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HomeMy WebLinkAbout026-1082-70-200 Wisconsin Department of Commerce Count i safety and Building Division PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 487922 0 GENERAL INFORMAT9ON (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Smith, Gerald I Richmond, Town of 02'(0 CST BM Elev: Insp. BM Elev: I BM Description: Section/Town /Range /Map No: 28.30.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURE 5 CAPACITY STATION BS HI FS ELEV. Y Septic , ( Benchmark I',J �'�4.. /060 Dosing Ce a `) &5 o AE C.ov -w Z •9 /b3 , 7 Aefetisn Bldg. Se er g-35 I T9 .3 Holding St/Ht Inlet //, 3 9 5 • � S TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L 1 WELL BLDG. Vent to Air Intake ROAD Dt Inlet \ Septic J I I Dt Bottom Dosing $4 J05 i Header /Man. 35 Aeration Dist. Pipe Holding Bot. System //, c 95. 3 r , C ' PUMP /SIPHON INFORMATION Final Grade .7. S -� Manufacturer Demand St Cover u GPM t , o Model Number 4 (albs TDH 1 1-ift � /' �� Friction lo c System Head TDH z Ft 7 Forcemain Length / I Dia. it Dist. to Well I Z 5 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length fro. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 , r 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: (d'Fo�33 INFORMATION CHAMBER OR Type Of System: tt UNIT Model Number: 177 DISTRIBUTION SYSTEM 9' Header /Manifold M Distribution x Hol Size x Hole Spacing Vent to Air I ake r / Pipe(s) \1 z .—.K 4 �1— Length Dia Length Dia Spacing 41 e. •^d 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 u 1 Z Bed/Trench Edges \ Topsoil �` -y -: No Yes I No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: J / Inspection #2: Location: 1136 130th A,ue New Richmond, WI 54017 (SE 1/4 SW 1/4 28 T30N R18W) NA Lot 1 Parcel No: 28.30.18. l i 1.) Alt BM Description = ' " CC e- I 2.) Bldg sewer length = ! b - amount of cover = �0 / Plan revision Required? Yes 40 Use other side for additional information. - -- Date Insepctors ignatur Cert. No. SBD -6710 (R.3/97) e d B ildin s Division�q `y W. Av ., P_Onft zj � W dison, 5 Sanitary Permit Number (to be filled in by Co.) 8) 2 1 Department of Ggmmerce rate Pl Sanitary Permit Appihcatio n I.D. Number In accord with Comm. 83.21, Wi�. Adm. Code, personal information y provi f CROIX 000 TY VA may be used for secondary purposes Privacy Law, sl5.04(1)( ZONING OFF. EP ddress (if dif rent than mailing address) I. Application Information - Please Print All Information s 13 Property 0 ner's Na me Parcel # of Block 1i Property Owner's M ailing Address 9 Ug i rty LocaTion sk,Section City, State Zip Code Phone Number �(] (circle � e) T N; R�E or II. Type of Building (check all that apply) 131. �/ D / 3 3rd Su ivision Name CSM Number 14 1 or 2 Family Dwelling - Number of Bedrooms Gil V ❑ Public/Commercial - Describe Use :�"� f S ��& 0 ❑ State Owned - Describe Use yrrJYi - ❑City ❑Village i Township of 0A III, Type of Permit: (Check o one box on line A. Complete line B if applicable) A ' New S tem ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner r _ jN on of POW15 -Presstuind I yE► 11 Mmuld > 24 in. of suitable soil ❑ Mouad < 24 in. of suitable soil ❑ At -Grade El Single Pass Sand Filter onstructed Wetland ❑ Pressurized Itt G ' ❑ Holding Tank 11 Peat Filter 11 'Aerobic Treatment Unit El Recirculating Sand Filter ecirculatiug Sy nc lriedia Ft2ter aamber 11 Drip Line ❑ Gravel- s Other ) V. tment Area Wormation: 1"D S , Design Flow (gpd) Design Son Appl m lon' t) Dispersal Area Required (at) Dispersal Area Proposed (sf) System Elevation VI. Tank Info Capacity in . T Number Manufacturer Prefab Site Steel Fiber p] Gallon, Gallons of Units Concrete Constructed Glass New E"11g 4 Tanks Tanks Septic or Holding Tank 1 �(7 Aerobic Treatment Unit , lI Dosing Chamber VII. ReSpOI*bft Statement I � , the' , assume respondbility for installation of the POWTS shown on the attached plans. Flulaw Na me (Print) Plumber's Si gtrature MP umber Business Phone Number Pe� 46 Plptnbea's Addle ss (Street, City, State, Zip ) v u /De ent Use 01d raved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date sued Is ' g Age t Si tur Stamps) k Surcharge Fee) ✓ �� ,! D s ❑ Owner Given Reason for Denial 7 easons for Disapproval a l „ JG�� �j ✓��7Z �D 3�,0�d 1 eptic tank, effluent filter and dispersal cell must all be serviced ! maintained q /•./o y�AZA;ti as per management plan provided by plumber. 