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HomeMy WebLinkAbout022-1092-40-000 /* fu; I t ) T Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county: Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes (Privacy Law. s.15.04 (1)(m)). 384255 P rmi H d s ame: ❑ City Q Village n o Towf: State Plan ID No.: ie�sc�Teg, �ac�c Kinnickinnic Township 6q'M3 CST BM Elev.; Insp. BM Elev.: BM Descriptio Parcel Tax No.: 1 0 1.0 1 104 .0 4 022 - 1092 -40 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION B5 HI FS ELEV. Septic w G� bs� Benchmark �;p (OS.D O . C7 Dosing l It. BM Aeration Bldg. Sewer �2• ° f �� � r Holding St/ Ht Inlet 13.3 90, & Yf TANK SETBACK INFORMAT St/ Ht Outlet TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake f Septic y5b -1 NA Dt Bottom lb •9U .8� Dosing > 5p' oc 2A ` NA Header / Man. ago Aeration NA Dist. Pipe 9g )00. Holding Bot. System 3 .16 Z boo • 3z a!t PUMP / SIPHON INFORMATION Final Grade S over c1v Manufacturer Demand ��• odel Number C„> S(GPM V�J Cp O , 0 \ • TDH Lift Friction Systerr> TDH \ Forcemain Length .-q0� I Dia• HH2. ►f Dist. To Well S ABSORPTION SYSTEM �'� •`�o �'- - - Width I Length o.Of enelyes PIT No.Of Pits inside Dia. Liquid Depth D IMENSION s q•'r DIMENSION Manu acturer: SYSTEM TO P / L BLDG WELL LAKE / STREAM 1 SETBACK CHAMBER i a Num r: INFORMATION Type Of f f OR UNIT System: _ DISTRIBUTION SYSTEM H '� Fx"*G� P L x Hole Z x H a spacing Vent To Air Intake Header / Mani old tt Distributio ipe(s) e` / f f � f ( Length_ Dia. 2 Length 3iia. Spacing 3� SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only =Trench Depth Over xx Depth Of xx Seeded / Sodded xx Mulched nter Bed /Trench Edges Topsoil ❑Yes ❑ No ❑ Yes ❑ No COMMENTS: (include code discrepancies, persons present, ection #1: 0 _ Inspection #2: 05 AI Location: 55 Liberty Road, River Falls, WI 54022 (SE 1/4 NE 1/4 32 T28N R18W) - 32281850OA30 -Lot 3 1.) Alt BM Description = t 2.) Bldg sewer length= 1 .D - amount of cover = S LK � 1 "� C ._, (t�S � 3.) coptour = S (, rt-� S.Z(o n p pj0"A,Lf"Ca k c' Ptm revision regt &ed? [I Yes )a No Use other side for additional information_ e 0 Date Inspector's Signature Cert No. SBD -6710 (R.3197) L, g U"-- "__ p Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 S/ , C ► 0� �( N VIsconsin Madison, WI 53707 - 7162 Site Address De artment of Commerce 5 LiBEQT'� IZ.o Sanitary P Applie Sanitary Permit Num In accord with Comm 83.21, Wis. Adm. Code, personal ti on y ovide may be used for second Privacy s 1 0 Check if Rav' ion I. Application Wormation - Plef6e Print All Informatio ^M , ti tiv+ a t State Plan I.D. Number X30 4 Property Owner's Name �$ ` X' i Parcel Number .lacl + r'(1► cl Q-1 t° ISclt� c} Oa9_iO4?a - 4o -oa o Property Owner's Mailing Address ,- U 1 Property Location h /C f ., 4 Q3� u� sow! h <•�, :t . . .,C�s` S �= Is ME—A:S T .2 $ N R1 Aj City, State Zip Code h up 4� fs �, Lot N Block Number a Subdivision Name CSM Number M t►� w � VU ts� - 7 ®�.� s a G tea H. Type of Building (check all that apply) a 5 ❑City ® 1 or 2 Family Dwelling - Number of Bedrooms �3ka dsvy -t! B w. ❑Village ❑ Public /Commerc - Describe Use i M .D t wrest Road ❑ Stai Owned a t i� Nearest Road M. Type of Permit: (Check only ode box on line A (numbering scheme for internal u se). Co mplete line B It applicable) A. For County use 1 �,, New 2 11 Replacement System 3 ❑ .Replacement of 6 ❑Addition to _3g o Zt� �' G s 6 � 3 � System Tank Only Existing System 0 . B. ❑ 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 2XMound 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 44 ❑ Recirculating 30 ❑ Other V. D eatmcut Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System F,levation Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch) Elevation 450 450 _y F '450 s ffi ! /A roe W .4 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 i 00 Q -z- 1 0 ! 1 t SG tint L� Dosing Chamber 6 66G ! l� t Se - r C Oric VII. RWondblft Statement- I, the undersigned, assume ru ty for iastaliation of the POWTS shown on the attached plans. Plumber's Name (Print) Plwnber's Signature MP umber Business Phone Number �( 9 �e�se - a� 4 -at� PI is Address (Street, C State, Zip i ,/ 7 r0 4 oZ �a "1 Qbw 5 ` l�L F� VIII. Cotm /De MtEent Use Only XApproved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issu Agent Signature (No Stamps) --Surcharge Fee) 11 Owner Given Initial Adverse 3 2S dD _- F -- < 9 Determination 2M IX�Condit of A esso o DisSpp 4-4 It�4 -� t -f 6- t t (�e,MO,ow L5 AX ; bP. n n plsos d e C b amk/) for th system e m paper not leas thaw 8112 s 11 im¢hes b 217 �e mo PLOT I-AAN 1 = 40 SCALE Lo7 2 u ry vl- A r7 c➢ L AWS S v � r +� e« � r, p� L aT 3 8� oo. I aa. W ALL; P � � 0 � °M� 4 � wtexr Co•C. se-� ?