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HomeMy WebLinkAbout032-2077-60-000 C c � C) o a o 0. 0 a� w c 07 O U 0 O O N 0. C O y 0 N @ N � 0. i v � LL o co m o _0 O a� O c C L 0 O O Z m 03� a Z 0 3 E C c 0 U. O N L cu 0 0 Q a--) - 0 3 � Z C) c .; O N w OL Z a m a Z N O N O Z d' i U !�. — i N O d Z N C d Z j N E '2 4 M I O i N 0 2 z z N 0 Z O I d N �1 N j N r: 'd ci 0 .. N CL O a M r m c tr) CI m d E . 0 O O D d v @ N o N zM >�333 n Zo �i O O O 0 EL 0 �i w = o o fA J U O N N O }y � 0 v O *v N N Z tE p CD r- 0 0 0 j 0 O O O O C O RS Oi M p N O 7 ¢5 7 M 1� O H O N f0 U a 0 0 O N N 7r n O C� C c f0 t6 N Li N O 04 00 N Y LO 0 p V> t • �] N O N O CD U r+ o r U) I ' i C. c i o Z N Y U w y a is d • RS a d � d E V C c w `�1 A cia�','ov�c°v r Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM v' Count Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary(Pfq��t�Vo.: Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ❑ City ❑ Vil age ❑ To of: State Plan ID No.: Plecko, Robert Mmerset 'rownship fd• *) CST BM Elev_ I Insp. BM Elev.: BM Description: Parcel T�xAlq,:o77- 6� -��� o'f , s� I `{ - S ►til (: GS I Jl L TANK INFORMATION ELEVATION DATA 14. 3 Z r t-t TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 20 o�4. Dosing t. a. n' ,1 /z2 • g3' Aeration - Bldg. Sewer /2(•3'� �• $' 2. �3 Holding St /Ht Inlet ��.�o D 1 -7 r T BACK INFORMATION St /Ht Outlet TANKTO ko ` WELL BLDG_ Ae lntake ROAD Dt Inlet Septic -,.6 2 ` �r� ` — NA Dt Bottom 0 Dosing L` >1°D NA Header/ Man. Aeration / NA Dist. Pipe • 7- Holding Bot. System ' - q 4S r PUMP/ SIPHON INFORMATION Final Grade �• anufacturer S b Demand t cover O' 4odel Number GPM TDH Li ft2 Friction 0 Systema TDH 10.16IFt • Fii Forcemain Length -3 / Dia. Z " Dist. To Well C Je g -� 0 SOIL ABSORPTION SYSTEM BED/TRENCH Width Len th c N . Of TTeartfrl?s PIT No. O its Inside Dia. Liquid De DIMENSIONS Z- DIMENSION SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Ma SETBACK CHAM INFORMATION Type O System: p^ M ! i Mo de Number: Z[ oZ OR DISTRIBUTION SYSTEM Header/Manifold N Distribution Pipe(s) v x Hole Size x Hole Spacing I Vent To Air Intake Length 11 5.0 � Dia- Z Length �;� Dia. 1± Spacing 3 • 1 1 / 4 , 4 " k �—" SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems , Only .tI)�, Depth Over Depth Over xx Depth Of xx Seeded /Sodded Culched Bed /Trench Center Bed / Trench Edges Topsoil ❑ s es E] No c r5�4�'�V�'a NTS• I I p� e i o cWM*s o Sp�nci u p V SE 1/4 14 T30N R20W) - 14.30.20.793H ll.ot 3 oca 1. Alt BM Descri tion = 3 Z g� (oaf• a 2.) Bldg sewer length= IV S u , $ [ D(, - amount of cover = } 4$ 2< 3.) contour= 104. °t o (SG,sk c,,t 1a. ((3. J - D =A%--) �! +X 3 ' 'XI 3 if X01 C � Plan revision required? ❑ Yes 5d No Use other side for additional information_ • � SBD -6710 (R.3/97) S Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: .. ........ ......... . i � I i ? E I x e w J j��S �� 1 C C v Safety and Buildings Division Vi sconsin PLICATION SANITARY PERMIT AP 201 W. Washington Avenue P o Box 7162 Department of Commerce In accord with Comm 83.05 d JCbd J Madison, WI 53707 -7162 • Attach complete plans (to the county copy only) for the s , on a notfess- ounty than 8 1/2 x 11 inches in size. PECED 7, • See reverse side for instructions for completing this ap ion t j6 "i 0 3 2000 to Sanitary Permit Number 3 7D2S� Personal information you provide may be used for secondary purposes heck if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. \ ST C 4OX e Plan Review Transaction Nymber I. APPLICATION INFORMATION - PRINT ' v /7 PropXV� �Proper l 3 O aot ( � / / , S T, , N , R or Property wner's Mailing Addresf,� N Block Number �� r 572 _13 City, State I Zip Code P Number Subdivision Name �M Num er II. TYPE OF BUI LDING: (check one) State Owned ❑ vil It Nearest zToad ❑ Public 1 or 2 Family Vil lage Dwelling- No. of bedrooms Town OF III BUILDING USE (If building type is public, check all that a p yc - Parcel Tax Number(s) 1q. 10 . a0 - 79H A4 J 1 ❑ Apartment /Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1. kNew 2. ❑ Replacement 3, ❑ Replacement of 4, ❑ Reconnection of 5. ❑ Repair of an ______System ________System _____________ Tank Only______________ Existing System . ......... ExistfngSystem B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: Check only one ( Y ) Non - Pressurized Distribution Pressurized Distribution Experimental Other I ✓ 11 ❑ Seepage Bed 21 Mound 30 Specify Type 41 ❑ Holding � ❑ P Y YP 9 Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure _ 42 ❑ Pit Privy 13 E] Seepage Pit "71 X - W 