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Parcel #: 020-1121-40-000 05/18/2005 09:29 AM
PAGE 1 OF 1
Alt. Parcel#: 07.29.19.531 020-TOWN OF HUDSON
Current X;, ST.CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): *=Current Owner
*
DOUGLAS C&JEAN M WEILER WEILER, DOUGLAS C&JEAN M
347 KRATTLEY LA
HUDSON WI 54016
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description *347 KRATTLEY LA
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 2.110 Plat: 1925-EAGLE RIDGE
SEC 07 T29N R1 9W EAGLE RIDGE LOT 2 Block/Condo Bldg: LOT 2
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
07-29N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 848/56
L-`0 6uz�
2005 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/26/2001
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.110 40,700 184,500 225,200 NO
Totals for 2005:
General Property 2.110 40,700 184,500 225,200
Woodland 0.000 0 0
Totals for 2004:
General Property 2.110 40,700 184,500 225,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch M 128
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 538853 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)I.
Permit Holder's Name: City Village X Township Parcel Tax No:
Weiler, Douglas Hudson, Town of 020-1121-40-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
" 07.29.19.531
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark G o O/
(WAhr , O Op 6 d0 ~a•~a
Dosing t y Alt. BM
A Bldg. Sewer
i
Holding St/Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
y /
Septic SD i > - / 3 I Dt Bottom Q I~.86° t 0 33 vier ~o ~1) ~p /
Dosing r v y~ Header/Man. I
Aeration ~•I T--)
Dist. Pipe
Holding ' Bot. System
3 •P•
Final Grade G G f 1-10 t0 q -rb
PUMP/SIPHON INFORMATION CG►z 'I eD
Manufacturer Befrrartd St Cove
c_L-.~/Z GPM d; . r S
Model Number * l Sr 3 ~ ~~L ~Y ~3 f
TDH Lift Friction Loss System Head TDH Ft Y_ 32-
/
Forcemain Length / Dia. 2 N Dist. to Well ) q~ 32,'
SOIL ABSORPTIONS STEM 4W --f J
BED/TRENCH Width Length No. Of Trenches PI IMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 9Z I /
SETBACK SYSTEM TO Y~ PPIL LDG WELL LAKE/STREAM LEACHING Manufactm:
INFORMATION CHAMBER OR
Type Of System: t UNIT Model Number" +c
C01V - 1~1 aQ ~•0 ~2 > /00
DISTRIBUTION YSTEM
Header/Mani old Distribu on x Hole Size Ix Hole Spacing Vent to Air Intake
Pi P7 t
Length Dia Length Dia Spacing o f
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes R] No 0 Yes [A No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:_°J / / /I Inspection #2: ` 7-t
Location: 347 Krattley Lane Hudson, WI 54016 (SE 1/4 W /4 7 T N 9W) Eagl idge Lo
1.) Alt BM Description 61
2. Bldg sewer length= ` 2-
-
\ amount of cover /40 3
3 ruwt~ S L~ i ti3uYY~~ lu (~a tial r J C_ /
Plan revision Required? FQ Yes No /d ll~ t
Use other side for additional information.
5) Da /Insepctor's Signature/ , J e \
SBQ-6710 (R.3/97) Z6-~L il~i-~(4~/ q1 3,11'
~q,
Commerov.- Safety and Buildings Division County
r " . 201 W. Washington Ave., P.O. Box 7162 St. Croix
I s O~' Mi1~oni70 7 Sanitary Permit Number (to be filled in by Co.)
Depa rn of Commerce . r3l j j/~j3 CS g
- -_..~m State Transaction Number
Sa>rtaiy P pplication
In accordance with s. Co 83.21(2W,,is~ ~Htl1y submission of this form to the appropriate governmental Project Address (if different than mailing address)
unit is required prior to taini}tg.~i permit. Note: Application forms for state-owned POWTS are
submitted to the Depart a t' erce. Personal information you provide may be used for secondary Same C! 1< rat #7 /4 #11ey
purposes in accordance with a Privac Law, s. 15.04 1 m , Stats.
1. Application Informat' n - Please Print All Information
Property Owner's Name / Parcel
020-1121-40-000
Doug & Jean Weiler
Property Owner's Mailing Address Property Location
347 Krattle Lane Govt. Lot
City, State Zip Code Phone Number SE SW section 7
(circle one)
Hudson, WI. 54016 (715) 386-1239 T 29 N; R 19 E or W
II. Type of Building (check all that apply) Lot #
❑ 1 or 2 Family Dwelling - Number of Bedrooms 4 O Subdivision Name
Na Plat of Eagle Ridge
❑ Public/Commercial -Describe Use Block #
❑ City of
❑ State Owned - Describe Use CSM Number El Village of
t S w Na ❑ Town of Hudson
III. Type of Permit: (Check my one box on line A. Complete line B if applicable)
❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
A. ❑ New System aplacement System
B. ❑ Permit Renewal El Permit Revision El Change of Plumber El Permit Transfer to New List Previous Permit Number d Date Issued
s~ I ~ D/ S~2-o < Cl
Before Expiration Owner 0 l
V e of POWTS S stem/Com onent/Device: Check all that a n-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24
in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component e ❑ Pretreatment Device (explain)
V. Dispersal/Treatment Area Informat n: 60 Infiltrator ` -4 Plus" Standard c ambers 6 dca s, Pol L PL-525 effluent filter
Design Flow (gpd) / Design Soil Application a e gp Dispersal Area Required Dispe Area Proposed (s System Elevation
600gpd 0.50 gpd/sq. ft. 1,200 sq. ft. 1,230.60 sq. ft. 102.00', 103.00' & 104.00'
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units
New Tanks Existing Tanks y o a; a Y a c~
a U v~ on fw C7 P
Septic or Holding Tank 1,000 2,000 2 Wieser Conc./Weeks Conc.
Dosing Chamber 600 Na 600 1 Wieser Concrete
VII. Responsibility Statement- I, the un ersigned, assun/e responsibility for ' latio of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber' ignature MP/MPRS Number Business Phone Number
James K. Thompson c MFRS 30021 (715) 248-7767
Plumber's Address (Street, City, State, Zip Code
340 Paulson Lake Lane, Osceola, WI 54020
VIII. Coun epartment Use Only
Approved rsap Permit Fee Date Issued Issuing nt Signature
rven Reas nial $ 175. ab / Z O
IX. Coudi ' easons for Disapproval
1. 'Siptic tank, effluent filbr and
dispersal cell must all be services / maintained
as per management plan provided by plumber.
- All se0aek requirements must be maintained
as per code / ordulanoes.
Attach to complete plans for the system and submit to the County only on paper not less than 81/2 x 11 inches in size
SBD-6398 (R 02/09) Valid thru 02/11
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Dose-Conventional POWTS Index & Tilte Sheet
Project Name: Weiler 4 bedroom Replacement Conventional POWTS
Owners Name: Doug & Jean Weiler
Owner's adress: 347 Krattley Lane, Hudson, WI
Site address: Same
Project Location:
Subdivision: Lot 2, Plat of Eagle Ridge
Legal Description: SETA SWI/4, Sec. 7, T.29N., R. 19W., Town of Hudson, St. Croix Co., WI.
