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HomeMy WebLinkAbout034-1046-70-200 � o � o0 N ~ o� O I � � I � h O N I p ti I I C h I Illl N N L 7 i6 LL C 3 a a Q (h Z ff! Z� E o O N 0. N C O O 2 a d Z a o U) Of i N � c • 'O L p C O N 0 Q Z U Z O �O � a � d c _ N £ N *� d O N [0 C N m ` � O p 0 d F O co Q O co V7 U > . �'•V Z •- O (V y O 1� 0 0 0 Z IL IL IL 7�5 c o y to U) J V Q O O } N N L O O E 00 co LL N 'd m� 9 O N jj 41 Q Z to i6 � N 7 w 0 U) r , L N V � � M 'O Lo � O N O C _ N C co w c d O c _C O O O d O N O N N p • O C) N fn m d' O Z c Y N r i+ .w V � x6 a d W- • a m .2 d `I�t £ ` c C C) ST. CROIX COUNTY WISCONSIN ZONING OFFICE M a •N. •• -- ST. CROIX COUNTY GOVERNMENT CENTER a 1101 Carmichael Road N Hudson, WI 54016 -7710 #' (715) 386 -4680 • Fax (715) 386 -4686 o ' it C� s ` m z LL 0 v Q 3 M Z �+ co v! P o N d m zoor N F- !n s c � i 1 r J � w o a�i Z a ! c Z . 4u o ez- R N tS cL jl n � Wes— we. ✓�4� C T ` AD o 0 D D a w Z N 3 3 O �/ o a z z .r Sat 3g- M u.> t� '- °. ie a .� c CL cs,, `r�tM s Cam s — O YY N�;:: C o N m a as o C ° o w w ° 0 3 e w c E _ J Al n _ ^ f` 6 N Ln CD 0 •'� ,' co N (A m V 0 Z C Y 2 U) _ 4) : 4) L: 7 C 0- >+ •� C d �? 41 r A 0 (T ! 0 '0 00 Parcel #: 034 - 1046 -70 -200 05/10/2005 09:24 AM PAGE 1 OF 1 Alt. Parcel M 20.29.15.319A -20 034 - TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): ' = Current Owner * TRAVIS M & JOLENE A BONTE BONTE, TRAVIS M & JOLENE A PO BOX 86 WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description " 2868 80TH AVE SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 3.430 Plat: 1588 -CSM 16/4404 SEC 20 T29N R1 5W SW SE LOT 1 CSM CSM Block/Condo Bldg: LOT 1 16/4404 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 20- 29N -15W SW SE Notes: Parcel History: Date Doc # Vol /Page Type 11/11/2002 697805 2041/352 QC 09/09/2002 689688 1971/206 EZ 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05126/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.430 21,750 193,150 214,900 NO Totals for 2005: General Property 3.430 21,750 193,150 214,900 Woodland 0.000 0 0 Totals for 2004: General Property 3.430 21,750 193,150 214,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Kevin Grabau From: Jessie Nye Sent: Monday, January 03, 2005 8:10 AM To: Kevin Grabau Subject: FW: Sewer Problems I received this email and not sure what to do. Dale Hudson was the plumber and Kevin was the inspector with permit number 420569. Installed actually in September 2003. Let me know what to do. Thanks!! -- Jessie - - - -- Original Message---- - From: japickerign @mmm.com [mailto:japickerign @ mmm.com] Sent: Thursday, December 30, 2004 8 :24 PM To: Jessie Nye Subject: Sewer Problems Hello - I am desperately looking for help regarding my new sewer which was installed in October 2003. I am hoping you can help me get the problem resolved or direct me in the right direction. We moved into our new home in January 2004. Since moving in we have experienced minor to strong sewer gas smells throughout our whole home. When spring /summer came we noticed the smells but they weren't as obvious which could be since I like having all my windows open in the summer. Since winter has fallen upon us, the smell is progressively getting worse. We have three children with one on they way - my three year old has had some health issues since October (vomiting, sore belly, headaches, etc) and I believe this is the culprit. We have contacted the plumbing company that installed our sewer and they pretty much have given us the run around. They told us this is very common in new homes and that we should clean out our air exchange. Well, my husband told them he wanted them to come and find the problem. They did come out to "investigate" but nothing more was done about the problem. On top of it, sent us a bill for $120. Well the smell is worse not better. We have contacted other plumbing companies regarding input into this problem and have been given some suggestions on what it could be but they always tell us we must go back to who installed our system and that something must be wrong. We called our plumber back a couple of times with the suggestions and they don't seem the least bit concerned and have not been back - it was been almost two weeks. 