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM ATION: I � 1. Gallons Per Day 2. Ab r a 3. Abs rp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (s . ft.) (Gals/day /sic . ft.) (Min. /inch) / Elevation /O �. Feet Feet VII. TANK Capacity in g allons Total # of Prefab. Site Fiber INFORMATION g Manufacturer's Name Con Steel Plastic Exper. Gallons Tanks concrete glass App. New Existin strutted Tanks Tank Septi Tank A g O O I l Op ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /S' ber 9cc ED I ❑ ❑ 1 ❑ ❑ ❑ ONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite se age system shown on the attached plans. Plumbe m rin) a � le � Plumber' natur :1 7 M-- Business Phone Number: G O Plumber s Address (Street, Ci ate, Zip C e): IX. COUNTY/ DEPARTMENT USE ONLY ❑Disapproved Sanitary Permit Fee (Includes Groundwater ate ssue Issuin A entSignature(NoStamps) ® ❑ Surcharge Fee) Approved Owner Given Initial 3ZS o% p � Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: f SBD -63 (R.12/99) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS ' 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems most be properly maintained. The septic tank(s) must be purnped by a licensed pumper whenever necessary, usually every 2 to 3 years. - 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608- 266 -3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and rarcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank r placement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers ' through 7. VII. Tank information- Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Co nplete for all septic, purnp /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber isto fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone numbs[. ,Plumber must sign application form. ti IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be subrnitte-cl to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensior ,,, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water ser ice; streams and lakes; pump or siphon tanks, distribution boxes; soil absorption systems; replacement system areas; ar lithe location of the building served; B) horizontal and vertical elevation reference points; C) complete specification; for pumps and controls; dose volume; elevation differences; frictionless; pump performance curve, pump model and pump manpfacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 orm; and F), all sizing information. -- - - - - - --- - - - - --- - ---- - --- -- --- - - - --- - - --- - - -- - -- - - - -- - - -- - - -- - - - - - - --- --- -- ---- -- - ---- - --- - - ---- - --- I GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of. reculated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 Nvisconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary June 01, 2000 CUST ID No.220357 ATTIC• POWTS INSPECTOR ZONING OFFICE BRADY J UTGARD ST CROIX COUNTY SPIA 110 KELLER AVE N APT 112 1101 CARMICHAEL RD AMERY WI 54001 -1034 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/01/2002 Identification Numbers Transaction ID No. 317625 Site ID No. 192555 SITE: Please refer to both identification numbers, Site ID: 192555, ROBERT PLECKO above, in all correspondence with the agency. ST CROIX County, Town of SAINT JOSEPH; MAPLE HILL RD, SAINT JOSEPH 54082 NW1 /4, SETA, S14, T30N, R20W FOR: MOUND, NEW, 600 GPD Object Type: POWT System Regulated Object ID No.: 664527 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. The following conditions shall be met during construction or installation and prior to occupancy or use:• ` " 1. This plan action is subject to designer comments on the plan. Coll l 2. The orientation of the mound system must be such that the mound's longest dimension is perpendicular to the direction of maximum slope. 3. Vehicular traffic is prohibited in the area 25' beyond the down slope edge of the mound. 4. Maintain well and waterline set backs per COMM 83.10(1) and 83.14(4)(a). 0 SPA'' 5. The designer proposes to install a 1200/800 combination tank manufactured by Midwestern Precast. CAUTION: Wis.stats 145.135(2)(b) indicates that the approval of a sanitary permit is based Qn. regulations in force on the date of approval. The effective date of COMM 83 revisions is expected to be July 1, 2000. Thus depending on the type of system and your design, this plan approval may not be eligible for sanitary permit approval if submitted to the issuing agency on or after July 1, 2000. Note: There is a votential for a law suit that may delay the effective date of the code so this status may or may not change. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. BRADY 1 UTGARD Page 2 6/1/00 Sincerely, DATE RECEIVED 05/11/2000 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 PATRICIA L SHANDORF , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE.WI.US WiSMART code: 7633 cc: ROBERT PLECKO l May -30 -00 02:12P P_01 MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project ROBERT PLECKO Owner ROBERT PLECKO Address 446 E. THIRD ST NEW RICHMOND WI 54017 Legal Description NW 1/4 SE 1/4 S14 T 30 NR 20 W Township ST. JOSEPH County ST. CROIX Subdivision Name Lot No. 3 9'. Parcel 1'0 Number 032- 2077 - 60-000 Wally Plan Transaction Number N CYOM 1 ' E ANC 8 WINGS Index and title sheet Page 1 sir' Mound calculations Page 2 ^" Mound drawings Page 3 ;PONDENCE Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 PLOT PLAN Page 6 �n 2 SOIL TEST Page 7 ' 3 Designer BRADY UTGARD License Number MP 220357 Signature Phone No. 715 - 268 -6995 Date 4 -3-00 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modiftation wul result in disciplinary action under s. 145.10, Wis. Stats. Personal infomWK= you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. SOD- 10462 -E (R.05M) Page 1 of r May -30 -00 02:13P P_02 MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch - pounds Metric Residential or commercial? R (r or c) (y or n) O Replacement system? Creviced bedrock site? Y (y or n) Slope 7 % Wastewater flow rate 600 gpd 2271 Lpd Depth to limiting factor 34 in 86.4 cm In situ soil infiltration rate 0.5 gpd/ft` 20.4 Lpd/m` Contour line elevation 105. ft .1 32 3 m Use standard fill depths? x OR sign depth? in cm Place X In box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold (c or e) Hole diameter 0.25 in 0.125.0.15x, o.1aa. o219, o.zs. Lateral spacing 3.00 ft Use 0 lateral spacing for trenches. 0.281. or 0.313 inch only. Estimated hole space 4.00 ft Not a final calculation. Number of laterals . 4 Pump tank elevation 97.5 ft Outside bottom of tank. Forcemain length 120.0 ft Forcemain diameter 2.0 in 1.5.2, 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS 1/8 =0.125 1/4=0.250 SYSTEM SOLUTIONS Inch-pounds Metric &32=0.156 SW = 0.261 Estimated daily flow 1 600 1 gpd 2271 Lpd 3/16=0.188 5/16=0.313 7/32 = 0.219 Absorption cell Design load rate & area 1.2 9pde 500.0 ft 46.45 m` Linear loading rate (LLR) 8.33 gpd/ft 103.3 Lpd /m Design width (A) 7.00 ft 2.13 m Cell length (B) 72.0 ft 21.95 m Depth of cell (F) 9.3 in 23.6 cm Sand filter Upslope fill depth (D) Z24.0 in 61.0 cm Downslope fill depth (E) in 75.9 cm Basal area required (gpdrnfiltration rate) ft' 111.48 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 151 cm End slope toe length (K) 13.56 ft 4.13 m Up slope toe length (J) 9.40 ft 2.87 m Down slope toe length (1) 16.20 ft 4.94 m Total mound length (L) 99.12 ft 30.21 m Total mound width (W) 32.60 I ft 9.94 m Project: ROBERT PLECKO Transaction Number: Page 2 of May -30 -00 02:13P P.03 MOUND PLAN VIEW observation pipes (typical) �J 32.6ft ::: A� A= 7.00 ft 2.13m 9.94 m t .. ..... ; B= 72.0 ft 21.95 m W B J= 9.40 ft 2.87m I K I= 16.20 ft 4.94 m K= 13.56ft L±Mm L — ,F 99.12 ft 30.21 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (LAN) K = o � end slope dimension e" (152 mm) T MOUND CROSS SECTION subsoil cap D - 4 61.0 cm lateral topsoil G H E = 29.9 in 75.9 cm invert 107.9NO ft F = 9.3 in 23.6 cm elev. m - � - :::::::::::::: G = 12.0 in 30.5 cm C33 H 118.0 in 45.7 cm Sand Fill E Sys. 107.40 ft y s elev 32.74 m 105.40 contour 32.13 elev. 7 % -� slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media wiB consist F = absorption cell depth of aggregate and pipe with iaterais G = subsoil + topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depth at cell center media is covered with geotextile fabric. Designer notes: Project: ROBERT PLECKO Transaction Number. Page 3 of 0 ��3 May -30 -00 02:13P P.04 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch -pounds Metric Width (A) 7 ft 2.13 Im Length (B) 72.0 ft 21.95 Im Lateral specifications Number laterals 4 Holes/lateral 9 holes Lateral length (P) 34.71 ft 10.58 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 10.49 Igpm 0.66 Us Sys. dis. rate 41.96 gpm 2.65 Us Hole spacing (X) 49 in 124.5 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 rrtm) Place X in red "X" one choice 1 1j4 in (32 mm) x X box of chosen from the options 1 1r2 in (40 mm) x diameter. provided. 2 in (50 mm) x 3 in (75 mm) X Manifold diameter Pipe diameter Design options Design deice Designer must 1 in (25 rem) X' one choice 1 114 in (32 mm) x Place X in red from the options 1 112 in (40 mm) x box of chosen provided. 