Parcel ID 020-112140-000
Page 1 Index and Title Sheet
Page 2 Site Plan
Page 3 Dispersal Cell Sizing Calcualtions
Page 4 System Cross Section
Page 5 Pump Chamber Calculations/Cross section & Pump Curve
Page 6 Septic Tank /Pump Chamber Detail
Page 7 Filter Specifications
Page 8 Distribution Box Detail
Page 9 System Management Plan
Page 10 Certification for Utilization of existing septic tank
Page 11 Septic Tank Maintenance Agreement
Page 12 Parcel Map
Page 13 Waranty Deed
Attachments: Soil Evaluation Report
Mater PI ber Restri ted Service: James K. Thom son, Dept. of Comm. Credential #30021
J s Date:
Signature:
Page 1 Of 13
Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01)
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~~_2of'13
WEILER DISPERSAL CUL SIZING CALCULATIONS
1. (4 bedrooms)(100 gallons estimated flow)(1.5 design factor) = 600.00 Gpd design flow
2. Infiltrative capacity of native soil = 0.5 gpd/sq. ft.
3. Absorption area required: 1,200.00 sq. ft.
4. Absorption area as proposed: 1,230.60 sq. ft. (60 chambers total)
Infiltrator "Quick 4 Plus" = 20.00 sq.ft. EISA per chamber, Infiltrator "Quick 4 Plus" end cap = 5.10 sq.ft, EISA
1,200.00 sq. ft. - (6 endcaps)(5.10) = 1,169.40 sq. ft./20.00sq.ft. EISA = 58.47 chambers required
Number of trenches: 3 @ 20 chambers per trench (60 chambers total)
Trench width: 2.83'
Trench length: 83.00'
Trench spacing: 9.00' on center
Total system area w/ 6' trench spacing: 21.00'x 83.00'
Pg. 3 of 13
Soil Absorption System Cross Section
t-- ft
-/d7So ft
4" Schedule 40 /U 3• u~~ Final Grade
PVC Vent Pipe ;
With Vent Cap
r
Leaching /6:2•-7
Chamber /U 3• /a Y-64) ft
' System Elevation
glso ft 60 ft (p GOft
Soil Absorption System Plan View
ft
-Z .53 ft
&60 ft Leaching Trench 1
Chambers
4" Dia.
Trench 2 Header
Vent Or Observation Pipe
r
I
L Trench 3
Leaching Chamber Specifications
Manufacturer And Model /11c r~ ~~Q-c~ ~~S C4-01 / X"s
EISA Rating ZO. Gl1 sq ft per chamber Soil Application Rate -V) gpd/sq ft
cy
9Pd Design Flow OCj
Soil Application Rate LO .66 EISA = CPC) Chambers
3 rows of _ chambers each.
Page of... /3
Weiler Pump Chamber Calculations
1. Force Main:
Diameter: 2"
Length: 80'
Flow rate: 35.00 gal./min.
Friction loss: 2.07'(80')(2.58ft./100ft.) = 2.064 ft.
2. Total dynamic head: 16.07'
Min. supply pressure: 0.00'
Vertical lift: 14.00'
Friction loss: 2.07'
3. Pump selection:
Manufacturer: Zoeller
Model number: BN 151
Pump will discharge approx. 35.0 gpm @ 16.07' TDH(Flow Velocity 3.57 ft./second)
4. Dose chamber:. Wieser WLP 1000/600 MR Combination ST/PC 36.00" @ 16.76 Fal /inch ( 603.3 6 gal actual)
Sizing:
A) One day holding capacity: 18.00" = 301.68 gal.
B) Alarm setting: 2.00" = 33.52 gal.
C) Dose volume: 6.00" = 100.56 gal. (600ga1.)(20) + (.164)(80') = 133.12 gal. Max. Dose
D) Reserve storage: 10.00" = 167.60 gal. Locking cover with warning
TOTAL 3.6.00" = 603.36 gal. label and locking device and
sealed watertight
Electrical as per NEC 300 and
Comm 16.28 WAC 4 in. min.
Disconnect
Tank component is properly vented F- Alternate outlet
location
Forcemain diameter
Wieser WLP1000/600 Manufacturer 1.5 in.
.Capacityl 603.36 Gallons - T
Volume 16.76 gal/inch A
Weep hole or anti-
Dimension Inches Gallons B siphon device
A 18.00 301.69
B 2.00 33.52 C P~ ump off elevation (ft)
C 6.00 100.55 T 91.33
D i 4 10.00 167.60 D
Total 36.00 603.36
Dose tank elevation (ft)
3" Bedding un er tank. 90.50
PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEADTLOW
MODEL 151/152/153
so PER MINUTE
12 EFFLUENT AND DEWATERING
4 I 45-
I
I 40
1 MODEL 151 152 153
to 35 152 Feel Meters Gal. Liters Gal. Liters Gal. <jws
U 30 5 1.5 5o 189 69 261 17 291
10 3.0 45 170 61 231 70 265
o B t51 15 4.6 38 144 53 201 61 231
0 20 6.1 29 110 44 187 52 197
20 25 7.8 16 61 34 129 42 159
(O 30 9.1 23 87 33 125
35 10.7 - - - 22 BS
4
10 40 12.2 - - 11 42
WWII Head: 30 R (9.1m) 38 R (11.Bm) 441L (13.4m)
2
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0145088
C ~ ~p eq, 90 1
5b 66
GPtlONB t o zZiS 9.A iY?- .5 ro
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LRERB 0 4000 R10' 190 2bO 280 3 360360
ROW PER MINUTE 0145)&, Model 151 P5 5 v 13
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rn DRAWN OY:SWT
° m MIESER coRCAETE
SEPTIC MANUAL W3716 US HWY10. MAIDEN ROCK, WI 54750 DATE: JANUARY 2008
REV, JAN. 2008
800-325-8456 FILE:WlP1000 600-MR
~.o o~ 13
• Filters
F .m
PL-525 EFFLUENT FILTER (~L,
Polylok, Inc is pleased to add its
new commercial filter to its existing
line of quality effluent filters. The
PL-525 is rated for over 10,000 GPD Alarm
(gallons per day) making it one of accessibility Accepts PVC
the largest commercial filters in its extension handle
class. It has 525 linear feet of 1/16"
filtration slots. Like the Polylok
PL-122, the new Polylok PL-525 has
an automatic shut off ball installed 525 linear feet
with every filter. When the filter is of 1/16"
removed for cleaning, the ball will filtration slots Rated for over
float up and temporarily shut off 10,000 GPD
the system so the effluent won't
leave the tank. No other filter on
the market can make that claim! Accepts 4" & 6"
SCHD. 40 Pipe \
PL-525 Maintenance:
