HomeMy WebLinkAbout020-1014-30-125Wisconsin Department of Commerce
Safety and Building Division
GENERALINFORMATION
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
(ATTACH TO PERMIT)
~ J
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township
Beer, Dan Hudson Townshi
CST BM Elev: Insp. BM Elev: BM Description:
/~ ~ ~ ~~"_
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic
C~J.~, 7~-.
/ ZS O
~~ l
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD
Septic ~ ~ / ~ ~ a /
0 ~
~' _
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: 453236 0
State Plan ID No:
Parcel Tax No:
Section/Town/Range/Map No:
12.29.19.
STATION BS Hi FS ELEV.
Benchmark
Alt. BM
5 :` C.:
z .5~
q8. ~ 5
Bldg. Sewer
StlHt inlet
9 ,5
~ Z
SUHt Outlet ~ ~~ ~ ~ r
Dt Inlet \
Dt Bottom
\
~,
Header/Man. J ~d , Z / b , 9, <
Dist. Pipe / O, L ~~ .~
Bot. System
Final Grade ~ .3~
St Cover
(~, b ~'
/6~,G5
Z .5~
9~~ ~
BEDlTRENCH Width Length ~ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS ~' Q ~
/ ~ \ ~~ ~~ \ ~, ~_ ~~
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer•..~ j. , I ~
,~
INFORMATION CHAMBER OR ~
~-v~#~
Type OF System:
~» ~~ ~
Z7 ~
~ ~ •' ^
IV F'Y ^
/t ~i-} UNIT
Model Number:a ,
DISTRIBUTION SYSTEM Z3 ~.,~~.(,, ~ a~Q,
Header/Manifold ~ / Distribution x Hole Size x Hole Spacing VentSo Air Intake,
r - '
VJ
~ Pipe(s) `
\
~
`
~
~ l/t-~/~.,~- ''~
-
Length
Dia Length
Dia
Spacing C~„ r
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Oniv t "`'d'r
Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched
Bed/Trench Center ~` ~j'~
/l~J Bed/Trench Edges \ Topsoil
~ - -
!Yes ~ No ~ ,
Yes ~ _~ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / /
Location: 844 Moonbeam West Unknown (SW 1/4 NE 1/4 12 T29N R19W) NA Lot 1
1.) Alt BM Description = S~ P~-~ ~- ~v.1PJ~ C~ . `
~ cti,• rte, 5 d- ~ a~ O v'~.
2.) Bldg sewer length = 5
- amount of cover = /a ~
j~ (_S~_
Plan revision Required? L] Yes No ~ (~~
Use other side for additional information. ~__ _ L -_J
SBD-6710 (R.3/97) Date
Inspection #2: / /.
Parcel No: 12.29.19.
L_ ~ ~~_.~
Cert. No.
Safety and Buildings Division Cotmty
~
~"
` 201 W. Washington Ave., P.O. Box 7162 ,
Q%
iseonsin Madison, Wl 53707 - 7162 Sani Permit Number (to be filled in by Co.)
(608) 266-151 3
2
De artment of Commerce 2
Sanitary Permit Application State Plan LD. Nnmber
In accord with Comm 83.21, Wis. Adm Code, personal information you provide
maybe used for secondary purposes Privacy Law, s 15.04(1 xm) ject Address (if different than mailing address)
1. Application Information -Please Print All Information,.,.:,, ..__.__ ......--,..-.m-- --~~-°- _ -°•--I
Property Owner's Name Parcel # Lot # Block #
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2e
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- O~0 - /0/ - 30 ~~
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Pro
perty
Owa
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]ing Address `' ,_ Property Locat
ion
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/~~! l..d. /~w ~ i.~..iUi~- r
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Section ~i2-
City,State Zip Code ~}ppp6
~IGE ,
,
/Yr~t~0I7 !~ /• S t~~G p
?/ 0 w// " ~ (circle one)
T ~ N; R~'$Zr W
11. Type of Building (check all that apply)
~.,~ ~ ~'M'
~ SI-bdiuisiea-Pfaff CSM Nuurbcr
Ill 1 or 2 Family Dwelling - Number of Bedrooms
tMn C ~ ~~~~
^ PublidCommercial -Describe Use ~t ~
^ State Owned -Describe Use v ,,..__,,~~
_^Village Ls?1"ownship of ~SDn ~
~e
111. Type of Permit: (Check only one bog on line A. Complete line B if applicable)
a.
