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HomeMy WebLinkAbout034-1010-30-000 - --'. ,ent of commerce PRIVATE SEWAGE SYSTEM County: St. Croix g Division ►zNSPEGTION REPORT Sanitary Permit No: 453110 0 INFORMATION (ATTAGl-1 TO `PERMIT) State Plan ID No: ,rmation you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ler's Name: City Village X Township Parcel Tax o: r, Brian Springfield Townshi 034- 1010 -30 -000 i Elev: Insp. BM Elev: BM Description: Section/Town /Range 1 c? C E <.. I � < . .» t:' " (' ,—_ 1 05.29.15.7 AK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1 17 Benchmark 5. Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet TAN SETBACK INFORMATION St/Ht Outlet TANK T�Q P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet J Septic NJ c "� Dt Bottom $ •( o f Dosing ! Header /Man. Aeration ,` Dist. Pipe O , Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer 7 Demand St Cover Lc -i�t� V a 97.E GPM Model Number , U - cam., 4a L.,-i L -T /a3 DH Lift Frictio Loss 3•i System Head +r- TDH Ft 1,5 f' ' �{.. z 3 . Forcemairi Leiigfh Dia; st o+h+eH ______ _ -- 7�r SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Li ui DIMENSIONS 7 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEA ING anufacturer: INFORMATION Type Of System: � " T- CNAM el Number �r � ti I c , % � NtT ' 4Q y ...eQ DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole S x Hole Spacing Vent to Air Intake n Pipe(s) i / 51.3 Z r ) / p 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 xx Seeded /Sodded xx Mulched Bed/Trench Center r Bed/Trench Edges f Topsoil T I 1 C� Yes No Yes COMMENTS (include code discrepencies, persons present, etc.) Inspection #1:_ N l04 Inspection #2: ertr.r t Location: 2884 110th Ave Unknown (SW 1/4 SE 1/4 5 T29N R15W) NA Lot Parcel No: 05.29.15.7E 1.) Alt BM Description= S x" C zv Qlaw d /c. 2.) Bldg sewer length = �� - amount of cover 3.) Contour = (D-3 Plan revision Required? % Yes No �� �� �j •`�` Use other side for additional informati n.'___1 SBD -6710 (R.3/97) Date Insepctor s Signature r l_ �.J�C -s,5 U Safety and Buildings Division Couory� r-� 201 W. Washington Ave., P.O. Box 7082 Sgtnitxey Prnstis Numbs (to be ad in by.Co.) Madison. WI 5374 — 7482 �� (' 0 �scon$n (608) 263546 '�Zv+ St ,,, P N umber Department of Commerce 11CStl�n Sanitary Perm �_ P in formation you provide project A (if difTerent thca rrlsilioE sd x3. wi n. Adm. Law, _ .__.__ 2 D I O, � fa accord with Comm ea Priv.cS , �� r,l' � may be ussd for secaadzrY pt� 9 Lot Block Block M I, Application Infor ttwuon – Please Print All information pgsrcei # � 's Name Property Q \ ptc„N.n t ru;im , lvv J��j�J lC,t,� w C^'atiGOFF�, Prop"" Qwn I MAMAS Address l /lJ �d ✓ z PboneNumbtr n flf� Zip Code City, 5tatt _ �` i� N; R r Yr' J SLbdivisioa Name CSM Number w 75�i��. 11, Type of SMMUng (cheek all that :pPly) 1� or 2 Family Dwelling - Nusabar of Badroottts r^ owno1p of ❑City ,^;1Jil PubltdCoramacisl - Describe Ilse s State Owned _ Describe Use Cam fete line D if applicsbla) III. Type of Permit: (Check only bas box as line A. o Modification co Existing System ldia$'r� Replacemen t only ❑ P.4plscetnear ad System 0 TregtsttendHo Iasu A• w $ysram List Previous Petacit Number s ,> e }d Q Chu a of [] Permit Trans to Noll q 4- 1 g, Q Permit Renewal it Revision plumber Owner I Before F.rcpisenoa '____. - -"'- 1 j Single Pass Sand Filter S ste a tAat s � ��° Iy. T of YD Mound < 2 4 in. of suitable soli Q mutating Sand Filter D Me > 24 is of suitable soli C Aerpbic 7raasmeQC Unit j] Non preeurized ia Ground g Q Pet 1=11ttr Q prees_j_d ln- Ground l-less Pipe Q qtr (explain Constructed is Chamber Q Dn Line ❑ l3ra re sac Media Filer ❑ I.cechin ,tee Pro sed (s� SY �aoa�^ r RaeiraAaon S s Arse Req ' ed (st) Dis (//j J srattVTrestrnent Area Informatioa: �.. V. Dis D+ap ow ($pd) Design Soil ppliration e(gp Site Sto l Fti er Plastic Deli / --� prefab Chats 6 - v Tott7 Na Msnufictur�T . concrete Constructed VL Tan k Into �'ry to Wiens of Units Gallons ?4e 5tcisriag Tanks Ttak+ Segue of Holdings Teak datobic Tnscmem Usk PO taaala { (yamber r° J for iaacalbtion of the �'TS shown oa that egtsehed lens asaurnenspoa Mp aibility Susing" Phone Nu?r�ba� �� VU. Res onsibill statement- 1, the, under d, g P -S� m�� j �/ j r 6 6 bad Flurt+ S98natute '� L� �/j l Plumbaj'� Neiae (Friar? Plumber's Address (Strae4 Ci ' tale, Zi tamps) / Cy�J Us '�G��2 Date Issued VI1T. oua /D aliment Use 0111 Sani permit Foe (includes G� ,+ydvaterZ b Approvcd (� Disapproved Surcharge Fen) -1 501 7 owner Given Reason for Denial !ova 3 l l�� S � lt►ans of Approv ors for Disspp J 3YTEM OWNER. (�t� ep an , effluent filter and dispersal cell must all be servi ce d /maintained ✓Zt+ as per management plan provided by Plumber. j 2. All setback requirements must be maintained as per applicable code /ordinances. � Astach taiaPleta puss n In sin (to the County only) to the sys >� got leas thsa :11(n t (R. 0$102) isconsinDepa entot !�!r SOIL EVALUATION REPORT Page r of 3ivision of Safety nd Buildings in accordAnce with Comm 85, Wis. Adm. Code ,.�',�r , ) rr�� rr,,/� County Attach complet site pl��t`dl+ pa4ePnaf aQf than 1/2 x 11 inches in size. Plan must include, but not invited to: vertical and horizontal ference point (BM), direction and parcel I.D. percent slope, cale or dirnenSions rWrth arrow, d location and distance to nearest road. ��Je �� v �: iai�.�r1�>;�1Liot�rmation. R ew Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). _ �j�Y Q Property Owner Property Location c C l/C /P (P A I Govt. Lot 1/4� S T N R/ S E (or Property Owner's Mailing Lot # Block # Subd. Name or CSM# City State, Zip Code Phone Number 13 city ❑Villa a Nearest Ro d New Construction Use: esidential / Number of bedrooms Code derived design flow rate A a (l GPD ❑ Replacement Public or commercial - Describe: Parent material ^ L� Flood Plain elevation if applicable _,/ ✓f t2 ft. fI and recommendations: J —1, �-- 5/Z4//6 Boring # Boring �} a Pit Ground surface elev. ft. Depth to limiting fa d or (7c in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 -1 z- 3/L Z j Boring # C Boring � r pit Ground surface elev. ) eft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 d > < > < ` Effluent #2 = BOD < 30 and TSS < 30 1 - BOD 30 220 and TSS 30 150 _ Effluent # � mglL mglL CST Name (Please Print) - - Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 `/� 715- 246 -4516 i l I Property Owner _ Parcel ID # Page of ❑ Boring # Boring ( Z w, pit Ground surface elev. ` ft. Depth to limiting factor L in. cal Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 - lo , "; m /, c� 2- 5 s bk �ir� 7 ,.3 � �>'_. s � -�,.� , - � � � 5 % -- m — �� nil �✓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 GPDM in. Munsell Qu Sz. Co nt. Color Gr. Sz. Sh. `Eff#1 - Eff#2 C] Boring ring # Ground surface elev. ft. Depth to limiting factor in. F 0 Pit Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a 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. SOD -8330 (R000) I Soil 'Test Plot Plan Project Name Brian Weyer Shaun Address 1183 205th St. Baldwin Wi 54002 644 #226900 Lot ----- Subdivision --- ---- Date 5/3/04 SE 1/4 S W 1/4S 5 T 29 N/R 1 5 W Township Springfield Boring Q Well PL Property Line County ST. CROIX r`, BM or VRP Assume Elevation 100 ft. Top of 1/2" Pipe System Elevation 103.5' *HRpSameasBenchmark Alternate Benchmark Top of 1/2" Pipe 99.1' Pro 4 Bedroom House Property Line to B -3 103' 102' ❑ B- 101' -2 ❑ o r ^ job ' , B.M. * � Slope Alt. B.M. Scale = 1/4" = 10' 1 10th Ave PLOT FLAN PROJECT Brian Wever ADDRESS 1183 205th St. Baldwin Wi 54002 SE 1/4 SW 1 14S 5 /T 29 N/R 15 W TOWN Springfield COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/3/04 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK DOE TANK SIZE 765 1255 gallons LIFT TANK SIZE S MOUND )00( SEPTIC TANK SIZE g HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. To of 1 /2" pipe Top ASSUME ELEVATION 100 Filter Zabel A -100 BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 103.5' Grading is to be done to divert run - off away from system Pro 4 Bedroom House 1320' Tank is to be properly Property bedded and provided with _V Line lockdown covers with approved warning labels B -3 r, 103' 102.5' 102' B-1 101, B-2 * 9% Huffcutt Combo Tank B.M. Slope Alt. B.M. Top of 1/2" pipe @ 99. F Area 15' below system is to remain Well is to meet all undisturbed setbacks found in Comm. 83 Scale = 1/4" = 10' 11 0th Ave Safety and Buildings • ' + + 4003 N KINNEY COULEE RD co mmerceml.