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Home My WebLink About026-1130-26-000 0 g ? \ 0 \ � c : R 3 ��CDc � m 0ƒ 7 0 ° k I (§ N) I E m c := 7 � g 2 eg $ , 2 _ r\ ±§ (° E 00 0 2 2 c 2 / E 7 § 43 if) f \ E g / > ¢ k 3 0 - q S @ to § § * § § z o r @ 0 = z 0 0 0 3 O 2 / 7 § (n ca (a \ : m 2 2 g m _0 v f \ =m ° CD § A 'a §; 0 =w� 3 & § m / \70 { 0 , C 7 C m @ ° 2 E E 8 / / % k \ k / G \ { ■ T § w CA E § z k fT z 7 7 z £ � # 2 / m»> \ \k § \ ; k ƒk n ; ® 00 ( \\ƒ cn rr 3 @ 0 ƒ � E . � Z ¢ � 4 [ / 3 ' 2 � � I ■ o » G A f G § W isConsin Department of Commerce Count Safety and B&Iding Division (9 ,+ PRIVATE SEWAGE SYSTEM St. Croix c� INSPECTION REPORT Sanitary Permit No: 453009 0 GENERAL INFORMATIO / l v (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may b sed for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Fibison, James I Richmond Township 026- 1130 -26 -000 CST BM Elev: Insp. BM Elev: BM Description: Section /Town /Range /Map No 1 00 .( c oo o • �a sr 4 Ll - vu "a 7Z I a PvL 25.30.18.886 TANK INFORMATION El EVATI DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark t= 1ZSb �St') 3• v� I0. UP I �•V o Dosing � �I Alt. BM Aeration Bldg. Sewer d) 1 Z y Do r� Holding St /Ht Inlet C4� 13,D St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 410 / Dt Bottom - 1� • SO 14- Svb 3 , / Dosing L1 1% o H d r /Man. ft� �• /b 1 36 Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION (� J Manufacturer Demand St Cover GPM Model Number RH Lift Friction Loss System Head TDH Ft �3• ai•� 2 5 . main Len th Dia. Dist. to Well ' 1 /P 2 SOIL ABSORPTION SYSTE 13 NC Width Leng No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIME S 3� 8 ( Z�1- 3 SETBACK SYSTEM TO a P/L D ! WELL LAKE /STREAM LEACHING Ma icture INFORMATION CHAMBER OR �Q Type Of System: UNIT CM 2 , Model Num 11 DISTRIBUTION SYSTEM Header /ManifoldV. Distribution x Hole Size x Hole Spacing Vent to Air Intake T� L (s) > 1 Length 4# Leng 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 1 xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil L Yes Li No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: � �f � ?'� Inspection / Location: 1379 140th Street New Richmond, WI 54017 (NW 1/4 NW 1/4 25 T30 25.3 1.) Alt BM Description = S S"�'- fM+ 2.) Bldg sewer length = zp 1 � B; 5 5 1> �s, J(, - amount of cover = ► �.�p�� L a I L Plan revision Re uired. Yes No - Use other side for additional informatio � Z ,o_ SBD - 6710 (R.3/97) I Date Signature Cert. No. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -�— of j— Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County � Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Pa I.D.�� percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by ° e Please print all information.f Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). Property Owner Property Location n � O R Govt. Lot 1/4 /4 S O? � 3 N R E (or) Property ailing Address - Lot #� Block # Subd. Name CSM# City State Zip Code Phone Number ❑ city ❑ Village XSZOM Nearest Road { 1 r New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ ublic or c9inmercial - Describe: -- . - - - -- - -- - - - -- - -- -- Parent material �G rd: �t4 Flood Plain elevation if applicable General comments and recommendations: FYI Boring # Boring j��'� it Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff / #1 'Eff#2 xz- -7 F Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor i^• Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 t #2 = BOD < 30 < 30 mg/L Effluent m9/L and TSS > 150 - Effluent #1 -BOO > 30 < 220 mg1L and TSS 30 _ mg/L CST Name (Please PrfnU Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evalua