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028-1045-60-100
. § %) 0 / CD K E qb � / / { � . a c $ k7 }# Mb £� ) §\ 2! LL u ck 0 CO � \ �\ � < f co 0 k / z - 2 \ 2 § k C.0 } \ a 2 0 z k k 7 (U of E � f � o � . ) Q \k/ n § . # ƒ LO CL 8 CO k § k 2 \ / Z \ \ k 0 0 0 m ;= a a a 2 ] S\ § 0 § c = 6 §§ / ;0 0 \ % $ \ 7 / 0 :Cq , . § \ 2 \ � $ s 2 c ,= e £ = Co / § } ) @ [ [ \ / § / k k k . - N k }E m o 2$}} ■ � 2 $ 2 E J 2 kCL — , _ _ :- IL J) k a § & J a 0 3 J Parcel #: 028 - 1045 -60 -100 07/28/2006 08:22 AM PAGE 1 OF 1 Alt. Parcel #: 36.28.17.283A -10 028 - TOWN OF RUSH RIVER Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner ROBERT D PIRAINO O - PIRAINO, ROBERT D 12812 MAYWOOD LN HOPKINS MN 55343 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2001 CTY RD YY SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 10.000 Plat: 3557 -CSM 13/3557 SEC 36 T28N R17WV PT NW SW BEING LOT 2 Block/Condo Bldg: LOT 2 CSM 13/3557 10.00AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 36- 28N -17W Notes: Parcel History: Date Doc # Vol /Page Type 10/15/1999 612152 1463/402 WD 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/12/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.000 59,500 12,200 71,700 NO 02 Totals for 2006: General Property 10.000 59,500 12,200 71,700 Woodland 0.000 0 0 Totals for 2005: General Property 10.000 59,500 10,100 69,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisrarngn Department of Cortanerce PRIVATE SEWAGE SYSTEM ounty: Safety acrd Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information YOU provice may be used for seoWdary purposes (Privacy Law x.15.04 (1)(m)1. 384250 's N e: sh City [� Village Town of: State Plan 10 No.. Permit H Iraino, Ao�er?�. Ru River Township CST BM Elev.: insp. BM E ev.: BM Description: Parcel Tax No.: 028 - 1045 -60 -100 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Plt.BM TION BS HI FS ELEV. Se tic mark P Dosing 9 Aerat ion Bldg. Sewer Holding St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht outlet TANKTO P/L WELL BLDG. Airi to ntake ROAD Dt inlet Air intake Septic NA Dt Bottom Dosing NA Header /Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand S Cover Model Number GPM TOH lift Friction System TDH Ft Forcemain length __j Dia. I i Dist. To Weil _E_ SOIL ABSORPTION SYSTEM BED / TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth D IMENSIONS IM I N LEACHING Manufacturer: SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM CHAMBER Moe Num er: INFORMATION Type OR UNIT System: DISTRIBUTION SYSTEM Header I Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of =OYes d xx Mulched C] Yes ❑ N Bed /Tr ench Center Bed / Trench Edges Topsoil o COMMENTS: (Include code discrepancies, persons present, JABPection #1: 1 I Inspection #2: / Location: 2001 County Road YY, Baldwi , WI 54002 (NW 114 SW 114 36 T28N R17W) - 362817283A10 - 1 Lott 1.) Alt BM Description = (� 2.) Bldg sewer length = - amount of cover 3. contour= D Plan revision required? ❑ Yes ❑ No Use other side for additional information. l Cert No Inspector's Signature SBD -6710 (R.3197) z od Safety & Buildings Division Permit A p p lication 201 W Washington Ave. Sanitar pp PO Box 7302 14 sconsin In accord with Comm 83.2 1, Wis. Adm. Code Madison, WI 53707 -7302 Department of commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned. Attach complete plans to the county copy onl for the syste on paper not less than 8 -1/2 x I 1 inches in size. Coun% State Sanitary Aermivumber ❑Check if'revision to previous application State Plan 1. D. Number I. Application Information - Please Print all Information Location: Property Owner Name Property L / on g1 / 0 C r' (/ 19 1/ / I / tq 4 I I /1 0 4 4/4,5 '� , /4, S 36 T ;N, R I F,-( or ) W Property Owner's Mailing Address Lot Number Block Number j Yn G/a City, State Zip Code Phon W Subdivision Name or CSM Number 1 w CsM U 3 SS II Type of Building: (check one) I' ❑ City f�. k (�✓ S sw. tUC� t 1 or 2 Family Dwelling — No. of Bedrooms: e P ❑ Village Public /Commercial (describe use): 17Town of l j� ❑ State -owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Roa A) 1. New System 2. ❑ Replacement 3. ❑ Replacement of 4.. ❑ Addition to Parcel Tax Number(s) /� �� System Tank Onl Existin S stem U — l U 4 /L B) Permit Number �� Z � Z ?3 iq. f Date Issued ❑ A Sanitary Permit was reviousl issued IV. Type of POWT System: (Check all that apply) / • Non - pressurized In- ground EX Mound C xs0) ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: • Dispersal/Treatment Area Information: 7. 