HomeMy WebLinkAbout002-1027-95-025,5l`. C~olx County PlllhlZllZ,~ ay2d Zoning Tuesduv, oe~~mver v, ,0~,«,11:4,.48a~r
Detail Sanitary Information Pege 1 of 1
Computer #: 002-1027-95-025 Sub/Plat: NA Section: 13
Parcel #: 13.29.16.199A Lot: 1 TN/RNG: T29N R16W
Municipality: Baldwin, Town of CSM: Vol. 19 Pg. 4978 1l4 114: SE 1/4 SE 1/4
Owner: Mueller, Robert 914 Cty R d D Woodville, WI 54028
State Permit: 514810 Issued: 12/03/2007 POWTS Dispersal: Mound less than 24" suitable s Permit: New
County Permit: 0 Installed: POWTS Detail: NA Bedrooms: 4 WI Fund:
POWTS Pretreatment: NA
N~ste~
Issuer/lnsr>ector
Ryan Yarrington
Not determined
As Built Plumber Other Reguiremerrts
NA Thompson, Jim
~;f: No
Additional Notes
Monev Owed
$0.00
Wiscoi*siri Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name:
Mueller, Robert City Village X Township
Baldwin, Town of
CST BM Elev: Insp. BM Elev: BM Description:
TANK IN FORMATION
TYPE MANUFACTURER CAPACITY
Septic
Dosing
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD
Septic
Dosing
Aeration
Holding
PUMP/SIPHON INFORMATION
Manufacturer Demand
GPM
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
ELEVATION DATA
County:
St. Croix
Sanitary Permit No:
514810 0
State Plan ID No:
Parcel Tax No:
002-1027-95-025
Section/Town/Range/Map No:
13.29.16.199A
STATION BS HI FS ELEV.
Benchmark
Alt. BM
Bldg. Sewer
St/Ht Inlet
St/Ht Outlet
Dtlnlet
Dt Bottom
Header/Man.
Dist. Pipe
Bot. System
Final Grade
St Cover
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 CHAMBER OR
Type Of System: UNIT 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 Svstems Only xx Mound Or At-Grade Svstems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil ~i Yes I] No U Yes '~ i No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / /_
Location: 914 Cty Rd D Woodville, WI 54028 (SE 1/4 SE 1/4 13 T29N R16W) NA Lot 1 Parcel No: 13.29.16.199A
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
___ _ _ __
Plan revision Required? ^ Yes ^ No
Use other side for additional information. '
SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No
commerce.wi.gov Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 71,67 St. CrO1X
i sco n s i n Madison, WI 53707-7162 ~ Sanitary Permit Number (to be filled in by Co.)
aepartmertt of Ctxrtmerce '~~ /
Sanitary Permit Application
l State Transactiaon Number
in accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmenta Pro' Addres~ (if different than mailing address)
unit is required prior to obtaining a sanitary permit. Note: Application forms for state-o PO S [
submitted to the Department of Commerce. Personal information you provide may be u r s d ,,,
_
~ Q
l
~'~'
es in accordance with the Privac Law, s. 15.04 1 m , Slats. /~ C.. O ~
/
Y
/ !/
I. A lication Informati -Please Print Aii Informs
Property owner's Name ~ RECEIVED Parcel
Robert Mueller 002-1027-95-025
Property Owner's Mailing Address Property Location
•
2427 US H 12 T C R IX Govt. Lot
City, State Zip Cod ZO I(i31'lber SE '/+, SE '/+, Section 13
(circle one)
Woodville, WI 54028 715) 760-1859 T 29 N; R 16 w
II. T of Bnitding (check all that apply) Ole ad Lot #
1 or 2 Family Dwelling -Number of Bedrooms 4 ~ Subdivision Name
Subwei ~ Block # CSM
^ Public/Commercial -Describe Use 0 0. V~_
~~- Na ^ city of
^ State Owned -Describe Use CSM Number ^ Ville of
r ~ ~ CSM Vol. 19, GYrown of Baldwin
tp k /~ o~ ~, P .4978
III. Type of Permit: (Check only one boz on line A. Complete line B if applicable)
A' New System ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System (explain)
B. ^ Permit Renewal ^ Perrnit Revision ^ Change of Plumber ^ Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration Owner ~/
IV. T e of POWTS S stem/Com onentlDevice: Check all that a t Cs ~
^ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Crrade ^ Mound > 24 in. of suitable soil ound < 24 in. of suitable soil
^ Holding Tank ^ Other Dispersal Component (explain) ^ Pretreatment Device (explain)
V. Dis ersaUTreatment Area Information:
Design Flow (gpd)
600
d / Design Soil Application Rate(gpds
1
0 ASTM C-33 sand ~ Dispersal Area Required (sf)
600 s
ft Dispersal Area Propose~fst)
600 s
ft System Elevation
101
06' at "above
gp . q.
. / S~ q.
. / ~
Z .
'
0.4 in-situ soil + 7i 9.39
contow
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units ~ ~ ~o ~ N y
New Tanks Existing Tanks ~ c ~; ~ ~' ~ ~
~ / P / 7
/V / ~ l D ~ ~ VS !~ V ~
V~ t/f iI~ R.~ ~ CL~
Septic or Holding Tank 1,200 _ 1,200 1 Wie r Concrete X
~siog ~~' 800 _ 800 1 Combination ST/PC X
VII. Responsibility Statement- I, the unde signed, assum responsibility for ins o of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber' ignature MP/MPRS Number Business Phone Number
James K. Thom son ~--~_ 30021 715 248-7767
Plumber's Address (Street, City, State, Zip Code}
340 Paulson Lake Lane, Osceola, WI 54020-5413
VIII. Coun /De artment Use Onl
pproved ^ ved Perm
it
F
e
e Date Iss Issuing t Sign
^ /
_
/
~
j~
$
~ ~ ~y `? ~~
e en Re Denial low
IX. Condit+~~t~teasons for Disapproval
1. Septic tank, efnuent filter end
dispersal cefl must ail be services /maintainer)
. as per management plan provided by plumber.
