HomeMy WebLinkAbout026-1298-06-000Wisconsin Department of Commerce
Safety and Building Division
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law. s 15.04 (1)(m)I
TANK INFORMATION ELEVATION DATA
TYPE
MANUFACTURER
CAPACITY
Septic
Dosing
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
BLDG.
Vent to Air Intake
ROAD
Septic
Dosing
Aeration
Holding
PUMP/SIPHON INFORMATION
Manufacturer
Demand
GPM
Model Number
TDH
Lift
Friction Loss
System Head
TDH A
Forcemain
Length
Dia.
Dist. to Well
SVIL AtSJUKV I IUN JYJ I tM
County St. Croix
San,tary Permit No
645494
State Plan ID No
Parcel Tax No
026-1298-06-000
Section/Town/Range/Map No
34.30.18.1564
STATION
BS
HI
FS
ELEV.
Benchmark
Alt SM
Bldg. Sewer
SUHt Inlet
St/Ht Outlet
Dt Inlet
Dt Bottom
Header/Man.
Dist. Pipe
Bot System
Final Grade
SI Cover
BED/TRENCH
Width
Length
No. 01 Trenches
PIT DIMENSIONS
No Of Pits
Inside Dia
Liquid Depth
DIMENSIONS
SETBACK
SYSTEM TO
I P/L
BLDG
WELL
LAKE/STREAM
LEACHING
Manufacturer
INFORMATION
CHAMBER OR
Type Of System.
Model Number
UNIT
u15 1 Klbu I IVN srsrenn
Header/Manifold
Distribution
x Hole Size
x Hole Spacing
Vent to Air Intake
Pips(s)
Length Dta
Length Dia Spacing
SOIL COVER i Pressure Svstems Only xa NI Or At.Grade Rustoms Ori
Depth Over
Depth Over
xx Depth of
xx Seeded/Sodded
xx Mulched
Bed/Trench Center
Bed/Trench Edges
Topsoil
—'
Yes No
Yes No
COMMENTS: (Include code discrepencies. persons present. etc) Inspection #1
Location: 1222 128TH AVE
1.) All BM Description =
2.) Bldg sewer length =
- amount of cover =
Plan revision Required? [ Yes D No
Use other side for additional information.
SBO-6710 (R.S197) Date Insepctor's Signature
Inspection ill.
Can No
1. Sep
ml
mar
2. All se
m d
579 aaa 3�8
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T
Sanitary Permit Application NA
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xAppf+rN t7 14Tiic�a Pits .,.�.
p >w hd
l SYSTEM OWNER: 3) �� WAX444�
_- w6
k tank, effluent filter and dispersal eel
be serviced ! maintained as per�� "
mentplan provided by plumber. 06`°O`'�"��;'0 ".�°� ( dx-
a.yw • �� M J
6
c4v1 —
44 S6as •
as per a lica� code l ordinances. `"""-1D"R r-_kAA%'''0 5
03 No0.��RC
Plot Plan Pqp 4 o /(a
40 F?.
PROPERTY OWNER: D,`H A, KO PC=VK _ 1"
(rapt whom noad)
Low O 1 n. _ _ A A __Q 0A IdYa /si THE Q s bad►hos pit
raw' 5c. 3�I, 'iUQ RI?vJ TowW >s� RleMtutONA . aTT
.-..,,t,i ullsrn.�s►/a. IZZ'X 1?$ ht Ay�Nuic 0�>r-IZgt'Oir� L+aO
North
- P�
� 1
x
! ° 9W
�yl j WELL. IrvvE
IPA"nra 1 b t bEa�oon� 7 I5'�eaxPtrC
/i�,0o I TANK
' z 51 — > .5&' jFRIM Do4AiN -
-re 0, 3�' Pvc i pg TIVLD
l
Site loeatt:
1CO PY
INDEX AND TMA PAGE
Prolect Name KYLE D, i SAMH A, KOPCZYK
Owner's Name (SAME)
Owmes Addme $44 HJGWEW DR' UNIT A
NEW RSICHMONO WI 54017
PMWty Addnwi 1222126TH AVENUE
Leo Ononptbn; NW NW S 34 T 30 N R 16 W
Townsho_ Rbhmotb Coungr St. Croix
SubdNolort N&TA; RIDING MEADOWS NORTM
Lot Number 6 ww* Number NA CSMN; NA
Peal I D: Number 026.12" - 06.000
Plat Tnwswbon No -
Pop 1
Index end ONE
Popp p
Pbt plm
Pepe Z
DMa W"
Papa 10
FNW epeoftno w
Pepe 3
QiaoMxl dot oeN do Argx 6 oMouwtlorta
Pepe 11
Sal test
Pepe 4
LMW etd oMl MIS M ONM
Pepe U
Sol] test
Pepe 0
Mo. Mellon 6 eondnpenay
Pope 13
Sod test
Pepe 6
Metnwarp e i epeef ftwo
Pepe 14
000 MAP
Pepe 7
Tank ome lock me
!!Y- if
Pump Curve 6 Sow
Pepe 6
D*ftu*M medle
.9f A
PF
rows
MARY JO HUPPERT
LleMree Number.