2" S7/.? 1. Design Flow (gpd) 2. Disp mIArea 3. Dispersal Area 4. Soil Application 5. Perco tion Rate 6. System Elevation 7. Final Grade r� Required Proposed Rate (Gals. /day /sq. ft.) (MinJinch) C Ele 5 U U ,✓ ? U C , -- - 7 G U ✓ / , ✓ C 4c S , l j ;�r VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks [; Ze t ro Je ( 1, ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility for i4tallation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber' ignature (no s ]btl'/F1PRS No. Business Phone Number Plumber's Address (Street, City, Stke, Zip C ff6 /0 VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issum Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination 3Z3�06 L ZC�U IX. Conditions of Approval /Reasons for Disapproval: / bt I )Lj Q T SkQ �) 1 b� B� +Q iv�P� Pfior f (ts� Got��trGc Ct�ol� . JJ 40 dt 5e���e�d� Qef IMGZrv���CT levers ✓cGvh��+�hc�on5. Safety and Buildings 4003 N KINNEY COULEE RD s LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 �sconsin www.commerc i www.wis .wisconsonsin.gov n.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary April 09, 2001 x CUST ID No.691727 ATTN. POWTS Inspector ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/09/2003 Identification Numbers Transaction ID No. 631599 Site ID No. 627718 SITE• Please refer to both identification numbers, SITE ID: 627718, R DAVID PIRAINO above,, in all corres ndence with thetAgenc ST CROIX COUNTY, TOWN OF RUSH RIVER; CTH YY NW1 /4, SW1 /4, S36, T28N, R17W FOR: DESCRIPTION: TWO BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 785749 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the 'Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. Slats. • 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. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. f ARTHUR L WEGERER Page 2 4/9/01 • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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 g Pm'P Po in the POWTS. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 03/23/2001 FEE REQUIRED $ 175.00 - 10_4 FEE RECEIVED $ 175.00 Charles L Bratz BALANCE DUE $ 0.00 POWTS Plan reviewer II- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us WiSMART code: 7633 i TITLE SHEET Page of 1 MOUND SYSTEM FOR A L BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD - 10573 -P c b /clot C R. 6 199 LOCATED IN . THE iylA_3 1 /4 OF THE SI, 1 /4 OF SECTION 36 ) T Z8 N, R 17 W, TOWN OF L V ER , ST'- e-fo lx COUNTY, WISCONSIN. __----- 1 - 0T --_c - INDEX PAGE l of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN • PAGE 4 of 7 PLAN VIEW- CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT T 9 'Q PAGE 6 of 7 PUMPING CHAMBER CROSS SEC PAGE 7 of 7 PUMP PERFORMANCE CURVE O PREPARED FOR v � O/ -_ iM,AM wooer . _.LP.r' - PREPARED BY WECCEF;ZEFZ SO I L . TEST S MCS AND . DES 2 CSP4 SERV S CE P.O. Box 74 421 N.Main St. C IV River Falls WI 54022 Phone 715- 425- 0165' Fax 715 - 425 -6864 WEGE 2 D.915 P P.O.W.T S. Euswwrr,.. P.O.%T•S• nditionally 4 Co .� �► �, ...�!?'�'' Cond itio na lly �f PROVED ���� s j C-1; DEPARTMENT OF COM I �����Ia AP p ROV E D DIVISION DEPART ETY COMMERCE ` 7 QIViSIO S CORRE . DENCE SEE CORRES ONDENCE JOB NO. Mound System Management Plan P age Z of Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Theo operating condition p g on of.the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank, If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the Infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg/L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be ' compared to the initial test when the system was installed to determine if orrice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual (SBD- 10572 -P (R. 6/99)] arid local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. 