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isco nsin www.commerce.state.wi.us /sb e partment of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 19, 2004 CUST ID No.226900 ATTN. POWTSInspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1 101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/19/2006 Identification Numbers Transaction ID No. 996847 SITE: Site ID No. 672080 Brian Weyer Please refer to both identification numbers, 110' Avenue above, in all correspondence with the agency. Town of Springfield St Croix County FOR: Description: Proposed Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 948089 Revision; Maintenance required; 600 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.0 1 /0 1), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The approved changes will become an addendum to the plans that were previously approved on March 26, 2004 under Transaction ID Nn_ 9R196G T he owner, as e m c ap er 0 ,Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, the "Mound Component Manual for POWTS - Version 2.0" SBD- 10691- P(N.O1 /O1). The pressure network is to be constructed in accordance with publication SBD- 10706- P(NO1 /01) "Pressure Distribution Component Manual for POWTS - Version 2.0 ". • 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. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. eOf 1. �. AD SHAUN R BIRD , Page 2 5/19/04 Owner Responsibilities: • 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. • Comm 83.52(1)(a) - 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. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, 6^ewl)61� Fee Required $ 60.00 Fee Received $ 60.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 RECEIVED) MAY 0 6 2004 SAFETY & BLD Cover Page GS Div. Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 05/3/04 Owner: Brian Weyer Location:SE1 /4SW1 /4 S5 T29 N,R15W 110th Ave Springfield System type: Mound System (Revision) Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -8. Maintance and Cont cy plan 9 -11. Soil test Shaun Bird Signature ,, License numb e 900 W DFPARTMENT OF COMMERCE DIVIsicM OF "TYAND BUILDINGS SE=E CORRES NDENCE PLOT PLANE PROJECT Brian Wever ADDRESS 1183 205th St. Baldwin Wi 54002 S_E 1/4 SW 1 14S 5 /T 29 N/R 15 W TOWN Springfield COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/3/04 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter ZabelA -100 BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 103.5' Grading is to be done to divert run- off away from system Pro 4 Bedroom House 1320' Tank is to be properly Property bedded and provided with Line iockdown covers with approved warning labels B -3 103' 102.5' 102' B-1 101'6_2 9% B.M. * � Slope Huffcutt Combo Tank Alt. B.M. Top of 1/2" pipe @ 99.1' Area 15' below system is to remain Well is to meet all undisturbed setbacks found in Comm. 83 Scale = 1/4" = 10' 11 0th Ave y _. No Designer Date Non -Woven Filter Fabric 4" Observation Pipe Perforated �Aistribvtion Pipe Below Filter Fabric f ASTK C -33 Sand -��.,� -' G �H " Topso►I - -= - - ¢ �^ __ i E % Stope i Force Ma \ Bed Of f� 2 2 Layer Drain Rock From Pump ' E. Cress Section Of A Mound S stem Usin A Bed For The Absorption Area G 1 A Ft . h t -- g Ft. Ft. K 77T Ft. L c Ft. ` l` W � Ft. L 4`Observotion Pipe _.._ K o © Force Mo i n �, A —° - - -- ------- ______- ----------- - - - - -- -- From Pump W i n c 0 Distribution Bed Of %z - 2 'Z Pipe Drain Rock I 4Observation Pipe = nCc Permanent Marker Ads- - i Pe or Rods Pion View Of Mound Using A Bed For The Absorption Areo FAGS OF Perforated RiptD Oat" / �1 _E n- - Yiear ' �Ferforotea �. PVC Pipe o Nolan f.ototea On r ottorn. A equally Spoceo l � Ir C pYC Forte Main 3 FIRST 1006L Ut�xt re GannK }nor l' PVC Manifold Pipe Oisuiou"on Pipe 11 distribution Pipe Loyouf F Ft. R Fi. X/ Inches YC: Inches Hole Diameter-L/.�Inch Signed: Lateral Inch License Number: Manifold Z— Inches Date: Force Main Inches of holes/pipe .' Invert Elevation of Laterals Oft. D SP Cir ICATIONS F r CROSS 5 £ �!�P CtiAMB.•R SEPTIC TANK ApF}}OV ED IZ., rSZN • ABqug Ggp►DE jUgCTIONi BOX HOLE COYER W ITK C014DUIT W/ PADLOCK ' 4ss C VENT PIPE #1IN�3 OR WARNIRG LABEL. �D. F`ROK D4 • .IR ZKTAifE �` r Ott FRE�IY . j jt�JOE x•�• IS c LET TIG HT, r zx Ls TIGHT 5EA SEAL AppMWED PIPE vAT£Lt _ — s ALri 3 099 EP► s SQL ON ID SOIL APPXIVED F i LT B a C t FF PIPE 3ID - 0 1 11 , Of S 0 PUMP OF'r EL'EV BEDDI3iG V i�FD TANy- CO �E/T±E PAD 3 a AppRt3Y ED Sp�CZFZCAT PAY. xu SE ? DOSES PER DOSE t M� zHCS�OZ ���� GAL - SEPTIC DOSE FRER� ✓ DOSE v�3� F LOWBACK �..�. -• A S GAL. . AL K T! G TASK �-� :�� •i I3�fGH.ES SIZES: SEPTIC GAL. � CAPAGiTIF -S' A �-- - 2 INCHES 1:A MODEL INCHES = GA MOnEt. �i�iBER'- / C yZ=C8 TYPE - fl I1NCK£S CT'�1g£R = �" �G AS z L " g M P 24ANjFA PER KODEL HUMBES' 15.23 yuc cs WIRit* ,.:.,, .��� � £ � AL,}�RM �7 FEET SWITCH TYPE: GSM '���'- pZtl4P TZ ON 4TPE • FEET REQ�3IRf� DI SCpARGE RATS III STR . B FEET pDKp OF F AI ;FFEREIdCE B�TKSpR SiuRE - • f'RZCTZOH gACTOR FEET VERTICAL B SUPPLY f�' A. ,7YH� f m , + H NElORK i. F'T! Ii3D TOTAL FEAT FORO� X - �ZaTHG� D�A �---- 4� pu MP TANK • �,LNGTH INTERNAL D1MEN �SOI�S L'�QI3I0 � XT E: LICtNS SIGNED: —�'... TOTAL DYNAMIC HEAD /CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING MODEL 152/153 w MODEL 152 153 Mu- 50 Feet Meters Gal. Liters Gal. Liters 153 5 1.5 69 261 77 291 12 40 10 3.1 61 231 70 265 152 C, 15 4.6 53 201 61 231 w 20 6.1 44 167 52 197 x v 30 25 7.6 34 129 42 159 z 8— 30 9.1 23 87 33 125 r - - 0 < 2 35 10.7 -- — - 22 85 o I 40 12.2 -- -- l i I 42 4 i Lock V 38.0 Ft. (11.6m) 44.0 Ft. (13.4m) 10 - - - --- oiasoa 0 20 40 60 80 100 GALLONS LITERS 5 1/4 0 80 160 240 320 3 27/32 4 5/8 FLOW PER MINUTE I 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS e _ .. a • Timed dosing panels available. 3 27/32 • Electrical alternators, for duplex systems, are available and supplied with 6 an alarm. �— • Variable level control switches are available for controlling single phase I systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM1420, • Over 130 °F. (54 °C.) special quotation required. i 1521153 Series 12 1 1521153 MOOELS Control Selection — Model Volts•Ph Mode Amy Simplex __Duplex_ 5 1/8 N152 115 1 Non 8.5 1 2 or 3 BN152 115 1 Auto 8.5 Included 2or3 t .20ee E152 230 1 Non 43 1 2or3 i BE152 230 1 Auto 4.3 Included 2or3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float 8E153 230 1 Auto 5.3 included 2 or 3 switch. Refer to FMG477. D CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most of (4) float System. 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. MAIL TO: 80.80X16347 x Louisville, KY 40256 -0347 Manufacturers of.. SHIP T0: 3649 Cane Run Road o N ' ,Q�/g a Louisville, KY 40211 -1961 Urr RIM'S SINCE Af - M (502) 778 - 2731.1(800) 928 -PUMP http:flwww.zoelter.com PL/MP !O. FAX(502) 774 -3624 © Copyright 2000 Zoeller Co. All rights reserved. 4 ST CROIX COUNTY SEPTIC TANK• MAINTENANCE AGgEEMENT AND OGEE SHIP CERTIFICATION FORM owner/Buyer Mailing Address Property Address fired fr planning Department for new construction)- (Yc :rificatton requ OrD Parcel Identification Number City /State {DQ�tyu -7 LEGAL DESCRIP7 . W Town of ;t 1/4, Property Location F Sec. Lot # Subdivision ^` Volume � -- age # ----- • Certified Survey Map # — 3� arranty Deed #� < Volume age # Lot lines identifiable�es ❑ no e py�no SYSTEM MAPi'p Improper use and maintenance your septic sy ars or sooner, if needed by a�licensed failu p ro p er umper. What you Pu into s consists of pumping out the septic tank every three years stem can affect the function c f the septic tank as a treatment stage in the waste disposal Y in Department a certification form, signed by the owner and by a The proper owner agrees to submit to St. Croix Zong p o er verifying that (1) the on -site wastewater disposal system masterplumber, journey..nanplumber, restrictedplumber or a licensedpump the septic tank's less than 1/3 full of sludge. is in proper operating condition and/or (2) after inspection and pumping (if necessary), P maintain the Private sewage disposal system with the standards agree to I/we, the undersigned hr ve read the above Department of Natural Resources, State of Wisconsin. Certification set forth, herein, as set t y the Department of Commerce and the Croix County Zoning off within 30 stating that your septic s ystem has been maintained must be completed and returned to the St. da the three year a +cpiration date. DATE SIG A" OF MCANT -- OWNER CERTIFI knowled e ( ) I we am (are) the owner(s) of I (we) certify that all statements on this form are true to the to Register of Deeds Office. the property described t.bove, by virtue of a warranty e DATE SI APPJCANT mis- representedmay result in the sanitary permit being revoked by the Zoning Department. * * ** ** Any information that * * * * ** d warrant deed from the Register of Deeds office ** Include with this a �plication: a stampe h' a copy of the certified survey map if reference is made in the warranty deed Page ° t EST PLAt4 WTS Sys - rem MANUAL & MANA sP tPiGATIONS pOTEM f S� al O, NA So l Tank CaPa' fl NA FILE INFOPJAAnO / $eptiG Tank Mau oturer --� pwner G "' rev t1 NA Permit #. 