The PL-525 Effluent Filter should
operate efficiently for several years
under normal conditions before requiring cleaning. It is recom-
mended that the filter be cleaned
every time the tank is pumped or
at least every three years. If the
installed filter contains an optional y,-
alarm, the owner will be notified N'k
by an alarm when the filter needs
servicing. Servicing should be Gas deflector
done by a certified septic tank Automatic shut-off
pumper or installer. ball when filter
is removed
1. Locate the outlet of the U.S. Patent No# 6,015,486
septic tank. 5,671,640
2. Remove tank cover and pump
tank if necessary. PL-525 Installation: 1. Locate the outlet of the
3. Do not use plumbing when septic tank.
filter is removed. Ideal for residential and com- 2. Remove the tank cover and
4. Pull PL-525 out of the housing. mercial waste flows up to pump tank if necessary.
5. Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue the filter housing to the
tank. Make sure all solids fall 4" or 6" outlet pipe. If the
back into septic tank. filter is not centered under the
access opening use a Polylok
6. Insert the filter cartridge back Extend & Lok or piece of pipe
into the housing making sure to center filter.
the filter is properly aligned and 4. Insert the PL-525 filter into
completely inserted. its housing.
7. Replace septic tank cover. 5. Replace the septic tank cover.
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m MIERERCURCRETE DRAWN BY:SWT
SEPTIC MANUAL
Z W3716 US HWY10. MAIDEN ROCK, WI 54750 DATE: JANUARY 2008
REV. JAN. 2008 800-325-8456 FILE: SHEET 16
P~ - 13
Conventional Septic System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
The conventional septic system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall be maintained
in accordance with component manual SBD-10705-P (N.01/01). All local and/or state rules pertaining to system
maintenance and maintenance reporting shall be complied with.
Septic Tank
Septic tank servicing mechanics comply with Comm. 83.54(1)(e). Septic tank to be located within 150' of service pad, with
bottom of tank to be 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be
assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in
the tank exceed 1 /3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR
113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are
not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be
needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank
that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be
serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water
tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of
service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater
than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank.
No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank
abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS
component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If
such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings
Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every two years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Soil Absorption Cell
Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should
be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for
vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface
within and above the system and will promote frost penetration during cold weather months. Cold weather installations
(October-March) dictate that the system be heavily mulched for frost protection.
Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not
exceed maximum design flow specified in the permit for the installation.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the
owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Effluent flow shall be alternated between dispersal cells on a two-year schedule by use of a diversion valve. Valve to
be switched diverting effluent from dispersal cell currently in use to resting cell on a two-year cycle coinciding with septic
tank inspection and maintenance.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil
absorption cell to bring the system into proper operating condition.
Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715)
248-7767 or the St Croix County Zoning Department at (715) 386-4680.
P5 . g ~G'/3
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address)2 S/7 ~,z~~/, s, located
at n6- '/4, 5cJ1/4, Section _7, Town~-_:N, Range 12 W,
Town of St. Croix County Wisconsin.
Upon inspection, I certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of Comm. 84.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service ;2-0/0
Did flow back occur from absorption system? Yes No i/
(if no, skip next line.)
Approximate volume or length of time: gallons minutes
Tank Capacity: dw
Construction: Prefab oncrete ✓Steel Other
Manufacturer (if known): 4x2 Cole,
A ank (if known): ea -~5
ti-mit n mber (if know 7 -
icensed Plumber Signature) (Print Name)
~2
(Title) (License Numb er)'/MP RS
5~. 30, -C)/o
(Date)
Form to be completed by licensed plumber (Dept of Commerce Chapter 5
and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin
Administrative Code)
Re\ . 9/2008
. to oye 13
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/
Mailing Address
Propenny Address
(Verification required from Planning & Zoning Department for new construction.)
City/State Parcel Identification Number ZO - - e>JU
LEGAL DESCRIPTION
Propeny Location SC t/a Sec. _ 7 T ~N R-2y _W, Town of } "'Ccxs d~
Subdivision
Lot # 2- .
Certified Survey Map # Volume , Page #
Warranty Deed # Volume Page #
Spec house no Lot lines identifiable yes
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 (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.
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 retumed to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe 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
SIGN URE 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.
(REV. 08/05)
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CERTIFIED _ SURVEY 1
IL - 1---------- I _MAP
VOLUME_ I PAGE 11178
1 ~ I 1
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S 1/4 CORNER
SECTION 7, U N PLA
T29N R19W
POINT 6F BEGINNING
P5. lz /3
WARRMAR Y DEED ~i,b gawcL Hea.nvr. vae ncco.tntHC e.rw
45057 Q
56
lREGISTE4'S OFFICE
7-7
-OrtAld A... X014, ..and Dorina .J.- Xerurig.,....... WI
husband and wx e, KB.CiC 1~ipt1
0'? M9
10-30 A, IRi11
eoneey> and warrants to ..I~ouGllas. C •We1.~6r, _ang3• .
,~~a 1r.._5c1a ~.r.,.... usbanc1- aaa... r ime.. .as......... en
1W 4r~
M73u?;3P-_ma x.7.Sa I_ p r.cps rty. .
6ctUwti z•9..
. _
the following described real estate in ...................Councy,
State of Wisconsin:
Tax Parcel No
-Lot 2, Eagle Ridge in the Town of Hudson,
St. Croi.x County, Wisconsin.
'rn ANSEM
FEE
This 1S homestead
: property.
(is) (is not)
Exception to :warranties:
Subject to easements, reservations and restrictions of record.
Dated this .............f~) day of ..August 19. 89
c;
.......(SEAL) (tiL•'AL)
, . DONAI D. A... YOUNG.
.(SEAL) ~C3(1CrLArr~(
• DONNA J. YOUNG
AUTHZNTICATION ACHNOW LEDGME:NT
Signature (a) STATE OF WISCONSIN
St. Croix
........County.
authenticated this _ day of..... 3...... Porsonnlly e::me heCnre Inc this
AUg u s ♦
$ 9
P.C?R~dd--A ..._Xla.umsg.. arld..Aonna.. J...........
Young------- TITLE, i<iE3i8Eft STA7.'?: BAR OF WISCnNsrN
(If not... - -
KV~CK aC Cr"c3'`
authorized by 5 7061.08, kris,. ststr,) , 7:ARY
PUT- LTC
to nx. l:iii>:c•rt ..,~1rrJ ~~~-I:n ,•~ora[ed tl:r.
fore~oit tGtrunte Mold ac non• cjld-tl:e lame
T41S INSTRUMENT WP.S DRAFYED ®'Y '
STEP.HEN__,7r._.QUIILbIP !
/ltl J
Kud.so-u,._._Wis.c:ans.in...................... Not:; riiblir St. Croix C'stInt-'. Wip.
