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HomeMy WebLinkAbout024-1032-30-200 /wiswrsln Department of Commerce PRIVATE SEWAGE SYSTEM Count Sa 94 Butldngs Division . Croix ' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar Permit No.: Personal information you provim may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)). 3' 4934 Permit Hold Name: ❑City ❑ Village own o : State Plan ID No.: ustrum, Jeremy Pleasant Valley Townsh ip fa A*6 Ib� s IZ 3l6 T 8M E ev : Insp. BM Elev.: BM Description: ' Parcel Tax No.: 3 " � o2.6o o2 .(oa p In rF 11G = GSi 6m 2 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Wc-t5e-2 Qub row Beth k j _-q oaf 3`� 0Z.( ' Dosing l-y _ o " A S m 3.01 101.3 Z' Aeration Bldg. Sewer Holding t �Inlet 10 1&- A0 I. - Z • 94.zb' TANK SETBACK INFORMATION St/ Ht-Outlet — TANK TO P / L WELL BLDG, Air t take ROAD Ut Inlet Septic �2f' (.jE) I S r NA Bottom lobes I - 4 .3r 04.35 Dosing - r, 25' NA Header IoS•' 2.48 1 Aeration NA Dist. Pipe (- 10 S". 2.82- oz .9b Holding Bot. System �d 3 • `E$ 3 • o 2 . of ' PUMP/ SIPHON INFORMATION Fi al Grade Manufacturers Demand ST fob •� (o.�d aD. I D� t � b, Model Number = 1 40 �' GPM A4 -e vA 1-1 � . 4( log 'To I TDH I Lift 1,,,I. Friction,. S tem ,2 TDH 23.3 Ft A �� , gw� 5.38 i:4 4t t o (- 3 Z Forcemai n Length 1576 1 Dia. 2 u Dist. To Well SOIL ABSORPTION SYSTEM E / Tii�MEH width r Len th Of s PIT No. Of Pits Inside Dia. th DIMENS �o I I SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHIN adurer: SETBACK C ER INFORMATION Type , M um r: System: Maa 15 * OR UNIT DISTRIBUTION SYSTEM L-44o4cw_ Header/Manifold r/ Distribution Pipe(s) `` q �� x Hole Size x Hole Spacing Vent To Air Intake Length Dia. a Length 3 ` )ia. Spacing 3( , �/ Z N 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 No 1 COMMENTS: (Include code discrepancies, persons present, etc section 41: l0 31 % Inspection #2: H /oI / ob VA J Location: 132 County Road T, Hammond, WI 54015 (NE 114 SE 1/4 28 T28N R17W) - -Lot 1 1.) Alt BM Description = 69"01�_'P �- 2.) Bldg sewer length= 15"' a Couer - amo cover= (8 Se 3.) contour �.Z3 �(. 1 - u n ? j x ,, bI �...iC�S L"&i. � r " � - _ - a � U Plan revision required? ❑ Yes No 03 o I / Use other side for additional information. 3 01 (P SBD -6710 (R.3/97) Oat Inspedo ' Signature Cert. No. I rscons ,,,,,entofCommerce PRIVATE SEWAGE SYSTEM County: Safety 2r , Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)I. 374934 Permit Holder's Name: ❑ City ❑ Village ❑ T wn of: State Plan ID No.: Austrum, Jeremy Pleasant Valley Town hip CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: 4 " TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic "'00 Berm / Dosing c 32 Bldg. Sewer 77--T Hold'ng / Ht Inlet q TANK.SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet --- Air Intake Septic ZS" / NA Dt Bottom ID 14 '35 8q- 3 Dosing t u — NA Header / Man C14 NA Dist. Pipe ' a O Z , Holdiog Bot. System (A) ;•�t8 3' PUMP/ SIPHON INFORMATION Finn} @6iWg Manufacturer Demand 6 •�� ca / Model Number ,� I`4o 4D GPM A-4 .B V` TDH Lift" ,L 6k Lrictio System 2 TDH �'U Ft /�l �• g h� ,r, 3$ (o t • 3 ' F acl Forcemain Length \5b' 1 Dia.. 2 « Dist. To Well , SOIL ABSORPTION SYSTEM IMENRI T Width L , Length r .Of e PIT No. Of Pits Inside Dia. Liquid Dept L DIMENSION SYSTEM TO P / L I BLDG WELL LAKE / STREAM LEACHI Manu adur SETBACK CHAMBER Mo INFORMATION Type Of I `_ e ______- System: S DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) .JL i µ x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length 3 4- 0 Dia. � /c Spacing 3 ' o 3 tc _Z II - SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over FBed h Over xx Depth Of xx Seeded / Sodded xx Mulched Bed /Trench Center Tren ch Edges Topsoil C] Yes S El No ❑ Yes E] No C l�, od d, ancie r s tc i nspecti on : in j3 u spec ion Location: 132�C ounfy )�oa 1', �iamonS 1/4 SE 1/4 28 T28N R17W) - - ot ��^ 36 1.) Alt