MOW
Of,
1?I0 "
Phone Number
7/6-426-1fl6
k
Goo" In oroud ComtPortMM MWAW VM. J" m, 2019 Venlortf nMv sstz
4t ...
•Y4.•�•nn a mug••,,,..
Pepe 1 of ire
In Ground and
Site
Information
R
Residential or Commercial Design 0 ISD Required?
Estimated Wastewater Flow (gpd)
1.501
Peaking Factor (e.g. 1.5 = 150%)
600.00
Design Flow (gpd)
2.00
Site Slope (%)
7.80
Prop. System Elevation (ft)
39.00
Depth to Limiting Factor (in)
0.80
In -situ Soil Application Rate (gpd/ft)
99.00
Lowest Original Grade Ele. In System Area (ft)
99.10
Highest Original Grade Ele. In System Area (ft)
Limiting Factor Elevation (ft)
-0.20
Depth Below Grade
Distribution Cell Information
3.25 Cell Width (ft) 0 Number of Cells
2.OD Dispersal Cell Design Loading Rate (gpdMt)
Influent Wastewater Quality (1 or 2)
DWbution Information
Center or End Manifold, Dist. Box or Drop Box
Number of Laterals System dosed C Y
Lateral Spacing (ft)
Foroemain Drainback (gal) Does the forcemain drain back?� Y
Foroemain Filter Loss (ft)
Foroemain Diameter (in)
Foroemain Length (ft) 56 FT. X 1.391100 FT. = 0.78 FRICTION FACTOR
Inside Pump Tank Elevation (ft)
System Head (ft) x 1.3
Vertical Lift (ft)
Friction Loos (ft)
Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm)
Minimum Dose Volume (gal)
System Demand (gpm)
Manufacturer Information
Treatment Tank Information fftuent Filter Information
1 0.00 Septic Tank Ca aci al) Pd dt Inc./Zabel Filter Manufacturer
Wieser Concrete Products Inc. Manufacturer 525 FNter Model Number
Dose Tank Information Gallonstinch Calculator (optional)
800.00 Dose Tank Capacity (gal) Total Tank Capacity (gal)
22.24 Dose Tank Volume aVin) Total Working Liquid Depth (in)
Wieser Concrete Products Inc. Manufacturer gal/in (enter result in cell DoseTankVolume)
Project: KYLE D. & SARAH A. KOPCZYK
Page 2 of 10
I 2.17 ft
K I ft
S1 0.00 ft
I - CeIlfl 04moma t
�M�M
Basal Area Calculation
GPD Loading Rate
600 0.8 gaVsq ft/day
Total 1 750 ft'
Number of Gals 1
Cell L th 100.
Min. Cell Length 92.3 ft
Cell Spacingi 0.00 ft
;5
ft
Basal Area Required
Basal Area Calculation
GPD Loading Rate
600 0.8 gaVsq ft/day
Total 1 750 ft'
Number of Gals 1
Cell L th 100.
Min. Cell Length 92.3 ft
Cell Spacingi 0.00 ft
;5
ft
Basal Area Required
750
Basal Area Proposed
759
Cell Basal Area
Lineal Feet of GeoMat Required
92.3
Lineal Feet of GeoMat Proposed
100
NOTE: Min S dimension = V
Systern Elevation 97.8 ft
Limiting Factor 95.8 ft
Separation 2 ft 2'Min
fit
:alculatior
gaVsq Way
Directions:
Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is
wide. It must also Satisfy basal loading rate and GeoMat cell loading rate.
Pmjsct: KYLE D. & SARAN A. KOPCZYK Page 3 of 10
Notes/ Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater (POINTS) 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.01101) GeoMat in ground Component manual Version 1.
