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006-1040-20-300
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (kTTACH TO PERMIT) 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 I Carlson, R an C Ion Townshi CST BM Elev: /~~ Insp. BM Elev: BM Description: .^~ A,/ • ( ;,,~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic I - 1 A /1 //y~y Dosing ~. C7f~ c. `~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~~~ ~~ ~ ~ ~ ~ -. Dosing .~ /~~ ~ A- ~ ~, ~~ _. Aeration __ ~- -~ Holding PUMP/SIPHON INFORMATION Manufacturer ~ ~~ Demand L ;~ GPM Model Number ,~ t ~7Iv l.' TDH Lift, 3~ Friction~L~s System Held-~~ ~ -'k TDH ~~t Forcemain Length ~ Dia. ~ Z~ Dist. t o Well -I ^^ N ~'~" SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 453397 0 State Plan ID No: Parcel Tax No: 006-1040-20-300 SectionlTown/Range/Map No: 18.31.16.271 A20 ELEVATION DATA STATION BS Z. HI 7,7 FS ELEV. ,/~ Benchmark ~ll lQ~~ I / /a® Alt. BM Se~c.,Ga 3.a c1 C1.7S Bldg. Sewer N~ ,` St/Ht Inlet ~. ~ /~,. 7 3 St/Ht Outlet ~o - Dt Inlet ~ _ "~ Dt Bottom I~ ,S ~{ ~ Z1j Header/Man. Dist. Pipe 3 ~ ~ Z ~ ~,• ~ ~' Bot. System p C,~ Final Grade Z ` 1 ~ /~, ~ v C~ St Cover .o ~j °~ ."7 S o .ti~-n .,r ~ 7.5 1 J ~~ OK BEDlTRENCH Width Length No. Of Trench PIT DI ENSIGNS ~ No. Of Pits Inside +a. Liquid Depth DIMENSIONS (,~ ~ J •.l ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. ~ INFORMATION CHA OR Type Of S tem: ~ ~~ ~~" ~~ UNIT Model Number. ~- a~ DISTRIBUTION SYSTEM Header/Manifold Length . ~ Dia ~' Distribution ~ ` Y Length 73 ~ Dia ` Z- Spacing ~ x Hole Size - /~~ x Hole Spacing ~ ~' Vent to Air Intake 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 l ~ ~ es No 'S'es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /b /~/ 0 `{ Inspection #2: / / Location: 2009 215th Ave Deer Park, WI 54007 (NW 1/4 SW 1/4 18 T31N R16W) NA Lot 3 ~a W~ ~~~Q-- Parcel No: 18.31.16.271A20 1.) Alt BM Description = ~Je~'t` ~`~`~ ~' 5~.~ ~b~ 2.) Bldg sewer length = ~ / 0b ~ \ ~` I~ ~1~,~.~,g ~- ~-~.(~ -amount of cover = y L + L e,v` , +~S `y ~ ~t.5 G u~. ` ~~~-- ~ ~ ~ ~v 3.) Contour = - - - - - I-- Plan revision Required? ~ _;~ Yes ~No ~~ J~ i ~~~ Use other side for additional mformation. I ~ ~ v _ ~ ~lf/~ ~- i SBD-6710 (R.3/97) Date Insepc is Si ature Cert. No. Safet; and Bu}Idings Division County ~ ~ 201 W. Washington Ave., P.O. Box 7162 S ~ [ 0 ` ~S~~~S~~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) (608)266-3151 "*` L(533~ ~, Department of Commerce ~ I 7 Sanitary Permit Application ~ 1 ' State Plan LD. Number 10 ~ ~~ .-'f-~tNS ~ ~~~ personal information you provi Adm. Code In accord with Comm 83 21 Wis , . , . may be used for secondary purposes Privacy Law, s 15.04(1)(m) a, ` ject Address (if different N n mailing address) I. Application Information -Please Print AlI Information ~ .x „~ ~ ~ 300 ( ~ ~Ob , - o Property Owner's Name Pazcel # ,)t Lot # B1ACk,#t~ i~YH (~) C'fitZ,~SO IV .~~ lJ ~- 1 6 20 O4 Property Owner's Mailing Address ~ 1, ~ f ~ qT~ S 91 Property Location 8 ~ T - ru ~l ~o~ ~~~ S~ /. Section ~'i ~ City, St ate Zip Code um e r on e , - , ~t a ^-~ c ,t P Q j? 7 ~ e of Building (check all that ap ly) ` II T p . yp ~ ~ t division Name CSM Number ~1 or 2 Family Dwelling -Number of Bedrooms 1 ^ Public/Commercial -Describe Use V~IU.~ri ^ State Owned -Describe Use 1~ C.Gt ~ _^Village (t~T'ownship of C L~ r1t~ III. T e of Permit: (Check only one box on line A. Complete line B if applicable) y p '~' ~y r ~9-New S stem y ^ 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 Ir IV. T e of POWTS Svstem: Check all that a 1 ^ Non -Pressurized In-Ground Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber Drip Line ^ Gravel-less Pipe ^ Othe explain) V. Dis ersalll'reatmentAres Information: "' Design Flow (gpd) Design Soil A plication Rate(gpdsf) ~ tspersal Area Required (sf) Dispersal~~++Area Proposed (sf) Syste~mQElevation S • ~~ '~ J© / i VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units 1,,,(,~.~~ A,./~ oncrete Constructed Glass New Existing ./f~' !! II '"' Tanks Tanks Septic or Holding Tank /~/'j/~ vw~•~~++ /~M V rC' ['~~ C LAC Aerobic Treatment Unit Dosing Chamber r 61~ ~ VII. Responsibility Statement- I, the undersigned, assume responsibility for install n of the POWTS shown on the attached plans. Plumber's Name (Print) ber's gnatury/ /NIPRS tuber Business Phone Number ` -OFF ~ ~ ~'+ 22 2 2 15- 2 ~ - 3 I ~ I Plumber's Address (Street, City, State, Zip Code) 2g5 SE2 INI ~ 1 OQ 9' VIII. Coun /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee ( Ludes Groundwater h F S Date Issued Issuing A ent Signs e o Stamps) " ^ Owner Given Reason for Denial urc azge ee) 35~ ~_ J ~/ ~n G[/ IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent #Ilter and dispersal cell must all be serviced /maintained as per management plan.provided by plumber. 2. AO 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 8112 x 11 inches in size- ~(~. -20) ~~o~ I3 fP', e~ SBD-6398 (R. 01/03) _.: _:: ;: __. iC:~1E1L~ c~.R1.St~ iJ 4 TK S`f" ~'~J (~ iL~Ui~~vn VtJI ' S~U(`7 ~ w ~q S~ ~/y S 16 T 31 ~1 ~12 ~ ~ ur L`I (D IJ ~f"Or~1l~1S t(I P Z15 ~~ Avg b~,c AI~~ ~' ~- G~P~ A sore. 3ox~n~s scams ~'`= qv' _~ ,~ / a ~~ a commerce.wi.gov isconsin Department of Commerce Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary July 08, 2004 CUST ID No.223242 JEFFERY V FOX CROSS COUNTRY EXCAVATING PO BOX 295 DRESSER WI 54009 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/08/2006 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1015388 SITE• Site ID No. 685729 Ryan Carlson ' Please refer to both identification numbers, 215TH Ave above, in all correspondence with the agency.. , Town of Cylon St Croix County NW1/4, SW1/4, 518, T31N, R16W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 966331 Maintenance required; 450 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-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. 