BM Description ��-� 2.) Bldg sewer length = lS, 0 - amount cover tf 3.) contour 23 'x• ;� _. /� i � IDl• a +�e454 s� ��`� r1 ./ ' Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: �. R .. If � � C -f^ t g E 8 ' F E < � a � 5 s � �v_ P } I g ` I 1 g 3 r g# F 32 I Safety & Buildings Division Sanitary, 1 201 W. Washington Ave. PO Box 7302 vi sconsin In accord wi • 83.21 Wis. A e Madison, WI 53707 -7302 Department of commerce Personal information y ide`or s y purposes (Submit completed form to county if not [P i Law, k.. )] ua state owned. Attach com lete plans to the countyktW only) for the s ste a t less than 8 -1/2 x 11 inches in size. County f , State Sanitary Permit N ec i vi ' pre ' application State Plan I. D. Number 7 T CRO Terms /0 �i3ib I. Application Information - Please Print all Infor COUNTY Location: Property Owner Name f Pro erty Location ' n r� e' /Q CM / � U / /e U ,2 z ' W JZ4 l /4, S .Ad T ei ,N, 11 o Property Owner's ailinngAddress J,� Lot Number Block Number (�. J d ys` City, State Zip Code Phone Number Subdivision Name or CF0,&1u 1bgr��� 3 �y II Type of Building: (check one) �p / 5 ❑ Cit y- l03 - 30 Z 9K 1 or 2 Family Dwelling — No. of Bedrooms: Lti � ( U 1 ❑ Village �, �` ❑ Public /Commercial (describe use): Town of a7 -W ! 7 oie, &_ ❑ State -owned L ,C f3 /fit f�u-e III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Ndl aresL . RLoad A) 1. 901ew System 2. ❑ Replacement 3. ❑ Replacement of 4.. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ❑ Non - pressurized In- ground 6Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -gr , ❑ Aerobic Treatment Unit ❑ Recirculatin Others a-t IM .5 X -+S , (4 D = 5 V Dis ersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): MP/MPRS No. Business Phone Number r - 7 tln Plumber's Address (Street, City, State, Zip Code) VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination - - S7 _ .- 66 d IO Q_ 6� 41 , r�,, IX. Conditions of Approval /Reasons for Disapproval: / > 'f- %�j �i 7Y 49� /� -a,/� �a. <. cO1 ,pCt /vlGLft Gc'Ca fTli✓t i �S rC Cd m h, e7uG�c2r� �►�- 5 Safety and Buildings 4003 N KINNEY COULEE RD ' LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 15, 2000 CUST ID No.691727 ATTN.• POWTS INSPECTOR ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 101 CARMICHAEL RD RIVER FALLS WI 54022 12 I SON WI 54016 RE: CONDITIONAL APPROVAL Identifi n hers PLAN APPROVAL EXPIRES: 08/15/2 T ansaction ID No 2316 2000 Si e ID No. 196582 SITE• 37 CHOfx lease refer to both identification numbers, couNrr hove, in all correspondence with the agenc Site ID: 196582, Jeremy Austrum ZONING OFFICE St. Croix County, Town of Pleasant Vall j , c NE1 /4, SE1 /4, S28, T28N, R17W �` %G -�.r1` FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 754311 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A septic tank filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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 comtruction/installation /operation. ARTHUR L WEGERER Page 2 8/15/00 i 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 07/28/2000 r FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSMART Code: 7633 I Safety and Buildings y 4003 N KINNEY COULEE RD MA LACROSSE WI 54601 -1831 - - TDD #: (608) 264 -8777 isconsin www.commerce.state.vkus Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 15, 2000 CUST ID No.691727 ATTN.• POWTS INSPECTOR ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL �2 _71 T PLAN APPROVAL EXPIRES: 08/15/2002 '�� Identifica s TrAiisaction E N .412S16 j o ite' No. 196582 A e refer to both' identification numbers, SITE: - -{ t ^ a in all correspondence with the agen Site ID: 196582, Jeremy Austrum. — > CdQf� St. Croix County, Town of Pleasant Valle T ` ( >A I NE1 /4, SE1 /4, S28, T28N, R17W ZONING OF 10E FOR:` (9 Description: Three Bedroom Mound System Object Type: POWT System Regulated Object : 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A septic tank filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. < ARTHUR L WEGERER Page 2 8/15/00 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 07/28/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim@commerce.state.wi.us WiSMART!code: 7633 TITLE SHEET Page l of 7 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P LOCATED IN THE NE 1 /4 OF THE SG 1/4 OF SECTION ZS ) T N, R 1 W, TOWN OF ��� PrS PcLLt�� , S1-, e,�?.