLE
E. Soil Series and Mapping Units: The United States Department of
Agriculture (USDA) has the area mapped as a VlasitySeries and near Skyberg
Series in which redoximorphic features were in the A horizon. This soil
tester encountered the soils similar except finding redoximorphic feathers in the
subsoil instead of the clay films on faces of the peds.
The series is described as moderately well drained and permeability is moderately
slow.
SOIL MAP
Wisconsin Department of Safety and Professional Services
Division of Industry Services
SOIL EVALUATION REPORT
Pape I of $y
in accordance with SPS 383, Ws. Adm Code
Canty ST. CROIX
—
Attach complete site plan on paper not less than 8 12 x 11 inches in size. Plan must
include, but not limited to vertical and horizontal reference point (BM), direction and
Parcel I D. 008 - 1080 - 70 - 000
percent slope, scale or dimensions, north arrow, and location and distance to nearest road
Reviewed by Date
Please print all information.
Personal mfornWron you proade may be used fm s Wwy purpmm (Pnx y Law, a. 15 04 (1) (m))
Property Owner P414-
Properly Location e
41•AFF LEE (CHONG MOUA)
Govt. Lot — SE Im SW 114 S 28 T 28 N R 16 E (or)
Property Owners Mailing Address
Lott
Block t
I Subd Name or CSMt
2332 IOTH AVENUE
--
--
-
city State Zip Code Phone Number
ity -- Village ElTown Nearest Road
BALDWIN, W1 1 54002 ( 651 ) 308-0207
IOTHAVENUE
Q New Construction UseQ Residential! Number of bedrooms 3 Code derived design flow rate 450 GPD
E] Replacement Public or commercial - Describe
Parent material LOESS OVER TILL Flood Plain elevation N applicable 14A It
General comments PRELIMINARY TEST CONDUCTED AS NO A+4 CONDITIONS ON SITE. STATE OF WISCONSIN WILL
and recommendations. NEED TO COMPLETE AN ON -SITE TO PROCEED WITH AN INTERPRETIVE DETERMINATION
REPORT.
ON- sxc W C642e AUMN 04 50C Wks-,V WATff, sp�ii"S'r stWVlj NEt.-
I❑
Boring t ❑ Boring
Q Pit Ground surface elev ", 10 R. Depth to limiting factor 13 in
Sod Rate
Horizon
Depth
n
Dominant Color
Munsell
Redox Description
Qu. Sz- Cont. Color
Texture
Structure
Gr. Sz Sh
Consistence
Boundary
Root
GPDNF
'Efft1
'Efft2
1
0-10
IOYR2i2
--
Sri
3fsbk&gr
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as
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0.6
0.8
2
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I0YR4il
-
sil
2fabk
mfr
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0.6
0.8
3
13-20
10YR4.(I
midIOYR4t6
sil
Ifabk
mfr
0.4c
0.6
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Boring t U Boring 8
QPit Ground surface elev it Depth to limdmg factor m.
Sd Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Com. Color
Texture
Structure
Gr S7- Sh
Consistence
Boundary
Roes
I
GPDAR
-Efftt
-092
1
0-8
I0YR2i2
-
sil
3fsbk&gr
mfr
as
3vf-co
0.6
0.8
2
8-16
I0YR4!1
mid 10YR4:6
sil
Ifabk
mfr
-
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0.4c
0.6
�nluaA ■ I = r - Jv <C[u mg(L and I5S -Jp < I W mg(L ' Ef&mnt a2 =BOOT < 30 m9& any TSS < 30 rry/L
CST Name (Please Print) SgnOO -f / / CSi Number
28497 King Arthur s Court, Danbury, WI 54830
11 - 27, 2020 f, 715-426-1775
04-O5'zc2t SHIM330(R0713)
Property Owner LEE, Paul
Parcel ID # 008 - 1080 - 70 - 000 page
2 Of 4
3
�rlo9 # U Boring
❑ PA Ground surface elev. 96.35 ft. DaPth loti l lb bcfor 10 in Sol Appkmbm Rate
Horizon
Depth
in.