1. This POWTS has been designed to accommodate a maximum daily flow of ns of Wastewater per day. The quality of
influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following
A monthly average of 30 mg/L fats, oil and grease
A monthly average of 220 mgtL 8005
A monthly average of 150 mg1L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement
standards and preventative action limits specified in ch. NR 140Tables 1 6 2 at a point of standards application, except as provided in DSPS
333.03 (4), Wis Admit. Code.
i The owner of his POWTS is responsible for system operation and maintenance.
8. Defeats or malfunctions Identified during maintenance described above shall be repaired in conformance with SPS383 Wis. Admin. Code.
and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the names
and telephone numbers of the properly licensed individuals to contact for such repairs.
S. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
of Commerce in accordance with SPS. 304. 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 Fitters to be installed where possible 1 to be installed in ST, and or 1 in pump lank in
order to insure particle size less than or equal to 118'. Fitters should be cleaned once in spring, and once in fall. Also. strainers in sinks In
the building shall be maintained, so that solids and fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell.
The plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that
the effluent level In the lank is brought down gradually and not all dosed to he system at once. One large dose could cause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible for formulating a water conservation plan that Will ensure the system is rarely overloaded. I E. spread laundry
out over time, not 6 bads in 2 hours, while everybody showers, and uses the toilet, ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water -
light,
B. Outlet Filter. The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger
than 118 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 it 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.
O. Pressure Distribution Piping. Partial clogging of the distribution network may result in unduly long dosing cycles. The ends of the
distribution laterals may be exposed and the threaded end caps removed The piping can be disconnected on the outlet end of the pump.
The distribution piping may (hen be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing
chamber then be pumped by a licensed plumber.
E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard
created by the effluent. AN failures created by surface discharge shall immediately be reported to the appropriate county. The pump shall
then be immediately disconnected to prevent further discharge to the ground surface vie the soil absorption cell. The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The
replacement shall be initiated only after any necessary plan approvals have been obtained from the
appropriate plan review authority and the required sanitary permit is obtained from the county.
Project: KYLE D. & SARAH A. KOPCZYK Page 5 of 10
In Ground System Maintenanice and Operation Specifications
Service Provider's Name W468
POERS Phone 715 246 5
POWTS Regulator's Name St Croix County SPIA - Zoning Office Phone 715 386 4680
System Flow and Load Parameters
Design Flow -PeakE600 gpd Maximum Influent Particle Size 118 in
Estimated Flow -Average0 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity0 gal Maximum TSS 30 M91L
Soil Absorption Component Size5 fl2Maximum FOG 10 mg/L
Type of Wastewaterestic Maximum Fecal Conform 10E4 cU100 mL
Septic and Pump Tank
Effluent Filter
Pump and Controls
Alarm
Pressure System
In Ground
Serrkce Frequency
Inspect and/or service once every
3 years
Inspect and clean as necessary
at least once every 3 years
Test once every 3 years
Should test periodically
Laterals should be flushed and
pressure tested every 3 years
InspW for pionding and seepage
once every 3 oars
andards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver. March 20, 2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component
Manual Ver. March 20. 2017. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384. W is Adm. Code.
4. Scarification of basal area is accomplished with a rake or other tool.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration_
Lateral Tum-up Detail
Mameter off, �„ �� o�<Rnj��o° Threaded Cleanout
Sprinkler `` Grade ° ° Plug or Ball Valve
o°o
I&wW Ends at Law or&v Where
Lateral Cdeanout
97.8 Feet
S long Sweep 90 or Two
'01�45 Degree Bends Same
Diameter as Lateral
Project: KYLE D. & SARAH A. KOPCZYK Page 6 of 10
tool Pipe
10,1110 with wming label.
b Im, doVleo VA Ws1or IIFN Will
ttl�pi�Wr wl aal
rid MPN� �
11aw alwit
ww water
tight PAW
Kph Willa slam
'Nlnp On Plaal
4 rump Off Fkta
Dimension
Inches
Gallons
A
26.86
597.43
B
2.00
44.48
C
3.11
69.13
D
4.00
88.96
Total
35.97
800.00
`� 4• VMIQOC'av9r
w110truwW t'ul co
W� tw4 w
fIMM aAMV
Plrttpt
fllaat
Forcemain diameter
2 in.
�— Pump off elevation (R)
84.33
Wieser Concrete Products, Inc.