� `X COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 4 s9 �� c F A A �� !F ` v PREPARED BY WEGEE:ZEF:Z SO 2 L . TESTING AND. DES 3: GN ST_=F2V S CE P.O. Box 74 421 N.Main St. �N River Falls, WI 54022 Phone 715- 425 -0165 •��CONSI� Fax 715 - 425 - b4.. � w . � � di ti oliallY C 1 0.01506 �r (� tt� �Lsw«,r „, t wrs. ,� .. GOMK EhCE I G k^n.,.. � tME�T OF gU►LO�NG�c ,�,� C`S' � � pEpAR SAF A pNIS►UN g�'��OOMN�� sEE c��K� JOB NO. SYSTEM.MANAGEMENT Page Z of - 7 Management and maintenance of this system is critical to its proper operation and longevity. The system owner must be provided with a complete set of plans including the management section. GENERAL Proper functioning of any type of on -site waste disposal system is dependent on the amount of water entering the system and the quality of the water. The lower the volume of water and the lower the level of contaminants, the more efficient and longer lasting.the system will be. Typical system components include a septic tank to settle out and break down solids, an effluent filter at the septic tank outlet.to filter out small particles, a pump tank with an effluent pump and controls and an absorption cell to dispose of the water in a manner which will protect the groundwater and public health. I RECOMMENDATIONS 1. Install water saving devices when and where possible. 2. Repair any water leaks as soon as possible. 3. Do not pour greases, oils, chemicals such as paint or paint thinners into the system, 4. If you have a garbage disposal, use it sparingly.. 5. Do not dispose of any paper products other than tissue into the system. 6. Try to avoid excessive of water in short P eriods of time Spreading clothes washing throughout the week is recommended. MAINTENANCE I. The septic tank should be inspected by a licensed pumper every .three years or less and pumped if necessary to remove solids and scum. 2. The effluent filter must be cleaned periodically to remove any accumulated particles. It should be washed back into the septic at 6 month intervals or as per the manufacturer's recommendation. 3. Periodic inspections at the observation pipes should be made by the owner to determine if any ponding is taking place in the absorption cell. Also check for any seepage to the ground surface. If consistent ond'n d licensed p i g or seepae is note a li nsed plumbe r should be contacted. ga 4. This sytem.contains an alarm which must be installed on a separate circuit from the pump. If the alarm activates, minimize water use and contact a licensed plumber immediately. CONTINGENCIES Monitoring of the volume and effluent quality may become necessary if problems develop. Monitoring must be done as per the requirements of COMM 83.54(2). Pumping and disposal of wastewater by a licensed puper may be necessary while analysis and repairs are made. 1. Failed mound systems may require removal and disposal of the existing sand fill and replacing it new sand or installing an aerobic pre - treatment unit to reduce or eliminate any clogging mat .that may be present. 2. In- ground soil absorption systems or at -grade systems may require the installation of an aerobic pre - treatment unit or replacement of the system. Additional site and soil evaluations may need to be done and additional plans may need to be, prepared and approved by the Safety and Buildings Division of the Department of Commerce. PLOT PLAN Page 3 of � /Scale 1"= 3p' F I t COt.