HomeMy WebLinkAbout030-1084-10-000Wisconsin 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)j,
Permit Holder's Name: City Village Township
Brandon & Kim Searle TOWN OF SAINT JOSEPH
CST BM Elev: Insp. BM Elev: BM Description:
TANK INFORMATION
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 Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
ELEVATION DATA
County: St. Croix
Sanitary Permit No:
617846
State Plan ID No:
Parcel Tax No:
030-1084-10-000
Section/Town/Range/Map No:
291M319.307C
STATION BS HI FS ELEV.
Benchmark
Alt. BM
Bldg. Sewer
St/Ht Inlet
St/Ht Outlet
Dt Inlet
Dt Bottom
Header/Man,
I. Pipe
Bot. System
Final Grade
St Cover
BED/TRENCH
BED/TRENCH
Width
Length
No. Of Trenches
DISTRIBUTION SYSTEM
Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s)
Length Dia Length Dia Spacing
SOIL COVER
x Pressure Systems Only xx Mound Or At -Grade Svstems Onlv
Depth Over
Depth Over
xx Depth of
xx Seeded/Sodded
xx Mulched
Bed/Trench Center
Bed/Trench Edges
Topsoil
1:1 Yes
COMMENTS: (Include code discrepencies, persons present, etc.)
Location: 488 PERCH LAKE RD
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
Inspection #1:
Inspection #2:
Plan revision Required?
Use other side for additional information.
Date
SBD-6710 (R.3/97)
Insepctor's Signature
Cert. No.
%Njamy an® Buticiings [division
201 W. Washington Ave., P.C. Box 7182 Sanitary PerntitNumber Ito be MW in by Co)
Madison, Wl 537()74162
Sanitary Permit Application State Transaction Number
a Aao�wnv* with SPS 383.21(2), Wk Adm. Code, submission of this farm to the appropriate governmental unit
i required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS.are su miffed to Project Address (if different that mailing addres
he Department of Safety and Professional Servies. Personal information you prov of ndary
mmoses in accordance with the Priyac Law, s. M l m Stars. W= LiQ (�E�C� `IA K� p
. Application Information — Please Print All Informatio O t�l )
Iroperty Owner's Name Panel #
M)porty Owner's Meiling Address County t Property Locstlon
3 St. Cr \,Xoe\IeloPR'en
Qom Lot i
City, Stets Zip Code C umber
'Ko '/, Section 1 2
U �'Sl�`' \1I JS`1• T mil` N; R/fit( (circleone)
IL Type of Building (check all that apply) Lot #
M or 2 Family Dwelling- Number of Bedrooms Subdivision Name
S • Hioclr # •
❑ Public/Commercial — Describe Use ❑City o
❑ State Owned— Describe Use CSM Number ❑ Village of
9LTown of S I` I O .SE 01
ldd. Tvue of Permit: (Check only one ban on lien A. ConupteU line $ 3f gpptlorrlsle)
A.
r dery System Rept110entent System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (expw
B• ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Is=ued
Before Expiration Owner
�fon-Pressarized lnfi3tound �i Pressuriaxd in-Gronnd
Holding Tank U Other Dispersal Component (explain
►us
Ststtement` t, rho
� At�Grade � Mound >_ 24 in. ofsuitable soil ®Mound < 24 in. of suitable sail
❑ Pretreatment Device (explain)
assume
v�
t:lallons f Units
Approved ❑Disapproved Per'r"t Fee
cn/1
❑ Owner Ciiven Kea9on for Dealal ;�w'�•
V• Ct t 50myallRessons for Disapproval
1. Septic tank, effluent filter and
dispersal cell must be serviced / maintained
as per management plan provided by plumber.
2. All setback requirements must be maintained
� 1 u 1 �o $'d� 9•s' 3
Manufacttuer
V 40 VJ V
on of the POWTS shown o the attachtd lens.
ThM RS umber Business Phone Number
Z2329 Z 115 111 .3y�;
• � i i, • ;,, � . ,
.- ,,, � -
� r --
Project Name: � 1�(��1�01.> v� ��
Owner's Name: _ �f� M C
Owner's Address:
legal Description: ��� �,� � �,
township: �`I--�c��l�
3ubdivisian Name;
_ot Number:
sarcel ID Number. �� > %d8�� . � � ._ �
�L�
Page � index and Title
Page � Plot Plea
Page 3 System Sizin 8� Cross-5ecfion
Page 4 Fi{ter Specs
Page 5 Maintenance Information
Page � Ma�ement P{an
Page 7 St, Croix G Se tic Tank IVfaintenance Form
Page � Warranfy Deed
page 9 CSM or Plate'
Attachments: Soil Test &House Plans
esignerlPlumber: �,F'F" ��
license Dumber: i�l1�S ���Zy �
ate: � j (� � Phone Number
ignature r /
v
�si9tied Pursuant to the In-0raund Soif Absorption Component Manual fur FOUNTS Version 2.0 5BD �10705-P (N.Oi/01),
Page 1
Mar.12.2020 10:59 AM
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PAGE. 2/ 2
R ,
������ MAR 12 2020
ISt. Croix County
Community
pevelopment
;!