5 g{fiuent Titer t►Aan±► E3 NA uem Filter Model >� NA OESIflN Pl ,�° al t? NA Number of Wfoom Pump Tank Caps Y NA I Units s1(da Pump Tank M orer Number of Commercia ❑ NA WW WMGle Mantufal al/d Pump �.� �- 13 NA [9 (Estlmated x 't �'G? atlda Pump Model n AoMr(P� Pretr+satrnent Unit [3 Peat Filter ApPr'�'flOt' Rate Monthly Wsmge p SendK3rz0veJ Finer ❑ Weiland trtflusnt/Effluent Quaiity 0() mgr ❑ Mechanical Aeration ❑ Other. Fats,- Oil b Grease (FOG} 5 22o mg /L (3 t)isinfection I ox yg e n remand (BOOS) re n„ ctur B ' Total suspended Solids Rss) . ❑ NA Mon thly erage" � pe rsat Cet[(s) E3 in-ground (pressurized) [3 in- ground (gmvttY �p und pre}-s Efiuent Quality 8005) S30 mg1L C 3 At-grade O Other. Biochemical Oxygen Demand ( 530 mg/L ❑ Dri ine . Total Suspended Solids (TSS) 510' it QOmI rda9 stswater "'° (g eomet r ic mean) y, inch diameter . Vetoes typ {� for domestic (norr�oortur+e Fecal CoCfoRn (g septic rangy eff{uenL led was te w a ter. Maximum Effluent Particle Slze .. values typal for pretrea Frequency CE SCHEDULE Servlee Maximum 3 yes.) MAINTENAN p rnonths ar(s) Serriae Event of tank volume At toast once y -third ( ever a uals one�) Inspect condition of tanks) When combined sludge and scum 4 r(s (Mydmum 3 yrs.) ❑ non • Pump out contents of tank(s) At least once every ar(s) tsae call(s) ❑months . inspect disPe At least once every, Ks1 ❑ NA > ❑ months Clean effluent flher At least once every --� D NA mp, pump controls & alarm p months eaKs Inspect pu At least once every s O NA Flush laterals and pressure test p months a y ea K ) At {east once every 00101 At least once every ❑ months G years) ❑ NA order. ch n one of the following licenses or PENANCE INSTRUCTIONS an individuai�S I ��r POVYTS Mghtainer, Septa9e Of tanKs and diepemal delis shall be made by identify am missing or broken inspeetlof plumber. Master Plumber Restricted sew° POGO of the tank(S) for any back up tiiow Master ns must include a visual and lnsPecd a end scum to eck y to check the effluent levels Tank inspeci ��g Operator. b measure 'the volume of combined a vis of e ffluent on me ha , iderift any packs or leaks, The dispersal cellN) shall be Yi suatt lnsP pond or of effluent on the ground surface• riding of effluent on the ground surface, ulatory authority in the observation pI and to check for any Po req uires the immediate notification of the local reg equals one- ttiind ( or more of the tank volume, ch NR ground surf may indicate a failing s ludg e d e n and um sect of to accordance with e and scum In any tank eel erobr and dispo When theCombined of t tank s hall be onents - , and any removes by a Septage Servicing Op entire con retreatment camP 113, Vylsconsin Administrative Code onents. P a crrrtified P' Maintalner. of effluen! filters. mechanical or Pressurized P01t1fTS comp rfamted by The siervicing at intervals r 12 months or less shall be of �mpiebon of any sernCe event other maintenance or monitoring to the local re9ulatvey authority witfiin 10 days A seMgO report shaft be P� roduds or other AND OPERATION for the presence of painting P sTART UP ef5al cell(s)- if high concentrations are For new conshvction, Prior to use of the PODS and/ d age tfie "usP mror Prior to use - chemicals that may impede the treat tan P rocess by a septage servicing oPe detected have the contents of the tanks) _ -.- i Page 2 of and dispersal a frozen at the infiltrative surface- r estored sciti'ro When povW is r estored alts excess S start up snali not occur when above normal h►gh�uater levels, the t�eC(s) and may restilt in the pump tanks may oett(s) in one large dose. o ; onto i s O the P � tan removed by a Ducing ter outages P do the cnspetsa[ . ntents � P wast" ter grill be discharged t. To avoid this situation have the o contact a Piun t or ppllYTS Maintainer to surface dis�e of a f� p� to the effluent pu is within the pump . badcuFle Ser►ndrt9 operator pump controls to restore normal leti►e assist in manual OP ' Oo not drive of park over, or o lerwise disturb or compcompact veha s over tactics rsal Csb- lion area- Do not drive or pa of any mound or at-grade soil absorp rfom►ance and prolong the fife t down slope i the Pe , d foss: d�P oceCuninafion of the foitowing� from the wastewater the area within 15 fee stream tnaY P degreaser Reduction dgatette butts; condoms; cotton Sywabs; herb icides; meat n drain (sump pump) Water and vegetable peelings 'gasoline; gt">;ase; of the POVYTS: antibtobits; -baby �P� � softener brine. . fat; f�ouroatio es; sanitary napkins: tampons ;-and waste, ssc+�"al>s. me dications; vt4 i?�dng ptoduds; d steps s �(� �� to lnsur�e that the ggAN00NMMicNT' faits andlor is p ermanently taken out of service the followin sr�onsin ,t�rntrtistrative Code: When the POW TS abandoned in compliance w ith c h - Comm 83.33, sings Sealed- system pttiPeriY and safely a Servicing Operator. Ali pip 9 disposed of by a SePtat3 in to tanks sod prix shatt.be disconnected and the abandoned Pipe The contents of a![ tanks and pits snail be removed and properly ttS She!( be excavated and removed or their covers removed and ffie void space After pumping all tanks and p' fitted with soli. g� or another inert solid material. kken. m Pro a code CONTINGENCY PLAN d cannot be if the POWrS falls an rePalred the following measures have been, or must be ta complian mP ( a �nent system: utilized for the location: of a replace and should not 17 A suitable a laosment-area has been evaluated and may turbance and Compactio from dis tem. mPlaoement area should be protected fed structure, tot tines and wells. Failure to absorption re setbacks from existing and propo be infringed upon by re4 wtu result in the need for a new soil and site -evatuation'to establish a suitabl protect the replacement area must Comply with the rules in effect at that time. replacement area. R system fe lace the failed POWTS. meet lase is not available due to Barring advances setbacko nd/or soil (imitations. in POYVT O A suitable replace be installed as a last resort t P a sor�.and echnology a holding tank may a suitable replacement area_ Upon failure of the POWTS The site has not been evaluated f0 Identify ' evaluation must be p t° locate a suitatrte replacement area. if no replacement area is avertable a Xhold tank may be instaied as a last resros m ay lace P t e reconstructed f Q ce following Ins removal of the biomat at ound and at -grads soft absorption syste y isms must comp cultic the rules i n effect at that time. tnfittra . surface. Reconstructions of such sys NyARNINt3» TREA TMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. c SEPTIC, PUMP AND OTHER TRFJ� CIRCUMSTANCES. DEATH MAY SE EPTIC, PUMP OR OTHER T XEATMENT TANK UNDER NOT ENTER A S Arty FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE RESULT.. RESCUE OF A PERSON . ADDITIONAL COMMENTS POWTS POWTS INSTALi.ER Name Named t��� Phone Phone r,OCat. REGULATORY AU�EHORfN SEPTAGE SERVICING OP � ER / ATOR LIMPER Agency Name Phone Phone and Sanitation sDtstdes. - Mb document meets This document was dialled br Ow stafi�s of the Green cake. Marquette and Waushan County Zoning Ccdc. Use of Cris document does not the minimum nequiremonts of tit_ Comm 83.2�(b &(fl and 83.54(1). (2) & (3). yl A6min1SU3 iYe C MW (2101) guarantee the performance of the pOWrS. , ebbir e1 ( 7E�2t313 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 2000 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., MI ="R RECORD This Deed, made between Clifford D. LaVenture and Judy C. LaVenture, husband and wife 1:30PA EXEWT # 17 Grantor, and Brian J. Weyer and Melissa A. Weyer, husband and wife, REC FEE: 11.00 holding as survivorship marital property TRANS FEE: COPY FEE: CC FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum:) Southeast Quarter of Southwest Quarter (SE 1/4 of SW 1/4) of Section Recording Area Five (5), Township Twenty -nine (29) North, Range Fifteen (15) West, Name and Return Address EXCEPT Lot 1 of Certified Survey Map filed March 28, 2003, in Thomas A. McCormack plume 17 of Certified Survey Maps, at Page 4489, as Document No. PO Box 2120 715065, office of the Re g()- of Deeds for S Croix County, Wisconsin. Baldwin WI 54002 6 3V- <0� ()` 3 0 �so1 -7 6,.