�tpVtt fit. lop, S' s'N �Ljoz,z' 6'� J \ dp eL ate S1 P L4 puc � o ►� or e��n -tz- ��� \ 8M l s v' t7s9a 6 1000 -t:- — . i Ob n' oN 1" ltiGH-; 3ty"b11"ve. P! Pt w / L - f''n . i NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be l 000lboo gallon capacity manufactured by J W ?% C-rs w /Z-" L1. LJ F UQ JT Ft LrL� 4. Bench marks Sk PcBo UE 5. Divert surface water around system to prevent ponding at the uphill side. Pace t 4 Of Approved Synthetic Covering ASTM C33 Distribution Pipe Medium. Sand H G Topsoil c =__ -�� F Elev- )t7 Z 3 E ' b % Slope Distribution Cell of Force Main Plowed 2" to 2 Aggregate From Pump Layer D 1, Ft. E 2 -CA Ft. CROSS SECTION OF A MOUND SYSTEM F 0 - Ft. 6 o.S Ft. A Ft. H \. e Ft. Linear Loading Rate= �0 -' /LN FT B --) S Ft. Design Loading Rate= ©. /SQ FT Ft. B Ft. K \ Ft. Awe Position L O�"1 Ft. of Force Main W Z Ft. L I • I t - Observation Pipe " � — --- - - - - -- ------- - - - - -- - - - - - -- S ax c A �- T -- - - - - -- �Distribution �-- Cell of 2" to 2. " Pipe aggregate , Observation' Pipe (Anchbr securely) 1 PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout page 5 of - 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of Iona tum or 45* fitting to a point within six inches of the final grade. Terminate the ends of the Iaterals with a valve cap or threaded plug. Provide access from final grade for the valve; threaded cap or threaded plug. T` t P c� L C% S k1 19 Fvc FVC. wC Lateral Manifold Lateral X x x x x/2 x!Z x x I z I x Lateral Length — Lateral Length — P Distribution Line ftc six ht's1.11Fd� ' ti'DQe.� hfy1N P 37 Ft Hole Diameter 3) J6 Inch - S Ft. Lateral fy Inches) 3 � . X -2 '4 Inches Manifold Z - Inches Force Main " Z Inches # of holes /pipe 19 Invert Elevation of. Laterals ' lol -7 Ft. Sb.L6 6�*l - Combination Sep'tic:Tank and •, M PUMP CHAMBER CROSS SECTIOKI AK)D SPECIFICATIOKIS' PAGE .OF 7 NEWT CAP WEATNEK PROOF JuIJCTIOLI BOX . ti C.I. VEKIT PIPE APPROVED LOCKIMC, 110' FROM DOOR, rWDwu MAIJHOLE COVER wi :iINDOW OR FRESH wAR fJIUG Lt�gEL,. »8P�g1o►J P►PE ALP, IIJTAKE � ►� /fawn a N-r GYP t I W MI IJ. IV -� 'PROVIDE I - - - -- IIJLET „!�' = 7�AIRTIGHT SEAL BIaFF��S I I I v Approved z�- u�-' A I f 1 Approved joint w/ I f11 joint w/ ALARM PVC pipe PVC pipe >s - f II I i I I om c i LLEY. FT PUMP 1 __ OFF D COIJCRETE tM c I .00 8tc - R EXIT PERMITTED OQLy IF TA MA IJUFACTURER HAS SUCH APPROVAL — I 3� SEPTIC F SPEC 11 DOSE WMBER OF TA1JK /r1ALJUFACTURCR: �Z �U ° �-►Z� DOSES: PER DA4 TAWK SIZE: uUO 6 00 GALLOUS DOSE VOLUME z ALARFI MAUUFACTURCR: S •S �'�- '� S`�S'C�• S IAICL BACKFLOW: b GALLON: MODEL QUMBCR: CAPACITIES: A- !sL__ IUc NEs OR 301 GALLOys SWITCH TAPE: _ � B= Z IMCHES ' S G(LLOIJS PUMP MAWLIFACTURER: _ 61. p C INCHES OR CALLOUS MODEL WUMHER: X • D= � IAlGHES OR � � GALLOWS Ls(Z2 ,n�- = 6 U 3.3 SWITCH TYPE: - ► I' NOTE: PUMP A)JD ALAR ARE TO 5E MIIJIMUM DISCKARGE RATE So` L GPM INSTALLED OM SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEIJ PUMP OFF AUD..DISTRIBUTIOIJ PIPE.. -)0 FEET + MIUIMUM uETWORK SUPPLY PRESSURE ; 3 ZS FEET f FEET OF FORCE MAIN X S ( D - F YoF1,FKICTIOU FACTOR.. 1 - Z O FEET TOTAL OtIUAMIC HEAD = FEET As per manufacturer i6, gal /in. Liquid depth } 14 l Ci 4 13/16 r 7 7/16 W W HEAD CAPACITY CURVE MODELS 137/139 L- s 1/e MODELS 137/139 Ft. Meters Gal. Ltrs. ° e 5 1.52 93 352 ° a 13/16 zs 10 3.05 79 299 zo 15 4.57 64 242 6 20 6.10 36 136 ° , 1/r - 11 1/2 NP 3 25 r 7.62 8 30 0 ` 137, 9 30 9.14 - - 0 10- Lock Valve: 26 ft. 2 5 � Q/ 1`•'' O I 0� • U.S. GALLONS 10 20 30 40 50 60 70 80 90 10 0 110 LITERS 80 160 240 320 0 1 I 4 0 FLOW PER MINUTE 1 SK373 _ 009921 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200/208V, 230V or 460V. • Variable level control switches are available for controlling single and three • Electrical alternafors, for duplex systems, are available and supplied with phase systems. an alarm. • Double piggyback variable level float switches are available for variable • Mechanical altemators,.for duplex systems, are available with or without level long cycle controls. alarm switches. • Over 130 °F. (54 °C.) special quotation required. • Combination starters are available for 3 phase pumps. • Refer to FM0806 for 200° F. applications. • Control alarm systems are available for 1 phase pumps. 