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r Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420790 0 (ATTACH TO PERMIT) GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Q 2,V Permit Holder's Name: City Village X Township Parcel Tax No: Grand Properties L.P. Star Prairie Township 0 s /0(oN' CST BM Elev: Insp. BM Elm BM Description: r t ^ SectionlTownlRengelMap N . C. % . [� d 16.31.18. a i c TANK INFORMATION ELEVATION DATA jo . 8t, -4 P- % 1 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. `7 . (1i- L I Septic Benchmark *� �vt�Ks i� 3•ti� X03. roo•� o Dosing Alt. BM O It . q 1 Aeration Bldg. Sewer :3? to 1-2-7 Holding SUHt Inlet 9 , I v J 5 .1 I TANK SETBACK INFORMATION St/Ht Outlet 3� q TANK TO /L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f Dt Bottom i .� . ' ( $ 7 Dosing B ` 7 r Head rlMan. 5-4 O jj. Aeration Dist.. 5 Holding Bot. System 7 PUMP /SIPHON INFORMATION Final Grade /0/.6 Manufacturer GPNI nd St Cover h 1 ;2 - 1 Model Number -- % N , 5Z' �� Cv n i � .9 TDH Lift Frictio Loss System Head TD Ft V i- 14 11 a •5� .1, V' a' 5 l Forcemain Length \ Dia. Z u I Dist.toWell 5.Z 5 1 4 SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 75- 1 1 1 &o-A SETBACK SYSTEM TO JPILW BLDG IWELL LAK&IS LEACHIN Manufacturer: INFORMATION Type Of System: \ CHAMBER O e" O ,,- n 2 v �2� ( 2—ob, J UNIT Model u DISTRIBUTION SYSTEM , Rlntak-d Header /Manifold Distributio n x Hole ize x Hole Spacing Vent to Pipe(s) S ?) ) <i Length Dia Length Dia ' Spacing J 7 / r -'0 > r SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded Ich Bed/Trench Center Bed/Trench Edges Topsoil Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: to / ZS / 04 _ Inspection #2:�/ ' Z f , H'tw� Ptow Location: 1085 220th Ave New Richmond, WI 54017 (NE 1/4 NE 1/4 16 T31N R18W I nt 1 Parcel No: 16.31.18. 1.) Alt BM Description= iD'Ea S ; z 036 -"e- 2.) Bldg sewer length = I �c - amount of cover = 3.) Contour = 7 pp Plan Required? Yes Use other i s de for additional information. No t._ G0 -- SBD -6710 (R.3/97) Date Insepctor's Sign ture Cert. No. ` Ad (4-14-05 to uv Safety and Buildings Division L vision 201 W. Washington Ave., P.O. Box 7162 ��� N visconsin Madison, W1 53707 - 7162 De artment of Commerce 2 2 0 Sanitary Permit Appli � o ber In a ccord with Comm 83.21, Wis. Adm. Code, personal sion be used for seco ses Privac La , I. Application Information - Please Print All Information a P 1 4 2003 Number ' Property Owner's Name S . CROIX COUN1`r ] Parcel Number G N & P eTiE-S L. P S1 CZOIN NO0),,rFICE 03 _ 1 0 6 4 -►o - as A JA Property Owner's Mailing Address Property u Location { �Q 7/ R % u +eV 51. SU 1 7� N l00 C A)L'.4:5 T / N,R 6 City, State Zip Code Phone Number Lot Number Block Number Subdivision Name CSM oS�jtber J w� 51/0 7r/ - 2 7 -s9U0 116(z5E? Be ins CY ,b P II. Type of Building (check all that apply) " Per SwL. t ° ity (,Y I or 2 Family Dwelling - Number of Bedrooms 3 ❑Village ❑ Public/Commercial - Desc U (gTownship 5T4 gwl e6 �.nr ((�� Nearest Road ❑State Owned t x � W10.11�v�N t�.;e.QQ � " = � .O$ t , �" 5 a'Z 0 A ut= III. Type of Permit: (Chee0only one box online A (n6mbering scheme for internal use). Complete line B if appli cable) A For County use 1 New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to S stem Tank Orgy Existing stem B. 11 Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 219 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' rsal/Treatment Area Information: Design Flow (gpd) Dispersal �, Dispersal Area Soil Application Percolation Rate -System Elevation Final Grade R, 'red(40 -� Proposed (`�SDt� Rate(Gals./Days/Sq.Ft.) (Min-11=12) Elevation yso 900 C CU d yq .5 13 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank /000 - l Qoo Dosing Chamber g 8 ©o 1 I VII. Responsibility Statement- I, the undersigned, assume responsibility r installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number t�� 5cr�m , r >L �> 0 223 7C 0 715 - 6 6, u Plumber's Address (Street, City, State, Z' ode) 64 /s ©; ,y kF Sow,,6es�-7 VIII. County /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Approved ❑ Disapproved Surcharge ee) ❑ Owner Given Initial Adverse `� 7 ;� �� ` Determination J - I 14 IX. Conditi ns of Approval/Reasons for Disapproval o.4 fwr Attach coro plete plans (to the County only) for the system on paper not less than 81a x 11 inches in size SBD -6398 (R. 05101) i R +A' 0 � -q /DO -1 _- _ - - { 2 ' AMC MAW W C SOD ,�,h L i' C, %VOUG�►% 5. :�. oil A-too 44$9 i i Cor�� , .4)r rt. •� y cd OF - '71 /� ►� eQ sr Su - �r i SOS r ,� �F /�f•� -,! �"Yt�,2`�- �� - _ '. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 *hsconsin www.commerc .wis ons Department of Commerce vwvw.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary March 10, 2003 CUST ID No.223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/10/2005 Identification Numbers Transaction ID No. 844221 SITE: Site ID No. 656366 Grand Properties / Mike Germain Please refer to both identification numbers, 220TH Ave above, in all correspondence with the agency. Town of Star Prairie St Croix County NE1 /4, NEIA, S16, T IN, R18W Lot: 1, FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 893983 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 con chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. APP The following conditions shall be met during construction or installation and prior to occupancy or use: DE RTMENI OFW General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the am COf" "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the 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. Stat r - JOHN F SCHM ITT Page 2 3110103 • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and P p b P maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 7 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer 11, Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce. state. wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 SCHMITT & SONS EXCAVATING 586 Valley View Trail Somerset, WI 54025"1 715 - 549 -6651 MOUND SY ® ®�/ For: Grand Properties L.P. (Mike Germain) Address: 712 Rivard St. Suite 100 Somerset WI 54025 Legal NE1 /4 NE1 /4 S 16 T 31 N R 18 W Township: Star Prairie County: St. Croix Lot 1 220th Ave. C ontents Pagel Plot Plan Page 2 System Cross Section Page 3 Pipe Lateral Layout Page 4 Dosing Chamber Page 5 Pump Curve Page 6 Management Plan Attachment 1 Soil Evaluation Report lanally Attachment 2 none OVED OF COMMERCE Mound Component Manual (Version Z 0) o dui SBD -10691 P(N. 01/01) SPOND E Pressure Distribution Component Manual (Version 2.0) SBD - 10706 -P(N Ol /01) By: / /4" MPRSW 223760 Date: March 1 4, 2003 p4c i G R+ A ,v 91 5 - . 27. _ 0 ye 41 10D -_ - _ _ _yG 3 'C MIAW g j 3 3 _oexvnt W �t_c __ 500(,ht- t'C Nrr�eaSE i , 000 G.�� uV� A -too 4 -4ut g i 'A At% l3r�t joP �< Z Pit ��P� t✓[. yB.S -- -�- I I I n -- -- - CRAn).© PP- OAMTAts �. - -- 7/Z ✓Afe p Si S4 74e %Od + � / �? /S G` iTN' 4c - , -- - -- I ' �I Page 2 Cf 6 Straw, Marsh Hoy, Or Synth Cove ASTMC33 Distribution Pipe Mod um Send r+ a 6 Topsoil s R SYS. ELEV. '%► Slope Bed Of !fi 2 1 force Main Plowed Aggregate Layer (61" Below Pipe) p . Ft. S e ction Of A Mound System Using E 2 2s Ft. Gross S 0.79 F t. A Bed for The Absorption Area G 0._50 Ft- A 6.0 Ft. H 1 oo Ft. Signed: t Ju g 75- Ft. � K 10.4 3Ft. License umber: MPRS 223760 L 9 5.9 Ft. Date: - - j r.4_...5•, Ft. Alternate Position I 26.6 Ft. of of 37.3 Ft. Force Main �'''��► L ' 1161 �iM4 B Crom•�nd of Bid K ja Force Main -- — _� ----------- Distribution 8ad Of z Pipe Agare401e l Permanent Markers Observation Pipe 115 To 00 B From End of Bed tan View 01 Mound Using A Bad For The Absorption Area r Page 3 of 6 Turn -up with Cieanout Acceea c Plug or Batl Valve -- t PVC Force Main Distribution Lateral i s PVC Manifold x _ x x X/2 Distribution Lateral layout i P • S „�.a.Q...F t . X 3 0- IochRc Hole Di ameter .,4ia„ Inch i�%G1�i�L - �1. �� Signed: J lateral 1„ Inch(es� License umber MPRS 22 m n i fol d " ]� Inches Date .... „ �2-0.. .3. Force Ma 4 n " 2 inches # of holes /pipe Invert Elevation of Laterals 1QQL 1.3 Ft F4Gi' 4 pUro\p CMp%l b[.R CsLOSS SECT'OW AND SPECIr CATlDk'S VC WT CAP 4 C.Z. V ENT ►lPC _T WEAT34EK FILOOIF APPROVED LOCKIMCP { .lusJCTION BOX VIAAWHOL.E COVICK • t R' t MIl14 luifrll. � Il °Mitt. 1 ' �IIN11uw uN 11et_s!i � i AIR fUTAKE i GRADE S COIJGUIT PROVIDE IIUL.0 T ..