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HomeMy WebLinkAbout040-1318-00-047 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 563882 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holders Name: City Village X Township Parcel Tax No: Johnson, Kyle & Danielle Troy, Town of 040-1318-00-047 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: I Od G-5 -r 11.28.19.2122 TANK INFORMATION ELEVATION DATA S. P5 ps. l 5 /Z545 TYPE MANUFACTURER CAPACITY STATION BS HI j5FS ELEV. Septic ~ i.~►.- ~ /L .SD Benchmark Dosing o t_. V 7r~.1d Alt, B~lla/ ` 1--- ' r 7 • t~5 9 Aeration / Bldg. Sewer 7~`5• 98., Holding St/Ht Inlet //3 y b C J TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent t Air Intake ROAD Dt Inlet o 140,., Septic 1# . I ~ 75, Dt Bottom . /5.7 . Dosing f~ AA- 7 C 1,7 Header/Man. J ,!j /7 J Aeration Dist. Pipe /M ` Holding Bot. System c17L 106 PUMP/SIPHON INFORMATION Final Grade ?J. 15 AV - 7 1 Manufacturer o6 e GP and St Covey ` Co Aj. ~d~ • 5 Model Number A5 Irr r ✓ o ~ 7.35 9q' TDH Lift Friction Loss System Head TDH Forcemain Le7ngt 7 Dial Dist. to well SOIL ABSORPTION STEM BEDITRENCH Width Length No. Of Tre PIT DIMENSIONS No. Of Pits Inside Dial. Liquid Depth DIMENSIONS 7 1 g'nch - SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: DC 16-7 /VTf / A L UNIT Model Number: a~ ~ DISTRIBUTION SYSTEM Header/Manifold Distribution / Ix Hole Size Ix Hole Spacing / Ve t Air Intake 67 Pipe(s) t~~ Length '5 Dia Z Length a-5 Dia Spacing' 5 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded 1xx Mulched Bed/Trench Center Bed/Trench Edges ` Topsoil I~ No No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: G Location: 709 Crest Curve Hudson, WI 54016 (NW 1/4 NW 1/4 11 T28N R19W) Hills of Troy Lot 47 1 cel No: 11.28.19.2122 eLi 1.) Alt BM Description ~/6 2.) Bldg sewer length = 9 ~j t - amount of cover = i L~ Jp Plan revision Required? Fe~ Yes No /b /3 Use other side for additional information. v V~ SBD-6710 (R.3/97) Date Insepcto Signature Cert. No. o Q r a e v v \ ` V Op` v ~ h 0 ► h L +u o n OF c op EJ . X x \ N y 14 0 Ali C 1 vim' W ° o o ~ ~ !l O v @ CIO o y vJ r C CIA 00 14 R f ~$A PA; Coa ty f `k, Industry Services ton ~Y: t~/loiX 0 $ 1400 E Washingt ` Sanitary Permit Number (to be filled in by Co.) P~ ~i P.O. Box 7162 ~~`/♦'V S7 Madison, WI 53~97G7162 51,0 43 I State Transaction Number f- U anitary Permit Application sr cry In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate,k tal unit O 7 7 ~p is required prior to obtaining a sanitary permit. Nofe: Application forms for state-owned POWTS ar6 su 2 2 h6d to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary u ses in accordance with the Privacy Law, s. 15.04(1 m), Slats. 1. Application Information - Please Print All Information 767 Gieesr eawoe f4v. Prope wner's Name Parcel # <lyzd _T.a1f/~✓-£GN e o /~e~a~rle~r ~LAssie ~ewsf rue rid,J Q'~0 • /3 - 60- 647 Pro er s al mg Add Property Location r.>< C. Z! Z Z-..5~~ y~ Govt. Lot City, State Zip Code Phone Number y,, ~AL Section L/DSo.J ,~yG/L l.S/- 983- ~Ll circleone 11. Type of Budding (check all that apply) Lot # T ~8 N; R IE XI or 2 Family Dwelling-Number of Bedrooms 7 (;7 Subdivision Name 6IC a6 1 a lock /LLS Gf //2a ji ❑ Public/Commercial - Describe Use 4 1 _ / - All /V(> L- ~G>Z dill MNumber of ❑ State Owned -Describe Use 7 /Y) CO- O ~ 9 Town of ;74-.0y III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. $New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. El Permit Renewal El Permit Revision El Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued / Before Expiration Owner Z 1 5:~ Z I IV. Type of POWTS System/Component/Device: (Check all that apply) 6/l O ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade Mound > 24 in. of suitable soil ❑ Mound < 24 in- of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) / V. Dispersal/Treat nt Area Information: Design Flow (gpd) Design Soil Application te(g sf) Dispersal Area Requir (sf) Dispersal Area Pro d (If)` System Elevation Goo ~o Goo 469 ~V 99V ar X? ecbtlfa Vl. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units U New Tanks Existing Tanks d o 2 a Septic or1 lelding*m k %?S'O ,jSO ~//E.tE~C ~O.✓C~C6ft~ ~ Dosing Chamber ysQ ~sO ✓ ViI. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) P=re ,,2 MPNumber Business Phone Number ,70-//v ~el'L E .?J1J*e4 7/s r7.7-5.266 Plumber's Address (Street, City, State, Zip Code) G.? 98 :5.. wy a uX f-V 4t1 4-P 7,36 VIII. oun /De artment Use Only pproved approv Permit Fee Date. Issued Issuing A Signature tven Reason for Denial IX, ConditfiVPVEJ A*V4,NMftasons for Disapproval n sd , !r Optic tank, ellklentfiltar and 3) Cor~dl f t'o,n 5 J r uc~ G diispersal cell must all, bt 1R(vlees / maintained , nn E / * S t? (~,nn , as per management plan provided by plumber. ^ e [ Al se ack requitiments must be Maintained -is Pair Wde Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x I I inches in size SBD-6398 (R0313) DIVISION OF INDUSTRY SERVICES 3~~~T,~ E T 10541 N RANCH ROAD HAYWARD WI 54843 Contact Through Relay Q1 '1 .S ~I www.dsps.wi.gov/sb/ P S y www.wisconsin.gov o R\ss ~ Scott Walker, Governor Dave Ross, Secretary August 07, 2013 CUST ID No. 231346 JOHN HERBERT PELKE PELKE PLUMBING N 6298 ST HWY 25 DURAND WI 54736 Correction of Designer's name on approval letter for transaction Identification Numbers 2281776 Transaction ED No. 2281776 Site ID No. 793685 CONDITIONAL APPROVAL Please refer to both identification numbers,C NDIT10 PLAN APPROVAL EXPIRES: 08/07/2015 above, in all correspondence with the agency. APPR SITE: DEPT OF S Kyle Johnson pROFESSION Crest Curve Rd ,DIVISION OF Town of Troy St Croix County ' NWIA, NWI/4, S11, T28N, RI 9W FOR: Description: Mound, 4 br mound $EE CID Object Type: POWTS Component Manual Regulated Object ID No.: 1441294 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01101, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. JOHN HERBERT PELKE Pale 2 8/7/2013 • Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. • Insulate building sewer per SPS 382.30(11)(c). • Provide frost protection per SPS 383.43(8)(c). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. ,he above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any dthers who are responsible for the installation, operation or maintenance of the POWTS. 4 Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf/ POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 634-7810; Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov cc: Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. JOHN HERBERT PELKE Page 2 8/7/2013 • Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. • Insulate building sewer per SPS 382.30(11)(c). • Provide frost protection per SPS 383.43(8)(c). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. e above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any hers who are responsible for the installation, operation or maintenance of the POWTS. " F + = Fee Required $ 250.00 Sincerely, Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf/ WiSMARI code: 7633 POWTS Plan Reviewer, Integrated Services (715) 634-7810; Fax: (715) 634-5150 , M - F 800 a.m. - 4:45 p.m. pat. shandorf@wisconsin. gov cc: Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. ~G, l aF p Private Onsite Wastewater Treatment System Index and Title Page Project Name: /lyze %oYv.ro j Y .,~~it. /Y4. y s~o~✓ 1'S Owl's Name: ray/EN.JSe.J 4/a i~o ~o~is~,fcr ~IASSIO ~o.