Domllwrt Coor
Munses
Radox Desaption
ou. Sz. Cord. Color
Texture
Struck"
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDAF
'Ef l
'Ef1s'2
1
0-10
IOYR2/2
—
sil
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—
—
0.6
0.8
2
10-14
10YR4/l
mod 10YR4/6
sil
Ifabk
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--
—
0.4c
0.6
❑ing # [_] Bo
Pit Ground surfaces elm. ft Depth ro YnfYlg factor in.
SW Applicabon Rate
Horizon
Depth
in.
Dorranent Co6or
Munsee
Radox Description
Ou. Sz. Cont. Color
Texture
Structure
Gr Sz. Sh.
Consistence
Boundary
Roots
GPDAF
'Eff#t
'EfW
Effluent #1 = BOD, > 30 < 220 axA and TSS >30 < 150 r glL
Sit63i301R0'nlq
Effluent #2 = BOD. < 30 mgfL and TSS < 30 mgA-
Plot Plan
Page 3ofy
PROPERTY OWNER: f .AuL LF-E
Legal Description: 5C of ittE SW /y, src. zr� TZSN , fzn.� Te4tiA
OF EA Q,AWC, Sr.CRcix eeit rV WtsCyV,:Sy3.
uE
1" = 40 FT.
(except where noted)
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Mr
Site location:
TY
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a = badchoe pit
d = hand baruAr.
yo. M ,Ac c�rs
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PAGE 7 — LEE/TOWN OF EAU GALLE
F. Field Observations: the proposed site is partly in a wooded
area and partly in the lawn.
The landscape and all soil pits had some moist conditions. There has
been no cutting or filling in the area and no drain tile or drainage
ditches were observed.
G. Comparative Analysis: all soil borings had high and low redoximorphic
conditions under the A horizon that were few, fine, faint and then
progressed to many, medium, distinctive. One pit located
approximately 75 feet had redoximorphic features in the A horizon
which verifies that prolonged saturation does occur at the site but not
in the location of the proposed site being evaluated for the POWTS.
Therefore, I believe that no prolonged saturation occurs in the top
inches for more than 7 consecutive days.
H. Government Reports and Comments: this soil tester had an approved
IN approved on property located 21/2 miles north in Section 16.
There are a few new POWTS within the area.
1. Conclusion and Recommendations: The site is suitable for a POWTS as
evidenced by the redoximorphic conditions described above and on the
soil report. There appears to be no evidence of hydric soils or
PAGE 8— LEE/TOWN OF EAU GALLE
hydrophytic vegetation. Most of the water is absorbed into the site
and moves southernly to the road. There is a slight slope to the site
and no surface ponding anywhere. No prolonged saturation occurs
within the top 8 inches as evidenced by lack of the redoximorphic
features in the A horizon.
1. The sand fill shall be 2.34 feet of ASTM C-33 code required
material.
2. The system loading rate to be 0.4 GPO/ft2. The linear loading
rate is 6.43 gpd/ft.
3. Plow depth to be at least 12 inches during dry conditions so there
is no chance of soil smearing.
4. Construct the toe area of the system at a 1.4 ratio instead of the
required 1:3 to increase absorption area.
S. Recommended system contour elevation Is 96.35 feet and system
elevation 97.68 feet.
The State of Wisconsin, Department of Safety and Professional Services
Wastewater Specialist will review the site and report to make a final
approval.
Submitted by,
Mary Jo Huppert
Certified Soil Tester #224832/Designer #1859-007
REFERENCES:
1.) Martin L (1965). The Physical Geology of Wisconsin.
University of Wisconsin press. Madison, Wisconsin.
2 ) Soil Survey of St. Croix County (1978) United States
Department of Agricult,ire, Soil Conservation Service, with the Research
Division of the College of Agriculture and Life Sciences, University of
Wisconsin
4) State cf Wisconsin. Department of Safety and Professional
Services Code, Chapters 383 and 385
5 St. Croix County. Downloaded from
htto://co.st.croix wi.us com
6.) Soils Series. Downloaded from
htto.//usda ctov.com
7.) WI DNR web page. hup://widnr.com
58
SOIL SUBM
flood waters. This sediment has been deposied too
recently for distinct horizons to form. Native vegeta-
tion was mostly wetland grasses and sedges; some
shrubs, such as alder and willow; and a few scattered
trees such as elm. These soils have a seasonal high
water table at a depth of 2 to 5 feet.