& This deed is given in partial satisfaction of that certain Land Contract between the parties dated February 6, 2004, and recorded February 19, 2004, in Volume 2512 of Records, at Page 227, as Document No. 754606, 034 - 1010 -30 office of the Register of Deeds for St. Croix County, Wisconsin. arce entification Number (PIN) This is not homestead property. Ox) (is not) Exceptions to warranties: Easements and restrictions of record, and except any liens or encumbrances created or suffered to be created by the acts and defaults of the grantees, their heirs, successors or assigns. Dated this p� day of , 2004 * * Clifford D. L Venture * * #dy C. La enture AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. St. Croix County ) authenticated this day of LL ' Personally came before me this yd day of , 2004 the above named * CliYTord D. LaVenture a nd Judy C. LaVenture TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known t be theWessqqs) wh -executed the foregoing authorized by § 706.06, Wis. Stats.) instrument an ac�chow lec bed. me.: THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCcr:aack Notary Publie, State of'%VtO SI Baldwin, WI 54002 My Commiss*otfis ft►.ggebi. ,Atate expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) �• ♦ .� ) * Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN " "'" FORM No. 2 - 2000 IN - • 0 ( 800 )655 -2021 www.infoprof6nns.com LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034 - 1010 -30 -050 P rcel Number 05.29.1 .76B OWNER NAME: First THOM K Last LAVENTURE -- _ PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 2840 110TH AVE SECTION 5 TOWN 29N RANGE 15W '/4160 SW '/40 SE Line Description Line Description TOTAL ACREAGE 10.000 PLAT CSM 17 -4489 034 -03 LOT01 BLK 01 SEC 5 T29N R15W P SE S-W,�5 02 CSM 17 -4489 LOT 1 16 ' 03 (10 AC) 17 04 18 05 19 6y' 06 20 V /V 07 21 O 1 S 08 22 09 23 _ U 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, 177- Valuations, F8- History, F10 -Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034 - 1010 -30 -025 Parcel Number 05.29.15.76A OWNER NAME: First CLIFFORD D & JUDY Last LAVENTURE PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 5 TOWN 29N RANGE 15W 1 /4160 SW 1 /440 SE Line Description Line Description TOTAL ACREAGE 0.000 PLAT LOT BLK 01 SEC 5 T29N R15W PT SE SW 15 02 EXC PT TO CSM 17 -4489 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 III 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit i i Computer #: 034 - 1010 -80 -000 Parcel #: 05.29.15.79B Municipality: Springfield Township Address: Unknown 0411412004 Bird, Shawn Jon Sonnentag We agreed that he could possibly consider completing another soil boring to move the system and design completely onto the SE of the SW. However, I still want to see something in writing as t ow they are going to reso ve e 1 acre parcel. He will get a hold of Mr. Weyer and let him know. 0411512004 McCormack, Tom Jon Sonnentag I explained that I spoke with the Cty attorney and concluded that a partial satisfaction may not truly create the parcel. However, we have concerns regarding any future transactions that may create confusion or mislead future owners. Therefore I would suggest that they complete an affidavit the more fully explain the situation. However, it sounds like they might just chose to satisfy additional land purchase and have 40 acres, but they should still do an affidavit to attach the 10 and 30 acre pieces. b�, -�d`3 VV v , LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE IRANGE OF SPR COMPUTER BER 0-30 -000 Parcel Number :29.1 . 6 OWNER NA E: First RE Last LAVENTURE PROPERTY DDRES1 /2 PD -- Street Name -- Type SD Apa ment SECTION 5 T N 29N 15W %160 Y<40 Line Line escription TOTAL ACREAGE 40.000 PLAT LOT BLK 01 SEC 5 T29N RI 5W SE SW 40A 1 5 02 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 9 Parcel Number 05.29.15.7913 OWNER NAME: First CLIFFORD D & JUDY a E PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 5 TOWN 29N 4 4 Line Description Line Description T ACREAGE 10.000 PLAT OT BLK 1 SEC 5 T29N R15W W 10A SW SE 15 0 16 03 17 04 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit 7 1 506M VOL 17 PAGE 4489 KATE{= H. YxCSfi REGISTER OF DEEDS CERTIFIED S V RVEY MAP R k ECORD 03/28/2003 03i15PM LOCATED IN PART OF THE SE1 /4 OF THE SW1 /4 OF CERTIFIED SURVEY MAP SECTION 5, T29N, R15W, TOWN OF SPRINGFIELD REC FEE: 13.00 N ST. CRODC COUNTY, WISCONSIN COPY FEE: 3.00 PAGES: 2 Lu LEGEND F ALUMINUM COUNTY SECTION OWNER O N CORNER MONUMENT FOUND CLIFFORD LAVENTURE O 1' X 18' IRON PIPE SET WEIGHING 2840110TH AVENUE W 2 1.13 LBS. PER LINEAR FOOT GLENWOOD CITY, WI 54013 �n 100' ROADWAY SETBACK LINE SURVEYOR ~ o — X — X — EXISTING FENCE EDWIN C FLANUM U rn ? UJ NORTHLAND SURVEYING, INC. 0 8 A E R TS, WI ' NJ(�Pdp` U C�_DD (�Q[ � �7 D D_ _S7_ P� R O B E R TS, wl 54023 S89"35'30 "E 660.00' OVED / APPR (� $T. CROIX COUNTY v Pls "nl,r 7mi^0 And PerkS ComMMee M AR 2 8 2003 if no t tec ordo within 30 days of approvsl date aPPT shall be null and v a I - LOT 1 a ( ) 10. ACRES INC. RIW I \ oa I 43 SO. FT. b o0 CONCRETE �I � ID FOUNDATION 21 9.50 ACRES C. RIW O Q c� 413,820 SO. SHED/ (per I §3I° 8 / m1 I o � D QI b ° Q 1 Z HOUSE c m DI 9 1 1 � I � I I �I �I I �I aI o I �I a DI w cr UU d cr Lu co N89°3 -W O 6 60.00 r SOUTH LINE OF THE SW1 /4 N89 660.00' O 110TH AVENUE SCALE IN FEET 1" = 100' THIS INSTRUMENT DRAFTED BY EDWIN FLANUM SHEET 1 OF 2 SHEETS 100 0 100 JOB NO.03.11 DATE 2-04-03 Vol.17 Page 4489 V�,.5j7� 7SS34-4 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 2000 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX GO., WI This Deed, made between Clifford D. L a n d J C. RECEIVED FOR RECORD LaVentu re, husband and wife 02/27/2004 09:45AN WARRANTY DEED EXEMPT # :7 Grantor, and Brian J. Weyer and Melissa A. Weyer, husband and wife, REC FEE: 11. 00 holding as survivorshi ma rital property _ _ _ — —__ _ TRANS FEE: COPY FEE: - -- — — -- — — -- - -- -- - -- - - - -- CC FEE: _ — —.— - - - - - -- - - - -- — - - - -- _ _.... —_ — - PAGES: 1 Grantee. / Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix J County, State of Wisconsin needed, please attach addendum:) The West Half of the West Half of the Southwest Quarter of the Recording Area Southeast Quarter (W 1/2 of W 1/4 of SW 1/4 of SE 1/4) of Section Five Name and Return Address Township Twenty -nine (29) North, Range Fifteen (15) West. Thomas A. McCormack PO Box 2120 This deed is given in partial satisfaction of that certain Land Contract Baldwin, WI 54002 between the parties dated February 6, 2004, and recorded February 19 , 2004, in Volume 2512 of Records, at Page 227 , as Document No. 754606 , office of the Register of Deeds for St. Croix County, Wisconsin. 034- 1010 -80 - - -- Parcel Identification Number (PIN) This is not homestead property. 0s) (is not) Exceptions to warranties: Easements and restrictions of record, and except any liens or encumbrances created or suffered to be created by the acts and defaults of the grantees, their heirs, successors, or assigns. Dated this 6th day of February — 1 2004 * * CI' o d D. LaVenture aVenture AUTHENTICATION ACKNOWLEDGMENT Si natures STATE, OF WISCONSIN ) ss. St. Croix — — County ) authenticated this — day of Personally came before me this _ _ 6th — day of February 2004 the above named Clifford D. LaVenture ao Judy . LaVenture TITLE: MEMBER STATE BAR OF WISCONSIN - - - -- - -- — - -- - -- - - - - -- -- — -- _- - -- _ . - - -- -- (Ifnot. to me known to be the person( wh executed the foregoing _ _ .... . _ _ . _ _ .. _._._._ _ insttvme nd acknowledge the s me . authorized by § 706.06, Wis. Stats.) _. 