1 We had many other issues with our plumber- things that weren't installed correctly, etc and I am very concerned they ultimately did something wrong with my sewer. We have many friends and family who have built new homes and haven't experience the problems we have with the gas smell. Anyone who comes to our home, can smell it and some have even complained of headaches during their time in our home. Our master bathroom is so bad I have to keep the door closed with a towel under the door so the smell don't escape. We use all three of our bathrooms equally since we have three children so I don't believe any of our traps are dry but we have dumped water in each, ran the showers, and sinks to make sure and the smell got even worse. Any help you could give us would be greatly appreciated! If you have any questions or concerns please feel free to contact me at 715.772.4919. Sincerely, Jolene A. Bonte 2 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420569 0 GENERAL INFORMATION (ATTACH TO PERMIT) S e Plan ID No: 1 Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. (OCO = 7_1006 It Permit Holder's Name: City Village X Township rcel Tax No: Bonte, Travis & Jolene I Springfield Townshi 034 - 1046 -70 -200 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range /Map No: W . 0 f IUD • 0 r W C ` � �c�{a. = a -( 113W*1 20.29.15.319A20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM W C-( S64- dl 1 03l0 61 Aeration Bldg. Sewer 1 ( 3.9 99. Holding St/Ht Inlet TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 7 q�.eo Septic i / Dt Bottom e sc 5a �----" �? • o0 9�• �3 Dosing ?I S 510 r '� I ZO i Header /Man. Aeration Dist. Pipe �. }7 I• / o!• 3 6 Holding Bot. System / r duo •G3 F' al Grade �1 PUMP /SIPHON INFORMATION L-- .;iLIL 6 c * + op J Manufacturer S Demand t Cover GPM ( at& Model Number Uj oil TDH Lift Friction Loss System Head TDH Ft 60- Forcemain Length ( Dia. 11 Dist. to Well r 7 1 ? 5� SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ({ 45 f ` 2\�(��4 SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEAC G Ma /e urer. INFORMATION I CHAMBER Type Of System , f S-' A 7 1 !^ UNIT M el Number. DIS TRIBUTION SYSTEM 2 p Header /Manifold �� r istribution ( �� x Hole Size t1 x Hole Spacing Vent to Air Intake I ipes) )7 310 Length �' O Dia &Z en gth � 3' 3 ' 0 '` Dia Spacin / ' 3 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 Bed/Trench Edges Topsoil Yes E@ No ❑Yes 09 No COMMENTS: (include code discrepancies, persons present, etc.) Inspection #1 / it Z00) Inspection #2: J / Q. 1" -t 1) Location: 2868 80th Avenue Wilson, WI 54027 (SW 1/4 SE 1/4 20 T29N (. R15W) NA Lot Parcel No: 21.29,15.319A20 1.) Alt BM Description = &4&r SR�Ut G2&4&r S` 2.) Bldg sewer length = — 30 U - amount of cover 36 = � 14. 1 � / �,f *� w /b3• (3� 3.) Contour = 7% p ' �T f"Co P an revision Required? Yes X No 6<. Use other side for additional information. Insepct s Signature Cart. No. SBD -6710 (R.3/97) �„�,�,�u Lr S Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division f INSPECTION REPORT Sanitary Permit No: 420569 0 GENE,R al�L ) NFORMATION (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: Bonte, Travis & Jolene Springfield Townshi 034 - 1046 -70 -200 CST BM Elev: Insp. BM Elev: 7 Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic C f ajo Benchmark Dosing � C O � Alt. BM Aeration O Bldg. Sewer V ! 3 a Holding St/Ht Inlet 5- D TANK SETBACK INFORMATION St/Ht Outlet 3 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 5;b it > ,P t Dt Bottom Dosing , 1 50, it ti ZQt Header /Man. Aeration Dist. Pipe I `t0' Holding Bot. System Z Z 5 Z 1� Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number Wit) 3 i TDH Lift Friction Loss System Head TDH Ft Forcemain Length 0 Dia. a Dist. to Well gen jW Z SOIL ABSORPTION SYSTEM BEDITRENCH Width i Length No. Of Tret+el es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS b �+ Z\ ! SETBACK SYSTEM TO J P/L 1 LDG WELL LAKE /STREAM LEACHING anufacturer INFORMATION Type Of System: CHAMBER OR - S 6 1 f UNIT mber. DISTRIBUTION SYSTEM rm Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length 3 aft ia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil [ ] Yes [] No Yes F] No CPMMENTS: ` (I clude discre en ons present, I��gction 1: � 0 3 Inspection #2: iwa A— t Location: 2868 80th venue Wilson W 54027 SW 1/4 SE 1%4 20 T2& R1 5W) NA Lot `n _ Parcel No: 20.29.15.319A20 1.) Alt BM Description = mes 2.) Bldg sewer length = .