Included with Udifluvents in mapping are small
areas of Fluvaquents, Fluvaquents, wet, and Saprists
and Aquents, and Gotham, Hubbard, and Seelyevlile
soils.
Runoff is slow, and the hazard of erosion is slight.
Available water capacity is low, and permeability is
variable but is mostly rapid. Natural fertility and the
organic matter content of the surface layer are low.
Most areas of these soils are flooded frequently for
brief periods, especially in spring. Flesh sandy sedi-
ment is deposited during each flood. Some places are
dissected by streams, sloughs, and old stream channels.
Streambank erosion is a hazard in some places.
Most areas of these soils are in trees and brush. A
few areas are cultivated. These soils are suited to wild-
life habitat. Capability unit VIIs-9; woodland
group Sol.
Vlasaty Snries
The Vlasaty series consists of gently sloping and
sloping, moderately well drained soils on low ndgea and
knolls of ground moraines. These soils formed to silty
sediment and in the underlying clay loam till. Native
vegetation was mainly sugar maple, red oak, and white
water for long periods
during subsoil
year.saturated with
In a representative profile the surface layer is very
dark grayish brown silt loam about 8 inches thick. The
subsurface layer is about 8 inches of pale brown silt
loam. The subsoil is about 31 inches thick. In the upper
part it is dark yellowish brown, friable, heavy silt loam,
and in the lower part it is brown and dark grayish
brown, very firm, mottled clay loam. The substratum,
to a depth of 60 inches, is olive brown, very firm,
mottled, clay loam.
Available water capacity is high, and permeability
is moderately slow. Natural fertility is high. The
organic matter content of the surface layer is moderate.
Tillage is delayed for relatively long periods in spring
and after heavy rain.
Most areas of this soil are cultivated. The soils are
used to grow c(rn, Date, and alfalfa.
Representative profile of Vlasaty alit loam, 2 to 6
percent slopes in a cultivated area 200 yards east and
75 yards north of center of 3E�/�, sec. 23, T. ZS N.,
R. 16 W.:
AP-0 to 8 inches; very dark grayish brown
(10YR 3/2) silt loam, light brownish gray
UOYR 6/2) dry; weak fine subangular
blocky structure parting to weak fine
granular; friable; common roots; neutral;
abrupt smooth boundary.
A2-8 to 11 inches; pale brown (10YR 6/8) silt
loam; moderate medium and thick platy
structure; very friable; common roots;
medium acid; abrupt irregular boundary.
B&A-11 to 16 inches; dark yellowish brown
(10YR 4A) heavy silt loam (112t) ; mod-
erate medium subs➢gular blocky struc-
ture; friable; inter$ngerings and a few
tongues of pale brown UOYR 9/8) silt
loam (A2); friable; very strop y acid;
common roots; clear wavy boun
IIB21t-16 to 25 inches; brown (10YR 5/clay
loam; few fine distinct yellowish brown
(10YR 5/6) and faint grayish brown
(10YR 5/2) mottles; moderate medium
subangular blocky structure; very firm;
few thin pale brown (10YR 6/8) silt and
fine sand coatings on ped faces; common
thin dark brown (10 3/8) clay films
on faces of peds; cobbly and gravelly
ban
d; common roots; very strongly acid;
clear wavy boundary.
UB22t-25 to 80 inches; dark grayish brown
(10YR 4/2) clay loam; common medium
prominent yellowish brown (IOYR 5/6)
mottles; moderate medium subangular
band; common roots; very strongly acid;
blocky structure; very firm; thick nearly
continuous dark brown (10YR 8/8) clay
films on faces of peels; about 5 percent
coarse fragments by volume; few roots;
very strongly acid; dear wavy boundary.
IMSt—W to 42 inches; brown (IOYR 5/S) clay
loam; many coarse prominent yellowish
brown (10YR 5/6) and few fine distinct
dark grayish brown (10YR 4/2) mottles;
moderate coarse medium prismatic struc-
ture parting to moderate coarse sub -
angular blocky; very firm; about 6 percent
coarse fragments by volume; very
strongly acid; few roots; clear wavy
boundary.