(Signatures may be authenticated or ackno:w « rnvutt n*.., li no:. <Iat,• r:: t,it sti ..t
are not, IoA;.c•it. isc{n nccea~ary.) XI/
•~Famc C~ .'.pr.. .:.T.-:a3 a cn__-... ..t i.. . . . d 1, 'L .
WARRANTY DEED - _..-F nnn pct p:7v u...;; 1 L ' 13 OT 13
R~Ci~rv 2263
SOIL EVALUATION REPORT
Wisconsin Dep ment of Commerce Page 1 of 3
Division of Safet and Bui;IdTff `LVin acco ance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach com to site plan YYo (119 1 inches in size. Plan must County St. Croix
include, but t limited,0:• @ erence point (BM), direction and parcel I D.
percent slope arrow, and location and'Ntaro n~eslti) 020-1121-40-000
Please print all information. Revi ed By Dat
Personal information you provide may be used for secondary purposes (Privacy aw, s15.04 (T) Vnj)-. 4PIrl
L4:;L I I/ t
Property Owner Property Location / 'el I
Doug & Jean Weiler Govt. Lot SE 1/4 SW 1 S 7 T 29 NR 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
347 Krattley Lane 2 na Plat Of Eagle Ridge
City State Zip Code Phone Number J City J Village yf Town Nearest Road
Hudson WI 54016 715-386-1239 Hudson Krattley Lane
J New Construction Use: W1 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement J Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitable for conv. POWTS dispersal cell with 0.~55 gppd~d/__ss~ft. loading rate. Trenches to be installed
3.5' below existing grade. Pump needed to reach yslevation.
Boring # - I Boring
_vl Pit Ground Surface elev. 104.84 ft. Depth to limiting factor >86" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/2 none sil 2fgr mvfr as 2fm 0.6 0.8
2 14-38 10yr3/6 none ifs 2fsbk mvfr gw 1fm 0.5 1.0
3 38-66 10yr4/6 none s 1msbk ds cw 1fm 0.7 1.6
4 66-86 10yr5/6 none Ifs Osg dl - - 0.5 1.0
dD ' ~
Boring # J Boring
16 Pit Ground Surface elev. 107.32 ft. Depth to limiting factor >85" in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-8 10yr3/2 none sil 2fgr mvfr as 2fm,1 c 0.6 0.8
2 8-28 10yr4/6 none Ifs 2msbk mvfr cw 2fm,1c 0.5 1.0
3 28-62 10yr4/6 none s Osg dl cw 1fm 0.5 1.0
4 62-85 10yr4/6 none Ifs Osg dl - 1fm 0.5 1.0
Horizon #3 contains 1" - 3" irregular, wa , rscon 'nuous b of .5yr4/4 Ifs with f2f 7.5yr5/8 redox. concentrations within bands. Redox. are a
result of the grater matric otential of the finer textured soil and is not indicative of ground water.
Effluent #1 = BOD5> 30 < 220 mg/L a d TSS >30 150 mg/L Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign re: / CST Number
James K. Thompson J s--_ 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 9/19/2011 715-248-7767
Property Owner Doug & Jean Weiler Parcel ID # 020-1121-40-000 Page 2 of 3
3]Boring # J Boring
Pit Ground Surface elev. 103.01 ft. Depth to limiting factor >84" in.
F
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr3/2 none sil 2fgr mvfr cs 2fm,1c 0.6 0.8
2 5-16 7.5yr4/4 none fsl 2fsbk mvfr iw 2fm,1 c 0.4 0.8
3 16-28 10yr4/6 none ifs Osg ml iw 2fm 0.5 0.8
4 28-40 7.5yr4/4 none ifs Osg ml iw 2fm 0.5 1.0
5 40-84 10yr5/6 none s Osg dl - - 0.5 1.0
Horizon #5 contains 1/4" - 3/4" irregular, wavy, discontinuous bands of 10yr4/4 Ifs . Horizon loading rate refects reduced permiability of horizon
associated with banding.
F-1 Boring # J Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 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 or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) A.C.E. 5011 & Site Evaluations
♦ Ejc, Sve n9 grade
e11/e: / y0'
2-. 43
,1 ~f 3 1 V 35/t,7
US/Sc.~%y Sec.7 T29~1
v ~e < <y Q. /yu~; Ti. or /gilds a
acres
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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Satety,and BUi ing Division
INSPECTION REPORT Sanitary Permit No:
152
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
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 Parcel Tax No:
Weiler, Douglas Hudson, Town of 020-1121-40-000
CST BM Elev: Insp BM Elev: escription: Section/Town/Range/Map No:
7A- BM D f3 rn / 6a , ~ ►7~k. ac res- 07.29.19.531
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
s7 % ~olJ IV VJ X03. oo
Dosing Alt. BM
Aeration Bldg. Sewer
Holding SUHt Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom rc r 3 .
Dosing eader/M
Aeration Dist. Pi ~n/~ S S
~eo R
C/3, /--7
Holding Bet-frystem / p V p Q 9. p~ 3, Z
4
? Final Grade ! 00
PUMP/SIPHON INFORMATION 6fw V
Manufacturer Demand S over p
GPM ''jl ~v (it/ dj„
Model Number /i
TDH Lift Friction Loss Sys ead TDH Ft
Forcemain Length J/__jbia. Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION Ty CHAMBER OR
pe Of System: T
Model Number:
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 Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bedrrrench Edges Topsoil
Yes 0 No ~ Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: t U /-7/1Q Inspection #2:
Location: 347 Krattley Lane Hudson, WI 54016 (SE 1/4 SW 1/4 7 T29N R19W) Eagle Ridge Lot 2 ~a Parcel No: 07.29.19.531
1.) Alt BM Description =
•
2.) Bldg sewer length =
- amount of cover =
Plan revision Required? 19 Yes No
Use other side for additional information.
SBD-6710 (R.3/97) Date Insepctor's Sig ature Cert. No.
County Sanitary Permit Application ST. CROIX COUNTY WISCONSIN
In accord with Chapert 12 St. Croix County Sanitary Ordinance PLANNING & ZONING DEPARTMENT
Personal information you provide may be used for secondary purposes ST. CROIX COUNTY GOVERNMENT CENTER 1101 [Privacy Law. S. 15.04(1)(m)JP A►. I D Carmichael Road
Hudson, WI 54016-7710
(715)386-4680 Fax(715)386-4686
Attach complete plans for the system Awppr not lpqq than R--U2 x 11 inches in size.