New System
^ Replacement System
^ TreatmenUHolding Tank Replacement Only
^ Other Modification to Existing System
B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New last Previous Permit Number and Date lssued
Before Expiration Plumber Owner
IV. T of POW'TS S stem: Check all that a 1
Non -Pressurized ln-Ground ^ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^
Constructed Wetland ^ Pressurized in-Crmund ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^
Recirculating Synthetic Media Filter ^ Leachin tuber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain)
V. Dis rsal/Treatment Area Information ~ ti'/>~~ Cl~ant~t/S /y k' fJ'CiK./+ a~ ,~/. / . ~ = 70 5~'
Design Flow (gpd) Design Soil Application te(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sfj
' yttem Elevation S~
'
Gen .d. o. ~ d. s>r ~s7. /s sf ~0. ~o s~ Es, s
8 ~ ~
89a
Vl. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plasti
Gallons Gallons of Units / ~~ ~,,, ~ ~ oncrete Constructed Glass
Ncw Existing ~/~
Tanks Tanks
Scp[ic or Holding Tank / Z ~ ~, / ZS~ ~/ ~~~. /
Aerobic Treatment Unit
Dosing Chamber
VII. Responsibility Statement- I, the nnderslgned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Pl 's Si MP/MPit9 Number Business Phone Number
do 2~3~/7S 7/5 to ~~-S/lo6
Plu
m
be
r
's Address (
t, City,
Sta
te, Code)
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y
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p~
/~
/
1
/ ,V. ~ l0 W ~/~~? ~~ S~DZ/
Vlll. Coun /De artment Use Onl
Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater
h Date lssued s ' Agent Signatur (No Stamps)
Surc
arge Fee)
^ Owner Given Reason for Denial _
25~
Z$-~
IX. Conditions pprova 21 p~-~ ~ C ~~ ~~~
J / r
~
a~~
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SYSTEM OW IVER:
~~
..
1 Septic tank, effluent filter and ~,
dispersal cell must all be serviced /maintained ~~ - ~'
as per management plan provided by plumber. ~
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2. All setback requirements must
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as per applicable code/ordinances.
Attach complete plans (to the County only) for the system on prat sntha 1/2~r1'o, chca io size L
SBD-6398 (R. 01/03) r~ ~. J
SLR'
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an t.~++N+
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Wisconsin Department of Commer~ s ~. ci~o,x Couiv~OlL VALUATION REPORT Page of
Division ofSafetyandBuildings r___- ZONING OFFICE
mar:coraancewrm~ornnroo, vns. r~urn. ~.vua
er not less than 61/2 x 11 inches in size
Plan must
Attach com
lete site
lan on
a
County ~~' ~~ i ~
p
p
p
.
p
indude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed by _< to
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ \rI Y , ~
Prope er
~' ~ Properfy Location
Govt. Lo~~{rJ
114 ~1/4 S J ~ T
~ N R E ( ) W
P-operiy Owr~r's Mailing Addre ~~ ~ Lo # Biodc # Subd. Name or CSM#
City to Zip Code Phone Number ^ Ciity ^ Village Town Nearest Road
New Construction User Residential / Number of bedrooms Code derived design flow rate _ ~~ ~ GPO
^ Replacement L ^ Public or co/mmerdal -Describe: ,_.____. __- ________.v_ __-
Parent material ~i~f.7-l.~/c:~/~~y Flood Plain elevation if applicable /'~/~ /~ ft.
General continents v /
and recommendations) fj, j ~. ~ ~,Pi 1/Ck./~~-c~'t~ ~\J ' ~ ~ !' ~p
//
c-~~ G~-~ PJ ~
~~ # Boring
pit Ground surface elev. ~ +~ : ~. Depth to limiting factor /~ b in.
Soil lication Rate
Horizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots GP DlfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
-
~s ____ ~
-
l~ Boring # 4 Boring ~
I~ I ~C Pit Ground surface elev. ~ ft. Depth to limiting factor / ~ in.