� AIRT�a:t1 SCAL i ; j I � �, F r 4lp vt� sS)IN1t APflk*Vf.0 JOlt,i'f f A Ii v# , fin W/ t. %, PIPS i ( vAnU IYfi 3 ' ALARM CKTCNOIN4 3' 21.76 gal /inch ( ONTO SOLID iON. OIJTO i0610 %OIL 1 I i ( I ow C i CLCY. g 0' 3FT �_� Pt1MP -� Off w. Q CONCKETC & L OCK , � $" APAlMY KISCIL EXIT PCRMITro (UJLtJ ii' TAWK MAAIUFACTURCR HAS SUGH APNi1QVAL. trI S ATI� ...3 SEPTIC SP }' C C C �.I D05� T�3 MAVUiA[7'ua�f�: Weeks ►JUMbEP► of Do>+EB: +$5 PER W►1{ TAJJK 4PIUL. : 800 &ALI.Ows 0056 VOL.WMt LA MAUUFhGTUiCCR' Septronic Tankmate_ MC1.U0IM, * RACKP40W: 87.04 6A��or�t AOOCL &JUM1&M TM - CAPACITIES: A a _._l.9_.. OR41 3 44 WtiL01S5 SIWSTCI4 TuP6:,.. Mercury 5u 4 ....3 2-Cr&LOUS UMP A&MUFAZTURE1l: ,..- Zoeller ! G ■......�....nawr Olt 87.0 GAj.LON>< AkODEL IJUMt4SIMt -1 0 - ._. OR 1.: 1?GALLGIJC S ThIPL: _ Mec llanical L McJE: PUMP ANO Al-AILM ARE To 4L Miulmum DISCIARG6 RAT*_' 39 GrM INST'hi -LED OU 5EPA4KATE wKe ITb VCKTtCAL OiffCLEM" 6QT'WCCA1 PUTAP OFF II.IJD,D15TR4bUTtOW P IPE - 10 . 0 FECY + Aim)^UK NETWORK SUPPI.`d t KErbSU ... . . .... .. 3.25 FEET + 10_00 FCET OF FORCC MAIN X 3. 2.4 ... F /o OfLFK 1 CY 4 OM FAC70R . 24 FELT � T'OTaL MAJAMIL M MAD = 1 -..4. FLET 2U of 4NTCRf�iA1. DIMLW6106JP OF 'T'AWK: LEWCPTM ��. � .iWit}i"F4...�.r...�..j1.1Q111O D�i.PTM 3 ..r ..�., MPRS 223760 9iCi1JEC: ti1 t_tCEfJSE ►iUMf3ER: 3 -2 -0 D�'tE....,........., i Page 5of 6 TOTAL OYNAMIC HEAD /CAFACJY HEAD CAPAMY CURVE PER MINUTE EFFLUENS AND OEWATERING �1 MODEL 152/153 r I w� MODEL 152 153 50 Feet Meters Gol. Liters Gal. Liters I I 7 " 1 291 5 1.5 59 261 , 12 40 10 3.1 61 231 70 1 255 152 � I 15 4.6 j 53 201 61 231 5 I 20 6. — T – A 4 167 52 t 197 i 30 r 2525 7.6 159 34 129 42 8 ! I I 30 9.1 23 87 33 125 35 t0.7 -- -- 22 85 a I 2 L 4 — t O — E410 1 2.2 1 - - —'� ' 4 cF V,o!oe: 138.0 Ft. (1 44.0 Ft. (I3.4rn) 10 01 4M o i 20 40 60 80 100 GALLONS I LITERS 80 160 240 320 6 I/4 0 3 21-/32 –�-- —4 5/8 F'_OW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS i 3 2/32 • Timed dosing panels available. • 0ectrical alternators, for duplex systems, are available and supp!ied with l 3 27/32 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. T i • Sealed Qwik -Box available for outdoor installations. See FM1420, 1 I • Over 130'F. (54 °C,) special quotation required. I I 1521153 Series 12 1/8 152115 MODELS �� Control Selection I ) T i Model Mode Amps SIMDWX --- N152 115 1 Non 8.5 1 200 3 5 1/ 8 5N1.'2 115 1 Auto 8,5 Included 2 or 3 L Mood E152 230 1 No n 4.3 1 2 or 3 I BE152 230 1 Auto 4.3 Included. 2 or 3 N153 1 1 Non 1 %5 1 2 or 3 V BN.53 115 1 I A to 10.5 lod 2 o r3 SELECTION GUIDE E( 153 230 1 Non 5 3 � 2 or 3 1. Single piggyback variabEe level float switch or double piggyback variable level float f BE1 2 1 Auto 5.3 Included 2 or 3 _; switch. Refer to FMQ477. e CAUTION 2. See FM0712 for correct model of Electrical .Alternator E•Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10.0225 used as a control activator, Specify dupeex (3) licensed electrician. All electrical and safety codes should be followed Including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) floal system. RESERVE POWERED DESIGN For unusual c onditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO P T O BOX 16347 40256 Aj sv>yle. -0347 8H/P 7 96(.4 Cafla Run Road c, ) 74.36 r96 rr> S.vE /,939 !O_ I ® 1502) 7?�213r • 1(800) 928 -PUMP _ FAX'(d02) 7 74-36 -196 S copyright 2001 Zoeller Go. All rights reserved. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pa ge of 6 FILE INFORMATION SYSTEM SPECIFICATIONS I Owner Grand Pro e r t i e s L.P. Septic Tank' capacity 0 al C3 NA Permit #. Septic Tank .Manufacturer Weeks t] NA DESIGN PARAMETERS Effluent Filter Manufacturer Zabe 1 0 NA Number of Bedrooms 3 O NA Effluent' Filter Model _ NA Number of Commercial Units NA : Pump Tank Capacity 800 a1 13 NA Estimated now (average) _ 300. al/d Pump Tank Manufacturer Weeks ❑ NA NA I Design flow (peak). (Estimated x 1.5) 4 5 0 al/d Pump Manufacturer Zoeller t7 al/da /ft= Pump Model 15 2 C NA Son Application Rate 0. 