ductd Telephone Number 715 - 246 -4516 1008 192nd Ave, New Richmond, WI 54017 PLOT PLAN PROJECT Jim Fibison A S 1414 138th Ave New Richmond Wi 54017 NW 1/4 NW 1/4s 25 /T 30 N/ W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 2/26/04 BEDROOM 4 CONVENTIONAL IN- GROUND SSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE 765 gallons DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of SE lot stake ASSUME ELEVATION 100' Filter Zabel A -100 ❑BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 96.9/96.6/96.3 4' below qrade Please note comments on plot plan! JL Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area Grade at System Elevation 34 Well is to meet all setbacks required by WDNR Please note: a additional boring is to be AL AL done prior to installation to lower system elevation, installer wants to have system Plans Designed Using installed F below massive scl. Conventional Powts Manual Version 2.0 140th St. 94' Huffcutt combo tank Vents B -2 0' 80' 15' Pro 4 ~ . 20' Bedroom 60' House Alt. B 0' Top o 2% Slope 1 PVC Pipe >� 100. 5 ' Vents B 26' 1 B. 330' Property Line 1, 91 ' cam � Safety and Buildings Division 9 x 01 W Washington Ave., - t Number (to be filled in by Co.) 2 - 70 aortary P Madison, WI 5370 5 300 608) 26 i� `f �con (608)261-6 laa L . Number Department Of Commerce IiCation r Permit App Sanita de n y ou t than mat perso mformano Y P t Addr (if different g >n accord with Comm 83. n Adm. Code, Pew Law, 515.040)(m) ST. CR N G F �� / may be used for secondary putpos ZONING I. Applie&don Information — Please Print All Information iot Parcel Property Owner's Name Q a 'nn Property Location Property Owner's M iliag Address y., Section City, Sta Zip C e Phone Number 'rcl ne) l • eh S - r Subdivisi amt CSM Number IL of Building (thee all that apply) s 2 Family Dwelling — Number of Bedrooms ❑Public/Comalercial- Describevac 2 � ❑City [Villa wnshipo O State Owned - Describe Use III, Type of ertnit: (Cheek only one box on Une A. Caaplete line B If appil le) A. O other Modification to Existing System ❑ lacem ew System ❑Replacement System Treatment/Holding Tank Rep ent only ❑ Change of ❑ Permi[ Transfer to New List Previous Permit Number and Date Issued R B. ❑ Permitmewal ❑Permit Revision Plumber Owner Before Expiration O- - IV a of POWT'S S tem: Check all t�ni - Pressurized In-Gmund P O Mound >_ 24 table soi l ❑ Mound < 24 m❑ suital D Unit de Rxirsularing Scrod Filter Uter ❑ Preasutizod !n ouad ❑ Holding Tank ❑eet Constructed Wetland 11 ❑ Otbu (explain Recirculado Synthetic Media Filter • g Chamber Drip Line ❑Gravel -less Pipe V. Diso irsaLtTre-Atm Des y Are efo is anon: Disp� ea Proposed (sf) Systeg, El tihn Desi flo ,,, r te) �� Soil � 'oa Ra te(gpdaf) Dispersal Area Required (std 6 ' ' dL12 Prefab Site , Steel Fi Plastic l / Capacity in Total Numbs ManunwIti :r Concrete constructed Glass VLTank Info Wow Gallons of Units w ICA New Existing Tacks Taiilca Septic at Hokling Tank Aerebie Ttsstmeot Una Desiag cbmwor VII. Res onslbill Statement- I, the undersign sume respansibil[ for installation of the POWTS shown on the attached plans. MP/MPRS Number Business Phone Number PI s Name (Print) Plumber' re �f) " Plumber's Address (Str City, Zip C / VIII. Coon attmeat Use Onl Sanitary Permit Fee (includes Groundwater Date Issued 1 ui Agent Si (No Stamps) gnstu Approved O Disapproved Surcharge Fee) ❑ Owner Given Reason for Denial \ IX. Conditions of Approval/Ra ions for DIsspproval 3` W w 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 P erapplicable code /ordinances. Cons only) for the system an paper sot less tMa al/2 