•• 3 D - amount of cover =��} `��,}— 3.) Contour = 1�Qa� 7 ___- - - - - -- - ------- 1_Z�___ Plan revision Required? Yes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cart. No. Sanitary Permit Application Safety & Buildings Division In accord with Comm 83 21, Wit. Adm. 201 W. Washington Ave. Code PO Box 7302 See reverse side for instructions for completing this application Madison, WI 53707 -7302 NV Personal information you provide may be used for secondary purposes Deportme Submit comp leted form to if not rrt o(•Corireiecce �P [Privacy Law, t IS.t}4(iXm 3 �4 ( _j/ state owned. Attach tom lete plans to the county only) for the system, on paper not less 8-12 x I 1 inches in size. State Permit Number ❑ Clack if revision to previous appl' C State Plan I. D. Number � j �, County t e z0 roi e, �p , I. Application Information - Please Print all Information �= Location: 0 Propert Owner Name 5 Properly Location SW 114 :!71 1/4 , SZo T.ZF ,N R A or Property Ownces Mailing Address H,y } Lot Number B bee City, State Zip Code fie bee �, Subdivision Nano or CSM Number Gvo�n�r ' G�1.�'• 69 z91� to A wo II.,'ype of Buiidi g: (check one) 'X'. S p ..- ewQ ewe. City V 1 or 2 Family Dwelling - No. of Bedrooms : Wown of • Public/Commercial (describe use)- • State weed Nearest Road •a �D-- A" e' K r eLa �� „ : 19 0 1 , Parcel Tax Number(s) III T e of P it: Check only one box on line A. Check box on line B if a licable ) I. C1 5 2. Replacement 3. ❑ Replacement of 4. 6. Addition to ❑ 0 Ad Syst S em system S Tank Oal Date issued B) Permit Number ❑ A Sanitary Permit was 'oust issued IV. Type of POWT System: (Check all that apply) • Non- pressurizrod in-ground Mound ❑ Sand Filter ❑ Constructed Wetland • P ressur i ze d In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At de ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other. V. Dis ersal/Treatment Area Information: 1. Design Flow (gpd) 2. Disposal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade lnch Required Proposed Rate (Galslday /sq. ft) (Mi n ) Elevation , n � � 4 150 0 061 ��( ° / / � ' ,i Inn • d0 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fi Plastic Information Gallons Gallons Tanks Con - Con- glass New I Existing Crete strutted Tanks Tanks ?5d 7�P r ,�e-;Y- T FPlu , 'b. e sibility Statement under, ed, assume nsibil' for installation of the POWTS shown on the attached lans. Business Phone Number (print) Pl Signature (no stamps): MP/tviPRS No. umes ress (Street, City, State, Zip Code) ) 8 R� f:'CZ= �,t7 / IX. County/Department Use Only ❑ Disapproved Sanitary Permit Foe (Includes Groundwater Date Issued Agent signature o stamps) X Approved ❑ Owner Given Initial Adverse Surcharge Fee) .����� (� �� /0� %- Determination M Conditions of Approval /Reasons ior Disapproovfl: + j 3 3 PLOT PLAN Page of I Scale 1' =y 0 S' , 8m q ko w i 8.2 ' - 1 $ 4 i 2 o rvor eAM pw�t- o,z b nt srv�,i3 'r�1-ts �Z�. a. t a COQ S1-LE: �, n,�w -SE ��rl - �- : - L00.0 ON c �� T' � -, 31��,�,o pV c Pl P� I�l��} • -. .. - -- - -- — .._ ` '. sw -se I X s irE I Z , b o r 5r• �.� 0001f . 715 -425 -0165 220254 1 CST Signature Date Telephone No. CST No. Job NO. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Visconsin www.commerce.s i www.wiscon isconsin.gov n.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary September 30, 2002 CUST 1D No.220853 ATTN: POWTS Inspector DALE E HUDSON ZONING OFFICE BOLDT'S PLUMBING & HEATING, INC. ST CROIX COUNTY SPIA PO BOX 78 1101 CARMICHAEL RD BALDWIN WI 54002 _ __ _ HUDSON WI 54016 - -- _ - CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/30/2004 Identif ers Transaction ID 791600 SITE: Site ID No. 650830 Travis Bonte Please refer to both identification numbers, 80th Ave above, in all correspondence with the agency. Town of Springfield St Croix County SW1 /4, SE1 /4, S20, T29N, R15W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 871786 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: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52(l)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. . C' ��• !fir iti ��p ly DALE E HUDSON Page 2 9/30/02 In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 j swim @commerce. state. wi.us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 1 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Travis & Jolene Bonte 3 bedroom residential mound Owner's Name: Mitchel Bloom Owner's Address: 2848 80th Ave. Woodville, WI 54028 Legal Description: SW1 /4SE1/4, Sec.20, T.29N., R.15W. Township: Springfield County: St. Croix Subdivision Name: Pending CSM Lot Number: 2 Block Number: NA Parcel I.D. Number: Prt. Of 034 - 1046 -70 -000 Plan Transaction No.: Page 1 Index and title V Page 2 Data entry RECEIVED Page 3 Mound drawings J ED $ Page 4 Lateral and dose tank JMENT Of COMMERCE Page 5 System maintenance specifications ..,viSIONO E Y BUILDINGS Page 6 Management and contingency pla SAFETY & BLDGS DIV .. Page 7 Pump curve and specifications Page 8 Site Plan SEE CORRESPONDENCE Page 9 Soil Evaluation report Designer: Dale Hudson License Number: 220853 Date: 09/03/02 n Phone Number: 715 -684 -3378 Signat e: �-�.� Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Sit Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal t . coliform of <= 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150 %) 450.00 Design Flow (gpd) 1 9.00 Site Slope ( %) _ _99.00 Contour Line Elevation (ft) I 17.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 2 ) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point - in the distribution i Y Pressure Disribution Information network? Enter Y or N (c or e) Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elev ion _ (ft) 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) r 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice I 2.00 Forcemain Diameter (in) 50.001 Forcemain Length (ft) Does the forcemain drain back. Y �. _ 91.001 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 8.16 Forcemain Drainback (gal) 9.08 Vertical Lift (ft) 67.32 5x Void Volume (gal) 0.68 Friction Loss (ft) 75.48 Minimum Dose Volume (gal) 16.26 Total Dynamic Head (ft) 24.72 System Demand (gpm) Lateral Diameter Selection Manifold Diamete Selection in. dia. optic cho ice in. dia. o tions _ choice 0.75 1.25 x 1.00 1.50 x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information _ 750.20 Total Tank Capacity (gal) 1 Septic Tank Ca aci al 37.00 Total Working Liquid Depth In j Wies Conc. Comb I Manufacturer 20.28 gal /in (enter result in cell B49) Dose Tank Information E ff lu ent Filter Information 750.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer - 20.28 Dose Tank Volume (gal /in) A -100 Filter Model Number Wieser Concrete Manufacturer Project: Travis & Jolene Bonte 3 bedroom residential mound Page 2 of 9 I� Mound Plan View T 1/108: :.:.: :. . .:::0 JJ F . : • • Observation Pipe � , . ; A W ........... ..... . .......1... .•... i . . ... .. ......... B .. . .. ... _� .. ... .... ..... ...;:.: :: •. ....... I L Mound Component Dimensions A 6.00 ft E 25.48 in H [ Aft ft K 10.94 ft B 75.00 ft F 9.50 in z ft L 96.87 ft D 19.00 in G 0.50 ft J W 26.83 ft 450.00 (ft 2 ) Dispersal Cell Area 1 1502.57 (ft Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 1 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.38 (ft) ► ,fff /I,,,,. G ♦ H F f Dispersal Cell / 101.08 (ft) Lateral 100.58 (ft) ► -- Invert Dispersal Cell Q t Elevation E : : : : D :: : ... ], :;. f f 99.00 (ft) Contour Elevation 9.0 %Site Slope Geotextile Fabric Cover Shading Key d $ Dispersal Cell See lateral details on 10 Topsoil Cap c 1.5 ft :•;: a Page 4 for number, Subsoil Cap w 5 •tir size, and spacing of ©0 ASTM C33 Sand is Z `• ' F laterals. Laterals are Typical Lateral Q 0 Tilled Layer c 0 d 0.5 ft 11" .0 equally spaced from ❑5 Aggregate v u ;. the distribution cell's - A centerline in the distribution cell (AxB). Project: Travis $ Jolene Bonte 3 bedroom residential mound Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension += Turn -u Mballvalveorcleanout plug r 1aterals P P P 9 denti cal I<- X-� Holes drilled on the bottom of the lateral equally spaced nnection via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft /orifice Lateral Flow Rate 12.36 gpm Manifold Length 3.00 ft System Flow Rate 24.72 gpm Manifold Diameter 1.50 in Total Dynamic Head 16.26 ft Forcemain Velocity 2.52 1 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and No Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented ::: Alternate outlet location Forcemain diameter Wieser Conc. Combo Manufacturer �_ 2 in. Ca aci 750.00 Gallons Volume 20.28 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.46 374.45 C B 2.00 40.56 Pump off elevation (ft) C _ 4 .52 91.63 1 92.00 D _ 1 243.36 D Total 36.98 750.00 Dose tank elevation (ft) 3" Bedding un er tank. 91.00 Alarm Manuafacturer 1 Level Alarm Model Number DLV Pump Manufacturer !Go Pump Model Number' 38 WE03L Pump Must Deliver 1 24.72 gpm at 16.26 ft TDH Project: Travis & Jolene Bonte 3 bedroom residential mound Page 4 of 9 � . . . M ound � . � Service Provider's Name --' ---- --- Phone! 