�� /�w�P I Safety and Buildings 4003 N KINNEY COULEE RD �r LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 I se.hOns,n .} R CElV www.commercewww.wiscoAsc..wi nsin.g y , � Department of Commerce Scott McCallum, Governor S1 Cox Brenda J. Blanchard, Secretary Y{�N1NfaoFFIC June 06, 2001 CUST ID No.220554 -ATTIC• POWTS Inspector ZONING OFFICE CARL P HEISE ST CROIX COUNTY SPIA 1042 S MAIN ST 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL , PLAN APPROVAL EXPIRES: 06/06/2003 Id ers Transaction ID N .649315 SITE: Site ID No. 630642 JACK & MICHELLE RIETSCHEL Please refer to both identification numbers, ST CROIX COUNTY, TOWN OF KINNICKINNIC above, in all correspondence with the agenc Lot 3, SETA, NEIA, Section 32, T28N, R18W LIBERTY RD FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 795152 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. 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. • 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). In addition, 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. y . CARL P HEISE Page 2 6/6/01 • 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 83.52(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. 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, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 Charles L Bratz POWTS Plan reviewer II- Integrated Services WSMART code: 7633 (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 �sconsin www•co mmerce.s iscon i www.wisconsin.gov n.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary June 06, 2001 CUST ID No.220554 ATTN.- POWTS Inspector ZONING OFFICE CARL P HEISE ST CROIX COUNTY SPIA 1042 S MAIN ST 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL Identific N. 931 hers PLAN APPROVAL EXPIRES: 06/06/2003 Transaction ID No. 649315 SITE• Site ID No. 630642 JACK & MICHELLE RIETSCHEL Please refer to both identification numbers, ST CROIX COUNTY, TOWN OF KINNICKINNIC above, in all correspondence with theagency. Lot 3, SETA, NEIA, Section 32, T28N, R18W LIBERTY RD FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 795152 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. 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. • 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). In addition, 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. CARL P HEISE Page 2 6/6/01 • 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. a3 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. 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, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 2 BALANCE DUE $ 0.00 Charles L Bratz POWTS Plan reviewer II- Integrated Services WiSMARTcode: 7633' (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us ti I MOVE THE EARTH CARL HEISE EXCAVATING 1042 South Main RIVER FALLS, WI 54022 ' CARL P. HEISE TITLE SHEET (715) 425 -2175 Owner MOUND SYSTEM FOR BEDROOM RESIDENCE LOCATED IN THE SE 4 OF THE N 4 OF SECTIONa 2 N, Rig W; TOWN OF ��v�iw�c,K�wr�it ST CRDISX COUNTY,WISCONSIN. INDEX PAGE 1 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 PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR • TACK -� MIC14CLLE R3E`CSCHEL 1 010 ___i .,_..MA 1 % ST - R IVER FALLS, k4I 54022 PREPARED BY CLt )' Conddonally • APPROVED CARL P. HEISE 0 CST /MPRS 220554 1042 SOUTH MAIN STREET RIVER FALLS, WI 54022 8EE E PHONE 715 - 425 -2175 FAX 715 -425 -24- r 5� 8� This plan has been prepared in accordance with the Mound Component -Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P. AUG -eT -00 04:45 PM LUND BUILDERS INC. 71542595' 9 P.02 Mound System Management Plan page Z. of 7 Pursuant to Comm 83.54, Wls. Adm, Code hunk S 11 4 11 be maintained by an irOvltival canified tc service septic tanks under S. 281.48, Stats. The contents of the Septic tank shall be disposed of in accordancs with NR 113, Wis. Adm, Code orating condition of the septic tank and outlet filter shall be assessed A ;east once every 3 years by inspection. Tha uttat fiite shall be 4100nod as necessary to ens er o eralian. The filter