2. All setback requirements must be maintained { i Ap?& as per applicable code /ordinances. � �� � 0�'L A „ • �� / / c3J���t� Cu�L -� Attach complete plans (t County only) the system on paper not less W 1/2 x 11 inches in size nrT c�no in nY /nom\ Sn v 'S Tl � o � w 40 fi s �x ro �� 9y GAGS N r W r O C) (D 3 ft 1 j � N i I � � ro • '�5�, 9y � CGS f IoF ���n� m � R s �b rn I" h 2 �. Page 3 Of SEPTIC TANK E'PUMP CHAMBER CROSS SECTION'AND SPECIFICATIONS .s Sur. yo. 4" CI . VENT PIPE 12" MIN. ABOVE GRADE WEATHERPROOF .?' /p' FROM DOOR, WINDOW OR WITH CONDUIT MANHOLE FRESH AYR INTAKE W /PADLOCK E f�.d / r,Vro WARNING LABEL J-- _ 4 ►1 MIN. 18" IN. ,�►t INLET '� ► Fj WATER TIGHT SEALS GAS- ► TIGHT i \APPROVED f�c rrc A SEAL ►. ; JOINTS WITH ALM APPROVED PIPE APPROVED � -�•-. � ON 3' ONTO PIPE 3 C �. SOLID SOIL - 011TO SOLID SOIL' PUMP OFF ELEV. FT. —j— OFF '� RISER EXIT D PERMITTED ONLY IF TANK- MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE .PAD SPECIFICATIONS SEPTIC./ DOSE' TANK MANUFACTURER: NUMBER DOSES PER DAY: I�a.6� - ay TANK SIZES: SEPTIC i v GAL. DOSE VOLUME. INCLUDING DOSE GAL.. FLOWBACK: / /- 36.• . .GAL. ALARM '� MANUFACTURER: <E �h�„rb CAPACITIES.: A = INCHES = ©� GAL. MODEL NUMBER. An-l1c 411e1''t' V SWITCH TYPE: �c�a B = INCHES = 3q. GAL. pump:'" MANUFACTURER: C = INCHES =. .3L GAL. MODEL NUMBER : w � 5 -— D . = g INCHES 1 3,G, CO GAL, SWITCH TYPE: �e rc� REQUIRED DISCHARGE RATE , ,GPM PUMP ALARM WIRING AS PER ILHR 16:23 WAC . EETWEEN PUMP OFF AND DISTRIBUTION PIPE . FEET + MINIMUM NETWORK•SUPPLY PRESSURE ---_ FEET t J FEET FORCEMAINX /.D FT /100 FT. FRICTION FACTOR . � _FEET `. TA D TAL DYNAMIC HEA FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH Sc�. ; WIDTH LIQUID DIAMETER `� , 1 , ■ a HY ■ SD33 VS33 SW50 i Typical Application* Sump/Effluent pump Typical Application* Sump /Effluent pump (a acities SW /SD/VS33 - to 48 GPM (3.0 Vs) (opudes SW/SD/VS50 . to 44 GPM (2.8 I /s) Heads SW /SD/VS33 - to 26 ft. (1.9 m) Heads SW /SD/VS50 • to 24 ft. (7.3 m) Electrical SW /SD/VS33 - 115V, Is, 10.0 FIA, 60 Hz Electrical SW /SD/VS50 - 115V, le, 8.0 FLA, 60 Hz Motor SW /SD/VS33 - 1/3 HP shaded pole w /thermal Motor SW /SD/VS50 -1/2 HP shaded pole w /thermal overload overload 1550 RPM 1 S50 RPM Minimum Recommended SD/VS33 =12' (304.8 mm) Minimum Recommended SD/VS50 =12' (304.8 mm) Sump Diameter SW33 = 18'(457 mm) Sump Diameter SW50 =18' (457 mm) Automatic Operation SW = Wide -angle float switch Automatic Operation SW = Wide -angle float (manual available) SO = Diaphragm pressure switch (manual available) SO = Diaphragm pressure switches VS = Vertical float switch VS = Vertical float switch Materials of Construction Cost iron and engineered thermoplastic Materials of Construction (ast iron and engineered thermoplastic Impeller Thermoplastic vortex Impeller Thermoplastic two vane semiopen Discharge Sae 1.1/2' NPT (38.1 mm) Discharge Size 1 -1/2' NPT(38.1 mm) Solids Handling 3/8' (12.8 mm) Solids Handling 3/4' (12.8 mm) Power Cord 10' , SJTW,(20' optional) Power Cord 10' , SJTW,(20' optional) Superior Features • Carbon/Ceramic mechanical seal Superior Features • (arbon/Ceramic mechanical seal • Oil -filled motor w /automatic reset • Oil -filled motor w /automatic reset thermal overload thermal overload • Uses single raw ball bearing construction • Uses single row ball bearing construction • Piggyback plug available for easy maintenance and • Piggyback plug available for easy replacement maintenance and replacement 9 30 040 33, SW33, 3 30 SW /SD/VS50 6 P 20 F r— 20 LL. 3 °10 10 �nry - pis OJ'� to 20 30 o 0 10 20 30 . 