Soil ication Rate
Horizon Depth Dtxninant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Z , 2 ~-~ ~ C s- ~ . 3
~6_ ~ r ~ ~---- ~! S s Nl~ ~ ~? . z--
• Effluent #1 = BOD > 30 < 220 mg/l_ and TSS >30 < 150 'Effluent #2 = BOD < 30 mg/L and T55 < ;3() mg/L
CST iYarne {Please Print) S' CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 540 , ~ '~~-,-- O ~ 715-246-4516
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Property Owner
Parcel ID #
Page of
Bonng # ~ Boring ~j
~^Pit Ground Surtace elev C 1 ~ , ft. Depth to limiting factor r ~ ~ in• Soi! ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIff
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
~ 0-~~f 0 3~z ~--- 5 ~ ~ ~ h'1 C' ,j-- ~~--~ . J .
~-6 ~ ..~ ~ r~ ~K ~ ~ ~^3
.o ` ~f-
.6 ~ ~ ~ 3•G.
n Boring # ~ Boring
l~J U Pit vrounasunac:CeiCV. w. vnyui w unuuny iau~~ ~~~.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eti#1 'Eff#2
~~ # O Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil ication Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GP DIfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
'Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mglL ' Effluent if2 =GODS < 30 rrrg/L and TSS < 30 mglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Sa0.8310 (8.6/00)
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Soil Test Plot Pl
Project Name Dan Beer ~ c
Address 1119 Cty Rd A
Hudson Wi 54016
Lot 1 Subdivision ------- Date
~I'M #226900
12/15/03
S W 1 /4 NE 1 /4S 12 T 29 N/R19 W Township Hudson
Boring Q Well PL Property Line
BM or VRP Assume Elevation 100 ft.
County ST. CROIX
Top of Steel Fence Post
System Elevation 90.3/89.6 *HRpSame as Benchmark
Alt. BM Top of Steel Fence Post @ 99.7'
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POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page f of 2
FILE INFORMATION
Owner' ~~ D ~ '
Permit # 1..~,,C~2Z~?J~O
DESIGN PARAMETERS
Number of Bedrooms ^ NA
Number of Public Facility Units ~IA
Estimated flow (average) gal/day
Design flow (peak), (Estimated x 1.5) ~p gal/day
Soil Application Rate d _ al/day/ftZ
Standard Influent/Effluent Quality Monthly average*
Fats, Oil & Grease (FOG) 530 mg/L
Biochemical Oxygen Demand IBOD5) 6220 mg/L ^ NA
Total Suspended Solids (TSS) 5150 mg/L
Pretreated Effluent Quality Monthly average
Biochemical Oxygen Demand (BODBI S30 mg/L
Total Suspended Solids (TSS) <_30 mg/L ^ NA
Fecal Coliform (geometric mean) 5104 cfu/100m1
Maximum Effluent Particle Size Ye in dia. ^ NA
Other: ^ NA
"Values typical for domestic wastewater and septic tank effluent.
SYSTEM SPECIFICATIONS
Septic Tank Capacity /~ Z $T' al ^ NA
Septic Tank Manufacturer ~c>`cQ ^ NA
Effluent Filter Manufacturer ^ NA
Effluent Filter Model _. ~ ^ NA
Pump Tank Capacity al A
Pump Tank Manufacturer ~AVA
Pump Manufacturer A
Pump Model ~ ~CNA
Pretreatment Unit
^ Sand/Gravel Filter
^ Mechanical Aeration
^ Disinfection
^ Peat Filter
^ Wetland
^ Other: ~A
Dispersal Cellls)
~[In-Ground (gravity)
(^ At-Grade
^ Drip-Line ^ NA
^ In-Ground (pressurized)
^ Mound
^ Other:
Other: A
Other: q
Other: ~q
MAINTFN~Nr_F S(_HFI)111 F
Service Event Service Frequency
Inspect condition of tankls) At least once every: ^ month(s) (Maximum 3 years)
earls) ^ NA
Pump out contents of tankls- When combined sludge and scum equals one-third IY31 of tank volume ^ NA
Inspect dis ersal Cellls)
P At least once every: ^monthls) (Maximum 3 years)
ear(s) ^ NA
Clean effluent filter At least once every: ^monthls)
2- yearlsl ^ NA
^ monthls) p~A
Inspect pump, pump controls & alarm At least once every: ^yearlsl r - -
~
~1s) ,~A
Flush laterals and pressure test At least once every: yea~js
Other: At least once every: ^ year) Ils- ~NA
Other: l}I~NA
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 tankls) 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 Cellls) 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 IY31 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 512 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.