2. All setback tequirements must be maintained
as s icable code / ordi
Attach to complete plans for the system and submit to the County only on paper not less than B 1/2 a 11 inceea in size
SBD-6398 (R. 01107) Valid thru 01/09
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commerce.wi.gov
^ ^
~scons~n
Department of Commerce
Safety and Buildings
PO BOX 7162
MADISON WI 53707-7162
TDD #: (608) 264-8777
www.commerce.wi.gov/sb/
www.wisconsin.gov
Jim Doyle, Governor
Jack L. Fischer, AI.A, Secretary
November 26, 2007
CUST ID No. 30021
JAMES K THOMPSON
A.C.E. SOIL AND SITE EVALUATIONS
340 PAULSON LAKE LN
OSCEOLA WI 54020
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 11/26/2009
SITE:
Bob Mueller
CTH D
Town of Baldwin, St Croix County
SE1/4, SE1/4, 513, T29N, R16W
ATTN: POWTS Inspector
ZONING OFFICE
ST CROIX COUNTY SPIA
1101 CARMICHAEL RD
HUDSON WI 54016
Identification Numbers
Transaction ID No. 1486690
Site ID No. 732648
Please refer to both identification numbers,
above,' in all corres ondence with the a enc . .
FOR:
Description: Mound, New Construction
Object Type: POWTS Component Manual Regulated Object ID No.: 1162437
Maintenance required; 600 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade; System(s):
Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version
2.0, SBD-10706-P (N.O1/O1)
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved plans and with the component manual(s) referenced above.
The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code
requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department
per s.145.06, stats.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review ~;\
shall relieve the designer of the responsibility for designing a safe building, structure, or component. ~
on this
this correspondence maybe made to me at the telephone number listed below, or at the
ve le ddr see shall provide a copy of this letter to the owner and any others who are responsiblrr for os~~~~\~ ~
1 tion, ratio or maintenance of the POWTS. ~: ~~+ RQ
~,e ely, Fee Required $ 175.00 '~ ~ GO
Fee Received $ 175.00 `~
~` Balance Due $ 0.00
~~ - ~~ / ,
POW S P1an~Revil~ver ,Integrated Services WiSMART code: 7633
(608) 1-7735, Fax: (608) 267-9566 , M-f 7:OOAM - 3:45PM
mark.fmger@wisconsin.gov
cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M
t
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application DECEIVED
INDEX AND TITLE PAGE
N O V 1 9 2007
Project Name: Robert Mueller 4-bedroom residential mound ~ ^ ~ETY & BUILDINGS
Owner's Name: Robert J. Mueller
Owner's Address: 2427 US Hwy. 12
Woodville, WI 54028
Legal Description: SE1/4SE1/4, Sec. 13, T.29N., R.16W
Township: Baldwin
County: St. Croix
Subdivision Name: CSM Vol. 19, Pg. 4978
Lot Number: ~ 1 Block Number: Na
Parcel I.D. Number: 002-1027-95-025
Plan Transaction No.:
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curare and specifications
Page 8 Site Plan
Page 9 Soil Evaluation Report
~~t
Designer: im Tho pson License Number: 30021
Date: 11/14/07 __ Phone Number: X715) 248-7767
Signature: , ~ s..__
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)
Version 3.0 (03/01 /01) Page 1 of 9
Mound and Pressure Distribution Component Design
Design Worksheet
Site Inform ation
(r or c) R Residential or Commercial Design
400.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e.g. 1.5 = 150%)
600.00 Design Flow (gpd)
11.00 Site Slope (%)
99.39 Contour Line Elevation (ft)
16.00 Depth to Limiting Factor (in)
0.40 In-situ Soil Application Rate (gpolft2)
Distribution Cell Information
100.00 Dispersal Cell Length Along Contour (ft) _
1.00 Dispersal Cell Design Loading Rate (gpd/ftz)
1 Influent Wastewater Quality (1 or 2)
Pressure Disribution Information
(c or e) a Center or End Manifold
3.00 Lateral Spacing (ft)
2 Number of Laterals
0.125 Orifice Diameter (in) (e.g. 0.25)
2.50 Estimated Orifice Spacing (ft) _
2.00 Forcemain Diameter (in)
110.00 Forcemain Length (ft)
81.00 Pump Tank Elevation (ft)
6.50 System Head (ft) x 1.3
19.70 Vertical Lift (ft)
2.54 Friction Loss (ft)
28.74 Total Dynamic Head (ft)
Lateral Diameter Selection
in. dia. o tions choice
0.75
1.00
1.25 _~_....._._
1.50 x I x
2.00 x
3.00 x
Note: Sand fill (D) calculations assume a
Table 83-44-3 in-situ soil treatment for fecal
coliform of <= 36 inches.
6.00 Cell Width (ft)
Are the laterals the highest oint
in the distribution Y
network? Enter Y or N
If N above, enter the elevation ft
of the highest point.
7.50 ft2/orifice
Does the Forcemain drain back? Y
Enter Y or N
17.94 Forcemain Drainback (gal)
90.53 5x Void Volume (gal)
108.48 Minimum Dose Volume (gal)
32.95 System Demand (gpm)
Manifold Diameter Selection
in. dia. o tions choice
1.25 x
1.50 x x
2.00
3.00
Gallons/Inch Calculator (optional)
Treatment Tank Information 800.64 Total Tank Capacity (gal)
1200.00 Se tic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in)
Wieser Concrete Manufacturer 22.24 gaUin (enter result in cell 649)
Dose Tank Information Effluent Filter Information
800.64 Dose Tank Capacity (gal) Pol Lok Filter Manufacturer
22.24 Dose Tank Volume (gal/in) PL-525 Filter Mode! Number
Wieser Concrete Manufacturer
Project: Robert Mueller 4-bedroom residential mound Page 2 of 9
Mound Plan View
1-
H 1.00 ft K 11.37 ft
z 16.20 ft L 122.73 ft
J 6.67 ft W 28.87 ft
2220.15 (ftz) Basal Area Available
10.00 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 102.85 (ft) --1-
rrf G ~ H
~ iiiiirrir 2 irrrrrrf.
.'
