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Home My WebLink About034-1078-40-200 /y 2 § / 0 � § ° ® 0 f � / 0 E § k � i x § � ( ) � f � B � ) ƒ / 2 )§ 2 o a) J4) � � » � � US � E § m z 8 « 7 \ � CL B 2 : ) k k ) } I ) f � e � . « Q 0z o .. z \ § 4 E } � � I ■ a 3 $ . e � / k / B 2 &) \ - o o a { 0 U) U) s e < g § ca o Z n> O F EI a(D ' k § a a a _ ■ \ IL j 0) 0) 2 § = E S ƒ c:> \ ) £ 2 § Co § g -o E / I� \ ƒ2 2 ■ 0 / § 2 § o k § E CN CD / / \ \ k \\§ o ® � ) 2 a . 2 m § 1A z f } k \ - � . k § L k a , / 0 a 2 J 0 0 J 03Y - /07dt - Yo- 2 06 z 9, /S, Sad e. . ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT Owner Property Address 3a'!o (n0 - ,4,Ae- f �" Cit T ty u,� <<S ovl� Legal Description: c Lot 3_ Block — Subdivision/CSM # :5 /a 5Q t /a, Sec. 3 V , T2LN -R /� W, Town of a SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INF Tank manufacturer LJteSer Cone. Size ST/PC 12 / ? - , To Setback from: House 12` Well AA P/L >Std Pump manufacturer AWlr Model n 9F Alarm location M-1;cl? Av tse e a S fkxo (HOLDING TANKS ONLY) Setbacks: Service road ent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: Mo u o d Width 2 7• y Length 124 Number of Trenches / LV Setback from: House 5/0' Well t?,4 P/L >5V' Vent to fresh air intake S $' ELEVATIONS Description of benchmark off' 45o. -ye- S Ea.iO S. W. /o Elevation 1404 Description of alternate benchmark :L0 p off' - Q1«.+c+/0-hein r Elevation Building Sewer 99. 7 ST1W Inlet �9 Of f ' ST Outlet K A PC Inlet AA PC Bottom . 2/ .t/Manifold 1 r Top of ST/PC Manhole Cover Distribution Lines Bottom of System () /ds• () �^' ' Final Grade O T 0 O ( ) 2-2 , qsyf Date of installations 0 //?/?f Permit number 3 3 8 93(0 State plan number � . Plumber's signature f �. License number 2 Sd 3� Date Z- 11710 0 Inspector �2din �.�Q6d Complete plot plan a E NOTICE Please provide the following: • A p lan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW nn /T p repostd KPS.'t�Q� SePt.'L�a•.��iDu- m�o�•nlatr V J 135�� " yo P. d,C. � 1 Q 1 A l i INDICATE NORTH ARR W .l I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division • INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 338936 0 GENERAL INFORMATION S tat Ian ID No: Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 2 �T Permit Holder's Name: City Village X Township Parcel Tax No: McDonald, Sean & Trisha I Springfield Townshi 034 - 1078 -40 -200 CST BM Elev: Insp. BM Elev: IBM Description: Section/Town /Range /Map No: 1 3Z too•32 I Oru. &M'� I z 34.29.15.5230 � Ll TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark / Eta lz 2 1 62. 11.9 00 .32- Dosing C � \ u( V Alt. BM 1 10. Aeration ) __ Bldg. Sewer J / Iz.zz 9 } q. 2 Holding St/Ht Inlet Q t SUHt Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ' too /„ ' [ l Dt Bottom u / Dosing t z1 r Header /Man. Off• r i a Aeration Dist. Pipe r Holding Bot. System b•�-9 oS.ls / PUMP /SIPHON INFORMATION Final Grade� \ Manufacturer n n Demand St Cover A ✓ GPM Model Number 4- TDH Lift Friction Loss System Head TDH Ft o,[ 1 o•$Z 2•s Forcemain Length Dia. (r Dist. to Well SOIL SYSTEM 11*1�/T Width Length I No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMLWSMS y lOD 1 C[) SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHIN Manu rer: INFORMATION CHAMBER O Type Of Sy� m: /� r UNIT 0 Gp �Cf (*\ I Number: DISTRIBUTION SYSTEM / pr 1, ,�: (S ` �.r C C) + • �� = ' Header /Manifold IDistribution x Hole Size x Hole Spacing Vent to Air Intake q 0 I �r( r - _ 0 _` t1 6 h U Length - k ft- Dia Length s ` 1 t � bia 2 Spacing / 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 0 Yes 0 No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:P / 19J Inspection #2: � L) Plow (6m;6L, �l ) Location: 3040 60th Avenue Wilson, WI 54027 (SE 1/4 SW 1/4 34 T29N R15W) NA Lot Parcel No: 34.29.15.523C 1.) Alt BM Description = 2.) Bldg sewer length = 12. It -amount - fcover 10 3.) Contour= / S�'k°A Plan revision Required? 0 Yes % No r o , Q 9 � � � � � = 2Y, Use other side for additional information. L-H7+74 SBD -6710 (R.3/97) Date Insepctor's Signatur Cert. No. Safety and Buildings Division 201 W. Washington Avenue A scons m SANITARY PERMIT APPLICATION P O Box 7302 Department of Commerce In accord with ILHR E3.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8112 x 11 inches in size. _%1. Cra% • See reverse side for instructions for completing this application State Sanitary Permit Number 3389 Personal information you provide may be used for secondary purposes ❑ Check if revision to pre JlfJGs application [Privacy Law, s. 15.04 (1) (m)]. State Plap I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATI N A§ 5 Pro erty Owner Name Propert Location C. S - 1i4 3 5 3 T 49 , N, R 41 .W Property Owner's M iling Address Lot Number Block Num er sz� - 3 �f City, State Zip Code Phone Number Subdivision N m or CSM Number ,6 sS /,ZS (&57 ) 9a3,�7 CS �.,� . TYPE F ILDI : (check one) ❑ State Owned ❑ Cit Nearest Road ❑ VlIla Public or 2 Family Dwelling - No. of bedrooms wn of rim (p0 III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) �+� . 