40 50 60 70 lifersj$xond 0 1 2 3 GPM k SWitel A f Pr J esi en la Za bc an . Commercial O uen PECIFI .,_ SCATIONS APPLtCATIONSe The A100 is t>std and commaeial ac is effec�ive in «iuli�tnilyh ,rentalp�ierry;rKhao s assceaa � std evergwhfte terigh uupectded solids t oncatc. a FLOW RATE: 3,00 perfiltet. lrtsta [ltwoortaorefihsinaPYCaconaece to achieve.Eows tf 6.000 apd . . Cheek wtck:Z" FILTRATION: 71u 26 Disc Duns 0 1,►16 u►ch provide 198 lineal fat of ` lz<adon. 2 INITAU AT101�k The fiha Ee installed inside the tank or insWled to a Zabel Cflnpinec AsutablT onuide the KPH tank. SERVICE: Setvke residaitsal irstaliations whenever Yon pomp the tank- ' O 4 34VIV f, • : Z �� � Mil Wig t oo DLk Mace W � tte++a. Casts, Lids, Reducers Rigid Vinyl PVC 87371 M"'�"L 2 26 Mw disc Discs Hi Impact Polysq=e ter. 3 i ow" Rod, Nuts High Density Polyethylene 4 3 Rod, U.S. Patent No. 4,710,295 Call 1 -800- 221 -5742 or Fax (502) 267 -8801 for further information. `i Maintenance The interval for servicing septic tanks linterval by state and should be but mn�regulatoryg� cis su gest two to five years. wide difference of opinion on what this when The Zabel" filter, wh es. neodtannd P m the Howeve our fit eras virtue IY self cl The continued ued act on septic tank is norinI Y of the anaerobic organisms on the Zabel filter causes lodged partideS to dlsi me or at e an d fall to the bottom of the tank. if your finer contains a SmartFlIterr' alarm; you will. be ratified by an alarm when the filter needs seriiiang. Tp service the filter: I •Servjdng . any zabet filter should only be done by a certified sepdc tank pumper - or installer. the dutteto11 Firmly ptA the Miter ht and dde the cwbidg Remove the tank 01 and pump the. •Note: A tee �Y b be U, "d gtiallfei b . rlecesSary t0 bebw. round Wof to any poi Conn Zabel for Into gsCaping to tit h ; when the F 4 re F I 'fi { r . �� � �' E i•> i4 a White. holding the access ,I Ins "* cartridge With baok'`in careful to drisse , E sure. i V ,ro n rs not Co. t on the flrter' Replace may be t>t Wa IN USA The product(s) shown are covered by one or more of the following patents: U.S. 5,762,793, 5,580,453, 5,591,331, 5,759,393, 5,683,577, 5,582,716, 5,779,896, 5,593,584.5,795.472,5,736,03 4,710,295, 5,382,357, 5,482,621 U.S. Des. 386,241, 349067, 4605501,5098568, Des. 309007, Australia: 13444.0; Canada: 2,135,937; Israel: 111574; New Zealand: 264824, other Patents Pending Call for a free ZABEL ZONE An Onsite Wastewater Magazine 1- 800 - 22.1 -5742 - Website http1 /www. .zabel 6om I Q Wisconsin Department ofComi SOIL EVALUATION REPO r Page 1 of q /t ''R"' Division of Safety and Buildings <j rdance with Comm 85, Wis. Adm. Code County 51' C r C) 1 Attach complete site plan on paper n s 11* include, but not limited to: vertical and hod t ce oint ( end Parcel I. . percent slope, scale or dimensions, north arro d and distance to nearest road. * 0 Please print all infor ��( , �? c�j �dQ e ' we by Date Personal information you provide may be used for secondary purpos 's (Privacy Law, s. 15.04 (1) (m Property Owner ST. C tion Getr�,l�, Z. s M :��• Z IN , of 114 (,J 1/4 S d —T3 N R l E (or W Property Owner's Mailing Address Lot # Block # Subd. Name tt 02 V1V4V ty State Zip Code Phone.Number ❑ City ❑ Vill e ® To n Nearest Ro'd K R • MfV s s 33D (m)YY/- islet ;c�► r ►, h a New Construction Use: ® Residential / Number of bedrooms Code derived design flow rate _ GPD ❑ Replacement ❑ Public or co m ercial - Des ibe: Parent material ! "&J8 _. �9/tg ,^,�i ✓ � loud am elevatiofi if plica e _ ft• General comments S 'f e� rEV.0 - - Z � 7 F� and recommendations: 3� gy.3 a F 5;4,r- Boring # Boring p �7 ® Pit Ground surface elev. 7 8. 1S ft. Depth to limiting factor �D� 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 a S - a'1 R. a 5 L o; tm f -- - /' D 5.3a 1$10 - S-L a rA'Fr C IV r `/ . (o y. 3a-% 7. Y � 5 a .s , 1- to 5 ' 5 1p 7.57P ❑ Boring # Boring 9 Q Pit Ground surface elev. % 7• i� ft. Depth to limiting facto _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ffl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 -1 �n G R " r 0- w o?F — ,(0 / f b o� 1► - 7,5 I s.l. a1 �t M r ,.J 1 735 7. y+� S 1� �.