HomeMy WebLinkAbout026-1288-03-000 Parcel #: 026 - 12$$-03-000 05/03/2007 04:41 PM
PAGE 1OF1
Alt. Parcel #: 26.30.18.1446 026 - TOWN OF RICHMOND
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
09/12/2005 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
O - TODD MAREK CONSTRUCTION
TODD MAREK CONSTRUCTION
PO BOX 228
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): ' = Primary
Type Dist # Description ' 1384 134TH AVE
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 2.060 Plat: 10 /077 -STONE RUN ESTATES LOTS 1 -11 026105
SEC 26 T30N R18W PT NE SE STONE RUN Block/Condo Bldg: LOT 003
ESTATES LOT 3 (2.060AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4)
26- 30N -18W NE SE
Notes: Parcel History:
Date Doc # Vol /Page Type
01/08/2007 842088 EZ -U
02/27/2006 819409 WD
09/12/2005 806196 10/077 PLAT
2007 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/22/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.060 29,100 0 29,100 NO
Totals for 2007:
General Property 2.060 29,100 0 29,100
Woodland 0.000 0 0
Totals for 2006:
General Property 2.060 29,100 0 29,100
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch #:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Wisconsin Department of Commerce Count
PRIVATE SEWAGE SYSTEM St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No
499195 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)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Marek, Todd I Richmond, Town of 026- 1288 -03 -000
CST SM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No'.
/ oo Q A G .30.18.1446
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER �� CAPACITY STATION BS HI FS ELEV.
Septic 3 Benchmark �• /a�`�
Dosing gd0 Alt. F ;1 yeti Go 5 Q 9
FF t'n ` Bldg. Sewer
1
Holding St1Ht Inlet 9 .b
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic i
is / '-'4 /(.4) / Dt Bottom
Dosing 15 / AA— IT — ' bo I 166 Header /Man. S ( Q �j ' 3
Aeration Dist. Pipe [ 5.1 e m
Holding Sot. System
Final Grade �
PUMP /SIPHON INFORMATION
Manufacturer o v �� � Demand St Cover GPM 05-4 �c
(r:\� t�. (,cam ` l
Model Number Pi5
TDH Lift Friction Loss System Head TDH Ft
7.3 6,y b s ,y, zz
Forcemain Length O I Dia. ii
2 Dist. to Well Af
SOIL ABSORPTION SYSTEM
BED /TRENCH Width / Length 7 No. OJ f Tr;js PIT DIMENSIONS No. Of Qts Inside &ia Liquid Depth
DIMENSIONS /0 IZO Q \
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Typep ystem* n /9 � /�� / UNIT Model Number:
�� t►`-K � rf /t/
DISTRIBUTION SYSTEM
Header /Manifold Distribution x Hole Size , r x Hole Spacing Veno Air I ke
Pipe(s) I (`] , 5 Z . 1 LS z3. 5 `'
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 Mulched
Bed/Trench Center l 1 Bed /Trench Edges \ Topsoil ill, C-4-- es xx No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: j / 2 3 / 0 U° Inspection i#2: / /
Location: 1384 134th Avenue Unknown (NE 1/4 SE 1/4 25 T30N R18W) Stone Run Estates Lot 3 fto Ffo � Parcel No: /? so 5.30.18.1446
ov-c�_
�'► �.�," C /- B OO
1.) Alt BM Description
2.) Bldg sewer length = Plp OK
I � G l 6Cr. � C.,� TO �
v� b
- amount of cover = i
7 y
Plan revision Required? Yes A -INo 16 Z la 3 � v
Use other side for additional information. te
Date sepcto Signature Cert. No.
SBD -6710 (R.3/97)
III
r
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 St Croix
vsconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.)