2 in (50 mm) x X diameter 3 in (75 mm) x E=i 4 in (100 mm) X Oistribution system contains: 4 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Fact main connection via tee or cross to manifold a t anypokv- Oil T Laterals are identical typical S P end cap • I4- X—)IE x/2 xl24I Laterals & force main of PVC Sch 40 Last hole dulled next to end cap (per COMM Table 84.30.5) Holes drilled on the bottom of the lateral. • = permanent end marker egw9g spaced Inch -pounds Metric Lateral length (P) 34.71 ft 10.58 m Lateral spacing (S) 3.00 ft 0.91 m Hole spacing (X) 49 in 124.5 cm Manifold length 3.00 ft 0.91 m Hole diameter 0.250 in 6.4 mm Lateral diameter 1.25 in 32 mm Forcemain diameter 2.00 l in 50 mm Project: ROBERT PLECKO Transaction Number: Page 4 of 5 -30 -oE) May -30 -00 02:13P P -05 TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 9.70 ft 2.96 m Are laterals the highest paint in the Friction loss 3.46 ft 1.05 m system? Yes "x' here. 6.�J Total dynamic head 15.66 ft 4.77 m If no, what is the highest elevation Dose Volume downstream of pump? L� Dose Is '_ 10 times lateral volume Forcemain drain Lateral void volume 10.8 gal 40.9 L back to tank? ('k" one) Minimum dose 150.0 gal 567.8 L BYes Drain back 20.9 gal 79.1 L No Dose volume 170.9 gal 646.9 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole cover with T" weather prod warning label and locking device grade levels junction box disconnect grade levels aftemate 4" vent pipe electric as per NEC 300 and F— outlet Comm 16.28 WAC \1 location 18" (46 cm) min. wW of pump approved chamber or outlet joint combination tank A Provide 114" weep hole or anti - alarm on siphon device as necessary pump on B C Grade levels Pump 98.2 ft - pump tank manhole = 4" (10 cm) Off elev. 29.9 m minimum above finished grade D - vent = 17'(30.5 cm) mininxrm above finished grade 97.5 ft Pump tank elevation 3 " (75 mm) d bedding under tank 29.7 m bottom of tank Tank manufacturer TERN Pump tank capacity 20 gal/in Pump tank volume 80o gal Pump manufacturer GOULD Inches Gallons Pump model number EPOS a A 24.5 489.1 8 2 40.0 Alarm manufacturer ILEVEL C 8.5 170.9 Alarm model number DLV E 'p D 5 100.0 Project: ROBERT PLECKO Transaction Number: Page 5 of 0 0 May -30 -00 02:14P P.06 =14ul zufou 14:14 115 b34 - 715b HAY SAFtIY AND bUXjb PAGE 06 - ftbas t D2vsi:kaa..: A." VASft S14-13W, = u . toga of 9ana=ret:' .�,, N 1 ^1140• Lop of COAcrOW bast of aloe. trans #*s 0 al. !00.00• Alt. W. top of 1" pVC D1Pe 0 al. 100.50,! :56..3 - n� OL Cr z - i May -30 -00 02:14P _ _ P -07 05/30/Lpt7t3, 1J:14 .1�- oJy GouldS Submemoble Ak owl Effluent Pump C� 3 8 7 1 EP0 EP05 AlMi6AllONf • Fasteners: 300 series • Fully submerpd in high • Metoe "easing: Cast iron Specifically designed for the stalinim steel. grade turbate al for for efficient heat transi • Capabk of running iubricatrort and efficient strength, and durability (Effluent uses one dry within damage to (feat transfer. • Moron Cow. Thermoplas- • Effluent systems compnts. • Nome s Anil" 1w alatttlrllatic and tic cover vAh integral handle • Farms Mow: NOW spin tie. Adtolmk and boat switch attachment • heavy duty sump • EPO4 Single phase: 0.4 HP, � M nkal points. 115 or 230 V. v loa with FhO Stttal 0 UnInbled std • Water transfer • POvMa CoInh: Severe fury • Dewarering auto a tict in o wYith rated oa and water resraant. automatic reset. P" � � h�ry' • EP05 Single phase: 0.5 HP. a leanings: Upper and tower u tCATtONS 11511, 60 H i, 1550 Rts1U. RRTUM luny dury ball bearing ! built in arerfoad worth c on s tr u chon • Solids handling capability: automatic reset. • � Thermo plastic '/� maximum • Power CO►d:101W Semi-open design AGNICT LISTING • Capacities: a to 55 GPM stanOrd length, 16/3 SITO m0c an out vanes for P tr+ec�+asecal star protection. CWAy„yeie,w AUIMW • Total heads: up to 24 feet. with Nape prong grounding a size: 1 ��i NPT. plug• Optional 20 toot! roif ' Therm • Discharge (CSA listed mod numbers g pfPtak tts�esed design for • Mechanical seal: carbon length. 1613 &" with Ptak per per formance. end in "F" or "AC.) rotary/ceramic - stationary, three pm gt grounding plug BUI4 ■ A -N elastomers. (standard on EPOS). 6sn: Rugged • Temperature: thamopltsbc design provides 1041 (40°C) continuous superior Strength and 14V (60 "C) intermittent. corrosion ruistance. • Fasteners: 300 series Mwvt m FEEL sta+ntess steer to • Capable of running dry without damagt to 9 30 SGPM components le ww. EPOS a xs$ • Solids handling capabibly: c 25 VV maximum • Capacities: up to 60 GPM, a zo • Total heads: up to 31 feet • Discharge sve 1. '* NPT. s • Mechanical seat carbon - o i5 DD ` rtltaryhxramic-slatwnary. 