� Gw Iv t I. Effluent #1 = BOD > 30 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L ame (Please Prin� a Signature CST Number n t S-t� .. air Q g qse q> 0 � , +, ate Evaluation Conducted Telephone Number —•/ 7 US — �y _ r Property Owner �erj �Yh A ID # Page of ❑ Boring # [] Boring Q p 3 ® pit Ground surface elev. ! O_7S 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 t I at lo'f iZ _ >, aF55 K YMf r aw-1 -i 7.SHR.y Sc,L AM3�rt Y , `i.. I A li . W740 75112 9 A. v — 5 I-- w I Ito-MOI 7-5 7 Lew Boring # ❑ Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. F] 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 j 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -6330 (R.6/00) SE Vy S w `Iy Sec. a8, -T3 ? RIO - 40 7 -' to N Sce 1 e I " - - yo a.Ure- u t" Ae 93 r C6 a G1. ° o CO 03 Sa S ®uth l t: nt� A v e- ----- ----- ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Rt_� S m T— T I� Mailing Address (.o 3 �� u I�� 6 �So✓� ws S�(bZ� Property Address 3th. n I (Verification � r � egqu i irre - d from Planning & Zoning Department for new construction.) City /State{VW4 �1AI�`(1r_1� W.L Parcel Identification Number LEGAL DESCRIPTION Prop Location 5 e '/4 � '/4 Sec. ° a T 3O N R 11 W, Town of p Y , Subdivision RL/-k ry f Acre5 , Lot # Certified Survey Map # �� 5 , Volume CW , Page # 50 b d Warranty Deed # r-A ��P� , Volume c� 9 1 , Page # S3 Spec house es no Lot lines identifiable es no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I /we certify that all statements on this form are true to the best of my /our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedroom S NATURE OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) POWTS OWNER'S MANUAL MANAGEMENT PLAN Page S -- of FILE INFOW4ATION SYSTEM SPECIFICATIONS Owner " Ca l c_'1 1 Septic Tank Capacity / al ❑ NA ✓ Se tic Tank Manufacturer NA ermit # � [I P "Z2 DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms 100 d/bedroom ❑ NA Effluent Filter Model ❑ NA Number of Commercial Units NA Pump Tank Capacity al ❑ NA Estimated flow (average)* al /day Pump Tank Manufacturer NA Design flow (peak), estimated x 1.5* 4 //80 al/da Pump Manufacturer r -Z❑ NA Soil Application Rate al/dayft Pump Model ❑ NA Pretreatment Unit A Influent/Effluent Quality (NA❑) Monthly Average ** ❑ Sand/Gravel Filter ❑ Peat Filter Fats. Oil & Grease (FOG) < 30 mg/L ❑ Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand (BODs) 220 mg/L ❑ Disinfection ❑ Other: Total Suspended Solids (TSS) Manufacturer: Model: _< 250 m L Cell(s) Pretreated Effluent Quality ❑ Monthly Average * ** Dispersal k In- ground (gravity) ❑ In- ground (pressurized) Biochemical Oxygen Demand (BODs) < 30 mg/L ❑ At-grade ❑ Mound Total Suspended Solids (TSS) 30 mg/L ❑ Drip-line ❑Other: Fecal Coliform (geometric mean) l0 + cfu/100m1 O Leaching Chamber Manufacturer ".Q" q r,4,c— Maximum Effluent Particle Size 1/8 inch diameter Model ` iix . -a Approval Stipulation *Wastewater Flow Verification on and calculations: Soil Application Rate .� gpd/W Area Req. 64/), 1 1 ft (Other than bedroom based) Absorption Area Credit per unit 3 1. 1 ft Minimum Number of Chambers ❑ Aggregate Desi n Flow/Loading Rate= ft min ** Values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent. COMM84 and be installed per manufacturers specifications ** *Values typical for pretreated wastewater. and approval letters. DESIGN CRITERIA ❑ "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual' (Converse et.al.1990) ❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ❑ "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 ❑ "Design of Conventional Soil Absorption Trenches and Beds ". R.J. Otis — ASAE Publications 5 -77 and "Design Manual — Onsite Wastewater Treatment and Disposal Systems ". EPA 625/1 -80 -012 October 1980 ❑ SBD — 10570 —P (R.6/99) "At -Grade Component Manual Using Pressure Distribution" (} SBD — 10567 —P (R.6/99) "In Ground Absorption Component Manual" ❑ SBD — 10705 —P (N.01101) "In Ground Soil Absorption Component Manual" Version 2.0 ❑ SBD — 10628 —P (N.6/99) "Recirculating