Department of Commerce (608) 266 -3151
Sanitary Permit Application State Plan I.D. Number l 3 Z fL579
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide — 71 9 6 , 6 7
may be used for secondary purposes Privacy Law, s 1 5.04(l)(VA Project Address (if different than mailing address)
I. Application Information - Please Print All Information 134 Avenue / Q
Property Owner's Name R Parcel 7 # ` (J Block #
Todd Marek ECEI1� ED 3
Property Owner's Mailing Address Properly Location
PO Box 228 O CT o 5 0
NE /., SE •/4, Sectio
City, State Zip ode Phone Number
ST. ��:� IX C:C`UN'i 30 � e(circleone)
New Richmond, WI 54 17 iv3
IL Type of Building (check all that apply) 5 e T N; R r • �! T
❑+ 1 or 2 Family Dwelling - Number of Bedrooms
11 Subdivision Name CSM Number
® Public /Commercial - Describe Use Stone Run Estates
❑ State Owned - Describe Use [ 3 City_[]Village Qfownship of Richmond
III. Type of Permit: (Check only one box on line A. Complete line B if applicable) zG - , 12,9
A ' 0 New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System
B. ❑Permit Renewal ❑Permit Revision ❑Change of ❑Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
IV. Type of POWTS System: Check all that apply D vv
❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil (3 Mound < 24 in. of suitable soil 0 At -Grade ❑ Single Pass Sand Filter ❑
Constructed Wetland ❑ Pressurized In- Ground 13 Holding Tank E3 Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter
Recirculating Synthetic Media Filter ❑ Leaching Chamber 13 Drip Line ® Gravel -less Pipe ❑ Other (explain)
V. DispersaVrrmeat ment Area Information:
Design Flow (gpd} Design Soil Application Rate(gpdsf) Dispersal Ar Required (sf) Dispersal Area Proposed (sf) System Elevation
600 r 0.5 1 1200 1200 ✓ 98.40'
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Units Concrete Constructed Glass
New Existing J
Tanks Tanks W Zu,atd[�
Septic or Holding Tank 1200 1200 1 Wieser x
Aerobic Treatment Unit
wing Chamber 800 1 800 1 Wieser x
VII. Responsibility Statement- I, the undersigned, assume respgfisibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plu 's Sign MP/MPRS Number Business Phone Number
Roger Nelson MP 226497 715 - 273 -4444
Plumber's Address (Street, City, State, Zip Code)
122 East Summit Avenue Ellsworth, WI 54011
VI U11. Coun /De artment Use Onl
Approved ❑ Di pprov Sanitary Permit Fee (includes Groundwater Date Issu Issu gent Signature S
El o
Surcharge Fee) - 5 O O en Reason o ,.J /b � D� r Denial
IX. Conditions of Approval/Reasons for Disapproval
SYSTEM OWNER: .3)
1. Septic tank, effluent filter and JYJ
dispersal cell must all be servit;es / maintained D 4 1^ °
as per management plan provided by plumber. r
2. All setback requirements must be maintained•
as per applicable code / ordinances.
Attach complete plans (to the County only) for the system on paper not less than 81/2 x I1 inches in size
SBD -6398 (R. 01/03)
Todd Marek
P.O. Box 228
New Richmond, WI 54017
NEY <,SEI, S25, T30N, R 18 W N
Stone Run Estates Lot # 3
Richmond Township q7'
St. Croix County
Scale 1 " =40'
Weiser 12001800 tank
BM #1= 100.00' top of Y " pip4 `\
BM #2 = 99.70' top of survey iron 8
30' of 2 "force main
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'Todd Marek
P.O. Box 228
New Richmond, WI 54017
NE I, SE 4, S25,T30N,R18W 1 .
Stone Run Estates Lot # 3
Richmond Township q7'
St. Croix County
Scale 1 " =40' 9R, 9F,N' 0 3r
Weiser 12001800 tank
BM #1= 100.00' top of %" pipe
BM #2 = 99.70' top of survey iron
30' of 2 "force main
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Page 8 of 8
Safety and Buildings
4003 N KINNEY COULEE RD
commerce.wi.gov LA CROSSE WI 54601 -1831
■ ■ TDD #: (608) 264 -8777
s�O s' n www.commerce.wi.gov /sb/
www.wisconsin.gov
Department of Commerce
Jim Doyle, Governor
Mary P. Burke, Secretary
September 25, 2006
CUST ID No. 226497 ATTN: POWTS Inspector
ROGER D NELSON ZONING OFFICE
NELSON PLUMBING ST CROIX COUNTY SPIA
122 E SUMMIT AVE 1101 CARMICHAEL RD
ELLSWORTH WI 54011 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/25/2008 Identification Numbers
Transaction ID No. 1324549
SITE: Site ID No. 718667
Todd Marek Please refer to both identification numbers,
134 Avenue above, in all correspondence with the agency,
Town of Richmond
St Croix County
NE1/4, SE1/4, S25, T30N, R18W
Lot: 3, Subdivision: Stone Run Estates
FOR:
Description: At -Grade / Four Bedroom / Sloping Site
Object Type: POWTS Component Manual Regulated Object ID No.: 1099184
Maintenance required; 600 GPD Flow rate; 40 in Soil minimum depth to limiting factor from original grade;
System: At -grade Component Manual, SBD- 10570 -P (R.6/99),
Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01101); Biofilter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. CAA ,x
'
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. ., y'V
The following conditions shall be met during construction or installation and prior to occupancy or use: � tiT CI
Reminders
S EE C C,I��E
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
component manuals listed above.
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and
dispersal are prohibited.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated
county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat
ROGER D NELSON Page 2 9/25/2006
• Comm 83.22(7) 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.
Owner Responsibilities:
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
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.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible
for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Charles L Bratz .
POWTS Reviewer II, Integrated Services WiSMART' code: 7633
(608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday
charlie.bratz@wisconsin.gov
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
sFp 2 FO
200
RESIDENTIAL AT -GRADE DESIGN eui /
Pressurized - Sloping Site
INDEX AND TITLE SHEET
Project Todd Marek 4 bedroom
Owner Todd Marek
Address P. O. Box 228
New Richmond, WI 54017
Job Address: 978th Street
Legal Description NE 1/4, SE 1/4, S 25, T 30 N, R 18 W
Township Richmond County St. Croix
Subdivision Name Stone Run Estatesd Lot No. 3
Parcel ID Number
Plan Transaction Number
Index sheet Page 1
Calculations Page 2
At -grade drawings Page 3
Laterals and dose tank Page 4,
Specifications Page 5
Management & contingency plan Page 6
Pump curve & specifications Page 7
Plot Plan Page 8 { c ko ;cs
�PONt)E6vCr=
Designer Roger Nelson License Number MP 226497
Signature A ll Phone Number 715 - 273 -4444
Date 0915106
Designed pursuant to:
At -grade Component Manual for POWTS SBD- 10570 -P (R.6/99), and
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST - SAS (01/81)
Version 4.0 (04/03) Pagel of 8
PRESSURIZED AT -GRADE DESIGN
At -grade Design Worksheet - Sloping Site
Flows and Site Data Entry.