2A . ICj. 952:3 C_ 1 E] Apartment/ Condo 03 f1- le 76 - 4 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. �w 2 ❑ Replacement 3, ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ______System ________System _____________ Tank Only______________ Existing System ________ ExistlnqSystem B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 P15iound 30 ❑ Specify Type 41 [:]Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/da /sq. ft.) (Min. /inch) Elevation &60 1 6 1 11.4 /OS ?D Feet 1405 - 3 Feet VII. TANK Capacit 5 Total # Of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existin structed Tanks Tanks eptic T k cnif>3f>yTTfJTardn /LZ,.TO yASD &4� ❑ ❑ ❑ ❑ ❑ Lift Pump Tank i{ik►eftf#� JD L(,rnf! /%i ❑ 1 ❑ 1 ❑ ❑ ❑ . RESP NSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber' Si natf- Sta ) MP /MPRSW No.: Business Phone Number: Plumber's Address( S'treet,City,- State,ZipCode): Lr r' C/ Ct ts' H S � IY 'u,( T 8 IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing Ag ignature (No Stamps) A pp [:]Owner Given Initial 3Z5 O6 > rOVed Surcharge Fee) �a� - i Adverse Determination - X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (RA V97) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 TDD #: (608) 264 -8777 isconsin www.commerce.statemims Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary May 18, 1999 CUST ID No.663739 ATTN.• POWTS INSPECTOR ZONING OFFICE ACE SOIL & SITE EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 05/18 /2001 Identificati bexs Transaction ID o. 224541 Site ID No. 17201 SITE: Please refer to both identification numbers, Site ID: 172016 above, in all correspondence with the agency.' St. Croix County, Town of Springfield SETA, SW1 /4, S34, T29N, R15W Facility: Sean & Trisha McDonald FOR: Description: Mound System Object Type: POWT System Regulated Object ID No.: 467083 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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. 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. Sincerely, % DATE RECEIVED 05/03/1999 6 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)785-9348, Mon - Fri, 7:15 AM - 4:00 PM jswim @commerce.state.wi.us WiSMAR'T code: 7633 V APPLICATION FOR REVIEW POWTS v � i scvnsin - Complete all pages - Department of Commerce Safety & Buildings Division This page may be utilized for fax appointment requests Bureau of Integrated Services Complete and indicate date plans wilt be in our office NOTE: Personal information you provide may be used for secondary Complete for confirmed appointments *: purposes [Privacy Law s. 15.04(1)(m)). Not available for POWTS at this time. 1. Private Sewage Submittal 2. Type of Submittal: System 4211 Type Transaction ID: ` Groundwater Monitoring ( �ew ( ) 9 Previous Related Trans. ID: ( ) Site Evaluation ( ) Replacement ( ✓1'1 System ( ) Petition (attach form SBD -9890) Appointment Date *: ( ) At Grade ( ) Experimental Review Assigned Reviewer: ( ) Holding Tank ( ) Engineered System ( ) Nonpressureized In- Assigned Office: Ground - conventional *Plans must be received in the office of the appointment no later than ( ) Pressurized In- 2 working days before the confirmed appointment. Ground vY'IO�ound 3. Project Site Information - Fill in all known information. ( ( ) Aerobic System Site Number I I ( ) Sand Filter Number & Street: 30i &O Aw . ( ) Constructed Wetland Legal Description: Aet3 ol'CSm 6 12, & 335-3 S fy�.$G��yy��eC. ��/ 7 A , ( )Other: County - i ( ) City ( ) Village (-- Town of ee r'L^ e� Gallons per Day: Facility Name: (individual and/or business name of project) BuIldN Type (check one): ( elling, 1 or 2 family ( ) Public Building Facility Address: ( ect address) Zip Code ( ) State -owned Building �V d �00 pro 4. After plans are reviewed, please: (check all that apply) _ Call when completed. _ Mail plans to custom r 1 , 3, 4 Requesting party will pick up Circle customer number from below. Other: S. Complete the following designer /owner /requesting information. Utilize the check boxes when designer, owner or requesting party is the same to avoid repeatin y information. .. >_ _,,.., .. ,.. !� �� .,.... ��e�q� tttig':.f►arty�if ' ererktthari,�esgnoi��Cc"i , eir. _ )�� _.- , First Name Last Name Customer Number First Name VM Name Customer Number Corn any Name ( 7 Company Name Y a Edam 1999 Address Addre AFETY & 8 3 D a « E City State Zip +4 ( igits) (,q City Ate Zip +4 (9digits) t�SC.ed ��• �4�d ZC� Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet Zg97 7 7 (0 Check others if applicab ' Check others if applicable ( ) Owner &.)*ayer ( ) Requesting party ( ) Owner ( ) Payer a �11. >, .< I'al pec�ty(Customer 4 " m , . "l er ease First Name Last Na a Customer Number First Name Last Name Customer Number S � — Company Name rp z� 1 Company Name Address Address ,17 - 5 - o-_3 L�ne a.Q City ` State Zip +4 (9digits) City State Zip +4 (9digits) l,�pm�ol r ✓Yl /1. SS1 Phone Number (area e) Fax or Internet Phone Number (area code) Fax or Internet psi 9of - 'S - 7S Check others if applicable Check others if applicable ( ) Payer ( ) Payer ( ) Other MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ Attach check here wd�de zg33 SBD -10577 (R.10/98) I 6. Calculation of Fees Required (circle all that apply.) System Type (Include new and existing tanks) Upto 5,000 gallon holding tank ............................ .........................$60.00 ................................ ............................... 5,001 10,000 gallon holding tank .......................... ........................$100.00 ................................ ............................... Over 10,000 gallon holding tank ................... ............................... $ 150. 00................................. ............................... Up to 1,500 gallon septic tank ..................... ............................... $110.00 ................................. ............................... SID. CD 1,501- 2,500 gallon septic tank ..................... ............................... $120.00 ................................ ............................... 2,501- 5,000 gallon septic tank ..................... ............................... $ 160. 00................................ ............................... 5,001- 9,000 gallon septic tank ..................... ............................... $200.00 ................................ ............................... 9,001- 15,000 gallon septic tank ..................... ............................... $300.00 ................................ ............................... Over 15,000 gallon septic tank ...................... ............................... $500.00 ................................ ............................... Up to 1,000 gallon dose chamber ....................... .........................$70.00 ................................ ............................... 70. CO 1,000- 2.000 gallon dose chamber ....................... .........................$80.00 ........................................................ I ...... 2,001- 4,000 gallon dose chamber ............................ . .. ...............$100.00 ................................ ............................... 4,001- 8,000 gallon dose chamber ...................... ........................$120.00 ................................ ............................... 8,001- 12,000 gallon dose chamber ...................... ........................$140.00 ............................... ............................... Over 12,000 gallon dose chamber ...................... ........................$160.00 ................................ ............................... Experimental System (additional one time fee) ........... ........................$300.00 ................................ ............................... Revisions to Approved Plan .......... ............................... .........................$60.00 ................................ ............................... Petitions for Variance Setback ............................ ........................$100.00 ................................ ............................... (Include Form Site Evaluation ................. ........................$225.00 ................................ ............................... SBD -9890) Plumbing .................... ..............................$ 225. 00................................ ............................... Revision............................ .........................$75.00 ................................ ............................... Groundwater Monitoring - Per Site . ............................... .........................$60.00 ................................ ............................... (other than a proposed subdivision) Site Evaluation in Lieu of Groundwater Monitoring ........ .........................$60.00 ................................ ............................... Subtotal ..... ............................... . Priority Review: Enter same amount as subtotal ..... ............................... Prior approval from a section chief is required for a priority review. If approval is granted, the priority will be reviewed within 5 days of receipt. Enter TOTAL here and on bottom of FRONT PAGE $ Note: Fees for aerobic or prepackaged treatment systems that may include trash tanks shall be calculated based on the rated capacity of the aerobic unit or prepackaged treatment system as compared to an equivalent septic tank size. Note: Fees are pursuant to ch. Comm 2 and are subject to change annually; please contact any of the offices listed below for the most recent copy of this form. Note: Comm 2 provides for a partial fee refund if a plan action has not been taken within the 15 days of receipt of all required information. 