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032-2003-30-130
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) state Plan ID No: 645499 Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)( Permit Holler's Name: City Village Township Parcel Tax No: Greg Powers TOWN OF SOMERSET 032-2003-30-130 CST BM Flew: Insp.BM Flew BM Description: Section/Town/Range/Map No. 01.30.19.474A-30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt.BM Aeration Bldg.Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist.Pipe Holding Bot.System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist.to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No.Of Trenches PfT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Die Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grad•Systems Only Depth Over Depth Over xx Depth of ma Seeded/Sodded tot Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes El; No U Yes U No COMMENTS: (Indude code discrepancies,persons present,etc.) Inspection#1: Inspection#2: Location: 1795 85TH ST 1.)Alt BM Description= 2.)Bldg sewer length= -amount of cover= Plan revision Required? W Yes [i] No Use other side for additional information. . Date Insepctor's Signature Cert.No. SBD-6710(R.3/97) T' t 5At4 �-202-3—Co 3 /�' � Department of Safety Cry $k L 1_, & Professional Services, ST CROIX V s` Sanitary Fenner Number(so befilled in by Co.) �, Industry Services Division 6 4/5-y 9 , Sanitary Permit Application StabTraneactwnNumber k,accordance with SFS 383.21(2).Win.Adm.Code,Submission of this Sam to the •. .. ' . ... .. . . . ..coed coed unit ProM- IL 22.D 2.CP 2-41 - C- is required prior to obtaining a sanitary permit.Note: L r -• , the Department of Application forms 1 nrn:-`.17 ` 1 `1i% i Iw\• �o Address(if different than man7irg address) Safery art the Privacy W Se,3.cI5. 4(1 Xm) S fwmatpr ,..�.� i _ -� purposes in accordance with Privacy law,,.1 s.W(1 xm),stab. ` 1 L l� 17ee a67N 81REE7 �' =11M1:fl M N-IMMI . wEwRtu+ratove PropeetyO eeraNane JAN 1 3 2023 Parcel GREG POWERS 032-2003-30-130 Property OverseesMiul1ngAddress St. Croix County Property Location 2040 HWY 65 Community Development City.Slate Zip Code Phone Number City,. Lot NEW RICHMOND WI 54017 NW%, N ,A. section 6 1 0.TN,!t1 I011•11 kand '� • .// LotN T 3o N R 1 1 fior VX ❑1or2 Family Dwelling-Number ofiedrooma4 " 3 Subdivision Name 0 Public/Comnaeul-Deaenbe Use Block I ❑City of_ ❑State Owed-Describe Use CST4 Number 3z.-7 il3 51 ❑Village of ----La Ne x ) Coot.; l!`r�t0 0 Town of•SQMERS�-- M.Typo stIPOWTI!waft +N�TNkin) ( Misr"Nee se Vaglaasassar sadslier tsppioM le e se e A. (inktlaa boa as floe S. gMoe CNaa r C II A. C�" - 0 Replacement System ❑Other to ^ ' Existing System(explain) ftAdditienal Fretetmcnt Unit(explain) EL.TbJ) LAA ITS 0 Holding Tank 0 In-Ground 0 At-GGrade CZ- u d �.nEh Individual Site Design 0 Other Type(dun) (�nvmliawl) s J C. 0 Re ewer foe 0 Revmm ❑Change of Plumber 0 Transfer a New poster List Previous Permit Number and Dab Issued &pinnate "A / n _q IV.bi asseiv6.` J M aid T kLtANtW sass 8 1 X �rs�r et I pu�K ate ' 1 Dense Flow(gpd) Design Soil A,p►IcUion>' (NPdfsf) Dispersal Ala Required(af) Dispersal Area Proposed(sf) System Elevation jot•6 J 600 1.0 392 392 101 / e/ Capacity in Tank InformationGlletu ehl sal t0Nmof I its � Manufacturer __ '�.o.o I New Tub Eait g Tres Po U SZS- � r ' a Septic a Hobbs Tak I --C]�a x% 1!B i WEBERR X ' Doses eeo 'RIESEN X 1 V.ROPOOdbaltr meat-4 as staiardpaN.aea..a Signatunsgaaai ity he k+aBa- eat potlrr$show.as es awehW pass Plumber's Name(Print) Plumber's MP/MPRS Number Business Phone Number PAWL R ntOE1lER �� 226410 716-2M.2ato Plumber's Addes(Street,City.Site,Zip Code) 321 WISCONSIN DR NEW RICHMOND WI vL G.a4,lDweerwt Use Osy KApproved ❑jj Permit Fee Date Issued I ' Aged kiigneu e ❑ for Denial i 685 ' , ?az3 _ t Conditions o 3) L.4'../ u t' A4.'� b•wiL.f' 1. Septic ter*,effluent fitter scd disposal cell '- i n � - nustbe serviced l•meirnainedIsp>tr )& end w �SF� �^'�'-+""'� t plan;prividedb9Y r• �� b\£(e Ts eQrW1 {—. 2.All retbatk meiqui►am M met be mratleieed /� es per•appk....lileirmi a.� 5� 6 r t-4 l _ tltit t e IS (' . 1 , a� der ASPS plows M Oa d submit b lee County sok ea roar sat Bin 11 elm-. ` ) SBD-639g(R 0322) �� f � M� r S � N \ ti 1 r.,--,- ‘14„4..." . ....):t ql:. ,., 1► S 4 ) — S fi) \\31- 542.--V -______ )14i A-1--- t 0 ... _ 1,_1:../ r , a an 4o )i \ a- • S,... ... .- -- - '44 c-4. s3 \ ip ss pi q �, tLw� el r IAP' 1 V ala N Y •, \ -4\•• o' N n i� ...le�°1. �� ‘N.% ..•,. \ horl.. .. No f<Ifr✓ P 14 S` ,\ rl . co gw-�t `. %, s44, 40 4- R..y.. �,'N 1-47 1 (bait N s`L40 ,Obit \. tin r 0 cO - l{R►< MTMfN Wisconsin Deparuncnt of Safety and Professional Services g? 4 Phone:608-266-2112 Division of Industry Services o c::+' ;, Web:btto://dsys.wi.eov 4822 Madison Yards Way Email:dans(dwiscorain.eov PO Box 7302 t Madison,WI 53707 T16 >,.a.,, „ Tony Evers,Governor Dan Hereth,Secretary December 21, 2022 Conditionally APPROVED CONDITIONAL APPROVAL DEPT.OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES PLAN APPROVAL EXPIRES: 2024-12-21 �� � Plan Review: PWTS-122202929-C AtArlef Paul Koehler SEE CORRESPONDENCE 321 Wisconsin Dr New Richmond, WI SITE: Ten Mile 1795 85t"Street Jamestown Township Grant County NE 'A NE 'A S33-T1N—R2W FOR: Description:4 Bedroom-600 GPD-30"to GSF Mound Component Manual—(11/19), limiting factor—Effluent Filter- Maintenance Pressure Distribution Component Manual—Ver. required 2.1 (May 2022-2027) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes.The submittal has been CONDITIONALLY APPROVED.This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.The owner, as defined in chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • The site shall be properly prepared prior to plowing.Any grasses longer than 6"shall be cut short and removed. To avoid matting,any leaves or loose organic matter shall be raked up and removed.Cut trees and shrubs flush to the ground and leave stumps.Avoid operating equipment on the mound site. If necessary,use only tracked equipment,during dry conditions,with minimal passes,to avoid compaction. • Install the GSF products and distribution piping per instructions. If using pressure distribution, distribution pipe should be sleeved through the 4-inch corrugated pipe located in the GSF product. One out of every five orifices in each distribution pipe shall be installed at the 6 o'clock position so as to allow for thorough drainage of the distribution pipe following each dose. The remaining four orifices shall be installed in the 12 o' clock position. All pipes must drain after dosing. • • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19,Wis. Stats. • Inspection of the private sewage system 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.Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • 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 • The current owner,and each subsequent owner,shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. • 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. In granting this approval the Division of Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, f Rc'wley Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715) 634-5124 Joshua.rowlev@wisconsin.gov ,4' Department of Safety ST CROIX +f & Professional Services, J Industry Services Division �'�Permit Number(10 be filledIIby co.) Sanitary Permit Application StateTrasaetionNumber In accordance with SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriate governmental mil u required prior to obtaining a sanitary permit Note. forms for state-owned POWIS are submitted to Project Address(if different than mailing address) the Department of Safety and Professional Services Personal information you provide may be used for secondary purposes in accordance with the Privacy Law,s. 15.04(1 Xm),Stets. MS 167st STREET tfEat/mT11110HD VA I.Apparition Lforaaathn—slew Pit All Liberalism Property Owner's Name Parcel N GREG POWERS 032-2003-30-130 Property Owner's Mailing Address Property Location 2040 H WY 65 Govr.).oe City,State lip Code Phone Number NEW RICHMOND WI 54017 — v.. i, Section !IL Type of Building(check an that apply) Lot e I N R E or'AIX O I or2 Family Dwelling-Number of Bedrooms 4 3 Subdivision Name Block N 0 Public/Commercial-Descnbe Cse ❑City of OStateOwned-DescribeUse _ __ __ _ CSM Number I]ViUsge of 0 Town of SMERSET HI.Type of PORTS Perris:(Cheek either"New"or"Replacement"and other applicable..line A. Cheek owe boa o.Rae B.Complete tine C if applicable.) A. ®New System 0 Replacement System 0 Other Modification to Existing System(explain) 0 Additional Pretealme n Unit(explain) B 0 Holding Tack 0 in-Ground 0 At-Grade IZMomd 0 individual Site Design 0 Other Type(explain) (conventional) C. ❑Renewal Before 0 Revision ❑Change of Plumber ❑Transfer to New Owner Lisa Previous Permit Number aid Date)sensed Expiration IV.Dfapeeaal/freal...t Ann and TookI.brr.aa: Design Flow(gpd) Design Soil Application Ratc(gpd/sl) Dispersal Area Required(sf) Dispersal Area Proposed(sf) System Elevation 600 11.0 392 392 ,cat 003PITOuR uNE ea, Capacity in Total N of ' Manufacturer I Tank information Gallons Gallons Unite $ ytNew Tent I Existing Tanks 12Qk i 3 I Septic or Holding Tank % 1516 I WEEER X Doting Chamber % .MO vNE$ER X L i V.Responsibility Statement-I,the rdenlp 1.aware wpeadbfrry br Vdaeato et the POWTB them is die alnithad pima Plumber's Name(Print) Plumber'sPhoneI MP/MPRS Number Business Number IW PAIL R ale,FR • Siir /C rx"....e-- 225et0 77624628e0 Rumba's Address(Street,City,State,Zip Code) 321 WISCONSIN DR NEW RICHMOND WI VL C..aty/Deparfro.t Ume Only 0 Approved I 0 D Permit Fee Date Issued Issuing Agent Sigrrture DproDisapproved S 0 Owner Given Reason for Denial Conditions of Approval/Reasons for Disapproval Attach at ceoplrsr plans for tar ants and submit to the County eatf ea taps net lass era a trt a t l dame Y elm SBD-6398(R.03/22) GSF WI MOUND DESIGN PROGRAM INDEX AND TITLE PAGE Project Name: GREG POWERS Owners Name: GREG POWERS Owners Address: 2040 WI 65 NEW RICHMOND WI Conditionally APPROVED DEPT.OF SAFETY AND PRurtbbiONAL Legal Description: SEC 1 30 N 19W SERVICES niwS�IIN OF INDUSTRY SERVICES Township: SOMERSET ,rr 4 ' County. ST CROIX - - SEE CORRESPONDENCE Subdivision Name: PROPOSED CSM Lot Number: 3 Block Number. Parcel I.D. Number: 032-2003-30-130 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 GSF mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications Designer Paul Koehler License Number. 225410 Date: 11/29/2022 Phone Number: 715-246-2660 Signature: Designed Pursuant to the GSF Mound Component Manual (N. 08/16), and SSWMP Publication 9.6 Design Pressure Distribution Networks for STSAS (01/81) GSF Mound Version 2.27 Page 1 of 8 GSF WI MOUND DESIGN PROGRAM DATA ENTRY Site Information R Residential or Commercial Design 4 Number of Bedrooms(optional) 600 Design Flow(gpd) 5.0% Site Slope(%) 97.91 Installation Contour Line Elevation(ft) 100.00 Contour Length Available(ft) 30 Depth to Limiting Factor(In) 1.0 In-Situ Soil Application Rate (gpd/ft2) EFF#2 Distribution Cell Information A42 Unit Used 8 Cell Width(ft)3,4, 5,6, 8, 9 or 10 49 =Dispersal Cell Length(ft) 2.0 Dispersal Cell Design Loading Rate(gpd/ft2) 2 Influent Wastewater Quality Are the laterals the highest point in the distribution Pressure Distribution Information network? Enter Y or N E Center, End, No Manifold(Pump to Gravity), or Gravity(No Pump) 4 Lateral Spacing If N above, enter the elevation (ft) 2 Number of Late - of the highest point. l ar .: tn+r .t.:rT'f1t1�11!Rr►.. 0.25) 111111Mill s i mete. • 'ice Spacing(ft)= 8.52 ft2/orifice 2 Forcemain Diameter(in) 100 Forcemength(ft) Does the forcemain drain back? y 88 Inside Pump Tank Elevation(ft) 3.25 System Head(ft)x 1.3 16.31 Forcemain Drainback(gal) 10.49 Vertical Lift(ft) 42.59 5x Void Volume(gal) 1.96 Friction Loss(ft) 58.90 Minimum Dose Volume(gal) 0 Add Fitting Friction Loss(ft) 30.15 System Demand(gpm) 15.70 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in.diem. options choice in.dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator Septic Tank Information 2535 (Total Tank Capacity(gal) 1585f Septic Tank Capacity(gal) 43 Total Working Liquid Depth (in) WIESER Manufacturer 58.95349 gal/in Dose Tank Information Effluent Filter Information 950 Dose Tank Capacity(gal) POLY LOCK I Filter Manufacturer 25 Dose Tank Volume(gaUn) 525 Filter Model Number WIESER Manufacturer Project: GREG POWERS Page 2 of 8 GSF WI MOUND DESIGN PROGRAM GSF MOUND DRAWINGS r Mound Plan View ii . W 11 L ' --' K B K L - Mound Component Dimensbns A 8.00 ft E 16.80 in H 1.00 ft K 8.35 ft B 49.00 ft F 7.00 in I 8.76 ft L 65.70 ft D 12.00 in G 0.50 ft J 5.43 ft W 22.20 ft 392.00 (ft2)Dispersal Cell Area 621.47 (ft2)Basal Area Available 12.24 (gpd/ft)Linear Loading Rate 4.90 (ft)1/10 B Obs. Pipe Placement Finished 100.49 (ft) Grade 73;2?I ;SZ. 0 ;Ap;,:,:,:,:,:,;,;,;Y; ;., G H 99.49 (ft) 98.91 (ft) F L N~ ' ' •: Dispersal Cell Lateral Invert ( ) , ,},,,T, .., Elevation Dispersal Cell N. Ei Elevation . .; . . . . . . , .97.91 (ft) . :,.,•::•:• :.:.: .:•. :•.