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 component 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 adsorption and dispersal media and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at ST% 0-M lux The system installer at - 1. LS — 6'918 — 12-b6 S"1'PC1VG The tank manufacturer at 1 1 3 M tpWes T / The effluent filter manufacturer at $00- ZZ(- S - ) Ll - 7—"Ft- The pump manufacturer at pl.1mP -Zpffj„LL PLOT PLAN - Page 3 of 7 Scale 1 "_ `10' I o. q S i Tee r ust� b3 � 2 r " I b � /) t3 0TH c L . °I 6 CL 9 5? x 2 irL s 1 GD�p RAT OR- IL t!:l q.S i y , I" °_ bo' O �V OF p y'� _�. \�U,.Q' - -0►� - �`i''ybhl OF_ pU� QL.�G. - S�piiv�- -- - - - - -- - — - -- -a9:Z _._0Ki t_p - -1 r_ Se -CO-94-0Z. -F_.T? E 3`QG - -- NOTES: _. 1 Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required).. 3. Septic tank to be L omb 1bS0 gallon capacity manufactured by t�tp�ey - �r w/ �oON1 1f�00 Z.AZ&L_ Ft( 4. Bench marks : Sa� PetoVo �. Divert surface water around system I to prevent ponding at the uphill side. Pace Of 7 Approved Synthetic Covering ASTM C33 Distribution Pipe Medium. Sand _ H _ W G Topsoil F Elev. 6, 5 o E " 3 ' i b 3 % Slope Distribution Cell of Force Main Plowed g" to 2h" Aggregate From Pump Layer E 1.18 Ft. CROSS SECTION OF A MOUND SYSTEM F 0.6 Ft. G o- S Ft. A 6 Ft. H 1•o Ft. Linear Loading Rate= b•v GPD /LN FT B SO Ft. Design Loading Rate= o.37.GPD /SQ FT j ) O Ft. - 7 Ft. K q Ft. L )off Ft. Fart -e Main W Z Ft. -L I - Observation Pipe i i $ Force in per i �� Dlstrib�iion `•— Cell of to 2 h" Pipe aggregate _ Observation' Pipe (Anchbr securely) v PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout PAoe S of Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long rumor 45 fitting to a point within six inches of the final grade. Terminate the ends of the laterals with a valve, * d coded cap or threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. _- L?�CESS B0� • T PICt� L Cx _S t't1V1�7 pvc Fvc Svc Lateral Manifold Laterl x x x x xQ IV2 I x Lateral Lentth — Lateral Length — P DisMbtrt on Line ��.F1rl�l VMEW r rsyi �FO� s F-o?cF P Z- Ft Hole Diameter 3 A 6 Inch ` S Ft. Lateral " 1 Inches) X 23 Inchps Manifold Z Inches Force Main " Z Inches # of holes /pipe V3 Invert Elevation of.Laterals -d Ft. Kl _ - Combination Sept�lc- Tank and PUMP CHAMBER CROSS SECTION ARID SPECIFICATIOIJS' PAGE OF -VEUT CAP WEATHER PROOF JUJJCTI0IJ DOX ti C.I. VCUT PIPC % APPROVED LOCK IWG 10' FROM DOOR, MAIJHOLE COVER wlV ut 3P1pt,� 4huDOW OR FRE5H wARN1tJG LAgEC.. ALR IUTAKE CCwDu tr ` unsttr errP,, c • Lt..�w. Hr.MIU. Ft N + -: I MILE PROVIDE � T c ,•, - - - -- •�'` — �AiRTIGHT SEAL I I . S taFFL�S III I I � Approved �e- u�� A I II i PProved 'oint w joint w/ F} — L�oO I J • / PVC I I ALARM PVC pipe pipe 'I It • a i I C •.I I . . Ou 88. LLCV. f L PUMP— , - -� - ` OFF D - COUCRETE - RISER EXIT PERMITTED OIJLy IF TAUK MAUUFACTUM.R, HAS SUCH APPROVAL 3~APPf2orEt BSDO t>v4 SEPTIC a SPECIFICATIOUS OOSE TAWK MAUUFACTUR MMkJ2SVEW3 �1 — �S IJUMBER OF DOSES: 3 '� 5 PER DAB TAMK SIZE: - 100© ! 6SO GALLOAIS DOSE VOLUME r ALARM MAUUFACTURER: --'S •S'• ELM S`13TIEr'! IW CLUDIIJ G 6ACKfLOW: 1 OZ- GALLON: MODEL WUMBER: Ly I Hw CAPACITIES: A= 1g IUCHE5 OR " O�O GALLOUS SWITCH TSPE: - ►"'�N��Y s 3 5= IUCHE5 OR 7 G�LLOUS PUMP MAUUFACTURER: -- 10 q l -Uzi- CXN, C = 6 RUCHES OR Z GALLOUS MODEL MUMHEX' $ D INCHES OR_ ZD GALLOUS SWITCH A CH TYPE: - �E Z IJOTE: PUMP AUD ALARM R1. BE 6C ARE TO MIIJIMUM DISCHARGE RATE 3y ti3Z GPM INSTALLED iDU SEPARATE CIRCUITS VERTICAL DIFF-ERENCE.OETWECU PUMP OFF AUO- DISTRIBUTIDU PIPE.. 5.O0 FEET + MIL'IMUM UETWORK SUPPLY PKESSSURE .: .... .. - - FEET ( - z - I) 'F 6 O FEET OF FORCE MAI1J X - -=-I — F ctt:FKICTIQU FACTOR_. 