7. Appointment, Scheduling Information, and Plan Submittal Checklists. At this point in time appointment options for POWTS scheduling is not available. If you wish to schedule a review appointment in advance, call any of the full service offices. At the time of making an appointment, you may request review for a specific office or desired (beginning) date for review. You may also FAX the front page of this application and receive a FAX back with an Appointment Date, Transaction ID No. and Assigned Reviewer. Plans must be received in the office of the appointment no later than 2 working days before the confirmed appointment Non - scheduled submittals or submittals received without a confirmed appointment date and transaction number on the form may be assigned to offices other than the receiving office depending on reviewer availability. To obtain a submittal checklist call the material order unit at 608 - 266 -1818 or one of the full service offices listed below Madison S &BD Hayward S &BD LaCrosse S &BD. Shawano S &BD Green Bay S &BD Waukesha S &BD 201 W Washington Ave 15837 USH 63 2226 Rose St 1340 E Green Bay 2331 San Luis Place 401 Pilot Court PO Box 7162 Hayward Wl 54843 LaCrosse WI 54603 Shawano WI 54166 Green Bay, WI 54304 Waukesha WI 53188 Madison WI 53707 -7162 608 - 266 -3151 715 - 634 -4870 608 - 785 -9334 715- 524 -3626 920492 -5601 414 - 548 -8600 Fax: 608-261-6699 Fax: 715 -634 -5150 Fax: 608-785-9330 Fax: 715-524-3633 FAX: 920492 -5604 Fax: 414 -548 -8614 TDD 608-264 -8777 Email: haywardsch@ Email: lacrossesch@ Email: shawanosch@ Email: greenbaysch@ Email: waukeshasch@ Email: madisonsch@ commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us r MAY 1 Fa 8 7 99 9 MOUND SYSTEM DESIGN 44, 7 Residential Application INDEX AND TITLE SHEET �V Project Sean & Trisha McDonald 4 bedroom residential mound Owner Sean & Trisha McDonald Address 1750 -3 Donegal Drive Woodbury, MN 55125 Legal Description SE1 /4SW1/4, Sec. 34, T29N, R15W. Township Springfield County St. Croix Subdivision Name CSM Vol. 12, Pg. 3393 Lot No. 3 Parcel ID Number 034 - 1078 -40 -200 Plan Transaction Number 224541 i Index and title sheet Page 1 Mound calculations Page 2 Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 Pump performance curve Page 6 Site plan Page 7 attached soil evaluation report Page 8 Designer Mike McDonell License Number 225036 Signature - TK O Phone No. (715) 386 -8692 Date April 14, 1999 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10462 -E (R.05198) Page 1 of 8 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) n - Replacement system? Creviced bedrock site? n (y or n) Slope 12 % Wastewater flow rate 600 gpd 2277 Lpd Depth to limiting factor 26 in 66.0 cm In situ soil infiltration rate 0.6 gpdfft` 24.4 Lpd /m` Contour line elevation 104.2 ft 31.76 m Use standard fill depths? I x OR Design depth? in cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design 611 depth. Center or end manifold c (c or e) Hole diameter 1 0.25 in 0•125, o.158, 0.188, 0.219, 0.25, 0.281, or 0.313 inch WV. Lateral spacing 0.00 It Use 0 lateral spacing for trenches. Estimated hole space 2.50 ft Not a final calculation. Number of laterals Pump tank elevation 90 ft Outside bottom of tank. Forcemain length 145.0 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 5/32 = 0.156 9/32 = 0.281 Estimated daily flow 600 gpd 2271 Lpd 3116=0.188 5/16=0.313 7/32 = 0.219 Absorption cell Design load rate & area 1.2 9Pdffe 500.0 ft` 46.45 m Linear loading rate (LLR) 6.00 gpd/ft 74.4 Lpd/m Design width (A) 5.00 ft 1.52 m Cell length (B) 100.0 ft 30.48 m Depth of cell (F) 10.0 in 1 25.4 1 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 19.2 in 48.8 cm Basal area required (gpd/infiltration rate) 1000.0 ft 92.90 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 15.2 cm End slope toe length (I) 10.90 ft 3.32 m Up slope toe length (J) 6.30 ft 1.92 m Down slope toe length (1) 16.10 ft 4.91 m Total mound length (L) 121.80 ft 37.12 m Total mound width (W) 27.40 ft 8.35 m Project: Sean & Trisha McDonald 4 bedroom residential mound Transaction Number: Page 2 of 8 MOUND PLAN VIEW observation pipes (typical) r 27.4 ft = :`::::::= A� A - 5.00 ft m 1.52 8.35 m : ' :- • : 100.0 ft 30.48 m g J= 6.30 ft 1.92 m K I = 16.10ft 4.91 m K = 10.90 ft 3.32 m _ 121.80 ft 37.12 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension 9'(152 mm) T MOUND CROSS SECTION D = 12.0 in 30.5 cm lateral topsoil G H subsoil cap E = 19.2 in 48.8 cm invert 105.7flo ft - - -- - -- = - - - - -- ....... . F 10.0 to cm elev. . m :: _ =:: F G = 12.0 in 30.5 cm T ASTM c33 H:= 18.0 in rZfl D Sand Fill E Sys. F 105.20 ft elev. 32,061: m Recontour elev. 12 % --� slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F = absorption cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across Ax8 media. The cell H = subsoil + topsoil depth at cell center media is covered with geotextile fabric. Designer notes: The mound must be built in a cresent shape following the natural contour of the slope. Additional fill shoul Project: Sean & Trisha McDonald 4 bedroom residential mound Transaction Number. Page 3 of 8 r PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch-pounds Metric Width (A) 5 ft 1.52 m Length (B) 100.0 ft 30.48 m Lateral specifications Number laterals 1 HolesAateral 19 holes Lateral length (P) 47.79 ft 14.57 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 22.14 Igpm 1.40 Us Sys. dis. rate 22.14 gpm 1.40 Us Hole spacing (X) 31 in 78.7 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red 'X" one choice 11/4 in (32 mm) box of chosen from the options 1 1/2 in (40 mm) x diameter. provided. 