•:•.•: : , . . .•. . Contour . , Elevation 5% Site Slope • ;r —ti 0 �:SZl Topsoil Cap $ . Typical Cell © RMi Subsoil Cap is n 2 ft Geotextile © Oft ASTM C33 Sand i§ Fabric —i .- 0 Tilled Layer —II i © ems:! GSF Media& _ Cell Header v 0.5 ft 1 1 /Footer SF — • A See details on page 4 for number,size and spacing of laterals. Laterals are located in the 4'gravity distribution pipes as shown on page 5. Project: GREG POWERS Page 3 of 6 Kevin Grabau Subject: FW: Message from KM_368 From: Rowley,Joshua- DSPS<joshua.rowley@wisconsin.gov> Sent:Tuesday,January 17, 2023 1:18 PM To: Kevin Grabau<Kevin.Grabau@sccwi.gov> Subject: RE: Message from KM_368 .188 is the correct size. From: Kevin Grabau<Kevin.Grabau@sccwi.gov> Sent:Tuesday,January 17, 2023 1:11 PM To: Rowley,Joshua- DSPS<joshua.rowley@wisconsin.gov> Subject: RE: Message from KM_368 CAUTION: This email originated from outside the organization. Do not click links or o•en attachments unless ou reco•nize the sender and know the content is safe. Sorry to bug you again. Is the orifice diameter supposed to be 0.188 (p. 5 of the PDF) or 0.16 (p. 7 of PDF)? Thanks. Kevin Grabau I Community Development - Land Use Planner ST. C R JJNTY From: Rowley,Joshua - DSPS<joshua.rowlev@wisconsin.gov> Sent:Tuesday,January 17, 2023 9:56 AM To: Kevin Grabau<Kevin.Grabau@sccwi.Kov> Subject: RE: Message from KM_368 1 GSF WI MOUND DESIGN PROGRAM LATERAL AND DOSE TANK End Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below • •Tun-up when verve or cleanout plug I P 1 • UL— Z 1 let orifice located at Z L--X 1 Orrlfoea point up except every 5th me polls down for S drainage. —Edge of distribution cell ,--s. I f) ./Force mein correction via tee or arose to me ifold at cry point Laterals&force mein ct PVC Sd140 3//` !Ail laterals Identical whCOMM h winos equally speoed. (per CO Table 384.30-5) y����/ r•---Edge ofdlsblbrricn tee D ' I Q azit Numbers of laterals 2.00 Orifice Diameter Q ` Lateral Diameter 1.50 In Orifice Spacing(X) 2.11 ft �� �, �I�� 3 ) Lateral Length(P) 47.21 ft Orifices per Lateral 23.00 Lateral End(2) 0.79 ft Orifice Density 8.52 ft'/orifice (J lateral Spacing(S) 4.00 ft Manifold Length 4.00 ft `\ Lateral Flow Rate 12.39 gpm Manifold Diameter 1.50 In System Flow Rate 24.77 gpm Fonxmain Velocity 2.53 ft/sec 46.42 Pump Off Height 12jin Dose Tank Information Lcd+a coos all Awing Obi erd'Wing deJoe and Bedrid as per NEC 300__ / eeded all Come 1a�!MC - - '�'rY, 41n.na1. T --1 L-� lad Monad c locrlon Arkomparti - weed J FOOITIMI1 climber 2 In WIESER Manufacturer 4 Capacity 950 Gallons A Volume 25 gal/inch —ar6dphwrAnke 8 Dimension Inches Gallons A _al4oi 5'1 C 2.00) 50.001 , RIM dr dewIlm(i) • V e' ' 1_ Total 1138.00 950.00 D i , ---7� 89 -- ---—- -- -- I 1 - y _ ` Owe twit dawn(ia -_--_- - .Mn.9'BeddYa',maw lank — 88 Alarm Manufacturer sj rohmbus Alarm Model Number ps patrol Pump Manufacturer goulds Pump Model Number epo5 Pump Must Delivery 24.771gpm at 16.40 ft TDH Project Papa 4 of 8 GSF WI MOUND DESIGN PROGRAM DISTRIBUTION MEDIA GSF Distribution Cell Media Layout 8 Cell Width(ft) 2 Sidewall to Lateral(ft) Distribution Cell Cross-section Arrangements Drag appropriate drawing to space below. FORCE WM— yrr.. \r ice', 4#%s +1kia.4 i fir' 3147 . AN. '�;r' :• eO mECr10R +ki r uuyy�dd1i a.22 ffY—aa CCXX ;��yy� yy "' ��rr y�y�u( -',yy�y� ""�� r��{{ -— /I1 tic C*i"JLCiY) viv.tvartti,T 1�LNV�W~zraM�.1. • Component Legend ■ ASTM C33 Sand/Mound Sand �rr�,•�,•��f I M2 or 843 Module { i Lateral • Turn-up(contained in Turn-up Enclosure) Distribution Cell Plan View Layout-Typical 8 Cell Width-A(ft) 49.00 Cell Length-B(ft) 12 A42 Modules Required per Row 24 M2 Total Modules Required End Connection later Layout Diagram Drag appropriate drawing from left to space below. a n Wide VAraitaAt _ I' i;I Project: GREG POWERS Page 5 of 8 GSF WI MOUND DESIGN PROGRAM SYSTEM MAINTENANCE SPECIFICATIONS Mound System Maintenance and Operation Specifications Service Provider's Name countryside plumbing Phone 715-246-2660 POWTS Regulator's Name countryside plumbing Phone 715-246-2660 System Flow and Load Parameters Design Flow-Peak 600 gpd Maximum Influent Particle Size 1/8 In Estimated Flow-Average 400 gpd Maximum GODS 30 mg/L Septic Tank Capacity 1585 gal Maximum TSS 30 mg/L Soil Absorption Component Size 392 ft2 Maximum FOG 10 mg/L Maximum Fecal Conform 10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Fitter Should Inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to the standards,have a watertight cap,and are secured in a as shown In the Ellen mound component manual. 2. Dispersal cell media conforms to Ellen products approved for use with the Ellen Mound Component Manual approved August 2016. Ellen media is covered with the manufacturers geotextile fabric. 3. All gravity and pressure piping materials conform the requirements In the state 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 6-8'DIAMETER LAWN SPRINKLER FINISHED GRADE THREADED LATERAL ENDS AT LAST 4"PERFORATED PIPE CLEANOUT PLUG ORIFICE WHERE VARIABLE 4'END LENGTH CLEANOUT BEGINS GAPS LDNC SWEEP 90 OR ----- TWO 46 DEGREE BENDS • `� J� SANE DIMAEfER • AS LATERAL �— DISTRIBUTION LATERAL LATERAL CLEANOLIT Project: GREG POWERS Page 6 of 8 GSF WI MOUND DESIGN PROGRAM MANAGEMENT AND CONTINGENCY PLAN Mound System Management Plan General This system shall be operated in accordance with SPS 82-84 Wis.Adm.Code,and shall maintained in accordance with its'component manuals Eljen Mound Component manual August 2016 and SSWMP Publication 9.6(01/81)]and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 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 fa water lightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. My 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 acddenbl 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,Wla.Adm.Code. The operating condition of the septic tank end outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from ib enclosure. If the filter is equipped with an alarm,the fitter shah 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 lank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triemial 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 Of 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 Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter,and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic(other than for vegetative maintenance)on the mound Is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather Installations(October-February)dictate that the mound be heavily mulched as protection from freezing. 