s 11 Inches in size Attaeh totapkte plans (ter the tY SBD -6398 (R. 08102) PLOT PLAN PROJECT Jim Fibison A S 1414 138th Ave' New Richmond Wi 54017 NW 1/4 NW 1/4S 25 /T 30 N/ W TOWN Richmond COUNTY ST. CROIX 2/26/04 4 MPRS Shaun Bird 226900 f. DATE BEDROOM CONVENTIONAL IN- GROUND JWSSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1 255 gallons LIFT TANK SIZE 765 gallons DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 39 IL BENCHMARK V.R.P. Top of SE lot stake ASSUME ELEVATION 100° Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 96.9/96.6/96.3 4' below qrade Vent Please note comments on plot plan! >6„ Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11" Grade at System Elevation 34" Well is to meet all setbacks required by WDNR Please note: a additional boring is to be done prior to installation to lower system elevation, installer wants to have system Plans Designed Using installed F below massive scl. Conventional Powts Manual Version 2.0 140th St. 94' Huffcutt combo tank Vents B -2 80' ^15' 20' Pro 4 20' Bedroom � 60' House Alt. B 0 , Top o 2% Slope 1" PVC Pipe 100. 5' Vents B_1 26' B.M. 330' Property Line f' SEPTIC TANK FEJMP CiiRMBER CROSS SE j 1 ()N pD SPECIFICAT WFATHERPRWF APPROVED 2, HIN - ,BCvE GRADE ji3HCTION BOX MANHOLE COMER y » C VENT PIPE IWTNDOW OR WITH CONDUIT Wf PADLOCK B y FROM DOUR. WARKLNG LABEL .IR ;NTAI(T � FRE,a #Y ��° .rn6 s, N- F, D GRA� �..r -'� MI t8 M! M• 8 � i i'+ • +s i 1 • i T E .. 5 INLET GA - 4 TIGHT IG 1�1 TH SEAL JOINTS WATER TIGHT S SE � AL � ALM APPROVED PIPE PtLTF — P. o N g 00 3D RO SDI#. APP�3� OFF C r i PI r OM SOLID 7JT - SOIL p1#14P OFF ELEV ` D BL DDING t3NDER TA" CONCRETE PAD 1t APPROVE 3 � �' 0 7�oc Spy'CZFICATI DOSES ?£R DAY = ��BE� SEPTIC f DOSE GAL- TANK MANUFACTURE DOSE vUT.UHE INCLUDING /36 GAL- Ff,OL,iSACK: _,.,� ---.' 2, GAL- PTIC L. INCHES = SE GA ;riC T ANK SIZES D - A a T OSE 11 CAFACITIE GAL. ' ►� 8 = �2� INCHES ALARM MANUFAC113RER,� MODEL �`YPE : �- C s INCHES = �,,�52 SwT.TCH INCHES GAL, PUMP I4ANOFAC I � 16.23 WAC MODEL �., .t.., M W2RZNG AS PER SWI'H _� GPM PUiIP ALAR 0 FEET DISCHARGE RATE DISTRIBU TION PIPE --- FEET R .QUZRLD pUt4P OFF AND - - FEET ENCE BrrWEEK - • ' ' IFFER sSURE - IcT FACTOR FEET J - VERTICAL D K SUPPLY PRE � / 10 Q • FT FR sIC fiEAD R T +MINI MUtL li£T�iO X , 3 - AL DYNE` _L FEET FORCEMAIN TOT ` f .11, ; W Z /H � -.' D iaNET ---- -- L.ENGTH --' TANK= LI Q U ID INTERNAL DIMEpS;DNH DA V LI C'E23S SIGNED: ;/BB t Ln . , TOTAL DYNAMIC HEAD /CAPACITY W HEAD CAPACITY CURVE PER MINUTE MODELS 53/55/57/59 EFFLUENT AND DEWATERING 25 I Model 53/55/57/59 6 20 o Ft. Meters Gal. Ltrs. a = 5 1.5 43 163 cv 15 i Q 1 0 3.1 34 129 z 4 0 15 4.6 1 19 72 o 10 Shut —off Head 19.25 ft. (5.9m) 2 � 5 �{3 15/16 6 5/32 --I I -- 4 5/8 1 0 1 1 1/2 —11 1/2 NPT U.S. GALLONS 10 30 0 50 i LITERS 80 3 /16 0 1 � FLOW PER MINUTE 009897 /kl 1/16 GOWSU 2 TOO (� w Variable level float switches available. Variable level long cycle systems available. * Available with special cord lengths of 15', 25', 35'a 650'. Alarm systems available. 10 1/ Duplex systems available. 3 3/32 SK858 i Single Seal Control Selection Listings SELEOTiON GU OE Model Volts Phase Mode Amps Simplex I Duplex CSAJ UL 1 1. Integral float operated mechanical switch, no external control required. M53155 & M57/59 115 1 Auto 9.7 1 Y Y 1 2. Single piggyback variable level float switch or double piggyback variable level N53/55 & N57/59 115 1 Non 9.7 2 3 or 4 & 5 Y Y float switch. Refer to FM0477. BN53 115 1 Auto 9.7 Y Y BN57 115 1 Auto 9.7 N y 3. Mechanical alternator "M -Pak" 10 -0072 or 10 -0075. BE53/57 230 1 Auto 4.8 Y Y 4. See FM0712 for correct model of Electrical Alternator. D53155 & D57/59 230 1 Auto 4.8 1 ! Y Y 5. Variable level control switch 10 -0225 used as a control activator, with Electrical E53155 & E57/59 230 1 Non 1 4.8 2 3 or 4 & 5 Y Y Alternator (3) or (4) float system. Single piggyback switch included. O CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, FM0477 .s a,-3 c ... - c:: deAcas aw d 1.Jnn s'h 3u;d be do=e by qu i3!'