✓srcucr~o.✓ Ownces Addrew; Sj/? /mod r"~ ~d'c cs~oso.✓, wr syo~~ I.egalDescription: _ y4l..NGJ. a?X A9 4ALLY VEB 11fim1citpaiity: T• owo . VjMqM - Ei#g of P;~,O r ETY AND ,L SERVICES COM3W. `STRY SERVICES SnbdivisionName: LG aF o LatNumber: - `L7 B1ockNumber. Parcel LD. Number: O - Z&j dC - ~PQND CE ' Page 1 ~.doE X ~'i rt •~/y~'E'r' Page 2 d o r t.o.J < Pao 3 < < lc. rimer ~.~✓/E~.! a f u.~0 Page L"/PE' lA rE~r~L ~AYa~sY Page 5 SE'.arrc ~,~.✓.r A 0uro y~ Page 6 Pap -7 QDAJ rS OW,,d rA s A1A.t WZ YOA`Frr"r A*!k)- Page 8 Page 9 .,44 rXIC 440AIVW-/o,✓ Name ofDesigaw. Jo E License Number. L!►r~ ~3-/3 yG Date: 7-16 -.?d13 Designed. Pursuant to the Following POVM Component Mmusi and fl s P s 81-83: e"O WO.W fr ►r /96.04--ot OXASiaa 1 d ,5~4-/DG 9/-~ of/Q/~ _ /'~E.SSu t4' 1CC/tTitlB,cl1~ - ~o~v/6.~E.d / 0xlu.it ~1E icv O ~~d~-,/4746/°. e Dt~a iArr~~,yr,~-,r,:s : Solt Eva~uAr~od /1E,ob,rr, 0 o r a ~ b V V V ~ ~v 0 v v ~ t O -a l~ ^ ff ,V J t 14 \ V~ y v ~0 a ~ V O o Q V f v .0 -kO s V V ~ V o. V 14- NN p \ W I 3 0 60 ~1 ' , o a ~ a N~ 3 • 14 C4 N t x h w DO _ - w 0 v o - h y - - _ 5 t b H a i • . IN V ~ sa: os . t • 4o tti 3+~s R Lv Q. ~ -1 4 ago v, tt+ o - _ os ti V . 0 40 h INS T a 4 p, `lt v v U4 4 x v o q4t t► v k k ~ \ ti v j G 14 N N N N - V V \ 1,44 N u u u u P\j) A O p ,mot.' ids N 4p" 9 Page Of -SEPTIC TANK t;-PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4" CI VENT PIPE 12" MIN. ABOVE GRADE WEATHERPROOF /O' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVERS W/ PADLOCK 8 y~,cgpE WARNING LABEL -4" MIN. 18" IN. INLET WATER TIGHT SEALS ,QESr GAS" SF /o .-F SALT t APPROVED JOINTS WITH PPROVED ALM IPE 3' APPROVED PIPE 3' ONTO 11?0 SOLID C ON SOLID SOIL OIL PUMP OFF ELEV. ?Lo FT. -i- p RISER EXIT D PERMITTED ONLY IF TANK - MANUFACTURER HAS APPROVAL APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS 'EPTIC./ DOSE 'ANK MANUFACTURER: -,/,,,,~/ESE.t NUMBER DOSES PER DAY: S' 3 L.'ANK SIZES: SEPTIC So GAL. DOSE VOLUME INCLUDING/" 7 DOSE 7So GAL.. FLOWBACK: 9 .GAL. ALARM MANUFACTURER: „r S CAPACITIES. A 34s INCHES = f9, 6AL. MODEL NUMBER: SWITCH TYPE: A,,,B = 2 INCHES = zws. 3.?..? GAL. 'UMP MANUFACTURER: zoELdEa /•Jc~/ C = T4 INCHES = 9 GAL. MODEL NUMBER: SWITCH TYPE: ~1EG/✓An~/G.I D = S.e INCHES O AL. EQUIRED DISCHARGE RATE ?3o.' GPM PUMP 6 ALARM WIRING AS PER ILHR 16:23 WAC ERTICAL-DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . 144 FEET MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . . . . FEET 4 FEET FORCEMAIN `X .?..3 FT/100 FT. FRICTION FACTOR- . ~ FEET FATAL.DYNAMIC HEAD = ;1,s!~EET .1, .1 NTERNAL DIMENSIONS OF PUMP TANK: LENGTH 5S ; WIDTH ?o ; DIAMETER LIQUID DEPTH y8 g TOTAL DYNAMIC HEAD/FLOW PUMP PERFORMANCE CURVE PER MINUTE MODEL 151/152/153 EFFLUENT AND DEWATERING 14 45 153 12- 4o MODEL 151 152 153 Feet Meters Gal. Liters Gal. Liters Gal. Liters to 152 5 1.5 50 189 69 261 77 291 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 e 25 151 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 159 6 30 9.1 - - 23 87 33 125 15 35 10.7 - - - 22 85 4 40 12.2 - - - 11 42 Shutoff Head: 30 ft. (9.1m) 38 ft (1 1.8m) 44 ft (13.4m) % 10 0145088 Model 151 Model 1521153 10 20 40 50 60 70 60 so 100 GALLONS I-~- 67132 67!32 -~I LITERS 0 40 80 120 180 200 240 280 320 360 3718 SId 37/8 4518 II'~~~~II FLOW PER MINUTE I 014508A i ~ - 0 3 718 3 7IB 3718 37/8 -will • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. ~ I • Variable level control switches are available for controlling I single phase systems. } t • Double piggyback variable level float switches are available for variable level long and short cycle controls. ( ! • Sealed Owik-Box available for outdoor installations. See 1111116 72118 I FM1420. ''T • Over 130°F (54°C) special quotation required. I 415116 i 53re i I SK2444 SK2064 151M521953 MODELS I Control selection Model Volts-Ph Mode Amps Simplex Duplex _N151. 