EC-42 to 60 inches; olive brown (25Y 4/4) clay
loam • many medium and coarse prominent
yellowish brown (10YR 5/6) grayish
brown (10YR 5/2) and light brownish
gray (10YR 6/2) mottles; massive; very
firm; about 5 percent coarse fragments
by volume; moderately alkaline.
The solum ranges from 40 to 50 inches in thickness.
The silty mantle is 12 to 24 inches thick. The Ap hori-
zon is very dark grayish brown or dark grayish brown
and 6 to 10 inches thick.
The B horizon is clay loam or heavy loam. Thin,
gravelly and coyly hands or stone lines are commonly
in the B horizon. The C horizon is heavy loam or clay
loam. The B and C horizons are 0 to 5 percent coarse
fragments. The B horizon is strongly acid to very
strongly acid, and the C horizon is mildly alkaline to
moderately alkaline.
Vlasaty soils are near Clyde and Skyberg soils. They
are better drained than the somewhat poorly drained
Skyberg soils. They have a thinner, lighter colored A
horizon and are better drained than the poorly drained
Clyde soils.
Vail --Mast silt loam, 2 to 6 Rercent dopes. This
soil is on low of ground moralises. Most areas are
oblong or irregular in shape and range from 5 to 100
acres in size. This soil has the profile described as
representative of the series.
Included with this soil in mapping are some areas
VASATY • 01_T- ST. CROIX COUNTY, WISCONSIN 59
where the surface layer is sandy loam. Also included
are a few areas of moderately well drained soils that
have a gray subsoil and a few small areas of Clyde,
Floyd, and Skyberg soils. Also, in some areas near
Arland soils, Vlasaty soils are underlain by sand at a
depth of slightly more than 4 feet.
Runoff is slow, and the hazard of erosion is slight.
Tillage is delayed because this soil remains saturated
for relatively long periods in spring and after heavy
rains.
This soil is well suited to corn, oats, and alfalfa. It is
frequently used for corn. Controlling erosion, especially
on long slopes, is an important factor of good manage-
ment. Capability unit Ile-1; woodland group 2o1.
VaC2—Vlasaty silt loam, 6 to 12 percent slopes,
eroded. This soil is on low ridges and knolls of ground
moraines. Most areas are oblong or irregular in shape
and range from 5 to 80 acres in size.
This soil has a profile similar to the one described as
representative of the series, but the surface layer is
thinner and lighter colored.
Included with this soil in mapping are a few small
areas where the surface layer is sandy loam. Also
included are a few small areas of Clay, Floyd, and Sky -
berg soils and a few small areas where slopes are
slightly less than 6 percent or more than 12 percent. In
a few areas near Arland soils, Vlasaty soils are under-
lain by sand at a depth of slightly more than 4 feet.
Runoff is medium, and the hazard of erosion is mod-
erate. Tillage is delayed because this soil remains
saturated for relatively long periods in spring and after
heavy rains. In most places, erosion has caused tilth to
deteriorate and has reduced the content of organic
matter in the surface layer.
This soil is well suited to oats and alfalfa, and is
suited to a limited amount of corn. Controlling erosion
and maintaining tilth are important factors of good
management. Capability unit IHe-I; woodland group
201.
Whelan Series
The Whalan series consists of gently sloping to steep,
well drained soils on ridges, valleys, and knolls of lime-
stone uplands that are covered by a thin mantle of
glacial till. These soils formed in silty sediment, loamy
glacial till, and clayey dolomitic limestone residuum.
They are underlain by dolomitic limestone. Native
vegetation was sugar maple, red oak, basswood, and
elm.
In a representative profile the surface layer is dark
grayish brown silt loam about 8 Inches thick. The sub-
soil is about 26 inches thick. It is dark brown, friable
silt loam in the upper part; yellowish red, firm loam in
the middle part; and reddish brown, firm clay loam in
the lower part. Fractured dolomitic limestone bedrock
is at a depth of about 34 inches.
Available water capacity is moderate, and permeabil-
ity is moderate in the upper part and moderately slow
in the clay loam dolomitic limestone residuum. Natural
fertility is medium. The organic matter content of the
surface layer is moderate.
Most gently sloping and sloping soils are used to grow
corn, oats, alfalfa, and other crops commonly grown in
the county. Most steeper soils are used for hay and
pasture and some are in woods.