Capacity
800.00
Volume
22.24
Filter Manufacturer
INEW SEPTIC SOLUTIONS
Filter Model Number
1324
Alarm Manufacturer
ISJE Rhombus
Alarm Model Number
1AB TANK ALERT
Pump Manufacturer
Izoener Com an
Pump Model Number
1 152
Pump Must Deliver 25.00 gpm at 1 17.18 ft TDH
Note: Switches containing mercury may not be used in this system
Dose tank elevation (11)
84.00
gauinch
Project: KYLE D. & SARAH A. KOPCZYK Page 7 of 10
- ; lult
3.25 Cell! Width (n) 2 69 _ Side"ll to Lateral (ft)
Distribution Cell Craf 4widon Arrangements
T -_-
Cootpmm Legend
O DM*~ Pipe
GeoMat is covered with approved geoteatile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
315 Cell W IdM - A IN) 1®. Celli Length - B IN)
End Connechon Lateral Layout Diagram
I,I_'i;I
Fes.
r • p�
tir•.r•.l 1 - GED MAT
i i s t t l
rr+
r r
r. arm
Z r iN
� r
r .uv
r r r y Llr�F.. Fecli r
So "oft on peps 4 for mrnbw size and spacirg of laterals
Prgect: KYLE D. & SARAH A. KOPCZYK Page 6 of 10
Plot Plan
s c;Aw►w A, Ko P
PROPERTY
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CLEARFLOW
Address: N6643 slue 6yoon lane
city, State, Zip: Casco, WI S42S0
Telephone: 6011- 333=3610
Email: infolnewseptksystems,com
Webda: www,noweepticsolutiom.com
FILTER
INSTALLUITION AND SERVICE INSTRUCTIONS
MODEL 140. NWFI24
FILTRATION 11W (A62` dlernata holey)
FLOW RATI UA phony per minute • 11141.
TDM Inenem the total dynamk head loss by AS het
of heed to overcome friction lou from the Alter
N VALLATIIM
The NSWFI24 ClearFlow Is made to IN on the dUCllafp port Of any pump with
a 2-Inch MINT discharge. The fitter an be adapted to fit pumps with a smaller
diameter dkuharp. IndA the Aker In I position when It will be eaN to service.
• Piece a 2-Inch Schedule 40 PVC male adapter (MIPT a socket) on the end of filter.
Measure the amount of Schedule 40 PVC (tall section) needed between the filter
and pump, Cut the pipe to the de ind lenah and Wort Into the pump A Aka,
The Alter hou*q has a 24ndl Comlock coupling connection to the fora main.
DO NOT FAMOVN FILTNII W WAT>rw LSVVL • ANOVN MT= CANNITtR3
The krryth of time required between Service Intervals Is unique to way 0*91M.
As Such, we recommend the After be checked within 12 monehs of Installation to
determine future service Intervals. Systems with known or Suspected high volume
uup dtoukt be checked $x months after Inslailmim.
DO NOT UN PUNAO NO WHILB FILTM a N111MOW0
1110 NOT MA.ONI HOLM TO FALL INTO FILTIM CAN
• UneQew tie 44ttdt cap and anew the screen fromthe OW bousira
Tollby proper protection, clean the screen using a hoe with a spray connection.
• After claaa ft Inspect the screen for damap or corrosion. (A plea If necessary.)
a Plea the wean back into the Aker housing and screw the ap back on, taking are
not to acre the threads.
4uAuTy
The Aker hourly, cap and Coupling IN made Of heav"uty MS InNction molded
plastic. Injection mOldhy Insures the first part made and the ten thousandth part
are vlrtuelly tit am, Inlaying consistently high quality In svay part,
The stainlom stool screen Is made of 316L ((L stands for low - meaning low carbon)
3161, st"lou contMns molybdenum, an alloy which Increem strength A hordnew
and enhances resistance In areas high In colt air and chloride, giving it the nickname
'marine grade' stainknu stool.
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Niscoonsin
Department of Commerce
Division of Safety and Buildings
SOIL EVALUATION REPORT
in accordance with Comm 85, Wis. Adm. Code
01713
Papa 1 of 3
S1008 Sol Service, Inc.