?sd Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump /Sewage Basins, FM0487; and Single Phase Simplex Pump Control/Alarm Systems, FM0732. _ -- 7 r, = he v w,; ` ._• +21t _ .r•, t = 1 (� ._ %• For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Louisville, KY 40256 -0347 O Manufacturers of. . SHIP TO: 3649 Cane Run Road o ® ® Louisville, KY 40211 -1961 QlL4L�TY�UMPS S HCE ��3�7 hrtp✓/www.zoeIIer.com PUMP I0 (502) 77 8-2731 FAX (502) 773624 928- PUMP © Copyright 2002 Zoeller Co. All rights reserved. Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over systern. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 1 ncy Plan ption #1. If system fails, determine cause of failure, use alternate area and install new s em ' tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option #3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715- 246 -5148 Shaun Bird #226900 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 ;ion of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must St X include, but not limited to: vertical and horizontal reference -point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow e d location end distance to nearest road. pendin Please print 811 information. a ewed by Date Personal information you provide may be used for secondary paepose Privacy taw, ¢. 15.04 (1) (m)). Property Owner _ 4 operty Location Oakw ood Land Develg ent. ?s G vt. Lot NW 1 /4 1/4 S 25T 30 N R 18 Wor) W v I # Su bd. Name or CSM# Property Owner's Mailing Address J �- r ..� # Bock cRO;x 26 1 na I Red Pine Corner City State Zip Code, Phone SFr ICE :' City [I Village @ Town Nearest Road r.Ny 1 c Spring Lake Pqrk, T. 5542 .li) 780 -49,9� Richmond 140th. St. R) New Construction Use:Q Residential / Num'becbf 6et#roglha Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material gl aci al r1ri ft Flood Plain elevation if applicable ft. General comments and recommendations: trenches starting @ el. 96.90' spaced to code 4.00' b elow grade ❑ Boring Boring ❑ # g � Pit Ground surface elev. 100. 9 ft. Depth to limiting factor +$4 in. oil A lication 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 k mfr 2f .5 .8 -24 7 5 4/4 none sicl 2msbk mfr gw if .4 .6 3 24 -42 5 4/4 none sl M na gw na .3 .5 none sl 2msbk mfi na na .5 .9 96. � g Boring # El Boring 100.90 +84 El ® pit Ground surface elev. ft. Depth to limiting factor in Soil lication 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 3/3 none L 2msbk mfr gw 2f .5 .8 2 11 -27 7.5 4/4 none sicl 2msbk mfr gw if .4 .6 27 -40 5yr 4/4 none scl M na gw na .3 .5 40 -84 7.5 4/4 none sl 2msbk mfi na na .5 .9 ° l�o •Sn / ' Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ue 2 = BOD < 30 g/L and TSS < 30 mg/L CST Name (Please Print) Signature 7 Number Gar L. Steel 98 Address l_ a e Evaluati n Concluded Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11 -16 -2000 715- 246 -6200 I 1 y r s Property Owner Oakwood T and T)PV _ Parcel ID # Pending Page 2 of _3 a Boring# E] Boring ® pit Ground surface elev. 99 ' �� ft. Depth to limiting factor +84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 5 8 1m .4 .6 3 17 -45 7.5 4/4 none sl M na 9W na .3 .5 4 45 -84 7.5 4 none sl 2csbk DH na na .5 .9 0 6,Lr Q1 4 4 --.