Page Z of Z
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tankls) for the presence of painting products or, other chemicals
that may impede the treatment process and/or damage the dispersal celllsl. If high concentrations are detected have the contents
of the tankls) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal celllsl in one large dose, overloading the cellls) and may result in the backup or surface discharge of
effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to
restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area
within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil;
painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
~ The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
~ After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with
soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or: must be taken, to provide a code compliant
replacement system:
A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption
system. The r~lacement area should be protected from disturbance and compaction_ and should not be infringed upon by
required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will
result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in effect at that time.
^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
~~ T
alua ' a o ing ttank
b e ai a ~Rullt8 rr~. x'02- /~/~1'/ LONS'T7eclc-~1.o*~
^ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the
infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time.
< <WARNING> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER
Name ~ ~j"r~J
Phone ~ S-
POWTS MAINTAINER
Name
Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name
Phone
Name ST. C ( OU ZO~I~CI
Phone ~/S- 3gC0- (O t]
This document was drafted in compliance with chapter Comm 83.22(2-Ib11111d1&(f) and 83.54111, (2) & (31, Wisconsin Administrative Code.
ST. CROIX COUNTY
SEPTIC TANK MAIN~'ENf1NCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/~~ ~c~, ~A.t, r'
Mailing Address /~~~ eo • ~cc7 S/ .~ , ~,c~ S ~,-~
Property Address
City/State
t..~.
(Verification required from Planning Department for new construction.)
LEGAL DESCRIPTION
Parcel Identification Number 02D -/d/~ ~' ~~ T ~S r
gr ~ a 2G • ~ a•t~lt- i
C U
/2
Property Location ~~ '/a , ~~ '/< ,Sec
Subdivision
Certified Survey Map #
Warranty Deed #
~c
T LZ~N R /9 W, Town of ccolSO» ~~
~C e{~7~' C~J °~ o ,Lot # ~ ~~
~_, Volume ,Page #
Volume ~{O ,Page # SC7
i
Spec house (~s ^ no Lot lines identifiable ~es ^ no
SYSTEM MAINTENANCE Ce~C
Improper use and maintenance of your septic system coul result in its p mature failuyre 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.
The property owner agrees to submit to St. Croix County 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 I/3 full of
sludge.
Uwe, 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 Zoning
ent w' 30 days of the three yeaz expiration date.
~/ / `ice
IGNATURE OF APPLICANT DATE
OWNER CERTIFICATION
I/we certify that all statements on this form aze true to the best of my/our knowledge. Uwe amaze the owner(s) of the
property de 'bed above, by virtue of a warranty deed recorded in Register of Deeds Office.
~/ ~~',~/
SIGNATURE OF APPLICANT DATE
****** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. ******
~~}~ }
Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
• .-... ...-. .. ~ - a ' i I ~ m
CURVE DATA TABLE (ALL LENGTHS ARE IN FEET) ~ ~ m ~
N
Curve Radius Cerlhal Chord Chord ArC Tangent Bearings ~ ~
Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out ~; a m
C t 233,00 25°14'45' ST7°38'13.5'E 101.84 102.67 N89°48'24"E S64.58'51'E O Z T
1 233.00 19°14'21' S80°38'25.5'E 77.87 78.24 N89°48'24"E S70°59'15'E o~ m m
2 233.00 08'00'24° S67°59'03°E 24.42 24.43 S70°59'15`E S64°58'51"E ~ ~ z
C2 187.00 47°37'51' S88'4T47"E 134.87 138.83 S64°58'S1'E N67°23'18'E ~ ~ m
C3 233.00 18°47'36' $08°37'08"E 76.08 76.42 S19'00'S4'E $00`13'18"E ~
G4 167.00 18°47'38' N08'37'OB'W 54.53 54.78 N00°13'18'VV N18°00'S4'W ~ z O
C5 233.00 35°53'31' N82°55'36.5"W 143.58 145.96 S79'OT38°W N64'S8'S1'W m ;~ m
C6 187.00 25°14'45• N77°38'19.5"W 72.99 73.58 N84°58'51'W S89°46'24'W
C7 292.00 29°08'36' S59°52'28"W 147.01 148.81 S74°27'1tiW S45°17'40'VV
C8 233.00 17°32'54' S54°04'07"W 71.08 71.38 S45°i 7'40'W S82°50'34`W ~'
UNPLATTED LANDS END
---------------------.-------_____ UN ALUMINUM COUNTY
_ _ _ _ _ "- 589~46~37~~W 438.3 ~ '~- I N CORNER MONUMENT
319.85' 118.53' OUN 1' OUTSIDE
r`°-~+ • t~ DIAM TER IRON PIPE i
`, S 1' OUTSIDE DIAMETER BY
,,..-~ I !~ Q~ ~C' 1 LONG IRON PIPE, WEIGHING
~ tl J ~'" .13 LBS. PEA UNFAA F00T
N ~~ I ~f T (50' F pM RIGHBT-OF•WAY) i
n LOT 7 ~ z ;
p i ~ FOUND 2"OUTSIDE
~--+ ; O 2.485 ACRES ~ Q ; C"' DIAMETER IRON PIPE
~ (108.252 SO. FT. ~ O
; ^ ~ ~, ~ ~n ~ , ~ EXISTING FENCE ~1
~ Ct7 ~ d `O- ~ ~ ; ' - - 12' WIDE UTILITY EASEMENT
~ ~ ~ ~ LOT 2 ~ ; ~-- PROPOSED DRIVEWAY
' ~ v 2.434 ACRES '
,
' C>7 ~ z tJ1
I n ; a ~ (IO6.o44 So. FT.) -v ; N _ (~
^'~ o ~ ;
~~~ o g a~ ;~ ro ~~'
~~ ~
~' W 9°48'24"E ~ ~ r ~ ~
~~~
'- ' Y ' r-~ ...... ~ ~ G t ~
....
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,~,y ~,
O~z ~ ........ ~• - a~ SOT 3 '~,'d
z ~ ~, ~ ~, ,
Z , ~ ~ LOT 4 ~ t~ ~ 2.419 ACRES ~ ,;~
- 3.252 ACRES ~'~ (105,370 SQ. FT.) •p `, +~ ~
! C-` ' (141.655 SO. FT.) ~ I ~ ~;~
` L.l
~ ~~~ / ~ el ~Gw
•-r ~' ~ 33' 33' ~ °Q
D~25~96.1 T 459.02' (N89°57'28'VV) ; 66 312.16 t 890.88' ~~
r V ~ - N89°a6~3~"E 837.1 \ EAST•WEST 1/4 ~ E1/~a COR.
/ua coA. ~ LOT l ~ --~ ~~ I--s6' LINE LOT 13 sec. ,2
---- ----
~c.,2 I ---~------ ° ~
N89 48'37'E 5324,23' ~~ ,O
I PLAT OF ~ i° ;z I MOONBEAM RID~L
•p,Qg~~ ~'~ ~1~ ,~~~ ~. Hetchlera.,xusband ,ana
~..ht~~'~ ... .. ....... ..........................................a.....................
eoasreyf sad warraab b~...AATi~~~...Rt...~'~4~..I~~~?berly,~A_s. ......
~ ~ ° .:. Hee~,..hlisband..and..rife.,...s.~..lnar~.te.J...R1;A,Rlrh ~y......
..:ariLh..rig;hLs..os..aurxivarship..........~ ................................ '
.....
f the following described real astab is .. St,!,,,CI,01X -.-,County.
Stab of Wisconsin:
SEE EXIiIBIT "A"
...: _.
y~.-
~`~•
FFF
TN~e waea asssavse roR iaeaeoiRS a-*R
~'d ~Reooid Ili 6th
~- ~_~~.a t~B6
t~ '
i
l
- '~
~c~u~N ro
Tas Parcel No:
`f This .~S..a'~G~...... .
j` ....._ homestead property.
~~ (is) ('u not)
i
Exception to warranties:
~~ SubJect to Baser.:ent:.~, reservations and restric*.icns of reccrd.
Dated this ..~.,k1~X'S~ .................................. day of .......Q.Ct~~er. ......----------•---- ...-...........---. Ia... EE.