F ,.;:::
101.06 (ft) -- - Dispersal Cell 101.56 (ft) Lateral
Invert
Dispersal Cell 3 : • : '
::C~:.'.~.'.'. ~•D: t
...
Elevation E : ~•
.. ......
...• ...
.•
.•
.... ....
.~
.•
..
..
,.
..
.•
.. •
. . ... .. 1....tih /l"~• ~•d•}.•.1•..•._5. .~•1~ ~~~~ 4 d ~~~
• .. 7
Shading Key
Q _ Topsoil Cap
~ '~'~~ Subsoil Cap
' • ~ • ASTM C33 Sand
® Tilled Layer
~5 r~r~r~ Aggregate
... .................................
• : 1110 B • 'Observation Pipe ' ~ '
K.. ~~.:::~•'•::::::::::::::: ..... ..•.•.•
rti fti• ;•_.;~~,ti• ~.~ ti fti•• ~.~ti ti ti• ~.~ •. ti ti• ~.~ ti.ti•ti.•.•~.
r.r~ ti • :~. ti ti; 5 •. %. ti.•..::%.ti•ti:•..~a.ti.ti.~ ;:~ ~~,~
•:, :: ti:• •%r{rtit {ti %, ? r'r'r'r'r'r'r'r• :'r'r'r' • .•..
~~ r%r. .'r:,r•r• ~tirti.~.. .ti•S, ~'L ~S, ~%..5' ~ •'~r. ~.ti„~.:
.~ B: 'i.
~: ..
Mound Component Dimensions
-T
_~
_~
_l
A 6.00 ft E 27.92 in
B 100.00 ft F 9.50 in
D 20.00 in G 0.50 ft
600.00 (ftz) Dispersal Cell Area
6.00 (gpdJft) Linear Loading Rate
vu.~.r ... .. ....._ _. _.
9
11.0 % Site Slope
~. I Dispersal Cell
o a 1.5 ft •, f,.1tir,r, f%.ti,1r1f
w o 5
t0 of r r•.~•. % ~%: %: • r; r,.
0.5 ft f''~Typical Lateral r;•;:; f F
r• ~•; ~ %r%ra••r
.•~.••. . ti.•,.•,.•.. 5 .
~ p ~ ~ r. r %r.
C ~ •••: ••1.1•-••• - ~••••
*' A
.39 (ft) Contour Elevation
Geotextile Fabric Cover
See lateral details on
Page 4 for number,
size, and spacing of
laterals. Laterals are
equally spaced from
the distribution cell's
centerline in the
distribution cell (Ax6).
Project: Robert Mueller 4-bedroom residential mound Page 3 of 9
End Connection Lateral Layout Diagram
Laterals centered over the A & B dimension ~ .Turn-up vr~ ball valve or cleanoutpl u e ,l
~- P
All laterals are identical IE X-~I Holes drilled on the bottom of the lateral (-
equally spaced 3
Force main oonneo[ion via tee or cross to manifold at any point. Laterals >k force main of PVC Sch 40
(per COMM Table 84.30-tSj
Number of Laterals 2 Orifice Diameter
Lateral Diameter 1.50 in Orifice Spacing (X)
Lateral Length (P) 98.67 ft Orifices per Lateral
Lateral Spacing (S) 3.00 ft Orifice Density
' Lateral Flow Rate 16.48 gpm Manifold Length
System Flow Rate 32.95 gpm Manifold Diameter
Total Dynamic Head 28.74 ft Forcemain Velocity
Dose Tank Information
Electrical as per NEC 300 and --
Comm 16.28 WAC `_ ~ Disconnect
Tank component is properly vented
Wieser Concrete
Ca aci 800.64
Volume 22.24
Manufacturer
Gallons
gal/inch
Dimension Inches Gallons
A 18.19 404.61
B 2.00 44.48
C 5.56 123.59
D 10.25 227.96
Total _
~ 36.00 800.64
A
B
C
D
under tank.
r-----------__ _ _-_~
Alarm Manuafacturer iZoeller __
Alarm Model Number A-Pak #10-1494
Pump Manufacturer Zoeller
__-.._ ___._.._________~_~~~J
Pump Model Number 153_
Pump Must Deliver 32.95 gpm at 28.74 ft TDH
0.125 in
2.53 ft
40
7.50 ft~/orifice
3.00 ft
1.50 in
3.37 ft/sec
Locking cover with warning
label and locking device and
sealed watertight
4 in. min. ,
--~_
E--- Alternate outlet
location
Forcemain diameter
~ 2 in.
Weep hole or anti-
siphon device
P• ump off elevation (ft)
81.85
Dom se tank elevation (ft)
81.00
Project: Robert Mueller 4-bedroom residential mound Page 4 of 9
Mound System Maintenance and Operation Specifications
Service Provider's Name J. Thompson, DOC Credential #30021 Phone;715-248-7767
POWTS Regulator's Name r __ St. Croix_County.Zonin~_ Jy Phone[~715.386-4680
System Flow and Load Parameters
Design Flow -Peak 600 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow -Average 400 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 600 ftz Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL
Service Freauency
Septic and Pump Tank
Effluent Filter
Pump and Controls
Alarm
Pressure System
Mound
Otn~i
Ins ect and/or service once eve 3 ears
Should ins ect and clean at least once eve 3 ears
Test once eve 3 ears
Should test month)
Laterals should be flushed and ressure tested eve 1.5 ears
_ _ .Inspect for pondin~g and seepage once ever~r 3 ey ars _~
Miscellaneous Construction and Materials Standards
1, Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished • ............. ...............
Grade
6-8" Diameter Lawn 1 Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
Lateral
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project: Robert Mueller 4-bedroom residential mound Page 5 of 9
Mound System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its'
component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system
maintenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole 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 a tank or component.
Seotic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic
tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be
assessed at least once every 3 years by inspection.
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 continuously. Intermittent filter alarms may indicate surge flows or an impending
continuous alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of
when the next service needs to be perfiomted to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such
products are used they shall be approved for septic tank use by the Department of Commerce.
Puma Tank
The pump (dosing) tank shall be inspected at least once every 3 years. Alt 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.
Mound and Pressure Distribution Svstem
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall
be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for
vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the
mound be heavily mulched as protection from freezing.