cartridge should nut be removed unless provisions are mods to retain so((s in :he tank that may slough o t, a tier when removed from its enc;osure. If the filter Is equipped with or, alarm, the filter shall be serviced (f . the alantt to octivated cantinuovsly. Inlermlttont tiller alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its Contents removed when the volume cr sludge and scum in the tank exceeds 113 the liquid volume of the tank. If We contents o! the tank ate not removed at the Urne Of a triennial assessment, maintenance personnel shall advise the owner of when the next Service needs to be pelformed W maintain less Ihon maximum scum and Mudge accumulation In the tank. The addition of biological or chemica; additives to enhance septic tank performance is generally not required. However, if such products are used they shalt be approved for septic tank use by the Department of Commerce, Safety and SuildinQs D'+vlslon, The pump tank shall be inspected at feast once every 3 years. All switches. alarms, and pumps shall be tested to verify proper operation., Aron effluent filter is installed within the tank it shall be inspected And serviced as necessary . .It uagw and 111IT-0. — Ist riblition 9yst2m No trees er shrubs should be planted on the 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 Wlb'at :ve surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather Instailatlons (October•February) dictate that the mound be heavily mulched for frost protecton. Influent quality into the mound system may not exceod 220 mg1L 8005, 150 mg/L TSS, and 30 mQ/L FOG. influent flow may not exCced 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 tkat each lateral be flushed of accumulated solids at least once evory le months. When a pressure test Is performed It should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and If orifice clearing is required to maintain equal distribution within the dispersal Celt, Observation pipes within the dispersal cell shall be checkeo for effluent ponding. bonding levels shall be reported to the owner, and any levees above 4 inches considored as an Impending hydraulic failure requiring additional, more frequent monitoring. n rat This system shall be oparated to accordance with Comm 82.84 Wis. Adm. Code, and shall maintained in accordance with its' component manual (680- 10572•P (R. 6/99)1 and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous Cases may be present that could cause death. Septic and pump tank abandonmerd shad be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as nWTS components. $optic or pump tank manhole fters, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed Mound. defective, or subject to failure must be replaced. Exposed access openings greater then 8- inches in diameter shat be secured by an effocove locking device to prevent accidental or unauthorized entry into a tank or component. Contlnoilincy Plan N the septic tank or any of its components become defective the tank or component shall be repaired or repo cod to keep the system In proper operating condition, if the dosing tank, pump, pump controls, alarm or related wiring becomes defectivo the defective component shall be immediately repaired or replaced with a component of the same or equal performance. ff the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in Its' present iocaton by increasing basal area M toe Ieakoge occurs or by removing biologically clogged adsorption and dlopersol media, and related piping, and replacing said components as doomed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to the Country Zoning office a '11S• or to the licensed plumber who installed the system. 3 16 0 SEE CORRESPONDENCE 1 PLOT F-I A N S `' 1 = 40 SCALE Lo7 2 uryv��r`1cp L�IYUDS v J C _ 0 40 wV e L. l 00,0 i M l.lv.610 6 3 ';L,�9� L a T 3 e� L p� + r i00.0 1 st i4,ik 99 Lv) a 3 IOCofboa cokc Scr 7 `�f�w �P I - 1 Noa -Woven Filtes Fabric 4" Observation Pipe Perforated "pistripvliom Pipe Below filter Fabric ASTX C -33 S ^d M G ,4 0 Topsoil . ,. • Elev, �J t tier o— a�� r slope Cell Of �/� 2 � forts Moin ~ � ` ,f'lowed Drain Rock Frog► pump Loytr E �" �,f t Cr oss feclion 01 _A Mound Sy =1tia± F �,$ t G 0 5__ t A e ,.7...., Ft. r „ Ft. x ..B.r... Pt. Alternate Position► L ,91 ft. o f W a.�._. (rt Farce Main ...._..- ....... L r4 "Obsttvotion Pipe �r.. ------------ ----- ------- -r -r rrr-r- r-rrr A CT 0 1/6 B .A -U.