HomeMy WebLinkAbout014-1068-40-000wisonsin L~3p2rtment of Commerce PRIVATE SEWAGE SYSTEM
S ;fbty 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)].
Permit Holder's Name: City Village X Township
Heinbuch, Gar Forest, Town of
CST BM Elev: Insp. BM Elev: BM Description:
~aD~ ~ /~Ol ~ I
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic
Dosing
'IQ
Aeration
Holding
TANK SETBACK INFORMATIOIjI. I ~~/.,.L~ ~ n.Qu~w
TANK TO /L W~ LD
G
. Vent to Air Intake ROAD
Septic ~ 2 I S, 7~ .I
~
~s''/- ~~'~cT~-~
Dosing
Aeration 1
D
Holding
PUMP/SIPHON INFORMATION ~~YQ
Manufacturer Demand
GPM
Model Number
TDH Lift Friction Loss tem Head TDH Ft
Forcemain L Dia. Dist. to We
SOIL ABSORPTION SYSTEM (n + ~ u ,,~~-N 7~
County: St. CroiX
Sanitary Permit No:
515034 0
State Plan ID No:
Parcel Tax No:
014-1068-40-000
Section/Town/Range/Map No:
32.31.15.500
ELEVATION DATA
STATION BS HI FS ELEV.
Benchmark 5~ 1 1 ~(
I J I~1/\
t
Alt. BM
~-
Bldg. Sewer
Sc N
5~7
93 .
S t Inlet GZ I <~
t Outle ~ Z ~~,7J
/ J
Dt Inlet ~ -~
Dt Bottom ~ _i
Header/ an. „
v
~ /- yi'
Dist. Pipe
-e,,,.~s -
8 . v
X11 • `f
Bot. System
.2
a. Z
FiF~Grade f I~~~S[ ~ ~, ~ - 35
S>~over 2.Sr -- 3.~0 9s~s
BED/TRENCH Width
~ Length^~ /
/I No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS ~ VV~iNV,, J
SETBACK SYSTEM TO P/L~ BLDG WELL L E/STREAM LEACHING Manuf~
INFORMATION CH O
Typ Of System:
/ ~~ ~ t
~ ~
~) UNIT
odel Number:
DISIRIBUTION SYSTEM
Header/M ifold 'L istribution I ~ t x Hole Size x Hole Spacing Vent to Air Intake
I ~ Pipe(s) ~ D ~' h ~ ~
Lengt Dia Length Dia_ Spacing
SOIL COVER Y Prceeiira Svetamc rlnly YY Mn~~nrl nr At-Grade SvstemS Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center L~ ~ (~~ ~
r I Bed/Trench Edges Topsoil
~ Yes ~ No
~ Yes ~ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/~/~ ~~ Inspection #2: / /.
~t
Location: 2795 Hwy 64 Glenwood City, WI 54013 (SE 1/4 NE 1/4 32 T31N R15W) 40 acres Lot / ~-~(P~arcel N 32.31.'1.5.500
1.) Alt BM Description =~ ~ ~`~~~ ~ ~~,. a~• - 7 y' - ~ ~,,c~
2.) Bldg sewer length = 3~~°~b (/ ~ti~~ vv ~
- amount of cover = u ~ ~ ~ ~ hZ ~ ~'~~~%K~%L ~ y~~~
T r-,
Plan revision Required? ^ Yes ~ No ! I ',
Use other side for additional information. ~_ I _. -J -
Date Insepctor's Signat re Cert. N .
SBD-6710 (R.3/97)
~~~ ~~~ n~ ~e~
commerce.wi.gov Safety and Buildings Di ' ' n ty
201 W. Washington Ave., P.O x 7 S ix
i sco n s i n Madison, WI 53707- Sanitary Permit Number (to be filled in by Co.)