115 1___ Non 6.0 1 2or3 BN151 115 1 Auto 6.0 Included 2 or 3 E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2or3 "Easy assembly" (pump & discharge pipe e N152 115 1 Non 8.5 1 2 or 3 BN152 115 1 Auto 8.5 Included ! 2 or 3 not included.) E152 230 1 I Non 4.3 1 Z or3 BE152 230 1 I Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level - X2 13 float switch. Refer to FMO477. Reduces potential clogging by debris. 2. See FMO712 for correct model of Electrical Alternator E-Pak. Replaces rocks or bricks under the pump. 3. Variable level control switch 10-0743 used as a control activator, specify duplex Made of durable, noncorrosive ABS. Raises pump 2" off bottom of basin. (3) or (4) float system. Provides the ability to raise intake by adding sections of 1 Y2" or 2" PVC piping. a cauTloN Attaches securely to pump. Accommodates sump, dewatering and effluent applications. NOTE: Make sure float is free from obstruction. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 0 Copyright 2008 Zoeller Co. All rights reserved. POWTS OWNER'S MANUAL AND MANAGEMENT PLAN { ILE .INFORMATION SYSTEM SPECIFICATIONS )wner Septic Tank Capacity lermit Septic Tank Manufacturer ea ogj, ❑ NA )ESiGN PARAMETERS Effluent Filter Manufacturer r- [3 NA 3umber of Bedrooms (100 d/bedroom) Effluent Filter Model F- /O ❑ NA 3umber of Commercial Units ~A Pump Tank Capacity SO al ❑ NA ;stirriated flow (average) Oo Uda Pump Tank Manufacturer iE fe ~o,✓t. ❑ NA )esign flow (DWF), estimated x 1.5 `qp allda Pump Manufacturer Z Esc ❑ NA soil Application Rate Pum Model S.Z ❑ NA O aUday Pretreatment Unit nfluent/Effluent Quality (NA❑) Monthly Average (ANA Fats. Oil & Grease FOG ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (HODS) 30 mg/L ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 220 mg/L ❑ Disinfection [3 Other: 150 m L Manufacturer: Model: retreated Effluent Quality ❑ Monthly Average Soil Absorption Component Biochemical Oxygen Demand (HODS) r-1 In-ground (gravity) [3 In-ground (pressurized) Total Suspended Solids (TSS) 30 mg/L C] At-grade 0 Mound Fecal Coliform (geometric mean) ~ 30 mg/L ❑ Dri -line ❑ Other: _<10 cfu/100m1 ❑ Dispersal Units - Manufacturer laximum Effluent Particle Size 1/8 inch diameter ❑ Aggregate Cell(s) Model :alculations: Soil Dispersal (EISA) or DWF _ Application rate = Area Required _ (Agg[egate Trench Width) _ # Units or Total Length, of Aggregate Trench(s) d0.._ _ D = GOO 7 = 87 ESIGN CRITERIA ❑ "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publication 9.6 (SSWMP Manual) ❑ "ICC Flowtech Mound Component Manual" Version 1.2 ❑ "EzFlow Mound Component Manual" Version 8/20/2007 ❑ SBD - 10854-P (R.1/12) "At-Grade Component Manual Using Pressure Distribution" Version 2.0 ❑ SBD - 10705-P (N.01101) "In Ground Soil Absorption Component Manual" Version 2.0 P( SBD - 10691 P (N.01/01) "Mound Component Manual" Version 2.0 ❑ SBD - 10657-P (8.6/99) "Drip-line Effluent Disposal Component Manual" A SBD - 10706-P (N.01/01) "Pressure Distribution Component Manual" Version 2.0 ❑ Other - AINTENANCE MONITORING SCHEDULE - MAINTENANCE AND MANAGEMENT Service Event 13.wr s Service Frequency imp/inspect tank(s , inspect dispersal cells , clean filters At least once eve : 19 13 months M 3 ears ❑ Other - s ect um & um controls, alarm, pretreatment unit At least once every: ❑ months ®3 ears ❑ NA ush and pressure test laterals At least once eve : ❑ months ®3 ears ❑ NA PART UP AND OPERATION: For new construction, prior to use of the POWTS check treatment tank(s) for the presence of