5 Month average• Pretreatment Unit 03 NA lnfluent/Effluentouality O Sand/Gravel Filter ❑Peat Filter Fats. Oil & Grease (FOG) 530 mg/L O Mechanical Aeration O Wetland Biochemical oxygen Demand (BOD 5220 mg/L O Disinfection ❑ Other. Total Suspended Solids (TSS) 5150 rh /L Manufacturer Pretreated Effluent Quality O NA Monthly average'"' Dispersal Cell(s) p In round (pressurized) 530 mg/L ❑ In -ground (gravity) -9 Biochemical Oxygen Demand (BODE Total Suspended Solids (TSS) 530 mg/L O At-grade ®Mound ❑ Other. Fecal Conform (geometric mean) 510' cfu/100ml [3 Dd ine Maximum Effluent Particle Size Y, Inch diameter Values typical for domestic (non- commerciao wastewater and septic tank effluent. Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency At least once every 3 F] months 0 year(s) (Maximum 3 yrs.) inspect condition of tank(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y,) of tank volume inspect dispersal cell(s) At least once every 3 ❑ months [3:year(s) (Maximum 3 yrs.) - Clean effluent fitter At least once every 1 months 12year(s) At least once eve 1 months (2 year(s) ❑ NA Inspect pump, pump controls & alarm every months Gtyear(s) ❑ NA Flush laterals'and pressure test At feast once every 1 Other. At least once every ❑months [3 year(s) ❑ NA Oth At least once every ❑ months Q year(s) O NA MAINTENANCE INSTRUCTIONS one of the following licenses or Inspections of tanks and dispersal cells shall be made by an Individual carrying Master Plumber certifications: Master Plumber, Restricted Sewer; POWTS inspector, pOWTS Maintalner, Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, Identify any cracks or leaks, mea u The dispersal cells) shat be visually inspected to check theoeffluen levels the volume of combined sludge and scU or ponding of effluent on the ground ponding of effluent on the in the observation pipes and to check for any ponding of effluent on the gro und surface. The authority. ground surface may indicate a failing . condition and requires the immediate notification of the local regula the e and scum tory When the combined accumulation of sludg in any vin n equals and disposed of in accordance with ch. NR entire contents of the tank shall be removed by a Septage Se g p 113, Wisconsin Administrative Code. nests, and any compo The servicing of effluent filters, mechanical or pressurized POWTS components, b attment POWTS Maintainer• other maintenance or monitoring at intervals of 12 months or less shall be performed Y A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. 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 the dispersal cell(s). 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 whe soil`conditions are frozen at the infiltrative surface. Pa ge f of n During power outages pump tanks may fid4bov0 porrr at highwater levels. When power is restored the excess wastewater will be discharged to the dispersal califs) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of efts t. To avoid this situation have the contents of the pump tank removed by a j Septage Servicing Operator prtoriti rertestorl power to the effluent pump or contact a Plumber or POWTS Maintainer to assist In manually operating the pump'conbpls to restore normal levels within the pump tarok. Do not drive or park vehicles over tanks and. dispersal cells.. Do. not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or•eGmination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes;- cIg=de. butts; condoms; cotton swabs; degreasers; dental floss. diapers; disinfectants; fat; foundation drain (sump. pump) water; fruit and vegetable ' peelings; gasoline; greaser hecblcldes; meat scraps; medications; oil; painting products; ped - fides, - sanitary napkins; tampons; and water softener brine. ABANDONMMENT When the POWTS falls and/or Is pertnanently:taken out of service the following steps shall bA taken to Insure that the system Is properly and, safely abandoned In compPance with ch. Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings seated. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shalt 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 trade 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. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. • A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be Installed as a last resort to replace the failed POWTS. • The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. • Mound and at -grade soil absorption systems may be reconstructed in place following removal of the blomat at the Infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<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 John Schmitt Name Owners c hoice Phone (7 Phone SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name Owners choice Agency St . Croix Count 71onina Phone Phone 715 - 386 -4680 This document was drafted by the staffs of the G(een: lake. Marquette and Waushara County Zoning and Sanitation agencies. This doamtent meets the minimum requirements of ch. Comm 83=)(bX1)(d)&M and 83.54(1),:(2)1£ (3). Wisconsin Administraf." Code. Use of tits document does not guarantee the performance of the POWTS. GMW (2/01) 1108 SOIL EVALUATION REPORT Page I of 3 Wisconsin Department of Commerce Tom Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Schmitt County Attach complete site plan on paper nol, less than 8'% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Grand Properties, LP Govt. Lot .. NE 1/4 NE 114 16 T 31 _N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 CSM Pendi ___ City State Zip Code Phone Number I City Village ✓ Town Nearest Road Somerset I WI 1 54025 1 715 - 247 -5900 Star Prairie 1 220Th Ave ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 ______GPD Replacement Public or commercial - Describe: Parent material Glaci Till Flood plain elevation, if applicable General comments and recommendations: Area is suitable for mound system. System elevation is 99.63' based off contour line established at 98.55'. Depth to limiting factor is 23 ", slope is 20 %. ❑ Boring # Boring • ✓ Pit Ground Surface elev. 99 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots Efflt� PDD /ft ' E ff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 -7 10yr3/2 none sl 2mg mvfr cs 2m,2f .5 .9 2 7 -21 10yr4/3 none sl 2fsbk mvfr gw 2m,2f __5 _9_ 3 21 -32 10yr4/4 none Is 1csbk mvfr gw_ 2m _7 1.2 4 32 - 7.5yr4/4 m I pyr6 /2 /S sl 2csbk mfr - - -- 1 f .5 .9 ❑Boring # Boring ✓ Pit Ground Surface elev. _ 99.35 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff# GRDI ft ' Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 - 7 10yr3/2 none sl 2mgr mvfr cs 3m,2f .5 .9 2 7 -23 10yr413 none sl 2fsbk mvfr _gw 2m,2f 5 __9 3 23 -39 7.5yr4/4 m j 0 r' 8 Is 1 csbk mvfr gw 2m,2f .7 _ 1.2 Y 4 39 -66 7.5yr4/6 m j p Y Syr /5 Is 1 csbk mvfr - - -- 2f .7 1.2 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg/L • Effluent #2 = BOD < W mg /L and TSS 7s mg /L CST Name (Please Print) Signature: - -, CST Number Thomas J. Schmitt -- 2 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valle View Trail, Somerset, WI 54025 6/6/02 715- 549 -6651 Grand es Page 2_ _ of r Pro Property Owner _ _ �rti._ _ .r L Parcel ID # 37 Boring # Boring be Pit Ground Surface elev. 94.15 ft. Depth to limiting factor _ in. Soo Application Rate Horizon Dept4 Dominant Color Redox Description Texture Structure Consistence Boundary Rood •Eff#1 Dm Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0�8 10yr5/2 none • I 2mgr mvfr cs 2m,2f _5 _ _8 2 8 -16 10yr4 /3 none sl 2fsbk mfr gw 2m,2f _5 _ _9 3 16 -29 10yr 4/4 none SI 2msbk mfr gw 2f .5 . m2d5yr6 /8 scl 2msbk mfr gw 1 f 4 6 4 29 -39 10yr4/4 I Oyr6 / 2 -- m2d5yr6 /8 sl 2csbk mfr - - -- - - -- -- .5 .9 5 39 -55 7.5yr4/4 7.5 r6/3 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 f:FQ/ Ef # in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ' Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS <_30 mg /L The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or nnnrl m�t...iol in an oltr..notn fnrmot nlnncr+ r•n.tort fhr. riAno.rmont of AnR_')!.!._Z 1 1 ... •rry Kna_�rn_a�^r7 • ,� � �� aao � ti ��e l�� .