Sand Filter System Component Manual" ❑ SBD — 10656 —P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ❑ SBD - 10572 —P (R.6/99) "Mound Component Manual" ❑ SBD - 10691 -P (N.01 /01) "Mound Component Manual" Version 2.0 ❑ SBD. - 10595 —P (R.6/99) "Single Pass Sand Filter Component Manual' ❑ SBD - 10657 —P (R.6/99) "Drip -line Effluent Disposal Component Manual" ❑ SBD - 10573P "(R 6/99) "Pressure Distribution Component Manual" ❑ SBD - 10706 —P (N.01 /01) "Pressure Distribution Component Manual" Version 2.0 ❑ Drip -line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequenc Inspect condition of tanks At least once every ❑ months 3 year(s) ( Maximum 3 s. Pump out contents of tanks When combined sludge and scum equals one -third 1/3 of tank volume Inspect dispersal cells At least once eve ❑ months 3 Z# year(s) Maximum 3 s. Clean effluent filter At least once every J21 months ❑ year(s) Inspect pump, pump controls & alarm At least once every ❑ months ,® year(s) ❑ NA Flush laterals and pressure test At least once every ❑ months ❑ year(s) A NA Valves At least once every ❑ months ❑ ears ❑ NA Other: At least once every ❑ months ❑ ears ❑ NA START UP Page of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the.wastewater stream will affect the perforriiatice and longevity of your POWTS. The installation of water- saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to, the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable /fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette: butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ❑ Valves Valves shall be operated in the following manner: arms Alarms shouldbe teste on a regular basis by the home owner. If an sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating coadihons, however water should be conserved' until any problems with the' system are 'corteeted'to prevent back =tip of sewage into the, dwelling or surfacing. INSPECTIONS Inspection shall be made by an individual carrying, one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). �1 Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or surfacing of effluent. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be ro tl corrected. Exposed openings eater than 8 inches in diameter shall P mP Y � oP g 8r be secured with an effective locking device to prevent accident4l or entry into the tank: When the combination of sludge and scum in any tank exceeds one -third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NRl 13, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Ck Pump Chamber/Treatment Tanks Component The inspection must include 'a test of alt electrical equipment such as pumps, alarms and floats._ A visual . check must be. made for leaks, backupssurfacing; missing orbroken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. Page 6 of 7 In- Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface- seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. ❑ Mound, At- Grade, In- Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may,indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS [ Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. N7 'rtabl lacement a is not availab due to setbacks or soil limitatio . Barrin chances in POWTS technology a l may be ' to ed as a las�eso to replace�ht a fail POWTS. evaluation t be perfo d to locate ble replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. p Mound and at- grade,soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name : oA e l Phone r e5n _ I Phone 0 1 SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name Agency .� Phone Phone _ 6' Q 79 OE. 64 It V 2 8 1 4 P 5 3 Z KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIR CO.. WI DOCUMENT NO. WARRANTY DEED RECEIVED FOR RECORD 06/03/2005 12:00PH WARRANTY DEED EXEMPT t This Deed, made between David A. Ball and Kimberly A. Ball, husband REC FEE: 13.00 and wife and Dennis F. Ball and Nancy A. Ball, husband and wife, TRANS FEE: 3185.40 Grantors, and Gerald J. Smith, a married person, Grantee, COPY FEE: WITNESSETH, That the said Grantors, for a valuable consideration CC FEE: PAGES: 2 convey to Grantee the following described real estate in St. Croix County, State of Wisconsin:: RETURN TO: Parcel 1: The East Half of the East Half of the Southwest Quarter Loberg Law Office (E' /. 