7: --- -- THIS INSTRUMENT WAS DRAFTED BY * Thomas A. McCormack Thomas A. McCormack Notary Public, State of . W - [S(:ONSIN Baldwin, WI 54002 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED S'rATE BAR OF WISCONSIN INFO-PRO (800)655 -2021 www.infoproforms.com FORM No. 2 - 2000 U. 2 5.1 2 P 2 2 7 .7!Z-54IE&12,IE:�, STATE BAR OF WISCONSIN FORM 11 - 1982 KATHLEEN H. WALSH LAND CONTRACT REGISTER OF DEEDS Individual and Corporate ST. CROIX CO., MI (TO BE USED FOR ALL TRANSACTIONS WHERE RECEIVED FOR RECORD OVER $25,000 IS FINANCED AND IN OTHER Document Number NON - CONSUMER ACT TRANSACTIONS) 02/19/2004 159:30AN LAND CONTRACT CONTRACT, by and between Clifford D. LaVenture and Judy C. EXEMPT # LaVenture, husband and wife _ REC FEE: 13.00 TRANS FEE: 536.40 COPY FEE: ( "Vendor', whether one or more) and Brian J. Weyer and Melissa A. Weye CC FEE : PAGES: 2 ... husband and w ife holding as survivorship marital property _ Recording Area ("Purchaser", whether one or more). Vendor sells and agrees to convey t0 Name and Return Address Purchaser, upon the prompt and full performance of this contract by Purchaser, Thomas A. McCormack the following property, together with the rents, profits, fixtures and other PO Box 2120 appurtenant interests (all called the "Property "), in St. Croix Baldwin, WI 54002 County, State of Wisconsin: _ 034- 1010 -80;0 34- 1010 -30 (Parcel Identification Nu 1. The West Half of the West Half of the Southwest Quarter of the Southeast Quarter (W 1/2 of W 1/2 of S 1/4 of SE 1/4); and wes uar er o , The Southeast Quarter of the Southwest Quarter (SE 1/4 of SW 114), EXC EPT: v Lot One of Certified Survey Map filed March 28, 2003, in Volume 17 of Certified Survey Maps, page 4489, as Document No. 715065, office of the Register of Deeds for St. Croix County, Wisconsin. All in Section Five (5), Township Twenty-nine North (T29N), Range Fifteen West (1115W). This is not homestead property. Qis) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at a place designated by Vendor the sum of $ 178,750.00 in the following manner: (a) $ 25,000.00 at the execution of this Contract; and (b) the balance of $ 153,750.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of _ five (5) % percent per annum as follows: monthly payments of $830.00, commencing February 20, 2004, and on the same date of each month thereafter. In the event any payment is received more than three (3) days after its due date an additional $10.00 shall be due for each month said payment remains unpaid. Vendor agrees to provide Purchaser a Warranty Deed in partial satisfaction of this contract as to the property described in paragraph I above as part of the consideration for the down payment. Provided, however, the entire outstanding balance shall be paid in full on or before the _ 2 0th day of February , 2014 (the maturity date). - —� Following any default in payment, interest shall accrue at the rate of NA % per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon — acc e e ration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principal at any time after January I 1 2005 >(OR,): �hexw�p�n6pa: ixietpsiuxith�oen!>p�aiotx ®£ortif In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded here from. Purchaser states that Purchaser is satisfied with the title as shown by the title evidences submitted to Purchaser for examination except: Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on date of closing Cross out one. LAND CONTRACT - Individual and Corporate State Bar of Wisconsin Form No. 11 - 1982 INFO -PRO ( 800 )855 -2021 www.infoproforms.com U .2512P 228 Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. Purchaser shall keep the improvements on the Property insurdd against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by Vendor, in the sum of S full insurable value , but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: Vendor consents to Purchaser pl acin the Pro er in the Managed Forest Lands Pro ram of the State of Wisconsin. Select cu tting o trees an roperty shall not be an event of default as long as trees have been marked for cutting by the County i;or ester or other gove agent with experience in the field o forest man�ement. Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of _. 60 days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of 60 days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, at his option, terminate this contract and Purchaser's rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency .?any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as incurred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long -term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. in the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amounts then due raider this Contract. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fulfillment hereof.) Dated this <�__ day of 4,0,2w✓ ) ,rA 2004 EAL) &XIOy`^ UJ ?i� (SEAL) * Cliff r D. LaVenture Vendor * Brian J. Weye (SEAL) ( two A rV-eper - -- - -- (SEAL) + d a enure Vendor + elissa A. Weyer Purchaser AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. — ,_�,T� ST. CROIX County ) authenticated this day of / Personally came before me this A___ -� a of 4 ek D 2004 - -�{ji Labuve,n Clifford Ve nture, J udy aVenture, B ' n.J. Weyer and * .. - - - - -- ---- -- Melissa A. W ,� eyer ,3: 'N TITLE: MEMBER STATE BAR OF WISCONSIN - - -' ~'� io y -' (If not, to me known to be the person( hci exC rote instrument an acknowled the s authorized by § 706.06, Wis. Stats.) � ••-P, .,,,� � ,` THIS INSTRUMENT WAS DRAFTED BY * C A. A y1q`aL, v f Thomas A. McCormack _ Notary Public, State of WISCONSIN Baldwin, WI 54002 My Commission is permanent. (If not, state ex)3 ate: (Signatures may be authenticated or acknowledged. Both are not necessary.) " Names of persons signing in any capacity should be typed or printed Wow their signatures. LAND CONTRACT - Individual and Corporate - State Bar of Wisconsin Form No. 11 - 1982 CERTIFIED SVY LOCATED IN PART OF E SE1 /4 OF THE SW1 /4 OF SECTION 5, T29N, R1 , TOWN OF SPRINGFIELD, N ST. CROIX COU CONSIN. Lu LEGEND ALUMINUM COUNTY SECTION OWNER O CORNER MONUMENT FOUND CLIFFORD LAVENTURE j g O 1"X 18" IRON PIPE SET WEIGHING 2840110TH AVENUE Z 1.13 LBS. PER LINEAR FOOT GLENWOOD CITY, WI 54013 w 100' ROADWAY SETBACK LINE u- = m �. .� h SURVEYOR w O OF — X — X — EXISTING FENCE EDWIN C FLANUM 8 Z w NORTHLAND SURVEYING, INC. 856 A HWY "65" ? MHG°�L�Qtr`�GD dLaHD� Co 7�i Hl�D �_p__Q��Q ROBERTS, WI 54023 — — — _ — + — — + — 589 °35'30 "E 660.00' --- 0 'o to �J S1`, CROIX COUNTY rn;H�P �0` MAR 2 8 2003 >� /' Nlp a l days of � 1 �t�dV�l date approval shalt/ be 1 , ai LOT 1 a 1 10.00 ACRES INC. R/W I 0o I O 435,600 SO. FT. I CONCRETE 0 00 1 O FOUNDATION . a I I 9.50 ACRES EXC. R/W $ W 413,820 SQ. FT. SHED r-z 0 1 c� to 1 �IM O ct I 0 Q 1 Q2 1° M F lo � 5, HOUSE I IZ a �1 C 1 N I 0 1 a al ................... ............................... EgI ai a l LO w H �Z OU GI 0O U N89 °3 5 -30 "W C' c/) 6 60.09 ��- "'i $ SOUTH LINE OF THE SW1 /4 ED c� N89 °35'30 ' W 660.00' 110TH AVENUE N — 4 . � � n[``t�i 3 7.3 SCALE IN FEET 1"= 100' IT DRAFTED BY EDWIN FLANUM SHEET 1 OF 2 SHEETS loo 0 100 2 -04 -03 St. Croix County Map Output Page Page 1 of 1 St. Croix County Mappin K a LEGEND 0 Structures St. Croix County Planning Department — Sta Roads 1101 Carmichael Road = Township Roads Hudson, WI 54016 County Roads Phone: (715) 386 -4674 Rivers and Streams Lake DISCLAIMER: The information contained on this map is advisory. Map Villages is limited by the quality of the public records from which it was C7 Townships prepared. It is not intended as a substitute for an accurate field survey. Federal Land l� State Land AERIAL PHOTOS : Aerial photography is date - sensitive. Features that exist irr County Land presently in the County may not be present in the photos. http: // stcrxdmz / servlet /com.esri.esrimap.Esrimap ?S erviceName= StCroixO V &ClientVersion= 4.0 &... 