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 dogging has occurred and If orifice cleaning is required to maintain equal distrrbution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Pending levels shall be reported to the owner,and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank,pump,pump controls,alarm or related wiring becomes defective the defective components)shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface,it will be repaired or replaced in its'present location by Increasing basal area if toe leakage occurs or by removing biologically 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 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: GREG POWERS Page 7 of 8 �H� — Z 1; PI 1 a _ cp, ` � — 1r1 I � �- S : i. � ` S �% - \i:: J Fr ao i p_1 ., f ._.....5) ......„ T a: a boo DI ,N. S a., et q if ` ?�t gP Y M* 't• : IZ `•, m a IIMI."... NOIlle .1‘,... \ . v `n , 99 3 C M- F,,K ( % f</Ir.r Poly.. ' c-1 . co Sv.1 — �r _ w`�•Y., • t. Q,o4t SLL4O y r.t' a. 1Dof+ M Ic0 1i"►v I I pill I i ROL ( • �� .r,.rnn.,•.r Zabel. PL-525 Effluent Filter J tW tI.m.,I, xts aWhim at PL-525 Filter The PL-525 Filter is rated for 10,000 GPD(gallons per day)making it one of the largest filters in its class.It has 525 linear feet of 1/16"filtration slots.Like the Polylok PL-122,the Polylok PL-525 has an automatic shut-off ball installed with every filter.When the filter is removed for cleaning,the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Features: 1/16" Filtration Slots • Rated for 10,000 GPD(gallons per day). f-- Alarm Switch • 525 linear feet of 1/16"filtration. 110 GPD' (Option'') I �-- Accepts 1" PVC • Accepts 4"and 6"SCHD 40 pipe. Extension Handle • Built in gas deflector. • Automatic shut-off ball when filter is removed. for • Alarm accessibility. Ram 10,000 GPD • Accepts PVC extension handle. PL-525 Installation: Ideal for residential and commercial waste flows up to —' — 525 linear Ft. 10,000 gallons per day(GPD). of 1/16" Filtration Slag 1.Locate the outlet of the septic tank. • 2. Remove the tank cover and tank if necessary. pump Accepts 4"&6"—� 3.Glue the filter housing to the 4" or 6"outlet pipe.If SCHD 40 pipe the filter is not centered under the access opening use a \\_ Polylok Extend&Lok or piece of pipe to center filter. 4.Insert the PL-525 filter into its housing. 5. Replace and secure the septic tank cover. GrtMod to NSFIAM$I Standard 44 PL-525 Maintenance: �;8„ The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring __. cleaning.It is recommended that the filter be cleaned every time the tank is pumped,or at least every three years.If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter ell-needs servicing.Servicing should be done by a certified 1�— GasD or septic tank pumper or installer. Automatic Shut-Off BaII 1.Locate the outlet of the septic tank. 2.Remove tank cover and pump tank if necessary. 3.Do not use plumbing when filter is removed. 4.Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6.Insert the filter cartridge back into the housing making sure the filter is properly aligned and Completely frnated. Outdoor Zabel Best i®Alaccrm Ext®d i tans Polylok, &Beat filters accept Easily installs 7.Replace and secure septic tank cover. the SmartFilter®switch and alarm. into existing tanks. Polylok,Inc. 3 Fairfield Blvd. Wallingford,CT 06492 Toll Free:877.765.9565 Fax:203.284.8514 www.polylok.com ou is T ' a er ec no ogy Wastewater METERS FEET 10 1 9 ' 30 _ GPM 8 _ 2S FT5 1 2 25 — 7 . _ ✓ 6 - 20 15 O 15 g4 -- — -- EPOS 3 - 10 2 - --_ EPO4_ - --- - - 5 1 _ o - o0 10 ' 30 40 50 GPM t 1 , I I I ' 0 2 4 6 8 10 12 IIN/h CAPACITY MODEL INFORMATION Order circuit Minimum Float Cord Minimum Maximum Shipping Number Hp volt, Amp' limiter phase switch LenStyl• gth �� e Minimum necdon On Leval Off Level Dum EN Weight Size Ers.kg EP0411 Mug i No Switch 10 Manual Manual 20/9.1 EP0411A Piggyback/ Wide-Angle 10 12" 6' 21/9.5 115 12 20 EP0411F Plug/ 20' Manual Manual 20/9.1 .4 No Switch EP0411AC Piggyback/ Wide-Angle 20' 12' 6' 21/9.5 EP0412 1 NoSwAch 10' 1WS' Manual Manual 15' iL' 20/9.1 230 6 10 EP0412F Plug/ 20' Manual Manual 20/9.1 No Switch EP0511F g/ Manual Manual Plug 115 13 20 No Switch 20 22/10 EP0511AC .5 Pi9ay back/ Wide-Angle 20' 12' 6' 23/10.4 EP0512F 230 6.5 10 Switdti 2p Manual Manual 22/10 PAGE 3 oce--sasldw :3114 9S49-SZ£-0013 :anod-1sod/ 00%oo/o0 3LVo ostts NAY•))Oold N13�0Mn '01 ANIH sn DILCM ivnvv i\ �1110d-3de1 313011fl iisi'm Os6-cI 3LLd3S 6 -6 dill 'AG 41010 :WM •A3I .0-.1 - ,4/I TTY3S OS6-Si 1 CZ Z , H Q F^ m O .. w units tnu- 6 g gi * sJ o2 m In t� 04 oa m 8 Ho a co O $ c� c� c� z "o 'a") L oS of In z 3LL 8 a' r as o PI A m 4 me wN m 44 �� %. 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I II SYD .4 - l .,0 do 3 I ,[S-,s 1 .S4 - Q3211np321 .9s - sY I- POWTS OWNER'S MANUAL & MANAGEMENT PLAN woe 1 of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner GREG POWERS Septic Tank Capacity 1585 gal ❑ NA Permit I Septic Tank Manufacturer WIESER 0 NA P DES/ON PARAMETERS Effluent Filter Manufacturer POLY LOCK 0 NA Number of Bedrooms 4 0 NA Effluent Filter Model 525 0 NA F' Number of Public Facility Units 0 NA Pump Tank Capacity 950 gal 0 NA I Estimated flow (average) Iv V gal/day Pump Tank Manufacturer WIESER ❑ NA ' Design flow (peak), (Estimated x 1.51 6 Ob gelidity Pump Manufacturer GOULDS 0 NA r: Soil Application Rate 1.0 gal/day/ft3 Pump Model EPO5 0 NA Standard Influent/Effluent Quaky Monthly average* Pretreatment Unit ❑ NA w Fats, 011& Grease IFOGI :30 mg/L ❑Sand/Gravel Filter 0 Peat Filter ::. Biochemical Oxygen Demand IRON) 5220 mg/L 0 NA ❑Mechanical Aeration O Wetland f Total Suspended Solids (TSS) 5150 mg/L ❑Disinfection IX Other: ELGINS t, Pretreated Effluent Quality Monthly average Dispersal Ceg(sl 0 NA Biochemical Oxygen Demand IBOD3) 530 mg/L 0 In-Ground (gravity) 0 In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ NA ID At-Grade Q Mound r: Fecal Conform (geometric mean) S1 D'cfu/100m1 ❑Drip-Line 0 Other: Maximum Effluent Particle Size Yi in die 0 NA Other: 0• NA Other: ❑ NA ❑ NA } at t.. 