1 ' U � 2 _ � S y FEET TOTAL. OyIJAMIC. HEAD = N1 ' - 1 q -FEET As per manufacturer 1 a n. Li depth uid de 3 $ P O g al q P / 6 / • W HEAD CAPACITY CURVE 3 $� '— 1 a MODEL "98" 30 4 5/8 8 � \ 25 ® l 3 5/8 = 6 + + 15 O ° 4 l3 4 3/16 10 2— 3�{ 5 1 1/2 -11 1/2 NPT O U.S. GALLONS 10 20 30 40 50 60 70 80 LITERS 80 160 240 0 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENTANDDEWATERING CAPACITY 12 HEAD UNITSIMIN FEET METERS GALS LTRS 5 • 1.52 72 273 10 3.05 61 231 1s 4.57 45 170 4 3/16 20 6.10 25 95 lock Valve 23' � 11' SK1102 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and • Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available with • Double piggyback variable level float switches are available or without alarm switches. for variable level long cycle controls. SELECTION GUIDE Standard all models - Wei ht 39 lbs. - '/: H.P. 1. Integral float operated 2 pole mechanical switch no external control required. 2. Single piggyback variable level float switch or double piggyback variable level, 98 Series Control Selection float switch. Refer to FM0477. Model Volts -Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10 -0072 or 10 -0075. M98 115 1 Auto 9.4 1 or 1 &7 — 4. see FM0712, for correct model of Electrical Alternator, E -Pak. N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch 10 -0225 used as a control activator, specify duplex (3) or (4) D98 230 1 Auto 4.7 1 or 1 &7 — float system. E98 230 1 Non 4.7 2 or 2 & 6 3 or 4 & 5 6. Four (4) hole J -Pak, junction box, for watertight connection or wired4n simplex or duplex operation, 10-0002. 7. Two (2) hole J -Pak for watertight connection or splice. CAUTION Forinf or= tiononadditionalZoellerpmdudsref ertocatalogon Combination StadKFM0514 ;Piggyback All Installation of controls, protection devices and wiring should be done by a qualif ed Variable Level Switches, FM047 7; ElectricalAltemalor, FM0486; MechanicalAlternator ,FM0495;Sumpf licensed electrician. All electrical and safety codes should be followed Including the most Sewage Basins, FM0487; and Single Phase Simplex Pump ControWarm Systems, FM0732. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE'POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. r — AW /W A AWL T0: P.O. BOX 16947 Lout v le, KY 402564347 Manufacturers of.. �{ SHIP 70: 3649 Cane Run Road Louisville, KY 40211-1961 Q�urr S,veE /9�9" (502) 778. 2731.1(800) 928 -PUMP ; j ....:..... FAX(502)774-3624 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of Divi�'.-on of Safety and Buildings in accordance with Comm 85�Ad ounty Attach complete site plan on paper not less than 8 1/2 x 11 inche00 4e. PI n mugt ' include, but not limited to: vertical and horizontal reference poin (611 direc r el I.D. percent slope, scale or dimensions, north arrow, and location d tan st roa Please print all information. * , ;%, , k a ed by Date Personal information you provide may be used for secondary purpose n cy La W�5.drt (d1 Ln 2 d Property Owner Prop2 W y p1 \Z Pfl Q p NG 1V J u9�SIt) /4 S3�6 T Z3 N R E or W Property Owner's Mailing Address Subd. Name or CSM# 12 City State Zip Code Phone Number ❑ City ❑ Village E] Town ' Nearest Road y if ► , �1J E70UVLA FIN I SS3y I ( 6 12.) C l -'SS 0017 R US �A Z L re czu" 1 11 21 New Construction Use: ® Residential / Number of bedrooms Z Code derived design flow rate 3 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments and recommendations: W 1'3')e SO' CELL, Y ) tJ 1 Y-1U 1Z" O F S ,�'��� T-t Lr. I I L F Boring # ❑ Boring ® Pit Ground surface elev. S .Z ft. Depth to limiting factor - in. � � Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 0- 1 D`1, CL 3 Z - g Z- 0 _Z 3 L 2 316 'SO 1 Z Yvt Z v i • S - 8✓ 3 � '� q � �{ q S $ S 2 31 v i l� ELI 313 S c..l o �+-� 1,v � _ • � • � F LI Boring # Boring ❑ ® Pit Ground surface elev. 0 1 S s ft. Depth to limiting factor 3 s in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 - 1 b`�I1Z 312 SZ �5 1�f1- C� Z . S ✓ Z $ -21 1D'�IZ 316 - S 1 J Z�sb� r1.'