(r or c) r Residential or commercial?
400.0 Estimated wastewater flow (gpd)
600.0 Design wastewater flow (gpd)
5.00 % Site slope
98.40 Contour elev. below lateral (ft)
40.00 Depth to limiting factor (in)
0.50 In -situ soil application rate (gpd /ft ^2)
Distribution Cell Information
(1 or 2) 1 Influent wastewater quality
6.00 Linear loading rate gpd /ft
10.00 Effective absorption width (ft)
10.00 Max. effective width permitted (ft)
120.00 Aggregate length (ft)
Pressure Distribution Data Entry
(c or e) a Center or end lateral connection
1 Number of laterals
0.125 Orifice diameter (in) e.g. 0.188
Not a final
calculation 2.00 Estimated orifice spacing (ft)
2.00 Forcemain diameter (in)
2.56 Forcemain flow velocity (ft/sec)
30.00 Forcemain length (ft) y or n y Does forcemain drain back?
90.00 Pump tank elevation (ft) y or n y Are laterals at highest point?
NA
6.5 System head (ft) x 1.3 4.9 Forcemain drainback (gal)
8.07 Vertical lift (ft) 96.0 5x Lateral void volume (gal)
0.42 Friction loss (ft) 100.9 Minimum dose volume (gal)
14.99 Total dynamic head (ft) 25.1 System demand (gpm)
Lateral Diameter Selection Gallons /Inch Calculator (optional)
Pipe diameter Design options Design choice Total Tank Capacity (gal)
Designer 1 in Total Working Liquid Depth (in)
must select 1.25 in Gal /in (enter result in cell G46)
one lateral 1.5 in
diameter 2 in x x Treatment Tank Information
3 in 1 x I 1 12001 Septic tank capacity (gal)
Wieser Manufacturer
Effl Filte Information Dose Tank Information
Zabel Filter manufacturer 800.0 Dose tank capacity (gal)
A100 Filter model number F 22.2 1 Dose tank volume (gal/in)
Wieser Manufacturer
Project: Todd Marek 4 bedroom
Transaction Number: Page 2 of 8
AT -GRADE PLAN VIEW
1/6 B Observation pipes (2 typical) A 10.00 ft
EDi L 130.00 ft B 120.00 ft
1/6 B 20.00 ft
................ C 12.00 ft
W C D 5.00 ft
E 2.00 ft
B
W 22.00 f t
A x B 1200.00 ft-2
L
�— Cap
Typical obs. pipe.
= Total aggregate cell A x B Slotted in the lower
=
s
Plowed area L x W and anchored
securely.
6"
AT -GRADE CROSS SECTION
Svnthetic fabric cover
100.23 ft Finished grade
Lateral elevation
invert elev. 98.90 ft
- Observation pipe
at aggregate toe
Surface contour 5 % Slope
ft C
and system
98.40 A
elevation D
® = 12 in. topsoil and subsoil Plowed layer
over aggregate and tapered to toes. below L x W
= 6 in. aggregate below
pipe(s), and 2 in. above pipe.
Project: Todd Marek 4 bedroom
Transaction Number: Page 3 of 8
PRESSURE DISTRIBUTION AND DOSE TANK
Lateral Diagram - End Connection
P
Last hole drilled next to end cap kE X Laterals & force main of PVC Soh 40
Holes drilled on the bottom of the lateral (per COMM Table 84.30 -5)
equally spaced • = Turn-up vwfball valve orcleanoutplug
Lateral Specifications
0.125 Orifice diameter (in) End Lateral connection point
X 1.96 Orifice spacing (ft); ,�" " 1 Number laterals
61 Orifices /lateral P 117.60 Lateral length (ft)
25.1 Lat. discharge rate (gpm) 2.00 Lateral diameter (in)
2.00 Forcemain diameter (in)
25.11 Sys. discharge rate (gpm) 30.00 Forcemain Length (ft)
14.99 TDH (ft)
Typical Pump Chamber Layout
Approved manhole cover with
Weather -proof waming label and locking device
junction box � —♦
Final grade 4"
disconnect
Tank component is Alternate
properly vented M joint outlet
ocation 18" min.
Electrical as per NEC 300 and Approved outlet
Comm 16.28 WAC
Tank full
C Inches Gallons JA Provide 1/4"
N
A 19.5 432.7 Alarm on weep hole or
c B 2.0 44.4 antisiphon
m Pump on B device.