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1/O1). • The pressure network is to be constructed in accordance with "SSWMP Publication 9.6 Design of Pressure Q C Distribution Networks for ST-SAS (01/81)". G~'~ 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 t' 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. JEFFERY V FOX Page 2 7/8/2004 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, -~ Thomas E Devereaux Plumbing / POWTS Reviewer II ,Integrated Services (715)634-3026 , 7:15 am - 4:00 pm Mon. -Fri. tdevere aux@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633. cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Ryan & Michelle Carlson Owner's Name: same Owner's Address: 918E 4th St. Legal Description: Township: County: Subdivision Name: Lot Number: Parcel I.D. Number: Plan Transaction No.: ,~!~~:~. ~~t~~o~~~~l~y OMM RC -N6S RTtv1ENT 0 ANO 1l0 a Of S r. E ~n SPONOEN c G~~`RE~~OI'~~3~fg Designer: Jeff Fox License Number: MPRS 223242 Date: 06/22/04 Phone Number: 715-294-3141 New Richmond WI 54017 NW 1/4 SE 1!4 S18 T 31 N/R 46 W Cylon St. Croix 3 Block Number: 006-1040-20 Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Page 8 Page 9 Index and title Data entry Mound drawings Lateral and dose tank System maintenance specifications Management and contingency plan Pump curve and specifications Plot Plan Soil Test Signatu ~~ 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 4.0 (R. 04/03) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Tate 83-44-3 in-situ soil treatmer>t for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) coi%rm of <= 36 inches. 450.00 Design Flow (gpd) 5.30 Site Slope (%) 97.50 Contour Line Elevation (ft) 18.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ftz} Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate {gpd/ftz} 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest int in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 2.75 Estimated Orifice Spacing (ft) = 8.33 fta/orifice 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) Does the forcemain drain back? ~_~ 89.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 9.67 Vertical Lift (ft) 1.83 Friction Loss (ft) 16.05 Total Dynamic Head (ft} Lateral Diameter Selection in. dia. options choice 0.75 1.00 1.25 1.50 x x 2.00 x 3.00 x Treatment Tank Information 1000.00 Se tic Tank Capacity (gal) Wieser Manufacturer 16.31 Forcemain Drainback (gal) 67.51 5x Void Volume (gal) 83.82 Minimum Dose Volume (gal) 29.08 System Demand (gpm) Manifold Diameter Selection in. dia. options choice 1.25 x 1.50 x x 2.00 3.00 Gallons/Inch Calculator (optional) Total Tank Capacity (gal) Total Working Liquid Depth (in) galrn (enter resuk in cell 649) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 16.70 Dose Tank Volume (gal/in) A100 Fitter Model Number Wieser Manufacturer r.g_J 3S Project: Ryan 8~ Michelle Carlson Page 2 of 9 Mound Plan View 1- I_ . . 1 /10 B . - . .. : 'observation Pipe 'Q ' K •,•• S•S•S•L•• •S•°..S•5•5.••.••.•'L•Se'.•S.•.••..S•• •1.4.5•9..q.g.• .• e•,.Se d•e :d'•r•e •te,•.'• •de• •• •~.~~• •r•1•r•• •1•• •f~d• j•r • t• J•r:r• d•d'• . •rer, ~ .•er•rere; e; ,~ e, ~ f;re r, j,re~ er,r,r,r, fe ~ ~ er,re . 1•°e•'•• 4•'L•5.••.•L•S•S•S•' S•S 4~ti~S•".•Se••.•".•".•4•'L••.•S g.•S• ' f'•.e, e••. •,•~.°.~ e.•."•.; .,•e••. f,r,•.,~ .ter,f.r.j.••.e ,r,d,•., f.red•d:re:.,•.,•. •Le4e .eLe• a Le•.a•.e Le• Le•. L•Le•.e•.e~4.e4e• eL•L •Le•.•Le•.e .eL• ~. A 6.00 ft B 75.00 ft D 18.00 in Mound Component Dimensions E 21.82 in F 9.50 in G 0.50 ft 450.00 (ft2) Dispersal Cell Area 6.00 (gpd/#t) Linear Loading Rate ~I H I F . • : ~ : ~ •~~~~•~•~ 99.50 (ft) Lateral • Dispersal Cell 99.00 (ft)--- Invert Dispersal Cell ~ ~ ~ ~ ' ~ ~ ~ Elevation E ~ = D ~ ; ~; 5.3 % Site Slope Shading Key 10 Topsoil Cap © ~'~f{~ Subsoil Cap © ~ : ~ : ASTM C33 Sand ® a .~ ~. Tilled Layer ^5 ,i~r:rti Aggregate Dispersal Cell Finished Grade 100.79 (ft) Mound Cross Section View Aggregate Dispersal Area ~ ~- ' ii ~ o ~ 1.5 ft ~ o 0.5 ft 0 ~ ~ T -, -+ _fi _l H 1.00ft K 10.35ft I 11.09 ft L 95.70 ft J 7.23 ft W 24.32 ft 1281.96 (ft2) Basal Area Available 7.50 (ft) 1/10 B Obs. Pipe Placement • er•r•• • • •• •~•• ••r•e g • .ti ati ~ti•ti`,~.4 J F ypical Lateral • ; e"rti~• * A•~ .50 {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 (AxB). Project: Ryan & Michelle Carlson Page 3 of 9 End Connection Lateral Layout Diagram Laterals centeredov~erthe &Bd'imer-slon •=Turrt-upwlballvalaeorclaanoutplug ~I P r All laterals are identical ~ X-~I Holes driled on Ehe bottom of the lateral equallg spaced Force maim Gotrw.+t~r eia tee or Gross to manifoM at .qty point. Laterals ~ force maar of P1~C Sch 4tl (per COMq~A Table fM.~-~ Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (~ 2.83 ft Lateral Length (P) 73.58 ft Orifices per Lateral 27 Lateral Spacing (S) 3.00 ft Orifice Density 8.33 ft2/orifice Lateral Flow Rate 14.54 gpm Manifold Length 3.00 ft System Flow Rate 29.08 gpm Manifold Diameter 1.50 in Total Dynamic Head 16.05 ft Forcemain Velocity 2.97 ftJsec Dose Tank Information Lockin cover withwaming Electrical as per NEC 300 and -~- Comm 16.28 WAC 9 label and tocldng device and sealed watertight 4 in. min. Disconnect ~_ Tank component is properly vented Wieser Ca acit 600.00 Volume 16.70 Manufacturer Gallons gal/inch A B C D Dimension Inches Gallons A 18.91 315.78 B 2.00 33.40 C 5.02 83.82 D 10.00 167.00 Total 35.93 600.00 tank. Alarm Manuafacturer Se onics Alarm Mode! Number 2501 MJJ1 Pump Manufacturer Zoeller Pump Model Number BN 151 Pump Must Deliver 29.08 gpm at 16.05 ft TDH E-- Aftemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~ ump off elevation (ft) 89.83 D~tank elevation (ft) 89.00 Project: Ryan & Michelle Carlson Page 4 of 9 Mound System Maintenance and C3aeration Saecifications Service Provider's Name Jeff Fox -_ ~ Phone 715-294-3141 POWTS Regulator's Name Polk County Zoning ~ Phone 715-485-9279 stem Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins t 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 Ins ct for ondin and see a e once eve 3 ears 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 Threaded Cleanout 6-8" Diameter Lawn ~ ~ Plug or Ball Valve Sprinkler Valve Box Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Ryan 8~ Michelle Carlson 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 maybe 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 c~nponents. 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, Stets. 