/ `-4/
�'�, :lam-.hx�11 N\���.\(_ ��I.-T"c�r' � � •
l a ���.(' it L I? (:�'..� 1� I._�� i
,� ,
••.
i
��� r.:.c`.�11 1.��c�. � ���
Leaching
Chamber
Sall Absorption SYS"am ClOss Secilon
4° Schedule qD
p /C Vent Pipe Gj 4 �:5g
With Vent Cap
ft ft
Soil Abso Lion stem Plan �`ieff
ft
F[nal Grade
�— System Elevation
3der
Leaching Chambee SP�ificafions
Manufacturer And Model - Njl
-I Soil A rication Rate � gpolsq It
EISA Rating l sq ft per chamber pp c�
11 Chambers
Soil Application Rate _ f EISA =
gpd Design Flow
3 rows of chambers each.
t
't
POWTS OWNER'S MANUAL & MANAGEMENT PLAN
Page I of Z
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner Q (kao .
Permit # !� !
DESIGN PARAMETERS
Number of Bedrooms
❑ NA
Number of Public Facility Units
01NA
Estimated flow (average)
QC'
gal/day
Design flow (peak), (Estimated x
1.5)
gal/day
Soil Application Rate
a
gal/day/ft2
Standard Influent/Effluent Quality
Monthly average*
Fats, Oil & Grease
(FOG)
<30 mg/L
Biochemical Oxygen Demand
(BODO
<220 mg/L
❑ NA
Total Suspended Solids
(TSS)
<150 mg/L
Pretreated Effluent Quality
Monthly average
Biochemical Oxygen Demand
(BODO
<30 mg/L
Total Suspended Solids
(TSS)
<30 mg/L
,^NA
Fecal Coliform (geometric
mean)
<104 cfu/100ml
Maximum Effluent Particle Size
%8 in dia.
❑ NA
Other:
❑ NA
*Values typical for domestic wastewater and septic tank effluent.
MAINTENANCE SCHEDULE
Septic Tank Capacity
SVC5� gal
❑
NA
Septic Tank Manufacturer
(&FS( (L
❑
NA
Effluent Filter Manufacturer
Po lu to L
ElNA
Effluent Filter Model
L Fj
❑
NA
Pump Tank Capacity
gal
❑
NA
Pump Tank Manufacturer
❑
NA
Pump Manufacturer
❑
NA
Pump Model
❑
NA
Pretreatment Unit
�2tlA
❑ Sand/Gravel Filter
❑
Peat Filter
❑ Mechanical Aeration
❑
Wetland
❑ Disinfection
❑
Other:
Dispersal Cell(s)
❑
NA
�ln-Ground (gravity)
❑
In -Ground (pressurized)
❑ At -Grade
❑
Mound
❑ Drip -Line
❑
Other:
Other:
❑
NA
Other:
❑
NA
Other:
❑
NA
Service Event
Service Frequency
Inspect condition of tank(s)
p
At
least
once
ever y'
❑ month(s)
year(s)
(Maximum 3 ears)
y
❑ NA
Pump out contents of tank(s)
When combined sludge
and scum equals one-third
(Y.) of tank volume
❑ NA
Inspect dispersal cell(s)
At
least
once
every:
❑ month(s)
3 VVyear(s)
(Maximum 3 years)
❑ NA
Clean effluent filter
At
least
once
every:
❑ month(s)
ear(s)
❑ NA
Inspect pump, pump controls & alarm
At
least
once
every:
❑ month(s)
J@ year(s)
❑ NA
Flush laterals and pressure test
At
least
once
every:
' ❑ month(s)A
❑ year(s)
Other:
At
least
once
ever y'
❑ month(s)
❑ year(s)
Other:
'V A
MAINTENANCE INSTRUCTIONS
Inspections of tanks and
dispersal cells shall be made by
an individual carrying
one of the following licenses
or certifications:
Master Plumber; Master
Plumber Restricted Sewer; POWTS
Inspector; POWTS
Maintainer; Septage Servicing
Operator. Tank
inspections must include
a visual inspection of the tank(s) to
identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and to
check for any back up
or ponding of effluent on the
ground surface.