359 West Main Street /EY2 Ellsworth, WI 54011 /SWY.) of Section Twenty Eight (28), Township Thirty (30) North, PID #026- 1082 -40 -000 Range Eighteen (18) West, Town of Richmond, St. Croix County, 026- 1082 -70 -100 Wisconsin, EXCEPT Lot One (1) of Certified Survey Map filed April 026 - 1082 -95 -000 24, 1990, in Vol. 8 of C.S.M., pg. 2199, as Doc. No. 457843, being 026- 1083 -10 -000 part of the Southwest Quarter of the Southeast Quarter (SW'/. /SEY +) and part of the Southeast Quarter of the Southwest Quarter (SE'/./SW' /,), both in Section Twenty Eight (28), Township Thirty (30) North, Range Eighteen (18) West. Parcel 2: The West Half of the Southeast Quarter (WY. /SE' /.) of Section Twenty Eight (28), Township Thirty (30) North, Range Eighteen (18) West, Town of Richmond, St. Croix County, Wisconsin, EXCEPT the following described parcels: 1. Lot One (1) of Certified Survey Map filed April 24, 1990, in Vol. 8 of C.S.M., pg. 2199, as Doc. No. 457843, being part of the Southwest Quarter of the Southeast Quarter (SW' /./SEY.) and part of the Southeast Quarter of the Southwest Quarter (SEY. /SW %), both in Section Twenty Eight (28), Township Thirty (30) North, Range Eighteen (18) West; 2. Lot One (1) of Certified Survey Map filed August 13, 1981, in Vol. 4 of C.S.M., pg. 1093, as Doc. No. 372738, being part of the Southwest Quarter of the Southeast Quarter (SW' /./SE %) of Section Twenty Eight (28), Township Thirty (30) North, Range Eighteen (18) West; 3. Commencing at the Southwest corner of Lot One (1) of Certified Survey Map filed August 13, 1981, in Vol. 4 of C.S.M., pg. 1093, as Doc. No. 372738, for the point of beginning; thence N89'59'15" West 20.00 feet; thence NO'01'41" East 262.00 feet; thence S89'59'15" East 224.00 feet; thence SO'01'41" West 15.00 feet; thence N89'59'15" West 209.00 feet; thence SO'01'41"West 242.00 feet to the point of beginning; 4. Commencing at the Northeast comer of the Northwest Quarter of the Southeast Quarter (NW %./SEY.) of said Section 28; thence South 16 feet; thence Northwesterly to a point 10 feet West of the point of beginning, thence East to the point of beginning. This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; And grantors warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions, covenants and conditions and will warrant and defend the same. U 2814 P 532 Date �is � - /` ff ayy, 2005. M �� � this i66th day o "� "(� (/� / //"`^ (SEAL) u� SEAL) David A. Ball Kimberiv A. B (SEAL) (SEAL) Dennis F. Ball N cy A. Ba AUTHENTICATION ACKNOWLEDGMENT Signature(s) _ STATE OF MINNESOTA } } ss. authenticated this ay of COUNTY OF 2 Personally came before me this 16th day of May, 2005 the above named David A. Ball Kimberly A. Ball and Dennis F. Ball and TITLE: MEMBER STATE BAR OF WISCONSIN Nancy A. Ball to me known to be the persons (If not, who executed the foregoing instrument an authorized by §706.06, Wis. Stats.) ackno the same. THIS INSTRUMENT WAS DRAFTED BY gyp' e, LOBERG LAW OFFICE Notary Public County,MN My Robert L. Lobera Commission is permanent. (Signatures may be authenticated or acknowledged. Both are not necessary) (if not, state expiration date: , 20 jb / SST 1042 T }�Q$ W. �y W catwi+w m mwbm dw i�1, sii w t y N'p i rn rn 'El El i • I ' I1l IF - — = - 1 N ' 0 �A - it, (F it II 1 ; Ill ;1 a 1 , ° 1 L (I 1� �I •i '�li��' I� ° -1I i III I ;i a �--- z M I_II I ! I M ( [1( ► il III � M T - 1 , f1r F 1 � 1, 1 II I ar— �. —a'r- .____ -� __ .__'__ —._. _ _. 2T4 1 I • l 4 x1� w+or r+wsets z § @ 2.2x101 T4--- TIT" , 2x6 s.. 1 IIV _. i M I � tM � � ^' �� •tea' aas ,eas ffi ' P 1 I { { 1 , ._y.S 7T— + 5 4 IL � 1 z q r p O N 70 `0 r > 1 4 _ p i A d f t 1 � � 1 r Z � 1 1 R D � s � :.; C -, ,r C U4 .I. NDV6M . 