County Sanitary Permit ❑ Check if revision to previous application
VNJ Location:
1. Application Information - Please Print all Information
Property Owner Name ll R 51---- 1 /4 5 C-) 1/4, Sec 7
Property ner's Mailing Address o Lot Num Block Number
1~~C~~Z/e?-nom s~ °R°+ oN+N° °~F+c~ ~Q
City, State Zip Code Phon t¢suRd~ Subdivision Name ar-66M=er
6
11 TTyp"f Building: (check one) amity Village gFro-wn of
R 1 or 2 Family Dwelling - No. of Bedrooms: 3
❑ Public/Commercial (describe use):so~
❑ State-owned N,/ee rest o d
11. Type of Permit: (Check only one box on line A. Check box on line 8 if applicable)
Parcel Tax Numb (s)
1.❑ Repair 2. Reconnection 3.❑Non-plumbing 4. ❑Rejuvenation
A) /old Sanitation
B) Permit Number a Date Issued
State Sanitary Permit was previously issued 303 ~ ll737( , 171,7~17,6 O~ W171,06
IV~ POWT System: (Check all that apply)
Non-pressurized In-ground ❑ Mound z 24 in. suitable soil ❑ Mounds 24 in. suitable soil ❑ Mound A+0
❑ Sand Filter ❑ Constructed Wetland ❑ Peat Filter ❑ Drip Line
❑ Pressurized In-ground ❑ Holding Tank ❑ Single Pass ❑ Other
❑ At-grade ❑ Aerobic Treatment Unit ❑ Recirculating
V. Dispersal/Treatment ea Information:
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application Rate 5. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed, 4i Zia (Gals./day/sq.ft.) (Min.Anch) Elevation
&-Pwo C). 70 f l~ct
I. Tank Information Capaicty in Gallons Total # of Manufacturer Prefab Site Con- Steel Fiber- Plastic
New Existing Gallons Tanks Concrete structed glass
Tanks Tanks
S c / ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑
VII. Responsibility Statement
I, the undersigned, assume responsibi ' ~themst reconnenction/rejuve n/installation of non-plumbing for the POWTS shown on the attached plans. A
license is not required for terralift rep it olation of no n plu in s itation system.
Plumbers Name ( rint) Plumber' Signat r no st '1iPRS No. Business Phone Number
sd►-1 3c -z/ 715 5~B 777
Plumber's A ress (Street, City, Sta eip Code)
35/0 a. ~s Ca r c SceoC~ c,Jl. S~a~ o
Vlll. County Use Only
Dis roved Sanitary~eit Fee Date Issued Issuin gent Si atu (N s)
proved Owner n dverse ZZ
ED r ation J
IX. Conditions of Approval/Reasons for Disapproval: r-
1.1 vc('~ ~~a+-~'o,~ wad +-f'o~v`. o~ Co vhwtef'c!L C l.~ro
to Lse- 9 J ^0...
-Trw~ON
Rev: 8/05 GLWe, 4-O Le, C kSe
i
Index & Tilte Sheet - Existing Dispersal Cell Reconnection
Project Name: Weiler Existing Dispersal Cell Reconnection
Owners Name: Douglas C. & Jean M. Weiler
Owner's adress: 347 Krattley Lane, Hudson, WI 54016
Site address: Same
Project Location:
Subdivision: Lot 2, Eagle Ridge
Legal Description: SEvaSWva, Sec. 7, T.29N., R. 19W., Town of Hudson, St. Croix Co., WI.
Parcel ID 020-1121-40-000
Page 1 Index and Title Sheet
Page 2 Site Plan
Page 3 Daily Flow Calculations & Existing Dispersal Cell Evaluation
Page 4 Weeks Treatment Tank Cross Section
Page 5 Filter Specifications
Page 6 Septic Tank Maintenance Agreement
Page 7 Existing Septic Tank Certification
Page 8 POWTS Management Plan
Page 9 Waranty Deed
i
Attachments: Soil Verification
Mater PI ber Restri ed Service: James om son, Dept. of Comm. Credential #30021
Signature:,-- N Date:
I
Page 1 Of 9
Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01)
#22 ZB
Docc,
~i ~z-~~-ley ` O ~-~-z, ~/a-~of' Ea /r •E;'d~~e,r
Lug e SnE%¢SrJ% Sec.rz9j1
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~ ~~iq Z.l/uc~es
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~o
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c,5fi%na~Cd e/err, aE ;nv~r~,c~'~iS~~
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3eraG~i IYf~K L~aCt~m of 6~,~'af rl cJ.
Cprn cr' ~ f lCou -sC . 3 3 c..rn ¢.d e l e~'` = /dD. G~ ~
5e~{yc (y-r~K a w~ le.~ = 9/90.
I
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I
Dispersal Cell Sizing Calculations
1. (3 bedrooms)(100 gallons estimated flow)(1.5 design factor) = 450.00 Gpd design flow
2. Infiltrative capacity of native soil = 0.5 gpd/sq. ft.
3. Absorption area required: 900.00 W. ft.
4. Absorption area available: 1,272.00 sq. ft.
Existing 18' x 36 dispersal cell: 648.00 M. ft.
Existing 12' x 52' dispersal cell: 624.00 sq. ft.
Existing Septic System Evaluation
An inspection of the existing conventional septic system dispersal cells that serve the residence at the above address
was completed September 28 @ 29th, 2010.
The system consists of a 1,000/gallon Weeks Concrete septic tank and two gravity fed dispersal cells. The system was
installed as per codes in force at the time of the installation. Records obtained form the St. Croix County Zoning Office
and field verifications, indicate that there are two dispersal cells comprising this system. The first cell consists of an
18' wide x 36' long x 18" deep gravel bed that was installed April l8, 1979 under permit #7303. The second dispersal
cell consists of a 12' wide x 52'long x 12" deep gravel bed that was installed November 17, 1988 under permit
#119376.
Excavations of both cells reveal no signs of effluent ponding within either of the system dispersal cells. Effluent
backup into the residence appears to be the result of the combined effects of sludge accumulation and root intrusion
into the dispersal pipes and header of the 12' x 52' bed. There were no indications or evidence of effluent discharge to
the surface or to the surrounding area.
Because the failure of a septic system is a progressive process, I cannot predict how long these dispersal cells will
continue to dispose of sewage effluent before failing. Portions of this inspection were based on a surface evaluation, so
there may be hidden defects within the system that were not discovered.
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A Division of Poiyfok inc.
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FILTER TYPE FILTRATION GPD LINEAR FT.
Pd a`:
Zabel 'A1801 4x1$ 800
Zabel A18O1 4 x22 1/16" 800 80
A100.8x18VC 1/1 b" 1,206 t,78x
A 100 8x26 VC 1 / 16" 1,800 117
A 100 8x32 V 1/16" 2,404
A 100 12x20 VC 1/16'' 3,000 173
A1OO12X28VC 4/16,,, 4,5Q€?.
- Zs
A1OO12X36 VC 1/16" 6,000 329
A300$X18 VC 1/32" 1;210
A3OO 8X26 VC 1/32'' 1,800 123
A300 8X32 VC 1/32" ?,400
A3OO 12X20 VC 1/32" 3,000 173
A300 12X28 VC 1/32" 4,500
A300 12X36 VC 1/32" 6,000 338
A600 8X:18 VC 1 f64" 1,200$° t .