4 OUNA - elasiomees. CFO • Temmature 3 ,f — 104•F (40°C) continuous I� •6 . �+ 140 (60 "C) Intermittent. 2 wtr„ s L� E 00 to 20 30 •o so G 0 4 5 e t0 12 rro)% 1� � / CAPACITY Wisconsin aw rtment of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Divisign of5afety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81 /2..x 1-.Qnches in size. Plan must include, but St. CRoix not limited to vertical and horizontal reference point (BM), ar and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to neare4t Y 032 2077 - 60 - 000 APPLICANT INFO RMATION- PLE4SE PRINT L,rJ�FORMATtON RE E BY D T 2 PROPERTY OWNER: PROPERTY LOCATION Robert Plekko J GOVT. LOT NW 1/4 SE 1/4,S 14 T 30 N,R 20 $(or) W PROPERTY OWNERS MAILING ADDRESS ,;lacy LOT # BLOCK # SUBD. NAME OR CSM # 446 E. Third St. ouNTY 3 na csm CITY, STATE ZIP CODE P ❑CITY ❑VILLAGE [MOWN NEAREST ROAD N ew Richmond, WI. 54017 (71J 2 6-= 6t3 St. Joseoh I Maple Hill Rd. [x] New Construction Use :K ] Residential / Number -*# eerc;cros 4 [ ] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd /ft .6 trench, gpd /ft Absorption area required 500 bed, ft 500 trench, ft xi esign load' ate • 5 bed, gpd /ft • trench, gpd /ft Recommended infiltration surface elevations) 1 6. ft referred to site plan benchmark) Additional design /site considerations system el. based on con our line of el. 105.40' Parent material limestone uplands Flood plain elevation, if applicable na ft S = Suitable for system I CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for s stem ❑ S O U i7 S❑ U ❑ S Lou ❑ S 19 U EIS ®U EIS ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed jTwich 1 0 - 10 10yr2 /2 none sil 2msbk mfr gw 2c .5 1.6 2 10 - 22 10yr4/4 none sil 2msbk mfr gw lm .5 .6 Ground 3 22 - 44 10yr4/4 none sic 2csbk mfr gw if .4 .5 1OL eft 4 44 -65 10yr6 /3 none fra tured lim stone na na np np Depth to limiting factor 44 Remarks: Boring # 1 0 -9 10yr3 /3 none sil 2msbk mfr gw 2c .5 .6 2 2 9 -29 10yr4 /4 none sil 2msbk mfir gw lm .5 .6 3 29 -44 10yr4 /4 none sic 2csbk mfr gw if .4 .5 Ground elev. 4 44 -60 10yr6 /3 none fractured lim stone na na np rip 1 Depth to limiting factor 44 Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. New RichmonA, WI 5401 Signature: Date: 3_15 -2000 CST Number: m02298 PROPERTY OWNER Robert Plecko SOIL DESCRIPTION REPORT Page 1_of :1 PARCEL I.D. # 032 - 2077 -60 -000 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -10 10yr2 /2 none sil 2msbk mfr gw m 2 10 -21 10yr4 /3 none sil 2msbk mfr gw lm .5 .6 Ground 3 21-34 7.5yr4/3 none sil 2msbk mfr gw if .5 .6 elev. 10 4 4 -60 10yr4 /4 c2d 7.5yr5/6 sicl 2msbk mfr na na .4 .5 Depth to limiting factor 34" Remarks: Boring # Ground elev. ft. — Depth to - -- limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # i ................. Ground elev. i ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Robert Plecko 1554 200th Ave. CSTM2298 NW4SEq S14 T30N - R20W New Richmond, WI 54017 MPRSW -3254 town of Somerset (715) 246 -6200 lot #3 -csm N 1 " =40' BM.= top of concrete base of elec. transformer C el. 100.00 Alt. BM.= top of 1" pvc pipe C el. 104 a n� ,a 4 0 0 r J-O �t�v !a- Gary L. Steel 3 -15 -2000 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND � OWNER,sHIP CERTIFICATION FORM Owner/Buyer en' - S , O [-.�. C (t.o Mailing Address 4 6- '�C 6 e. 3 k -d S Ne W 6:zY hto Vci - i 1, -S-5cCO Property Address �D�le /-/// /fined I S ' (Verification required from Planning Department for new construction) -5 City /State � '' 4 60 Parcel Identification Number 031— 2-© 7 - io0 - 00 0 LEGAL DESCRIPTION Property Location NW V,, S 6 'A, Sec. (Y , T 30 N -R .1, 0 W, Town of J 13 Subdivision , �P (���� ��, Lot # 3 Certified Survey Map # 3 3 2 5 8 8 , Volume I , Page # 2 C, Warranty eed # O O O ty � �` � � , Volume 1.5 � . ragc # 2 Spec house ❑ yes ID Lot lines identifiable Vy ❑ no SYSTEM MAINTENANCE 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, i needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal 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 Zoning Office within 30 days of e thre�xpiratio�n date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION 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 p perry descri ed above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed voi_ 1501PAGI280 STATE BAR OF WISCONSIN FORM 2 - 1998 C=.::2 C7'314 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST,. CROIX CO., WI This Deed, made betwee Joseph E. Powell