'Values typical for domestic westawer end septic tank effluent. El E; MAINTANCE SCHEDULE V. Service Event Service Frequency Inspect condition of tankls) At least once every: 3 �martth(sl yearns) (Maximum 3 years) ❑NA Pump out contents of tnkls) When combined sludge and scum equals one-third IY31 of tank volume 0 NA Inspect dispersal cell(s) At least once every: pp montMa) 3 0 year(sl (Maximum 3 years) 0 NA is Clean effluent filter At least once every: 1 ❑ morrthlU 0 NA I . j0 ysar(al ;: Inspect 0 month(s) i.. P pump, pump controls&alarm At least once every: 3 rXyearls) 0 NA 1: Flush laterals and pressure test At least once every: '❑ montftlsl AS NEEDED ❑ NA ❑ yearns) Other: ❑ marrthlal At least once every: ❑yearns) (RNA `r:. Other. �� ;c_ MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by en individual carrying one of the following licenses or certifications; Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector, POWTS Maintainer; Septage Servicing Operator. Tank inspections must Include a visual inspection of the tinkle) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. 1 The dispersal cell(sl shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground atrface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notfication of the local regulatory authority. When the combined accumulation of sludge and scum in any tank squats ono-third (Y3) or more of the tank volume, the entire I contents of the tank shall be removed by a Septage Servicing Operator end disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment • units,and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page?of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage tiro dispersal cell(al. If high concentrations are detected have the contents of the tank(s)removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal collie) in one large dose, overloading the cells) and may result In the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septege Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist In manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the sea within 15 feet down elope of any mound or et-grade Sol absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wiper, cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit end vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides;sanitary napkins;ternpona; and water softener brine. ABANDONMENT When the POWiS fella end/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septags Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Falkrre to protect the replacement area will result in the need for a new soil and site evaluation to eetabllah a suitable replacement area. Replacement systems must comply with the rules ii effect at that time. ❑ A suitable replacement area is not available due to setback and/or sod limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ivfi esok.api • rn„cr a holding tank e tailed roseTB. 7}.D44(S nab. fe-iJ $7 (/mil ON) ❑ Mound and et-grade soil absorption systems may be reconstructed in place folowing removal of the blomat at the infiltrative surface. Reconstructions of such systems must comply with the rules In effect at that tine. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC. PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS • • POWTS INSTALLER POWTS MAINTAINER Name COUNTRYSIDE PLUMBING Name PAUL R KOEHLER Phone 715-246-2660 Phone 715-246-2660 SEPTAGE SERVICING OPERATOR(PUMPER) LOCAL REGULATORY AUTHORITY Name POWERS SEPTIC NeAe St. C2.0 94 (bLI 20AI/40- Phone 715-265-4623 Phone Z(S- 3g6o- V(p� This document was drafted In compliance with chapter Conan 83.2212)(b1111(d)&111 and 89.154(11, IZ &(SI, Wimonain Administrative Cods. Parcel #: 032-2003-30-130 01/17/2023 10:49 AM PAGE 1 OF 1 Alt. Parcel#: 01.30.19.474A-30 032-TOWN OF SOMERSET Current I XI ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 07/06/2022 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner GREGORY POWERS 0-POWERS, GREGORY LAURIE POWERS C- POWERS, LAURIE 1189 TAMARACK PL NEW RICHMOND WI 54017 Property Address(es): •= Primary ' 1795 85TH ST Districts: SC=School SP=Special Type Dist# Description SC 5432 SCH DIST OF SOMERSET SP 1700 NORTHWOOD TECH Notes: 2022 FOR 2023 KEEPING SAME PCL 032-2003-30-100 AS LOT 1, NEW 032-2003-30-120 AS LOT 2, 32-2003-30-130 AS LOT 3, Legal Description: Acres: 3.190 032-2003-30-140 AS LOT 4& SEC 1 T3ON R19W PT NW NE CSM 32-7135 LOT more. 3 Parcel History: Date Doc# Vol/Page Type 08/15/2022 1157460 WD 07/06/2022 1155605 32/7135 CSM 12/21/2021 1145551 WD 03/11/2002 673183 1851/346 WD more... Plat: •=Primary Tract: (S-T-R 40%160%GL) Block/Condo Bldg: *7135-CSM 32-7135 032-022 01-30N-19W NW NE LOT 03 2023 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/29/2022 Description Class Acres Land Improve Total State Reason Totals for 2023: General Property 0.000 0 0 0 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 ST CR NTY. SANITARY SYSTEM File#: Use ""�r'`� Created rtlur OWNERSHIP/ADDRESS FORM O/ficc 2/2021 Only Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved,this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer GREG POWERS Mailing Address 2040 HWY 65 City/State/Zip NEW RICHMOND WI Phone Number(required)715-781-4811 Email Address (required) Parcel Identification Number 032-2003-30-130 (found on the property tax bill) NEW SYSTEM LEGAL DESCRIPTION Property Location NO 1/4 , 1/4 , Sec.0 T 3 d N R /9 W, Town of SOMERSET Subdivision Plat: �- , Lot# 3 . Certified Survey Map# !We OS- Volume 3 2 , Page# 13S Warranty Deed # I5 {b 0 (before 2006)Volume , Page# Number of bedrooms 4 Spec house 0 yes ■ no Lot lines identifiable • yes 0 no USE ONLY New Property Address l 7q(c 5� e� (Verifi ion of new address required from Community velopment Department for new construction.) Dl /7/ Z3 Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System:Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey mop if reference is made in the warranty deed. Community Development Department-Land Use Division 715-386-4680 St.Croix County Government Center 715-245-4250 Fax cdd@sccwi.gov 1101 Carmichael Road, Hudson,WI 54016 www.sc wiyov i V in 1 i 0 11 OA �` EEEEBB¢ $$fib' O w J 1 ' -ij 111-11 II -!. ill F � i \\I r il,,i „) , ii �K NI pI ` ■I Ilir,,,,m,., Ii � 1 � fl ,l 4 , illi ' lII I �`� Ali LI yI ii ' ; 1:,11, !ii' ''', I �I I imu-i 1- 1111111 I I 'I; I ' l I;HI , a IIIII Ih 4 P ' � � IIIIIIIIiI �I ��� Ili'' 11!11, 11I1121 '°'6jII , I I . I _ I ,1 LAlii II:lq ,Nqi , 1,11.,„FE1 !a , s , i ____,.