.....---•--•-• ......................................................(SEAL) .. ...Q.~~- - .. .- - -- - .... ... ...(SEAL)
-.Roger--•.E=.. Hetchler---..
i .................................................................. ~
t
..............•-----•-----...........................---.....-.......(SEAL) •-- --- -- - -..` ..........-..........-..............(SEAL)
Ma etchler
AQTSBNTICATION
antbentieated !.hif .._.._..day ot...____°-• ................ lsa...._.
IE
~tt_ TITLE: MEMBEB STATE BAIT OF WISCONSI:~i
(It not- ------------°--...---.. ... ....°-------°•---..-.._.
t~ authorized by ~ 706.06. Wis. Statf.)
~~ ~
T'`'_ IN~fTRUM6NT, /WAa DRArTlD Sr
j (Signatures may be authenticated or acknowledged. Both
are not necxssar'.)
ACHNOWLSDC~MSNT
STATE OF WISCONSIN
ss.
--....... $t .,, CrO~X.---.._._.l:ounty.
Personally came before me this .. 3rd...._._day of
_....._.._BCtOb~r.-___-....-•------+ 19.86... the above named
........._Ras~r..E;~..H(:t~hl.er._and ............................
......_._.Mary__.I.._.H~~~hlar .......................................
to me known to be the person 5_........_. who executed the
foregoing instrument and acknpav a aspic.
,~ ~gpi !~
--- •----- -- --- -------- --~- 1---::-~:.......
Notary public ..............~ ~ ;~r. -.... • CopirB,t; Wis.
My Commission iqq perrnt. (IQn~, to .~ttation
i
t `' a~.
~`~ ~ ~ ~' s ~ ' ~. ~ -
~ a ~ ~ ~ rq _ _.r e ~ ^ t - ~'~"~ r 5~.~'~ 1-sue w'. ~~`-
~.~ x # H~ - ~ -, r .. ~ Y~~ .[
aF it •• ,_ .. f k '' ~ ~ ~i ~{
~ ' ~/.r. J ~~' .A~':~ if ~ NYr ~.ti `K.
.~ _ . ~- -~ ~ ~-~ ~ : Qom ~ 56~~` ~ 5~ ~ Y ~ ~~ .
. ~~ ~. ~~~ s~ ~~~-~ EXHIBIT. A; t s- ~ +~ F ~`
z
~,,
The~W~ of the rSE}.' except fhe~ Bast 33 feet of the South. 264 Teets ,~~.
w.,.
:and. a parcel in the E~ of the SE}, described ass Comsencing -,::~~. 4, ~`
at Che SouthwesE-'corner of Section 12, thence West 462 feet,
thence North 264=feet; thence Weat Sgt feet to a steel post and
the,Potnt.af'Beglnoing; thence West 27b fRet to the West line ,~ "
of said E of SE}; thence North 2,367.05 feet to the North line ,~ t..
of said E~ of SS}; theace East along said North Iine 276 feet; -
thence South Eo the Point of Beginning; and the South 53 rods-
of the SW} of the NE} and the East 74 feet of the South 53 rods .:~.
of the SE} of the NWT;, except the following described .two pa.rcelst
~~
1} Commencing •'at the Northwest corner of t~{ a SF.} of Sec- ,~,,,
`- tlon 12; thence East 763.1 feet; theace Soutn 1,98C' feet;: ~ •
,~'" ^ -,-
thence West 103.1 feet; thence Southwesterly to a-point ~a ,~~~x
- 165 feet'East of the Southwest corner of the SE} of said .'
5ectian l2; thence Weat 165 feet; thence North 2,640 feet
I •, to the. Pointof Beginning,. together with a nun-exclusive ,_~.,
33 foot vide right-of-way easement fro® this parcel to ~`i~~
I _
4 the Towa Road.
~ - _~..
2)~ A arcel of land located in the SW} of the SB'~ and ,a
the SE~ of the SE} of Section I2, more fully described `°
~` as follows: Commencing at the South quartercorner of
said Section 12; theace South 89°56'43" East (assumed
bearings referenced to the'monumented East. Line of said .
SE}, bearing North 0°05'01" East), 165.00 feet along the '-
k, South line of`said SE} (previously recorded as East),. to
'' the Point of Beginning; thence continuing South 89°56'43"'
~'~ East, 1,071.32 feet along said line; thence Easterly, 20.78
I ~ feet along khe Northerly right-of-way line of an existing..