�� -fig . M1 •vl �� c �[ , /6D.- GD r , � Pi /c 7� � a � � q I ; ' 4 Ale 0 doh Slo p,Q bm om 71d P—,'✓twp ,j �, eS 7'1►'1 ?.7 7 V See- rS -e-f. 44 t'9' / N� I ; � /Vg 167li — T N o� ;ef s 1108 w Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis, Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please prin � rewedpy Personal information you provide maybe l.aw, s. 5.04 (1) (m)). I 3 Property Owner Property Location Grand Properties, LP JUG 1 Q qnn, Govt. Lot NE 1/4 NE 1/4 S 16 T 31 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 ST. CROIX COUNTV j CSM Pending City State r City Village ✓ Town Nearest Road Somerset WI 1 54025 1 715 -247 -590 Star Prairie 220Th Ave ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for mound system. System elevation is 99.63' based off contour line established at 98.56. Depth to limiting factor is 23 ", slope is 20 %. Boring # Boring ✓ Pit Ground Surface elev. 99.32 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 `Eff#2 1 0-7 10yr3/2 none sl 2mgr mvfr cs 2m,2f .5 .9 2 7 -21 10yr4/3 none sl 2fsbk mvfr gw 2m,2f .5 .9 3 21 -32 10yr4/4 none Is Icsbk mvfr gw 2m .7 1.2 4 3 - 2 7.5yr4/4 rl2d 5y 2/8 sl 2csbk mfr - -- if .5 .9 ❑ Boring # Boring ✓ Pit Ground Surface elev. 99.35 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rants GPDflI= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E 1 *Eff#2 1 0-7 10yr3/2 none sl 2mgr mvfr cs 3m,2f .5 .9 2 7 -23 10yr4/3 none sl 2fsbk mvfr gw 2m,2f .5 .9 3 23 -39 7.5yr4/4 m 5 yyr2 / Is 1 csbk mvfr gw 2m,2f .7 1.2 4 39-66 7.5yr4/6 m V 5vr 6/6 Is 1 csbk mvfr - --- 2f .7 1.2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg /L • Effluent #2 = BOO : E . 30 mg /L and TSS S30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt zle— � 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail, Somerset, WI 54026 6/6/02 715- 549 -6651 h Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 37 Boring # Boring ✓ Pit Ground Surface elev. 94.15 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell 4u. Sz. Cont. Color Gr. Sz. Sh. Eff#1 "Eff#2 1 0 -8 10yr5 /2 none I 2mgr mvfr cs 2m,2f .5 .8 2 8 -16 10yr4/3 none s1 2fsbk mfr gw 2m,2f .5 .9 3 16-29 10yr 4/4 none sl 2msbk mfr gw 2f .5 .9 4 29 -39 10 r4/4 m2d5yr6 /8 scl 2msbk mfr gw 1f .4 .6 y IO 6/2 5 39 -55 7.5yr4/4 m2d5yr6 /8 sl 2csbk mfr - - --- .5 .9 7.5 /3 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP in. Munsell Ciu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or — A rnn +Priol ;n on o +� no +a forma+ -1.— —t—t +IkP lianarFmon+ .+ 4 14A_Z 1 e 1 — T"TV AnQ- 90.4_52777 sly Ar WN CIS T�R 90 I � I L i I � tE}t! G /X +w /rtro, liBS pfCt4lJ � : Tliah�ss Ji j4Ao ) d/,�e,,.� 7,-ad S/� 'Tl/ /V If TaWvv CI S��a►r�lrr,'�i'e NORTHEAST CORNER ' SECTION 16- 31--18 220TH AVENUE 176' .� LOT ... ..�... o .... -..� • 1.6 ACRES ° ? LOT '�' . • �j LOTS,; 2.CRES LOT 9 A 1.5 ACRES - , • -2.9 ACRE 337' ^ • 327 Al C 415' DR yEW Z • A ' L' OT 7 AY `� 1.6 ACRES 0 �o 412' LOT i O • `/ � 15 ACRES °• n - J&NT 0 411' D IVEWAY LOT 8 LOT ' 22.6 A 1.5 ACRES ACRES . 411' F ,6 Col st! /7 i ✓r c U ! O� J e-% / . SCALE 1 " = 200' CONCEPT MAP 10 LOTS - MINIMUM SIZE 1.7 ACRES - AVERAGE 2.0+ACMES I THIS CONCEPT IS SUBJECT TO CHANCE BASED ON FIELD SURVE TOPOGRAPHY. SOILS. AND REVIEW RY COVFRUMFNTAI AGENOIE9 :t lost ^i4" ", . i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer K G inl &L ,4N_0 Pea 0 4627/ 15 S el? Mailing Address 7/ Z 6✓ ,44 ST, S / - , - F /DU Property Address 9 5 .Z O 4 Ue- (Verification required from Planning Department for new construction) City/State Parcel Identification Number ., LEGAL DESCRIPTION Property Location %., F %s, See. TAN -R Z-LW, Town of s7we PeAieF Subdivision � J�s M I L' Lot # Certified Survey Map # 6F� g , Volume /f. . Page # Warranty Deed # 6 e 5! �'3 2 . Volume 19 7 D . Page # SS Spec house ® yes ❑ no Lot lines identifiable ® yes ❑ no SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of )he septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman Plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Cadfication stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three ear a iration date. /mod 3 SIG TURF O APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owiier(s) of the property described a e, by virtue of a warranty deed recorded in Register of Deeds Office. 3 pz5 o 3 SIGN TURE OF APPLICANT DATE «« « « «« « * « « «« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Deparim ent. «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 19 7 0 P 1 5 5 689539 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number I ST. CROIX CO.. MI This Deed, made between Gary E. G ron uist, a single person, RECEIVED FOR RECORD 09 -06 -2002 9:30 AN WARRANTY DEED EXEMPT i Grantor, and Grand Properties, LP a Wiscon Limit REC FEE: 11.00 Partnersh FEE: 315.00 COPY FEE: CERT COPY FEE: -- - - - - -- --- 1 Grantee. PAGES: Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Part of NEI /4 of NEl /4 of Section 16, Township 31 NorAt Range 18 West, Recording Arco St. Croix County, Wisconsin, described as follows: Lotkq 2 and 3 of Name anr�ar OGLAND Certified Survey Map filed July 25, 2002, in Vol. 16, P age 4342 Doc. No, 684958. ATTORNEY AT LAW P.O. EO)( 350 HUDSON, WI 54016 _P of 038.1064 - 10 Parcel Identification Number (PIN) This is n ot homestead property. Oi) (is not) -- Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this Zak` day of __Aug 2002 • -_ • Gar E. onquim AUTHENTICATION ACKNOWLEDGMENT Signaturc(s) Gary E. Gronquist, a sin eperson, STATE OF WISCONSIN ) - - ) ss. Count authenticated this day of —' Au usl 2002 n_ ^ -- -- Personally came before me this — day of /✓ �_ — the above named . Kristin Ogl — - -- — - -- _ TITLE: MEMBER STATE BAR OF WISCONSIN to me known to he the person(s) who executed the foregoin ; (If not, - -_._ instrument and acknowledged the same. authorized by § 706.06, Wis. Scats.) THIS INSTRUMENT WAS DRAFTED BY • _ _ _ Attorney ristin O land Y g _._._ _ . Notary Public, State of Wisconsin Hudson, WI My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signing in any capacity must be typed or printed below their signature. Wam~ Pro. iawla Company. Fond au Lm. va STATE BAR OF WISCONSIN 800465 -2021 WARRANTY DEED FORM No. 2 -1"9 VOL 16 PAGE 4342 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD CERTIFIED SURVEY MAP 07 -25 -2002 8 :00 AN The Northeast Quarter of the Northeast Quarter of Section 16, Township 31 North, RQWR1§F1K9[I4 JgXpEqf HAP St. Croix County, Wisconsin. REC FEE: 15.00 Prepared for and at the request of: ORDINARY HIGH WATER MARKS V4W 'VERIFIED 0' 7 -22 -02 BY ST. CROIX COUNTY DEI"T. ad North Scandia, MN 55073 UNPLATTED LANDS BENCH MARK Drafted by. Howard H. Herrld III _ BEARINGS ARE REFERENCED TO THE EAST LINE OF THE NE COR SEC. 16 -31 -18 � V //7 /`1 NE 1/4 OF SECTION 16 TOWNSHIP 31 N., RANGE 18 W. ASSUMED: 936.00 FT. WHICH IS ASSUMED TO BEAR S 00 E. NORTHEAST CORNER NORTH 31 18CORNER NORTH UN£ OF N£ 114 AL SEC 16 UM /NUM MONUMENT) (FROM TIES SHEET) OF SEC. 16 -31 -18 (ALUMINUM AV E I I --- —N �1312.45'yltt' M;— — — { C N' I I ,� SWAMP //I I .• �ORDINARI'il: •• � I I I I = o 0 0 i • LOT •� .. .... • ('• • • HIG 915.6� R , : �� 1 , v 12 I LOT 2 '. Y ' . , .. C° s I .n U ' ,� ' CO to I 0106 � I cc � ,n �• Z I L DETAIL NEW ON NEXT PAGE I N 53*01'4i� "• W• o 138.1.1 o"> 100' SETBACK 0 cn 8-0 't W ORDINARY !h � m ZI o E o o 2 WATER FOR POSSIBLE HIGH • .r g N m w FUTURE TOWN 911.8' i1 ` i E '6 ° ad I ROAD ;7W POND wl AL 3 o; r - M { 3 SETBACK W: LOT 3 a° AL AL °, 30 W) : N I I ^ s► I al E it nZ CV $ PROPOSED ' z l { I =I 00 r v ° dI $ a>'w ri • • N DRIVE �—/'- I I FF -C '� o ( I IC 0 C c 0. LOT 4 —S 89'30'25" W 469.63' — c o °, ° O 411.07' I9 w r h U j 213.25' 58:56— I SHE I In �h $ ° o d o io