E C 4.5 100.9 11
G D 10.0 222.0 90.83 ft C 6
Totalsl 36.01 800.0 Pump off
D
3 'Bedding under tank w � 90.00 ft
Goulds —� Pump manufacturer IS. J. Electro System Alarm manufacturer
PE 41 Pump model number 1101 HW Alarm model number
Project: Todd Marek 4 bedroom
Transaction Number: Page 4 of 8
At -grade System Maintenance and Operation Specifications
Service Provider's Name Nelson Plumbing I Phone 715 - 273 -4444
POWTS Regulator's Name St,Croix County Zoning I Phone 715 - 386 -461
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 1200.0 ft Maximum FOG 30 mg /L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL
Service Freguency
Septic and Pump Tank Inspect and /or service once every 3 years
Effluent Filter Inspect and clean at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested every 1.5 years
Moundi Ins ect for ponding and seepage once every 3 ears
Other
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 at -grade 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 at -grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
6. Areas within 15 feet of the downslope toe will be protected from compaction.
7. All other construction details are as per the at -grade component manual SBD- 10570 -P (R. 6/99).
Lateral Turn -up Detail
Finished . ............ • .............. .
Grade
6 -8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
Lateral �
Long Sweep 90 or Two
98.90 ft ---- - 45 Degree Bends Same
Diameter as Lateral
Project: Todd Marek 4 bedroom
Transaction Number: Page 5 of 8
At -grade 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- 10570 -P (R. 06/99) and SSWMP Pub. 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.
Septic 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 finer shall be
assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter 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 fitter 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 performed 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.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 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.
At -arade and Pressure Distribution System
No trees or shrubs should be planted on the at- grade. Plantings may be made around the at- grade's perimeter, and the at -grade 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 at -grade 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 at-
grade be heavily mulched as protection from freezing.
Influent quality into the at -grade system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or
30 mg /L BOD5, 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 it 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Continency 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 at -grade 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 renovating the biologically cogged absorption and
dispersal media, installing new piping, and replacing other components as deemed necessary to bring
the system into proper operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: Todd Marek 4 bedroom Transaction Number: Page 6 of 8
}
L(31GOULDS PUMPS Submersible
Effluent Pump
J
PE
SPEORCATIONS MOTOR FEATURES
Pump _ General: General: ■ Corrosion resistant
• Discharge: 1'h" NPT • Single phase construction.
• Temperature: 104 °F (4QC) • 60 Hertz ■ Cast iron body.
maximum, continuous when • 115 wits ■ Thermoplastic impeller and
full submerged. • kilt -in thermal overload pro- cover.
• Soles handling: 'r4" tecrion with auto1lt reset E Upper sleeve and lower
maximum sphere. • Class B insulation. heavy duty bail bearing
• Automatk models include a • Oil -filled design. construction.
APPLICATIONS float switch. • High strength carbon steel ■ Motor is permanently
Specially designed for the a Manual models available. shaft lobricated for extended
following uses: • Pumping range: see PE31 Mentor: ■ Powered service for corfinucws
• Mound Systems performance &hart or curve. • .33 HP, 3000 RPM
• Effluent/Dosing Systems PE31 Pump: • 12.0 Maximum amps operation.
• Maximum ca 50 GPM • Shaded pale design ■ AN ratings are within the
• Low Pressure Pipe Systems f�Y� waking {units of the nmertor.
• Basement [raining • Maximum head: 25 TDH PE41 Motor. ■ Qum disconnect power
• Heavy Duty Sump) PE41 Pump: • .40 HP, 3400 RPM cord, 20' standard length,
Dewatering • Maximlmm capacity: 60 GPM • 7.5 Maximum amps heavy duty 1613 SJTW with
• Maximum head: 29' TDH • PSC design NEMA 5.15P, three prong,
PE51 Pump: PE51 Mentor: 115 volt grounding plug.
• Maximum capacity: 70 GPM • •50 HP, 3400 RPM ■ Complete unit Is heavy duty,
• Maxkywm head: 37' TDH • 9.5 Maximum amps portable and compact.
• PSC design ■ Meftnical seal is carbon,
METERS FEET ceramic, BUNA and stainless
NrooE�s� -- steel
tE- •
r HF 3a, .aa, so ■ Stainless steel fasteners.