Influent quality into the mound system may not exceed 220 mg/L BODg, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or
30 mg/L GODS, 30 mg/L TSS, 10 mg/L FOG, and 10° cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design
flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and lt is recommended that each lateral be
Flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test
when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution
within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any
levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Continaencv 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.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component{s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically Dogged absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: Robert Mueller 4-bedroom residential mound Page 6 of 9
T
N
PUMP PERFORMANCE CURVE
MODEL 151/152/153
50
14 45 t
12 ~
35 t52
~ ~ t o
U ~
£o B 25 151
a!
~ 6 20
t5
4
2
TOTAL DYNAMIC HEADIFLOW
PER MINUTE
EFFLUENT AND DEWATERING
MODEL 151 152 153
Feel AAeters Gal. Uters Gal. Uters Gal, U1en
5 1.5 50 189 89 261 7) 291
10 3.0 45 170 81 231 70 265
15 1.8 38 144 53 201 81 231
20 8.1 29 110 44 167 52 197
25 7.8 18 81 34 129 42 159
30 9.1 -- 23 87 33 125
35 10.7 22 85
40 12.2 /1 42
9huFOH Head: 30 R (9.tm) 38 fl (11.8m) 44 a (13.4m)
0145088
3.z.9s~r° ,•~ ~; ~ mom,-, s~,,o,~~"~ r~~r Model 151
CONSULT FACTORY FOR
Models 1521153
SPECIAL APPLICATIONS a7~2
77/8 451e 727rd2
• Tuned dosing panels available.
' Electrical aiterntators, for duplex systems, are available and
supplied with an alarm. s 7l8
• Variable level contrd switches are available for controlling
single phase systems. ,
• Double piggyback variable level fbat switches are available
for variable level long and short cycle contrds.
• Sealed Cwuik-Box available for outdoor installations. See
FM1420.
• Over 130•F. (54•C.) speaal quotation required.
15111521153 Series
1 5111 5 211 5 3 MODELS Control Selectlon
Yodel Vdts•Ph Yode Amps Simplex Duplsx
N151 115 1 Nan 6.0 1 2 8 3
BN151 115 1 Auto 8.0 Included 2 a 3
E151 230 1 Nan 3.2 1 2 8 3
BE151 230 1 Auto 3.2 Inducted 2 a 3
N152 115 1 Nan 8.5 1 2 8 3
BN152 115 1 Auto 8.5 Included 2 a 3
E152 230 1 Nan 1.3 1 2 8 3
BE152 230 1 Auto 4.3 Included 2 a 3
N153 115 1 Nm 10.5 1 283
aN153 115 1 Aulo 10.5 Included 2 a 3
E153 230 1 Nan 5.3 1 2 8 3
EtE153 30 1 Aub 5.3 Included 2 a 3
O CAUTION
Au installs[ion of controls, protection devices and wiring should be done by a qualified
ucensed electrician. All electrical and se/ety codes shoultl De lollowed including the most
recent National Electric Code (NEC) and the Occupational Safery and Health Act (OSHA).
SELECTION GUIDE
z
sx2t7e4
1. Single piggyback variable level float switch a double piggyback variable level float
switch. Refer fo FM0477.
2. See FM0712 for correct model of Electrical Atternata E-Pak.
3. Variable level control switch 10-0225 used as a control adivata, specify duplex (3)
a (4) float system.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump
MAIL TO: P.O. BOX 18347
~O® ~ ~~ LoukNlb, ICY 4 02 58-034 7 A4anufacturerso/..
SHIP T0: 3849 Cane Run Road
LoulsvlNe, I(Y 40211-1981
ht'~J/www.zoollereom PV/(~fP L D (502) 778.2731 ~ 1(800) 92BPUMP Qva«r Pu4.ps ~! NSF /.9,99
FAX (502) 7743824
® Copyright 2004 Zoeller Co. All rights reserved
~. ~~9
1849
Wisconsin Department of Commerce SOIL EVALUATION REPORT page t of
Division of Safety and Buildings
in acrnrrianr.P with t:nmm RS Wic Aram r:nria A.C.E. Soil 8 Site Evaluations
Attach complete site plan on paper not less than 8%z x 11 inches in size. Plan must
include
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), direct
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percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel LD.
002-1027-95-000 _
Please print all information.
Reviewed ey Date
Personal informatbn you provide may be used for secondary purposes (Pnvacy Law, s 15.04 (1) (m))
Property Owner Property Location
Stillman Andrews Estate Govt. Lot SE 1/4 SE 1 16 W
/4 S 13 T ?9 N R
Property Owner's Mailing Address Lot #
~ Block # Subd. Name ___
or CSM#
402 Johnson Street T North Site
City State Zip Code Phone Number
~ City
;Village /! Town __
Nearest Road
Woodville I WI ~ 54028 715-698-3266 Baldwin Co. Hwy. D
New Construction Use: y; Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial -Describe:
Parent material Glacial drift _ _ _ Flood plain elevation, if applicable ___ na _ ___
General comments
and recommendations: Install mound system at elev. 101.06' at 20" above 99.39' contour. Onsite soil verification completed by Pam
Quinn 10/05/04.
i
/; Prt Ground Surface elev. _ 100.27 ft. Depth to limiting factor 1 ~~ in. Soil Application Rare '
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' _ -
in. I Munsell Qu, Sz. Con(. Color I Gr Sz. Sh. 'Eff#1 'Eff#2
1
-T 0-8 !
-r- 10yr3/3~ none light sl
-+-- 2fsbk mvfr i
-; as
- 2f,1 m ,
- 0.6 1 0
~- ---
2 8-16 ! 10yr4/4 none ~ light sl 2fsbk mvfr Cs 2f,1 m ~I 0.6 1.0
3
16-27
10yr5/6
~,
none
; Is
Osg
ml I~
cw
1f _
I 0.7 1.6
4 27-40
10yr6/8
~
f2f 7.5yr5/8
~ Is
Osg
ml
-
1f ~
0
5 ~ 1.0
_ _
-
I
~ I - I
-{-----
~
-.