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 tie 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 fitter 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 fitter 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 voume 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 addttiwes to enhance septic tank performance is generaly 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. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent faker is installed within the tank tt shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings maybe 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 heaviy mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mglL FOG for septic tank effluent or 30 mg/L GODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfuJ100 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 ~ the end of each lateral, and tt is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed tt should be compared to the initial test when the system was installed to determine'rf or~ce clogging has occurred and ff or~ce 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 defectnre the defective component(s) shall be immediatey repaired a 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, tt will be repaired or replaced in its' present location by increasing basal area if tce leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said 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: Ryan & Michelle Carlson Page 6 of 9 W PUMP PERFORMANCE CURVE - MODEL 1511152/153 w 153 ~ ao ~ I 152 30 S 151 25 zo 15 4 10 2 5 0 ,~ = 1 z 0 0 IU 4U UU +v v. -+ ~- -- LITERS 0- ~ 8p 12p 160 20D 240 280 320 360 FLOW PER MINUTE 014508A CONSULT FACTORY FOR SPECIAL APPLICATIONS. • Timed dosing panels available. , • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420, • Over 130°F. (54°C.) special quotation required. 15111521153 Series 151N5211 53 MODEL S Control Selection Model Volts-Ph Mode Am Sim lex Du lex N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Induded 2 or 3 E151 230 1 Non 32 1 2or3 BE151 230 1 Auto 32 inducted 2kx 3 N152 115 1 Non 8.5 1 2 or 3 BN152 115 1 Auto 8.5 Inducted 2 or 3 E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Inducted 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BEt53 230 1 Auto 5.3 Inducted 2 or 3 TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 Feel Meters Gal. Liters Gal. Liers Gal. Lters 5 1.5 50 189 69 261 77 291 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 159 30 9.1 - 23 87 33 125 35 10.7 - - - - 22 85 40 122 - - - - 11 42 Shut-ofr Head: 30 ft (9.tm) 38 tL (t t.6m) 44 iL (13.4m) 0145088 Model 151 6 7/32 3 7/8 4 5/8 3 7/. ~~ ® a 7/ s 11 II/15 1 -~ a 3/e 751TEMP SELECTION GUIDE A CAUTION All installation of controls, protection devices and wiring should be done by a qual~ed licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NECI and the Occupational Safety and Health Act (OSHA). sKZOSa 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control acctivator, specify duplex (3) or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAn. ro P.o. sox is347 Louisville, KY 40256-0347 Manufacturers of . . SHfP T0: 3649 Cane Run Road [? p O Louisville, KY 40211-1961 QUq~y PUMP6 i,//NCE ~~3iJ p ® n (502) 778-2731.1(800) 928-PUMP http://www-zoeller.com PUMP CLJ. FAX (502) 774-3624 3 27 Models 152 ! 153 i2 s2 1z 1/6 5 1 /. _„ .,,~ .t 't~`IAIJ ~-.IJt1C~3~1L~ c~R1St~ iJ qte. ~ a T~ s~- 1~EV1I ~J~.rlJ~i~i~ inJl Sq(~1~7 t~l~ 1~' ~y S~ ~~9 S 16 T 31 t~! ~12. I ~ t~ e~'c~~ ~o~~i~~~ Z15 ~~ ~tv~ 6 t~,l~ IAC~Y.~~ ~'r 'A St7i~ -~3C~K,II~S scams !'`r ~~' ~ " C~~ / ~J/. ~6f'2@!2@04 @9:55 ?15493568 SUPERIOR ~.JTOh~OTIUE PAuE 05 WwdDntin Dapsrgnt~ at conrnerce rmd.ion otSatrhrand i SOIL EVALUATION REPORT Papa ~L al ~ ~aor~nca wec, t~rmti oa, tom. fom. waa 811 'E 1 t M i Pl M l f t i t ' C~ x nc U te. an us an on paper not ans han tas A1ta01r oa ynists sits p intluds, but not 6rstitad ta: vrAiaN tnd tbrimonte! re~arsacw poN+t (t~l~ dYraUare and Pwc~l LD. DtM'CSnt fiLlpt, iCals tx di111tfMlafts, north ertaw, and i0{~a11 and dtttVn00 t0 ttelrett toed. .. P/NJOS prlel! alh 1ft~b/fMlffO/1. itaviawad by Gale Psraorud InWIn~OGn you woMids may tr1 utNO ~ fM>~Y t~i~7 taw. e. t S.tM (1 ) (m)). ProPar'•YOwmsr (~'~ Piopeity t30V1 t.ot LOCatior' art Nw 1/4 ~~' 1!t 3 td T ?j1 N R l E t3w+nar's Maiiinp q ~ ~ t-~- l.vt # ~ 9bCk # siibd• Mlarrat ar t ~0,. ~.S 1tp ~9. ~ ~ ~ _ Odds Phew NpertbiM ~ ~,' ©Ydiapa Town Neved Raid ~w'~aa w-- Ya f ~ - i 3 `t i S'r`` a- v ~ • httw Congri~n llata'~9 RsddtnUai ~ t+kanber of btdrt~oma .,~....... Coot dstivta atcipn flow rags '~ S b C7 i~pie~ant CI Pubic or axxnarraai - flarant rtuttdal ~Q~,K ou< r 'f: I I Flmd rta4t alsvetlon t appfcab)s ,_ tAtnerai oo~rnNrtts ~ S"S S~ s "f" ed. 4 '~ `15 ' ~ i p + '~ ~ 1 w- o u «•~ S c`t s~.'I' Q ~ , std traarrrrwntlr~ons: ------- ¢j 6 .- Gpp t ~* ^ Pn t3enund surtaor atavr. 7,~ ~ y ~O 1t. Gape, b M~np laalv~ ~,._.~,,,. M- hlorFton Gapth DominWit ReOOx i?esorlpUan Taxfwa $truQxs's Consista+oe iiotatdary Roots in. Mtrndi C•lu. Sz. Cord. C,alor Cx. Sz. 5h. `f]ft«t rElttlZ 0-11 o'4R 5: L aF' ~ ~r w ~ -3~ ~ yl F ~.5`i ~~ ScL vn b~ ~r cw ti~rf . ~ ® ~ ~ ~ P Ground e~. dw. r ~r„_T~,~„'~'~ R. Gspli- b tlmN4y fsaoor ~ in. riorfton teapot t]ominatit Raaax oasrxipnan Texture srua,xa Caraitrotnoe 9oundwy Raota t,'P pf~ rn. MuraaN a~. ~. cat:. cob. cam. sz. sn. 'E1!#t .~ -~ !bM ~~ ~: L ,? '„ ` ~ '~ t er 1M ,~ ~t W ~ (rr I~~ / • 7.~y QS tti., t 1 . ~~ e ~fJJ•'~. L '~ 1 7~ ~r {.+I }/ e ' / 1~~ G,• }r \ 1 ~r~ ~ ~ ~ ~ t/~ ~ ~t R~ c ~ 7~ ~P ran ~i~ -- -.~. .~,-. • t_Iluer+t ti9 : l9t7G a ~0 { 7~0 mD11- aAd TS5 >30 { 15b MAIL ' EflMiant ~Irt ^ BOO < 30 nplL and T9S : ~ nglL yes ~. Ge L7.1.~~'y .~'{` , DaEe EvaNtrbon Coraluahd TalapharN Numbor ;Si -~7 117-.I ~ 'pPdl'. r ~ G 1.~,~T~ __~ V e a L•.... . _. _ ~~~-1 ~ -~ y _ ~l r s -~Yg-3~S ~' 1 06/2E~I2@04 ©b: 55 ?152a8356E ~UPERICR AJTOy1LlTIUE PAuE ~7 Ry~.~ { t]wnar ~-'~ i b~yL ~ (1L C G r (Sb N Parod ID M Psgs ~„~, pf `~ ~~ ~ ^ d~ ' r ®wt c ..~. ~ •9 ~ rt. oepa- to tir+aw _.~_ ~~. soY ~ won Dpplh DdtrineN lZadox Daacr~tian Tex4rro B-ro Corntistrrnr~a Gaxrdary ROOhr C.F OIYF G-. MtuwM t']u. Sz. taortt. Cobs tar. Sz. Sh_ 'E81r1 'Elf~2 1 0- V byQs ~... ; L ~F~~- ~f~ Q~ o?