and well, RECEIVED FOR RECORD husband and wife, Grantor, a o ert Pleck an Su an I. Plecko, 04- 10-3000 9:30 AM husband and wife, as survivorship arttal p e y, Grantee. TY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of CERT COPY FEE: Wisconsin: COPY FEE: TRANSFER FEE: 195.00 RECORDING FEE: 10.00 PAGES: 1 Recording Area Name and'Return Address f BANK OF NEW RICHMOND 868 SoUth Knowles Avenue F.G. Box 128 CNgw Fkjahmand, Wl 54017 PIN: 032 - 2077 -60 -000 This is not homestead property. Part of the Northwest Quarter of the Southeast Quarter (NW1 /4 of SE1 /4) of Section Fourteen (14), Township Thirty (30) North, Range Twenty (20) West, described as follows: Lot 3 of Certified Survey Map filed April 22, 1976, in Volume "1 ", page 226 as Document No. 332588. Exception to warranties: municipal and zoning ordinances, easements and restrictions of record. Dated this Z day of April, 2000. JOS PH 0 POWELL " * LOREL A. POWELL AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) authenticated this day of ot ZVI ym Personally came before me this stay t�tF " ` i ' TITLE: MEMBER STATE BAR OF WISCONSIN the above named Joseph E. Powell and Lord A. Parvrell, s (If not, husband and wife, to me known to be the persons) who authorized by §706.06, Wis. Stats.) xecuted t e foregoing instrument and acknowledge the same. J. THIS INSTRUMENT WAS DRAFTED B° Judith A. Remington? ��-� REMINGTON LAW OFFIC NV ublic, State of isconsin P.O. Box 1,77 mission is permanent. New Richmond, WI 54017 Co : (I1. t late expiration date: Telephone: (715) 246 -3422 ^. A v B 0 (Signatures may be authenticated or acknowledged. Both areI� . necessary.) *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 1998 Information Professionals Company Fond du Lac, Wb i � n � s u Nh� SGOIVS•i����et� ➢� _ 23b 3220 S 88 °30 W 269°17 O • `� �'i 403.16 F RA OGDENH �� �i 221 °10' 0' • S.3 - 7-5 7'4,0'W R= 80.00_ 23.62 { S4382 w _ < RIVER FALLS 4 -�I d' p = 97° 39' _ p • . WIS. O ► p I N L = 136.34' tiN y s R SW I/4 NE /4 0 _ ` O N N� 8 1 ? .�y� 28 °4930' z % 3A 3.42 ACRES 33 177 °5030' I I °0t 00 SOUTHEASTERLY RIGHT - 3 O OF- WAY LINE oD NWI /4 -SE 1/4 N co N 88 °04 00' E co M M g 563.59 EXISTING 3 3' �G 3 1 TOWN ROAD O� a N EASTERLY RIGHT- o O — _ - - - - -- 2 33 OF-WAY LINE N o ro 6 3 N z 3.79 ACRES p ,aY POINT OF ao -� to BEGINNING FI z 1 �� APR N 106 ° 10 1 � 3; N `A .FAMES O. 1976 N d C ONNELL 10 �, Register of Deeds CL, Cr j S4 G oia County ,� 3 Wisconsin g3O . \ o „ z p OO 'n o X °o `D W 0 0 SCALE rn TRUE BEARING 3 3; 3 3 , ; 100 0 100 200 w 3d 789.00' N 89 °33'40 "E 504.43' SOUTH LINE OF NW 1/4- SE1/4 1323.43' WEST LINESEt' /4: OF APPROVED APPROVAL OF THIS MINOR SUBDIVISION SECTION 14 DOES NOT MEAN APPROVAL FOR SEPTIC DATE: August 25, M C"X CCIUrt' Y SYSTEM. RE ER TO H62.20 y COMPREHENSIVE PARKS PlANNM ro o LEGEND AND ZONING C4MWTE j; z & 2 x 36" Iron Pipe with "Berntsen Cap" CIS H. OGDEN S -882 0 .No. 75 -519 Ogden Engineering Co. O- 1 x 24" Pipe Weighing 123 E. Elm St. 1.68 # /Lineal Foot (unless River Falls, Wisconsin 54022 noted) � $I /4 CORNER N ote : See reverse side for description SECTION 14, OWNER Countryman Corp. T30N R20W c% e� e R. Nore11 , R. R. #1, Box 142 Stillwater, Minn. 55082 Volume 1 page 226 II I - Parcel #: 032 - 2077 -60 -000 06/01/2007 03:55 PM PAGE 1 OF 1 Alt. Parcel M 14.30.20.793H 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co - Owner ROBERT S & SUSAN I PLECKO O - PLECKO, ROBERT S & SUSAN I 1545 MAPLE HILL RD HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 1545 MAPLE HILL RD SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 3.790 Plat: N/A -NOT AVAILABLE SEC 14 T30N R20W 3.79A IN NW SE LOT 3 Block/Condo Bldg: CSM VOL 1/226 EZ- UT- 1545/584 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 14- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 04/10/2000 620914 1501/280 WD 07/23/1997 906/104 07/2311997 901/49 07/23/1997 854/278 2007 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/05/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.790 51,900 243,300 295,200 NO Totals for 2007: General Property 3.790 51,900 243,300 295,200 Woodland 0.000 0 0 Totals for 2006: General Property 3.790 51,900 243,300 295,200 Woodland 0.000 0 0 Lottery redit � Claim Count: 1 Certification Date: Batch #: 526 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ­ FR (i!X 4 SCONS�'i���� r � .. ` R 23 32 20 S 88° 30 W 269 °17 0.. 