2 in (50 mm) x x 3 in (75 mm) x Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) 'X" one choice 1 1/4 in (32 mm) None required. from the options 11/2 in (40 mm) No choice necessary. provided. 2 in (50 nvn) 3 in (75 mm) 4 in (100 mm) Distribution system contains: 1 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. I P I M-d Oa p L IE X +� H12 I x12 +1 Laterals & Force main of PVC Sch 40 Last hole drilled next to end oap (per COMM Table 84.30 -5) Holes drilled on the bottom of the lateral, • =permanent and marker equallg spaced Inch-pounds Metric Lateral length (P) 47.79 ft 14.57 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 31 in 78.7 cm Manifold length 0 ft 0.00 m Hole diameter 0.250 in 6.4 mm Lateral diameter 2.00 in 50 mm Forcemain diameter 2.00 lin 50 mm Project: Sean & Trisha McDonald 4 bedroom residential mound Transaction Number: Page 4 of 8 TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 14.70 ft 4.48 m Are laterals the highest point in the Friction loss 1.28 ft 0.39 m system? Yes "x' here. C ] Total dynamic head 18.48 ft 5.63 1 m If no, what is the highest elevation Dose Volume downstream of pump? r = Dose is > 10 times lateral volume Forcemain drain Lateral void volume 8.3 gal 31.4 L back to tank? (Y' one) Minimum dose 150.0 gal 567.8 L x Yes Drain back 25.3 gal 95.8 L No Dose volume 175.3 gal 1 663.6 1 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 weather proof warning label and locking device grade levels junction box grade levels disconnect alternate 4" vent pipe electric as per NEC 300 and F outict l Comm 16.28 WAC location 18" (4 5 cm) min. wail of pump L app roved chamber or outlet joint combination tank T1 A Provide 1/4" weep hole or anti - alarm on d siphon device as necessary pump on B Grade levels pump 91.0 ft C - pump tank manhole = 4" (10 an) off elev. 27.7 m minimum above finished grade D - vent = 12" (30.5 cm) minimum above finished grade 90.Q ft Pump tank elevation 3 " (75 mm) of bedding under tank 27.4 1 m bottom of tank Tank manufacturer Wieser Combination 12501750 gallic septic/pump chamber Pump tank capacity 16.12 gal /in Pump tank volume 757 gal Pump manufacturer JZoeller Inches Gallons Pump model number 198 �._� o A 25.1 404.4 B 2 32.2 Alarm manufacturer JSJ. Electro systems C 10.9 175.3 Alarm model number 1101 HW p D 9 E 145.1 Project: Sean & Trisha McDonald 4 bedroom residential mound Transaction Number: Page 5 of 8 I T ® it � : ®® ., ommmwmmmmmmmmmm■■ LN mmummmmmmmmm maimmummmmmmmmmm sm\ ■1 .s\ ■mm■memmm■ w\s \I 1o■ \mmmmmmmm■ UsHmoommmmmmmmm kwo mmm NONNION, Immlikkik ■mmmmmo N % \ llmmmmm■ . orb IN- SOlill■ \m\\ \omNo■ ■■ I ►�11o\ \�\wommo ■��1 `►\1 t 1 61m► m ■ \11mm 5mmmil !\IMMMM\N\mmm ■E� amoommmmm■ 1 1 .1 . .1 , :. •. .. M. . /. . .. ■ G. d' I S O {L Q do.Qua.�Qi ons rceorked by Nc.iry Croft 4,/t3/97 • So;C bor;�gs ¢�(.tcu.7�ea(.�o.� �'s �yo.�t 1 Qx; Svny " ✓ j o-d- a P-CQ ✓a i s .00 gam -- I, zso /rso 8«GCc,Y, _cvrKb.no :w� G. b �¢�Of.`G �p.n 7� /A(,c��0 (Jl0•M dCl: ■ Scan i Ti'FAM /Ne" 17.5 bone Ltvcod 6 "e y, ft(n. SS/15 2, 4o a. c- 1 come- Ka: ,n ► ' c. a13 h ,L !, o 3 o P C:SIK ;/o1. 12 , �. 3393 '��`_ $e rtctt ncar�('• a mcdt okW A SEY�ScJY 5c�.3yT..t9�1 ' v r ortkAcLSfaKc.SLkb �n y, Y , R. /Sw•, Tn. oe S r:n��; c4; �a{C lo/t3(97 i V d / RECEIVED MAY - 3 1999 SAFETY & BLDGS DIV. U. 6. oi TcP o- '.5"rvey E'Cs.F - 00.32' 7 aF 9 c. � .33 60 I Wisconsin Department of Industry SOIL AND SITE EVALUATION Labor and Human Relations Page of 3 Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and L . CX0 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # 03 -el- /o g Yd -. oO APPLICANT INFORMATION - 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 Property Location S.ea.., _J in C Q Govt. Lot SE 1/4 540114,S 3elT Z ,N,R 19--034 W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# 17,2 -3 .tin i d &)1- 3 - CS I AW /.0. 33, City Mate Zip Code Phone Number Ne st Road ) 08 =S7d' ❑ ciry ❑ viva 0' - �� O �. P{ew Construction Use: residential / Number of bedrooms -3 Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 1 4 5 0 gpd Recommended design loading rate - 4--.2 - ped, gpd/ft gpd/ft Absorption area required 3 7S bed, ft 3 -S trench, ft 2 Maximum design loading rate /. '7- bed, gpd/ft Z trench, gpd/ft Recommended infiltration surface elevation(s) / y Q't /Z' &ae 10Y Zy �ncn f°«'` ft (as referred to site plan benchmark) Additional design/site considerations Parent material CocSS C�r�r p�au (� Flood plain elevation, if applicable 114 ft S = Suitable for system Conventiioonal� ,M,ounnd In-Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S L'S U U 5 ❑ U El S I� U 1:1 S El S P< ❑ S SOIL DESCRIPTION REPORT Boring # L don Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 6- 7 a s ortc s 1 .z -mar: MV r- cs I �'� 0. -� o S I „156A n,.R� • 0 Ground _,z !0 /�S /M 5 INdle'r C C.) /f' 0. 