137 Series - 47 lbs. 139 Series - 51 lbs. SELECTION GUIDE Single Seat Control selection Lisdn s 1. Integral float operated 2 pole mechanical switch, no external control required. Model Volts -Ph Mode Amps Simplex Duplex CSA UL M137/139 115 1 Auto 10.7 1 or 1 & 8 - Y Y 2. Single piggyback variable level float switch or double piggyback variable level N137/139 115 1 Nan 10.7 2 or 2 & 7 3 or 5 & 6 Y Y float switch. Refer to FM0447. BN137 115 1 Auto 10.7 - Y Y 3. Mechanical alternator M - Pak 10 - 0072 or 10 - 0075. Refer to FM0495 D137/139 230 1 Auto 5.8 1 or 1& 8 - Y Y E137/139 230 1 Non 5.8 2 or 2 & 7 3 or 5 & 6 Y Y 4. Combination Starter. Refer to FM0514. H1371139 200 - 208 1 Auto 6.2 1&8 Y N 5. See FM0712 for correct model of Electrical Alternator E -Pak. • 1137/139 200.206 1 Non 62 T& 7 3 or 5 & 6 Y N 6. Variable level control switch 10 -0225 used as a control activator, specify duplex J137/139 200.208 3 No, 2.6 2&4 3&4 or 5 &6 Y Y (3) or (4) float system. F1371139 230 3 Non 2.6 2&4 3 &4 or 5 &6 Y Y • G137 460 3 Non 1.4 2 &4 3 &4 ors &6 N N 7. Four(4) hole J junction box, forwatertightconnectionforhardwiredsimplex 6139 460 3 Non 1.4 2&4 3 &4 or 5 &6 N N operation, 10 - 0002. • No molded plug - Single piggyback switch included. 8. Two (2) hole J - Pak, for Watertight hardwired Pconnection or splice, 10 - 0003. Pumps must be operated in upright position. CAUTION Three phase units require a control switch to operate an external magnetic or combination starter. All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be Pigg For information on ackVariableL evei additional Floa Zoeller products refer to catalog on Combination starter, FM0514; followed including the most recent National Electric Code (NEC) and the ybeveFloat Switches, FM0477: EIeLKricalAltemator ,FM0486; Mechanical Altema- Occ and 0 tor, FM0495; Alarm Package, FM0732; and Sump/Sewage Basins, FM0487. P Saf ( RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO. P.O. Box 16347 Louisw7ie,KY 40256-0347 Manufacturers of.. SHIP TO. 3649 Cane Run Road �� Louisvine, KY 40211 -1961 QuaurrPunivs SHOE /�� (502)778 -2731-1(800) FAX (502) 774.3624 F TOTAL DYNAMIC HEAD /CAPACITY w t HEAD CAPACITY CURVE EFFLUENT ANDINDEWATERINC A a MODEL 137.139- 140-4140 G MODELS 137/139 MODELS 14 140/4140 45 0 Ft. Meters C.I. Ltm C.I. Ltrs. S 1.52 9] 152 94 156 D ^� 12 - 79 0 10 1.0.1 299 90 N/ 1404140 is s.57 ea 242 63 11{ 3 5 - 20 e10 10 136 71 276 10 25 7.52 s w w 21a o 1 1/2 - 11 1/2 NPT J0 10 9.14 _ _ 51 201 Q 137.139 .vs 10.67 42 161 2 1 25 _ p 10 1219 10 114 Q 45 11.72 1{ lack V.1_. 26' {6' tv 15 E d a 2 10 I I F 2 5 SK373 0 009921 A B C D E I F A.S. GALLONS 10 20 30 40 51 60 1 70 00 90 loo 110 137/139 4 314 1 7 318 1 8 1/8 1 4 3/4 1 12314 1 4 LITERS 80 160 4 320 400 140 4 314 8 5116 813132 4 3/4 15 6114 D FLOW S �NU� �O 4140 4 314 1 8 5116 1 8 13/32 1 4 314 1 18 2MI21 61/4 FACTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200/208V or 230V - 137/139 Models. • Variable level control switches are available for controlling single and three • Electrical alternators, for duplex systems, are available and supplied with phase systems. an alarm. • Double piggyback variable level float switches are available for variable level • Mechanical alternators, for duplex systems, are available with or without long cycle controls. alarm switches. • Long cords are available in lengths of 15-25 -35-50 feet. (Maximum 25' length • Combination starters are available for 3 phase pumps. for 14014140 models @ 115V) • Control alarm systems are available for 1 phase pumps. • Over 130 (54•C.) special quotation required. 