715-684-3378 POVVTS Regulators Name Phone[ _716-386-4680 _i System Flow and Load Parameters � Design Flow Peak 450 �d Maximum inOua� ��de Size in � _ Estimated gpd MaximumBOD5 220 mA/L Septic Tank Capacity 1500 0m( Maximum TGS 150 mg/L � Soil Absorption Component Size 450 M~ Maximum FOG 30 mg/L � Type ofWastewater Domestic Maximum Fecal CoUyonn >10E4 ofu/100 mL � � Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years A|ornn Should test monthly � Pressure System ' Laterals should be flushed and pressure tested every 1.5 years Mound ,t for pondi g nd seepage once every 3years Other| ---------------------'----'- ! Miscellaneous Construction and Materials Standards 1 Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, � and are secured inao shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (0)(i). Wis. Adm. Code. 3 All gravity and pnamouoe piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area io accomplished vMth m mold board or chisel plow. 5 The mound structure and other disturbed areas \&III be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Fin\ehad "^ °^ ~ ..^^^^ ."^^. � � 8-8^ Diameter Lawn Sprinkler Valve Box Plug or Ball Valve � Distribution � Lateral -�� Long Sweep 0OmTwo 45 Degree Bends Same Diameter aoLateral � Project: Travis & Jolene Bonte3 bedroom residential mound Page 5of8 � � � Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component - 1/ and SSWMP Publication 9.6 01/81 and local or state rules pertaining to system maintenance and manuals [SBD 10691 P (N.0 1 O) ( ) maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. when the volume of sludge The septic tank shall have its contents removed g ep a and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg /L BOD 30 mg /L TSS, 10 mg /L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing pant at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Travis & Jolene Bonte 3 bedroom residential mound Page 6 of 9 Perf®rmanc � A �., s��� �:���I'� �' e Curves Pt 1XI R.JS METERS FEET MODEL 3885 25 80 SIZE 3 14" Solids, WE15H I "TT� 70 J 20 WE10H — — 60 0 WE07H f i S 'r 50 WE05H - -� - - - i 10 j- 30 WE03M - I --- ---r -� --±- W E03L It 20 i 10 j 0L 0 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM 0 10 ACITY 20 30 m'/h 2V. 7;- . P. C P d, MGOULDS PUMPS, INC. S8`Eti.A FALLS t' EW �- METERS FEET 1 20 MODEL 3885 { 35� SIZE 3 14" Solids 110 WE15HH 30 1 90 25 80 70 I I 20 J I j O i Sr 50 WE05HH 40 ---r- 30 ' I 20 5 i 10 oL 0 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM i - _ 0 10 - - -- 20 -- -- - -- 30 '/h CAPACITY s 1985 Goulds Pumps, Inc. Efte 've ' � Soil D6servs� -�i�ti� I /J,'t aS n'IQG,Scu'ed r�SSk�ed e lev = ioo,w. D p ,-o 750 9o.O. ju. ,p C- hamber. l r k9 9 ,-ade a4 Prropo 3e..d /, C'0015 � �°p. 63 of a c� It-t o f send uo P. ✓C, .' 4rce 4 3c4 L . yo se- 3 bedroo,,, wcs� ^z i;�� o / �ardg rtG i' lemce ry ou nd at Z6 • 83 ( x 96. U wY ds�xrsa /Ce // 7ct)o(2.) /aI�e1 - 1 L x 73.37 o - e eS .5 e e a P ,2. S3 T of 3 iy`P.V.C. pir'e • Ass krnco/ elew = loo.00.' I 4 i ti i Wisconsin Department of Commerce SOIL EVALUATION REPORT 3 Division o± Safety and Buildings Page of in accordance with Comm 85, Wis. Adm. Code s�- Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County C'RJJ 1X include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner . P rtY Y` ✓ V [,t._ppH Property Location `fZZA\As Govt: Lot W 114 SE 1/4 S Z T N R 1 S E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# SOS �ZI.�i2S6ry � — n R-UC�U Slb ' CSr-1 City State Zip Code one Number ❑ City ❑ Village Town Nearest Road SP�Z1f�iGF- U Q New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate _ Ll S 0 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material - n t—L Flood Plain elevation if applicable General comments and recommendations: Y-A buy- r x_ " ? S r � LSTIZI al! - n 0 j 0_eLL_ "Lti)MU -) l°�� �l= SPn\I� FL L L. LL2 =6 - Boring # ❑ Boring Pit Ground surface elev. �- ft. Depth to limiting factor l a 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 . 5 Z 8 -�' 10 `1�24�13 - 9i1 Zvfsbk �.�Fh �S _ • S •43 Z, vly C1`F �•S�t 5�8 Slc eSbk h -L Boring # ❑ Boring ® pit Ground surface elev. 6 • a 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- 6 Loy. rZ Z- L Z -- s I Z `�9 v- a�g — • s 2. 