Department of Commerce 5 f 'Jr o3
.Sanitary Permit Application StateTransa'~ctig9onNumber
Nry
In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental
unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS aze ss (if different than mailing address)
Project Ad
submitted to the Department of Commerce. Personal information you provide ma b ndary
oses in accordance with the Privac Law, s. 15.04(1 (m), Stats. ~
t
Hwy 64 2
I. A lication Information -Please Print All Information
Property Owner's N,~
08 Pazcel #
l1L ~ ~ Z~
v $ _ ~/d _ ~
~~~ _ ~6~
G Heinbuch
J 0
Property Owner's Mailing Address
ST. CROIX COUNTY Property Location
/
~~~
/
2929 St. Rd. 64 ZONING OFFICE ,
Govt. Lot (
City, State Zip Code one umber
~4, ~~j
~ ~ Section
SE/a,1~
i(
Glenwood City WI 54013 715-265-4962 ~,
L
~ (cite a one)
T 31 N; R
15w
II. Type of Building (check all that apply) ~, r„p Lot # _
X 1 or 2 Family Dwelling -Number of Bedrooms 3 /~~ Subdivision Na~m/e~
G
^ Public/Commercial -Describe Use ~ ~-
^ City of
^ State Owned -Describe Use CSM Number ^ Village of
r
~
~ +.y ~ ~ A' X Town of Forest
~
L.~
III. Type of P mit: (Check only one bo online A. Comp ete line B if applicable)
`~' X New System
-~~ ^ Replacement System ^ Treatment/I Iolding Tank Replacement Only ^ Other Modification to Existing System (explain)
1B. ^ Permit Renewal ^ Permit Revision ^ Change of Plumber
^ Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration Owner ~~
IV. T e of POWTS S stem/Com onent/Device: Check all that a I r e ~
XIVOn-Pressurized In-Ground ^ Pressurized In-Ground At-Grade ^ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable sail
^ Holding Tank ^ Other Dispersal Component (explain) ^ Pretreatment Device (explain) ~
V. Dis ersaUTreatmenYArea Information:
Design Flow (~ Design Soil~lication Rate(gpdsf) Dispersal Area ReAuired (sfJ
/ Dispers al Area oposed (sfJ System Elevation #~~=./22452:
i
/
450 .7 ,
642.9 650 D
VI. Tank Info Capacity in Total # of Manufacturer /'_ J
Gallons Gallons Units ~ ~ c ~ c~+
New Tanks Existing Tanks J y~^ `~ c
a U ~ ~
v~ y
v~ p ~
C7
i~ ~
p.
~
/ /11 C~AC~ ~~
i . ,
Septic or Holding Tank 10~~ 1 ~~~ 1 Weeks x
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plum er's Si re MP/MPRS Nttrrlber Business Phone Number
227618
Thomas D Gustum 1-715-658-1344
Plumber's Address (Street, City, State, Zip Code)
N13450 93T" Street New Aubum WI 54757
VIII. Coun /De artment Use Onl
Approved Permit F~eje
~ , m
$ ~ Da gIssu d
G Issui gent Sign re
O Given Reason for nial / ` I ~
IX. Condit~'~~~ easons for Disapproval
1. Septic tank, eftlt~nt filter and r
dispe~ -ai cell must all be serv_~ces /maintained
as per management plan provided by plumber.
2. All setback~equrements mns1; be maintained
8s code ! otdinallces.
Attach to complete plans for the system snd submit to the County only ou paper not less than S t!t x 11 inches in size
- ~ State Hwy 64
Approx 1/4 Wile
LEGEND
^ SOIL PITS WITH BACKH^E
Ga BM1 =NAIL W/MARKER IN TREE EL= ..100,0 ALS^ HRP
0 BM2 =NAIL W/MARKER IN TREE EL= 100.0 ALS^ HRP
PART ^F 68 ACRES
/ ~ ~O ~
?BM1
Z~
~G B1
~0 92,6'
cAn ~ ~ ..
\ ~
\ \
B 3 +~ \
89' \
s~-°P~ ~
~o ~. ~
SHED
~~ ~~
,6~ ~
~ ~ w~~
A
0 BM2
1000 gal tank
sch 40 a- 3034 av PROPOSED
3 HDR H^
~~,E
~~
o~
~`'^' tw trenches V E2-F'to~ Chambers
~ ~
~ B2
CQ 92.6'
O
~QG~ c ~~QG
9~ ~
•~, 9
~6-
~. .