inting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations detected have the contents of the tank(s) removed by a septage servicing operator prior to use. stem start up shall not occur when soil conditions are frozen at the infiltrative surface. ie property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity d quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water-saving pliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water fteners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface ienever possible. Note: this does not include laundry waste, showers, dishwater, etc. ,is system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit 51s and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only per that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins ndoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, Page 7 of 9 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. INSPECTIONS & MAINTENANCE: 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). 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 check for any backup or ponding of effluent to the ground surface and test all electrical equipment such as pumps and alarms. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with effective locking devices to prevent accidental or unauthorized entry the tanks. 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 NRI 13, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Solids washed from the filter shall be retained in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. 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. SPS 383.33, 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: C] 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 render it unusable. Replacement systems must comply with the rules in effect at the time of replacement. [I A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. 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. c<WARNING>> >EPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT )XYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. )EATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR MPOSSIBLE. ADDITIONAL COMMENTS ,OWTS INSTALLER POWTS MAINT INER fame o N EL~CE ~a3~,~yd Name E ,r hone S G 7.7 - .S.P44 . Phone G 7O S EPTAGE SERVICING OPERATOR (Pumper) LOCAL REEG GULAT l~,~.rwiaw,d ORY AUTHORITY fame HA enc oin hone one /s 38G- O Page 8 of 9 A I w• I f CM Im V Gilt' AO C p cc tap .~k 4-2 L+ 0 Qj .Z•• Vf a u3i is C LU V a © O c Q m _ O ~ _ L t0 ~N Y GJ V - a+ IC ~ i C _ a O ~3c V} ~ s m p Z c3 Q7 RED ar Y lux N w ~ i Cfl L QJ a c o AE C no c•,~o y o ~ p 0 c > o rna ~ 3.1 ° w a •y.' L a Qt a N u0i S" .2 (LI ua 3 t p v m 3" m n 13 2 t • • •r~s~ VQV T Q ..iw W da r u y y 3 lL a aj y •16 a, Y 21 Q1 LU > o 4-J 9) c v- Q w O n 7 H v r V Q t Y 'D ro Q'•O P ofi I ^ - 3mEI Ec ~ ...r S a CL CC o o v ta,., ±g dva Q E~ d U 0 aL+ Se M O=EZO LL -0 EL ~ m CL a, tnL a i•i m 3 y o w ~ O. V Z cy_a~ss zac°%acrK ~ R O O d. a N u O a ~5 7g N ~ ~ a r h t c a' o CL a v all aLU CL flscL s m« v °1 ~eR, i~ Y a~i 3~ c ' C a d O ar - r, .2 B © Q! ~7 N n 0 3 3 c O ~ ar R c E aaLn qY .7 N a r} 1/ • y is 3! W QO p• C CY 6 C h C y u t3a: m a p 003 v m aai~ma,2c E~ o c ~ tt wig w ~ L O Q~? Q m c cu _ • ~ -0 Iva VOW4 }O~ t~ sm+ vt 3 Q C a0. ap. - F • Cl . _Qj 4-A 4.6 v 3 5 'O Li. w w. sir Yf Z •Z.. ? ~ t~h L ~ 3 ~ i i~ 1~1 J ST. CROIX COUNTY 5EP'fIC TANK MAINTENANCE. AGRE.IiMrNT AND .Q' t r1t \I I1+',I IIP CGRTIFICATKI NORM O%vner!Ruyer Mailing Address Is 7 Old 2,s- Property Address 7©q 5 r - 'v ~ {Veviliwwin reyuircd from Immut?