35 x. ,
1 ,
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t o t.. i.. ____.� 2 GvM ;._..._.. , AGE NCY USnNG S
30 ;
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t
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CSA 222 108 StuxbRis
File OLR3850
GouW huRpfk NoMusi
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0 ' - ° 0 10 20 30 40 50 60 ` 70 GPM s 0 �QQ 7p V
0 5 10 15 rn ✓ �701i�5 PINTVS
2 S• UPACITY
� *cdve N � ITT Industries
Effective November. ZCO2
SPE31141
e
RECEIVES r -� D
Wisconsin Department of Comm 'rce j A N 0 200 0IL EVALUATI REPORT Page of J
Division of Safety and Buildings
in accordance with Com 85, wiis. Adm. Code
S ST. CRO I X Coo N r Y County �'�
Attach complete site plan on p r no $P inche in size. Plan must / • /— —
include, but not limited to: verti M), direction and Par I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Revi Date
Please print all information. ,n - ,
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). C�" v�"' �"' ! Z / 2 Cj
Property Owner Property Location
."D ^ Goftot 1 /4 r 1/4 4
S� N R E ( )
Property Owners Ma' ' Address Lo Subd. Name or CSM#
A �
!may Late , Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
New Constru(ton Us Residential / Number of bedrooms Code derived design flow rate GPD
OR placement Public or commercial - Describe: - - - - - -- - -- - - — --
Parent material — A6
Flood Plain elevation if applicable ft
� � y� {� r aA;t 4.a-
General com ments endati fPi ✓G�. / Q [.� �2 Gd�t7(d'^,•" �� /�
and recommendations: !�/ / 9
FT] Boring
Pit Ground surface elev. , ' ft. Depth to limiting factor in. �) Application Rate
Horizon Deptli Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
3 `- s r� . `7 4 C
- U
Baring # Boring
it Ground surface elev _lLr� � ft. Depth to limiting factor _�, in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
� v
Z e-- C '
#2 = BOD < 30 mg and TSS < 30 mg/L
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 1 CST Number
CST Name ( per) ignature 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address to Evaluation Conducted
1008 192nd Ave, New Richmond, WI 54017
�_ 715- 246 -45
it
r
• Property Owner _ Parcel ID # Page of
F-31 Ong # Boring �� q Q
�it Ground surface elev. � `,��_ ft. Depth to limiting factor in. Soil ApNication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
a Boring # n Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil AvOlcation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EfF#1 •Eff#2
F-1 Boring # O Pit Boring
Ground surface elev. ft. Depth to limiting factor in.
Soil Applicatlion Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 1150 mg/L ' Effluent #2 = BOD < 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
or TTY 608 - 2648777.
t 608-266-3151
forma
need material in an alternate t, p lease contact the department a
sao4330 (R•M)
i
Soil Test Plot Pla
Project Name Bryan Schaefer Sh
"^Address 1336 140th St.
New Richmond Wi 54017 CS M #226900
Lot 3 Subdivision Stone Run Estates Date 12/1/04
NE 1/4 SE 1/4S 2 5 T 30 N /R W
Township Richmond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 98.4' *HRPSameasBenchmark
Alternate Benchmark Top of survey iron @ 99.7'
Alt. B.
B.M. 71' operty Line 65'
Scale is 1" = 40'
unless otherwise
97' 60' noted
30' F B -1
99'
20' S% Slope
/ , o
0'
IF 30 50' �
5
ro S �
B -2 Property
Line'_
08'
operty
ine
\�•_ N00'16'12"E 988.28' — —
418' —
0 6 5 5,04' \
co CO
`1012 / l
\ \ I \ w ( n cn��
418' \ I , _—� _ — —010 l—
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00 ZZ,
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer Q 2 2 Le f -(5
Mailing Address eC6(/"4AJV �Ld
Property Address 3 o 3
(Verification required from Planning & Zoning Department for new construction.)
City /State Parcel Identification Number /0 7 7 - ��Q Z 01 0
LEGAL DESCRIPTION
Property Location � '74 , �Z�i4 , Sec. _T � N RW, Town of ��Cfd nth
Subdivision f 5rl (U u� S 5 , Lot # .
Certified Survey Map # / l , Volume , Page #
Warranty Deed # �-�C /� , Volume , Page #
Spec house yes no Lot lines identifiable yes no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What . you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
I/we certify that all statements on this form are true to the best of my /our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of edrooms
6
SI GNATME OF AP LICANT(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)
= 8 1 94109
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO.. WI
STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD
Document Number WARRANTY DEED 92/27/2006 03:38P
WARRANTY DEED
THIS DEED, trade between 6 -G Corporation, a Minnesota EXW #
Corporation, Grantor, and Todd Marek Construction, Inc., a Wisconsin
Corporation, Grantee. TRANS 2468
Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE:
the following described real estate in St. Croix County, State of Wisconsin: CC FEE:
PAGES: 1
Lots 2 and 3, Stone Run Estates, St. Croix County, Wisconsin.
Recording Area
Name and Return Address:
Edina Realty Title, Inc.
400 S. 2r St. — Suite 115
Exceptions to warranties: Hudson, WI 54016
Easements, restrictions and rights -of -way of record, if any. 496245
026- 1077 -30 -200
Parcel identification Number (PIN)
This is not homestead property.
Dated this 24th F ary
6 -G Co atio}x inne Corporation
B B
* Johyi . Brunner, President/Treasurer, 6 -G Corporation, a * Ke m J. Kelly ice- nt/Secretary, 6 -G Corporation,
Minnesota Corporation, President/Treasurer a Minnesota rporatio ice- President/Secreta
* *
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
; � Y W ST. CROIX COUNTY. ) ss.
authenticated this 24th day of February pu'� �xc Personally came before me this February 24, 2006 the
N o tary on s�r above named John J. Brunner, President/Treasurer, 6 -G
Q Corporation, A Minnesota Corporation and Kevin J. Kelly,
* Vice- President/Secretary, 6-G Corporation, A Minnesota
TITLE: MEMBER STATE BAR O CONSIN Corporation to me known to be the person(s) who executed the
(If not, foregoing instrurpent and acknowledged the same.