Chambers
Page 1 of 4
Cover Page
Project Name: Gary Heinbuch 450 GPD Conventional
Owner's Name Gary Heinbuch
Owners Address 2929 St. Rd. 64
Legal Description
Township
County
Subdivision
Lot#
Parcel ID#
Glenwood City, WI. 54013
se • +/, ruw • ~/ Sec(3 ~ T 31 N, R 15 w ~
Gnrocf ~~
Saint Croix •
part of 68 acres
Table of Contents
P9~
1 Cover page
2 Calculations and Drawings
3 Management and Contingency Plan
4 Plot Map
total # of pages: 4
Designer Name:
License #:
Date:
Ph. #:
Signature:
Thomas Gustum
227618
7/22/2008
Design Methods Used
"IN-GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD-10705-P (R.6/99)
Chambers Page 2 of 4
Calculat ions and Drawings
Site Conditions Infiltration Elevations
Site Type: Private . Cell #1 Cell #2 Cell #3
%Slope 10 % Contour Elev: 90.80 Ft
# of Bedrooms 3 Infiltration Elev: 87.80 Ft
Depth to limiting factor 85 in Limiting Factor Elev: 83.72 N/A N/A
Soil Application Rate: 0.7 gal/ft^2/day Treatment and Dispersal Zone: 4.08 N/A N/A
Effluent Quality erf #i ~ Cover Material Required: 0 N/A N/A In
Design Flow: 450 gal/day Finished Grade Over Cell: 90.80 N/A N/A
Max BOD 220 mg/I
Max TSS 150 mg/I
Distribution Cell Septic Tank
Choose chamber type: Ez pow 3 x ro ceu ~ Septic Tank Manufacturer: Weeks
# of Cells Septic Volume Chosen: 1000
Laying Length: 10.00 Ft Effluent Filter Selected: Biotube FTS0854-36
EISA Determined Area: 50.0 Ft2 Note: Access opening of sufficient size to be provided to allow removal of filter.
Open Bottom Area: 35.30 Ft2 Opening to terminate at or above grade.
Chamber Height: 12 Inches
Required Infiltrative Area: 642.9 Ft2 Actual Infiltration Area 650 Ft2
Total # of Chambers: 13
Total Cell Length: 130.0 Ft Cross Section of Septic Tank
Cross Section of Cell Vent in a"Min
_
.
manhole covEr
°
.\ 12" Min.
I
~f1e~ \ 18"Min
~ V~ A j~~ ~ ~~ All joints to
~~ V~ ~ ~~ % ~ ~~ V~ ~
{
~ ~be water tight ~ X40 or
\ J Efrluent pipe
Filter
Ch
3" Bedding Under Tank
Plan View of Typical Cell
J ~l ~
-v J
~
> ~
~ ^
~ n
:~
Page 3 of 4
In-Ground System Management Plan pursuant to corrxn 83.54 W. A. C.
Owner's Responsibility:
The component owner is responsible for the operation and maintenance of the component. The
county, department or POWTS service contractor may make periodic inspections of the
components, checking for surface discharge, treated effluent levels, etc. The owner or owner's
agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or
the department.
Septic Tank:
Septic tank(s) and effluent filters are to be inspected routinely and maintained by department
approved individuals when necessary in accordance with their approvals. The use of
chemical/biological "treatments" is not required or recommended. If such additives are used,
make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent
filters are to be removed & cleaned as necessary, with provisions to keep solids from passing the
septic during removal. No more than 1/3 of the usable tank volume may be occupied by
sludge/scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must
be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an
approved individual. If the inspector does not recommend pumping of the septic tank, then the
owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume.
Septic tank should be routinely inspected to be watertight and of good repair.