~ ~ L. ~~ o~Rs y -------~- ~. ~ ri t,,,., 3 Y~~ 7. `i ~ L 1 f'~b k. ~ ~ r C't~ .~'. S 5'S R`1 ~ 7.5`i R.M Strl. -~ -- n* a l I V f« VI WIN aY1 IYVS NOi. K. LAFiY1 R7 ININIIIV i1S1Ylf Ml. SOY Mortton ~ f~r$ ~tK~ ~V~~ ~..p ~NI ~~ AI` A7. +``,,~,~--__'''' t111/IMPI /y,p /~.~.~I~ W. EK.. VAM IZ_ Mlwl /~~ e, ~1 V4. VF- 911. ~y `E".~1 ~yyr~ GIIIIr pw.~... ~ ~ r.^a7 1i~~~~5i1 ~ m Graundwtpce+Na~v. 1t oapati to Ymiur~q rector in. Flori:Dn DapTh DOmirurd odor Radoz DssuipUnn reabus Buuottire Conelcrenoa Boundary Raots b. trMrrasq Ou. S¢. t:orst. Cobr Gr. 5z. Sh. •~ '~itof2 ` E'muerrt ~1 = WD, ~ 3p a 22U rny/L and TS6 }SD=1S0 rt1yL ' E11lar~t AR2 ^ Bt]Ds c 30 mall. and 7SS c 90 mpl[_ 'i7ae DCpnRmrnt trf t,.omrreerCe i8 an equal opportunity wrrvica provider and employer. If you x+eed assistance tp aecsss aervioos of Woad uurterial in a0 ralbarnaRc forttrst, pltaac contact the dcpaatrnant at 608-266-3151 ar 't 1'Y 608-26i-8777, sar}nwo.s'rrool 06x`2@i'20©~ 0°; 55 ?152483588 SUPERIOR AUTOh~1TI'JE ~~~t + ~'1~`4 ic1~+c ~ ~ ~. Lamar ~ ~ p~n,.,t ~~ t :r~~.4. la f r ~ ~` << ~a ti;• ti ~N ~ 5~ CA ~'"ti 4 ~~~~5~~ ~J' ~- t ~ ~ ..~ ~ ~ # ~ ~ _ ~ ~~ ~- ~ ' .- ~ . ~ ~ ~. ~ ~ Q~ ~ _ ~ ~ ~ Q. v ~+~ -~ ~" ~~ ~' ~.. 4$5.a(„ ~+/~ /~ r (J ~ ~ !p (lVi~'Jl rVV'~7~ ~ a1 4+t- Pi.~-~ '.~'(~ f :~i _v a ° tiIP ~7 bac~k_ w oe ~p;-~ s I;ht o~ s. r,,y! C ~ t v~.~,,.i a ~.,r v ~,a~ y ~ 1. ~C~f t ,1 ado ~ ~ ~ ~... ~r ! 1 -- - 9~ f /~ ab t .r ~ ~ ~ / .. _ y i / ~~ ~~. f ~ ~,~~ +~ ,` _ ~,s , 4 aJJ ~~ ~~~~ V ti 4+bQ ~ ~. ~~~ '~ J Q~ ~ • ,~ f ~' ~~.yy~~ ~4, Sw: PAGE 06 .-~ .~ h `,+, Wisconsin Deparbnent of Commerce SOIL EVALU F£3 REPORT Page ~ of _L Division ~f Safety and Buildings in acxordance with Comm 85, Wis. coo'n'' i ~ attach complete site plan on paper not less than 81/2 x 11 inches in size. P ust indude, but not limited to: vertical and horizontal r ) dne<~orr ~ p~ I p, O O percent sbpe, scale or dimensions, north arrow, a d I ., f~~t~gdctip, Nearest road. O. Please print all inf rmation. Rev' ed by Date Personal information you provide may be used for seco ' ary purPgs~s,~Prlvady 1.~~ ~i ~ 5.04 (1~ (m)). Property Owner Property ovation GG ' Ct ,r ~ -~ ,Govt. Lo Nw 1/4 5[, 1/4 S ~ T ~J~ N R j(o E (or Pro Owner's Mailing Address '. --°°° ° - -4---~-. a Bock # Subd. Name or CSNgf City State Zp Code Phone Number ^ City ^ Village [~ Town Nearest Road ~w'Q.~ a~ vho n~ k9~ 5'l~ f ( ) ~ - - 3 `I 3 C -J 15 -rh 14 v c . New Construction Use: ~ Residential /Number of bedrooms ~_ Code derived design fkwv rate ~ ~ GPD ^ Replacement ^ Public or commercial -Describe: ~~_._ _ Parent material ~,Oe~ dv~ ~ ~~ ~ ~ Flood Plain elevation ~ff}applicable ft. General comments Z S~SS~ s'~" ~, ~ r`~ 7 $ r /~~ t ~~ 4 m h°- 0 u v..Gy- S ~..E. ~.."~` 9g, aj ~o / and recommendations: Boring # ~ Boring Pit Ground surface elev. 7 ~ 1 ~ ft. Depth to limiting factor ~~ in. Soil 'cation Rate Horizon Depth Dominant Color Redox Description Texture Strucxure Consistence Boundary Roots GP D/f~ in. MunseU Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 o- I I I o`~R3 S: l a ~'S b ~- m F -^ w a 9-3.2 ~ 5/J ~F ~,S`~ ~1 ScL vn bu- fr Cw 1~ . y . 6 a Boring # I~nI ~~ ~ L~J Pit Ground surface elev. ~b' °~g ft. Depth to limiting factor ~~ in. Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP O/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 ~ ~ 1-- ~. s ti25~ - ~ a FS Luc. G tv - ~ I - ~ 3 -~~ 7.5`12N~y ~F ~ ~F 1.5'1R~~ L m ~~ ~ w - ~ F -loD S~tRY C ~: 7,5'1 G !.. ~~~~~~t rn - "' 'Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mglL • Effluent #2 = BOD < 30 rnglL and TSS _< 30 mglL T Narne (Please Prim) Signature CST Number Addr Date Evaluation Conducted Telephone Number ~~, ~ o p-t-~. St . a t' ~'a : r ; C - ~ / `b 7 71 S ay~~.3`SS $ Pn1~ fM... /. /AM MI.\ Ry t~.H + Property Owner ~ i L~ G ~ ~ •L ~ G r 15 b rJ Parcel ID # Page ~ of "~ 3 Boring # ^ Boring 7 , Pit Ground surface elev. 9 •9 a ft. Depth to limiting factor ~ in. Soil icaion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf# 2 O-'O ~y R3/ .!! • ~ c *~ FJ.7 ~ Iv1~r ~ ~ L o~ 1_" f ~ v e O ia• ao 7,syRs -- 5 ~ a FSb~ ~~~ C~ t~3F t , 'D y -31. ~Qy~ F ?.S`l t2~ s 1. I f5~ k. trn f r C w _... S - ~ 5y fly I G~ 7.5`i (Z~ ScL ~ ----' --' . a1 , ^ Boring # ^ Borg ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eif#2 ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil 'cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/IP in. MunseN Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 'Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 _< 150 mglL 'Effluent #2 = BODE a 30 mglL and TSS _< 30 nxyL 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. ssassso pt.ovao) IRyav, -~- ~ iG-~ G I ! G ~Gt.r, ~ a~ ~ ~5~ 3 `~ Nw/ 5E`/ Sec.l~ T31~ ~OL~ ~O~r~ t , v~ .t.- -~ ~ . -~ 4$5.Olo '` ~ ~ ~o .~ ~ ~ ~ l~ a ~i~ fit`,-4c~ s~ ~ :~4.. a • vP ~c ~ 1 ~-p ~. ~ 'vt ~..~ h u.: L : ~ ~ r~n1~a i I 'iM ~.r k-+~ elw~ ~cc~-w.3~c~e. _ a~v~ ~ ~ ja~ P . ~, ~~ y{ [5i 1 e 5~`E ti C B I, n~~g~~ Q~ d ~k ~~ ~' ~o~ ~c~/ s $ ~ tt.. C ..4 . ~ ~~ r V ~ ~ '~ ii ^ 1 '' ' . ~ ~ _~ ~ ~ O ~ d` T ~ ~ ~ o- ~ ~' ~ ~ ~ ~ v4 ~ ~ l i ~ fpacfl~- ~ oc ~ ;-~°,~ ~ i; h~ Q F~ ~,~, r 3 ~ /I ~bp4~7 / f ~/ -- -..~- ~~~ (Y/l- ~ ~. l o ~ ~ , / ~ ~_.,f 1 Qq~a // q1~ 1~ ~ a , oZ~D_ ~ i =~ _ I S -~- C ERTi F iEC, SURVEY IVIA l.ocvted in part o` tf•e Frcction ai N orthwest Oucr ter o1 the Southwest Qt.orter of Section 18, Range .6 1Yest. Town of Cyfan, Sk, C-~ix County, Wisconsin. Requested by. St®ve Halleen Hollecn F'arma OWNER: Gary M. and Arleen t_. Halleen 1580 Tir~berw~ad Tr~sil Wacdbury, MN 5125 ~rnftBG by Krlsti A. cyl0nti! NEST i%4 CO!'N£Fr' l~5£C. !8-.FF~-rf (FiJD J" lr~C~'~' PIPF_ i% 1~3,rr i.'i 3 ti ~' 187 7t tlNPLATiED ,>_ZAND~ Township 31 Norih, f EAST-7•VE'Sr !/4 U~v'£ OF SECAf1N i9 2 1 5TH A V E N U E ~,asr ;/4 CORN£R (R=M88'58'.32"E 5549.4[' C.S.M. V. 9 PG. X515} SEC. lE-3;-!6 (R~tl87't7`0~"W 5545.55' G.S,M. V, 70 PG. 2271) ~FND J' IRON P>PE) _..._-____S89'!3T'?.8"E 5549.60'-----__-- _..___~-.,,` --589'S7'28'E 972.40' ` ,. ~ - - ~ 215th Ave. w_u _ J ~ 484.68' ' w,,,,_wN99'57'28"Y/~4577.20' _(- ~ .-. ~ ~~ l ` ~-~~ !--.--'~--~®9'S7'2Q°C h A 1 ~ ~~". 9S9.7B'---_...-- ---_.. 1, w ° LAN05 UNPLATTED O ~ i ~ ~ .. va. , 5t .. t---R;D.1N. 2 t •~• .. ...... . ......... . ........ . .. N ~ f~ ~~Y ,~ ro i~ ~ ~ i ~~ Q ~ j m VOLUME a9t? eAGE 274 ',A ~ a to ~ a ~ ,~Q~,.f~0= 465452 U~ ~~ ~ Q i ,!~ l (f! N Q i~ ~ LOT 2 U~ `'' ST rT O o L.QT 3 ~~ N ,.......~_ __.__ ~~ ~~ ~ ~ ~ ~ z I I ~ In i W I ~~ c.~ _ of ,o i ~ z ~iCTI ~ i~ ,''• N UNPLA'f?EL'_~ANQ~ tR1 a 1 i OF OWNE.~ ~ .~i ~- -. ---467.71'--_ t v ~ m 6 ~ `~ -`--- -----945.41'---°-- -- ~%~ ~ ._. ~ - . ~- - o ~_ n 'co ~33'i33I _~-_~ ----_-N89'S7'28"N' 978,43`------- .___-'' 7 W i +n i o G ~' ~~ ~s~:srt~ta-i~o~1 4 LQT 1 Io ~' ~ ~'_N?l.A7T,~D _ANO5 C_F-O~Et3 `~c,},~~~.~''~lo ~ ~C~S_f~1.: i i ~ ~ ~ ~ ~ ~ ~ 94 ~r~~~~l VOLE 9 °C_ 2615 ~ RONAI.Q f. ~ -~ ~ ~ ~ JQMN30N e ~, `~ ~ ~~ ', sr.?un~t~sr cvRNEa 1 ~ see, !e-~r--JS ~'~N ~ 0 e ~ !'ALUM. CC. MOA?~~ 4 'SURD tiUTE: l"he porcels shown on E"+is mcp are suUject to Stnke, County and Town snip lows.. rules and regulations ({. s. weUonas. mfiimum iat size, access to parcel, etc.). 3afore purchasing or d9veloping cny p4roei, concoct the St, Croix County Zoning office an0 the appropriate Town Board for advice. ~} County Section Garner Monument of Reaard • Set 1" x 2G" 'ren Pipe weighing a min?rr,urr~ of 1.13 pounds per linear foci. • •••••• •Building Satbac'~ Lane (1DD' fro^n R,O.'N,) R= RPCUrd F. L{ AS ''OPAL AREA LOT 2: T~A~Ee ,J.OT_3: 261,413 SQ. FT. 261,<10 aO. ~• 6.00 ACR55 6.00 ACRES ~~,~e, rxri :1121NG R.O.W.: AREA X~i„I,tDING R.0.1N.: 228,716 Sp. FT. 245,4(79 SO. fT. 5.25 ACRES 5.63 O.CRtS 2[)G s~o ° _ l ~°d 1l?96E9bc~.S'lL uost,~eC aZTayaiW d1:L1~L0 tt0 IYV~ L l: unC 02J26r`2003 10; ~t2 '162x73038 SELIELE EnC;;~Ir~T=hA3 I s~ exam eouly~ SEPTIC TAIYk MAINTENANCE AGR1wEMENT arr~ G~TIERSHIP CERTIFYCA.TIOIY FORM Qwner'~`l3uyer Marling Address Property Address P~;iac 0't 7 ~ 00 ~ a 15 ~^ ~,,r. / (Verification required fram Planning Dtparnrtent far new construction} CitylState (f ~~ ~",,,, Parcel Iderttificatiant Number ~/d ~ ~ ~~~ -30 ~ I„~F.GAL ESC'Ri~ N C. Z~-~ A - Za~ Property Location ~~ '/, 5~ 'l., Sec. ~~ , T~N-k ~l~ W, Town of yt;.OlC.) Subdivision ,Lot Ct:rtiiied Survey I1~iap # 0 6 ®tp Volume ~ -3 ,Page # ~0 Warranty Deed # _ ~ ~0 ! O Volurt:t; 25~j Sage # Spec house C7 yes ^ no Lot lines iclentiftable ~ yes Q no SY MAINTE ,ems Irapropcr use and maintenancoof your septic systtrn could resort in its prematurt: Cailtuc to handle wastes, Proper maintenance consists' of pumping out the septic [atlk e~z1^f throb stars Or Sooner, if needed 6y a licensed pumper. tA'hat you put into the system can affect the function oC the se~5tic tank as a treamzeni stags in the waste disposal system. The property owAtr egrets to submit to St. Croix Zoning Dcpamneat a certifiCatyon fornt, sigucd by kt-e owner and by a master plurnbcr, journcytnan plumber, resh-ictad ptumber or a licensed putnptr verifying that (I) the on-site u•astewater3ispo3si system is itt proper pperstins condition and/or (~) after inspection and pumping (if necessary), the septic ta»k is less theta 1/3 full of sludge. ilwe, the undersigned have read the above requirements and agrca to maintain the private sewage disposal sytitert: wtth tlka stnndards act forth, hereist, as set by the Deparcmert of Cornmtrcc and the Depar~ent ofNtitural Resources, State of Wisconsis_ Cettificatiou stating that your septic system has beEn maintained must be complattd aa0 rt:turned to the St. Croix County Zunsng tJfftce within 3t? days of the three year xpiratian date. ~ .t o SIG ATtJRE OF APPLICANT DATE DER CER'I'IFICATI N • I {we) certify that all statements on this farnY are trot to the best of rty (o++-") knowledge. 1 (wt:) am (are} the owner{s} of the property described ab vt, by virtue of x warranty deed recorded in Rrgisttr of Deed9 Office, SIGNATURE OF APPLICANT ~~ «/ DATE t'~«sa Any information that is mis-represented may resulttn the sanitary permit being revoked by ttte Zoning Department. •~•~~• ~" Iactud~e with thlr application: a stamQrd watmnty deed from the Register of Dccds offtce a copy cf the ecrtified survey map if re!-orettca is made in the warranty dctd __ 07/16/04 FRI 08:24 FA% 715 294 4498 OSCEOLA LUMBER CO. C~j002 MaY~26• ZUUa 1 :55NM AHNUW HUUSUN NU.S'L 'LH Y• I f- r -- ' ~'~' Qom- Q•~' i ~.4. IYa' 7'.r' to `' 6'.~• `.,pM ~ ~ ~ ~~. .s I 1 P ' , y i b 1 / na. ,~~.• r as ~t nw• ~ ; .r. ._ . 1 ~ d 1 r ~ i .r ; i i = g r r 1 ~ ~ ~!' 6E ~ re i ~ ro t v r.• ~ A ~ IP ` ~ ~. ____ .._-- ---- s / _ ......... + ..~ a.... . r r * ~ ~ ' c r - - - ~ i F 1 ~ ------ - .__ ~ 1 r r 1 Q 1 ~ ' . w ' ~~ ~ i r 1 ~ r , I r r 0~ r 4 gg ~ r 'Q i 6 ~~" 1~ r - I11-°~ Ii• ~ ~ S r 1 • , .. 1 ~ 1 . , a _ ... ..... ; ^ ____. _ r ~ ' rd ' rr a'.d Ye o ~ g , p~ E$ ~ "= ~• ~ . f ~ y 1~ai ~ ~ ~ I ~ ~ ' • I 14 r r G~ J 1 • ._ yy r y ] 3 J ~ • = 1 Ze • ~ Y ~ * K 5% v, s~ ~ ~.a, - ..-~----- ---- ~ a ~ - :.,-.... i r~ ; ~• s F~ ~ z (Q o ~I 6 .~ 3 i ~ 1~'~• • ~} ~~ , ~ a U 2560 P 119 ~~ 761~01tZ STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between Scott A. Strenke and Janel L. Strenke '~nl i b •-------~-~-~------~ .-a •Fn GIantOI, Grantee. Grantor, for a valuable consideration, conveys and wazrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendtun): t part of NW 11a SWt/.Sec 18-'T31N-R16W described as follows Lot 3 Certified Survey Map recorded in Vol. 13 of Certified Survey Maps, ague 3683 as Doc. No. 606068. KATHLEEN H. YALSH REGISTER OF DEEDS ST. CROIX CO.. MI RECEIVED FOR RECORD 04/29/2004 10:15AM MARRANTY DEED EXEMPT ~ REC FEE: I1. R0 TkAIiS FEE : 135. ~ COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address WESTCONSIN CREDIT UNION P 0 BOX 269 NEW RICHMOND WI 54017 006-1040-20-300 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights-of-way of record, if any. /~ ~~~ Dated this !