_-
~ --- ---II J - -~
~ -----
---- -
~ I Boring # __ Boring -
~~~ „a„ ~~ ~~ ~ ~y~~a~ , ~iawi un wuus uanus ui urn i vyrww rrs. ~oaamg rare or Honzon reaucea ro renecr permea~mry restncnon assocrarea wrm oanarng.
^ Boring # -; Boring ^
/' Pit Ground Surface elev. 97,62 ft. Depth to limiti ng factor _ 16° in. Soil Application Rate
Honzon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots i GPD/h'
in. Munsell Qu. Sz Cont. Color i Gr. Sz. Sh. t 'Eff#1 'Effil2
1
--- -- ' 0-9
---
~ 10yr3/3 I
- none
---- I I
I 2fsbk mvfr ! as 2fm ~ 0.6 0.8
2
9-16
10yr5/4 t
--- --
none
-
----
-, 1
sd ~
I -- 1 fsbk -- mvfr ~
I cs
2fm
T---
- -------_
0.4 , 0.6
3
16-22 i
7.5yr4/4 -
j f2f 7.5yr5/8 - -- ------
scl ! -------
1fsbk
ml r--
cw
2fm
! 0.2 0.3
4 22-35 I 7.5yr4/6 f2f 7.5yr5/8 gr Is ~ Osg dsh I cw 1f I 0.6 ~ 1.0
5
---- 35-46 j
~ 10yr6/8 ~ f2f 7.5yr5/8
! -- -
- ' is t
-----~ Osg
--___ dsh -
l I 1 f ' 0.6 ' 1.0
_----- --
are
' Effluent #1 = BOD 5> 30 < 220 mg/ and TSS >30 < 1 0 mg/L
CST Name (Please Print) Signal e:
James K. Thompson
Address A.C.E. Soil & Site Evaluations
340 Paulson Lake Lane, Osce , WI 54020
to
;effluent #2 = BOD<< 30 mg/L and TSS < 30 mg/L
CST Number
5~_ 3602
Date Evaluation Conducted Telephone Number
10/5/2004 715-248-7767
,• ~
'~
y ~
Property Owner Stillman Andrews Estate
Boring # __J Boring
/J Pit' Ground Surtace elev.
Parcel ID # 002-1027-95-000
97.15 ft. Depth to limiting factor 18" in.
Page 2 of_ 3__
Soil Application Rate I
Horizon
Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots __
i
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 ~ 0-11 10yr3/3 none sit 2fsbk mvfr as 2f,1m 0.6 ~ 1.0
---
2 ~ 11-18 10yr4/4 -
none I --
grsl 2fsbk -
mfr I cs 2f,1m 0.6 I 1.0
----
3 ', 18-25 7.5yr4/6 -
f2f 7.5yr5/8 ~ Ifs/sl ! 2msbk mfi I cw 1f 0.6 ~ 1.0
4 25-39 10yr5/6 f2f 7.5yr5l8 scl 1csbk mfi - 1f 0.2 ; 0.3
- C---- - ~ --~--- --
Boring # _.! Boring -
' /i Pit Ground Surtace elev. 97,48 ft. Depth to limiting factor 24" 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
1 I~ 0-10
I 10yr3/3 none sit 2fsbk mvfr as 2fm 0.6 ! 0.8
2
~ 10-13 10yr5/4 none sit lthinpl mvfr as 2fm 0.4 0.6
3 ' 13-24 ~ 10yr4/4 none sit lfsbk ml cw 1fm 0.4 0.6
4 i 24-30 ! 10yr4/6 f2f 7.5yr5/8 fs/Ifs 1 msbk dsh cw 1f 0.5 i 1.0
;
5 30-39
10yr4/6
f2f 7.5yr5/8
s
Osg
dl
gi
- -
0.7 ~ 1.6
6 139-45 i 10yr6/8 f2f 7.5yr5/8 ~~ Icos Osg dsh - - 0.6 'r 1.0
H# 6 is cemented in place, parting to Osg when disturbed. Loading rate reduced to reflect permiability resitriction associated with cementing.
^ Boring # _...~ Boring -
/j Pit Ground Surtace elev. 99.60 ft. Depth to limiting factor 25" in.
Soil Aoolication 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
1 0-9 10yr3/3 none sl 2fsbk mvfr as 2f,1 m 0.6 ~ 1.0
2 918
-
10yr4/4
none
sl
2fsbk
mvfr
cs
2f,1m !
0.6 i 1.0
3 " 18-25
10yr5/6
none
Is
Osg
ml
cw
1f -+----
0.7 j 1.6
4 ', 25-42
- ---~
~ 10yr6/8 f2f 7.5yr5/8 ~ Is
~
~ Osg ml I
! - 1f ! 0.5 ' 0.9
--
i
H#4 contains irregular, discontinuous bands of Om 1 Oyr4/4 Ifs. Loading rate of horizon reduced to reflect permeability restriction associated with banding.
' Effluent #1 = BOD ~ 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 608-266-315 ] or TTY 608-264-8777.
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-" ~ RECEt1/E
Wisconsin Department ofCommer SOIL ALUATION REPORT
Division of Safety and Buildings U ~ T~,~ ,
.~.,~90,r>r, r„ ~nr~ e.~.~, r„~o
1849
Page 1 of 3
A.C.E. Soil & Site Evaluations
$
' ~ ~-~ d
'
D County
Attach complete site plan on per no
~s~(rai$,/
'(xC1~ti~vc @s in ~
Plan
3t
11 St. Croix
include, but not limited to: ve cal and t~ rtrt (B // 111
diredtiorLand - / J
Parcel I
D
percent slope, scale or dimemsro and dis nce to nearest road. .
.
002-1027-95-000
Please print all information. Revi Date
Personal information you provide mey be used far secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~
Property Owner Property Location
Stillman Andrews Estate Govt. Lot SE 1/4 SE 1 /4 S 13 T 29 N R 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
402 Johnson Street North Site
City State Zip Code Phone Number ~ City ~ Village ~J Town Nearest Road
Woodville (WI 54028 715-698-3266 Baldwin Co. Hwy. D
/f New Construction lJse: /J Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD
~:f Replacement ~ Public or commercial -Describe:
Parent material Glacial drift Flood plain elevation, if applicable na
General comments
and recommendations: Install mound system at elev. 101.06' at 20" above 99.39' contour. Onsite soil verification completed by Pa `
Quinn 10/05/04.