Absorbtion Cell
The absorbtion component must remain free of ponded surtace water prior to pump operation. If
4 inches or more water level is detected in the observation pipes, the owner must be notified of
possible problems/failure. The designed daily flow capabilities of the component should never be
exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to
grow anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive
walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion
capabilities andlor possibly cause it to freeze in winter conditions.
Performance Monitoring:
Performance monitoring must be done at least once every three years following the installation or
at the time of a problem, complaint, or failure.
Contingency Plan:
If the septic tank or other components therein (including floats, alarms, etc) become defective,
the defective tank or component must be replaced immediately to ensure that the system can
operate as designed. If the absorbtion component cannot accept wastewater or ponds
wastewater to the surtace, the component must be repaired or replaced in it's current location by
removing the clogged bacterial mat, aggregate/leaching chamber cell, and distribution piping
within the cell and replacing failing components in order to return system to proper working order
as required. If repair is not feasible, a new system is to be constructed in a designated
replacement area
Gustum Septic Service 1-715-658-1344 Barron Co. Zoning 1-715-537-6375
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~$f/,~ O VALUATION REPORT
Department of Commerce ~ nce with Comm 85, Wis. Adm. Code
f)ivicinn of Rafaty and Ruildinnc
#2380
Page 1 of 3
Gustum Septic Service
~""'+
Attach complete site plan on paper n an 8'/z x 11 inches in size. Plan must County
St. Croix
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. Parcel I.D.
O!y- 0!0 ~~ - ~-~
Please print alllnformation. Rev' ed By Da
Personal information you provide may be used for sewn ~y~Law, s. 15.04 (1) (m)).
66--~~'' ~(
v
Property Owner Prop y Location
Heinbuch, Gary Govt. of n/a SE1/4 NW1/4, S34, T31N, R15W
Property Owner's Mailing Address t
~U Lot # Block # Subd. Name or CSM#
2929 St. Rd. 64 n/a n/a N!A
City State Zip Cod P~gn~~Qt~OFFIC 'ty ,;;j Village Town Nearest Road
Glenwood City WI 54013 71 Forest State Hw 64
1~ New Construction Use: ~ Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD
;_f Replacement --~ Public or commercial -Describe:
Parent material outwash plains Flood plain elevation, if applicable rUa ft.
General comments Part of 68 acres. Recommend system el. 3' deep along contours.
and recommendations: nn,w, ,,
~Y~-~- Qbl ~. ~ ('rN ~ 1Z. Z S .~~1GcJ
~_~ --- ,
1 ~f Boring ~ ~ /
Boring # ~ pit Ground surface elev. 92.6 ft. Depth to limiting factor > 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2
1 0-7 10yr3/3 none sil 2mgr mvfr as if 0.6 0.8
2 7-18 10yr4/4 none gr. sil 2msbk mvfr cw if 0.6 0.8
3 18-31 7.Syr4/6 none gr. sl 2msbk mvfr cw - 0.6 1.0
4 31-50 7.5yr4/6 none Is 0 sg ml cw - 0.7 1.6
5 50-72 10yr5/6 none 5 0 sg ml cw - 0.7 1.6
6 72-100 10yr5/6,4/6 none ~ s 0 sg ml - - 0.7 1.6
tl
Boring # --~ Boring ~J~
~/ Pit Ground surface elev. 9 .6 ft. Depth to limiting factor >85 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/3 none sil 2mgr mvfr as if 0.6 0.8
2 9-26 10yr4/4 none gr. sil 2msbk mvfr cw if 0.6 0.8
3 26-40 7.5yr4/6 none gr. Is 0 sg ml cw - 0.7 1.6
4 40-85 7.5yr4/6 none s 0 sg ml - - 0.7 1.6
1
ti$
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 * Effluent #2 = 6005 <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 6/25/2008 715-658-1344
SBD-8330 !12.07/001
Property Owner Heinbuch, Gary Parcel ID #
Page ~ of 3
3 ~~ Boring
Boring # 89,p g. De th to limitin factor >85 in.