+ s oc.uuwo S d . � Boring # F E] Boring s 1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 E] Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application 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 ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 5 30 mg/L and TSS 5 30 mg/L e is an equal opportunity service provider and employer. If ou need assistance to access services or The Department of Commerce q pp ty p Y need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.6I00) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 NW NW' S25- T30N -R18w New Richmond, WI 54017 MPRSW -3254 town of Rich - , mond (715) 246 -6200 lot #264ed Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shorn as permanent lot lines were not established at the time the test was conducted. 1 " -40' = to of SE lot stake @ el. 100.00' �C#- tolp of 1" pvc pipe @ el . 10.60' � \ f y �o I 3 30 Gary L. L. Steel 11 -16 -2000 ST CROIX COUNTY SEPTIC 'TANK MAINTENANCE AGREEMENT` AND OWNERSHIP CERTIFICATION FORM F t owner/Buyer .S' Mailing Address ' p, 'tom t , Property Address K.. 1 (verification required from Planning Department for new construction) City /State Parcel Identification Number N �\ c�26 — ( 136 — ?, LEGAL DESCRIPTION Lc� 1 /,, 1 /,, Sec. °� J . T t/ N- w, Town of > Property Locatio Lot # �. Subdivision _ ✓�l� f Certified Survey Map # Volume Page # Warranty Deed 4 7�5 Volume Page # Spec housry,z6 es ❑ no Lot lines identifiables ❑ no SYSTEM MA1r1'rENANCE r emature failure to handle wastes. Proper maintenance I mproper use and maintenance of your septic system could result in its p 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. agr to submit to St. Croix Zoning Department a certification form, signed by the owner and by a The Party owner a r veri that (1) the on -site wastewater disposal system masterplumber, journeymanPlumber, restrictedplumber or a licensed pumpe fYing the s tic tank is less than 1/3 full of sludge. is in proper operating condition and/or (2) after inspection and pumping (if necessary), eP Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin" Certification sta • County Zoning O g that your septic system has been maintained must be completed and returned to the St. Croix ffice within 30 day f the a ear expiration date. a;2 DATE SIG A OF APPLIC OWNER CERTIFICATION y ` e we am are the owner(s) of I (we) certify that all statements on this form are true to the best of m (o�i knowledg I ( ) ( ) the perty described above, by virtue of a warranty deed recorded in Register of Deeds Office. / DATE % IGNATURE OF APPLICANT . Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. "" « «« I nclude with PP ith this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made to the warranty eed d U 2500' u 0 v 75 STATE BAR OF WISCONSIN FORM 1 — 1998 KATHLEEN H. WALSH WARRANTY DEED I REGISTER OF DEEDS 5T. CROIX CO., WI RECEIVED FOR RECORD Document Number This Deed, made between Oakwood Land D v elooment. a 02/16/2004 12: 45PK Corporation, Grantor, and James D. Fibison e � `6Y1 WARRANTY DEED ,Yh"� im ft Ad .� Gran EXEMPT it Grantor, for a valuable consicl0ration conveys to Grantee the following REC FEE: 11.00 described real estate in St. Croix County State of TRANS FEE: 110.70 Wisconsin (the "Property "): COPY FEE: CC FEE: PAGES: 1 Recor Ing Area Name and Return Address �g � V rMnc-L ��- C� �N 55135 026 11302 6000 Parcel ldentiflcation Number (PIN) This is not homestead property. (is) (is not) Lot 2 Red Pine Corner, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. None Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except h \� Dated this l J day of O �I (SEAL) (SEAL) Oakwood Land Development By Gregory J. Peterson, vice president (SEAL) (SEAL) _ AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ) ss. St. Croix County authenticated this day of _ Personally came before me this day of February. 