The dispersal cell(s) shall
be visually inspected to check the
effluent levels in the
observation pipes and to check
for any ponding
of effluent on the ground
surface. The ponding of effluent on the ground surface
may indicate a failing condition
and requires the
immediate notification of
the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (%3) or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment
units, and any servicing at intervals of <12 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
Mar.12.2020 10:58 AM PAGE
Dose Tank Cross Sectiion And Pump Performance Speci�"xca�ions
Tank
Manufacturer �
W �£� C-�
Tank
Modal Number
l�Jl-(� 5�.�, `j5'0
Total
Tank Capacity
j �, 3�
Max,
$ury Depth
Pum Manufacturer
Z. v G C Y
Pum Model Number
,Q j 5
,Alarm Manufacturer
U Y�
Alarm Model Number
�,T .G�G�
Switch Type
�V�Cta
Minimum Pump Performance Required
GPM )?t TDH
Total Dynamic Head (TDI� -Feet
Elevation Head
Distal Pressure
Neiwark Pressure Doss .
Force Main Pressure Loss
,3
Total ..��..__.
� � �
Vent M{n, 12" Feather -proof
Above Grad® Junction Box
With Cap
--� ^' Finished Grade — — •" �' ""' � -�
Depth of Cover Ft
s � � �� f �.
� r-
:.; ,
i• ';
��;; ��
I`�'' ��I
�r ��+r.�{.trc.�rc.�.c.+.,.�. c'�-�, �-�-�: �. �, c: c; �: �: �; {, lac �`< (`�`�`cc�`t c� � � �
Switch Settin sand Reserve Ca acity
'Tank Voluxrwe = Gp1
Dimension
(reserve A
(alarnn B
Inches
�22, W
2
Valume Gal.
��-
(dose C
� �
dead D
. S
�
Total
Ctl
$ottoctt of Tank Elev.
C �
Is1
L?7
O£f Elev. �,
Ft
Ft D
��
D19QOilI19Ct
Means
� 4
1
;<
Outlet
��
�s
CENEILA.L YN'STALLATION: The dose tank is bedded anal back idled in accordance with the
manufacturer's product approval specifications, Ma�timum depth of bury as speei�ed by the
manufacturer may net be exceeded without prior approval. Manhole covers exposed to grade have
an effective lockJng device (padlock) installed. Piping at the Inlet and outlet is of approved
material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or
sagging. 'The force main is sleeved with 4" Sch. 40 1�VC to bridge the excavation and is sealed
� watertight. Electrical service complies with NEC 300 and Comm 16,28 Wis. Adm. Code.
03/O5 Igj
��A„
Weep
Kola
1/
2
Site Search -Zoeller Pump Company
(g' ..S^
httn://www.zoellernumns.com/en-na/distribntor/sitesearch?search=152
bf2/:
Owner/Buyer
Mailing Address
Property Address
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
(Verification required fi•om Planning &
�IaI
St. cro�x
Community t
far new construction.)
City/State NAQ I QVI VYI nt12 Parcel Identification Number VOV 1p07_ 1 V "VVQ
ent
LEGAL DESCRIPTION
ovt 10 i `
Property Location `/ , Sec. °j_, T &LN R .W, Town of�-
Subdivision
Certified Survey Map #
Volume
Warranty Deed # I OAP � � � 2— (before 2007)Volume
Spec house ❑yes�no
Lot lines identifiable 1$J yes no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Page #.
Lot #
Improper use and maintenance of your septic system could result in its premattu•e failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every tluee years or sooner, if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning &Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Safety And Professional Services and the Deparhnent of Natural Resowees,
State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix
County Planning & Zoning Department within 30 days of the three year expiration date.
I/we certify that all statements on this forth are true to the best of my/our knowledge,
property described above, by virtue of a watrant� deed recorded in Register of Deeds Office.
Numb�t• of b
I/we am/are the owner(s) of the
V SIGI ' "�'`URF/OF A PLICANT(S) �- DATE •
*** n that is mi sented may result in the sanitary permit Planning & Zon4 eparement. * *
Any information h y c y p t being revoked by the g
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 04/12)
WARRANTY DEED
,This Deed, made between George E Belisle, by his
Attorney in fact, Bruce A Tobin under Power of Attorney,
a copy of which is attached hereto and incorporated herein
Grantor, and Brandon Searle
Grantee.
Grantor, for a valuable consideration, conveys and warrants to
Grantee the following described real estate in St. Croix County,
State of Wisconsin (if more space is needed, please attach
addendum).