Boring # ~ Boring
Pit Ground Surface elev. 100.27 ft
. 27" in.
Depth to limiting factor
Soil
Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
1 0-8 10yr3/3 none light sl 2fsbk mvfr as 2f,1 m 0.6 1.0
2 8-16 10yr4/4 none light sl 2fsbk mvfr cs 2f,1 m 0.6 1.0
3 16-27 10yr5/6 none Is Osg ml cw 1f 0.7 1.6
4 27-40 10yr6/8 f2f 7.5yr5/8 Is Osg ml - 1f 0.5 1.0
H#4 contains irregular, discontinuous bands of Om 10yr4/4 Ifs. Loading rate of horizon reduced to reflect permeability restriction associated with barxJing.
Boring # ~ Boring
Pit Ground Surface elev. 97.62 ft. 16" in. Soil lication Rate
Depth to limiting factor App
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-9 10yr3l3 none I 2fsbk mvfr as 2fm 0.6 0.8
2 9-16 10yr5/4 none sil 1fsbk mvfr cs 2fm 0.4 0.6
3 16-22 7.5yr4/4 f2f 7.5yr5/8 scl 1fsbk ml cw 2fm 0.2 0.3
4 22-35 7.5yr4/6 f2f 7.5yr5/8 gr Is Osg dsh cw 1f 0.6 1.0
5 35-46 10yr6/8 f2f 7.5yr5/8 Is Osg dsh - 1f 0.6 1.0
H's#4 & 5 are cemented in place, Partin whe disturbed. Loading rate reduced to reflect permiability resttriction associated with cementing.
` Effluent #1 = BOD ~ 30 <_ 220 mg/ and TSS >30 < mg/L uent #2 = BOD < 30 mg/L and TSS <.,90 mg/L
CST Name (Please Print) Signat e: CST Number
James K. Thompson ~- 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane. Osc . WI 54020 10/52004 715-248-7767
Property owner Stillman Andrews Estate
Parcel ID # 002-1027-95-000
Page 2 of 3
Boring # ~ Boring
1/ Pit Ground Surtace elev. 97.15 ft. Depth to limiting factor 18" in. Soil Application Rate
Horizon Depth
in. Dominant Color
Munsell Redox Description
Qu. Sz. Cont. Color Texture Structure
Gr. Sz. Sh. Consistence Boundary Roots
•Eff#1 'Eff#2
1 0-11 10yr3/3 none sil 2fsbk mvfr as 2f,1 m 0.6 1.0
2 11-18 10yr4/4 none grsl 2fsbk mfr cs 2f,1m 0.6 1.0
3 18-25 7.5yr4/6 f2f7.5yr5l8 Ifs/sl 2msbk mfi cw 1f 0.6 1.0
4 25-39 10yr5/6 f2f 7.5yr5/8 scl 1 csbk mfl - 1 f 0.2 0.3
Boring # ~ Boring
Lf/ Pit Ground Surface elev. 97•`18 ft. Depth to limiting factor 24" in. Soil Application Rate
Horizon De
th Dominant Color Redox Description Texture Structure Consistence Boundary Roots
p
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2
1 0-10 10yr3/3 none sil 2fsbk mvfr as 2fm 0.6 0.8
2 10-13 10yr514 none sil 1thinpl mvfr as 2fm 0.4 0.6
3 13-24 10yr4/4 none sil 1fsbk ml cw 1fm 0.4 0.6
4 24-30 10yr4/6 f2f 7.5yr5/8 fs/Ifs 1 msbk dsh arts 1f 0.5 1.0
5 30-39 10yr4/6 f2f 7.5yr5/8 s Osg dl gi - 0.7 1.6
6 39-45 10yr6/8 P2f 7.5yr5/8 Icos Osg dsh - - 0.6 1.0
H# 6 is cemented in place, parting to Osg when disturbed. Loading rate reduced to reflect permiability restriction associated with cementing.
Boring # ~ Boring
t~ Pit Ground Surface elev. 99.60 ft. Depth to limiting factor 25" in. Soil Application Rate
Horizon th
De Dominant Color Redox Description Texture Structure Consistence Boundary Roots P /
p
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-9 10yr3/3 none sl 2fsbk mvfr as 2f,1m 0.6 1.0
2 9-18 10yr4/4 none sl 2fsbk mvfr cs 2f,1m 0.6 1.0
3 18-25 10yr5/6 none Is Osg ml cw 1f 0.7 1.6
4 25-42 10yr6/8 f2f7.5yr5/8 Is Osg ml - 1f 0.5 0.9
H#4 contains irregular, discontinuous bands of Om 10yr4l4 Ifs. Loading rate of horizon reduced to reflect permeability restriction associated wth banding.
`Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/Land TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
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Assk.-ve.~/ele%= iu~.~n' ; ~ slope
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FORM NO. 985-A
~'."
l3~~~ler 7 9 4 7 0r 6
Stock No. 26273 VOL 19 PAGE 4978
KATHGEEII H. yiCCSF~---
REGISTER OF DEEDS
ST. CROIK CO
CERTIFIED SURVEY MAP NO. OS/11/2ee5 ez:2sPn
VOLUME 19 PAGE 4978 RECTFEEED s~R~Y MAP
COPY fiEE: 3.00
THE SOUTHEAST QUARTER OF THE SOUTHEAST QUA~~~R z
OF SECTION 13, TOWNSHIP 29 NORTH, RANGE 16 WEST,
TOWN OF BALWIN, ST.CROIX COUNTY,WISCONSIN
OWIJER/PREPARED FOR: East 1/4
Robert Mueller Section 13-29-16
610 Oak Street Fd Survey Mnrk Nni! N i
UNPLATTED LANDS o
Baldwin, WI 54002 0 ~ ~„
N N
p '' ~
existing fenceline ~ ' ~''.