authorized by § 706.06, Wis. Slats.) c
THIS INSTRUMENT WAS DRAFTED BY 6
*Cheri Brown
Peterson, Fram & Bergman — Steven H. Bruns Notary Public, State of Wisconsin
50 East Fifth Street, St. Paul, MN 55101 My commission is permanent. (If not, state expiration date:
)
(Signatures may be authenticated or acknowledged. Both are not necessary.) 3/11/2007
*Names of persons signing in any capacity must be typed or printed below their signature
WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000
819409 1 of 1
D°RP WNER'SCERTIFICATEOF
DEDICATION STONE RUN ESTATES
(A COUNTY F A
QGCorpixetion ,aMimesdaCapaaliac,arorpamian
dul waderandb Orate IOTIcstal Located in port of the Northeost 114 of the Southeost i/4 of Section 26, Township 30 Norlh, Rorge 18 West, Town o r Richmond,
Asnnesou,mowna,doe htrtbytmNy wt mdtolporuim aeW lke St Cro4 County, Wisconsin; bldg lot 2 of o Certified Survey blop recorded !h Volume 18 Poge 4163 m fhe St. Croix County
fat 14 caret, 1.;
Ind III m III plalmhsuneyed ,dhdded mapped andEMiaud Register of Deeds Office Saab, 16 -50 -I8 o,
urcpemadmmup!u. twd Awxa 'I ts2. lrcm les; s
6 GCOmomdm , don Forkenuh that this P121k L _ �_ Q4L�
rinindIn 03610or 0A 121,be submhdd In nor following fa t 7 h
a snl stmc: III rrAYr SiLPr 4Wa
H
f ° a r -� JLpIAI i✓ 'AAv " "> Z9 paLU lr 9 "A_f Ir52 ° h
oxn of Richmond
SL Cron COUNTY 1' Tw net h 7309.58
5
89'55'08 "E '
INN' fMESSWHEREOF ,mesaid60Coryoretionlusauudthose 12 75' 171,01 171,00'
IS to st ed lo6n &ummy and cawmtM 6 Kevin Kell iW - '` " rt
P �' Lady y. �� I C'ci ^aQ• b. o n J :
m�(�Wisaai and Udcapomksml Lobe htrcmlo afTtudm
this ,day ,2001
Ica
UTH
or Kevin ly ! IN ~ sit ., '29,201 so, o_v
297 e; I I rev "AVEM
STATEOFWISCONSIM
ST. CROIXCOUNIY ISS -
1mm esaut 'Z 5 h m q i m ^ m t- 3 N99IS2W'W
1949'
VICINQY MAP 13LSa9 sq. It
ry °
Permnall camebeferce is $�Yr d. of O °
ry ° 89,82' sq. fl H 89,821 sq. ft.
John Ba
2001, mar old Kevin Ktlly, mombem of SEC. 26, T. 30 N., R W. � 302 acres H m i
TOWN 0 RICHMOND, ST. CRUX COUNTY, W 2.06 OCY¢s 2.06 OC'e5 2,04 acres : � % 5 9 �• ': JJ
a6mrt capxatim,mme krrown lobeme persoosw6o ezaukd me Not to swt {N
foregoing atmmmmA add to mckrown lobe nth mtmbemofmd
coryomtaganduYnowldg ;dmmmrycaamedmefacgowginunonem SURVEYOR'S CERTIFICATE: m
mswh �' ass(svd im 'tY. I. Ty R. Padge,a ReginodWisromm a,dohtabyuAifv: mat J QI
e
(YY in Mllrom avlawdmme tsmnsofC ttll6ofmtWMeaaiW$mPWa ry h
wiscomm ladadbormlil add wbliI moations of St CoaComN and melmamoftliehmood >, 0 104,061 ft. o
I g 0 "1I
and UNdtrthtduadmof6.GCopofa *nwofmxlmddesttWmdI o WI , • /y I sq. I t N
Sfyammiuim apes/ plat l have wrveyeJ divdcdmd mapped STONE RUN ESTATES tholmch caO / \ i I E I! '2.39 acres —�
T
pUl cortaNly rtpaaume eakt mhomdanesardme subdivuim of me land e Ji -- 18288' —
CONSENT OF CORPORATE MORTAGEE UnTyod not got this plat i kaakdao PUT of III Norden =11 4ol i ' S89'S116F 59.77 r d EgI 3 2I
Soameaal4e(Smm26 iasmMp30Nwm, Range lBWmtiewn of Z. ardM 1341HAVfM,E _ _
Rchmo dSt Crou County Waon al being Lot 2 ofa Caufall Survey Map o b - I fyti ";I
Ameraas Bank atgatt.a colporemooduly mganded and 4 h P u/ � i NB951'T6'W 759.91
estsNng urxhr Tyviamtofdm lawsofine Sulk of*wmii,Ntwda4 raabed m Vonme A Page 4763 in me St Cmu COUNTY Regisandfctds e ! R
d Wi abae dcmibedlmddoa hrntyroramlomc Office and Embed as follows
mo a ° a 8500 " —
ican lnve °
gaga N 09 W 358.00' bt 2
smvcying, dividing, mtpgogard dediaWm Wino loll dtunbcdon this -�j" \� 19,91' w`
pht. anddceshcrhycaawraio me aMrveanificak Of 6G Cniprnalion, L'Ommeocing al me Fut Quaderfnmtrofmid SaNm2Q deoce,mm
owner. Owtnedfeatieq along the call [let ofine Soumtast Quarter diand Section 26, I !