4/8/2004 Safety and Buildings Division Count 201 W. Washinjion Ave., P.O. Box 7082 Ill 11111 : 8 v isconsin Air Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) (608) 261 -6546 45 11 D Department of Commerce S to Plan LD. Number Sanitary Permit Application S 94,5 ,, p. in accord with Comm 83.21, Wis. Adm. Code, personal inforntat on you provide Law, sl S. (1)(m �ro oject Address (if different than mailing addras) may be used for secondary pump see Privacy 1. �� t 1. Application Informatioa - Please Print All Information � - 2g 11 E `. t. %, ; 4, P ce Lon n \ Property Owner's N ST :9C �fo /7r i ,�.� �� ; Pro io Property Owner's Mai ' g Address ,Section Ci to / Zip Code Ph. Number /f �/ /R {(circle�df'ie) Il. Type of Building (check al at apply) Subdivision Name CSM Number I or 2 Family Dwelling - Number o ed ms - ❑ lictCommercial - Describe Use yam ❑City ovilla ownship ❑ State Owned - Describe Use l J III. Type o Permit: (Check only one box o ne A. Complete iae B if applicable) A lacement Onl th Modification to Existing S New System ❑ Replaamear System ❑ Treatm olding Tank Rep Y B. ❑ Permit Renewal ❑ Permit Revision Chang of ❑ Permit Transfer to New 'st Pre r Before Expiration PI ber Owner IV. Type of POVPPS System: Check ali that a 1 ❑ Non - Pressurized In -Ground ❑ Mound 2:24 in. of suitable Mound < 24 in. of suitable soil ❑ t Grade ❑ Single Pass Sand Filter ❑ ent Unit ❑ Recirculating Sand Filte ❑ Constructed Wetland 11 Pressurized In- Ground 11 Holding cat Filter ❑Aerobic Treaan Recirculating Synthetic Media Filter ❑Leaching Chamber Drip 'ne ❑ Gravel -less Pipe ❑ Other (explain) % _J R V. Dis ers&VTreatmeat Area Information: T Des Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Required (sf) Dispersal Area Proposed (s� System Elevation D Zd v /I -� �d �, S Capacity is Total N er anufaettrrer Prefab Sate Steel Fiber plastic VI. Tank Info Concrete Constructed Glass Gallons Gallons o Units \. New Existing Tanks Tanks Septic or Holding Taalc Aerobic Treatment Unit Dosing Chamber �/ I VII. Responsibility Stateme t- 1, the and d, assume responsibility for installation of the POWYS s h o wn on the a ttached phone Mpim?RS Number Business Phone Num er _ Plumlmer Name (Print) Pi s i re /, / / Plumber's Address (Street, City, SE p ode) / � v VIII. Coun /D epartment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued I uin gent Si gnatu Stamps) Approved Disapproved Surcharge Fee) 35V LUt/ C-1 en Reason for ial IX. Coadidons gC rov SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/Ordinances. Attach complete plans (to the County only) for the system an paper not less than 8112 x 11 inches In 1i SM -6398 (R. 08/02) L PLOT PLAN /Shaun Wever ADDRESS 1183 205th St. Ba Idwm Wi 54002 1 /4S 5 /T 29 N/R 15 W TOWN Springfield COUNTY ST. CROIX rd 226900 3/23/04 4 DATE BEDROOM CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK -- MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 1!2" conduit ASSUME ELEVATION 100' Filter Zabel A -100 BOREHOLE O WELL * H. R. P. same as Benchmark SYSTEM EL TION 95.5' 1.7' sand lift COPY C 92' 94 3.8' 8% Slope 1320' ' B.M. #2 95' B -2 Property y @ 99.63' Top of 112" Conduit p Line Huffcutt Combo tank B -1 Area 15' below system is to Tank is to be properly remain bedded and provided with undisturbed lockdown covers with approved warning labels Pro 4 Bedroom B.M. #1 House B -3 303' Grading is to be done to 305' divert run -off away from system T Well is to m I eet all setbacks found in Comm. 83 W I OC Scale = 1/4 = 10 110th Ave ;, �� �� �$ I i i i .,;�,.. � �, i Safety and Buildings commerce.wi. OV 4003 N KINNEY COULEE RD g LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin ' www.commerce.stgte.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary March 26, 2004 CUST ID No.226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/26/2006 Identification Numbers Transaction ID No. 981965 SITE: Site ID No. 672080 Brian Weyer Please refer to both identification numbers, 110th Avenue I above, in all correspondence with the agency. Town of Springfield St Croix County FOR: Description: Proposed Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 948089 Maintenance required; 600 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade Systems: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.0 1 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD- 10706 -P (N.01 /01). • The pressure network is to be constructed in accordance with publications SBD - 10706- P(NO1 /O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • 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. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A cogy 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. P O.W T s Conditionally SHAUN R BIRD ' Page 2 3/26/04 Owner Responsibilities: • 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. • Comm 83.52(1)(a) - 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. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, &40G-� Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 ��0 V�c Zook Cover Page S Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 03/23/04 Owner: Brian Weyer Location:SE1 /4SW1 /4 S5 T29 N,R15W 40 acres 110th Ave Springfield System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -8. Maintance and Contigency plan 9 -11. Soil test /I r : Shaun Bird ,,f Signature- License numbe 6900 v DEPARTMENT OF COMMERCE DIVISION U ET AND BUILDINGS SEE CORRESP DENCE i PLOT PLAN PROJECT Brain Wever ADDRESS, 1183 205th St. Baldwin Wi 54002 SE 1/4 SW 1 /4S 5 /T 29 N/R 15 W TOWN Springfield COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 3/23/04 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none IL BENCHMARK V.R.P. Top of 112" conduit ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. same as Benchmark SYSTEM EL TION 95.5' 1.7' sand lift C 92 3.8' 1 8% Slope 1320' 94' Property B.M. #2 (� 95' B-2 Line @ 99.63' Top of 1/2" Conduit L O Huffcutt Combo tank B -1 Area 15' below system is to Tank is to be properly remain bedded and provided with undisturbed lockdown covers with approved warning labels Pro 4 Bedroom B.M. #1 House L B -3 303' Grading is to be done to 305' divert run -off away from system { T Well is to meet all setbacks I found in Comm. 83 W �7 Ot a Scale = 1/4 If = 101 1 10th Ave Designer No Date Non -Woven Filter Fabric 4 Observation Pipe Perforated ,Distribution Pipe Below Filter Fabric ASTR C -33 Sand �µ ' Topsoil - - - -_' v `�i... E % S►ope t ! 2 LForce Moin Bed Of �`�`Flev�ed f�_ I From Pump Lcyer Drain Rock '0 / ' E��J Cress Section of A Mound 'S stem Using F Its <1 A Bed For The Absorption Area G A Ft • h �-'_' Ft. Ft.- Ft. K 2-Ft. Ft. L ' Ft. L 4' Pipe r _r K r ----- - - - - -- ------------------------- - - - - -- - b A -� 1 TForce Main —° �� __ ------ - - - - -- --------------- - - - - -- 1 From Pump c 3 � I� ° Distribution Bed Of / " Z'2 Pipe Drain RocK I 4 Obs / rvation Pipe .gC_oW -J Permanent Marker Pipe or Rods Pion View Of Mound Using A Bed For The A bsorption Area PAGE OF.__ Perforoted Pipt Detoi{ End View _ -. �Pertoratsa �. i� PVC P,pe DL O ti0lts t.ota sd On Bottom. Are Eque"Y Spocea n p lD + Q PVC Force Main FtR9T Nett NixT re Cannsc }per PVC Manifold Pipt -e, Oistr�outtion Pipe ,. / 4 r ups Distribution Pipe LaYOV1 Ft. cx< _4 R Fj. X ° Inches Y � Inches Signed: Hole Diameter��� inch Lateral , Inch(es) License Number: Manifold " Inches Date: Force Main Inches # of hates /pipe Invert Elevation of Laterals SEPTIC TANK £ IDUMP - CHAMBER CROSS SFSr:Ti aN AND SP £C S r I CA j � S vt£ATHERP ,�i�AiCTIfl14 BOX AP VENT FROV D MIN. j gB'Ov E GRADE z; 1�TPE lZ RODE COVER WINDOW OR WITH Cr}NDLIIT y FROM Wf PAALOCK £ r D` I)4flR. FREaI ,4IR I14TAKE �n WARKING IA6E� Q&kDE L �p F Il�Y :. ' .D , aq _ _ s• a. 7' . M�a- .. t - r a INL WA3'ER TI GHT SEALS TI ED GHT : j . . ouffS WITH A SEAL ALM APPROVED PIPE F ILTER � � 31 O M OIL APPROVED C I + OFF PIPE 3` t SOLID ELEV -= T SOIL PUMP OFF D -0 B TAAIK EDDING t3i+iDER J '.p� cpNCRETE PAD 3** APPROV rM SPECIFICATIONS l PNt48ER DOSES FE-" SEPTIC f DOSE I HCLL7DIDIG I2?. D GAL T ANK MANUFACTU"R: GAL. DOSE VCLUME FwwB -4CK: // D' GAL - A11JG SIZES : :PT ;C GAL • A p2 (�,SZNCHES 51 .�..- T Dt)SE '� GA G CAPACITIES 8 2 INCH ES = � -- --- AL "RtJFAC113RER;. ---~" MODEL Htf1�8ER = ' rG� ' _ '/ • INCI - t SWITCH TYPE • C = / P � YHCtsES 16.23 WAC -- tJHP MANUFACTURER = �,/ KOD EL NU 149 = " M W I R Z t�tG AS P3•� I Lt1R gWTTCH TYPE= Pu ALAR t;GPM E FEET D ISC EARGE RATE IIISTRIT1 PIPE • • EE? Bu RE4t1ZRED p;7MP OFF ANB _ - - FEET PRESSU £ - • FRZC'TIOI3 FACTOR FEET V ERTICAL D IFFERENCE R EEK � - 1 . 