�rr .rrr .�rw rrr r -• r.. •.�-- -�srrrrrr-r-r r- Force Main -, • .... rwr r... wr-..�n.r... rsrrrs.r.rs -... Prom Pump Oi =tribuli Cell Of `— 2 L Pipe Drain. Rock I 4 'oblervotion pipe Psra+onent Morker qLL pipe or Rods Plan view of a mound system Distribution Pipe Layout Pgge S of X x 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 wiih the use of long t= or 41 fittin to a inches of the MW grade. Te=i.aate the ends of the Iaterals with a valve,;th� p • threaded plug. Provide accts from fuW:&ade for the valve; threaded cap or threaded plug. a �at i�t If Y X1 x!j :—v on 'nt P1.1}N V \F,W a. _ �---- -- P -- ---- -- I RUM rcx ' P Hole diameter 3114 inch S.Ft. Lateral I_ inch (es) X Inches Manifold " 3 inches Force Main " 3 inches #of .holes /pipe r; Invert Elevation of .Laterals 0 ,tFt. 4 G .P.M. '<_ • V4AfJ�I1tl1.10Q at "C',"Alt W U ' �►Afrt � 6 Oft �,,, Alue .f w"'TI+c R Nor vcu" c", ,wacnou aa>R r' l.x• V9NT tort: I►t ►tlp�ta LOCi+IUJQr - •••• IMA1N i g CO m1m 10 POO 00416 wna.�}uc 1.��t�•. on FACS14 aww+r w 01 I41LIUlA r UAL. N I �t..�.• � 1 K I 1 .. Flt. 4Aprav;edt� .��_ P pips w/ a • A it e ALNU► i p iTC pipo I i f f I i ou c�/ L nr nt •� ►r toutRCYr 3 " approved bedding under tank SPECIFICATIONS SEPTIC / DOSE TANK MANUF • :` ACTU RER. _ $� C�Ah1 NUMBER DOSES PER DAY: PANiC g; SEPTIC Q GAL, DOSE VOLUME INCLUDING +* DOSE G x.. AL. FLOWBACK: J . GAL. ALARM MANUFACTURER; r ; MODEL NU MBER S FL fro S CAPACITIES: A = i -, a.i INCH o t 2GAl SWITCH TYPE: rC�►1 A 2 INCHES a �: 47 C • I 'UMP MANUFACTURER: G MDDEL NUMB FR : 5 C s z INCHES : J A,'�� 8WITCH TYPE: __t11ti�cKv✓ D a � INCHES s V `'�Q EQUIRED;DISCHARGE RATE ,S GPM PUMP 6 ALARM WIRING AS PER I i LHR 16.23q ERTSCAL°�'DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION I ~ 86 I MINIMUM N PIPE 14 "' ETWORK SUPPLY PRESSURE ,�..5' , G` 3� � FEET. FEET FORCEMAIN X F'/ lO Q , FT. ?• 2.�. FEE FRICTION FACTOR . /,o. = P EET. • 9 TOTAL DYNAMIC HEAD s ET; YTERNAL DIMENSIONS OF` PUMP TANK: LENGTH ; WIDTH fir D AMETEK LIQUID DEPT! '36 �.7G G • w :GNED. LICENSE NUMBER: DATE: f " egg GOULDS PUMPS . � Submersible - , Effluent Pump • fir E R {. EXWwY 1MY 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. r APPLICATIONS ■ Shaft: Corrosion - resistant, Single phase: ■ Bearings: Upper and Specifically designed for the stainless steel. Threaded • Built -in overload with lower heavy duty ball bearing following uses: design. Locknut on three automatic reset. construction. • Homes phase models to guard • All single phase models ■ Power Cable: Severe duty Farms against component damage feature capacitor start rated; oil and water resistant. + on accidental reverse rotation. motors for maximum Trailer courts Epoxy seal on motor end .. ■ Fasteners: 300 series starting torque. provides secondary Mptels. p des seconda moisture Schools stainless steel. • '/3 and'' /2 HP —16/3 SJTOW barrier in case of outer jacket •Hospitals ■Capable of running dry with 115 V or 230 V three damage and to prevent oil +industry without damage to prong plug. wicking. 20 foot standard +Eff luent systems ' components. • 3 / -2 HP —14/3 STOW with with optional lengths bare leads. available-.. ■ Designed for continuous Three phase: SPECIFICATIONS operation when fully • Overload protection must ■ 0 -ring: Assures positive submerged. be provided in starter unit. sealing against contaminants LIMP • '/2 -2 HP —14/4 STOW with and oil leakage. Solids handling capabilities: bare leads. ■Consult factory for infor- maximum MOTORS mation on CSA listed models. • Discharge size: 2 "NPT. ■ Designed for Continuous Capacities: up to 140 GPM. Fully submerged in high- • Operation: Pump ratings are • Total, heads: u to 128 feet grade turbine oil for lubrica- within the motor manufacturer's AGENCY LISTINGS p tion and efficient heat • recommended working limits, TDH. transfer. Canadian Standards Association can be operated continuously SP Temperature: File Nt.R38549 104 °F 40 °C continuous • Class B insulation. without damage. 140 °F (60 °C) int File #83318 Laboratories + See order numbers on - reverse side for specific HP, METERS FEET Goulds Pum(((ps is ISO 9001 Registered. ,phase and RPM 'S 40 130 V±E,SH ' ; .. 1SERIES:3885� available. 