Scum OD dctnea b now 35 sewrds West a deceukpf3J251 fedmlk m �. I..., ..1 .. sc i., .... xl1ii! ,I
Dim ofbe min thal almg mid cad lne, Soum00 do te25enulls; 35 ......... .. .. ....... ......... .... �.
INAITNFSSINHEREOF,lk mid Cc¢PoW�^iO4 hat P !^ fit B
ads Wet a ddlwxof511.04 fed loma norm line of Lot 3 of said 0 ° m
aused that gamnuWMsigned6y Crew ua: 52
IZ ry 1
JcFt. J.SMk12,a1aJh its PIt'drn; al rb,NA CeeifedSuday Map mena, along IN slid Worth lice, North 89 let
%linn•saa ru sal to k breusm a0med mine mnme 26 mcmi W'da distance of 358.00 Ind to not xat fix ofmill 1a13: 3 3 3 3
�� mkntc,aM rut miCwev lne,6am0d Ce 2Smnma35samds W'W _k7('Eu Str, /I.
_ - c22 — d' of ,(B t ZOOS. 8� o N 0 h ° M1 Ga ° 10 h 0'
&Y et adaunreef406.Z8 fatwme mrmluaofld4OfaGtifiedSmvry Map 0 6 b ° 'b ° b g " b e a tpCS%�f 7Ii PAOr 4703 o!I
rcttadednvalumeUPa e3626mrncc,a ladmMnodhNrcUNdmt 0 77,330 s . ff. ° m 77,330 s . ft. " m 77,330 s H. m 77,330 s . ;t. " 90,6 9 S q. ft. n
rmo 8 r q ° e q r q' o r q ° r 2.08 acres
no
line ofLai3 of aCadtmd Survey Map recoiled inV'dumc9page 2551, 1.18 acres i.78 aces g 1.78 acres N 1,76 acres a,, in
Z rA' Nosh 89 6T.52 mindam 26 saands WtdldduatofN838 fatlome
UP-Paadamt Dale weal line ofmid Nodal Qum afmtSOTmcadQtadermear,aungud one
Said volt line, Nam DO doom 16 mirMa 12 wods Fad. dnumeof a tV W
Nr,Ja730T7y '1!4
STATE OF AWBfBNRBf}^ 98R28Ear; The., Swm 89 degrtcs si mnulc08 uSads Eadaduunteof !\ 0 COU
IIII
1{c+ly:e' R NTYt 09
SS /. 1 1.38 rateitbepwreofbegimme&Conuning 1,148,111 spare entl26J6 w '
4 had) z ryI
I'malmllycmx IN,. ITS 2eday of_ T , 2005. am). Sidal to 14% Soma lA Town I T%i bomdary
ahOVtnaad �re.D SAMtW ^ ,Wlo me krrownmbewNa of me aboad;Smbed propmy, almw6jat toallrasemenu, mtdroaamd >" I �U.
aamtdmef m huNUmmt and xkmwledeedInsmW. tm'emm� o fterffi.. -.- \, S
8 a"°'"m„ _ I W 185.9' ream !85.00' !85W' 1Az8B'
ronsc mDUa i ! ` � I SCOM al N89'52'26 "W 948.88' °.
Nsh e% TvR R ismmd Wioonn Land Sun No. 2484 P #, YP W s A SVJM LxW m*Zlf wfl4anx Al u,
-m Ne ryPTbli,_ .� t 6e c€ 'tYm '
j
w R,
8 18 wg i Sir: ! ;,
r Oale Nt
� 4 11 1 11 FU r :�ir.CLSLsWV !LAP
Mytommimlanap0a_ 31120lU. °d °,urrOSUAtCtf 2� I0UbgC PAGf 2551 vUCo7d` U PAGE 3510 7 I I
i CERTIFICATE OF TOWN TREASURER °,. — -%Ihws Cana
TOWN BOARD RESOLUTION Seclroe 2d 30
re8a) 11
STATE OF WISCONSIN (,'.,.d 719'
0.malvtd, that me pinofSTONE RUN ESTATESnmt iwmOf ST. CROIX COUNTY) SS CURVE TABLE
Ruturad, 6G Capornion,awws.ohttkbyappapveihy me CJRVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
RidmondTownBtmd. 3, Mary Kelly, being the�M quaffed and xsioglown lmvutad(mt LEGEND:
Town afRidmuaddo hembyeedifymm In ataadaae with On mcads in my CI 161.W' EOV742' 115.01' 167.11' N60D6'13'E SB952'26"E N30'01'S2'E
� ` , t �y{.. �S olLa, thtream tounpaiduxtsaunpaidspeculasttmmmismof LOT 2 167.P7' 2778'54' 80.10' 79.71' N7627'07'E S89'S2'26'E N62'J6'40 "E Sect'ron Coma
Monument o1 Retail
Warta Nam.Coanmae, D.A _ 0 On anyofmt lad mckdrdin0uphtolISTONE LOT 1 )61.00' 32'73'48' 94.51' 93.64' N4621'46'E Kfi2JB'10'E NJOUS'S2'E 0 Pound I'
Iron Pon
RU MATES, C2 2&1.00' 60'00'CO' 296.76' 283.00' N60'04'S2'E NJ0114'S2'E SB9'SS'08'E