Pit Ground surface elev. P g Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EfF#1 •Eff#2
1 0-10 10yr3/3 none sil 2mgr mvfr as if 0.6 0.8
2 10-17 10yr4/6 none gr, sl 2msbk mvfr cw if 0.6 1.0
3 17-55 7.5yr4/6 none gr. Is 0 sg ml cw - 0.7 1.6
4 55-85 10yr5./6 none s, gr. s 0 sg ml - - 0.7 1.6
u
1
J Boring
Boring # ft. Depth to limitin factor
.., ~ Pit Ground surface elev. 9 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EtF#1 •Efi#2
Boring
Boring # ft. De th to limitin factor
.~J Pit Ground surface elev. P 9 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure " Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr: Sz. Sh. •Eif#1 •Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/Land TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services ~
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-877 i
SBD-8330 lR.07/001 GuStUm Seek Service
Property Owner Heinbuch, Ga
Parcel ID #
Page 2 of 3
3 Boring
Boring # 89.0 ft. De th to limitin factor >85 in.
Pit Ground surface elev. p g Soil Application Rate
"Horizon: Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t *Etr#2
1 0-10 10yr3/3 none sil 2mgr mvfr as if 0.6 0.8
2 10-17 10yr4/6 none gr. sl 2msbk mvfr cw if 0.6 1.0
3 17-55 7.Syr4/6 none gr. Is 0 sg ml cw - 0.7 1.6
4 55-85 10yr5./6 none s, gr. s 0 sg ml - - 0.7 1.6
Boring
Boring # ff, De th to limitin factor
J Pit Ground surface elev. p g in• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 'Eff#2
Boring
Boring # g, Depth to limitin factor
_f Pit Ground surface elev. g in• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
"` Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services ~
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-877 i
SBD-8330 (R 07/001 GuStum SeOtfc Service
~~~
Department of Commerce
Division of Safetv and Buildings
SOIL EVALUATION REPORT
in accordance with Comm 85, Wis. Adm. Code
#2380
Page 1 of 3
Gustum Septic Service
Attach com lete site lan on a er not less than 8'/: x 11 inches in size. Plan must
P P P P
i
BM
di
ti County
St. Croix
nt (
),
rec
on and
include, but not limited to: vertical and horizontal reference po
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. ~ Reviewed By Date
Personal inforrnation you provide may be used for secondary purposes a aw, s. 15.04 (1) (m)).
Property Owner J Property Location
Heinbuch, Gary ~ ~ Govt. Lot n/a SE1/4, NW1/4, S34, T31N, R15W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
2929 St. Rd. 64 n/a n/a N/A
City State Zip Code Phone Number ~ City ~ Village ; Town Nearest Road
Glenwood City WI 54013 715-265-4962 Forest State Hwy 64
>~ New Construction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement public or commercial -Describe:
Parent material outWash plains Flood plain elevation, if applicable n/a tt.
General comments Part of 68 acres. Recommend system el. 3' deep along contours.
and recommendations:
Boring # -~ Boring
^jy Pit Ground surface elev. 92.6 ft. Depth to limiting factor >100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
1 0-7 10yr3/3 none sil 2mgr mvfr as if 0.6 0.8
2 7-18 10yr4/4 none gr. sil 2msbk mvfr cw if 0.6 0.8
3 18-31 7.5yr4/6 none gr. sl 2msbk mvfr cw - 0.6 1.0
4 31-50 7.5yr4/6 none Is 0 sg ml cw - 0.7 1.6
5 50-72 10yr5/6 none s 0 sg ml cw - 0.7 1.6
6 72-100 10yr5/6,4/6 none s 0 sg ml - - 0.7 1.6
Boring # --~ Boring
t/ Pit Ground surface elev. 92.6 ft. Depth to limiting factor >85 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 *Effl/2
1 0-9 10yr3/3 none sil 2mgr mvfr as if 0.6 0.8
2 9-26 10yr4/4 none gr. sil 2msbk mvfr cw if 0.6 0.8
3 26-40 7.5yr4/6 none gr. Is 0 sg ml cw - 0.7 1.6
4 40-85 7.5yr4/6 none s 0 sg ml - - 0.7 1.6
"Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg/L antl TSS < 30 mg/L
CST Name (Please Print) Signatur ~ CST Number
Tom Gustum ' 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 6/25/2008 715-658-1344
titlU-8330 I Ii.U7/UUl
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\TE BAR OF WISCONSIN FORM 1 - 2000
I WARRANTY DEED
Document Number
This Deed, made between George Westlake and
Kay H. Martinen, both married persons
Grantor,
and Ga_~ W. Heinbuch and Frances M. Heinbuch,
husband and wife, as survivorship marital property.