&/0 n utg Dcpat rmnt frt nes+ a+nstru.uo . Cite/Stan _ Parcel Identification Number M- 134- 196"O7 - LEGAL DESCRIPTION Property Location M i, , Sec. T Z ~ N R W. Town of IW6 Subdivision rt.tt ' f v-c) Lo(# 4/? Certifier) Survey Map # Volume Page h Warranty' Decd # (before 2007)Volume Spat house ll cs o Lot lines identifiahk , esQnu SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance oryour septic system could result in its premature failure to handle aasics. I'rupcr maintenance consists of pumping out the septic tank every three years or sooner. if needed. by a licensed pumper. What) ou ma iota the system can aficct the function orthe septic lank as a treatment static in the uasic Jispxtsal s) stem. Otaner maintenance responsibilities are specified in ISPS. 383.52(1) and in Chapter 12 • St. Croix Court >v Sanitary Ordinance. The property owner agrees to submit to Si. Croix (ouniy Planning & Zoning Department a certification Ii.+rm, signed h) the ouncr and h) a master plumber,juumeyman plumher. restricted plumber or a licensed pumper tetifying that (I ) the on•sht! tsuste+ealer disposal system is in proper npcrating condition and+or (2) alter inspection and pumping tihnccessaq the septic tank is less than 11 full of sludge. F'ue. the undersigned hale read the at )%a rcyuircmcnts and agree a+ maintain the prisate scssage Jisposrl s) item with the st ndards set forth, herein. as set by the f epartmcm of Safely And Processional tiers ices and the Department of Natural licsources. State of Wi%consin, Certilieation stating that your septic system has been maintained must be completed and rcttnncd to the St Croix County Planning & Zoning Department within 30 days of fhe three )car expiration date. Uwe ccnilY that all statements on this form are true to the best of myruur kooscledge. More am'at c the owner(s) of the property described abo c, by t iruc of a unrranty decd recorded in Register of Doxds Office Number of lnvrlrorntws `'SIGN %1l-R-' rOF APPLICANT(S) DATE •••Ans nAirnation that is misrepresented may result in the sanitary permit hcing retoked b; the Planting x Zoning Department Include with this application a recordW warranty deed from the Iegister o I Deeds Offce and a copy of the ccni tied survey map if telarcncr is made in the warranty deed. (REV. 04/12) 972535 BETH PABST REGISTER OF DEEDS State Bar of Wisconsin Form 6-2003 ST. CROIX CO., WI SPECIAL WARRANTY DEED RECEIVED FOR RECORD 02/04/2013 10:07 AM DocumentNumber Document Name EXEMPT # NA REC FEE: 30.00 TRANS FEE: 105.00 THIS DEED, made between BMO Harris Bank National Association, successor by PAGES: 2 merger with M&I Marshall & Ilsley Bank ("Grantor," whether one or more), and **The above recording information Kyle Johnson and Danielle P. Johnson, husband and wife as Marital Property verifies that this document has with survivorship rights whether one or More). been electronically recorded li ("Grantee," Sc returned to the submitter Grantor for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is - Recording Area needed, please attach addendum): Name and Return Address Lot 47, Plat of Hills of Troy, in the Town of Troy, St. Croix County, Kyle and Danielle Johnson Wisconsin. 3511 Abercrombie Lane Stillwater MN 55082 040-1318-00-047 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) i Grantor warrants that the title to the Property is good, indefeasible, in fee simple and free and clear of encumbrances arising by, through, or under Grantor, except municipal and zoning ordinances and agreements entered under them, recorded easements for the distribution of utility and municipal services, recorded building and use restrictions and covenants, general taxes levied in the year 2013, and Permitted Encumbrances described on the attached Exhibit A. f BMO HARRIS BANK NATIONAL ASSOCIATION r Dated January 2013 L essMy th M&I Marshall & Ilsley Bank (SEAL (SEAL) By: autzerYVie r esident (SEAL) (SEAL) ' * * By: AUTHENTICAT~'~'~~~~~~twt r ACKNOWLEDGMENT -A Ted, y Signature(s) STATE OF WISCONSIN ) R ss. ? authenticated on e t"~1 C if MILWAUKEE COUNTY ) * V Personally came before me on January 2013 lip the above-named Gary S. Kautzer, Vice President of BMO j TITLE: MEMBER STATE BAI Q#/,W Eg I3s1 ^ Hams Bank N.A. (If not, to me known to be the person(s) w exec ted the foregoing l authorized by Wis. Stat. § 706.06) ins went an ckno ed e e s e. THIS INSTRUMENT DRAFTED BY: * Carol Lee Hopkins Marvin C. Bynum II, Godfrey & Kahn, S.C. Notary Public, State of Wisconsin My Commission (41w ent) (expires: April 6, 2014 ) 8969326 1 (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. SPECIAL WARRANTY DEED 2003 STATE BAR OF WISCONSIN FORM NO. 6-2003 * fgt2ame below signatures. _,z M B 00.0 JP - v A- e%vl 041 . V s . 65. 9,41V f ~ 4.95 E 0E 232.0 5 84,45f Ap 4b N 0. A MW 1.566 ACRES e 0% 1. 109 Aq~RE1nF ~i~6LW~ ~o N k RP 48,299 S.F. /•'p' • , /y paw 1• w R 6 k ~ awN 4 map s Immv i air' A MwPb~ Il l` / 4 a'sq~ ` &4 w 6 r olle N8 Ior J P qT • ~ROle~~~A~ ~ ~S® 48 ~y t x p4♦ 1.O~'°~ 0° jp$ {/49 ~ 1p~Cgb RES ~ fb 41 / ~ oi~LLPS f p/R Soy - MM P4 ~1t ! PP 3 Wisconsin Depe4wRaLaf Ctlterrzr.,, UAION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adj. Code it~ 1 County ST. CROIX Attach complete site plan on paper not less thin 8 X 11• inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction abd Parcel I.D. pp~~ -7 Tarrant slnra, scale or dimensions, north arroo , and lo~a icon f1jSJ k to newest road. z Please print all i form, SHN ~'`FI iC.E= -r vie JD e - r~ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). t(~✓t^ ( t -7/6 Property Owner Property Location LEONARD & MARGARET DELAURIERS Govt. Lot NW 1/4 NW 1/4 S 11 T 28 N R 19 EE((or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 706 Coulee Trail N47 j Hills of Troy City State Zip Code Phone Number City []Village E ]Town Town Nearest Road Hudson, WI 54016 ( ) Coulee Trail no New Construction Useo Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD E] Replacement Ej Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable N-A ft. General comments Mound System 1.00 ft. sand fill 0.4 loading rate L~ 6'12 andrecommendati s: 1~~~ ,L`~ lQr.~ ry 'M Jk t~ 0 JZGfn l G~~'° ' V (If pre-treatment ent system -below ground drip irngation -20.6 loading rate) /!f fi~ ~2 C -'2AP6 f2l eeWftull /,-)?0 A❑ Boring # Boring /ice !L Q Pit Ground surface elev. 1068.77 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10YR2/2 - sil 3%E ° mvfr as 3vf-m 0.6 0.8 2 4-12 10YR3/2 sil 3fgr&sbk mfr as 2vf-m 0.6 0.8 3 12-20 10YR4/3 - sill 3fabk mfr as 2vf-m 0.6 0.8 I 4 20-24 10YR5/8 - cl 3fabk mfi as lvf-m 0.4 0.6 5 24-30 10YR5/8 c2d 7.5YR6/8 cl 3fgr mf 0.4 0.6 ~ Horizon 3 has some gr. E fl-Boring E]Boring a-Dy k ~6 25 6fk4t7V,,- 1 D # 1072.22 S 1 Q 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/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10YR2/2 sil 3fgr mvfr as 3vf-co 0.6 0.8 2 5-17 10YR2/2 - sil 3fgr&abk mfr as 2vf-co 0.6 0.8 3 17-25 10YR3/3 sil 2fabk mfr aw 2vf-m 0.6 0.8 4 25-33 7.5YR3/4 flf7.5YR4/4 sl Om mvfr as lvf-f 0.2 0.6 5 33-36 7.5YR4/4 c2f 7.5YR3/4 sl Om mfr 0.2 0.6 Horizons 4 & 5 have some gr. * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature CST Number Ma Jo Hollister 224832 Address _ Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05 - 03 - 05 (715) 426 - 1775 Property Owner DeLauriers (Lot N47) Parcel ID # (Pending) Page 2 of 3 Boring # Boring 1068.91 - 1~- IT] E] L Pit Ground surface elev. ft.