/w day of April _ _ , 2004 * * Scott A. Strlenke _ __ __ * * J el L. Strenke AUTHENTICATION ACKNOWLEDGMENT Signature(s) Scott A. Strenke and Janel L. Strenke f/k/a Janel L. Peterson, husband and wife authenticated this ~~ of Aprii , 2004 --~ /I/ i * Krishna Ogland _ TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristine Ogland _ Hudson, WI 54016 __ _ {Signatures may be authenticated or acknowledged. Both are not necessary.) STATE OF County ss. Personally came before me this ,___ day of . the above named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Notary Public, State of ~___ _~___ My Commission is permanent. (If not, state expiration date: * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fong du ts:.., wt STATE BAR OF WLSCONSIN 800-655-2021 WARRANTY DEED FORM No. 2 -1999 CERTIFIED SURVEY MAP Located in part of the Fractional Northwest Quarter of the Southwest Quarter of Section 18, Township 31 North, flange 16 Weat, Town of Cy1on, St. Croix County, Wisconsin. fi11RV1:Yc)fi' S C'f:R'!'1 !'i'(`71'!'1; I, Ronald R. Johnson, a Registered Wisconsin Land Surveyor, hereby ceri:ify that. t>y 1•he direction of Gary M. and Arlene L. Halleen, I have surveyed, Ai.vided and mapped part of the Fractional Northwest Quarter of the Soul-hwest Quarter of Section 18, Township 3I North, Range J 6 Wesl• , Tc+wn cif C.y.lcin, RC . Croix Cc~lrnt.y, Wi.scon>~in desrr.i.bed are follows: Beginning at t-.hp west Quarter Corner of said Section 18; thence, on an asr~urned bParir+g a.lr~ng the east:/weg1: Quarter line of said Section 18, Sr~irr,h f39 r1Fg-•eR4 57 minutes 28 sec-onris East <t di>:stance of 972.40 f P_P.Y l.o t:hP wesi:c~rly line of that: prof~e rty described i.n a Warranty DP_ed recorded in Vc~lr.tme 890 page 274 in the Register of DeedLa Office iri said County; ttlr'neP, along last said westerly line and the Pxt-Pna.ion t;her-~c,.f, Socith 0] c4 ragraes 49 nii.rtutes 27 seconds F,asct a diRt:.ance cif 5;tfi.29 feet; thence North 89 degrees 57 minutes 28 ser_onds Wefii: a distance of_ 978.43 feet to the west line of the 1,racYional Srnxt;hwest Quarter of said Section 18; thence, along last said west .line, North 01 degrees .10 minutes 50 seconds West a distance of 536.12 feet to the point of beginning. Containing 522,823 square feet (].2.00 acres). Subject to right-of-way far 200th Street (a Town Road) along the moat: westerly line, and right:-of-way for 23.5th Avenue <a 'i'own Road) along the not•therly line, of the above describe3 property, also subjeci, to all eafiements, rE:strietions and covenants qF re~cc~rd. Ronald E.~ ohnssort Reg. No. 1186 A & E Tel.pphone # (715) Land Su.rveyir+y & Civil Engineering P. O. Box 325 New Rir_hmonrl, WT. 54017 i also cPrl=i_fy that. this Certified Survey Map is a correct r.s~pre~sPnL-al..ir+n try RC71F of the exierior boundaries surveyed and described; that. T have complied with t:he provisions uf_ Chapt-_er 236.34 c~.f the WisconGin Statutes and the Subdivi_si.on Ordinance of the County of. ,;t. Croix and the Town of Cy]c~n in surveying and -nappi.ng the same. ~,r4~ ~~~~ ti ~ ~~ ~~ ~ JOHNSnN 3-+7AG A hll F 1'? *.'. WIS. ~ ~- ,~ >r*e. ^ro su RvF psi` r~~010.OQN.'sa~~ ~.~~. ~ Nry S a..~ a s"i 99 s bat 246-4319 ai ~.. `~~iOVED .1~J~. ~ ~ 19`t't ~~ROlX COtJNTY ..,~. rrxdraczsive, Ptannic .Zocrin~ and PaNcs Committed !t cwt cs?cocded yin 30 days of b ~ ~~~(af shay bo i3 ~ ~ °~_ «r,. T x Q os r c /~ ~ • m~~ o ~ i z u ~cnx \ Sheet 2 of 2 ~, VOL 73 PAGE 3683 Eo~oF s CERTIFfED SURVEY MA Located in part of the Fractional Northwest fluarter of the Southwest Quarter of Section 18, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. ~, Requested by. Steve Halleen Halleen Farms OWNER: Gary M. and Arleen L Halleen 1580 Timberwood Trail Woodbury, MN 55125 Drafted by. Kristl A. Eylandt WEST 1/.I GARNER SEG 18-31-16 (FND 7 " lRON P/PE) 1334 ,33'' ~ L --- -- - ,, - - 487 71' 7~~` 454.70' I '- 589'57'26"E i R.O.W. 215th Ave. . ........ ............ ... I .I. `o ~ I o I~ ° ~ ° ! N ~ - ~ 1 LOT 2 '~ f~ N ~ ~ - ,- I ~~33.01'• I I ~ / ~~ _-~ io rt. ~ ~~ ~ ; ~ r'= Is I~ I~ I Ip I f 1° to I~ I ~~ I N 1 ~ Z ~rn s ! N ~~ f ~ ~ ~~ o ~ ~~ ~ ~ I N i I • I l I UNPLATTED ~AN~~ `~ ~ ~ ~ - 485.06' ~ `ii w 939.78'------- ---~ - ~~~ o cwji ...... .... .... .. ........ ..... N.... ~ LOT 3 u EAST-WEST >/4 L/NE OF SEC7)AN 18 ~~/ ~2 1 5 T H A V E N U_E EAST 1/4 GARNER (R=N89'58'32"E 5549.42' C.S.M. V. 9 PG. 2615) SEG 1B_-3>-76 (R=N87'17'04"W 5549.55' C.S.M. V. 10 PG. 2271) (~~ 1 /RAN P/PE) --------S89'S7'28'E 5549.60'-------- _ _ _ ------_._ 589'57'28"E 972.40' - - - - - - 215th Ave. w _ ~_~~~~ / ~_ 484.69' ~ f,'' N89'S7'28"W~4577.20' ~'+i -- ---487.71 --- ~`1 i 454.70'--- -- J ~~--- ------945.42'------ t V 1 ~ # 1 '~ ~~ SOU7NW£ST GARNER ~\ SEC. 18-Jf-16 ~ (ALUM. CO. MAN.) 33' - ------N89'57'28"W 978.43=--- I s~ ~~ 1 ~ n ry UNPLATfED ,~ANOS OF OWNER ~ ~~ ~ ~ ~ ~i ~ ~`. I UNPLATTED LANDS DEED o VOLUME 890 PAS 274 ~ DOG. NO_ 4654~~ m S(NP~ATTED SANDS OF OWNER 1~ `~~ ~ ~~~ ~~~ "'~ ,5'25 ~9S ~ ~ ~ ROhtAlt> F. 1"t JvHNSnN g-? . s;F Afv1E~:':'. ' WIS. f. ~ ~I~ Nq SU RJ~~~~d NOTE: The parcels shown on this map are subject to State, County and Township lows, rules and regulations (I.e. wet ands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. F FND: 4} County Section Corner Monument of Record ~ Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per linear foot. • • • • • • • •Building Setback Ltne (100' from R.O.W.) R~ Recorded As JOB X99042 (stal) Prepared by: A & E LAND SURVEYING do CIVIL ENGINEERING Phone No. (715) 246-4319 109 Eost Third Street, P.O. Box 325 New Richmond, WI 54017 P Township 31 North, -'---- LOT 1 I C_S M_ VOL_ 9 P~C_ 2615 mTe1_ AREA LOT 2: ZnTp- eaEA LOT 3: 261 ,41 3 SQ. FT. 261 ,41 O SQ. FT. 6.00 ACRES 6.00 ACRES _AREA EXCLUDING R.O.WL'. gRFA EXGLUDING R.O.W.: 228,716 SQ. FT. 245,409 SO. FT. 5.25 ACRES 5.63 ACRES zoo o a zoo NO~ TH GRAPHIC SCALE SCALE IN FEET: 1 inch 200 feet BEARINGS ARE REFERENCED TQ THE EAST-WEST 1/4 LINE OF SECTION 18, TOWNSHIP 31 N., RANGE 16 W. WHICH IS ASSUMED TO BEAR S89'S7'28"E. Sheet 1 of 2 VOL 73 PAGE 3683 yVjsconrl1'~~ Department of Commerce SOIL AND SITE EVALUATION ~ilVl$Ibn UT Safety and Buildings Page of Bateau of Integrated services in accordance with s.11.1~R-89:O~,~Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in $t'ze~ tan must ~~'' , unty include, but not limited to: vertical and horizontal reference point (B ~`direction~_~!