" A6O0 8X26 VC 1/64" 1,800 123
A600 SX32 VC 1/647- 2;40.0 •
A6OO 12X20 VC 1/64" 3,000 173
A600 12X28 V 1 /64" 4,5Ofl . 2
A600 12X36 VC 1/64" 6,000 338
P40LyM0X--Inc.
Innovations in Precast Drainage & Wastewater Products
P9. s ~9
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/
Mailing Address 3 y7i-a/e y ~4n~
Property Address ~G-rrl~
(Verification required from Planning & Zoning Department for new construction.)
City/State Parcel Identification Number O ZO - //Z/- 51~ -
LEGAL DESCRIPTION
Property Location 1/a , S6-131/a , Sec. _7 T -24P N R_Z~W, Town of ~c✓SP~
Subdivision gc~.~ l2 e,-,J c/ e . , Lot # .
V C/
Certified Survey Map # lda_ , Volume , Page #
Warranty Deed # , Volume , Page #
Spec house no Lot lines identifiable yes
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 (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.
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 Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe 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
SIGN URE 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.
(REV. 08/05)
( °r"!
l _
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address) located
at. 56" '/4, 5cJ'/4, Section "7Town N, Range /2 W,
Town of c,_c15c*- , St. Croix County Wisconsin.
Upon inspection, I certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of Comm. 84.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service 5,e~~. ;2-0/0
Did flow back occur from absorption system? Yes No ✓
(if no, skip next line.)
Approximate volume or length of time: o, gallons minutes
Tank Capacity: dw a-R
Construction: Prefab oncrete V-,---Steel Other
Manufacturer (if known): &OZaXS (~4-n~r~ -
A ank (if known): 3 / er.,-6
ermit n mber (if know 7
icensed Plumber Signature) (Print Name)
(Title) (License Number)'/MPRS
5~. 30, 020/0
(Date)
Form to be completed by licensed plumber (Dept of Commerce Chapter 5
and s. 145,06, Wisconsin Statutes) or licensed disposef (NR 113 Wisconsin
Administrative Code)
Rev. 9/2008
P9.7 ~9
Conventional Septic System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
The conventional septic system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall be maintained
in accordance with component manual SBD-10705-P (N.01/01). All local and/or state rules pertaining to septic system
maintenance and maintenance reporting shall be complied with.
Septic Tank
Septic tank servicing mechanics comply with Comm. 83.54(1)(e). Septic tank to be located within 150' of service pad, with
bottom of tank to be 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be
assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in
the tank exceed 113 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR
113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are
not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be
needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank
that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be
serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water
tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of
service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater
than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank.
No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank
abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS
component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If
such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings
Division.
Soil Absorption Cell
Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should
be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for
vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface
within and above the system and will promote frost penetration during cold weather months. Cold weather installations
(October-March) dictate that the system be heavily mulched for frost protection.
Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not
exceed maximum design flow specified in the permit for the installation.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the
owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Effluent flow shall be alternated between dispersal cells on a two-year/1-year schedule by use of diversion valve.
Effluent to be diverted from 18' x 36' dispersal cell to 12' x 52' dispersal cell at 4 year anniversary of valve installation. 12'
x 52' cell to be utilized for a 1 year period. Afterwards, effluent dispersal shall be alternated between cells on a schedule to
allow use of 18' x 36' cell for two years and old cell for 1 year.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition. Excessive ponding within the dispersal cells will be eliminated by installing a new
dose-conventional soil absorption cell to bring the system into proper operating condition.
Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715)
248-7767 or the St Croix County Zoning Department at (715) 3864680.
2228
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 2
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8% 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.
020-1121-40-000
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Doug & Jean Weiler Govt. Lot SE 19 SW 1/4 S 7 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
347 Krattley Lane 2 Plat Of Eagle Ridge
City State Zip Code Phone Number J City J Village 0 Town Nearest Road
Hudson Wt 54016 715-386-1239 Hudson Krattley Lane
J New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
iJ/ Replacement J Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable Na
General comments
and recommendations: Soil Evaluation completed to verify suitability of soil to allow reconnection of previously abandoned
dispersal cell.
Boring # J Boring
V1 Pit Ground Surface elev. 97.65 ft. Depth to limiting factor >96'~ 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. -Eff#1 "Eff#2
1 0-14 10yr2/1 none I 2fgr mvfr aw 2fmc 0.6 0.8
2 14-19 1Oyr4/4 none sl 2fsbk mvfr aw 2f,1mc 0.6 1.0
3 19-23 10yr3/3 none ifs 1msbk ds cs 1f 0.5 1.0
4 23-43 10yr3/6 none Is Osg dl cw lvf 0.7 1.6
5 43-96 10yr4/6 none Ifs 1msbk ds - 1vf 0.5 1.0
Effluent #1 = BODS> 30 < 220 mg and TSS >30)< 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign ture: CST Number
James K. Thompson s.-- 3602
Address A.C.E. Soil & Site Evaluation Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 9/27/2010 715-248-7767
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REGISWq.,S OFFICE
Mn
Dc? its .-A X.aux~g-.amt .norina. xoui cy.,•........ Q Co.
husband anti wife, t Rii td
- - - AUG 07
1v:3~A. M
contcy and warrants to Douglas.- -C Wel~er• anet•
J~~.A .i++.t,--fele~.7.ez,..t~s;.sbancl.-.an~c"f..!wz€er. as ~~,~e
xY?vc,rhl?-_Tllsi%7,s31 R.oRrt-y..._
6ctl:i»i Tty..
the following described real estate in Sfi--...CX_QiX .................County,
State of Wisconsin:
Tax Parcel No:..............................
Lot 2, Eagle Ridge in the 'down of Hudson,
St. Croix County, Wisconsin,
-PQ ANSEM
This 1s homestead property.
(is) (is not)
Exception to warranties:
Subject to easements, reservations and restrictions of record.
Dated this .............5~yf).-........ day of August 19-
(SEAL) (SEAL)
.,.DONALD. A. YOUNG
_ ...__(SEAL) VC~C~i G?(~t~Yl (SEA I.)
• v
DONNA J. YOUP3
AUTHENTICATION ACKNOWLEDGMENT
Signatureis) STATE OF WISCONSIN
St. Croix ?
.County.
authenticated this --------day of Pcrscntally came herore me this dac of
if guSt 1i$9_ the ..t,•.,... named
- X.u~a..and-.~onra..,7..........-
_11 _--YOUng - - . -
TITLE- ITE.:ZIBEn STATE BAR OF R7rfiC_0N,rN y..- - ww.. itEVERS
not. -
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THIS INSTRUMENT WAS GRAFTED 01
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ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
rr; ST.CROIX COUNTY COURTHOUSE
gill-1 911 FOURTH STREET • HUDSON,WI 54016
- __ - (715)386-4680
July 25, 1989
Don Young
347 Krattley Lane
Hudson, WI 54016
Dear Sir:
An on site investigation of the septic system on the Don Young
property located at 347 Krattley Lane, Town of Hudson was
conducted.