___ ,I I ° 1 i I! 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Is k e � y 'CI S 1 a • ' ' C g O IDI��: y I all ' • • 4 1a • J ® qI 1 Y a.a • — A II —� - .•.: I ..a 4 ..w Any.. r 0 i��,1. g • i : ig l dil k a vt H co R i 1 III!1.1 3 e w 01 hill/ it !_!' i ��i i1; lai t ; 1 .0-0 0-0 1... �1 �lrif ..... ...� I k iii�N. i i I iliiI r 2 i li 1! j Y� I j a l Ill It �.� I:- ,:. ¢ x :II le -:,i g '.: - ,:iiii Mir h i 2g ,i VOM .1 94 ! Y ---- ri 3 % ! 1 I� - p ll ' it I n! ! 113S S x L`... IMAM ... 4- RI Oa"MMUS x dI ¢ 2 Mill a °C o� CO c� .; il itil 1-VH in W _Cli li 101 t an 1, 1 if I I4 pN r PM P ! i i •e e ! L e II,�I 1 11111I i r d 3 J higi 5.10 liiiii i. rl § \ �� �i q q / \ ) § §h§ § wI | ii1 || | » @ ( �§. | `1 bil!A , 2 / \ )6 lig ■ I | !1 'f i / !4 IIM | / , �i )— | ! 4 ' IJ■ i : !; |• ||| -"ill! ■ | N |I| I !- �. fill'|! | IC | i , ! |! . | § Pi 1! I 1) \| • | s| | ||■ ,| + .. &w _, * | pin || !!i! !| lil lil a■, MI |■ | § § I , ` |`, § | 1 | `i e g ,| • . . ! 1 ur e! II; ill i q sMi # Pi ) |l . ! �: 1157460 BETH PABST State Bar of Wisconsin Form I-2003 REGISTER OF DEEDS ST. CROIX CO., WI WARRANTY DEED RECEIVED FOR RECORD 08/15/2022 12:31 PM Document Number Document Name EXEMPT*: REC FEE 30.00 THIS DEED,made between 64 Land Company, LLC,a Minnesota limited liability TRANS FEE 285.00 company PAGES: 2 **The above recording information ("Grantor,"whether one or more), verifies that this document has and Gregory Powers and Laurie Powers, husband and wife,as survivorship marital been electronically recorded property &returned to the submitter ("Grantee,"whether one or more). Grantor, for a valuable consideration,conveys to Grantee the following described real Recording Area estate, together with the rents,profits, fixtures and other appurtenant interests, in _ St.Croix County,State of Wisconsin("Property")(if more space is Name and Return Address needed, please attach addendum): Land Title,Inc. See attached Exhibit A 2200 West County Road C.Suite 2205 Roseville, MN 55113 LT File No.663622 032-2003-30-100 U/1. Parcel Identification Number(PIN) This is not homestead property. (is)(is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, Restrictions and Covenants of record, if any. Dated ? 64 j end Corr LC (SEAL) 2 ` ' — (SEAL) * Carson Sc sky, Sole Member (SEAL) (SEAL) R AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF Minnesota ) N Y' $fW N )55' W m .r2Q authenticated on • Washington COUNTY ) 5 �= t>t3SE- / YZa p^' Personally came before me on e/Z/7 t _ f , TITLE: MEMBER STATE BAR OF WISCONSIN the above-named Carson Schilsky, Sole Member for 64 Land Company, LLC,a Minnesota limited liability (If not. - .'t. :' authorized by Wis. Stat. §706.06) to me known to be the person(s) who executed the foregoing ;. instrument and acknowledged the same. - - - THIS INSTRUMENT DRAFTED BY: Larry S. Mountain, Attorney at Law Notary Public, State of Minnesota My Commission(is permanent)(expires: $0'�- (Signatures ma be authenticated or acknmvlydged. Both are not nrrrssarc.l NOTE::TINS IS A STANDARD ANY MODIFICATIONS TO'El IIS FOR\I SI101. 1.1)lit:('LE:.RI.\ IDLN HEII:D. \\ \Itlt\Nll-DE:F:D I 21103 Sl'.\TE:BAR OF WISCONSIN FORM NO. 1-211113 •'I'pc name below signatures. St. Croix County 1157460 Page 1 of 2 LT File No. 663622 EXHIBIT A Lot 3 of Certified Survey Map recorded in Volume 32 of Certified Survey Maps, page 7135 in the office of the Register of Deeds for St. Croix County as Document No. 1155605, located in the Northwest Quarter of the Northeast Quarter of Section 1,Township 30 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin. St. Croix County 1157460 Page 2 of 2 'We.Dept d Safety and Professional Services SOIL EVALUATION REPORT Page 1 of 3 Division of Safety end.Buidipa in accordance with SPS 386,Wm. Adm. Code Attach comprises Lila pin ail paper not less than El1/2 x 11 Indies in sine.Plan must St Croix include.but not tin l triesllical and bor®rder reference point(BM),direction end Pero"1.0. from 032-2003-30-100 percent dope,Wiled'&natrions,north snow,and locwtton and distance to nearest road. Pt a pMt all lnformatlon. Reviewed by Dale Personal Information yea Mod!ray In medlar seeergfr purposes(Pr aaa lane,s.16.04(1)(m)i.' I Propsrty'Ownler Property Loofon 64 Land Compaq?,LLC Govt Lot NW 1/4 NE1i4 S 01 T 30N R I om or)y Propai{y OfIms411 area..dl!esaid.Nam Loult 0 Block if Sube or CSW'•'10922 Stonebidge Tr. 03 ns Proposed CSM Cty ` ••LlItale Zip Cods Tim L.f Phone Number OUT'"a set Crow Nearest Raad • Str71.1.11 es . ,:..I MN l ._53°82 I I ) � c r 1 1806 Ave.do St.Rd 64 G Naitecni tr)WIOn amp RMidmbel/Number of bedrooms 1BD Code derived design flow rate TBD GPO Q Rep6 imt '.0 Pudic or comerdal-Describe: Parent material _Glacial Outward' Rood PIN elevation M applicable Ns n• General comments So Ev.1ol�on Ided for subdivision review and reoonrtleridalJtires: �•, o®p purposes. Additional roil evaluation may be mounted prior to PO'W1S deil1gd and installation. Site suitable for mound dispersal cell. Design loading rate-0.4 gpd/sq.ft. Proposed Infiltrative.urfaoe elevation—102.25'at 6"above 101.75'contour. nDaring Pit : .Ground surface elev. 101.67 ft. Daph to limiting factor 39" in. ,Sol Appicition Rats Houton; :poi. DCnim idCdl Re` RedaxDescription Tehrre Structure asiu•tar Boundary Rode GPOdL' •. .:,Ail.. Hunt''.: IN.Ed.:Cent color Or.Sr_Sh. 1101 "EIN2 1 . i oyeil3 NOt48 • al 2fgr mvfr aw 2v1;f 0.6 1.0 2 943 -10YR4/4 ., NONE Ivfs On ml ai 1 vf,f 0.4 0.6 3 13sa9 1(tYR414 NONE Ifa/s/oa Os8 ml aw lvf 0:5 1.0 4 3949 101'K4/4 far7iYR5/e - lfa/s/oos OeQ m1 aw lvf 0.5 1.0 saturated Bow observed at 39" Ill Bain)0 gg 101.59 • Pit Ground surface also. Depth to boiling o. Sol Palloalion 33" R DepthRats Ho!hoon Depth Dominant Coke : RedonxDepagtion Texture Sbuclure :Ionsislance Boundary Roots . in. &Matadi: au.Ss- Coat Color Gr.Sz.Sh. •t;MNv1 'ffw 1 0-8 10YR913. NONE el 2fgr mvfr es 2vff 0.6 1.0 2 , 8-17 10yR4/4 .; . NONE Is/Ifs Dag ml aw ]off .0.5 1.0 3;. . :'17-33 1OYl1;Sp4`.. Non a Osg ml cw _ 0.7 : '1.6 • 4 • •3.3-'76 7,5YMJ3• mid 5YR4(4 1v11/a/a l csbk ml - - 0.4 . 0.6 at thieved flow eeved . 