Town Road on a 603.00 foot radius curve concave Southerly, - ,~
whose ehosd hears North 80°33'37" East,. 20.78 feet; thence
..North 81°32.'51" East, 46.72 feet along said right-of-way - ,-
line; thence North, 253.55 feet along the Easterly
right-of-way line of a proposed town road; thence South
'~ 89°57.16" East (previously recorded as East.), 30.1.06 feet; '
''i thence North 0°02'46" Esst, 475.00 feet; thence Nurth
62°15' West, 838.00 feet; thence South 16°08'29" East, -
~~. 499.45 feet;. thence North 88°32'38" West, 343.31 feet;
thence South 36°55'27" West, 821.47 feet to the Point.o[
' Beginning. .
Together with a noa-exclusive easement for ingress and egress '
over the drive and cul de sac as presently laid out and traveled
located in exception (2) above; and also an easement for ingresa._
'~ - and egress over a parcel described as follows: Commencing at -
the South. quarter corner of Section 12; thence South 89°56'43"
.East, 165 feet along the South Line of said SE};.thence North
36°55.27" East, 821.47 feet; thence South 88°32'38" East, 343.31
feet; thence South 16°08'29" East. 147.56 feet to the Point of
' Beginning; thence North 16°08'29" West, 147.56 feet; thence
North 88°32'38" West,. 75 feet; thence South 16°08'29" East to - _
- the cul de sac above described; thence Northeasterly along the
curve of the cuI de sac to the Point of Beginning.
'~
AlI that part of Lot 4 of the Certified Survey Map filed and
recorded in the Office of the Register of Deeds for St. Croix
County, Wisconsin on~May 8,..1984 in Volume "5", Page 1417, Docu- .
ment No.,3931I1, which lies North of the centerline of the 66
foot roadway easement,as si~own on said Map. _
Together with an easement to use the 66 foot roadway easement
II shown on said Certified Survey Map as an acclss read and for _
utility lines located so as not to interfere with its use as
a road.
Sec. 12-T29N-R19W. _
`, _
,.
`~,
765'942
VOL 18 PAGE 4772
KATALE~A H. Y7~L~SA'-~
REGISTER OF DEEDS
CT l~lIATV f•A YT
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SW1/4 OF THE NE1/4 AND IN PART OF THE SE1/4 OF THE NW1/4
OF SECTION 12, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN.
SURVEYOR: PREPARED FOR:
DOUGLAS J. ZAHLER DANIEL 8, KIMBERLY BEER
S & N LAND SURVEYING, INC. 1119 C.T.H. "A"
2920 ENLOE STREET HUDSON, WI 54016
HUDSON. WI 54D16
BENCH MARK: TOP
OF 1"IRON PIPE,
ELEVATION 945.9
'r 1 '
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DRAINAGE
EASEMENT "C
LINE TABLE
# DIRECTION DIST.
C1 N89°46'24"E 30.00'
C2 S00°13'31"E 102.62'
C3 S24°59'25'E 56.1 T
C4 S09°35'48'W 64.25'
CS S52°04'28"W 53.81'
C6 N00°13'31"W 249.84'
--- - -------- ---- - ----- - --
S89°46'37"W 438.3' '--It ^~ read wllntn 3~W tlt~ rf
31 85' A5 118.53' #~ ~p p M~1 a FOUND ALUMINUM COUNTY
SECTION CORNER MONUMENT
FOUND 1. OUTSIDE
~ DIAMETER IRON PIPE
SET 1. OUTSIDE DIAMETER BY
1 18" LONG IRON PIPE, WEIGHINCS
1.13 LBS. PER LINEAR FOOT
ROADWAY SETBACK LINE
(50' FROM RIGHT-OF-WAY)
FOUND 2" OUTSIDE
I DIAMETER IRON PIPE
- EXISTING FENCE
- 12' WIDE UTILITY EASEMENT
PROPOSED DRIVEWAY
ti
~~~~ N ~
~ ~~
~o
DRAINAGE EASEMENT "A" LINE TABLE DRAINAGE
# DIRECTION DIST. # DIRECTION DIST. EASEINENT'B'
Al S75°40'S6"E 37.4T L13 N41°30'44"W 166.29' LINE TABLE
A2 S56°25'22"E 79.98' L14 S19°01'47"W 24.41' # DIRECTION DIST.