At the time of the inspection, the sanitary system appeared to be
functioning properly. The inspection of this sewage disposal
inspection of said system, and
surface ins
system was based upon a P
Y
did not involve any excavating or chemical analysis.
Accordingly, there is the possibility of hidden defects in the
g Y► P
'n an
discoverable
b this inspection. This does not i y
system not y P
Y
in
way warrant or guarantee the continued proper functioning or
y
operation of
this system. It is recommended that the system
should be pumped once every three years. Therefore, the
prolonged life of this system is totally dependent upon proper
maintenance of the system.
Should you have any questions regarding this subject, please feel
free to contact this office.
Sincerely,
III
Thomas C. Nelson
Zoning Administrator
TCN:sa
I
f
COMMERCIAL TESTING LABORATORY, INC.
514 Main Street, P.O. Box 526
Colfax, Wisconsin 54730 �4j
715= 962 - 3121
800 - 962 - 8378 (WI)
800 - 962 - 5227
ST. CROIX ZONING REPORT N0.*# 31815/01 PAGE 1
ST, CROIX COUNTY REPORT DATE*# 7/27/89
COURTHOUSE DATE RECEIVED*# 7/26/89
HUDSON, WI 54016
ATTN*# THOMAS C. NELSON
If�.,�
OWNERS DrattLey
LOCATIONS , Hudson, WI
COLLECTORS Mary Jenkins - St. Croix County Courthouse
SOURCE OF SAMPLES Kitchen Faucet
COLIFORMS 0 /100 ml
INTERPRETATIONS Bacteriologically SAFE
NITRATE-NS f 1 ppm
Under 10 ppm is safe for human consumption.
COLIFORM +NITRATE
LAB TECHNICIANS Pam Gane
/ r
WI Approved Lab No. 19
s
NDEPENp
A° < Means "LESS THAN" Detectable Level Approved by*# ., �1�
may,
® PROFESSIONAL LABORATORY SERVICES SINCE 1952
i
7/5/89
17 - _-
ST. CROIX COUNTY ZONING OFFICE '
St. Croix County Courthouse ,
j 911 4th Street
r s
Hudson, WI 54016
Telephone - (715) 386-4680
The St. Croix County Zoning Office offers the service of septic
and water inspections to Lending Institutions, Realty Firms, and
private individuals.
Completion of this form is essential so that the property can be
located.
Please provide the following information, enclose appropriate
fee made payable to St. Croix County Zoning Office, and mail,
along with form to the above address. Testing will be done as
soon as possible after fee and form are received.
J
WATER TESTING----------------------------FEE: $ 25.00 x
(For nitrates and coliform bacteria)
WATER TESTING FEE: $175.00
(For VOC'S)
SEPTIC SYSTEM INSPECTION-----------------FEE: $25.00 x
(Determines if system is properly functioning at time of
inspection)
Property owner's name Don Young
Property owner's address 347 Krattley Lane - Hudson, WI 54016
Legal Description 1/4 of the 1/4 of Section , T N-R
Town of Hudson Lot Number 2 Subdivision Name Eagle Ridge
FIRE NUMBER f34J LOCK BOX NUMBER
Color of house-Cedar/brick Realty sign by house? yes If so, list firm:
Century 21 Bertelsen-Cudd
PLEASE INCLUDE, IF AT ALL POSSIBLE, A MAP,i.e,COPY OF PLAT BOOK,
WITH LOCATION SHOWN, AND A COPY OF THE LISTING SHEET.
Testing of residential water requires a sample that is fresh. If
the home is vacant, and has been so for some time, the water line
must be purged by running the water for several hours before the
test can be conducted. -
WINTER TESTING: Many times water lines are turned off, or sill
cocks are turned off, making access to the home necessary. If
this is the case, please make proper arrangements with this
office to ensure time when entry may be gained.
Firm or individual requesting services: Jenny Olson
Telephone Number 386-8207
REPORT TO BE SENT TO: Jenny Olson
In Century 21 Bertelsen-Cudd - 706 19th St S
Closing date 7/25/89 Hudson WI 54016
Signature
l
• AS BUILT SANITARY SYSTEM REPORT
COST, , TOWNSHIP SEC. T N, R W -
C:i. ADDRESS_ & y✓ga 1, , ST. CROIX GOUNTY, WISCONSIN. ?DIVISION LAI-Vt 1[D61 , LOT ;0„2 LOT SIZE
PLAN VIEW
-Distances dimensions to meet requirements of H62.20 -
SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM
i S
y! I j indicate oath A ro
~ISCALL: p
fTIC TANK(S) Q0 MFGR. U iL ~ 5 CONCRETE STEEL
NO. of rings on cover Depth ~O DRY WELL
v'GHES NO. of width length area
no. of lines. width= length_ _ area _fe 97 .
depth to top of pipe
REGATE -
'~K RATE AREA REQUIRED (v im AREA AS BUILT
;claimer: The inspection of this system by St. Croix County does not imply complete
.,;rOliance with State Administrative Codes. There are other areas that it is not possible
inspect at this point of construction. St. Croix County assumes no liability for
atetn operation. However, if failure is noted the County will make every effort to
'~rmdne cause of failure.
`f~aASES AND OILS SHOULD NOT BE DISPOSED THROUGH THIS SYSTEM.
`'INSPEC '
FATED q-Zf- _ PLUMBER ON JOB
LICENSE NUMBER 33
2
REPORT OF INSPECTION INDIVIDUAL SEWAGE SYSTEM
San.ixa&y Penm.it--
State Septic C
[''NAME 4.Z~Vy~4~f/ ~1 Towneh.ip St. Cno.ix County
Locat.ionSCJ% o4 S E-%, Section 7 T,.lyN, R W
SEPTIC TANK
Size/006_gattone. Numbers 94 Compantmente
Di4tance Fnom: Wet ~Q 1 it. 120 on gnea.teh ztope- it
Bu.i.2d.ing ZZ it. Wettande ~ .
H.ighwaten it.
DISPOSAL SYSTEM
D.ie.tance From: Wet OC7 S~. 12% on greaten e.2ope it.
Bu.itd.ing it. Wet.2ande Ft.
Highwaxen it.
FIELD DIMENSIONS:
Width of trench 1 g it. Depth a6 %ock be.2ow t.ite-ZI-in.
Length o4 each tine it. Depth o6 rack oven t.i.2e Z .in.
Numbers, a6 tines 3 Depth ob t.ite below gnade4_llZl.in.
Totat Zength of Zinee~L7 it. SZope of tAench in pen 100 it.
G Die once between 2iviee G bt. Depth to bedrock ~ .
Toxat abe o,%b.t.ion anea (~i $ 6t2 Depth to gnoundwaten 6t.
Requined anea it2
i PIT DIMENSIONS:
Numbers aj pike Gnave2 around pike Yee no
Outside diameten Depth b e.2ow .in.2et it.