�S- C� 1U'F , 5 . `� ✓ 3 Zl =�s -� .S�t� 31� - 1 S 1 c -S�`r� N��FI -• c - , �rZ✓ q t �z_ m - -S Cs L 2f2 613 ' Effluent #1 = BOD > 30 _< 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS _< 30 mg/L CST Name (Please Print) Signature CST Number Arthur L. Wegerer �, () O - 210 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. 14ain St. River Falls, WI 54022 - 1 715 -425 -0165 i Property Owner _ �Z P U) Parcel ID # — 1 `I S — 6(3 Od P age Z of Boring # ❑ Boring 1S! Pit Ground surface elev. ° I • Z ft. Depth to limiting factor 3 3 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I *Eff#2 0-1a l 6 LJ D 3/ — S ! I Z`F�1,}� W ft- S Z�' • S ✓. B✓ z W1 31 - t ' v � e s . Q, .✓ �•S 2 3f y - 1 S �c sbk w1 v'P>^ �� - -� �• 33 -�{E� -S'12 _v l fib S j R 3la 1 s o,,,, vvt fit- S ✓ S- C JZ y - 1l-► alo oV7 cwt Boring # t❑ Boring 1�1t Pit Ground surface eiev. ° I. ( z- , S ft. Depth to limiting factor - Z in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 0 1 6`112 3/ — sit Z -( sb Y, • S ,T) ✓ % - 21 316 - S 1 Z F 3 1n f'►- �S 1 V • 5 -'6/ 3 z6 -�! s �rz3t � S m'ft- e-% - • z .3✓ F-1 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 GPD /ft In. Munsell Qu. 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 need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD- 8330 1R6/00> PLOT PLAN Page 3 of 3 Scale 1' ='-)0' • }��D� pZ�- l�y,S- 6U -�0� I o. 95 hi i l� - X11 �0p' i 2 ✓� �I 13 0 of q 5 , EL I 0fi.S ? 'g, a L.F. q6 s 30l is i - 7' 110 �rry�T 01Z / U lslv\z� i a G 1 oiv 6��GQ t-v PrT S tEr cofLAAaR OF \3\-DG . �` Zj -00 71 42 5 -0 165 220254 00 -Z ) CST Signature Date Telephone Ito. CST No. Job NO. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page l of Division of-Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County S � . L° �� V/1 i Attach complete site plan on paper not Tess than 8 1/2 x 11 inches in size. Plan must i include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. l�V 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 �- • �'( \Z.1' l p Ge4-6et N, 1W 1/4 SW 1/4 S3 T Z N R l'l E (or R Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2 1'ti1 MVj0U� LPslie, Z — C VOA �3 , i�S� 3SS7 City State Zip Code Phone Number ❑ City ❑ Village Q Town : Nearest Road MN I 1Z)Q3S -00 t7 R,Us ZlV CzuK�T4 � �( N Q New Construction Use: ® Residential / Number of bedrooms Z Code derived design flow rate 3 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments i and recommendations: }•� �U�� W t-� b X SD • �tS'T\Z,� gV�p }� �^ZL Y-A ) lJ " U M lZ." Boring # ❑ Boring ® pit Ground surface elev. 3 S ,Z ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. I Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -9 , t3-m 31 z s L 1 - : wt`s -::�-S z - 5 - 0 -2r3 L � 4 2 31 (. s l l Z`Fs wlf- . ew I 1 v� • s • 8 3 2-3 -4v Y y� -S$ �•SK2�ly elf' S`1R 313 Scl o� �. _ •� •� ❑ Boring # ❑ Boring ® pit Ground surface elev. S 5 fL Depth to limiting factor 3 5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 �-' 3 I z sit Z m c Z • '� Z $ -2► 1D`� �)) Z sb� 1 s 1 `X 3 elf S Liz- 313 I m - Pr (---s - Ll -6 13 613 - LS3R % y — yr l Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg1L CST Name (Please Print) Signature CST Number Arthur L. Wegerer �, 60 -210 220254 Address W Date Evaluation Conducted Telephone Number egerer Soil Testing & Design Service p 421 N. Main St. River Falls, WI 54022 - 1 U13 715 -425 -0165 i Property Owner Pf 1 T13 In Parcel ID # 0 Z - 1 S - 60 - I UO p age Z of 3 Boring # ❑ Boring pit Ground surface elev. a • Z ft. Depth to limiting factor 3 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 ° lb`1R3 / — S ! I Z` L! �k m ►� �S Z�' . S • B z - a ) bLI rL3a - Z�3b0z ��V- 3 28 - 33 7•S`1a3/ - 1 S t'--sbk W1 kjf - c� - .-� 1• 3 -S yQ 3/y [Z S �ti.� wt F1- - S .'► Of FT] Boring # E] Boring JR Pit Ground surface elev. ° l • S ft. Depth to limiting factor Z 6 in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 0 -8 1bH�2 3tz - si Z�sb m•f r i~.S z�' , s .