Representative profile of Whalan silt loam, 2 to 6 per-
cent slopes, in a cultivated area, 200 yards south and
200 yards east of center of sec. 16, T. 28 N., R. 19 W.:
Ap-0 to 8 inches; dark grayish brown (10YR
4/2) silt loam; weak fine and very fine
subangular blocky structure; friable;
common roots; slightly acid; abrupt
smooth boundary.
Bl-8 to 12 inches; dark brown (7.6YR 4/4) silt
loam; moderate medium subangular
blocky structure; friable; common roots;
medium acid; clear wavy bound�aarryy
B21t-12 to 16 inches; dark brown (7.SYR 4/4)
silt loam; moderate medium subangular
blocky structure; friable; thin patchy
clay films; common roots; medium acid;
dear wavy boundary.
B22t-16 to 20 inches; dark brown (7.5YR 4/4)
gritty silt loam; moderate medium sub -
angular blocky structure; friable; thin
patchy clay films; common roots; strongly
acid; clear wavy boundary.
IIB28"O to 80 inches; yellowish red (5YR 4/6)
loam; strong coarse subangular blocky
structure; firm; thin patchy reddish
brown (5YR 4/4) clay films; about 15
percent coarse fragments by volume; few
roots; very strongly acid; abrupt wavy
boundary.
IIIB3t-0 to 34 inches; reddish brown (5YR 4/4)
clay loam; strong medium subangular
blocky structure; firm, plastic; thick
nearly continuous dark reddish brown
(5YR 8/8) day films and yellowish red
(5YR 4/8) coatings of silt grains; few
roots; medium acid; abrupt smooth
boundary.
IIIR-- inches; very pale brown (10YR 8/8)
fragmented dolomitic limestone bedrock.
The solum thickness and depth to limestone bedrock
range from 20 to 40 inches. The silty mantle is 15 to 25
inches thick. The Ap horizon is dark grayish brown
or very darts grayish brown and 6 to 10 inches thick.
The B horizon is sandy clay loam or clay loam in the
lower park The B horizon that formed in the till is 5
to 25 percent coarse fragments. The B horizon is
medium acid to very strongly acid in the upper part
and medium acid in the lower part.
Whalan soils are near Ritchey and Santiago soils.
They are deeper to dolomitic bedrock than Ritchey
soils. They formed in a thinner till deposit than
Santiago soils.
WhB—Whalan elk lwm, 2 to 6 pereent slopes. This
soil is on ridges of limestone uplands that are covered
by a thin mantle of silty sediment and glacial till. Most
areas are irregular in shape and range from 5 to 80
acres in size. This soil has the profile described as
representative of the series.
Included with this soil in mapping are a few small
areas of Ritchey, Rockton, and Santiago soils. Also
included are a few small areas where the depth to lime-
stone bedrock ranges from 40 to 60 inches and a few
Wisconsin Department of Safety and Professional Seances ' O / /-7
Dwsion of Industry Services &.
PA" 10 ZW SOIL EVA Page! or i
in accordance with SPS 383, WIe. Adm Code
County
-
Attach complete site plan on paper not less than 8 V2 x 1 f inches in size Plan must
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Property Location El a
Govt Lot --- SE 14 SU 114 S T '-� N R If, E (on W
Property Owner's Mailing Address
Lot#
Block#
Subd Name or CSM#
2332l01lIAVFN(IP
--
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City State Zip Code Phone Number
rty Village • Town Nearest Road
71
BALDVIIN. q l I 54002 1 ( (r l ) 301X - 02(I'
10-I ft Al A UE
New Construction UseQ Residential i Number of bedrooms ; Code denied design flow rate 450 GPD
Replacement Public or commercial - Descnbe _
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General comments PRI 11111 NARY TFST('ONDLCTLDAS NOA-4CONDITIONSON SITl% STATE OF W ISC'ONSIN WILL
and recommendations NFFD TO ('O\1PLPTF AN ONSITF. TO PROUFFD WITH AN INI I RPRETIVE DE-TH"INATION
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�CST Name (Please Pnnt) Sign t CST Number
MARY JO 11UPPER I (I follislcr's Soil Testing & Dc,iKn) /% 224832
Address i n_.-- r i. _ n ._I . ..