2
TataZ abeanbt.ion an a it z
Area n ui ed it2 rn
{
INSPECTED BY TITL
APPROVED ,SATE ! 197
REJECTED DATE 197,
s
i
State and County State Permit
i 'Pt'867 ' I' Permit Application County Per . #
for Private Domestic Sewage Systems County
*DENOTES STATE APPROVAL REQUIRED
Date Approval Received from State if Required State Plan I.D. #
A. OWNER OF PROPERTY Ijailing Address:
C ~ Pue,
B. LOCATION: '/4 '/4, Section T N, R _/,9p (or) Lot# aL City _
Subdivision Name, nearest road, lake or landmark Blk# Village
Township c;
ae -d' 6 ca- C. TYPE OF OCCUPANCY: Commercial *Industrial *Other (specify) *Variance
Single family K Duplex No. of Bedrooms No. of Persons
D. TYPE OF APPLIANCES: Dishwasher _X_ YES NO Food Waste Grinder YES-XNO # of Bathrooms
Automatic Washer , YES NO Other (specify)
E. SEPTIC TANK CAPACITY /De0 Total gallons No. of tanks /
*Holding tank capacity Total gallons No. of tanks
New Installation 1K Addition Replacement _ Prefab Concrete X
*Poured in Place Steel Other (specify)
F. EFFLUENT DISPOSAL SYSTEM: Percolation Rate 1) 2) Z 3) ''Total Absorb Area q. ,ft.
New X Addition Replacement *Fill System 6/rAi' aQU,`+.0,Q
Seepage Trench: No. Lin. Feet Width Depth Tile Depth No. of Trenches
Seepage Bed: Length 4o' Width 1J91 Depth ~ir'' Tile Depth 2(" No. of Lines 3
Seepage Pit: Inside diam ter Liquid Depth Tile Size Yr'
Percent slope of land ' sc~dce_ 1-4 uj Distance from critical slope Q~
I, the undersigned, do hereby certify that the information I have reported is in accord with Section H62.20,
Wisconsin Administrative Code, and that I have sized the effluent disposal system from the EH-115 prepared
by the Ce ified Soil Tes
NAME . f C.S.T. # =/Q and other information
obtained from jEXo,4V. -01-,- 3~?3
Plumber's Signatur MP/MPRSW#Phone
Plumber's Address
{ PLAN VIEW: Provide sketch below of system (include direction of slope and all distances in accord with
H62.20, including well).
~y f1111~
F/Q 41,410x.,
solk
et Ito
aA-k ik
Do Not Write in Space Below OR DEPARTMENT USE ONLY 1?~
Date of Application ' 1 Fees Paid: State /1 Co nty~ Date
Permit Issued/Rejected (date) ` [1 _ Issuing Agent Name e
Inspection Yes~No Valid* Date Recd
1. county (white copy) 3. owner (green copy) DIVISION OF HEALTH, P.O. BOX 309, MADISON, WI 53701
2. state (pink copy) 4. plumber (canary copy)
Revised Date 6/1/76
EH,115
WISCONSIN DEPARTMENT OF HEALTH AND SOCIAL SERVICES
DIVISION OF HEALTH, BUREAU OF ENVIRONMENTAL HEALTH
P.O. BOX 309
MADISON, WISCONSIN 53701
REPORT ON SOIL BORINGS AND PERCOLATION TEST
LOCATION:, _W%'.S;,&/4, Section T N, R ee ownship or Municipality
v2 ~a
Lot No. Block No. bl -County
u division Name
Owner's Name: w.u
Mailing Address: ei- g_ Ail-
TYPE ~ /
OF OCCUPANCY: Residence No. of Bedrooms -3 Other
EFFLUENT DISPOSAL SYSTEM: NEW I ADDITION REPLACEMENT pDATES OBSERVATIONS MADE: SOIL BORINGS `2-15'7F PERCOLATION TESTS 7'1s -2Q
SOIL MAP SHEET SOIL TYPE 6110-2- CA.«,4-',4 ALt-i
PERCOLATION TESTS
TEST DEPTH CHARACTER OF SOIL . HOURS WATER IN TEST TIME DROP IN WATER LEVEL, INCHES RATE
NUM- INCHES THICKNESS IN INCHES SINCE HOLE HOLE AFTER INTERVAL MIN/IN
BER 1ST WETTED SWELLING IN MINUTES PERIOD 1 PERIOD 2 PERIOD 3
~ /
P / Ale, 3 se- 3
'/z, /i/o 3 Y, 3& 312-
5,e e
,Z
P , b /TO ~ 0
SOIL BORING TESTS
TEST TOTAL DEPTH DEPTH TO GROUNDWATER, INCHES CHARACTER OF SOIL WITH THICKNESS, INCHES
NUMBER INCHES OBSERVED ESTIMATED HIGHEST (DEPTH TO BEDROCK IF OBSERVED)
B_ 194
4„ 3 f 7 )y S 12 " s 2
B_ 9~ i,7,1i ~ld~`~,,, fS ~5-,,C ~6`• S, l~ `~S.C
B- ~ Try KK.iK~ > 6tf ~ ` ts' rr 51 76-SS / 2t! 5.1.
PLAN VIEW (Locate percolation tests,soil bore holes and suitable soil areas.)
Indicate on the plan the location and square eet of suitab a areas. In 'sate u er of square feet of absorption area
61J _I
'a Indicate scale
needed for building type and occupancy.
or distances. Give horizontal and vertical reference po' d I e pe.
ev
o o-~
40 V
N
71
L a • s
r` o k cu,
i
3 ~
I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures
and methods specified in the Wisconsin Administrative Code, and that the data recorded and location of test holes are correct
to the best of my knowledge and belief.,
Name (print) Certification No.
Address
Name of installer if known
COPY A -LOCAL AUTHORITY CST Signa
A Parcel 020-1121-40-000 04/22/2005 02:37 PM
PAGE 1 OF 1
Alt. Parcel 07.29.19.531 020 - TOWN OF HUDSON
Current X' ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): = Current Owner
* WEILER, DOUGLAS C & JEAN M
DOUGLAS C & JEAN M WEILER
347 KRATTLEY LA
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 347 KRATTLEY LA
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 2.110 Plat: 1925-EAGLE RIDGE
SEC 07 T29N R19W EAGLE RIDGE LOT 2 Block/Condo Bldg: LOT 2
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
07-29N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 848/56
2004 SUMMARY Bill M Fair Market Value: Assessed with:
48619 291,100
Valuations: Last Changed: 10/26/2001
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.110 40,700 184,500 225,200 NO
Totals for 2004:
General Property 2.110 40,700 184,500 225,200
Woodland 0.000 0 0
Totals for 2003:
General Property 2.110 40,700 184,500 225,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 128
Specials:
User Special Code Category Amount
018-RECYCLING SPECIAL ASSESSMENT 27.00
Special Assessments Special Charges Delinquent Charges
Total 27.00 0.00 0.00