6 -t9 10 Vb - Si 'L\A -S�k W IS Y - •SLI(i. jty S 7 2 sja l s l� Sbk Z • 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 (Please Print) Se na re A CST Number L. Wegerer pl l ` z i 9 CSTNum Address Ed e g e r e r Soil T e S t l ri¢ & P e S l ri Date Evaluation Conducted Telephone Number g Service 421 N. Hain St. River Falls, NI 54022 715 -425 -0165 t,v�t � •P�NbI � G Property owner �� —� Parcel ID # Page Z of 3 Boring # ❑ Boring `� ® Pit Ground surface elev. ti�U 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 I 'Eff#2 Z - 7 -11 1.0`1 R Sbl M 3 i -3S 7.3tir?- y / C���.S�fZS1� sic-) Zes'4c m �1- e$ .Z -3 Lj 33 - .S yR Jty Ll S 18 m Z F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i I I F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' 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 < 30 mg /L and TSS < 30 m L The Department of Commerce is an equal opportunity service provider and employer. If ou need assistance p q pp ty p y s ce to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8770 (R.NOO) . PLOT PLAN Page 3 of 3 Scale lap o rn v 5� b �� S�U1,L'3 'TES IPC1Z�„ a 7 t- -L y'lri � Loo •o' oN S�� �1�'�1��V X S 1T� p \ .a rA � 715 - 425 -0165 220254 C) I - CST Signature Date Telephone No. CST No. Job No. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Ste•, CR U Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must L)� include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Re iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner y� Rho �� -��� f W0M Property Location 8�'l �Tl�A�1ls P13L1�7 �'(� l � nON j"� Govt. Lot —' SW 1/4 SE 114 S T Z•q N R 1S E (or w Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Sos Z1r�Saly l I - po ism City State Zip Code Phone Number E] City E) Village Town Nearest Road �voo�v��LE k,l s\ ozg I IS 6 L-$ - Z"i S ">\za�JG Y=I Ql-t) e o `r>`+ nUZ IRA New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate t-[ S 0 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material - CAL.- 1P'r0 -j Pt 'n-LL Flood Plain elevation if . le K) ft. General comments and recommendations: r'l UL ItiJ (� Y- - 7 1`> YMl - L3(1 l S L � 196 h.) M Z Av (j), c1 tt C) F S f'Ih J9 R S L` 2 = b• o Boring Boring # ❑��', Pit Ground surface elev. g- ft. Depth I ' iting facto Z .)q gig \. Soil Application Rate Horizon Depth p Dominant Color Redox Description Texture S re COJOWAW Bo Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. h: 'Eff#1 'Eff#2 .S Z Y2(/1 3 - 9i) Z�fsbk w, �g . S -z.SLIVzYl ISLy S18 � F Boring # Boring ❑ ® Pit Ground surface elev. a 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 j D- 10`-1 R Z- L Z -- S I Z `'�q t^ Yyt v {�1- 0.,5 - S z 6 -L9 10�irL - S1 Zvi -S�k W cs 3 Lot -Z9 ly /a sbLc NM 0-g Z -� Y z4 37 - 2.•S�(Z qty 1 -S� 2$�g I S t�Sbk mvfl -• - .-� k. Z J — A Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) �nalire CST Number Arthur L. tdegerer Ct Zi 9 220254 Address W e g e r e r Soil Testing & Design Service °ate Evaluation conducted Telephone Number 421 N. Main St. River Falls, WI 54022 l l - ly -O l 715 -425 -0165 ' a ivy LZ 1 ��Qlzl1 /v G Property Owner - � Parcel ID # Page Z of 3 ❑ Boring # ❑ Boring [� pit Ground surface elev. ll� ft. Depth to limiting factor 1, 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 0--I r.o`2 R zLZ - s t 1 Z`P-) .- m V Q'L- O _ .5 : 8 Z - 7 -1 - 7 1,0`1 rz V 1 - s/ 1 ZvlRSbk m 3 t - 1 -3S - 1 ,3' /(/ Cl� ..S `2fZ S18 l e 3)CAc m�{- q 3S -ql i ;s irz ply .F�� 'l .s �-12 s is is esbk rn v �� �. Z F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ❑ 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 /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •E ff#1 •Eff#2 • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. SBD -8330 (86100) i PLOT PLAN Page 3 of 3 Scale 1' =�4Q' lap IN 0 o�o �5 i $•2 i i b �l SYUbZ:3 �1S �1Z�„ a 1k 2-0 K,vj -SE ZL V00 0' 0 8`Tv�tL , 31V "DtA PI PQ: I-j1 LAYIf — — 6 7F- Z CO sr• �t 1 l -1 -� 715- 425 -0165 220254 O1 -�-�3 CST Signature Date Telephone No. CST No. Job No. f ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ✓as' � a Mailing Address Sr�S� c �, !