28497 King Arthur'a Court, Danbury, U 1 54830
it - 27, 202II 715-426-1775
C`f-G'S, zcoi tiRn-nrinfitii-ci
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� 3—geeP,rvart).-�y REP�NIE'�U'�
OIJCCOUNTY NO. 63313950STD�
%
STATE SANITARY PERMIT
OWNER rAUL-
PLUMBER_0
TOWN OF JF
SEC
AND/OR LOT
N, R
B
PREVIO S NO.
Ca
IDIVISION
yzoy
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.
(1) The sanitary permit is transferable.
History: 1977 c. 168; 1979 C. 34,221; 1981 c. 314
Note: If you wish to renew the permit, or transfer ownership of
the permit, please contact the county authority.
DING OFFICER - DATE
UNLESS RENEWED BE
POST IN PLAIN VIEW
THA DATE
VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION
SBD-06499 (RI 1/20)
MGOULDS PUMPS
APPLICA71ONS
Specifically designed for the
following uses:
• Homes
• Fanns
• Trader courts
• Motels
• Schools
• Hospitals
• industry
• Effluent systems
SPECIFICATIONS
Pump
• Solids handling capabRides:
%, maximum.
• Discharge size: 2' NPL
• Capacities: up to 140 GPM.
• Total heads: up to 128 feet
TDH.
-Temperature:
1047(40°C) continuous
140•F IWO intermittent
• See order numbers on
reverse side far specific HP,
voltage, phase and RPM's
available.
FEATURES
■ Impeller: Cast iron, semi -
open, non -clog with pump -
out vanes for mechanical
seal protection. Balanced for
smooth operation. Silicon
bronze impeller available as
an option.
■ Casing: Cart iron volute
type for maximum efficiency.
2' NPT disdlarge.
■ Mechanical Seal: SILICON
CARBIDE VS. SILICON
CARBIDE sealing faces.
Stainless steel metal parts,
BUNA-N elastomers.
o row rr7 w. ,hdn qy Ins
etfecllve DenmWr. 20"
Ross
■ Shaft: Cortosiorhwstant,
stainless steel. Threaded
design. Locknut on a8 models
to guard against component
damage on accidental reverse
rotation.
■ Fasteners: 300 series
stainless steed.
at Capable of running dry
without damage to
components.
■ Designed for continuous
operation when fully
submerged.
MOTORS
■ fully submerged In
high-grade turbine oil for
lubrication and efficient head
trartsfer.
■ Class B insulation on
'1-1'h HP models.
■ Class F insulation on 2 HP
models.
mmm IEE
40- ,a
30
Submersible
Effluent Pump
WE Series
PROSURANCE AVAILABLE FOR RESIDENTIAL
APPLICATIONS.
Slugle phase (60 Hz):
• Capacitor start motors for
maximum starting torque.
• Built-in overload with
automatic reset.
•SITOW or STOW severe duty
oil and water resistant
power cards.
•'h — 1 HP models have
NEMA three prong
grounding dugs
• 1'A HP and larger units have
bare lead cord ends.
Three phase (60 Hx):
• Class 10 overload protection
must be prowl 'm
separately ordered starter
unit.
• STOW power cords all have
bare lead card ends.
a Designed for Colkhbtous
Operation: P rnp ratings are
within the motor manufactorris
recommended working Imits,
can be operated continuously
wid out damage when fuAy
submerged.
■ Bearings: Upper and
lower heavy duty ba8 bearing
construction.
■ Power Cable: Severe duty
rated, oil and water resistant.
Epoxy seal on motor end
provides secondary moisture
barrier in case of outer jacket
damage and to prevent of
wicking. Standard card is 29.
Optional lengths are available.
■ O-ring: Assures positive
sealing against contaminants
and oil leakage.
AGENCY LISTINGS
GO• u
C5A] IN S_6 TA
ar c..bm. 9%.m1n.CkDS fie ♦1A33SO
Go1Mh K. h ISO 3001 Rarkttaed.
30 a0 s0 60 70 e0 7 100 110 12Y 13e fa0 156 1600Mx
_.L.— � ._ .
ry � 10 15 � 75 30 35 mylw
1'1 Gloou�lds Pumps
ITT Industries
www.gonidsurn W