17 m m � O 3 o L F� YW1 4py,w F wuo„ P y I t p r S �'' � tr y e arc- - --- -- � t , -•� i .t t t �• 9l �t - - � ro' --- v -o--- -1 s�+• ---• -� •'t to :;i t 1 �- t ' r•rl- I -•i- v I I � i f� �, 1 FFF 1 1 I it 4 t I ~ 1 $ P , ° i ix i °J 1 _ tvo• � ro � >rs•• 1 tv o.c_. I ��u .. k I 4 I t ti 1 I = 1 I- ,t 1 i I - tl l O I i I t P arc r O rn xi T CGS' O 0 A _ T 0 ■ ■ ' 0 o c A . ��7���) g � ® m � . [ fCD � R $ « 2 7 � / § _ ����k�� [ CL 2 � e 2 K » - . c j o CD >0 CL ƒ �_ CD \ � c . 2 § {; ° S 2 A \ $ 0 0 0 /.- ƒ 1 § z CA ■ ■ - > 7 r3 � f -4 � > E 0 o ; / 2 § / g c N e , ƒ / CL , a 2 7 2 z E E . R w � $ § m � 0 ( i 2 \ \ \ ; : . . > . 0 { � � ( ; CD � I \ ' � o 0 » < \ . _o . \4 � � �i � �/ Safety and Buil ' ion County , 201 W. Washington Ave., P. 7162 .] Madison, WI 53707 Sanitary �seans�n D Permit Number ( to be Sited in by Co.) artment of Commerce (608)2b6 -3151 .2-7 State Sanitary Permit Appl cation- S tate Plan r.D. Numbe In accord with Comm 83.21, Wis. Adm. Code, personal information u provide Pro' " t Address i different than mailing address) may be used for secondary purposes Privacy Law, s 15.04(1 m) JU 9, 8 2 005 I. Application Information - Please Print All rmation �' 7L1 ' ✓ v A pp ST. CROIX COUNT Property Owner's Name # ock Al Property Owner's Mailing Address erty ation (• S IC - 33. t� Sl f" G a v., 5i✓ �1., Section A City, State Zip C Phone Number Q a (circle le) T 1 70 N; R E o H. Type of Building (check all that apply) Q 2 Family Dwelling - Number of Bedrooms ¢ S dtv�st e v CSM umber ❑ Public/Commercial - Describe " ❑ State Owned - Describe Use 4�t 1 Gucrar�. 79GG ) ❑City_❑dillagcAownship of III. Type of Permit: (Check only one box on Tine A. Complete line B.1f applicable) A eww Sys ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renews) ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS stem: Check all that appl ,WfWon Pressurized In -Grand ❑ Mound 2:24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized - Ground C1 Holding Tank ❑ Peat Filter 11 Aero%c Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber J Q D69 Liue ❑ Gray ,-less liipe ❑ O er (explain) V. Dis ersal/Treatment Area Inf rmation: J Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required (sf) Dispersal Area Proposed tern Elevation boo 1 t ./ > /,t > VL Tank Info Capacity in Total Number Manufacturer Prefab Site Steel I FibaO Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank GvlljsC/- Aerobic I rreatment Unit Dosing Chamber L —4 VIL Responsibility Statement - I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plum 's Name (Print) Prb�' Si gn MP/MPRS Number Business Phone Number ka< d � Plumber's Address (Street, City, State, Zip Code) Co > .S' 30 VII" oupty/Department Use Onl Approved ❑Disapproved Sanitary Permit Fee Groundwater Date sue I uing Agen Si ) t Surcharge Fee) Y o s ❑ Owner Given Reason for Denial � v `� IX- Conditions of Approv easons for Disappro al 2, Wje, f gi'kt� . SYSTEM OWNER: — 2 2 2,3 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 7tpt�J F-L 2, pil SelVacRrequ must be maintained 7,C/7�.� fizz as per applicable code/ordinance . ttac complete Plata (to the County only) f the system on paper of lest n 81/2 x 1 s _) Y SBD -6398 (R. 01/03) Iz Department of Comme SOIL VA L PORT n of Safety and Buildings J 2 8 20 5 Page _L of in accordance wi Com 85, Wis. Adm. Attach complete site Ian on a er no County p p P �d��'� �/Q��fi�ichds n size. Plan must include, but not limited to: verb h GUpoint ( ), direction and percent slope, scale or dimensions, no arrow, an o istance to nearest road. Parcel I.D. a� - /n 2 -70 -to Please print all information. eview Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 1v L3 r � 1/` Govt. Lot . E 1 1 4 S td 1/4 So� T 30 N R I g E (or Property Owner's Mailing o rtegs Lot # Bl # S city State Zip Code Phone Number ❑City ❑ V a Nearest Roa S (is) aH� -3�a ��, , N o" A v e V New Construction Use: I6 Residential / Number of bedrooms Code derived design flow rate fn b(� GPD ❑ Replacement ❑ Public or co al - Describ�i Parent matenai Q� ? J _ i �Iood11- I applicable _ General comments C ft and recommendations 5 "5'S �t '' Q s , — rr`C n e-l'es C � � `� Fv r C a.c. • s +C. " 1 95-0 7') - r 3 <9s.3s'� tF T, s:�'G , �ivrvK r, ,4 � i-��a b a ' Boring # Boring Pit Ground surface elev. C ?q.