� 3 26 -4y sKiz3! S�12 L! LI -S7 -I .S`t rz y/y '� e o vl,- wi -l- F-1 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 GPD /ftz In. Munsell Qu. 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 need material in an alternate format, please contact the department at 608-266-3151 or TTY 608 - 264 -8777. ssa8330 (R6/00) PLOT PLAN Page 3 of 3 Scale 1'= L-10' o. a S nr 1 'r-To 2P ail Err 6 5 1 PoLE m / CoMID"T 012 J t�isT�z� I) PILZA t- ? �/ i J a � y - - -- '``'1 - 'CL\ '3-O'.Cry - 7!01'ItM OF tuJ ;VC - - - -. -- - - _ a'l -Q:L qq.7- oKi _6`LoQf P - Se COnLI— R- of r- aASX, - - 7 715 425 - 0165 220254 00 - zlo CST Signature Date Telephone No. CST No. Job NO. ST CROIX COUNTY SEPTIC TANK MAINTENANCE' AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer eJ '� Er7 V AOID F-14 IA) Mailing Address i (18 1 a, M AYIJOSD LAIJE MlAJA)ET0 /Mit) EO - Property Address C 2 00 1 C. 0 , — R44, � Y - (Verification required from Planning Department for new construction) City/State .,L05g g'ltme,. tJ15CL � Parcel Identification Number C 2g - )04S_6a- /Dd L EGAL DESCRIPTION Property Location �� ' /,, s� %,, Soc. 3,6 . T,�.N - R�W, Town of toR el � _ Subdivision Lot # Certified Survey Map # 02 . Volume /3 . Page # 3SS , Warranty Deed # ._SU_[_a I . Volume ? JQ . Page # f Spec house ❑ yes M no Lot lines identifiable K yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature faihrre to handle wastes. Propet maintenance consists of pumping out the septic tank every diree years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tsnk as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning DeparWent a cortificatiou forth, signed by the owner and by a ninterplumber, journeymanplumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (Z) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Iiwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of ]Natural Resources, State of Wisconsin. Certification stating that your septic system, has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of r pirati S SIGNATURE OF AP CANT DATE OV�IIV ,R CERTIFICATION I (we) certify that all statemen on this form arc true to the best of my (our) knowledge. I (we) am (rue) the owner t~ s) of the grope ve a of a warranty deed recorded in Register of Deeds Office. SIGNATiJRE OF APPLICANT DATE •�•'�• Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. rsssss •• Include with this application: a stamped warranty deed from the Register of Deeds ofrwc a copy of the certified survey map if =ference is made in the warranty deed f Yoe 1463PAGi 402 612152 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., WI RECEIVED FOR RECORD Lyle Gunderson, a/k/a Lyle N. Gunderson and Sonja 10-15 -1999 1 AM Gunderson, a /k/a Sonja K. Gunderson, husband and wife, YARRANTY DEED conveys and warrants to Robert David Piraino, the following CERT III FEE: described real estate in St. Croix County, State of COPY 109.50 Wisconsin: RECORDING FEE: 10.00 PAGES: 1 Recording Area Name and Return Address M c co f- il, Ac li. - 7 4n MA) �za1 -nw,u ; ,,s(�lovi 3 . L �• 1 �. ZD 3j� -!o 028 - 1045 -60 -100 (Parcel Identification Number) Part of the Northwest Quarter of the Southwest Quarter (NW % of SW %) of Section Thirty -six (36), Township Twenty -eight (28) North, Range Seventeen (17) West, Town of Rush River, County of St. Croix, State of Wisconsin, and described respectively, as follows: Lot Two (2) of Certified Survey Maps filed November 13, 1998, in Volume 13 of Certified Survey Maps, Page 3557, as Document No. 5915983, Office of the Register of Deeds for St. Croix County, Wisconsin. Exception to warranties: all easements and restrictions of record. This is not homestead property. Dated this r su day of Q cA�_ 1999. 