~~ ~epth to limiting factor 35 in. Soil A lication 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 0-10 10YR3/2 sil 3f-mabk mvfr as 3vf-m 0.6 0.8 2 10-21 7.5YR3/4 cosl 1 fsbk mvfr as 1 of-m 0.4 0.7 3 21-35 7.5YR3/4 cos Osg ml cb 1 of-f 0.7 1.6 4 35- till/lsbr Horizon 3 has layers of 10YR6/6 s. ❑ Boring # LJ Boring 0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture 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. ElPit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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-8330Te t (R.07/00) Plot Plan for Dills of Troy Page 3 of 3 Town of Troy, 1St. Croix County, Wisconsin Lot LO I" 40 ft. Legal Description Nom'/1A OF TM j~ r 2 ft contours A IC/W TOW.. , CF- --goy ~t = Backhoe pit g B-106C p 1 (SI 47 - / • BENCH M 1R -Top 0 1', ELEVATION B-106 ' 0 U z az` 7 ,s OF ' A RK. X HILLS OF TROY LOCATED IN THE NE 1/4 OF THE NE 1/4 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 10, THE NW 114 OF THE NW 1/4, THE NE 1/4 OF THE NW 1/4, THE SE 1/4 OF THE NW 1/4, THE SW 1/4 OF THE NW 1/4, THE NW 1/4 OF THE NE 1/4, THE NE 1/4 1 OF THE NE 1/4, THE SE 1/4 OF THE NE 1/4, AND THE SW 1/4 OF THE NE 1/4 OF SECTION 11, ALL IN T28N, RI 9W, TOWN 1 OF TROY, ST. CROIX COUNTY, WISCONSIN, INCLUDING LOT 2, CERTIFIED SURVEY MAP, VOLUME 16, PAGE 4332, DOCUMENT 1 NUMBER 683753, AND LOT 1, CERTIFIED SURVEY MAP, VOLUME 9, PAGE 2427, DOCUMENT NUMBER 476499. OUTLOT 5 0.521 ACRE 22.708 SF. I ~•y ,I$9' s 97.30'52" E 2881.78- y • _ AgP7N LAE L1~ 7 33 8 R•BC _ H` 32 ~p$ 1. ACRES ro / S ~GSJ~ I ?j. 1215 ACRES% A P+% i 61,.93934 S.F. fy - ` ~•TO•~ •.`.033 S.F. 41, O / _ l~ °R~ l OJT''. 1, .9.y,4~ . i , 34CRES `.I I 35 f. , 36 ' DRT 53.407 SF. 1.003 ' ACRES/• I\. y _ j,~r5 i 43.704 sF./ % 37 / I ♦ 44 ACRE 4i 1.176 ACRES 8k+ 1.000 / ' / i 000 SF. C32 8 51.210 SF. 38 43 / ~•~.I / 1.098 ACRES 011 - 60 / I \'1~'/- 486 A 47.780 SF. / Q C?e r / 545 • , 19 i I / CA 075015ACR s e '6? . s 4H ' oo~' ^ I I I °0o El r-e33 , / 1 O 1 45, s Be d, V_ ~'bO Do• / >s 8 R.80• / 42 I 1 41 qp 4971 a'' 9.0 I j 1 SF. F r~ "g \ I . IA I I ',3`47 1A I i 4B ss33 I p( / ~I I ( 11 I t 81.00'00" E cys \ I ~ ' ~-~Q' I p~yH I I % .~o?ayi, S 157.75. 1NOOe 19 ~pj I SR % -1^• ~.-.e 'y7 \ - - 1 1 j 1.031 ACRES - Lx I b w, s3~`g5?' CREST CURVE 1 44e95 S.F. 9n B56 ~A A 47 J 1 " 8.00' ' • C19 1.109 ACRES / g C79 Ba.0r' 32AC' 4ez9e S.F. N DO'C 48 0 ' -.r _ ( s I" E 609.98' - 4391.%/ / 1 I-• •I I-•-•I F ' 7.031 APES pg. 3 £ 1 570.00') _ _ • • ' I ` I I ` I I 1 1.031 ACRES 44.906 S.F. 8 49 44.8911 S.F. I 61 150. S0• •J I ooz ACRES I I 50 I I 51 52 (~.I , I I L._ _ ! . 5240 I 43,846. ' I e !h' " J ' - I .24aC S~F. S.F. j ^ a, ~\•se+'DO'oD«•E I`~~~ I I ~ I ~ g4 I r---~--._"` m 7 . 1,64. I I I I j 1.051 1 ACRES .~s~ j ~ I 60 --J L._.i L._.I `779 SF.. l ~v ~I I ~ I ~ N IL I 5033 Aa F. +33 r _ ro I j 219241 SF. 1.2 00' E WVVIDE SHARED I, _ ~7 ( \ 54 ` ® I j '~1 'so. / 59 /'A IE45fMENT u - C75 s0• J 2318 ACRES _ « N R•80' 1 J ® 100.978 SF. / so, 'mac l 000 zao-resaer 2 ^3p' 7155ACRFS 56 2 P -t-OMINENC W) f 1 45.043 ASFCRES COURT f 115212 SF ))8•,37'4x" N 72•t'!g ~4@ a b1' « : ,422 . .u 66.949" 3 t t s yp' 03 ' b80a \ • O / N 1 E 88.95' .4 W ' 80•` •S g .~Q, 208S621 scg,g X1';8 /3p 57 N L _ 1.000 ACRE ~ m % 3 - fp y ?a..<~ •m ,aa _ •~e a~_ eo 9F. J 1.058 ACRES "o q . \ \ ' t X04• OpF1~6 = O~uT A+°r9 ' ~'~CF , 4~, ` T/ h • % 48.098 S.F. 48.033 1.o7s ACRES NNN ` SF. ?t?tx tie 58 • 1.081 ACRES N ' ' 2-• ' ' • • 1 \ \ sf. $ •_47.091 S.F. roe I • • .46j4 0" E ts~•R • -S $ .•v, \ TOOT 8 D, / l 2 \r' \ 18 u3AS w 1.194 ACRES SR ~Q S57.993 SF. -i UNPLA TTED LAND \ \ g 91 . \ ® III - °UTC A . BENCHMARK, JA1&8 D. FBJONS 5-2246 MONUMENT "TROY G.P.S." \ 0~ I ELEVATION=] 090.08 (NAND 88) 1234 WASSON RNEER FA" WIS ONANESIN 54022 I \ DATED TNIS 26th DAY OF SEVrENBER. 2005. UNPLATTED LAND REVISED TMS 9th DAYYOF NOVEI,®ER 2005. SI