_ Grantee.
Grantor, for a valuable consideration, conveys to Grantee the following
described real estate in St. Croix County, State of
Wisconsin (the "Property") (if more space is needed, please attach addendum):
The Northeast Quarter of the Northeast Quarter
(NE1/4 of NE1/4), and the Southeast Quarter of the
Northeast Quarter (SE1/4 of NE1/4), Section 32,
Township 31 North, Range 15 West, Town of Forest.
Grantor, by this deed, hereby expressly conveys any
and all interest in Inineral rights to the above
described property.
UOT Cert. #: 55-64-3246-2001
Together with all appurtenant rights, title and interests.
647'536
KATHLEEN N. WALSH
REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
06-Ob-2001 9:30 Ate
YARRANTY DEED
EXE11F'T D
CERT CORY FEE:
CORY FEE:
TRANSFER FEE: 39b.00
RECORDING FEf: 12.00
RAGES: 2
Recording Area
Name and Return Address
WESTconsin Credit Union
860 Cedar Street
Baldwin, WI 54002
014-1068-10-000;
014-1068-40-000
Pazcel Identification Number (PII~
This is not homestead property.
(is) (is not)
Grantor warrants that the title to the Property is geed, indefeasible in fee simple and free and clear of encumbrances except
Roadw3ls, Easemer_ts, ?nd Restrictier_s of Record.
Dated this 30th day of May 2001 .
AUTHENTICATION
Signature(s)
authenticated this day of
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by §706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY
*George Westlake
-
* Ka H . Ma i.nen
ACKNOWLEDGMENT
STATE OF WISCONSIN )
ss.
County. )
Personally came before me this day of
the above named
to me known to be the person who executed
the foregoing instrument and aclrnowledged the same.
Michael H . Forecki , Attorney Notary Public, State of Wisconsin
Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged Both are not necessary) ~)
#Names of persons signing in any capacity must be typed or printed below their signature.
WARRANTYDEED STATE BAR OF WISCONSIN FORM No. 1-2000
ll~ttomey Michael H Forecki 1830 Brackett Ave, Eau Claire WI 54701-4627
Phone: (715) 835-3029 Fax: (715) 835-4112 Michael H. Forecki T7707538.ZFX
( Produced with ZipFormTM by RE FonnsNet, LLC 18025 FiReen Mile Road, Clinton Township, Michigan 48035, (600) 383-9605
~~~
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer (~(~~'`
Mailing Address
Property Address
City/State
LEGAL DESCRIPTION
& Zoning Department for new construction.) ~`~
Parcel Identification Number (~~ ~ -/(~~/-L~ -~
Property Location~;~%~ '/4 , ~-%'/4 ,Sec. ~, T _~ ~N R ~S~ W, Town of ~/Z°.S f
Subdivision Plat:
Certified Survey Map #
Volume ,Page #
Lot #
Warranty Deed # (~1~7~ 3(p (before 2007)Volume ~~~~, Page # ~z~(,~
Spec house ' ?yes ':' no
Lot lines identifiable _ yes . no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three 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 §Comm. 83.52(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 (I) 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.
1/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 Commerce and the Department of Natural Resources, 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 form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of bedrooms
C~C
IGNATURE OF APPLICANT(S)
/~~=~ ~
DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. ***
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.
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(Verification required from
(REV. 08/05)
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