3 r FRANC CIS H . r a y 221 °10� 0 403.16 0 EN S 37 °57 40 W R = 80.00_ 2 3.62 s -882 o � • RIVER FALLS. Q' 1 Q 'M� � L = 97° 39 _ O L wts. �` 1 p _� L = 136.34' �P ~;v ''�� su� � ���''s ; SW 1 /4 —NE 1/4 °'z 0 ahapN�N 28 1 3 A 3.42 ACRES 33 `' 177°5030' I I° 01' 00' SOUTHEASTERLY RIGHT- - i 3 ° OF- WAY LINE OD ° NWI /4 —SE 1/4 N - co co ti N 88 °04'00`E M 563.59' / , 6 ` EXISTING pp , O_ LPG D �` EASTERLY RIGHT- 4 .` G� 3 2.� "°I '1— �6 - /�� "� N m R OF WAY LINE N O m � 3 N z 3.79 ACRES POINT OF BEGINNING �° � s' 1 r 1 � 106 °4010 ° APR �� °O 1 yl5' c a n 10 O FEi:'er of U �} n O 0 E -eOO o° cfl o LIJ � w C° SCALE rn z TRUE ` ~ B �� 3; ��\ 100 O 100 200 w BEARING 30 789. 00' N 89 33'40" E 504.43 - _�:� SOUTH LINE OF NW I /4 -SEI /4 1323. 43' WEST LINE sElr 4. of APPROVE APPROVAL OF THIS MINOR SUBDIVISION SECTION 14 DOES NOT MEAN APPROVAL FOR SEPTIC DATE: August 25, 5ti CROIX COURry SYSTEM RE ER TO H62.20 COMPREHENSIVE PARKS PLq*4M M o LEGEND AND ZONING CC+MM T[j ° I / / +'• M z &2 x 36" Iron Pipe with 4 "Berntsen Cap" FRANC H. OGDEN S -8 2 0 .No. 75 -519 Ogden Engineering Co. O- 1 x 24" Pipe Weighing 123 E. Elm St. 1.68# /Lineal Foot (unless River Falls, Wisconsin 54022 noted) SI /4 CORNER Note: See reverse side for description OWNER Countryman Corp. SECTION 14, C/o e� ems . Norell T30N, R20W / R. R. #1, Box 142 Stillwater, Minn. 55082 N Volume 1 page 226 C) DEPARTMENT OF RE PORT ON SOIL BORINGS A N D SAFETY &BUILDINGS If�DUSTI'Y, DIVISION . P.O. BOX 7969 LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 HUMAN RELATIONS 0 � ( (ILHR 83.09(1) & Chapter 145) �/)� a S LOCATION: , +' E N: T I O NS�IP /M TY: LOT NO.:BLK. r t; ' JIVISIO AME: II J C OUNTY:' A ILINGADDRESS: / USE DATES O BSER V', MADE NO.B DESCR TION: PROFILE IJEt; — ERCOLATION T ST Residence New El Replace l RATING: S- S e su le for system `U- Site 6nsuitable for system NO ONVENT AL: MOUND:. IN-GROUND-PRESSURE: STEM -IN -FILL OLDING TANKrR EC OMMENDED SY 1'L,J:(optional) ❑S ®u RS au DS [A ®u EIS [A r- If Percolation Tests are NOT required.; DESIGN RATE: If any portion of the tested area is in tl�e � under s. ILHR 83.09(5)(b), indicate: Floodplain, ind Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL PTH T GROUNDWATER- INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH 1N. ELEVATION OBSERVED ES 1 HE5 TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.). PERCOLATION TESTS TEST DEPTH WATER IN HOLE TESTTIME DROP IN WATER LEVEL - INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL -MIN. PERIOD 1 PERT 2 PEF -31 D 3 PER INCH ' P. 7 P- P- ?' it P: P P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- �_zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent 'of land slope.' f �n YSTM ELEVATION AA6 - O_ I yy t- _. c I, the undersigned, hereby certify that the soil, tests reported on (this orm were made by me in accord with the procedures and methods specified in the Wisconsin",. Adminis trative Code "arid that the'data recorded'and the location of the tests are correct to the best of my knowledge and belief: 4 NAME rint . -„ TESTS W RE COMPLETED ON: ADD SS: CERTIFICATION NUM / BER: PHONE NUMBERloptwnal): -e . • CST S ��RE: y ' 1- DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester, DILHR -6395 (R. 10/83) " OVER — r� �L ST. CROIX COUNTY f WISCONSIN ZONING OFFICE .. ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386.4680 April 18, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Joseph Powell property, located at the SW 1/4 of the NE 1/4 of Section 14, T30N -R20W, Town of Somerset, St. Croix County, revealed suitable soils to 28 inches. This site should be suitable for a mound. Should you have any questions, please feel free to contact this office. Sin rely, Jams K . a Assis t Zoning Administrator cj - 7SkF «� V 2e �-�- POINT OF BEGINNING W FOR PROPOSED TOWN ROAD 7 D — CENTER OF SECTION s ING TO�IVN ROAD O' .5 01'E O_ c.V N 0 °01' W 6 6' -- -- N 0-014 W -- - 333.00` 635.29 -4 z Q7 c") LA p `$ V (A ;0 ( to m Cn w � � z UQ v D ' - a Oro O 47 O n c> ' N co 333.00 O - cn m � o A �' cp_ d.71 v U) m 01 W 0 o ? p m m tibr 0 z� < O z< rn �m� '= . p- (D :r :E.- (n / OT m m D m � z A T r- N 0 635.29' Z DO �O - -- - ;. O p z Z o .0 o Y p cn .0 W m O ch ' � 07 0 O w A t0 T1 m m . Z 0 o I� o rn Loll n z ' z m n ?. IO x o i m rn 0 „ L c n z 0 -� p m I m N 1 tD O0 1 a, s' o ° m A N O N S16 04 5 p_ AROA '>9 . /s, 30'� 1 m N ai ROND - �7- 1 3111' W OW h, S 0 ) " 9 0 c j 'S 9 y /B� � '0 .5 E 26 4�' R 4 i� . cbpa o, /0.,4 N 2 °12 20� W ot43`N OF' 0p 30 ' /$'o z / 9 c N2 °12' 20 "W 192.96' N \6 R`GNt �OY1N E� F / M � m ti v Q 277.04 - �PS(E PROp05�p 4 F �i /0 °.