0 • IT , NETWORK SUPPLY ' Jc li MINIM p££'r FORCEI�iAIN X � --� TpTAL flY2 i DiAMLTER pUMP TAN LENGTH a LNTER14AL DI141:N5I0NS 4� LIQUID DATE= LICENSE l'U S IGNED: }f88 . TOTAL DYNAMIC HEAD /CAPFCITY HEAD .CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING N MODEL 152/153 MODEL 152 153 rW w 50 Feet Meters Gol. Liters Gol. Liters 153 5 1.5 69 261 :'7 291 40 10 3.1 61 231 ;'0 265 12 152 15 4.6 53 201 ['',1 231 � p w 20 - 6.1 44 167 52 197 30 25 7.6 34 129 1 -2 159 8 30 9.1 23 87 :-3 125 a 20 ] 42 r 4 Lock Valve: 38.0 Ft. (11.6m) 44.) Ft. (13.4m) 1 0145M - O OWN 20 43 60 80 100 GALLONS 5 1/4 LITERS 0 8C 160 240 320 3 27/32 a 5/9 FLOW PER MINUTE �T 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS _ r e • Timed dosing panels availab e. 3 27/32 • Electrical alternators, rnators It for du systems, are available and supplied with p ex Y an alarm. • Variable level control switches are available for controlling single phase i systems. • Double piggyback variable level float switches are available for variable 7� - level long and short cycle cc ntrols. • Sealed Qwik -Box available for'outdoor installations. See FM 1420. • Over 130 °F. (54 °C.) special quotation required. i 152115: ;'Series' 12 1/8 152H53 MODELS Control Selection } 5 1 9 K Vo @s'Ph Mode Amps Simplex Duplex / 115 1 Non 8.5 1 2 or 3 115 1 Auto 8.5 Included 2 or 3 l slczoe4 230 1 Non 4.3 1 2 or 3 230 1 Auto 4.3 Included 2 or 3 115 1 Non 10.5 1 or SELECTION GUIDE BN1531 115 1 Auto 10.5 Included 2 or 3 E153 1 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float BE153 230 1 I Auto 5.3 Included 2 or 3 switch. Refer to FM0477. o CAUS►oN 2. See FM0712 for correct model of Electrical Alternator E-Pak. All Installation of controls, protect on devices and wiring should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most Df (4) float System. recent National Electric Code (NEC) and the occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN Fol unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. KAU TO. P.O. Box 16347 Louisville, KY 40256 -0347 Manufacturersof . . SHIP TO: 3649 Cane Run Road Louisville, KY 40211 -1961 QLG?[/TY/'dM S,vcE AMF (502) 778.2731.1(600) 928 -PUMP htip://www.zoeller.com �0 FAX (502) 774 -3624 © Copyright 2000 Zoeller Co. All rights reserved. • Page of PLAN 1 - P011VTS OWNER'S MANUAL ,& MANA SPE E� �TtONS SYSTEM FILE INFORMATION optic Tank Capacity I �,2 - IgaI O NA Owner l - Septic Tank Manufacturer r t NA Perm'sE #. 53 t to Effluent Filter Manufacturer Z 0 NA DESIGN PARAME�R3 d uent Fitter Model f 0 NA Number of p-Tank CaPadtY 7 al NA Number of Commerci';11 Units Pump Tank Manufacturer` Estimated now (avefsl fie) l-� gal/d r . Pump Manufacturer � � - ' Bedrooms P*pum ❑ NA Estu Design flow (peak), (Estimated x 1.5) 6 (� �i aUd PUMP Model /j j .�Z ❑ NA Rate / 62 21lda /fly i Monthly average` �� �� M Pretreatment Un ter [3 Peat Fitter tnfluentiEffluent Quarry ❑ garld/Gr>9ve Fats,. 4lH & Grease (FOG) 530 mg& ❑ M Aeration O Wetland en Demand (BOD 5220 mgr- ❑ Disinfection O Outer. BiodtemicalO)q m /t. rev ed Solids (rSS) s150 Manufadu Total Suspend real call(s) Pretreated Effluent Quality Monthly average" Dispe [3 (n- +round (pressurized) 530 mg/L ❑ 1n -ground (gravity} �.�Iaund Biochemical O)cAen Demand (80135) [3 At -grade ended Solids (TSS) / Total Six. 630 mg ❑ Dri ine [3 other eometnc mean) 510' cfu /100m1 Fecal ColifOtm (g . va t typical for domestic (non•caverclat) wastews and Y inch diameter u � g . effluent 'lie S¢e septic ater. LM axim=Effluent rt) values typical for pretreated wrastew MAINTENANCE SCHEDULE Service Frequency Service Event ❑months earls) 1 Maximum 3 yvs.) At least once every o f tank volume inspect condition of tank(s) equals one -third M When combined sludge and scum eq ar(s) I Maximum 3 yrs.) Pump out contents of tank(S) ?,� ❑ months At least once every Inspect dispersal cells s) O months Ks} At least once every s ) i7 NA Clean effluent fitter O months r( At least once every ,� NA Inspect pump. Pump controls 8� alarm s } At least once every O month n Flush laterals and pnissure test At least once every ❑ months ❑ year(s) !7 NA ::�� Other At least once every [3 months D years) NA Other. MAINTENANCE INSTRUCTIONS n lowing licenses or Inspections of tanks and dispersal cells shall be made by an individu , oWr In pete one of the fol r POD or broken S MainSainer, Septa9e to identify any mi:.stng certifications: Master Plumber, Master Plumber Restricted Sewe and scum and to Chec's for any back uP Sefvidng Operator. Tank ins or leaks, mmeasureuthe volume of biped the slu dge ly i io check the effluent levels hardware identify ar i , cracks or lea 1 of effluent n the ground su on the ground surface. The dispersal cet1(s) shalt be visually >n$ .� ponding of effluent on the or pond•ng nding of effluent orface• regulatory authority. in the observation Pl'�es and to check for any Po wires the immediate rtotrficatron of the loci ground surface may indicate a fatting condition and requires or more of the , ink volume, the v d b a Septage Servicing Operator and disposed of in accordance with ch. NR When the combined accumulation of e a move all scum in any tank equals one -third ( ) entire contents of thi3 tank shall be removed y t cempcments, and any 113, Wisconsin Administra men tive Code- retreatt onents, P b a certified p0KrS Maintainer. Th servicing of effl filters, mechanical or pressurized POWTS comp onents, Y at intervals of 12 months or less shall be Pe of c ompletion of any s vice ervice event. other maintenance or monitoring thority within 10 days A ser report shed( be provided to the local reg ulatory au of painting P roducts or Other START UP AND OPERATION s for the p resenc e resence high concentrations are For new constructic n. prior to use of the PODS and/o dam a a the dispersal cell(s). g chemicals that may impede the treatment r OCes by a septage servicing Ope rator prior to use. detected have the ( *ntents of the tank(s) Page o/ System start up shal not Orrin when soil oonditions are frozen at the infiltrative surface. fiii above normal highwater levels. When power is restored tho excess During power outages pump tanks may . wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell( tank ref r in the back or surface discharge of effluent To avoid this situation have the contents of the pump by $eptage Servicing 0 per" pnor.to Ong p to the effluent pump or contact a Plumber or POV+/TS Maintainer to assist in manually of erafing the PUMP controls to restore normal levels within the pump tank Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise di:�tucb or compact, the area within 15 feat down slope of any mound or at -grade soil absorption area. Reduction or- elimination of the following from the bum wast ewate r oms. cottony i mprove svvabs: degreasers. e ental flc'iss, doped a rife the POWTS: and bloticS; babY wipes: tdg asoline: grease, herbicides. meat disinfectants: fat: foundation drain (sump Pump) water; fruit and vegetable Peelin g scraps; medlcattons ol4 painting products; pestrccdes; sanitary napkins: tampons: and water softener brine. ABANDONNMEN1' anent! taken out of service the following steps shalt be taken to Insure that the When the POWTS frtl(s andJor is perm Y Wisconsin Administrative Code: id safe in compliance with ch. Comm 83.33, system is property at N openings All piping to larks and pits shall be disconnected and the abandoned pipe ot s sealed. • n 9 • The contenhi of all tanks and pits shall be removed and property a Septage Servicing Operator. disposed of by • After pumpi in , all tanks and pits shalt be excavated and removed or their covers removed and the void space P P ' filled with soil, gravel or another inert solid material. CONTINGENCY PLAt1 be repaired the following measures have been, or must be taken, to provide a code If the POWTS faits and cannot compliant replacement system: ❑ A suitable re �lacemenCarea n area s and may be hould be protectedtifrom disturbance ti and compa n a d should not absorption system. The re lot lines and wells;. Failure to be infringed upon by required setbacks from existing and proposed structure. protect the replacement area vvi1resu t mu t comply with the f rules sit effect at that tirn tabeis� a suitable replacement area. R Systems s. O A suitable