Attach Complete site plan on paper not less than 8% x 11 inches in sirs. Plan must County
include, but not limited to: vertical and horizontal reference St. Croix
PercentADevelopment
slope, Pant (BM), direction and
ale or dimens north arrow, and location and distance to nearest road. Parcel I.D. Q Z(p - / Z - A/-
Pl all i - - . �� uw
Personn you provide for R Dale
a. 15.04 (1) (m)). / L
Propertroperty Location (/
Stalliopment LLC a JUL 1 5 2005 Lot na SEva, NW1/4,
334, T30N, R18W
PropertMailing Address ST. CROIX COUNTY Block #Subd. Name or CSMW
1221 16 na Riding Meadows A)er ,
Clly ❑ City F1 Village E Town Nearest Road
New RWI 54017 1 715-246-5440 Richmond 1 120Th St
New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na -
Parent material Ridges, fool slopes and valley escarpments of sandstone Flood plain elevation. H applicable na ft-
General comments Mound or At grade system, system elevation 100 05ft based on contour line elevation 99.05ft
and recommendations:
kV
® pit Ground surface elev. 98.35 ft. Depth to limiting factor 39 in, SaiApplication Rafe
Horizon Depth Dominant Color Redox Description Texture Structure Consisteml Boundary I Rods GPWR'
in. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. .EA" TAM
1
0-20
10yr3/1
none
Sit
2msbk
mfr
cs
1vf
.6
.8
2
20-39
100/3
none
Sid
2msbk
mfr
cs
na
4
6
3
39-58
30yr7/8
c2d 7.5yr5/6
residuum
mfr
gw
rta
0
0
4
58-72
10yr8/2
c2d 7.5yr5/6
andstoni
residuum
mfr
na
na
.0
.0
Bonng a f J Boring
Pit Ground surface elev. _ 98.35 ft. Depth to limiting factor 56 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenj Boundary Roofs I GPD/ft'
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Tam
1
G-18
100/1?c2d7.5yr!5/6
Sit
Sid
2msbk mfr
2msbk mfr
C5
ifH
.8
2
18-38
10yr4/4
gw
na
.6
3
38-56
7.5yr4/4
SI/ls
2msbk
mfr
gw
na
.6
1.0
4
56-76
30yr8/2
residuum
na
na
na
0
0
Effluent 81 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mplL Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Sgnaturs: CST Number
David J. Steel
- 248958 _
Address Steels Soil Service, Inc. Dale Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 6127/2005 715-76M347
SBD-9330 rx 07.'W )
Property owner Stallion De1rel0prrlE LLC Parcel ID • Pffldina
F - I Boring ty Boring
1 —_._ M I
Page 2 of 3
Horizon
Depth
In.
. .• _.
Dominant Color
Munsell
��.� o....m.v o�.
Redox Description
ou. Sz. Cont. Color
11~
Texture
IL v Wtli w nnnuny raulor
Structure Consistence
Gr. Sz. Sh.
844
in.
Roofs
Application Raftl
Boundary
GPD/ft'
.M-
'EIU2
1
0-23
10yr3/1
rKM
sil
2msbk
mfr
.B
2
23-35
10yr4/4
none
ski
2msbk
n*
M--
.6
3
35-48
10yr4/4
none
sl
2MSbk
rrtfr
1.0
4
48-84
7.5yr4/6
none
Is
crag
mvfr
is
n
.
1.6
5
84-100
5yr4/4
none
sd
om
rrtfr
na
na
.0
.0
I�
uBoring At I I Boring
Ph Ground surface elev. ft. Depth to limdng factor in
Horizon I Depth Dominant Color Redox Description I Texture Structure Consistence, Boundary I
in. Munsell Ou. Sz. Cont. Color Gr. Sz Sh. I
❑ Ong # ElBoring
❑ Pit Ground surface elev. _
Horizon Depth I Dominant Color Redox DescrkWon
in. Munsell ou. Sz Cord. Color
R. Depth to limiting factor in
Texture I Structure Consislance Boundary I I
Gr. Sz. Sh.
' MOM 01 - BOO5> 30 < 220 mg& and TSS >30 < 15o m9& ' Effluent Aft = BOD 30
5 < _ mg/L and TSS < 30 mgJL
'EfM2
The Deparhnent of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
sao.8330 rnmrool need alternatema
material in an alternate fort, please contact the department at 608-266-3151 or TTY 608-264-8777.
steaes sd sevlaebr-
STEEL'S SOIL SERVICE INC.
David J. Steel Stallion Development LLC 994 200th St.
CST-POWTSM SEl/4,NW1/4,S34,T30N,R18W Baldwin, W154002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 6 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend
I" = 40'
♦ = Benchmark Ele.