137 Series - 47 lbs. 139 Series - 51 lbs. 140 Series - 53 lbs. 4140 Series - 73 lbs. ' Refer to FM0806 for 200• F. applications. sing Seal Control Selection Lkfl Model volts -Ph Mode AMPS Simplex DUpkx CSA UL M137/139 115 1 Auto 10.7 1 or 1 & 8 Y Y SELECTION GUIDE N1371139 115 1 Non 10.7 2or2 &7 3or5 &6 Y Y ` BN137 115 1 Auto 10.7 2 - Y Y 1. Integral float operated 2 pole mechanical switch, no external co required. 2. Single piggyback variable level float switch or double piggyback variable level D1371139 230 1 Auto 5.8 1 or 1 &8 Y Y That switch. Refer to FMO447. E1371139 230 1 Non 5.8 2 or 2 & 7 3 or 5 & 6 Y Y 3. Mechanical aftemator "M -Pak' 10-0072 or 10 -0075. H1371139 200.208 1 Auto 5.5 1&8 - JNN 4. Combination Starter. Refer to FM0514. 11371139 200.208 1 Non 5.5 2&7 3 ors & 6 5. See FMO712 for correct model of Electrical Aftemator'E4 F1371139 230 3 Non 2.6 2&4 3&4 or 5 &6 SP�fY p J137/139 200200 3 Non 2.6 2&4 3&4 or 5&6 6. Variable level control switch 10 -0225 used as a control activator, duplex ' G137 460 3 Non 1.4 2&4 3&4 or 5 &6 (3) or (4) float system. G139 460 3 Non 1.4 2 &4 3&4or5 &6 7. Four (4) hole'J-Pale, junction box, forwatertlght connection orwired -in simplex or 2 pump operation, 10 -0002. 14014140~' MODELS Control Selection Liatin s 8. Two (2) hole 'J -Pale, for Watertight connection or splice, 10.0003. Model Model Volts -Ph Mode Amps Simplex Duplex CSA UL N140 N4140 115 1 Non 15.0 2or2 & 7 3 or 5 & 6 N N E140 E4140 230 1 Non 7.5 2 or 2& 7 3 or 5& 6 N N SE140 SE4140 230 1 Non 7.5 2or2 &7 3or5 &6 N N 8N140 SN4140 115 1 Non 15.0 2 or 2& 7 3 or 5& 6 N N CAUTION No m okled p4 P"oNi` swdal i Dou All installation of controls, protection devices and wiring should be done by •" bb seal pwry7s are available with opbalal masture sensors. Seal Fall indicator IigM avaiFable in NEMA 1 or NEMA 4X o0rmd parcels. a qualified licensed electrician. All electrical and safety codes should be Pumps must be operated in upright position. followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). Three phase units require a control switch to operate an external magnetic or combination starter. For information on additional Zoeller products refer to catalog on Combination starter, FM0514; Piggyback Variable Level Float Switches, FMO477: Electrical Atiemalor, FM0486; MechanicalAltema- tor, FM0495; Alarm Package, FM0513; and Sump/Sewage Basins, FM007. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. z MAIL TO: P.O. BOX 16347 Louts KY 402560347 Manulaclurersof.. � SHIP T0: : 3649 Cane Run Road Louisviffe, KY 40211 -1961 Qvaurr Allows s vcE /9�9 PUMP l0 (502) 7782731.11800) 928 -PUMP FAX(502)774 -3624 Wi: onsin Department of Industry, SOIL AND SITE EVALUATION Page 3 Labor acd Human Relations � J 9 — of Oivis - ''th of Safety & Build'ings ■ F in accord with ILHR 83.05, EVALUATION ."A�ade COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. PI list inclu 1 1 s sT ] not limited to vertical and horizontal reference point (BM), direction and % o sloe 4e or �r PARCEL I.. # dimensi north arrow, and location and distance to nearest road. ' '' fir, f :3 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATIO �k „', CO 1� EYI Y D E C O ' VI '� PROPERTY OWNER: W Wt,,SW;j Nu s TV- =Rn 13v �- = Z t;1-t k � Sl'fZU wt N ' $ T ? `d ,N,R `l E (w) W) PROPERTY OWNER':S MAILING ADDRESS • LOT #� \ t 0¢KP 0118 E OR CSM # 1�l % ?-q � \'e-z) ” M 'i - - CITY, STATE ZIP CODE PHONE NUMBER ❑CITY [ ®TOWN ' NEAREST ROAD l sglI S W 68y_ 39.32 L [� New Construction Use [>C] Residential / Number of bedrooms 3 [ J AdditiQn to existing building j J Replacement (] Public or commercial describe Code derived daily flow LtSo gpd Recommended design loading rate - bed, gpd/0 - trench, gpd/ft Absorption area required bed, ft - trench, ft Maximum design loading rate • S bed, gpd /ft2 .