-PI ft. Depth to limiting factor 1 / 0 _ in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Soil A G Rate in. 'Eff#1 "Eff#2 -i oyRa /a S c. 4 w F ,l , o a 13 -�3 / 5 �- S►2 w, w c� �.0 �-3 7.�`�, ----- ---- -� ..s� `f 3rd 4 7. S Y S � -� I �. 0- 5 M t_.. --' --- /7 ® Boring # Boring ® Pit Ground surface elev. . s ft. Depth to limiting facto in. _ Soil Application Rate � Roots •Color Redox Description Texture Structure Consistence Boundary Horizon Depth Dominan GPD/fF In. Munsell Qu. Sz. Cont. Color Gr. Sz. dh. ' ' - Eff#1 'Etf#2 OF 5 i r r 4w , Sc L 9*5b V m fr C w ► F j7 t 1. e " Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Pleas Prin Signature T N umberr r J Add roll 7 T b " '� " Date Evaluation Conducted Telephone Number LV ` Parcel #: 026 - 1082 -70 -100 08/05/2005 05:06 PM " PAGE 1 OF 2 Alt. - Parcel #: , 28.30.18.435 026 - TOWN OF RICHMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-owner DAVID A & KIMBERLY A BALL O - BALL, DAVID A & KIMBERLY A 656 EDIE LA HUDSON WI 54016 Districts: = h SP = ' = D SC School Special Property Address(es): Primary Type Dist # Description SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 16.600 Plat: N/A -NOT AVAILABLE SEC 28 T30N R18W SE SW EXC PT TO CSM Block/Condo Bldg: 8/2199 & EXC W 1/2 E 1/2 OF SW 1 /4 Tract(s): (Sec- Twn -Rng 401/4 1601/4) I n ( 28- 30N -18W Notes: Parcel History: Date Doc # Vol /Page Type 06/09/1998 580720 1330/456 WD 03/24/1998 575654 1308/311 WD 03/24/1998 575653 1308/310 QC 07/23/1997 1039/455 WD more... 2005 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/20/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 16.300 2,700 0 2,700 NO UNDEVELOPED G5 0.300 100 0 100 NO Totals for 2005: General Property 16.600 2,800 0 2,800 Woodland 0.000 0 0 Totals for 2004: General Property 16.600 2,900 0 2,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I Bm636� VOL 20 PAGE 5068 KATREM K. ALSK REGISTER OF DEEDS CERTIFIED SURVEY MAP RECEIVED RECORD 09/14/2005 08 :10AK Located in part of the Southeast Quarter of the Southwest Quarter of Section 28 CERTIFIED SURVEY MAP Township 30 North, Range 18 West, Town of Richmond. St. Croix County. Wisconsin. REC FEE: 13.00 COPY FEE: 3.00 PAGES: 2 I •. GERALDG i� UNPLAn LAN fi1PLE1/ O F OWNER NVN w N89'49'11 "E 406.41' . 203.50' 202.91' 'roo _C $ o I 2 N NO TH °o In w LOT 1 LOT 2 W C:) y RAI I TOTAL AREA: TOTAL AREA o w t o 94, T. $ 615 SO. F 94, T. 484 SO. F �' — t�.l 2. 17 ACRES 2. 17 ACRES m ` I co AREA EXCLUMVG R. O. W. AREA EXCLUD //VG R. O. W.: -s- D �'- 87,900 SO. FT. 87, 769 SO. FT � Im 2.02 ACRES 2.02 ACRES co I ry I....... ..........................�.... . pt Ica ko CtPROPOSEO OR / EWAY � � (� •h �� 406.98' V RIGHT O F WAY I 20 I _ 1 20 P.O.B. 889'49'11 "W 1962.09' `A 8130TH AVENUE � A $ 203.50' 203.53' 247.00 � S89 W 407.03 ,' /3_0 H SOUTH LINE OF THE SW 114 OF S_EC. 28 � I yVE SOUTHWEST CORNER (N89;36 38�W) S89'4 W SOUTH COV7NER SEC. 28 -30 -18 2616.12 ' SEC. 28 -3- 0 -18 (FND. CO. ALUM. MON.) (POSITION SET FROM 77ES— ROAD UNDER CONS7RUC770N) LEGEND* Section Corner Monument of Record Set 1" x 24" Iron Pipe weighing 1.13 pounds per linear foot O Found 1" Iron Pipe Building Setback Line (100' from Right of Way) (XXX) Recorded as NOTE: The parcels shown on this map are subject to State. County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. JOB # WI057SD48 Prepared by. BEARINGS ARE REFERENCED TO THE SOUTH LINE OF �O Consulting Group Inc. THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 30 N., RANGE 18 W., WHICH IS ASSUMED TO BEAR Phone No. (715) 246 -4319 S89'49'1 1 "W Prepared for and at the request of: Fax No. (715) 246 -3830 Jerry Smith P.O. Box 325 too 0 loo 11160 190th Avenue NW. New Richmond, WI 54017 1 Elk River, MN 55330 Sheet 1 of 2 Drafted/ by* Mike Quackenbush GRAPHIC SCALE SCALE IN FEET: 1 inch — 100 feet Vol 20 Page 5068 r e A i i �--- I � h � y "', � � K-4-1,Gm, A-a-e- -.-