~, ~~~~~nn ~ ~. e Ir' O e x percent slope, scale or dimensions, north arrow, and location and rsta~e to ne~F r~tlU Pam I.D. # ,~ s s ~ i r-, f _. APPLICANT INFORMATION -Please print all infor~n,,3~ion ~~~ R~.xte ed by Date ~ ST ''CIX Personal information you provide may be used for secondary purposes (Priva~yt~~y, s. 15.04 ~~ ~ ~-- ~ ~' ~ ~ ~ ~ Property Owner ~, '' ~ ' ~ pp \~\' /~., ~o ~ LoL_ ~~1/4~~1/4,S ~ T ,N,R / E (o Property Owner's Mailing Address o f~. ~ 1819©1(# Subd. Name or CSM# / ~o ~ .3 ? Ci tale Zip Code Phone Number ry ^ Village ~ Town Nearest Roa ^ Ci [New Construction Use: 'residential / Number of bedrooms ~_ Addition to existing building ^ Replacement ^ Public or commercial -Describe: Code derived daily flow -7 2 ~~ 2 Recommended design loading rate gybed, gpd/fl2 = ~ trench, gpd/ft2 Absorption area regwred ! bed, ft ~ trench, ft Maximum desi n loadin rate~• ~ bed, d/f12~rench, pd/ft2 p} J 9 9 9p 9 Recommended infiltration surface elevation(s) 7/ fv ~ ~ ft (as referred to site plan benchmark) Additional design/site considerations Parent material ~ Flood plain elevation, if applicable ~N~ 1~ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank u = Unsuitable for system ^ S ~U ^ u ^ S ~U ^ s ~u ^ S ~U ^ s ,~U SOIL DESCRIPTION REPORT Boring # 1 Ground ev 9 ~ ft. Depth to limiting ct r in. Horizon Depth Dominant Color Mottles T Structure i t C nd B Roots GPD/fit in. Munsell Qu. Sz. Cont. Color exture Gr. Sz. Sh. ons s ence ou ary Bed ,Trench -6 ~ ,-, cs 5`, ~.. ~~ r~ C Ili ~> ~- ~^ G'a'd .- .2 - //~ ,P. ~ ~P Remarks: Boring # Ground ~~~ft. Depth to limiting ,~ L;Zo ,` L'S ~ ~, 0- f> ~ ~ ~~ in. Remarks: CST Name (Please Print) ,t Signature ,, _ ~ Telephone No. a ~ ~r . ~ ~. ~`~ ~ ~ 6 ~ b I Add ss ~;,~' ~` Date CST umber s~~ ~ ,~.v~.~..~ . ~,~~ ~../, .Sys ~ ~-~~ 9~ 3 ~'~ s~ ~>/ Ql~ ~~601L DESCRIPTION REPORT PROPERTY OWNER PARCEL I.D.# Boring # 3 Ground ele ~y,~.ft. Depth to limiting fac o -in. Boring # Ground elev. n. Depth to limiting factor in. Boring # Ground elev. ft. Page .. ~ '~ Horizon Depth Dominant Color Mottles T t Structure C t i B d Ro t 2 in. Munsell Qu. Sz. Cont. Dolor ex ure Gr. Sz. Sh. ons s ence oun ary o s Bed ~ Trench t - l ,~ ~ ~s- '. ~ Remarks: Remarks: Horizon Depth Dominant Color Mottles T t Structure n ist n e C B und Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color ex ure Gr. Sz. Sh. o s e c o ary Bed ,Trench Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor 'n Remarks: Remarks: SBD-8330 (R. 07/96) PROPEFi'1 Y OWNER~~G~~' ~l~ t,°//SOIL DESCRIPTION REPORT PARCEL LD.# Boring # 3 Ground ele ~yz..~tt. Depth to limiting fa o -sin. Page tiff ~.'r Horizon Depth Dominant Color Mottles Structure d B R t 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence oun ary s oo Bed ,Trench ~ ~ . 5 ;~ o- ~ ,-, ~ >~ . ,.s Remarks: Boring # ~- Ground elev. n. Depth to limiting factor in. Remarks: Boring # Ground elev. tt. Depth to limiting factor in. Boring # Ground elev. tt. izon Ho De th Dominant Color Mottles Structure R GPD/tt2 r p in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary oots Bed ,Trench i Remarks: Depth to limiting factor in. Remarks: _ - SBD-8330 (R. 07/96) Soil Test Plot Plan Project Name Steve Halleen Byron_,~~ird Jr. Address 2162 170th St. ~.-~'= -~ ~- New Richmond Wi 54017 CST~vI #3479 `£f Lot ----- Subdivision E. Lot Date 7/26/9$ NW 1 /4SW 1 !4S 18 T 31 N/R 16 W Boring Q Well PL Property Line BM or VRP Assume Elevation 100 ft. TownshipCylon County ST. CROIX System Elevation 96.6 * H R p Same as Benchmark Qltc-rnatp Rnnrhmarlr ~r,... ,.crT.,;~ :., ~xn.;~e n,.i~ Tree ^ inn n Kevin and Jon went to the site (05/15/02?) to follow-up on concerns of an individual in the area. We determined that the soils do appear to be suitable for a mound system and the soil reports completed by Byron Bird on July 26-27, 1998 seem to be a fairly accurate indication of the soils in the area at least for the first 15-20 inches (did not dig deeper). However, it appears the soil test location for lot 2 has been destroyed by the placement of the pole shed and we were not able to precisely locate the BM's and borings for lot 3. _ „~,. ; `rte. {V % ~ `~~ ~~) (~ ~I~ ~~.r L~ ~ . 4 ~ . s~.. ._..~ ~ ,t,8~~~ ~.~ "~ ' ~.: ~~~~~~~ .6 ~ ~ ~~6068 CERTIFIED SURVEY MA Located in part of the Fractional Northwest Quarter of the Southwest Quarter of Section 18, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. Requested by. Steve Hallaen Hallaen Farms OWNER: Gary M. and Arleen L. Hallaen 1580 Timberwood Trail Woodbury, MN 55125 Drafted by. Kristi A. Eyiondt W£ST 1/4 CORNER SEC. 18-31-16 I I (FND 1 " IRON PIPE) I I33i 133'1 i I N !~i 10 ~ i I~ iI IZ I= i ~ i~° ' 11 ID 4 I~ I 1 ~ D IN i I ZI I I IN i~ S I,awi Im o I N m g ~~ ~ ~~~~- - 454.71 .. ..... R:°.:w'. IZ ;p ~~ ~ ~ 1 ~ ~~ ~~ ~ ~ N N ~ O ' ~~ ~ LOT N . I rt ~~• ~' I I >33 01'' UNPLATTED LANDS ~,t 48 .O6' `~~ w 939.76'--- -- -----' yi o w w ................ ........... N. ... U o LbT 3 w ~..~ ~~- EAST-WEST 1/4 L/NE OF SECTON 1B ~ ~ i ~ i -.1 ~/ 215TH AVENUE EAST 1/4 CORNER (R=N89'S8'32"E 5549.42' C.S.M. V. 9 PG. 2615) SEC. 1B-.31-16 (R=N87'17'04"W 5549.55' C.S.M. V. 10 PG. 2271) (FND 1" /RON P/PE) _ _ ---_-----589'57'28'E 5549.60'-------- ----___ S89'57'28'E 972.40' - - - - - ~ 215th Ave. w - ~ ~ _~_~~ w._..-.. _ _ _ _ i ~ _ _ _ _48 .69'_ _ _ _ ~ iN89'S7'28'W 4577.20' 589'57'28'E 5th Ave. N 0 0 O 2 m W ~//: ,~--: ---487.71'--- '1~ -- ~ --454.70'--- N 1' I I --_,\ J UNPLATTED LANDS c DEED VOLUME 890 PAGE 274 DOC. NO_ 465452 RI 01 UNPLATTED LANDS OF OWNER --- - ------945.42'------ ----%' _ -' ----- N°o w i33'I33 ~~---- ------N89'S7'28'W 978.43'------ ----' I .« I I S z '.. I I ~ I ~ ~ ~ UNPLATTED LANDS OF_OWNER M;~`4~a1~~~~~~~i,G, 1 LOT 1 i o ~ ~ a~ !~ $i VOL_ 9 PG_ 2615 ~ ~ ~ ,~ ~~ZS~95 4~ I - ~ ~ " ~ RONALD F. t"I ~ I N ~ ~ ~ JOHNSC~M i ~'' a~ ~ 8-''RF i ~' AMEFdY. 1 SOUINW£ST CORNER '?i ~ y~ n ~ ,,,~( l~~ O~ ~~ ~ SEC. 1B-31-16 ~ ..~«".