3 120 -- - ' — } - - , LL - SIZE '/f SOLIDS 110 RPM 3500 & 1750 ._._. WE20H +.. .. f . _ —► 5GPM FEATURES 30 100 - -­_. -1 �, I m Impeller: Cast iron, semi- ¢ 25 e " _. open, non-clog with pump- = eo W' E,H - — so out vanes for mechanical seal 70 protection, Balanced for J woo ¢ PO E0 H ,smooth operation. Silicon so o 'bronze impeller available as on option. 40 ■ Casing: Cast iron.. voC 30 weo M :type formaximum effiw o "NPT discharge. Mechanical Seal: S i CARBIDE'VS. SILICON �0 10 20 30 40 �5 60 70 80 90 100 110 120 130140 150 rv 160GPM 1 :ARBIDE`sealing faces. 0 5 10 15 20 25 30 35 m /h stainless steel metal` arts, _ _ _ — GA _-- B�1NA-N elastomers: y A� Gou Pu l� Q 1999 Goulds Pumps ITT Industries Effective January, 1999 83885 I V I r 4 2? 04 M �; FL w ' sc° n si nHe�` �e ntof In Industry, SOIL AND SITE EVALUATI - ;-REPORT Page of 3 Dion of Safety 8 Buikfinps with RNA 83•� ode / ♦ acmd fi M UNTY ` • Attach compie a site plan on Alper rwrrt tes3 8112x 1 t inchrand , „ an mu t i c_ o e, but not limited to vertical and horizontal reference point (BM), drecti of slope, scale PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. r O ZZ - t IJ 9 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION DBY DATE 2S• Zoo I PROPERTY OWNER: PROPERTTL©CATION' -_ 89V'T_teT SE 1/4 W E, ^S 3Z T Zb ,N,R 16 E (o Va PROPERTY �OW MAILING ADDRESS � r f LO , : #', �LpC f( SU_ AME OR CSM # EPOS Z°S CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN ' NEAREST ROAD TZIV Z FA11S wj s au ( yZs- �l'l 1 �.�ti�.,tck�NU�C LN8��z`� -i PQ New Construction Use W Residential / Number of bedrooms 4 [ J AdditiQn to existing building j J Replacement [ J Public or commercial describe Code derived daily flow b o0 gpd Recommended design loading rate _ bed, gpd$ - trench, gpd/ft Absorption area required SW bed, ft Soo trench, ft Maximum design loading rate • S bed, gpd/ft - b trench, gpcVft Recommended infiltration surface elevation(s) k O\. O , ft (as referred to site plan benchmark) Additional design / site considerations I"'1 OLKr w /8'Y 13et� . r 1 I jv1 X?L *i 1 Z" o>_ - 3A Fi u Parent material Us "Liz $, oULZ L( "LL 1 - LLL Flood plain elevation, if applicable t a. •A, it S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem [is O U ®S ❑ U EIS O U ❑ S ®U EIS O U 0 S ® U SOIL DESCRIPTION REPORT A U,,j CoQa- Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed jTrench 0-9 10 -t fZ 3 z — s`� 1 Z sb l `fr- �-s - • s .6 Ground 3 S -29 -1 .9 r-t IL - 5) 4 — L csb k *L'A -• CS. _ "4 elev. P l F X00• ft 29 - 31 O _ � � .V � s �IZ s M`Fl Depth to limiting factor zg Remarks: Boring # o _9 1 oK fL 31 Z - s t J Z.'FSbYZ �>` �S - S . 6 • S z+3blr M 'J�. c s .S r6 •S 3 3y - i .S`i¢ 31Y - L lesbh m`fl- es . � Ground elev. Stiff sly s t / O ft s Q Depth to limiting factor 3 y'� i Remarks: CST Name: Please Print Phone: Arthur L. We erer 715 425 - 0165 dress: - egerer Soil Testing & Design Service - P.O. Box 74 River.Falls,WI 54022 . Signature: Date: CST Number:. oo -S6 -f� �.L1. 220254 PROPERTY OWNER U-\ 11s SOIL DESCRIPTION REPORT Page 1k, 3 PARCEL I.D. # O l D Z - yp _ 000 ' Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g in. Munsell Texture Consistence Roots . h•,,x >,, Qu. Sz. Cont. Color Gr. Sz. Sh. Y Bed Trench >> 3t Ground 3 �Y s�fz 3 1y - 1. elev. G 4.0 ft. L/ 3U -Sd S LIP- 31Y � — - S k2 S/$ L 0 Vh Depth to ; limiting factor SY Remarks: Boring # ME i Ground elev. ft. Depth to - limiting factor Remarks: Boring # t: .. ; Ground I elev. _ t Depth to j limiting j factor Remarks: 3oring # _ around 3 ;lev. ft. )epth to imiting actor Remarks: i PLOT PLAN Page 3 of 3 SCALE 1 MOUSE lv 8E__ f'T LAST ZS' �lzQwl k�UUD - . /1 1 so t • � W r l..L►vE �I �) S a p lo n. p' J ' am L'Z.Lbl.o� 3z' � L V4 y B, i Cl i m � © ��U Nor OKD" - r - m / D 1 smtLa `1113 Pr R El- \o0.O' ON ° t k V"c'K t 31 4 DtA' PVC Pl P� oo -Sb -R . Z.Z L7-00 ( 715 ) 423-0169 CST Signature Date Signed Telephone No, CST # EROSION CONTROL PLAN CHECKLIST Check ( ✓) appropriate boxes below, and complete the site diagram with necessary information. Q Q Site Characteristics p North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. C0 ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ M" of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. III Approximate gradient and direction of slopes before grading operations. V_ Approximate Gradient and direction of slopes after final grading operations. ❑ Pr Overland runoff (sheet flow) coming onto the site from adjacent areas. / Erosion Control Practices W ❑ Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of gravel access drive(s). Note: Gravel drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). 