replacement area is not avai lable as a east e set a ace the ' lim i Barri advEinces in POWTS technology a holding tank may be in stalled to n failure of the POWTS a soil and e site has not been evaluated to identify a suitable replacement area. U f n replacement area is available a site evaluaticn must be performed to locate a suitable replacement area. If no holding tank 'nay be installed as a last resort to replace the failed POWTS. removal of the biomat at nd and at -grade soil absorption systems may be reconstructed in place foll ru n effect at that time. the infiltrative surface. Reconstructions of such systems must comply with «WARNING» UFFI ClENT OXYGEN. SEPTIC, PUMP AND OTHER TREAO o TM�R TKR�TM TANK UNDER ANY C RC MSTANCES. Df=ATH RE MAY NOT ENTER A SEPTI , U RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE ADDITIONAL COMMENT S - POWTS INSTALLER POWTS MAINTAINER Name Name a-& j Phone Phone TOR PUMPER LOCAL REGU i ATORY AUTHORITY VICINC� OPERA SEPTAGE SER Agency Name / "G Phone &'� 6 Phone ,; y rte. lids document me " 1 by the staff'' of the Green Lake. Marquette and Waushara County Zoning and Sanitation 99e .22(2)(b)(1 }(d)�(f) and 83.54(1). (2) 6. (3). Wisconsin Administrative Code. Usa of this docum ent does G This document was Ciat MW (�tl the document requirements of ch. Comm 83 guarantee the perfoanana: of the POW't S- Wisconsin Department ofComrneroe SOIL EVALUATION REPORT ` �' k Page of .3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code , Attach complete site plan on paper not less than 81R x 11 inches In size. Plan must Cry 'J � • C /Y0 /'Y inducts, tart riof limited to: vertical and horizontal reference point (BM), direction and Parcel ..I.D. 0 percent dope, _scale or dimensions, north arrow, and location and distance to nearest road. - Please print all Information. Reviewed b y Y . Date_.. . Pnsontl hr-6- You p!odde —Y bi used for SiftW&Y yutp64e6 (Privacy Low. $.15.114 (1) (m)). . Property Owner _ ..... Property Location C9 e a/ y 6 GovL Lots IM SW 114 S T ;2 N R /,5' ) W Property Owner's Mailing Address Lot # 1 Block # Subd. Name or CSM# �2 D 1`4 4 V e _ _ Qty State Zip Code Phone Number ❑ City ❑ Ydlage 'Town Nearest Road j81 New Construction t1se: Residential ! Number of bedrooms Code derived design flow rate _ ? �D GPD ❑ Replacement ❑ Public or commercial - Describe: Pero^! m3terW a� Q /Q L �` /� L f=lood Plain elevation ii applicable N X R General comments and recommendations: Boring # ❑ Boring a Pit Ground surface elev. r fL - Depth to kniting factor ,�— ! in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stnxture Consistence Boundary Roots GPDfif in. Mu nsell Qu. Sz. Cord. Color Gr. Sz. Sh. -MI 'Eff#2 M/ W. n. P 2 M. •� S G MA6 Jy1f? s A14 e M ✓� 6 S � s _� ® Boring # ' ❑ Boring / Pit Ground surface elev. i R Depth to luniting factor in. Soil nation Rate Horizon Depth Dominant Color Redox Description Texture Str Consistence Boundary Roots GPDM In. Munsel Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff #1 '01#2 Effluent #1 = BOD > 30 < 220 mgk and TSS >30 < 150 mglt. ' Effluent #2 = BOD < 30 nV& and TSS < 30 mg& CST Name (Please Print) — — Sig — CSTNurrtw G� e 2-�;t-1-2 Address /' Date Evaluation Conducted Telephone N /0 /d 0 0-o Property Owner L��., �La.Q./' La � enfyee Parcel ID # �.� � /o /0 .- 30:0 00; !1 Pepe .2 a a SorkV # ❑ Boring Pit Ground surface elev. ff Depth to limiting factor In Horizon Depth Darttinant Coky Redox Description Texture Structure ; sop Rate Consistence Boundary Roots GPOIIf in. Munsed Qu. Sz: Cont. Color ' Gr. Sz. Sh. •Etf #1 'Eff#2 M Sd MAR A S S 6 S494 i2 MA"Or Afc:rlv F-1 o S ❑ Pit Ground surface elev. R Depth to liirang factor , in. Horizon Depth Dornirwnt Redox Sot motion Rate Description Texture Structure Consistence Boundary Roots GPDVff in. Munsel Qu. SZ, Cont. color Gr. Sz- Sh 'Etf#1 •EB#P F - 1 Boring # ❑ Boring ❑ Pit Ground surface elev. R Depth to kniting factor in. Son Application Rate Horb= Depth Dominant Cokx Redox Description. Texture Sbuct<re Consistence Boundary Roots GPDNf in' Mtnsel Qu• SZ Cont. Color Gr. Sz Sh. •Eff#f 'E}f#2 • Eflkrent #1 =.BOD > 30 < 220 mgil and TSS >30 < 150 mglL • Effluent #2 = BOD, < 30 mg& *and TSS < 30 rnA 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 co Atact the department at 608- 266 -3151: or TTY 608 -264 -8777. saolsM n`saor Ze7 - - -- -- -- - -- - -- — _ - . I f 1 i j �-- � ---j - - - — i 1 — o e I- Wisconsin Department of Commerce SOIL EVALUATION REPORT Page --L of . 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County ' ' ' �X Include, but not limited to: vertical and horizontal reference pant (BM), direction and Parcel I.D. o /D — 6? ° O d O percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q O O -- v o O Please print all Jntbrmadon. R by Date Psnonai Mformation you provide may be used for secondary ... (PrivllgG uir. (1) (m)). v� Property Owne - -Propedy Location " B l et, e a/ ` y Gov(. L Dt,5 114 &I 1/4 S T ,2 N R �� ) W Property Ownees Mailing Address : t # Block # Subd Name or CSM# L14 t .4a V e- city State Zip Code Pllpne Number ❑ City ❑ Village ('Town Nearest Road rV IM New Construction Use: Residential / Number of bedrooms Code derived design flow rate � fi y GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material G A.0 Z A / "Flood Plain elevation if applicable General comments and recommendations: i Boring # I � Boring a �iw Pit Ground surface elev. , 7 it. Depth to limiting factor �-- I,. Sol Application Rye Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1`F in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. /�� /C p 'Eff#1 *011#2 (- 51 / �l / /T A s M r r �� "e aM ,#6 �G �S .1d s /►9L S F 5 Boring # Boring Pit Ground surface elev. s� ft. Depth to limiting factor Sol Application ftarte Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G PDN In. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 d- /D ho Yiq 3 S' 11. R S M,4,1 Iy M , 6 , f m d . M f M Fib F-- --- 6 Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 1150 ffv& ' Effluent #2 = BOD 1 30 mg& and TSS < 30 mglL CST Name (Please Prkt) CST Number G� Address Date Evaluation Conducted Telephone N 03y /e /d •- C-1 0 Property Owner L G.Qm/ 1 a V �/Y f�r.Pe Parcel ID # Page of_ FT Boring# C] Boring 0 Pit Ground surface elev. *, ft. Depth to limiting factor in. .SOS Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM in. Munsel Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 I .2 M S6t- lAfrA? k S , 1,6 VV .Si �L M A6 e � S F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Desorption Texture Structure Consistence Boundary Roots GPDIff In. Munselt Ou. Sz, Cont. Color Gr. Sz. Sh. •Ef1#1 'Eff#2 i F] Boring # Boring ❑ Pit Ground surface elev. ft. Depth to Nmiting factor in. Sad Application Rate Horizon Depth Dominant Color Redox Description. Texture Stnx*" Consistence Boundary Roots GPD/fP in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Effluent #1 = BOD > 30 1220 mg& and TSS >30 1150 mglL • Effluent #2 = BOD, 130 mgll. and TSS 130 mgll 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. I SM4330(RAM) - I - - p - I j. � I I ov , , G' ! - -- -- -- ' a , a -- I -- j t I I i I I I II II I I I - - -- I j I _J -I - -� _ - - -- - - - -- -- ! I I + I I i I J I I �, i I - f I i j + � t i II I I + t I I I I ! - I I I I I I I , I , I I ,I ! i I � I OT PLAN PROJECT P.C. Collova Bldrs. Inc. ADDR ss P.O. Box 489 Somerset Wi 54025 SE 1/4 NE 1 /4 S 31 /T 31 ./R 1 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 1/8/04 BEDROOM 3 CONVENTIONAL XXX IN- GROUND P ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 89.3189.2 4' below grade Alt. BM Top of steel fence post @ 100.0' , ( -7 Plans Designed Using Conventional Powts Ti &A 206' Alt * g M, Manu 0 2.0 Vent 10' AL >6„ Standard Biodiffuser of Cover Leaching Chamber 40' with 3 1. 1 ft2 of Area. 11" 6 Long Grade at System Elevation ?0' _ 34" Ven Vents 25' T 30' 30' 35' 1% Slope not 122' Pro 3 B-3 enough slope to Bedroom establish contours House 90th St. 537' Cz I C OP 4 J rw I I w r ! l' p- Z \ ,�4 4 l e W7/ C rd ?c ton �`�� 0 FF f, Cade It �� - RE - `� YlDfA -3-1-2003 - - COUNTY a _ ZONING OFFICE i , ai - ( f F F !' irk ' e l `To c.4-)P S� %P w"° - oaf 54 , C oo, k cc;uo� r �-yer _ pro ,e � t f q �S 2 �. 5 h'� �t r �i d _ _ �t d _ W O IA I n) a _ t 2 2 S( {Yonne) �'7l�� zY6 '� ° wo , �)