m NE corner
> i 58728'23"E _ 1337..67' \ ~ {~ SE/SE
,. ~:i _ t29t3.ut' I
33.06'
PREPARED BY: ~ _~ existing Fenceline si~-zs• I centerline
JB Surveying LLC LOT ~ z -,q I66I
966 Rustic Road 3 .~ ~ ,
Glenwood City, WI CL crest
~_ 882,330 sq.ft. 858,726 sq. ft. \ EI = tt95.5
20.26 acres 19.71 acres _> ~~. I
Z soil tests incl. r-o-w not incl. r-o-w Ir.,
O
A 1 ~ ~ JI
oN°- Li3C' '~tn" Lot 1 = 1198' x Ala ~ N
o o~~lo
0
~ i 587'28'23"E 303.97' ® li Im p
HEMCHMARK kl
~ b rn -' Rebrr [L = 120:3:i' i I °~' I C
N ~ I m I -v
la ~ - So;i t~~,~ a ~, ~ I~
l~ existing/ r~i $85'06'00"E 7039.03' existin I I~
lv f enceline ~
~ 9 tlr7vewoy ~ I ~
i 7005.86'
Iz N ~ t
1 vdi~~, 33.17' I
LOT 2 i I m '~
p rn old send
u ~ renovo! ores '
~ a>
• i?uz slope 882,330 sq.ft. 828,717 sq. ft. ~ la I `"'
20.26 acres 19.02 acres ~^ ~ °'
~\ ~ ICP ral
incl. r-o-w not incl. r-o-w ° j-
i° °'i
0 and is LBU for Lot ~' = 1i98' ~ r" h
o P r7nn-made
SW corner ~ a I Iy
SE/SE 23.91' ° I I I s
I°
1334.10' o N87't3'48"W 605.66' °' td88'07'25"W 694.87' ~ L -
~ ~ --- ~ _ -- _- -Q- -+- ~ - -. ~ ~.. --
N8T19'35"W '' - - _ _ _ _ _ _
90th Ave. ~ _ _ _ -rn--" P.O.B.
SOUth 1/4 E>nterlu~e/ N87'19'35"w v
Section 13-29-16 1334,10' DENCHMARK tit ~~ i 1
Found A(uroinuro Cap Mon. EL ;2oLe' Southeast corner
UNPLATTED LANDS
Section 13-29-16
Found All.trlinur7 Cap
Note: A special exception use permit is required for the disturbance of slopes
20% or greater not identified on the approved plat or CSM. This permit is applied
for through the zoning office and is reviewed through a public hearing process
by the St. Croix County Board of Adjustment.
Note: Each parcel on this man is subject io State and County laws, rules and regulations
(i.e. wetlands, minimum lot size, access to parcel, etc.). Befure purchasing or developing
any parcel, contact the St. Crnc< County Zoning Office for a:Jvice. ~~.~~
tV
SCALE: 1'" = 250' an~.,woAr os
~~,
o~cMwooo crrr, cJ~
0' 250' 500' ~ '"'
North is referenced to ttte LEGEND ~~S
South line of the Southeast /~ `y
Quarter of Section 13-29-16, .........Government Corner (as noted) rl,~_
which bears N87°19'35"W o..........5et 3/4" Iron rebar weighing o."-~x Pa e 1 of 2
1St. Croix County Grid System) 1.502 lbs./lineal ft. 9
Vol 19 Page 4978
~F~O~RM~N~0~965•A
P.,. `~~irl ~ 1:111
Stock No. 26273
7'94726
VOL 19 PAGE 4978
1 ~i'
7
CERTIFIED SURVEY MAP N0. ~'><>l~~ •z=rsPM
VOLUME 19 PAGE _ 4978 R~ FEEED 13R~V~EY KAP
COPY FEB: 3.80
THE SOUTHEAST QUARTER OF THE SOUTHEAST QUA~~f'~R z
OF SECTION 13, TOWNSHIP 29 NORTH, RANGE 16 WEST,
TOWN OF 6ALWIN, ST.CROIX COUNTY WISCONSIN
OWNER/PREPARED FOR: ~ East 1/4
Robert Mueller Section 13-9-16
610 Oak Street Fd Survey Mark Nail ~ i
UNPLAT'TED LANDS
Baldwin
WI 54002 ~
, ~,,
t~ '
i N
? I OJ
;~,;,, , existing Fenceline ~ ~! w
' ~ ~ ~ ~ ~ ~~ S8T28'23"E '^ NE Corner
1332
67' \ `
..
, P ~ - ~ SE/SE
2 298.61'
"' ~ 33.06' I
PREPARED BY: ~ ~_,._.-- existing Fenceline
~ r-.~s' ~ I Centerline
JB Surveying LlC ]'
66
L D
~ p
966 Rustic Road 3 I
v, l~ ~ I
/
Glenwood City, WI ~ ~~ ~ ~~ A CL crest
~
`
E! = 1195.5
882,330 sq.ft. 858,726 sq. ft.
\
~
20.26 acres 19.71 acres ,,
`~
'~
$ ~ soil tests incl. r-o-w not incl. r-o-w ,:
';,
~, ~ . I~
N `
)
~
> ~
:> ' ? I~ ~
ll3C' f'or lot 1 = 1198'
;
; ~
.