6" O. (o elev. . 3 /o /insb e 0.6 Depth to S iP S �' S er At /►('�'/� — O. y; 0. S limiting factor ; m in. Remarks: Boring # GS 0-57 f' 2 (o -- io one, 5 I MS6x Mier^ e O•S o. 6 3 ;26 /0 yey art¢ 5 I na 56K Wlvi�/ Ground l0 S 1 ht cf ? S 11 S m5 0,4 ��'/ Q �, O• elev. Depth to I limiting factor or in. Remarks: � CST Name (Please Pri S' nature Telephone No. Address Date CST Number 3(p0 �o'f /�;w C ,, / � SOIL DESCRIPTION REPORT PROPERTY Page �PROPERTY OWNER � ��%��1I of PARCEL I.D. ZQ 7 9 5 /1 0 2C Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots .- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed . Trench 5 Qs S,/ LIK 05 0.5 • a.6 tKz P Z s R s 5, a wt d - - a. Z ; o. 3 Ground elev. S 2D ft. , Depth to limiting facto �in. Remarks: Boring # .: F Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed . Trench Boring # ; Ground elev. ft. Depth to limiting factor ` Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) I cl 3o�'3 " � G. a' � Soil Q �a.Qua►�Qi �.5 rcaork" lo\t Cro{t !./t3/97 • 5ok borin ¢KZCccax �o*^ �s �c�•�� e� 6 17SO -3 t�QO� Mn. anckntar�E' Grade otb4se f C:.SriZ Flo C. /2, /°�►. 3393 �'` sEYyr sION se et. y 1 • �' � CL Spa Jti'e.5 e,�. by T , 04 5 PC 1 Q -3 • U. g. 01 - Toe o•F'- 5.-"my ,3.z 9.9o' Wisconsin Department of Industry SOIL A T y,41 UATION }� Labor and Human Relations - _ . Page of 3 Division of Safety and Buildings in acco a ith s LHF( 83:09 Wis. ^d1"5 Y Attach complete site plan on paper not less than 8 1/2 x 11 inches iti size. Puri rti✓ n '- 0 Oounty include, but not limited to: vertical and horizontal reference post - OM), diraclion.pnd &Q percent slope, scale or dimensions, north arrow, and location ifnd:distance to near¢�t rwf Parcel I.D. # 03 4/ /07 i ,:C St�fvTY APPLICANT INFORMATION - Please print all infor{na# /owN*G FtC ' w Date Personal information you provide may be used for secondary purposes (Privats layv s,15.04 (1) (m)) ,, 1 Property Owner .`; Pr padL ' y on 5-ea-n i1't C n Q -Gb of SE 114 5W114,S 3 /T Z9 ,N,R /S lt;m1 W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# T o - �► a.��r 3 CS . 33Q.2 City Ma Zip Code Phone Number Nea st Road pt/ ss� . /) 08 =$7*' City ❑ villa .� "' - ,-&/ !�• 02'Kew Construction Use: residential / Number of bedrooms - Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow S� gpd Recommended design loading rate t.. b ed, gpd/ft trench, gpd/ft Absorption area required 3 7•S bed, ft 3Z257 trench, ft Maximum design loading rate 1 ,?- bed, gpd/f 2 -/. - trench, gpd/ft Recommended infiltration surface elevation(s) ��.Z S� !! ft /Z it�uP /Ofd Z�/ ��" ft (as referred to site plan benchmark) Additional design/site considerations / Parent material Flood plain elevation, if applicable 11-4 ft S = Suitable for system Conventional Mound ln- Ground Pressure AT -Grade System in Fill Holding Tank u= unsuitable for system ❑ S F S (] u El S u El S �'I� ❑ S ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 30"'g in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ug °- l 0 -7 d 3 11 -4-1e 51 z -r Mt r CS 1411 O S'O.G rivL Ground o d elev. : aK.s ft. 3 i o ,Q d s R s P A5 I /n 56k.' Md r t~ (4) — p. S' o. (a Depth to S y /� d S iP S S PI /K iy(.�'r — 0. V:0. limiting fact r min. Remarks: Boring # 6 - ( * /O 3 A 24rGr: C.5 � �►l U•S; O- " 2 b Z /o one 5 I a M's 6X Mier e 0•5 3 ,2(o /o Y one ir n4 5 6, < M YA C a) Ground 7 Z1042 /Q vieslw 1 rK Q 7 S d S 1,06 V At rK�r"/ elev. Depth to limiting factor 9(p in. Remarks: CST Name (Please Pri Sig ure Telephone No. - /5 ) 7-w-. Address CST CJ �� / Date CST Number 3(oO c C !� SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# 0,0 Boring # Horizon Depth Dominant Color Mottles Structure 2 . in Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots �, Gr. Sz, Sh. Bed ,Trench / L -/0 /a ,P3 z �' d 5 Q S S; / 2 c ,- n t I/K Q 5 /0 a z s d 2G io ,P 6 / ►n P � R Ground elev. / OS. e ft. Depth to limiting facto Din. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ON I9 Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in ' Remarks: SBDW -8330 (R. 08/95) nq. 30� S �c�ar lok/ 1Ir.,ir Croke 1,123 • :5o , bori tl.s rt�o.it 1 ex;sn� ✓ ��ade eCe✓A-4Cn5 (�cJVOd b u. y� M n 5SI15 � ` 2 Of A rode e o. 9-V/.S." �n �oCU- fr'm - 1„ o 3O e C,5p2 ✓oC. /,Z, N�+. 3393 a,n r r 6�adt a� base ti �n SCOV5 y � �e �yT� • aF �e eC- Sfu.Kc by }l. ct. S a o r./; c Qj 6-Z �z % G rod C (0/ c/ — • : - Fop off' 3u rdt7� Fl -e = /OO.32 WlsconMrtDepartmenf of Commerce SOIL AND SITE EVALUATION Page l of l D vision of Safet and Buildings Y irraccord with Gomr�i 8105, Wis. Adm. Code I ItM Attach complete site plan on paper not less than 8'%x 1 flriehes in}sfze. Plan must include, but not limited to: vertical and horizontal reference p - 016t (BM), direction and County St. Croix percent :lope, scale or dimensions, north arrow, and location and distance to nearest road. ------ - - - - -- - -- - - -- - - Parcel l.D.# j APPLICANT INFORMATION - Please print all information. 