0 ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre- vent eroded soil from leaving the site. ❑ Cv1 Location of sediment barriers around on -site storm sewer inlets. • (X Location of diversions. Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than / 10,000 sq. ft. should also be diverted around disturbed areas. • Q Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, /` and re- vegetation by sodding or by seeding with use of erosion control mats. El CR' Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year -round flow.) ❑ Location of other planned practices not already noted. a � ` c am Indicate management strategy by checking (*/) the appropriate box: � Q Management Strategies ❑ CZ stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). Indicate re- vegetation method: Seed d Sod ❑ Other ❑ ` Expected date of permanent re- vegetation: " �o�, �jO 1ro1 Re- vegetation responsibility of: Builder ❑ Owner /Buyer Y" Is temporary seeding or mulching pla, ned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes ❑ No ❑ ❑ EI?' Use of downspout and /or sump pump outlet extensions. E Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. ❑ El" Trapping sediment during dewatering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. ❑ Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Mr Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Gravel access drives will be maintained throughout construction. i • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for f Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266 -3558. Erosion Control for Home Builders (GWO001) can be ordered through Cooperative Extension Publications, 608/262 -3346 or the Department of Industry, Labor and Human Relations, 608/267 -9360. I EROSION CONTROL REGULATIONS UNIFORM DWELLING CODE (DILHR) PROJECTS AFFECTED MAINTENANCE AND WASTE DISPOSAL • All new 1 and 2 family dwellings in Wisconsin started • Sediment controls must be maintained until the site is on or after December 1, 1992. stabilized by mulching and seeding, sodding or • Additions to dwellings built after June 1, 1980. landscaping APPLICATION PROCESS • All building waste must be properly disposed to pre- • Erosion control plan must be submitted with building vent pollutants and debris from being carried off -site permit application to the local building inspector in ENFORCEMENT communities where the dwelling code is enforced • Erosion control inspections will be made during other • Erosion control plan must show: regular inspections (footing and foundation, rough con- - Location of the dwelling, other buildings, wells, sur- struction, final, etc.) face waters and disposal systems on the site with • Violations must be corrected within 72 hours respect to property lines • Stop work orders may be issued for noncompliance — Direction of all slopes on the site FOR MORE INFORMATION, CONTACT — Location and type of erosion control measures • Local building inspector CONTROLS REQUIRED • Department of Industry, Labor and Human Relations • Silt fences or straw bales along downslope sides and side (DILHR), Safety and Buildings Division, P.O. Box slopes 7969, Madison, Wisconsin 53707, (608) 267 - 5113. • Gravel access drive • Straw bales, filter fabric fences or other barriers to protect on -site sewer inlets • Additional controls if needed for steep slopes or other special conditions STORMWATER PERMIT (DNR) PROJECTS AFFECTED — Proposed erosion and storm water pollution control • Any construction project that disturbs 5 acres or more practices during and after construction • Smaller sites that are part of a planned development — Documentation that an erosion control and storm involving 5 acres or more of land disturbance water management plan which meets DNR standards • Effective October 1, 1992 for any new or continuing has been prepared (plan does not need to be submit - project ted with the application) • Exceptions: Indian tribal lands and work done by local —Other information related to site location and per - government staff mit holder APPLICATION PROCESS CONTROLS REQUIRED p (Form #3400 -161 • Erosion control measures specified in the Wisconsin • File a "notice of intent" application ) with the Department of Natural Resources (DNR) 