••'' -1 ~~ i~ E di" ~y~ +(ALUM. CO. MON.) ~I~ N~ SUR`i ~~ NOTE: The parcels shown on this map are subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. I Fes: ~} County Section Corner Monument of Record ~ Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per linear foot. • • • • • • • •Buiiding Setback Line (100' from R.O.W.) R= Recorded As JOB #99042 (stal) Prepared by: A & E LAND SURVEYING do CIVIL ENGINEERING Phone No. (715) 246-4319 109 East Third Street, P.O. Box 325 New Richmond, WI 54017 TOTAL AREA LOT 2: 261,413 S0. FT. 6.00 ACRES AREA EXCLUDING R.O.W.: 228,716 S0. FT. 5.25 ACRES P Township 31 North, ~.L F1LED JUL 0 1 1999 - Kp,,D{LEEN H. W~ Register of Deeds St. Croix Co»W~ 261,410 S0. FT. 6.00 ACRES AREA EXCLUDING R.O.W.: 245,409 S0. FT. 5.63 ACRES ~~ i r 200 0 20o N 0 TH ~~ GRAPHIC SCALE SCALE IN FEET: 1 inch = 200 feet BEARINGS ARE REFERENCED TO THE EAST-WEST 1/4 LINE OF SECTION 18, TOWNSHIP 31 N., RANGE 16 W. WHICH IS ASSUMED TO BEAR S89'57'28"E. Sheet 1 of 2 ~b VOL 73 PACE 3683 Si±e information Legend Floodplain ®sxlake polygon ~j' ~' Most Limiting Soils for POWTS ® Shoreland ~ Closed Depressions ;j_ T• Limiting Soils for POWTS - DAM ~ Wetlands -- INTERMITTENT STREAMS ~ 12-20% slope PERENNIAL STREAMS ®>20%slope MUSYM w Feet 0 250 500 1,000 1,500 _._--' G~ ~ ~ , - (~ ~~ / ~a OD(' ~~ ~ p ~ ~ 01 / rig . ~ 0 , J~ • ~?/~~lb '`.' /~~ 066 - l ~ ~b ~ ~D ~b ~ L. ~ a C s cM. 13 ~~~ ~3 f~fi0f8 po6 - lDyo-a-o~3Dd aZlcg~~ CERTIFIED SURVEY MAP Located in part of the Fractional west Quarter of the Southwest Ouarter of Section 18, Township 31 North, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. "° "---- ~ ~ Requested by. ~ ,~ Steve Halleen Halleen Farms OWNER: << F1LED ~ Gary M, and Arleen L. Halleen JUL 0 1 1999 1S80 Timberwood Trail ~ Woodbury, MN 55125 Q` Kq,;}1LEENH.WALSH ,; Drafted by. Kristi A. Eylandt A~iy~(O1Deds ~ SLCt01xCo.,W~ UNPLATTED LANDS WEST 1/4 CORNER ~~ ~' SEC. 1B-3f-16 EAST-WEST 1/4 L/NE OF SECTION 1B ~ I --1 (FND 1 " IRON PIPE) ~ ~ 215TH AVENUE .33i EAST 1/4 CORNER ~3~I (R=N89'S8'32"E 5549.42' C.S.M. V. 9 PG. 2615) SEC. 1B-,31-16 (R=N87'17'04"W 5549.55' C.S.M. V. 10 PG. 2271) (FND 1" /RON P/PE) _----- _ --------S8957'28'E 5549.60'-_------- ---- ~~ - - - -S89'S7'28"E 972.40' - ~ - - - ~ 215th Ave. w - - ~ - --~_~~.~ / _ _ ` 487.71'_ ` _ ` _ / ~ _ , _ _ 484.69'_ _ _ _ ~ ~w,, N89'S7'28"W~4577.20' i ~N #~ `~~` 454.70' I ~~ 485.06' `~~ p ~ I I --- -------S89'57'28"E i w 939.76'------- ----'~ `i 1 ~ R.O.W. 215th Ave. ! ° W UNPLATTED LANDS IZ i~ il,o Io ~ :..........................N ............................. N... c DEED h'' '~ ~= I ~ I~ ~ ° a 7/~ ~ ~u m VOLUME 890 PAGE 274 ~D N la°-~ ro a7~ A_ ~(~ ~ ~ DOC. NO_ 465452 ° ~ o • o r<i '° ' 1 ~ I~ ~ LOT 2 ° ~' o L b T 3 N ~o -I cn Icn ~~ `~ cn _ w ~rn s~N I~ N m rn ~ I I ~ UNPLArrED LANDS ~~ ~°.I I ~ OF OWNER ~~v33.01_: ___487.71'--- ~ ~_- - ~``, ~ _-- ---454.70'--- -- ~ 490.72' '~ oN+ ~ `. '---- ------945.42'------ ~~% ---~ _ ~~~ ----- o iu ~33'i33, ---- ------N89'57'28'W 978.43'------ ----'~ N ul of ~~~ ~ `Y I ~ n ti UNPLATTED LANDS OF OWNER •~~~siaraTitt'~~ ~ LOT 1 ~, ~ S' Zs~95 .,~~ ~ _voL_ s Pc~ 2615 ~~~ ~T RONALD f. >:T ' ~ N ~ ~ ~, JOHNSt~N Im ~ AM>~ F{Y. .: W1S. /' t ~ SOUTHWEST CORNER ~- " O~ +~~ ~~~ SEC. 1B-31-16 ~<,Q «.••'•• -1 • ~ (ALUM. CO. MOM.) ~j~~ ~O'~ ; ~~ `~~~ NOTE: The parcels shown on this map are subject to State, County and Township lows, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. ~~~ TOTAL AREA LOT 2: TOTAL AREA LOT 3: County Section Corner Monument 261,413 SQ. FT. of Record 261.,,410 SQ. FT. 6.00 ACRES 6.OQ ACRES • Set 1' x 24" Iron Pipe weighing a minimum of 1.13 pounds per AREA EXCLUDING R.O.W.: AREA EXCLUDING R.O.W.: linear foot. 228,716 SQ. FT. 245,409 SQ. FT. Building Setback Line (100' from R.O.W.) 5.25 ACRES 5.63 ACRES R= Recorded As JOB #99042 (stal) 2~- 0 20o NORTH Prepared by: A & E GRAPHIC SCALE LAND SURVEYING do CIVIL ENGINEERING SCALE IN FEET: 1 inch = 200 feet Phone No. (715) 246-4319 BEARINGS ARE REFERENCED TO THE EAST-WEST 1/4 109 East Third Street, P.O. Box 325 LINE OF SECTION 18, TOWNSHIP 31 N., RANGE 16 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S89'S7'28"E. Sheet 1 of 2 VOL ] 3 PAGE 3683 ,. . ., ' , CERTIFIED SURVEY MAP Located in part of the Fractional Northwest Quarter of the Southwest Quarter of Section 18, Township 31 North, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. StIRVI,Yc)t2' S Cf?ft'I' I FTCA'I'I? I, Ronald F. Jrlrrrson, a Registered Wisconsin Land Surveyor, hereby certify thal. ley t-he direr.tion of Cary M. and Arlene L. Halleen, I have surveyed, cli.vided and mapped part of the Fractional Northwest Quarh.er• of. thF Sc~uhhwest Quarter of Section 18, Township 31 North, Range lh Wc~sl~, Tc-wn cif Cylrin, St. Cr.c~i.x County, Wi.sconain der~cribed as fol.l.ows: Beginning at I-.hP West Quarter Corner of said Section 18; thence, on an assumed bearing along the east:/west Quarter. line of said Section 18, Soirl;h A~3 degrees 57 minuter; 28 seconds East a distance oC 972.40 t:P_P.t; l--n Lhe wpSt-.prly line «t' that: property described in a Warranty Deed recorded in V~lrame 890 page 274 in the Register of Deeds Office in said Courst:y; t(-senre, along last said westerly line and the Pxt-r,nsion t;lier•ec.f, South O1 degrees 49 minutes 27 seconds East a distance cif 53ti.29 feet; tlrenc:e North 89 degrees 57 minutes 28 ser_onds Well: a distance of. 978.43 feet to the west line of the Fracr~onal. ,S~rit;l~wPSt Quarter of said Section 18; thence, along last said west .l irse, Nortlr O1 degr. ees .1.0 minutes 50 seconds West a distance of 536.12 feet to the point of beginning. Containing 522,823 square fP_Pt (1.2,00 acres). Subject to right-of-way for 200th Street (a Town Road) along the most.: westerly line, and right-of-way for 215t;h Avenue (a :Gown Road) along the northerly line, of the above described property, also srzbject to all easements, restrictions and covenants o.f: record. I also certi-Ey ghat. this Certified Survey Map is a correct repreGentat:~ir>n I-.c sr..,~le of. the exterior boundar.i.es srrr.veyed and desc ribc~d; that: I have complied with the provisions cif Chapter 236.34 o.f. the Wisconsin St;atutes and the Subdivision Ordinance of the County of :,t. Croix and the Town of Cylon in surveying and mapping the same. +~-~.. Ronald F. - Oht150ri Reg. No. 11x6 A & E Telephone # 1715) Lanrl Surveying & Civil Engineering P. O. Box 325 New Rir~hmond, WI 54017 ~~ ~ti ~ +~~ RONALD F. ~,} y JOHNSON + L: AMEf?Y, ~' W1S. ~ ~,• 7 < •..NN ~-~ 0~ ~°s ~ N~ s u R `~ ~,~~° ~~~ ~.• ro~ w a~ g Dat 246-4319 tiih •s~`, -~~~~~~ ~.,,~ ~f;vlX CUt:r! r'.' ,.,:r,~~,h~nsive Rlss~r~ir Zoning 8nci P ,rtes Committcu '" ;sot recu~rlf~J .r~ ~as jJ ~ e ~ .'a~~ ~ ~ O ~ n O ~ N dS mn ~ ~Ctrl1 Hex ~!sT.' Sheet 2 of 2 - VOL ~ 3 PAGE 3683