34.29.15.523 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed By Date Property Owner Property Location r J. M P . Hudson Diesel, Inc.,PP Govt, Lot SE 1/4 SW 1/4,S 34 T Prooertv Owne r's Mailing Address Lot # Block # Subd. Name or CSM 4445 Ol W ells fed E1 / (ty State Zio Cnde PhoneNumber City Villa e y;Town Near Eau Claire W I 54703 715- 839 -7969 Springfield Qv 1997 New Construction Use: X Residential / Number of bedrooms 3 Addition to existing buil i j i Replacement Public or commercial describe ZONINGOFFICr . Code Derived daily flow 450 gp Recommended design loading rate 5 bed, gpd /ft Absorption area required 400 bed, ft 750 trench, ft Maximum design loading rate .5 bed, gpd /ft gpd /f1 Recommended infiltration surface elevation(s) 102.3 ft (as referred to sate plan benchmark' Additional design /.site considerations install 5' x 75' rock bed mound on 101.3 as upslope edge of rock w/ 1' sand fill Parent material l oess over glacial till Flood plain elevation, if applicable ft S= Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system X U X S U S X U S; >:: u U U Horizon Depth Dominant Color Mottles Texture Structure Consistent Boundary ` Roots GPD /ft2 Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed I Trench 1 1 0 -6 I OYR 3/3 - sl 2 f -m sbk ds gs I f/m .5 .6 2 6 -16 IOYR 3/4 - sl 2 m sbk dsh cw lm .5 .6 Ground 3 16 -32 1 OYR 4/4 - sl 1 m sbk mvfr cs if .4 .5 elev - — - - - - -- - -- 4-- - - - - -- -.. - j 98.4 ft 4 32 -47 l OYR 4/4 c2d 7.5YR 5/8 sl 2 m sbk mfr cw if .5 i .6 - - - -- - - - - a - I I OYR 6/2 -- Depth to - ----- — I limiting 5 47 -55 10YR 6/4 - fs 0 sg ml I - - 5 .6 factor Remarks: occasional gr, cob, & st 6 -32 "; horizon 5 is residual SS derived w/ inclusions 7.5YR 5/8 fs & SS gr 2 1 0 -5 10YR 3/3 - sl 2 f -m sbk ds cs _ 2f /m .5 .6 2 5 -26 10YR 6/3 - fs 0 sg dl cs 1 m .5 .6 Ground 3 26 -45 IOYR 6/3 - fs 0 sg ml cs if .5 - .6 elev 101.2 ft. 4 45 -65 1OYR 6/3 - fs 0 m mfi - - NP NP Depth to limiting factor -- -- — - - -- -- - - - -- -. ._ _ - - 45" Remarks: fs is residual SS derived; horizon 3 has large inclusions 7.5YR 5/8 fs; horizon 4 is weakly cemented SSBR by resistance to penetra ton m no r rc — � - - - -- - -- - - -- — - -_ CST Name (Please Print) Signature: Telephone No. Henry F. Grote ti 715 -665 -2681 AdP.O Box 57 Knapp, WI 54749 6/3/97 S��(�IA Ref # 117 PROPERTY OWNER: Sc idling, Bernard SOIL DESCRIPTION REPORT Page 2 of Z _ PARCEL I.D.# 34.29.15.523 — - - -- — - - - -- Depth Dominant Color Mottles Structure GP17;ft2 Horizon Texture onsistence Boundary Roots --- - - - -- -- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -4 l OYR 3/3 - sl 2 f sbk ds cs 2f /m .5 I .6 2 4 -17 1OYR 6/3 - fs 0 sg dl g s 1 m .5 .6 Ground 3 17 -43 IOYR 6/3 - fs 0 sg mi cs if .5 .6 elev---- - - - - -- - -- -- .. - - -_.. - - -- - - _. 101.5 4 43 -60 10YR 6/3 - fs 0 m mfr - - NP NP Depth to limiting factor 43 " - -- - -- - - -- Remarks: fs is residual SS derived, horizon 3 has large inclusions 7.5YR 5/8 fs & occasional SS gr, horizon 4 is weakly cemented SS131Z by raristance to p i onal gr, cob & st 4-43 — i Ground elev ft. Depth to i limiting factor - - -- -- - - -- - -- Remarks: Ground --- - - - - -- .. _ - - - - -- ___ _._ elev ft. Depth to i limiting factor Remarks: • I Ground -- - - - -_- -� - - - -- - - - -- i elev - - - -- - - ft. Depth to limiting - --- factor Remarks: -_ ^__ � S I Hudson Diesel Inc.MPPP - oT'�'^ 34 Zq 44_tu }gq� I� � y L��2- � L S - L4 • 11 w I ra 1- 3 l (� qN - �3•i - t3•i Z w IPA �, a Q_ - � " -- V. � 1/�, ►Z� �vc, 3 os 3 . ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer a n oe - 7 - r" /if Mailing Address 1702-2 Property Address (Verification required from Planning Department for new construction) LIE City /State Parcel Identification Number 0zW A 7 ?' 4 /6 1 LEGAL DESCRIPTION Property Location SE 1 / `/4, Sec. T 19 N -R /6 Town of Subdivision , Lot # 3 Certified Survey Map # , Volume Page # 3313 Warranty Deed # , Volume . Page # Spec house ❑ yes ff no Lot lines identifiable yes ❑ 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, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has be n maintained must be completed and returned to the St. Croix County Zoning Office within 30 of the three ar expiratio t . I a-jA S1a / 9 SIGNA 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 7 ope descri above, by a of a warranty deed recorded in Register of Deeds Office. AU A �'. 3; 0 /9 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 I VOL1307PAul-MA 10�� af111_0 CUM � O. STATE BAR OF WISCONSIN FORM 11 - 1 5' 5462 LAND CONTRACT 4 a. loze 40 Individual and corporato S 000 IS FIINA AND I OTHER NONHCONSUM ER ACT TRANSACTIONS) w --- -- �� REGISTER'S OFFICE Contract, by and between Hudson Diesel , Inc . , MPPP S, T. CROIX CO., WI � fnr ^Qr.�rd ( "Vendor ", whether one or more) and Sean A: and Trisha R. McDonald MAR 2 0 1998~ h usband and wife with right of survivorship. (" Purchaser", whether one or more). 