(o trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/ site considerations �If�l�lT �RJV�/ w /2tr'Pvtet =r ytovr - Parent material 1-.0 —_ ,s -(zvt--n e, 1 T��� Flood plain elevation, if applicable ►y It S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem 11 S L�U C3 S ® U ❑ S B U 131 S 21 U EIS J) U [IS ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounclary Roots GPD /ft in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. Bed I Tw& 31Z '0001 Z g:z..o I.��t �l� siI 3�sbk oQ s h �S lv� • S •� Ground 3 zi -Z:7 - .S `llzyll� �.S'-t� elev. ° i9. 6 It y AO01tZ S/I Depth to limiting factor Zp4 Remarks: k Boring # S , L $ -va l 0 `1 R 31(0 Z 3 zo -ul 11) `t z S l i C - - f s Lf r"5, J's C)Y-, Ground elev. \ •O It Depth to limiting factor � Remarks: 7 CST Name - - Please Print Phone: Arthur L. We erer 715 425 - 0165 egerer Soil Testing & Design Service -P.O. Box 74 River Falls,WI 54022 Signature: Date: CST Number: 220254 PROPERTY OWNER USI V M SOIL DESCRIPTION REPORT Z Page — of 3 PARCEL I.D. tt 0 IL- _n Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Bo Roots _ ed Trench Z`F J4J12 J �S 2v F S .la ................. Z � -16 t o `-f R 31(� � s i I Z`� s �1�c vvL �ti-- cs 1 v � • s . 6 Ground 3 16 -uu \0`tiR Syl S yt�. s l�, c 1 0 h�► ' °► ft. i Depth to limiting factor 6 i t Remarks: Boring # Li Ground elev, j — ft. ! Depth to limiting factor i Remarks: Boring # I I Ground elev. it. Depth to J limiting factor � Remarks: 3oring # around ;lev. ft. )epth to imiting actor Remarks: _ PLOT PLAN Page 3 of 3 SCALE 1 "= 3 �o� p c a.3 �y e VS ;' �"I 1�-t - � L oo - � ` oNl �" tai GH=Q . 31 Y'`�j t���:°_ P? P�. �� f �= '''l•! . I \3wtttZ t= t.loz. (z' 1pk K I � I x tX \ST) N 6 ),v `'LL I // ZZOZs� f 715 ) 475 -t1j A5 CST Signature Date Signed Telephone No. CST # Wiscconsin De rtment of Indus laboCLndHuman Relations °�'' SOIL AND SITE EVALUATION REPORT Page of Y r . ,,7ivion of Safety &Buildings in accord with ILHR 83.05, Wis. Adm. Code y" COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. o Z lE _ 10:3 1-16 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION PRI �BY PATE C PROPERTY OWNER: R�`3 �'�-T S?� �v3� Q,N PROPERTY LOCATION Z3U L-t Z :.f F�j znzjj m ZGVr -I O,T N t, 1/4 SC 1 /4,S ZS T - 1b ,N,R \`l E (orl WD PROPERTY OWNER':S MAILING ADDRESS. LOT # BLOCK # SUBD. NAME OR CSM # 1 11 e� 1ZD " )'j - CITY, STATE ZIP CODE PHONE NUMBER []CITY LJVILLAGE ®TOWN ' NEAREST ROAD L J I SgaI S ( bay- 39.32 - P L. SP,�./T' VNL C ' - 7 [�q New Construction Use (>CJ Residential / Number of bedrooms 3 [ J AdditiQn to existing building (] Replacement (J Public or commercial describe Code derived daily flow 4310 gpd Recommended design loading rate - bed, gpd/ft - trench, gpd/ft Absorption area required - bed, ft - trench, ft Maximum design loading rate • S bed, gpd /ft - trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design /site considerations "YA'i � U rNt T Parent material Lo �s avert I\ - T - vL�- Flood plain elevation, if applicable >y A ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN R HOLDING TANK U= Unsuitable fors stem [IS OU EIS D U [IS B U [IS ,®U I 11 S 91 U 0 S ® U SOIL DESCRIPTION REPORT Consistence Texture Roots Boring # Horizon Depth IDominantColor Mottles I Structure I GPD /ft Barrlaty in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. BW Tme ch 3 Lz 1 Sly Z `�Sbiz age �S �U`� S •�, w Z g_Zo LbLtlZ L - sii 3`�sbk e� s11 cS 1v� • S d_ Ground 3 ZU L� - 7 -S L lrL- Vf `�.S -f R - SL'C. � �c elev. g ZZ -SJ .COL - tiZSh c O'er Depth to limiting factor Remarks: Boring # o - �z3lz �- � 1� z�F �s1� �S Ivy .s •� Z $ Zb l 0 L 1 R- 316 s I 1 Z `PS h IK Wl `r V'� S. cS .. 