�0 o a'� N "W L 6' 2 'p{•' '1 170.43' cg z m 0 3p. N3 °t3�W s �n OI 0 w —1 n 2 I 136.34' m rol w o y �� -0,X o cl) L = 304.33' N -4 � : { cr p'', A = 217 °57'45" o - 0 N tv Ni l , p r z o m ¢ m 0 Ut cr LA N w co �' _ o �1 O Q n W .It N 0 V) -1 07 M f 2 OD c m CD 0 * ' N O IT D O, O N m O n 0. zo 0 0_ N W w z b m >I? m O rno a < 0 - b r z Ir m Z rn M (n O ° S 2 °12` 20 "E 470.00' 323.04 1 99.1 7' - 24 83' 1 F� LINE OF THE NW 1/4 OF THE SE 114° ' ) F SECTION 14 T 3O N, R 20 W ` r. <w v ; ` . f g to 0 t @■� z E z \ w �' 2 0 2 n , o o ® £ o # w- Z E f 2 k CD B n B ¥- E mss' Ef' © 7 P � k \ ■ O . w g CL 0 E E ! / . � Q g§ E � ƒ / > ± � ƒ _ . I j 0 CD _} / CD / \ \ kl 0 r w o o ƒ: A EE ;z 2 A' T -0 -0 f �. i 2[ 0 0 0 2 I ) / E � 3 ) ) ƒ § § # / { m R I k SS = £gd00 i p 2 2 b z . � ƒ .. � . / 0 § § c CL ƒ. � � f . & a f / k ƒ 7 � ■� z $ ■ ' �) # E § 2 § i q § . � \ 7 . � > 0 § z % I ( o . � E . � G � 7 � B � 2 < % f o % # 8CL �\ ; � 00'0 '0 00'0 WWI O S 0 284a;uenbullaa sa leloadS s ;uewssessV leloadS ;unoujr tioBa ;ea opoa leloadS jasn :sleloodS OZ6 W 433e8 :a ;e uoneo! use L :;unoo wl :IlpaJ:) Ajej 0 0 000'0 puelpooM 006'666 008`6t'6 OW09 OZt''£ A:pedoad 1eJaua0 :9002 ao; WWI 0 0 000'0 PUelpooM 006`666 008'6t'6 006'09 OZt''£ f4jadad leJaua0 :9002 Jo; sle;ol ON 006'666 008'6t'6 006'09 OZt''£ LE) IVIIN341S32i uoseab a ;e ;s le;ol anoidwl pue sajov sselo uol;dlaosea £OOZ /t'Z /LO :paBue40 ;set :Sl101jell 0 :4 ;lm passassV :enleA ;a)ljeW sled :# IIIB Auvwwns 9002 Il 0t'91L866 L666/£Z/LO n Ot'9/699Z £969LL t'00Z /t'Z /60 edA.L aBedfloA # ooa a ;ea :/Uo;s!H 1 :sa;oN MOZ 6 (t'/6 096 t'/6 Ot' Bua- um -39s) :(s) ;oeJl 9ZZ /6 IOA WSO 30 V£ 101 ONI38 :Bp18 opuoa/40018 3N MS '8 3S MN NI VZt''£ MMI NO£1 t'6 O3S 318V11VAV ION - `d /N :Ield OZt''£ :salad :uol;dljasea leBe-1 OiIM OOL6 dS AS2131NOS Z£t'9 OS (18 IIIH 3IdVW £996 uol;dlaosaa # ;sla edA.L tiewud = x :(se)ssaippV A:pedad leloadS = dS I = OS moijis1a Z80t'9 IM NOIlf10H (RI IIIH 31dVW £996 N,ll3Hl3 'NVHVIIVO - O NVHVIIVO N k13Hi3 jaumo oo ;uajjno = o 'jaumo ;uajjno = o :(s )iaumo :ssejppv Xel 0 00 adAl ;lwJad #;luuad # uopeollddV esiV sales # deW a ;ea leoljo;sm a ;ea uol;eaja NISNOOSIM `AlNnoo xioNo '1S L 7, ;uajjna 13SZI3WOS 30 NMOI - Z£0 I :# laoaed ' L:10 L 3DVd VM 89:60 90OZ/ZZ /60 000 01 # i aoae d Parcel #: 032 - 2077 -60 -000 09/22/2006 09:58 AM PAGE 1 OF 1 Alt. Parcel #: 14.30.20.793H 032 - TOWN OF SOMERSET Current X] ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner ROBERT S & SUSAN I PLECKO O - PLECKO, ROBERT S & SUSAN 1 1545 MAPLE HILL RD HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 1545 MAPLE HILL RD SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 3.790 Plat: N/A -NOT AVAILABLE SEC 14 T30N R20W 3.79A IN NW SE LOT 3 Block/Condo Bldg: CSM VOL 1/226 EZ- UT- 15451584 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 14- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 04/10/2000 620914 1501/280 WD 07/23/1997 906/104 07/23/1997 901/49 07/23/1997 854/278 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/05/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.790 51,900 243,300 295,200 NO Totals for 2006: General Property 3.790 51,900 243,300 295,200 Woodland 0.000 0 0 Totals for 2005: General Property 3.790 51,900 242,300 294,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 526 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I IROIX Ol'1ITY URF G4N� , 23C3�3220" S 88 °30'W 269 °17 403.16 S 37 °57 4 0 W R 8000 ' = .'_ 23.62' / W M (r O - MI d p = 97° 39 =p 0 1 p � L = 136.34' / C\j �I ~ N IR 28 s ��►� 8 i r z 3 A 3.42 ACRES 177 °5030' 1 1 00 SOUTHEASTERLY RIGHT - = 3 ° OF- WAY LINE ao A)' NWI /4 -SE I/4 N CD N 88-04'00"E M co 5653.59' EXISTING (D (�� o_ I p pI � _ to M R ` -0 71, EASTERLY RIGHT- ✓` ..." ` '' 0 o 0i 2`33 OF WAY LINE a p 3 M 1 N Z 1 .� 3.79 ACRES .�_ �\ POINT OF 1` � 4 _� BEGINNING � o � i:. ij 106"40' 1 o w ea . 0 3 1 2 .\ Ys ' \ \�d/ 530 "E Z x 2 c0 X O W 1 °� SCALE rn z TRUE ` �� 0 BEARING �, 3 3; 3 3 �, 100 0 100 200 w 30 789.00' N 89 °33'40'E 504.43' SOUTH LINE OF NW 1 /4 -SEI /4 1323.43 WEST LINESEI' /4. OF APPROVED APPROVAL OF THIS MINOR SUBDIVISION SECTION 14 DOES NOT MEAN APPROVAL FOR SEPTIC DATE: August 25, SM rR OIX COUN'T'Y SYSTEM. RE ER TO H62.20 COMPREHcNSM PARKS PtANWM M o LEGEND AND ZONING COMMItTU r_ - _7 M Z � 2" x 36" Iron Pipe with "Berntsen Cap" C S H. OGDEN S -882 e<ob.No. 75 - 519 Ogden Engineering Co. O- 1" x 24" Pipe Weighing 123 E. Elm St. 1.68 # /Lineal Foot (unless River Falls, Wisconsin 54022 noted) SI /4 CORNER N ote : See reverse side for description SECTION 14, OWNER Countryman Corp. T30N R20W ��• Norell c% R. R. #1, Box 142 Stillwater, Minn. 55082 N Volume 1 page 226 (