9:30 A M Vendor sells and agrees to convey to Purchaser, upon the prompt and full per- Ro later of Deeds MY111I'�'A formance of this contract by Purchaser, the following property, together with the rents, profits, fixtures and other appurtenant Interests (all called the "Property '), in St. Croix County, State of Wisconsin: RETURN TO The East 1/2 of Outlot 1 CertiFied Survey 3 Map No. 3393 Volume 12 page 3393 located in Gr/ /� 5.5 /rZ SE 114 of SW 11 Section 34, Township 29 North Range 15 West, Town of Springfield, Tax Parcel No. St. Croix County, Wisconsin. Whereas the buyer and seller entered into an agreement regarding another parcel owned by the seller the parties agree that this contract may not be paid until such time as the other contract has been fully paid. Accordingly, there may be no prepayment on this contract unless the other contract has been Fully paid. TPA NSFER $ 3 FEE This is not homestead property. (is not) Purchaser agrees to purchase the Property and to pay to Vendor at 4445 01 d We 11 s Rd , Eau C 1 a i re ; W I the sum of $ 100.00 in the follo ing m (a) $ 1.00 at the execution of this Contract; and (b) the balance of $ 5 ,together with Interest from date hereof on the balance outstanding from time to time at the rate of__._ 1 2 ' 9 per cent per annum until paid in full, as follows: $ 12.77 on Feb. 1, 1999 and the same amount thereafter on the 1st day of Feb. each year until this contract is fully paid. Buyer agrees to pay real estate taxes when due on this property. Buyer is not required to escrow taxes on this parcel with seller. Provided, however, the entire outstanding balance shall be paid In full on or before the 1st day of Feb . , W _?_027 ( the maturity date). Following any default in payment, Interest shall accrue at the rate of 19 - 9 % per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably antici- pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and Insurance will be deposited Into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to Interest on the unpaid balance at the rate specified and, then to principal. Any amount may be prepaid without premium or fee upon principal at any time after 19. (OR) there may be no prepayment of principal without permission of Vendor.' I In the event of any prepayment, this contract shall not be treated as In default with reepect..10 payment so long as the unpaid balance of principal, and interest (and in such case accruing Interest from month to month shall be treated z.s unnnid principal) is less than the amount that said Indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued In the event of credit of any proceeds of Insurance or condemnation, the condemned premises being thereafter excluded herefrom. f' \. Purchaser states that Purchaser is satisfleo_,wlth the title as shown by the title evidAbe.,sub.mItted to Purchaser for examination except: WARNING: THIS * - PROPERTY IS BEING SOLD "AS IS" "THERE ARE NO WARRANTIES EXPRESSED''OR IMPLIED" "THE SELLER HAS NOT LIVED IN THE'HOUSE AND IS NOT AWARE OF THE CONDITION OF THE PROPERTY BEING SOLD UNDER THIS CONTRACT" Purchaser agrees.to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor'uritll the full purchase price Is paid. Feb. 3rd 98 Purchaser shall bT entitled to take possession of the Property on ,19 . 'Cross Out One. ' NTF rAic : /� �� Z FORM NO. 985-A .. 7B yD /o Q 6ZJ RFiC11l1�mr t � � � a� , Stock No. 26273 ! (L as 3 1 /",1 '`° a�° of FILED 3 DEC 0 8 1997 69596 _:_ 6 KOM H. CERTIFIED SURVEY MAP NO 3393 s VOLUME 12 , PAGE 3393 v ' 97 I v THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 SECTION 34, TOWNSHIP 29 NORTH, RANGE 15 WEST, ,r l r TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN not ,e 1 - 0 SEC.3 �*' SCALE: 1"=200' �F"' OWNER: HUDSON DIESEL, INC., MPPP D 3 � { nuil and volidb6 I W 0 100' 200' 400' CHRISTINE SEIDLING, TRUSTEE DRAFTED BY: EAU CLAIRE. 54703 l r Io ` UNPLATTED DONALD M. CLARK, RLS LANDS i z S 89'48 E- 4 1318.30' 9 n -- n I � wsr'. .' NW. COR. SE —SW NORTH LINE Of THE SE 1/4 — SW 1/4 NE. COR. SE —SW r LEGEND V jrD 7' I '0 GOVERNMENT CORNER (AS NOTED) OUTLOT • SET, 3/4 "X24" REBAR g 224,856 SQ.FT.(5.16fAC.) TOTAL o i^ ! * PER LINEAL FOOT. W W 3 3 E 659.32' DRAFTED BY. 329.66' 329. Li Donald M. Clark J� I I i i 6' � N Jf,23 I I � �A Cd o 0I 1 cli V) M� g ,x,23 � 0 1 I �23c ' N �� LO 1 N I N � 876,284 0.FT.(20.12±AC.) TOTAL g' LOT 2 W 1 10 LOT 3 21,77 SQ.FT.(0.50±AC.) RW �2 1--: C6 I Zi I F ' C1 85 11 SQ.FT.(19.62±AC.) LESS RW w 1 o I z ' -d • ° ° °•� ro�da w °z I I to Z N �'� °• `• "��.....•a"••.S /4, 3 ° w 1n I Oi l ° w • ♦ �3 3 w 3 a *�♦ o Z aI I ~ Z '1r m • DONALD s CLARK : $ a a¢ z l I a a a �o W C 5 d y }� H 0! 1 1 +l i t +I c ir ; MENOMONIE, : °" �I 3 I y tz 1i VVI LL: wl �oj •••••wuw'•'� O• Z ' "• �URV , ` °° �t v (n°` cn I o 1 V) (n v �I z �I I r- M d N I I rn * N � J S ETBAC K ri K UNE 133' FRO CENTE RUNE (100' FROM R \W) 33' o o - I n N 89'41'39" W 1319.59' SW. COR. SE -SW 659.79' 329.90' 349,90' 659.81 - - ------ - - - - -- �--- N 89'41'39" W ____ j319.63' 329.91' 319 63' 329.91 329.91' ---- 319.63 N 89'41'39" W SOUTHWEST CORNER 2639.26' SEC.34, T29N, R15W SOUTH 1/4 CORNER FND CONC. NAIL UNPLATTED LANDS SEC.34, 9N, R15W FND COUNTY MON. CEDAR CORPORATION AVENE ME I MONIE, W154 O 751 (715) 235 -9081 PAGE / OF Vol. 12 Page 3393