'N. Gunderson •Son Pyt) THENTICATION ACKNOWLEDGMENT Signature(s) crrf `�(�� �' ����, ✓s!?rJ STATEOFWISCOTI'NSIN S' 1� p N Personally came before me this day of a 41 1999, the above named Lyle Gunderson, ark /a Lyle N� authenticated i /J�dayof fi . Gunderson and Sonja Gunderson, aWa Sonja K Gunderson to me known to be the person(s) who executed '�- -- the foregoing instrument and acknowledge the same. signature ( A. type or print name signature type or print name TITLE: MEMBER STATE BAR OF WISCONSIN Notary Public St Croix County, Wisconsin. (If not, authorized by §708.08, Wis. Stats.) My commission is permanent. (If ) not, state expiration date: THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Names of persons signing In any capac ty should be typed or Baldwin, WI 54002 printed below their signatures. Information Prdo auonab Company Fond du Lac. Wisconsin 800 -655 -2021 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page _ of Labor and Human Relations Division otSafety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY 'Attach complete site plan on paper not less than S 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (B PARCEL I.D. M), direction and % of slope, scale or �` dimensioned, north arrow, and location and distance to nearest road. (�(� Ej 16 ` 30 REVI ED BY DATE APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION PROPERTY OWNER: PROPERTY LOCATION I 4- 5 GOVT. LOT A l l j 1/4 1/4,S3 N,R 1- Or) W PRC5PERTYOWNER':SMAfLING ADDRESS LOT # BLOCK # SUBD. NAME PR CSM # / 3 CITY, STATe ZIP CODE PHONE NUMBER j]CITY (]VILLAGE MOWN NEAREST R AD S C. S V ( )I 3 U ✓� d [ New Construction Use [x,] Residential / Number of bedrooms ]Addition to existing building Replacement [ Public or commercial describe Code derived daily flow (D gpd Recommended design loading rate NP bed, gpd/ft trench, gpd/ft Absorption area required 9 P bed, ft 22450 trench, ft Ma)dmum design loading rate bed, gpd /ft . trench, gpd/ft Recommended infiltration surface elevation(s) /0 5 - ft (as referred to site plan benchmark) Additional design / site consideration 1 / .5�i v l Parent material Flood plain elevation, if applicable N /A- ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I Al GRADE SYSTEM IN FILL HOLDING TANK U- Unsuitable fors stem [is 09 U ®S ❑ U [Is ®U 0 S O U ❑ S [3U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. I Bed rerxtl / - D 4 .; S P 1 .3 Ground 3 p 3) elev. / 03. 1 ft - 416 /d 3) Depth to limiting factol�� F-7 _T - Remarks: n 411. `Anlac_�\ Boring # X . z z 3 asp IN lt) /L 14 zu ZZ Ze - 14VA NIP z Ground f . 1 /o elev ft Depth to limiting T C > ` 9 ,9 Remarks: CST Name:— Please Pr i / Phone: 94 5_ A ddress: O tt_ O IN L7n bV l S S 7 S Signature Date: CST Number: 113 f' R-R6 15 PROPERTY OWNER X%le- ��n�el SOIL DESCRIPTION REPORT Page_of PARCEL I.D. # (X98 -- 108 -30 Depth Dominant Color Mottles -texture Structure Consistence . Roots GPD /ft Boring # Horizon in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed rrierch p> Ground 3 /21-,: 104e. M 5�1E e o3. eft. -2� 5� a G �✓ S I ,2 M sbk M F2 CS' 1 s Depth to limiting factor t � C99_ 02 or i a Remarks: Boring # Ground ' elev. ft Depth to limiting factor Remarks: Boring # Ground elev. _ ft Depth to limiting factor Remarks: Boring # Ground ft. . Depth to limiting factor Remarks: Parcel #: 008 - 1086 -30 -000 07/28/2006 09:49 AM PAGE 1 OF 1 Alt. Parcel #: 30.28.16.455B 008 - TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - GUNDERSON, LYLE N & SONJA K TRUST LYLE N & SONJA K TRUST GUNDERSON 149 HWY 63 BALDWIN WI 54002 Districts: SC = School SP = Special Address (es): * = p Property Addre (es ) Primary Type Dist # Description ' 149 HWY 63 SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 3.000 Plat: N/A -NOT AVAILABLE SEC 30 T28N R1 6W 3A COM NW COR SW FRL1A Block/Condo Bldg: TH E 626' TH S 208'W 626' TH N 208' TO POB Tract(s): (Sec- Twn -Rng 401/4 1601/4) 30- 28N -16W i Notes: Parcel History: Date Doc # Vol /Page Type 01/30/2006 817452 EZ -U 10/21/2002 695058 2018/252 TD I 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/14/2002 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 24,500 141,000 165,500 NO Totals for 2006: General Property 3.000 24,500 141,000 165,500 Woodland I 0.000 0 0 Totals for 