'Ewe iO*61 10.I>30 S 2207 pit,oaf TSS 30 4160 • • t! D •<90 mpt and TSS <30 mp& C13 M,*Mlaale.meg CSTNirker . stare . . James IL illomilson ' 30021 Dab • Concluded Telephone Number 340 Pt'!am Para Lvov,Osceola,WI 54020 April 27,2022 (715)248-7767. SBD41330(Rl l/r 1) Page 2 of 3 0 Boring • 3 Boring iii ®Pit Ground surface elev.99•8eh. Depth to Smiting factor 46 in./elev.95.8k Sod nppkaeon Rate Horizon Depth Dominant Color Redox Description 1 Texture Seudure Consistence Baandry Roots GPD/R2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •E1W1 •EiM2 1 04 10 YR 3M SL 2 FGR mvfr CS 2VF,FM .6 1.0 2 9-15 10 YR314 LFS 0 SG ML CS 1VF,FM .5 1.0 3 15-37 10 YR 4/4 LFS 0 SG ML CS 1 VF .5 1.0 4 37-46 10 YR 4/4 LVFS 0 SG ML CW - .4 .6 5 48-69 10 YR 4/4 F2F 7.5YR5/8 FS 0 SG ML - .5 1.0 Boring 4 Boring a 0 Pk Ground surface elev.99.6k Depth to lunging factor 31 In./elev.86.8§t. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Strudus Consistence Bouailry Roots GPDIFta In. Mursell Qu.Az.Conk Color Gr.Sz.Sit 'Ettt1 Tan A 0-9 10 YR 3/2 SL 2 M BK MVFR CW r .6 1.0 B 9-20 5 yr 6/3 SL 2 M CPR MFI CW 1 VF .6 1.0 C 20-31 10 YR 5/4 S 0 M SG ML GB --- .7 1.8 C1 31-37 71 4/3 7.5 YR 4/4 F1D S O MSG ML GB - .7 1.6 C2 37-43 7.5 YR 32 SL 0 M SG MVFI - R 1.0 0 Boring I i I Boring 0 ® Pit Ground surface elev 98•15tt. Depth to limiting lector 41 in /dev.94•71 Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounden/ Roots GPDIFP In. Humph Qu.Az.Cont.Color Gr.Sz.Sit •E11M1 •EftM2 A 0-5 10 YR 32 SL 2 M BK ML CW 1VF .6 1.0 C 5-12 7.5YR4/3 S 0 M SG MFR CB - .7 1.8 C1 12-18 10 YR 5/4 S O M SG ML CB - .7 1.6 C2 18-37 10 YR 5/4 S O M SG ML CW .7 1.6 C3 37-43 7.5YR 32 S 0 MSG MFR - .7 1.6 i •Effluent/1 -BOD>30 S 220 mg/L and TSS>30 S 150 mg/L •Effluent lt2=BOD,S 30 mg/L and TSS S 30 rnglL PITS 4 AND 5 where done on Nov 8th 2022 Site has been purchsed by Greg Powers. soil tester Paul Koehler Mp 225410. 321 Wisconsin drive New Richmond wi 715-246-2660 pau i©countrysideph.com use pit 2 . done by Jim Thompson along with pit 4 and 5 .£Oi y' . . •scoitile . prE has �� wE . .. -I.'" . a�,�..,�� _ •._ • rit ./. I, . . i A j. f • itser t psb a • • Plieil iidixir 5d� a � 82- • 43 , i �,;. / /,y�t CAI • ,f �. of .ter t �/ .�1 i I . it •r i • s •st.1'AO* .... -,_ .. .: f.. or e. . - 4 r• e • � • ` - �� 40. yG6b `_ ..t. 0 0 • 1155605 BETH PABST CERTIFIES SURVEY MOP REGISTER EDS ST. CROIX CO.,F co., WI LOCATED IN THE NW1/4 OF THE NE1/4 OF SECTION 1,T30N,R19W,TOWN OF RECEIVED FQR RECORD SOMERSET,ST.CROIX COUNTY,WISCONSIN. 07/06/2022 04:00 PM CERTIFIED SURVEY MAP VOLUME: 32 PAGE: 7135 LEGEND REC FEE: 30.00 02, ST.CROIX COUNTY SECTION CORNER POSITIONED PAGES: 2 FROM COUNTY COORDINATES.POSITION VERIFIED WITH MONUMENT AS NOTED OR TIES OF RECORD BEARINGS ARE REFERENCED TO THE NORTH- ❑ 3/4"X 18"IRON REBAR SET WEIGHING SOUTH 1/4 LINE,SECTION 1,BEARING NO13"09'04"E. 1.50 LBS. PER LINEAR FOOT (ST.CROIX COUNTY COORDINATE STS I tM). 1 5/16"IRON PIPE FOUND THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB NO: 22-14 DWG: CSM ■ 3/4"IRON REBAR FOUND DRAFTED: 3/31/2022 FIELD: 3/09/2022 PROPOSED DRIVEWAY LOCATION(FINAL LOCATION 'This map contains areas that are subject to the Shoreland DETERMINED BY TOWN OF SOMERSET) Overlay Zoning District. Additional restrictions apply. Contact the WETLAND(SEE WETLAND NOTE) Community Development Department for further Information." STATE TAUNK HIGELIV 264- CENTERLINE EAST BOUND LANE N1/4 COR.SEC. 1 a ,u WARRANTY DOC.. 146731 a NT10g20"E 389•17'02""E 312.70' oth AVENUE I___________0-- kOl ��p12g HOUSE v 589"17O2F) 370.111 5 _J 88 — g61.�$f O m g❑"I W I LOT 1 GARAGE b SURVEYOR 5.68 ACRES 0 0 ! EDWIN C FLANUM o: 247,553 SQ. FT. MADE - b NORTHLAND SURVEYING, INC. ;I I I 5 ^ry POND ❑h P.O.BOX 152 �-I x Gr N89"1T02"W 727.94' AMERY,WI 54001 01 my E❑ EXISTING El288.55' ❑ 167.30'�'r PREPARED FOR: (B) FIELD DRIVE C] ACCESS Qq'O,� `Jf N18"45'48"E 1041 7 2,34.13 266.42' y� CARSON SCHIFSKY 387'54'40"E 52.38' VARIABLE 589"1T02"E 560.55' C1 'e 10922 STONEBRIDGE TRAIL N. (A) mi WIDTH r r STILLWATER, MN 55082 - - -AI_ - , k oT i� S % `6, UI •-• „,, N89"1T02"W 555.14' 'tih~ c ,\ S y \ r SI 21 he d 327.49' ❑ 175.00' 8 `mow, 'N •j-I of ( •d 52.65' 502.49' hti pl y ��.., :. 1 1 W if. o0 al LOT 3 AREA a.� �I 3.19 ACRES INC.R/W — — I • a "1 LOT 4 ti~pN. LOT 2 1 r 138,992 SQ. Fr. 3 I o oti 8.35 ACRES 3.03 ACRES EXC.R/W ui I X'S °�6., 363,694 SQ.FT. � 131,855 SQ.FT. v I o1 I `282.57' rii�� 606.53' E LOT 4 AREA 9I ) 229.10' 377.43' es. e 3.63 ACRES INC.R/W ( 158,240 SQ.FT. I N89"59'39"W 660.00' x - 3.17 ACRES EXC.R/W (- (R-589.09'12-W) H 138,089 SQ.FT. f= I I 20'WIDE UTILITY f ri }� t-� EASEMENT FOR UTILITY S W Zi ib]I 2 III P,r�cC TO LOT w 441�141 5 1 III LQTI-C.S.M. In 1\811,�� I I I33' Z.4�.jQ3Z GQC. 136�9360 e ♦ •J c H— z p1'i 133 SOUTH LINE OF THE NW/4-NE1/4 r s lam+% I1 I I N8(R-9'39"W 236.76' of i I LOT 1-C.S.M. 44I V.5 P. 1462 DOC. #395560 _ " .e. - _JI'I I a- WETLAND NOTE: y'114 11 6/11 6.\\�,` � WI PREVIOUSLY RECORDED DATA APPROXIMATE WETLAND LOCATION I _ A=(SB6"03'26"E) PER WISCONSIN DNR SURFACE WATER - - _L- i q., B e(N20"3T01"E) DATA VIEWER MAP,IF CONSTRUCTING — -T yigll C=(NO2"29'30"E) NEAR A MAPPED WETLAND,A WETLAND I ILII . I"I m D=(N67"48'34"E) DELINEATION MAY BE REQUIRED. I N a ~I E=(N81"10'34"E) 9I,�It1 SCALE IN FEET 1" a 250' pilol F=(587"25'48"E) S1/4 COR.SEC.1 0 250 500 SHEET 1 OF 2 SHEETS 30- 1 /SS St. Croix County 1155605 Page 1 of 2 G 57—w2022— 0(90 • • ����jj�� I% I I) Wis.Dept or s R.F.,9 F��e 6s� SOIL EVALUATION REP Td, C1 Page 1 of 3 Division of Safetyand Buildings MAY 02 20t!accordance with SPS 385,Wis. Adm. Code County St. Croix IN, 154,St Attach complete site plan on paper not less than E 1/2 x 11 inches in size. Plan must include,but not imited tgl.eirti akatndtha"•9contal reference point(BM),direction and Parcel I.D. from 032-2003-30-100 percent slope, salWalt@friiiinfilipi013164100111rOW,and location and distance to nearest road. Please print all Information. R7Led by GDP Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). z //ilin, I glg1 �� Property Owner Property Location ���!