30 Construction Site Best Management Practice Handbook days before construction begins • Measures to control storm water after construction • Application must include: FOR MORE INFORMATION, CONTACT — Timetable for land disturbing activities and installa- • Department of Natural Resources, Storm Water Per - tion of erosion control measures including project mits, p O. 7921, Madison, WI 53707 -7921, (608) start and completion dates 266 -7078 LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. A publication of the University of Wisconsin- Extension, in cooperation with the Wisconsin Department of Natural Resources and Depart- ment of Industry, Labor & Human Relations, Ron Struss, UWEX Water Quality Specialist, Western Area, and Carolyn D. Johnson, UWEX Water Quality Specialist, Southeast Area. University of Wisconsin — Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX requirements. GW0001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites 1-0t 93- 15A -10-s 1 r a �i� 22��•�I'1� s i ul _ <� 4 CO cJ t � N M 1 a T iff W i W C a . Q , Q! I 4 I Y ILCS ` N1 a o ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer ll�c.k /►G ► �� - _l- l -�J�(1 Mailing Address 4 `f 33 '4 3 rd � v2 , So u wr /� � nnPl�t /�O I is Mn • �� �f Property Address J 5 h A. (Verification required from Planning Department for new construction) ` City /State !R WER F'► i1 S uu Parcel Identification Number 0 - I o9d - yD -6 0© LEGAL DESCRIPTION Property Location SC '/4, N /,, Sec. j�L, T d6 N -R-lb _W, Town of kiesia icK - Q N ',, . Subdivision , Lot # Certified Survey Map # (off $ $a1' , Volume I'F , Page # .3 ? !1 0 Warranty Deed # & 3 3 34 Volume I 55- , Page # 11-3 Spec house 0 yes 9 no Lot lines identifiable ba"yes 0 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 the 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 roaster 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. Vwe, 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 Deparhnent of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating chat your septic system has en maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three ear expiration te. Z�' ATURE F AP LICANT DATE OWNER CERTIFICATION 1 (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property describe ab e, y virtue of a warranty deed recorded in Register of Deeds Office. GNA'fURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.****** ** Inchule 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 v(1(. 1557PAGE 113 DOCUMENT NUMBER 6. :a:23 1 3 4 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD Gerald A. Williams and Carol Williams, husband and wife, Grantor, 11- 06-2000 4000 PM conveys and warrants to Jack D. Rietschel and Michelle A. Rietschel husband and wife, Grantee, the following described real estate in 5t. WARRANTY DEED Croix County, state of Wisconsin: EXEMPT N CERT COPY FEE: Lot of Certified Survey Map recorded in Volume 14 of Certified Survey COPY FEE 0 Maps on p a_ye 39 40 as Document No. 28829 located in the Southeast TRANSFER FEE: 126.00 Quarter of the Northeast Quarter (SE NE 1/4), Section 32 RECORDING FEE 10.00 Township 28 North, Range 18 West, Town of Kinnickinnic. PAGES 1 NAME AND RETURN ADDRESS Farm Credit Services 186 County Road U River Falls, W1 54022 022 - 1092 -40 -000 Parcel Identification Number This is not homestead property. Exception to warranties: All easements, restrictions and rights -of -way of record, if any. Dated this day of November, 2000. (SEAL) /V (SEAL) Gerald A. Williams (SEAL) W'( Q a (SEAL) •�,������� Carol Williams t L;� 'I� m ON ACKNOWLEDGMENT Sicfnattir °' °i ii ^�( ,2 STATE OF WISCONSIN ) 4` C r P U B _ � � �OP� COUNTY ) '.. authent qjl- s" . day of , 20_ Personally came before me this � day of November, 2000 N \� the above named Gerald A. Williams and Carol Williams O (signawt to me known to be the persons (s) who executed the . N f oing instrument and acknowledge the same. (Name Printed or Typed) C TITLE: MEMBER STATE BAR OF WISCONSIN L (signature) (If not, authorized by §706.06, Wis. Stats.) * ��{v tva� (Name Printed or Typed) THIS INSTRUMENT WAS DRAFTED BY: Notary Public tti „ w County, Wis. Joseph D. Boles My commission is permanent. (If not, expiration date:) Rodli, Beskar, Boles & Krueger, S.C. ( P.O. Box 138 �bvkt 2� 2 JO L. River Falls, WI 54022 1 (1 A U C '0i1U r I Il4tii d� I I,1Itrr1: . II v ' h 7 -.- 1'= �...1. (.