w
f i ,S87.28'23"E 303.97' <c' " i, ~ ~ ~ ~I ~
~ I
I b m ;"
6ENCHMARK bl ~ ; '
~
{~ oN Rebar EL 1?03.5' ~; ~
~ I rn IC
N
x
t ~
~
I
'
'
I~
' soil tes
'
~
"
~
u
existing/
1p Fenceline ~,;
• S8S'06'00" I I I~
~
~
~ 1039.03' ii existing drnew
~
p i
1005.86'
I~ ~
~' I
i I
' I
v 33.17
I ~
~J~ LOT 2 ~~ w I~
+. o+ old send
N
~' `i rer~ovol oreo ~
' V G~ ,
i?oz slope 882,330 sq.ft, 828
717 sq. ft. ` ~N (`"'
,
20.26 acres 19.02 acres °
~=
incl. r-o-w not incl. r-o-w oo
.~
`
~
v
l
~~
p~roansnade I.BU for Lot?. = 1196' `~,
SW corner ~ ~e ~ I;'~
SE/SE n Q i~; ~) r,., ;c',,.r.,~ Ix
23.91' ° I =
1334.20'\
~' Id
~ N87'13'48"W 605.66' g =
•c -- - -- _, ,._,._ .~_ ~ N88'07_2S"W 694.87_ _ 1 L
90th Ave
°~
South 1/4
Section 13-29-16 /
~_._ __._ _ ____ ___. ___. _
centerline N8T19'35"W 1334
20'
~ ~ r ~
Found Alurlinurl Cap ,
9ENCHMARK H2
Mon. El. _ l201~" Southeast corner
UNPLAT'TED LANDS
Section 13-29-16
Found Alurlin:~M Cap
North is referenced to the
South line of the Southeast
Quarter of Section 13-29-16,
which bears N87°19'35"W
(St Croix County Grid System)
Note: A specs! except;on use permit rs required for the disturbance of slopes
20% or greater Writ identified on the approved plat or CSM. This permit is applied
'for through the zoning office and is reviewed through a public hearing process
by the St. Croix County Board of Adjustment.
Mote each parcei on this man is subject to State and County iaws, rules and regulations
li.e. wetlands, minimum lot size, access to parcel, etc.). Befure purchasing or developing
any parcel, contact the St. Croix County Zoning Office for advice. ~~
SCALE: 1" = 250' ''0a"•
~r
s.ieov
ornnMOOO cnr, CJ'
0' 250' 500' !9~ '" ~/
LEGEND
.........Government Corner (as notedl
o....:.....5et 3/4" Iron rebar weighing
1.502 lbs./lineal ft.
Vol 19 Page 4978
~~(vo" _
Q•~„ V
4~' Pa e 1 of 2
9
,os
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner~t-~+er
Mailing Address o~ ~ vL.J~ ftc,JS! ,L?_ ~GeS~y~/~Qf lt~/, S~dl_~f
Property Address
(Verification required from Planning & Zoning Department for new construction.)
City/State (.t~d~Q~tJ~~le ~~~ Parcel Identification Number ~~-' /~~-7- 9~'~ZS
LEGAL DESCRIPTION
Property Location .SE/a , Ste. t/a ,Sec. /.3 , T ~N RAW, Town of L~~i~
Subdivision 1~C,f_ Lot # _~.
Certified Survey Map #
Warranty Deed #
Spec house no
Volume ~ ~ ,Page # 5978"
Volume ,Page #
Lot lines identifiably
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 aze 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'
/~%~~~
SIGNATURE OF APPLICANT(S)
1L1~1~
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)
~1
State Bar of Wisconsin Form 1 - 2003
WARRANTY DEED
Document Number Document Name
TffiS DEED, made between Robert G. Mueller and Laura >£.
Mueller, husband and wife
("Grantor," whether one or more),
and Robert J. Mueller, a single person
("Grantee," whether one or more).
Grantor, for a valuable consideration, conveys to Grantee the following
described real estate, together with the rents, profits, fixtures and other
appurtenant interests, in St. Croix County, State of
Wisconsin ("Property") (if more space is needed, please attach addendum):
Lot One (1) of Certified Survey )lap filed May il,
2005 is Vol. 19, Page 4978, Doc. No. 794706;
Z.oC'ATEL1 in t3ie Southe:t!st Quatrter (SSA) of the
Southeast Quarter (SSA) of Ssetion Thirteen (13),
Township Twenty-nine (29) North, Range Sixteen (16)
Nest, TOWN OF BALDNiN, St. Croix County, Nisconsin.
Recording Area
8390 1 0
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIK CO.. WI
RECEIVED FOR RECORD
11 / 17 t2006 10 : 40A![
WARRANTY DEED
EXEMRT #
REC FEE: 11.00
TRANS FEE: 240.00
COPY FEE:
CC FEE:
PAGES: 1
::~rac an:.°.e:em Addsr~s `" r ,
Robert J. Mueller
2427 Sighway 12
Noodville, NI 54028 t
002-1027-95-025
Parcel Identification Number (Plt~
This is not homestead property.
(is) (is not}
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except:
easements, restrictions and roadways of record..
Dated N6 ~ C t'Yt ~_ t ~ ..2 C)(J ~'
(SEAL) (SEAL)
*Robert G. Mueller, /
(SEAL): ' ~ liu.~,r ~ ~~~f~r (SEAL-
*Laura E. Mueller
AUTHENTICATION ACKNOWLEDGMENT
````,~tt t t tit uI t~rr~~~i
Signature(s) ~~~ 6~ ~/F ~ii~
`~ ,~ ~~
~.
authenticated on
_= * - C
* ~ ~ , G ~
TITLE: MEMBER STATE BAR OF I~iSI1JV . , . ' 9~ .~
(If not, ~'~~ OF O~ ~~~~
authorized by Wis. Stet. § 706.06) ~~~nrrr,tt---~~
STATE OF WISCONSIN
ss.
S1. C i a Ix COUNTY )
Personally came before me on J s'' Sr ~ U
the above-named Robert G. Mueller and
Laura N. Mueller . huss~nc~ and wife .
Eo me known to be the person(s) who executed the
foregoing instrument and acknowledged the same.
THIS INSTRUIrtENT DRAFTED BY:
* l ~s _
Michael Ii. Forecki, Attorney Notary Public, State of Wisconsin _
Eau Claire, NI 54702 My Commission (is permanent) (expues: 7 " I ~5 G7 )
(Slgnatnres may be authenticated or acknowledged. Both are not neceuary.)
NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED.
WARRANTY DEED STATE BAR OF WISCONSIN FORM No.1-2003
•Type name below signatures.
Auomey Michael H Forccki 3452 Oakwood I[ills Pkwy Sm 1, Eau Claire W 7 54701-7928 Phonc: (715) 635-3029 Fax: (T I S) 835-a1 IZ Mueller, Roper
Michael ^, Forscki Produced wiN 2ipFamT• by RE FormsNet, LLC 78025 Fifteen Mile Road, Clinton Township, Michgan 48035 www.ziotorm.corn
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