/J (((//11 { (( 0 CI 64 Land Company,LLC Govt Lot NW 1/4 NE1/4 S 01T 30N R 19E(o Property Owner's Mailing Address Lot# Block# Stbd.Name or CSM# 10922 Stonebidge Tr. 03 na Prepersettetof 32 - 713S City State Zip Code Phone Number Deity ['Village Qrown Nearest Road Stillwater 1 MN 1 55082 1 ( ) Somerset 1 180th Ave. &St. Rd.64 G New Construction UseD Residential/Number of bedrooms TBD Code derived design flow rate TBD GPD 0 Replacement Public or commercial-Describe: t/► Parent material Glacial Outwash ORAOlto/rn flood Plain elevation if applicable Na 71n61 X ft. General corr"nents Soil Evaluation completed for subdivision review and recommendations: p purposes. Additional soil evaluation may be required prior to POWTS design and installation. Site suitable for mound dispersal cell. Design loading rate=0.4 gpd/sq. ft. Proposed infiltrative surface elevation= 102.25'at 6"above 101.75'contour. I Boring# o Boring a Pit Ground surface elev. 101.67 ft. Depth to limiting factor 39" in. Soil Application Rate Horizon Depth Dominant Color. Redox Description Texture Structure consistence Boundary Roots GPO/ft ' in. Munsel Qu.Sz. Cont Color Gr.Sz.Sh. 'E1f#1 •Eff#2 1 0-9 • 10YR3/3 NONE sl 2fgr mvfr aw 2vf,f 0.6 1.0 2 9-15 10YR4/4 NONE lvfs Osg ml ai lvf,f 0.4 0.6 3 15.3g 10YR4/4 NONE lfs/s/cos Osg ml aw lvf 0.5 1.0 • 4 39-69 10YR4/4 f2f 7.5YR5/8 lfs/s/cos Osg ml aw I of 0.5 1.0 saturated flow observed at 39" 2 Boring# 0 Boring 101.59 33" 0 pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft ' in. MunseN Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'Ef#2 1 0-8 10YR3/3 NONE sl 2fgr mvfr cs 2vf,f 0.6 1.0 2 8-17 10YR4/4 NONE ls/Ifs Osg ml aw I vf,f 0.5 1.0 3 17-33 10YR5/4 NONE s Osg ml ew _ 0.7 1.6 4 33-76 7.5YR4/3 mId5YR4i4 lvfs/ls/s lcsbk ml - - 0.4 0.6 saturated flow observed: •Effluent#1 =BOD s>30<220 mg/L and TSS 30 <150 #2- D , 30 mg/L.and TSS <30 mg/L CST Name(Please Print) • !nature CST Number James K.Thompson , `,p 30021 Address Date Evaludtion Conducted Telephone Number 340 Paulsen Lake Lane,Osceola,WI 54020 April 27,2022 (715)248-7767 SBD-8330(RI I/11) Property Owner 64 Land Company,LLC Parcel ID# from 032-2003-30-100 page 2 of 3 3 Boring# 0 Boring o pit Ground surface elev. ft. Depth to limiting factor 66 46 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Qonsistence Boundary Roots GPD/ft 2 in. Munsel Ou.Sz. Cont Color Gr.Sz.Sh. •Eff#1 •Eff#2 t 0-9 10YR3/4 NONE sl 2fgr mvfr cs 2vf,fin 0.6 1.0 2 9-15 , 10YR3/4 NONE Ifs Osg ml cs lvf,fin 0.5 1.0 • 3 15-37 IOYR4/4 NONE Ifs Osg ml cs lvf 0.5 1.0 q 37-46 10YR4/4 NONE lvfs Osg ml cw - 0.4 0.6 5 46-69 10YR4/4 f2f 7.5YR5/8 fs Osg nil - - 0.5 1.0 saturated flow at 46" Boring# B0 9 Pit Ground surface elev. ft. Depth to limiting factor in. I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft ' in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. *off#1 '`Eff#2 • • Boring# ,a Boring Pit Ground surface elev. ft Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPD/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 • 'Effluent#1 =BOD 6>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD 5<30 mg/L and TSS <30 ng/L The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. SB0.8330TW(RI III I) I ' /coded"roil 6e.dtti, se;'a..Ach t7YonP/4 A ex/sem Jlade ci ✓ 5cA/t. /v td 5"..-.72W 4Aler 41Laad G.,.1..e4,- /09Zt.564 6. .0.,Ti/. S6'//c414e./,sm.6:1-042. NJ •t03 ofprefist.despf Y i nwYl ne fsee.o,r.io4., O +Q,gcJ,T.ofSomerJaA ie. Cr,%x Q..,w7/. 4-or ,c/. o✓es,2-2ctm jo-ytr by o vA.;r • OP St.3d' ''' ' so ' d 'i /0954 z"sek• 'Ade• --- -- .-- . I silt Ass td Lk"2/00 o; ',r ',- Z ' B W -- - �' 0' - i , : ., • -' R .�° / ' ^� / , �' i ,, �' rl ,- , ' ,, . �s , 4 Ate'- I ..N 81 . tea' Ag•AA: or /�1 # 30 3 Ad•sfaiet•F./ea ' /03. ' � qc, V...)1/ -)c. Q 's per/ �i � o4 \ \ . F . a oN. 0 0° e 3 ;\ Si / n7 op V J v. ) E i N r 1 C�Q y 7111 N. Cr' \�� �,� �, �_ <4., 4 qqO � V L tO ��1i \ C? ` Q M \ \ .o I\ ,.. . a � � I v, cl \ v h \\ i I CA. • { I M I � I I C.BA AREAS(EXCLUDING SEPTIC) MAY 02 ZOZZ tsm_aeaa_0 I') LOT 1-3.2 ACRES LOT 2-4.8 ACRES St.Croix County LOT 3-1.81 ACRES Communit Development LOT 4- 1.21 Acres CERTIFIE RVEY MAP LOCATED IN THE FRACTIONAL NWI/4 OF THE NEI/4 OF SECTION I,T30N,R19W, gisiiiiii 30%SLOPES TOWN OF SOMERSET,ST.CROIX COUNTY,WISCONSIN. gth NM 25%SLOPES LEGEND � ���� L >12%SLOPES 0 ST.CROIX COUNTY SECTION CORNER POSITIONED FROM Mt1NTY COORDINATES.POSITION VERIFIED WITH MONUMENT AS NOTED OR TIES OF RECORD BEARINGS ARE REFERENCED TO THE NORTH- ❑ 3/Y X 18'IRON REBAR SET WEIGHING SOUTH 1/4 LINE,SECTION 1,BEARING N00°09'04'E. 1.50 LBS.PER LINEAR FOOT (ST.[ROD(COUNTY COORDINATE ST5IVA). • 1 5/16'IRON PIPE FOUND THIS INSTRUMENT DRAFTED BY EDWIN FLANUM 3OB NO:22-14 DWG:CSM • 3/4'IRON REBAR FOUND DRAFTED:3/31/2022 FIELD:3/09/2022 PROPOSED DRIVEWAY LOCATION(FINAL LOCATION DETERMINED BY TOWN OF SOMERSET) "Ws map contains areas that are subject to the Shoreland Overlay Zoning District. Additional restrictions apply. Contact the O SOIL BORING Community Development Department for further Information.. N1/4 COI.SEC.1� _—- - - uATf,muff HIGHWAY 554' S8r1712E 312.7O74 —- �� ,�f Aq 589°IT02'E 370.15-L j '---- — k .T i W LOT j SURVEYOR I � EDWIN C RANUM 7:ss54 Rk: NORTHLAND SURVEYING,INC. ZI I i I- C. t4 /7.'024*'S;V':. a 2 AMERBY OX 1554001 4 ACCESS AS PREPARED FOR: N1r494rE 104 III 29!'.m '� 28w( r - CARSON SCHIFSKY SBT8f4rE S2.3r �' ti97.S5' 10922 STONEBRIDGE TRAIL N. xRI l e 't s STILLWATER,MN 55082 f __—a4-- {" I `. : t ' •e4f.., y /,yd 2'1 . G, f�y $ 11 - :-i {. p 14'Ali gili Ul I 1 i IT' b ■ 'BILE { . �� ! CIIirt 5. o r, 52. il SOe+RV. I I �I �� ZI LOT 3 AREA w ,i o_I L - �I 3.19 ACRES INC.R/W `, it -1 It,:' .l l r 138,992 SQ.FT. $� (� ,° 3.03 ACRES EXC.VW 11 z jm I ¢ '( 4 131,855 SQ.FT. oI I ' ' I el a l 1 LOT 4 AREA 91 (t E 3J01BI-" fl. `" ''" a:is:'?e 9 3.63 ACRES INC.R/W NIr6188'W 880.00' x 158,240 SQ.FT. EXISTING ;1:.V: 3.17 ACRES EXC.R/W ———— VI DRIVEWAY LOT 1•C.S.M. i h 138,089 SQ.FT. —JINII �.4 .1Q37�..3 sl ' Ig;Ilis a �I I 2 l 1 SOUTH LINE OF THE NWJ3 4-NE1/4 L.—_ N All11—II! II N8r '8rW 9f 238.76' '1•iT •F5 I LOT 1-C.S.M. Id1. yl V.52.1152 DOC.03 W vclisl1 I ill 1m 1„1 SCALE IN FEET 1'=250' S1/4 COI.SEC.1 0 250 500 SHEET 1 OF 2 SHEETS 1 ° `. H 4 A 2 d O 01 ill a o U � al a s � lA tm: Z g i o a\ 0.tty in q e ° t C d' e 1e19; 1 tia _. d O , ^^ Y a r E ; O W � 30� gwe ! � rt C � 4 41 PG '� e �' G .� ! ear: Alw U W z C. W a`sa = T1 ;:iisi- a4 W a1 L. g aFnFEV �'Ca 8' F �' ..1Eml W Immq ch4lLzi .°.`oar .... a12 4 .1yl.CywhU' ze O Z xz I . 1;1 4 8 g)! �- - w li) • � ow E'llin 0 It 1 ti a C7 a A z z L. CO it a Cxc 4 � H Oo - U Z 4tel a o�o• V1 oc_A ° tt- of _ � Lrad 8 K.,11 1 , . i• .... (1) w J :- . - _ x 0.1.4 p• 4 IJI P-4 ^ oMH �.,• r111V4 � [ i wp ` T o4 CO