��^� VE �' /VIA P I.ricatnd in tim -'ioul1w;j;;l. (I,,;, f I.1. v I i], 1•Jflt•Llli asl. quarter of Section 32, 4 '1. 'ZBN, R 18W , 'Fown of l:in"if:l ilmic :4 Ct•oix Golluty, Wisconsin. Owners: Gerald & Carol. Williams 1056 E. Cty '1']c I'm" River F alls, Wi. 540"U ` NORTH LINL Or- lllF• NF 1, '4 NE Corner . N89 ^5r,'11"r P f,.3,'ofl' See. 3Z-Z8-18 (1" iron pipe found) . l3/ ©.54' f i; IJ 1 /4 Corner 2 i. Sec:. 3Z- '28 -18 (Comity surveyor's 0 1 I t;. . M. VOL._ 12 , P. - 32 91 11101lutnent "foutul) . I i u; _ I L OT 1 N 139* 47' 40 "E 416.87' t, ��•....... 304.28' 33' 33' i a I West line of Q Irk ®TT 2 I` . the S1 1/4 of the NF l / w uI InI 9 Sq.ft. (2. 17Z acres) ZI ai I; o(", including eight -of - way : N Q I 'u '" 87"200 Scl.ft. (2.002 acres) U :U � I� °o O� T1 ( vI excluding right -of -way • 100' N Z I Ol U) 00 l' riopgONJO --1 �i I 384.25' Cput"' U) 3:. Clic , mrallc. ° —�I - J 09'47'40"W 416.87' Fy G Zonln9 and pal'rs C � lt1 � I � UN1'LATTED LANDS - "' I N 09'47'40"E 416.87' . z da of - �� —.- 384 .23' I p vi 31 YI - U) 37_. I 4t 1 notrncotdod dalo e4P toval ; SQ1 iI' h.l a PPtOVa1 v oid , � � - 00 v null and p I ti I O s QI o IR I I z 2 IL 0 -n 3 � N . J 1 JI M t I to t in U! IQ� uI I , u , 94612 Sq.ft. ("Z. 17Z acres) 1p �� iu o i;� `' including right -of -way . p lU �I I t11 87200 Sq.ft. (2.002 acres) O N 0i ; I excluding right-of-way. to —I I J I 33' 304.20' S 69 ' 47 ' 40 " W ' 416.87 ' I 1_INPL.AI TED LANDS �ti�flfif� Legend �c �N • S(!cti.oli corner nionun - lant (as noted) . HARVEY G. 'lr'r = 0 1"X14" Iron pipe weighing 1.68 JOHNSON S -1899 hounds per lin • foot set- HUDSON £ 0 1 " I rnn pipe found, W ` , '� of t CE tit ffrfin! rf Pw;1ri1) I.eferenced to the North line 11 L " as t 3Z :;uni V �! f S , �c.LSt c ua��ter o �A1F2 � iJ it N 8 56' 1 1 "E. 400L673 '1I6 , inst runleill. drafl by: Vul.1II Page 3940 .4') R . Description A parcel of land located in the Southeast cltuu ter of the Nt►t thcast quarter of Section 32, Township 28 North, Range 18 West, Town of K inuit'I:ir►nic, St. Croix County, Wisconsin, de- scribed as follows: Commencing at the North quarter ct ►rncr oF sk.-t;ti;►ir ;12, theme(: l 89 degrees 56 minutcs I 1 seconds Cast 1318.54 feet along the Noi th Iiiw of the Noi theast quarter of Section 32; thence South 00 degrees 19 minutes 27 seconds `'Vest ! ,8_18.95 Feet to the Point of Beginning; thence North 89 degrees 47 minutes 40 seconds bast 1 10.117 Feet; thence South 00 degrees 19 minutes 27 seconds West 226.94 legit; thence South 119 degrees , 17 11rinutes 40 seconds West 416.87 feet; thence South 00 degrees 19 minute:; 2 7 seco11(js \Vc!,l 66.00 Feet; thence North 11 t ( 1 minutes 27 sec - 11' 1'�et� thence South )) degrees 19 n rt •Fast 1 l6. 1 c, degrees 47 minutes 110 seconds !, ands West 226.97 feet; thence South 89 degrees -17 minutes 40 seconds West 416.87 feet, thence North 00 degrees 19 minutes 27 seconds 1 1 5 I9-k) I feet to tine Point of Beginning, Coll- willing 189,212 square feet (4.344 a(res) 11101, 0; I� ss, and h6lig sub Iject to all eascmuUs, re- strictions and covenants of record. 1, Harvey G. Johnson, registered Wisconsin I,autl `;m hereby certify that under direc- tion of Gerald Williams, owner, I have surveyed and mapped the above described property; that such map is a true and correct represen1.111on of lltc ox let for Ilou11d,u of the land surveyed, and that I have fully complied wills the provisions of`;cction 2:10.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance, and 11w Town ol'Itiinnickin11ic Subdivision Ordi- nance to the best of my professional knowledge, understundiug and belie!'. .a "01111/111jr, . 11A i?�f; Jo f �, Q. N ., Z ,A V I Iarve 4Jn- 5 -1899 y ° tv( p Johnson Surveying, Inc. ,. 216 Meadow Drive North Hudson, Wis con in 51016 -1128 � S t'R \ e ��i►���� Each parcel shown on this map is subject to stall., comity anti township laws, rules and regula tions (i.e. wetland, minimum lot size, access to p�uct 1, etc.). BelMe purchasing or developing any parcel contact the St. Croix County Zoning Office and appropriate town board for advice. JUNE 27, 2000 Date of City of River Falls r►1111r/1v.1 L . ;J Bergsti��ri, City Clerk. Date signed. M;n --1 fu I. ut *� cn o • . [!1 1111 C to r N - Ilfrl C:7 •-� fU Irl G7 �:rl'Q 7s: r 4 t1 6 mr T1 M . r � • .{ � p4 � ��1� W . 11 ft � M Vol-I Page 39 A' C'i o » Z b V mr� 0 0 '' >r t7 to HCn