2005: General Property 3.000 24,500 141,000 165,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 513 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 �Los3 bts,t4- o� 4- y ��Ys v 0 2,?3 A D78- l DqS- 6 D - 11� a a8'3 -to 8 FILED 591598 & Nov 1 3 1998 ' "D s L xnrH ep sterott � CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW 1/4 OF THE SW 1 OF S "� T28N, R 17W, TOWN OF RUSH RIVER, ST. CROIX COUNTY, WIS IN. LEGEND OWNER ALUMINUM COUNTY SECTION CORNER LYLE GUNDERSON M 'ONUMENT FOUND 149 HWY, '63' 1' IRON PIPE FOUND BALDWIN, WI 54002 O 1' X 24' IRON PIPE SET WEIGHING 1.68 LBS. PER LINEAR FOOT NOTE (Z ) . ' ' • ' • • • • 100' ROADWAY SETBACK LINE Li z o =Rw 1' IR ❑N PIPE FOUND N46'17'00'E X STEEL SURVEY MARKER SET ~ v o 0.65 FEET FROM COMPUTED POSITION FROM SECTION CORNER TIES ° N o CD UNPLATTED LANDS m RAILROAD SPIKE FOUND w o --------------------- CDR, ♦ S OIL TEST _j EC . J < EC . 36 E1/4 CDR. L w ° ' " / S90'00'00'E "' SEC. 36 © 8 283.38' iT 4842.15' 1 5 283,37 M EAST - WEST 1/4 LINE w N A 90•00'00'E 41 C T_ H. _ _ "YY" ¢ w _ A JOINT DRIVLINE DATA TABLE Z NUMBER DIRECTION DISTANCE X a (D S90'00'00'E 66.00' w a ,o N L❑ T 1 N 3 0 S90'00'00'E 66.00' °° W "' Ln 4.001 AC. LO iu 0 S00'33'46 "W 33.00' ' cn 174,262 SQ. FT. � ^ 4 S90'00'00'E 66.00' w 3.786 AC. EXC. RW 3 iu d. 164,911 S9. FT. N �* Q5 S90'00'00'E 66.00' N v co M © N00'32'29 "E 33.00' N �' e (2 ) S00'33'46 "W 33.00' o c o �9s 2 � 0 0 0 ® S00'32'29 "W 33,00' z Q d c� UNPLATTED LANDS ♦ S90 °00'00 "E 900,04' ♦ 471.75' g(,.1 — 61.6 5' i CD M _-q W S90 °00'00 "W 283.15' / r"O � . ClJ (p � ♦ co/ o, ul N tD o LOT 2 �s� %��� ® �1 LOT 3 o0 Z 10.000 AC. . / �w 15.250 AC. ° 435600 SO. FT. °,'� DRAINAGE N 664,311 SO. FT. 3 d 9.950 AC, EXC. RW ✓9 =/ EASEMENT �� 15.200 AC. EXC. RW �D q� 3 433,422 SO. FT. � / 662,133 SO. FT. z 'q i o LL i 3 .30 w o ° . �q �Op 56 z L i ¢ W � w EXISTING FENCELINE ti ti/ � � r, E-4� 2' 787.87 ff 89,90' 52 04' SOUTH LINE OF THE 59.66' , iv NW1 /4 OF THE SW1 /4 � N89 °51'36 "W 1314,91' ON N UNPLATTED _LANDS o o M zz NOTE BUILDINGS ARE PROHIBITED WITHIN SW CDR. THE DRAINAGE EASEMENT, SEC. 36 SCALE IN FEET 1" = 200' THIS INSTRUMENT DRAFTED BY ED FLANUM JOB NO. 98 -86 200 0 200 400 Vol. 13 Pane 3557 x w SURVEYOR'S CERTIFICATE I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Lyle Gunderson, I have surveyed, divided and mapped a part of the NW1 /4 of the SW1 /4 of Section 36, T28N, R17W, Town of Rush River, St. Croix County, Wisconsin; described as follows: Beginning at the W1 /4 corner of Section 36; thence S90 "E, along the east - west 1/4 line, 415.38 feet to the west line of the east 900.00 feet of said NW1 /4 of the SW1 /4; thence S00 0 33 1 46 "W, along said west line, 500.02 feet to the south line of the north 500.00 feet of said NWi /4 of the SW1 /4; thence S90 "E, along said south line, 900.04 feet to the east line of said NW1 /4 of the SW1 /4; thence S00 "W, along said east line, 812.64 feet to the south line of said NW1 /4 of the SW1 /4; thence N89 "W, along said south line, 1314.91 feet to the west line of said NW1 /4 of the SW1 /4; thence N00 0 32 1 29 "E, along said west line, 1309.44 feet to the point of beainnina Above described parcel contains 29.251 Acres (1,274,173 Sq. Ft.) and is subject to right -of -way for C.T.H. "YY" and subject to all other easements, restrictions and covenants of record. I also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the County of St. Croix in surveying and mapping same. o IF w1s Douglas J. Zahler O S & N Land Surveying ti DOUGLAS J. y� 212 Walnut St. y ZAHLER Z Hudson, WI 54016 S-2145 H WS N. O� 13 l � h8 Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) . Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Rush River for advice. ;:.. -►,+•� APPROVED NOV i ` '98 '�ompretu+nsi� t•'ia ;in►r� 7_rning �t�{) Paris Comm H not reecmivd within 30 day& of Ilpt`xovat �s r r nuR and void Vol.13 Page 3557 t f j tf 1 Z Cg L + Y C QL CQ Q� A, X FIT x O p a ° a T, M X O, O Id r h h k X { r . 1 .:. n.