�o©� ✓� ` �l/-n; y Property Address 6 8 � & v-e_ (Verification required from Planning Department for new constriction) City /State m ` e �� , Parcel Identification Number LEGAL L DESCRIPTION Property Location. %,, S %<, Sec. z . T 9 NA J W, Town of - 5 ,Py' , 't ;GI Subdivision Lot # Certified Survey Map # 6 9� �� Volume _ /_ . Page # O Warranty Deed # q © Volume a �� I . Page # 3 �. Spec douse 0 yes a no Lot lines identifiable El' es ❑. n Y o SYSTEM :MAINTENANCE Improper use and mamkenaneeof your septic system could result is its pc�ature:fajjune to handle wastes. Proper maintenanoe consists of pun4ag out the septic tank every three Y'= or sooner, if needed by a licensed pumper. What you put into the system can affect the fimctioa of the septic tank a treatment in tinge the waste disposal :lystcm. The property owner agrees to submit to St Croix Zoning Dot a certification form, signed by the owner and by a PIA$tcrPImnbcrjOamcymanPlumber, restrictedplumberor a liccusedpon4m vaifyiag that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if , the tin tank is less than nY) �p 113 fuII of sludge. ywe, the Wined 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 De wtn eat of Natural stating Yom' tic �: State of Wisconsin. - Cutificatioa �P �� has been maintained must be completed and retained to the St Croix County Zoning Office within 30 daysftbe throe year expiration data. SIGNATURE OF APPLICANT ! A / � DATE OWNER. CER`T'IFICATION 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 described above, by virtue of a warranty deed recorded in Register of Deeds Office. r, r&�e� - —� �16 SIGNATURE OF APPLICANT ( J DATE « « « « «« Any information that is mis be y Zoning Departm - reprrseatod may result in the sanitary permit be' revoked b the Zoai eat «« « « «« 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 2041P 352 z STATE BAR OF WISCONSIN FORM 3 - 1998 6 9 8 5 QUIT CLAIM DEED REGISTEER OF DEEDS 1 ST. CROIX CO., WI Document Number RECEIVED FOR RECORD This Deed, made between 11 12 :30 PN _ Mitchell G. Bloom and Becky J. Bloom WIT (CLAIM DEED -- EXEMPT i 8 Grantor, REC FEE: 11.00 and _ — TRANS FEE: Travis M. Bonte and Jolene A. Bonte COPY FEE: 2.00 _ CERT COPY FEE: Grantee. PAGES: 1 Grantor quit claims to Grantee the following described real estate In Saint Croix County, State of Wisconsin: Recording Area Name and Return Address A parcel of land located in part of the SWIA of the SE1 /4 of Travis and Jolene Bonte Section 20, T29N, R15W, T wn of Springfield, Saint Croix P.O. Box 86 County, Wisconsin; bein Lot 1 Volu 6, Pa e 44 Woodville, WI 54028 p..S u ber 54 at the Saint Croix Register of Deeds office described as follows: Commencing at the S1 /4 corner of Section 20; thence 034- 1046 -70 -200 N00 °13'04 "E, along the north -south } line of said Section Parcel Identlficalion Number (PIN) 396.00 feet to the north line of a Parcel of land recorded in This homestead property Volume 1470, Page 631 at the Saint Croix Registers of Deeds (Is) (Is not) office; thence S89 °47'05 "E, along said north line, 300.00 feet to the point of beginning; thence continuing S89 °47'05 "E, along said north line, 360.00 feet; thence N00 1 13'04 "E 415.26 feet; thence N89 °47'05 "W 360.00 feet; thence S00 °13'04 "W 415.26 feet to the point of beginning. Described parcel contains 3.43 acres (149,492 Sq. Ft.). Together with all appurtenant rights, title and interests. - I ` � Dated this . __ZZ_ day of (SEAL) (SEAL) Mitchell G. Bloom (SEAL) _ (SEAL) i Becky J. Bloom `. AUTHENTICATION ACKNOWLEDGMENT Slgnature(s) State of Wisconsin, ss. I I _- )tt� I X County. authenticated this __ day of Personally came before me this _�_� day of - N the above named fi CNe I Cs. 611 ()o rvq +. rn l 3d kT I l r'y) ry TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person __ who executed the foregoing authorized by 5706.06, Wis. Stats.) Instrument and acknowledge the same. Jodi R. Tfunkel Notary Public THIS INSTRUMENT WAS DRAFTED By St of Wis ninnRin Jole A . Bonte I �I Notary Publ State of Wisco in My commi Ion is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not � �/1 Z Z 10 .) necessary) ' Names of persons signing In any capadty must be typed or printed below their signature STATE BAR OF WISCONSIN W-omin Legal elank Co inc. i QUIT CLAIM DEED FORM No. 3 - 1998 Milwetlkee. Wis. • E.9 X426 APPROVED ST. CROIX CCX34TY VcI 16 PAGE 4404 nr'T 2 3 ZQQZ KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR k£COP CERTIFIED �iJ tVEY MAP 10-3 -2602 :::15 PM LOCATED IN PART OF THE SW1 14 OF THE SE1 14 OF CERTIFIED SURVEY MAP SECTION 20, T29N, RI 5W, TOWN OF SPRINGFIELD, aec FEE: 13.00 ST. CROIX COUNTY, WISCONSIN. copy FEE: 3.00 OWNER SURVEYOR