CJ 217.00' fi0'00'CO' 227,24' 217.00 S60`002'W N695S'08'W MA52 "W ® fourn t -I/4' Ton Plan IhtrcBs nrJfy thmme (atgoing sarop olarcmlmim adopted6y —� 3716
?JJ �' 221300' 90.].i 8978 j 54111'2
ti. CI 21]W' 609242' 21418' 2 S50'O6'1J'U4'52'W N8951 26'W S 1 1/4' ,'8' bon Rr:om
me Rrchmad TOwaBwrd �y / W S30 f9
/ D�
LO' II 2'N S30U4'S2'W 352 "152 'W I eyeing 4 303 111 per Ilea foot
j ✓j M ;K ly -Tmvo raSUm DA E Oi 1C }1.00' 37 "91'' a3 B3' 51.06 57112'43 W 552175YW N895226'W"
A9 __ 9uPonq So— Lne
p II
Dunne Ray -Clukn DATE - LAO from R -O -W) NEO FER'Soma Sab V
NOTES: ST.CR=CO 1ATSa
COUNTY TREASURER'S CERTIFICATE — — Proposed 9ri-oy LoccOm a�r,Ftra.d )A1 m
ELEVATIONS ARE BASH ON AN USOS NA'40 1908 OANM. f l dA0.2a�
PLANNING, ZONING AND PARKS COMMITTEE BEARINGS ARE REFERE40 TO THE EAST ONE OF THE SE 1/4 OF SEC104 26, T3CN. I2' Uf]1iy Eosmnenl dt "ddo mAvwd d
STATROF WISCONSIN)
RESOLUTION RIBW, WH4CN IS ASSUMED 10 BEAR S00'25'35'N'. I — Gistng Force Line 1,
51'. Q101 %CAUNTY)SS +
1HE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO $TA?, COUNTY AND 1014W LAWS, RULES LB 0. Lowest Buiding Opening
Reol,rd TOM the pldofSTONE RUN ESTATES in m:Tmvmof I. ChenC A. Slird, Sang not ddytlated qualifier and acting lat'uLm ofl6c rl„ ) . ®9 Benchmora TOO of iron P e
11 '
RzMmrd 6fi Cm doacwayisbere and6vme fit AND REGULAPDNS (Le. 'AEILAN05, MINIMUM � '0T SIZE, ACCESS TO PARC. ETC. BEFORE ( 9 J
by w7m ComgrofSt.Crou, Co6aehycetlitydwmc rcarmthmyotTn PURCHASING OR DEVELOPING ANY PARCEL, CONTACT THE ST, CRUX COUNT' ZONING OFFICE A49
Croia Camtq'Plamtir @uA lining CamWrhut. u uc sera w ryaid uusaspmal asseumenmuo( THE APPROPRIATE TOWN BOARD FOR ADNCE ALL OTHER LOT CORNERS ARE MARKED
1.7'05 I c alfating nor Mnmialokd URGE THE WTH A 1'OA. x FIB' IRON PIPE SET
NO OWNER OR RESIDENT $HALL DO ANrHNG WHICH WOULD INTERFERE WIN OR Cl H
I I STONE RUN ESTATE OPERARO4 OF THE APPROVED COMPREHENSIVE WATER DRAINAGE Pf40 SOIL EROSION PLAN FOR THIS = I (WFIONNG I.I) In PUt UNfAR F00�.
1 CAair DATE PLAT. THIS INCLUDES BUT IS NOT UM!TED 10 BUILDING UPON, C4361RUC11NG ALTERING FILLING. OR
0 a
( U/ E%CAVADNG OR RANENG M ANY DRAINAGE EASEMENTS. WATER DRAINAGE DITCHES, WATER
t I /
9 O QI RUNWAYS, WATER CULVERTS, BERMS OR GRASS SEFOINGS. amp Kvg
CherfLPI. Sliod-Taaaaer DATE SW N NEXf' I " - 'no tNa
L L&I DATE
R =N89 °42'57 "W
I
UN PLA TIED LAN 87.9
S89'55'08" E 1
238.75' 171.07' 171.00' 166.97' "d
- 1276.58 -
129,201
2.97 c
a"
W L. B. O. =99
131,549 sq. ft. (Z) `'� o 3 ° 0 2 `°o
3.02 acres v°, 89,821 sq. ft. cn 89,821 sq. ft. o ' sq. ft.
2.06 acres 2.06 acres 2.04 acres
SHED
I
....................................................................... ..............................�
282.88' 184.9T 184.95' 106.97 '
S89 :52 26 E 0¢7H A H 9Wk= 759.77
6 ' N89'52 26 "W 759.93'
185.00 , 1 , 85.00'— - 185.00' 185. QO'
_ 19.93'
.................1. .................J............ ............................... ......... .
3 3
3
6 7 8 g 3 No >O
30 sq. ft. o 77,330 sq ft. o 77,330 sq. ft. o 77,330 sq. ft. o °^° 90,649 sq. f'
8 acres c 1.78 acres 1.78 acres 1.78 acres 2.08 acres