A3 N88°32'42'E 62.82' L15 S50°35'52"YV 30.68' 61 N89°48'24'E 30.00'
A4 N05°22'54"W 52.76' L16 S76°30'55'W 30.78' B2 N00°13'31"W 88.10'
AS N89°46'37"E 159.06' L17 N83°35'3T'W 35.20' B3 N88°02'25"E 44.62'
L6 S17°1T18"E 71.22' l18 N26°41'08"W 117.4T 64 N09°00'06"E 81.90'
L7 Sl9°01'47"W 44.83' L19 S88°32'42"W 68.32' 65 N34°56'38"W 82.32'
L8 S41°30'44"E 169.99' L20 S64°15'04"W 26.88' 51.11'
° ~ D
L9 S00°09'S7"E 257.50' L21 S41 °58'39"W 56.48' 268.66'
"
'
° ' °
"
' ' ~~, QROIX OOUNTY
L10 57
W
NOO
09
°
'
` 32.53 L22 S58
20
02
W 46.31
I~ I~ ~~ ~~ Ps*~ C°mnlNtee
L11 73
15
N32
W 18.84' L23 N00°13'31"W 152.89'
L12 N00°09'57`W 222.62' ~ U N 1 $ z~~4
UNPLATTED LA NDS ,
r Ivor °hva~ C OJ/
T 1
I .ID
w1/4 coR.
LO
N
E
PLAT OF
~ ----------
~ 11
~ F
SEC. 12
5324 23'
-------------- i
NOTE: ~;o
D ;z~
NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD i
~' ~ i W
I
INTERFERE WITH OR CHANGE THE OPERATION OF THE APPROVED i ~
COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION PLAN FOR ~~
THIS PLAT. THIS INCLUDES BUT 1S NOT LIMITED TO BUILDING UPON,
OBSTRUCTING, ALTERING, FILLING OR EXCAVATING, OR PLANTING IN
ANY POND EASEMENTS, WATER DRAINAGE DITCHES, WATER
RUNWAYS. WATER CULVERTS, BERMS OR GRASS SEEDINGS.
THIS INSTRUMENT DRAFTED BY: WILLIAM KANE
JOB NO. 6134-02 DATE: 01/06/O4 REVISED: 06/11/04
RECEIVED FQ8 ~tECORD
06/16/2009 08:00A11
CERTIFIED SURVEY MAP
REC FEE : 15.00
COPY FEE: 4.00
PAGES: 3
SCALE IN FEET 1" = 150'
150 0 150
SHEET 1 OF 3 SHEETS
~~~
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O T ~~~
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,;
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~~
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E1/4 CDR.
SEC. 12
~ MOONBEA_ M RIDGE
- -------LOT 13-------------
Vol 18 Page 4772
Parcel #: 020-1014-30-100
Alt. Parcel #: 12.29.19.61 C 020 -TOWN OF HUDSON
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
06/16/2004 00 0
Tax Address: Owner(s): O =Current Owner, C =Current Co-owner
O -SULLIVAN, DALE M & MARY L
DALE M & MARY L SULLIVAN
3125 44TH AVE S
MINNEAPOLIS MN 55406
Districts: SC =School SP =Special Property Address(es): • =Primary
Type Dist # Description "844 MOONBEAM W
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 2.485 Plat: 4772-CSM 18-4772 020-04
SEC 12 T29N R19W PT SW NE & PT SE NW CSM Block/Condo Bldg:
18-4772 LOT 1 (2.485 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
12-29N-19W SW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
08/17/2004 771922 2639/422 PR
08/17/2004 771921 2639/419 TI
08/12/2004 771508 2637/01 WD
06/16/2004 765942 18/4772 CSM
ore..
7(lA~ CI IMtUARV Bill #: Fair Market Value: Assessed with:
0
08/10/2005 08:58 AM
PAGE10F1
Valuations:
Description Class Acres
Land Improve
Last Changed: 03/10/2005
Total State Reason
Totals for 2005:
General Property 0.000
Woodland 0.000
Lottery Credit: Claim Count: o Certification Date: Batch #:
0 0
0
0
0
Specials:
User Special Code
Category
Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00