SEPTIC �a� ; �� I 'V �2 Co o, o a, OUSE I 0 T ® _ U C z o u N % 54.04 *WELL 62.16' -1 \ — — 477.53 — r — 265.46'— ' r. 1257.5' So' fa S 89'5 W 1319.71 f 53" SOUTH UN£ OF THE NE 114 C.T.H. "CC" — — I OF THE NE 114 EAST LINE OF UNPLATTED LANDS THE NE 114 � CURVE DATA TABLE �o CURVE I RADIUS I LENGTH I CHORD I BEARING I DELTA I TANGENT BEARINGS A –B 1116.78 185.06 184.84 N &5!26'31.5" E 0729'39 S 8T48'39 E N 8(r41 42 E i C –D 493.07 167.09 166.29 S 89'35'48.5" E l W24 59 N 80'41 42 E S 79'53 19 E E –F 591.69 147.50 147.12 S 8701'48.5' E 14' 16 59 S 79'53 19 E N 85!49'42" E 1 I LEGEND 1 County Section Comer Monument EAST 114 CORNER �, 1 of Record SEC. 16 -31 -18 , • Set 1" x 24" Iron Pipe weighing (f ND 1 "IRON PIPE) �,<<� r C, i~,i� a minimum of 1.13 pounds per linear foot. 250 PPROVfEE)w 6 N' O Found 1 -1/4" Iron Pipe a R ALD F, , Milt. Denotes Wetland � mittee � JOHNSON JOB / WI057SU88 nth r S-1 I fie, by. SCALE IN FEET: J U 1. 2 250M Ah I } f� J E0 Consulting Group Inc. �, �• " 0 + +w Phone No. (715) 246- -4319 if not recorded withln 30 days of /y O R M S +� Fox No. (715) 246 -3830 approval date approval shall be ♦�jdR SU P 0, Box 325 null and void ahaali� Neo ti hmond, W 54017 Shot 1 of 3 /0G 14 z7� - 5 QdG A l '0/t x/ /0 /00 -Z' A 6 8 4 9 S g (�/�r -/ /D,?�O Z7�� VOL 76 PAGE �cf 4342 300 ,274 C'i KATHLEEN H. WALSH REGISTER OF DEEDS A' � /Q � sT. cROIx Co., WI ��49 lD G ' RECEIVED FOR RECORD CERTIFIED SURVEY MAP 07 -25 -2002 8 :00 AN The Northeast Quarter of the Northeast Quarter of Section 16, Township 31 North, Ra4='jjF%yS6. _qgfpEgf HAP Star Prairie, St. Croix County, Wisconsin. REC FEE: 15.00 Prepared for and at the request of: ORDINARY HIGH WATER MARKS YAW VERIF1ED QWNER- 7 -22 -02 BY ST. CROIX COUNTYP NG DEPr. G Gronquist 145 Ookhill Road North Scandia, MN 55073 UNPLATTED LANDS BENCH MARK Drafted by: Howard H. Herrid 111 — — — — BEARINGS ARE REFERENCED TO THE EAST LINE OF THE 220M A l NE COR SEC. 16 -31 -18 NE 1/4 OF SECTION 16 TOWNSHIP 31 N., RANGE 18 w. ASSUMED: 936.00 FT. WHICH IS ASSUMED TO BEAR S 00 E. NORTHEAST CORNER NOR S£C.16 31 18 O COR NER NOK C 6 311 N 1/4 (ALUMINUM MONUMENT) (FROM TIES SHEET) 1 q 220TH AVE I I — *s — T7 — —N 88`582 " --E -1312. ' - 1312.45' a L1✓ � SWAMP �� I /� � V "�I • . ... • • HGHI•WAYR O a LOT 1 ( ••. 915.6 �;I I o" �� LOT 2 . • : 0) X �ec SI W) U �0 r I I • Z of 1 ur � .n�. O � "� 4J Y I U N r DETAIL VIEW ON NEXT PAGE p I v a 53 o N W• O 0 .' 0 u w 138.1.1 �Nv l U) t 5 -0 W 100' SETBACK ORDINARY ` oil z1 o E U ° 00 Z FOR POSSIBLE HIGH ' WATE 'r` t ZI r v U) ` W FUTURE TOWN 911.8 i0 ` 11 L g1 ROAD ' 75' P OND '� 3 a • 0 LOT 3 I L.11 AL �� gym W. S ETBACK '''• N AL AL W. wI �� 04 l 1 � I CL I 00.9 �I ^ n $ W n I Z PROPOSED 1 o rn t° o° .. r' a; O B LLit M DRIVE �- I � N o jl Z 0 I I I I� ` X 1 ° c o a LOT 4 �S 89'30'25 W 4'69.63' 3 0 0.0 O — 411.07 19 ♦ `• 1 t uc=iv °f 213.25' % :56� u� ao SHE I _, ° a o u v 3 m o o SEPTIC ��) I N U / OUSE � I ^` z° ° ^' % WELL 62.16'1 - - 477.53' - - 265.46'a -04` — 1257.55' S 89'57'53" W 1319.71 So' SOUTH LINE OF THE NE 114 C.T.H. "CC" -" - OF THE NE 114 EAST LIN£ OF ` UNPLATfED LANDS THE NE 1/4 2 CURVE DATA TABILF 46 CURVE I RADIUS I LENGTH I CHORD BEARING I DELTA TANGENT BEARINGS A -B 1116.78 185.06 184.84 N 85'26 31.5 E 09'29 39 S 89 E N 8641 42 E i C -D 493.07 167.09 166.29 S 89'35 48.5 E 19'24 59 N 80'41 42 E S 79 E E -F 591.69 147.50 147.12 S 87"01 48.5 E 1416'59' S 79'53 19 E N 85 42 E I I I FrFNn I County Section Comer Monument EAST 114 CORNER of Record SEC. 16 -31 -18 • Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per V " linear foot. 250 0 Found 1 -1/4" Iron Pipe PPROVIEt350 R ALD F. AL Denotes Wetland y JOB # NA057SU88 n mittee ° JOHNSON Prepared by. SCALE IN FEET: J L ich 25O,f � w A MP R 1N! In c, J EO Consulting Group Inc. 4 [uU y> < Phone No. (715) 246 -4319 . 9 N Fax No. (715) 246 - 3830 if not recorded within 30 days of I� NO SU R`i 6� 1H approval date approval shall be Iy P.O. Box 325 null and void ttta$aag�IMa New Richmond, WI 54317 Sheet 1 of 3 Vol.16 Page 4342