2003 the above named Gregory J. Peterson, vice president of cod Land Development to me known to be = the person who uted the foregoing instrument TITLE: MEMBER STATE BAR OF WISCONSIN and acknowledge the s e. (If not, 5,u t cr authorized by §706.06, Wis. Stats) t 6 A I 1 ism n 5 p6ntw THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin Coldwell Banker Burnet 1301 Coulee Road My commission is permanent. (If not, state expiration date: Hudson, WI 54016 �, r V 1 b J ! ) 3 -61363 (Signatures may be authenticated or acknowledged. Both are not necessary.) PAM A. SPENCER NOTARY PUBLIC " Names of persons sig in any capa city must be typed or printed below their signature. STATE OF INIS;;' JN STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 —1998 Milwaukee, Wis. .£0100 V6 3 Z M..LZ.b L.00S M Op 9 ."� ;� � h Zi W J U. y �lS 2 12 O N h I� o V I� W -� � 0 lip, J !. 152.24' � ,LZ *i9ZI j 96' L9C ,00.00Z NO3- 23'13..W 540.20' 31 �. ° 1 No 0 j Al� J a C-4° �a� 3 C"� A to °.......�: / . i..... . 3.. .... ........................... ................ ........................�i.. �4A0N 1N3IY3Sb'3 3owlyMC! �I - ------------------ - -------- -----=--- - - - - -' --- - - - - -- ,00 looz - - - - -- --- ------------------- - H 1 S H 1 O 6L 'g Ls L M„LZ,t Loos ,95'0 . v9Z 3 „L 1,L0.00N M 0311 V 7cJNn 'SON1033S SSVHO 80 SY4838 1831VM `S3H0I10 30VNIV80 831VM IINVId 80 ONIIVAV0X3 80 'ONI n ONIaine Ol 031IV4Il ION SI If18 NVId NOIS083 BIOS ONV 30VNIV80 3 NOI1V83d0 3HI 30NVH0 80 HIM /HS 1N301S38 80 83NMO ON :310N I I0 Al L"\MC H[A�/CAPArIIY HEAD CAPACITY CURVE - r M11Mt -i r irNl' ANO MODEL 152/154 r-,:s 50 F,sef 7-tctm (,(it. I iterE. 40 - I:+ 4. f, 51 201 b /0 6.1 44 16 C i 30 1.6 .5A 129 4; a t 2 U U "0.7 U i. 2 4— 1 3p.o n. ('1.6(,,) /4.0 I t f 6 Li./:-n) T. -- I 2 1 0 40 1 4 80 i o GALLONS UlLkS �1 80 160 24 FLOW PER MINUTC CONSULT FACTORY FOR SPECIAL APPLICATIONS • rr*d dosing panels available. 7 1/ ij • Eiadvical alternators, for duplex systems, are available and supplied with an alarm 4 Variable level control switches are avallable for controlling single phase systems. - Double piggyback variable IM) that switches are available for variable level long and short cycle controls. - Seated QyAk-Box available for outdoor Installations. See FM1420, • Over 130 (54T.) special qudatlon required. L ) IM53 om MOM 3 G Qnk9t -IN N57 .5 BN152 1 �Au� 1 2n(3 to 1 8 8, 5 5 — Fnd — uded 200 E152 . 239 7 NM 4. 1 2or3 BE162 230 1 Alrto 4 Induded 2or3 im 116 j Non 106 1 2ar3 153 113 1 Awo MIS lnckxw 2 o( 3 SELECTION GUIDE il 230 3 230 1 Non 63 — — T 2or3 1. Single piggy bwk vvrWv hovel flue[ twitch or double piggyback variable level float BE 10 Auto InMed 2or3 switch. Refer to F1610477. o c4 2. So FW712 for cormct model of Electrical Akernalor E-Pak. AN in"11M of C0119`04, ~CM 66*1111 41 Mftg 11110tild W OQfW Oy a *101110 3. ve(WA level cwtroll switch 10-0225 tilled as a control activator, specify duplex (3) *ensood electrician. All olocticall and v#149ly cod" should be follownd Including the moot mw d K o6eft Code (NEC) and the Occupoodwooll SaWy and Weam Ad (0814} or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. K4A M. F a Box low O UWZ, W; 102560341 SW TO. Me Cwov Rwi &W L&*v&, KY 40211-IP51 �Lwr,- Paw Sect smf o (502) 77&P27J I - t (Wq 92JAMP PAX (W4 774-3624 0 CoPyr1oht 2000 Zoeller Co. AN rights reserved.