Top of 3/4" pvc pipe
• = Alt Benchmark Ele.
Top of 3/4" pvc pipe
Q = Borings
100.00 ft
Boring Elevations
Bl = 98.35 ft
B2 = 98.35 ft
B3 = 99.65 ft
B4 = 0.00 ft
99.95 ft
4
N
3of3
e Q
.9792 987b x
x
9W2 x
x 982.8
x 241' 41'
tZ"�
976.7
975
x 9e1.3
a
N
1.5 acres 7 b 50 es ti 977.3
1.
1.50 o es
..... --••-- cc
.........
......
z ... .....
1 9a� .-...�....
241
9e7.4
— x
992.1 250"
991.E x
Parcel #: 026-1298-06-000 01/31/2012 03:26 PM
PAGE 1 OF 1
AIL Parcel M 34.30.18.1564 026 - TOWN OF RICHMOND
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
01/18/2006 DO 0
Tax Address:
Owner(s): 0 = Current Owner, C = Current Co -Owner
SUSAN K & RANDALL A PARKHURST
0 - PARKHURST, SUSAN K & RANDALL A
3946 COLGATE AVE
MINNETONKA MN 55345
Districts: SC = School SP = Special
Property Address(es): ' = Primary
Type Dist # Description
' 1222 128TH AVE
SC 3962 SCH DIST NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 1.500
Plat: 10-097-RIDING MEADOWS NORTH 026-06 LOTS 1r
SEC 34 T30N R18W PT NE NW & PT NW NW
Block/Condo Bldg: LOT 06
BEING RIDING MEADOWS NORTH ('06) LOT 6
Tract(s): (Sec-Twn-Rng 401/4 160114)
(1.500AC)
34-30N-18W NW NW
34-30N-18W NE NW
Notes:
Parcel History:
Date Doc # Vol/Page Type
04/06/2006 822035 yip
01 /18/2006 816695 10/0097 PLAT
LUl l JUMMAKY Hill X: Fair Market Value: Assessed with:
168703 17,400
Valuations: Last Changed: 09/27/2011
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.500 17,100 0 17,100 NO 10
Totals for 2011:
General Property
1.500
17,100
0 17,100
Woodland
0.000
0
0
Totals for 2010:
General Property
1.500
42,500
0 42,500
Woodland
0.000
0
0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Total Special Assessments Special Char es Delinquent Cha es
0.00 r .00 `�00
--N89'37'14"E
J5' Trof7 Easement for
lots plotted h&wn
831.74'-
611.17'
241.00'
241.00'
Jr
0 6
0
65, 625 sq. ft.
►. ft. N
Cv 65, 554 sq. ft.
iv
C� 65,554 sq. ft.
N
C i
1. 51 acres
es o
N 1.50 acres
o
N 1.50 acres
o
N
o.......
..............Z
......................
o
................ ................
o
.........
r
I..
I
in"
7d1 nn'
1 241.00'
_
134 .55'
TY
65, 4R
1.50
L.B.O.=
o%
C
A
Z
`N.74
1133.50' - C3 4 0,
E �
S89'37'14"W 488.91' 1� A6a
250.00333' ( 250.00 238.9T
I _1 w .1..
l poor
ift �!
JwAk-OLCOUNTY
NO. 645494
STAT SANIT I
X a
PERMIT
QT��
iz¢ER`h6 PREVIOUS�NO.
PLUMBER
TOWN
EXPIRES
BLOCK --on"MMMMOMENINAft
SUBDIVISION
OFFICER
CHAPTER 145.135 M WISCONSIN STATUTES
(a) The purpose of the sanitary permit is to allow installation
of the private sewage system described in the permit.
(b) The approval of the sanitary permit is based on
regulations In force on the date of approval.
(c) The sanitary permit is valid and may be renewed for a
specified period.
(d) Changed regulations will not impair the validity of a
sanitary permit.
(e) Renewal of the sanitary permit will be based on
regulations in force at the time renewal is sought, and that
changed regulations may Impede renewal.
(f) The sanitary permit is transferable.
History: 1977 c. 168; 1979 r- 34,221; 1981 c. 314
Note: If you wish to renew the permit, or transfer ownership of
the permit, please contact the county authority.
- DATE
RENEWED BEFORE THAT DATE
POST IN PLAIN VIEW
VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION
SBD-06499 (R11/20)