The South 22 rods of the East 28 rads of the SEl/4 SElJ4 ,
also described as Government Lot 1, Sec. 29-TMN-R19W,
except the East 2 rods reserved for highway purposes.
Dated this i g day
V IVIAIII,NII111111111NI
I
1068112
BETH PABST
REGISTER OF DEEDS
ST. CROIX CO.r WI
07/ L6/2018 11:01 AM
EXEMPT#:
REC FEE
TRANS FEE
Recording Area
30.00
660. )0
PAGES: 7
Attorney Kristina Ogland
Estreen & 0gland
304 Locust Street
Hudson, WI 54016
030-1084-10-000
Parcel Identification Number (PIN)
This is homestead property
(is) (is not)
Exceptions to warranties: Easements, restrictions and rights -of --way of record, if any.
*
AUTHENTICATION
Signature_____
* Bruce .Tobin. _A,ttor y-in-f c .
for George E. Belisle
ACKNOWLEDGMENT
STATE 1 SC &N 5 i
7
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o d P�rancion & KimberlyJearle � � ••
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� o ;off � 488 Perch Lake Road, Hudson, Wi 54016 � � «; � a
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Wisconsin
Division of
Attach complete site
but not limited to: vex
scale or dimensions,
Personal information
MPS ®� �®2®
�y
0IL EVALUATION'0'
Cto CoU'op ance with Sr 385, Ms. Adm. Code
In
per J 8 1/2 x 11 inches in size. Plan must include,
3YFi n reference point (BM), direction and percent slope,
v, and location and distance to nearest road.
Please print all information.
❑ Boring
Pit
Ground surface elev.r /� ft.
Page I of 3
Sol it Annlication Rate 1
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
0 r
a
r
��
2 ro`
7
M !ct
Nor)
r
a
Boring #
❑ Boring
® Pit Ground surface elev.�dl.'{��"ft0
Depth to limiting factor����� in.
Soil Aonlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/FtZ
*Eff#1
*Eff#2
CS
s
Effluent #1 = BOD. > 30 s 220 ma/L and TSS > 30 _< 150 mq/L *Effluent #2 = BOD. > 3075 220 mo/L and TSS > 30 _< 150 mo/L
CST Name (Please Print)
Sign e
CST Number
a �
>an� � 2
222
Address
Date Evalu IM Conducted
Telephone Number
" SBD-8330 (R04/15)
L3j Boring #
Horizon Depth
In.
❑ Boring pc�
® Pit Ground surface elev: Y� 3J` ft.
r
�1
Depth to limiting lVqin. �-
Soil Application Rate
Dominant Color
Munsell
Redox Description
Qu. Az, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
d
q
je% 7
s 3r
❑ Boring
. ❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Soil Application Rate
Dominant Color
Munsell
Redox Description
Qu. Az, Cont. Color
Texture
Structure
Gr, Sz. Sh..
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
❑ Boring
# ❑Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr, Sz. Sh. *Eff#1 *Eff#2
luent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L
* EfFluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L
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L_.-_�____
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----
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Wisconsin I
Division of I
Attach complete site
but not limited to: vei
scale or dimensions,
Personal information
f�fy'and Professioi
APR
06 ti00
Co��ty
�` T Ooao CJ38'
1 � � Page I of
SOIL EVALUATION REPORT
with SPS 385, Ms. Mm. Code
8 1/2 x 11 inches in size. an must include,
p reference point (BM), direction and percent slope,
and location and distance to nearest road.
Please print all information.
❑ Boring
Pit
Ground surface elev�� ft.
=tLtn to umiung tactori � �+--yin.
Snil Annliratinn Rata
Horizon
FPTI
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr, Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
C'
0V i
24 -12P
Yt1
Boring #
El Boring
® Pit Ground surface elev.'��� `15 ft.
Depth to limiting factor,�16`� in.
Cnil Annlir�finn R�to
Horizon
Depth
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Consistence
Boundary
Roots
GPD/Ft2
Eff#2
,/�f
lGr.
/14
" tTTlUent iFl = ttUU, > :iU 5 22U mq/L ano 155 > MS 1b0 ma/L 'Effluent #2 = BOD. > 30 <_ 220 ma/L anri TSS > 3(1 < 15(1 mn/I
CST Name (Please Print)
Sign e
CST Number
wet av�e
222. �f
Address
12a FI;Gi�Gh S arc �� ref uA
Date Evalu tiConducted
J' ZU2 6
Telephone Number
lS - �} /C� -
051
SBD-8330 (R04/15)
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