N1/4 CORNER MITCH AND BECKY BLOOM EDWIN C FLANUM SECTION 20 2848 BOTH AVENUE NORTHLAND SURVEYING, INC. WOODVILLE, WI 54028 RO BOX 14 ROBERTS, WI 54023 zz �ap�` �D dGQG�D 3 OO GNIM[�D CMv MdIJ`ME12 z �? N89 0 47'05 'W 360.00' w r m j 231.64' ' .4 �rTO a ♦ c 209 T- . Ip � ; [O Z N r= pia, a � o`a a LOT 1 W 0 3.43 ACRES 0 �° 149,492 80. FT. N Z c, c i g 5e9 °4rO51 300 S89 0 47'05 "E 360.00' 1 $ EXISTING Z SHED 36 RODS (594.00') ¢ $ MMG'?4�1a44�© dG�JI -IDS i W CJG7MGD C3�1 OO 4G;]CG3� I N Lu ¢ pL1G3C�Gd ...... ................... M o -- - -- - -- - - -- 'I EXISTING ¢ - - - - -- -- - - - - -- O EXISTING DRIVE I w — FIELD i SE CORNER DRIVE SECTION20 m —S89 °4705 "E SOUTH LINE OF THE SE1 /4 ) �S1 14CORNER SECTION 20 80TH AVENUE ---- -------- --- -................ .......•.. --- -- UHGDRQ`tr�D V LIMD9 ----------------------------------------------------- O HE5 my OO UH12G3� - - - - -- --- - - - - -- ------------------ .. ... LEGEND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND (D 1" X 18" IRON PIPE SET WEIGHING 1.13 LES, PER LINEAR FOOT SCALE IN FEET 1" = 150' • 2" IRON PIPE FOUND 150 0 150 300 ♦ SOIL TEST THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO, 01 -87 DATE: 7 -01 -02 SHEET 1 OF 2 SHEETS Vol. 16 Page 4404 Wisconsin Department of Commerce %Oi L EVAL�UA►TiON REPORT Page of 3 Division of Safety and Buildings In , Awordanca 1bmm 89, 'Wis Adm. Code E County Attach complete site plan on paper not less than 8 1/2 x''ft rciches tt �rze. Plan mu�s� 5+ � r include, but not limited to: vertical and horizontal referen - point( ' }, direcdan,and Parcel I.D. percent slope, scale or dimensions, north arrow, and locAttdn'and distan+se to Barest road. e. Please print all lnfarmatf"C c `` ' Revi d Date Personal information you provide may be used for secondary purposes,(P,ivacy L.aw, s. 15.04 (t) (m)j.' Property Owner _ Propert y.Lo Le f G Govt. Lo VL-j S �e 1/4 S 20 To; f N E (ojW Pro ps Gwrter's Mailing Address Lot # Block X Subd. Name or CSM# 5 - / 6 I� City State Zip / Cood � e `� Phone Number ❑ City ❑ Village T Nearest Road 1>O�V i f 151 D (' 13) New Construction user Residential) Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commer ' I • Describe: Parent material Flood Plain elevation if applicable General comments and recommendations: 17 �✓ l Boring # ❑ Boring f Pit Ground surface elev. ft. Depth to limiting factor C In. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # �- i Boring Pit Ground surface eiev. KJ f ft. Depth to limiting factc��— 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 I -Eff#2 2 s cf, -- ry ' " Effluent #1 = S > 30 < 22 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD, < 30 mg /L and TSS < 30 mg/L. CST Name (Please Print) gnature ��T yumtser 6 Address Date Evaluation Conducted Telephone Number /- 01 rs —o? 6:— y6 6 ' sr�n.H�as� rkmrrxn Property Owner Parcel ID # Page of Eil Boring # Borin Pit Ground surface elev. �ft. Depth to limiting factorf – — in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 � z� •ma /� �'i � /v! � � F-1 Boring # ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. Sall Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munseli Qu, Sz. Cant, Color Gr. Sz. Sh. •Eff #1 'Eff#2 Boring # Boring ❑ ❑ B o Ground surface elev. ft. Depth to limiting factor in. Soil Applicadon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "0#2 Effluent #1 = BOD > 30 < 220 rng /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/- 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. SBM330 (R 07M) Soil Test Plot Plan Project Name Travis Bonte Shaun B' Address 505 Erickson St. Woodville Wi 54028 #226900 Lot Subdivision - ------ Date 11/8/01 NW 1/4 SE 1/4S 20 T 29 N/R 15 W Township Springfield Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" Pipe System Elevation At -Grade *HRpSame as Benchmark Alt. BM Top of 2" Pipe @ 95.7' 80th Ave 20% 93' Alt Slope B 95' 1600' M ' 97' 10' B -1 9 60' B -2 20' 400' B.M. aU a a� a 0 �o N I Jane Hansen ev PI Subject: Hudson/ 420569/ Bonte final Location: Springfield Start: Thu 09/11/2003 1:00 PM End: Thu 09/11/2003 2:00 PM Recurrence: (none) Plowing is done 3q z� •i� . 3)JAZO 0 0 Jane Hansen Subject: Boldt's/ T Bonte #420569 (Mound) Location: T. of Springfield Start: Fri 09/05/2003 9:00 AM End: Fri 09/05/2003 10:00 AM Recurrence: (none) No final scheduled per Boldt's. l ip Z� i � �� i �, \. �/ � V - ^/ /,� V /� ( - A J V \ � ,