3 Lo -�Il l0 L,� R S !) � Z- ) •$ X 125 1 ° e., ow, ril � i - 1vP . Z Ground elev. % W-13 ft Depth to limiting factor Zi a Remarks: =Name:- Please Print Phone: Arthur L. We erer 715 - 425 -0165 egerer Soil Testing & Design Service -P.O. Box 74 River Falls,Wl 54022 Signature: 9c) Date: -G _I 9 CST Number. ' l ''�� ( 22025 E PROPERTY OWNER SUS riL Uwt SOIL DESCRIPTION REPORT page ?of 3 vW PARCEL I.D,# O ( U 3Z - 3c) Boring # Horizon Depth Dominant Color Mottles Texture Structure C GPD /ft in. Munsell consistence Roots Qu. Sz. Cont. Color Y ::. Gr. Sz. Sh. Bed Trench >; `11 I �' 0_8 t Z Z — si � Z,`E' �b►z 7 S 11 Z`� S �1�c w► ��-- c.s l u �- s . 6 Ground 3 16 -11u �O`jp S/1 e� elev. •S q ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. I Depth to limiting , factor I Remarks: Boring # 3 ?o i Ground elev. f t. Depth to limiting i factor Remarks: 3oring # around I ?Iev. ft. )epth to imiting actor Remarks: _ I PLOT PLAN Pa of 3 t' _ SCALE I"= 3O ' �/� • '25 \ f' C I r cl }— lti � X �t.tOo -o`aKj - j"El'1GtF� - 31y��R �.loz.(c) I �g -18 q - Z s �� t� t, �l Z. ��E.t.i -� , - cZ c i 715 ) 425-0 n 5 CST Signature Date Signed Telephone No. CST # ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer C;�'PM -A ,l�1 Mailing Address I k1) � ��i i; '�� C c C �� � ;Yl✓� Property Address 13a CZ % — ., n (Verification required from Planning Department for new construction) City /State e-':— ,,,��c Parcel Identification Number y LEGAL DESCRIPTION Property Location NE ' /a, E ' /a, Sec. �, T N -R2W, Town of Subdivision , Lot # Certified Survey Map # 2 '93o , Volume ! , Page # Warranty Deed # 4 2 / 72 , Volume /.� Page # o �� g Spec house ❑ yes O� Lot lines identifiable -KL 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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. S NATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. �4: t�� n' / / - -1 IGNATURE 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 VOL 1515 PAGf 131 KATHLEEN H. WALSH Document Number Q UIT CLAIM DEED REGISTER OF DEEDS ST CROIX CO., WI RECEIVED FOR RECORD Robert Austrum and Sharon Austrum, husband and wife, 05-31 -2000 11:00 AM quit- claims to A rerun Austru a single person, the OMIT CLAIM DEED following described real estate in St. Croix County, State of EXEMPT N e Wisconsin: CERT COPY FEE: COPY FEE: TRANSFER FEE: RECORDING FEE: 10.00 PAGES: t Recording Area Name and Return Address nod ,Ekr � stfAkoAI A LL T lvlr 0o. Rck. /t'] qA , q M0tiut.�, 024- 1032 -30,- 50,-60 (Parcel Identification Number) Part of the Northeast Quarter of the Southeast Quarter (NE'h of SE %) and part of the Southeast Quarter of the Southeast Quarter (SE' /. of SE %) of Section Twenty -eight (28), Township Twenty -eight (28) North, Range Seventeen (17) West, Town of Pleasant Valley, St. Croix County, Wisconsin, more particularty described as follows: Lot O 1) of Certified Survey Maps filed May 11, 2000, in Volume of Certified Survey Maps, at Page 3$42 as D ocument N o . 62 2830_ together with and subject to that certain Joint Driveway Easement Agreement dated April 24 and recorded April 26, 2000, in Volume 1505 of Records, at Page 606, as Document No. 621943, office of the Register of Deeds for St. Croix County, Wisconsin. This is not homestead property. Dated this day of 2000. bert Austrum * Sharon Austrum AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ST. CROIX COUNTY I � Personalty came before me this tlay of 2000, the above named Robert Austr $p¢ Varon authenticated this _ day of 19_ Austrum to me known to be the person(sl'Elg gµGer� the for instrument and a wledg9ttfQSar'r7 r signature $ � ef f~ type or print name tyre p type or print name )/ t't . • Y, TITLE: MEMBER STATE BAR OF WISCONSIN Notary Public S[ Croix County, Wisco4i;;, � (If not, M commission s authorized by 4 708.06, Wis. State.) y ii i permanent. (If not, i ed�dirliibbr� ..date: THIS INSTRUMENT WAS DRAFTED BY - Names of persons signing In any capacity should be typed or Thomas A. McCormack printed below their signatures. Baldwin, N 54002 Infuanatlon Pmfeworels Camwnr Fond du Lac, Wisconsin 806855 nVED MAY 1 1 20rA mmijEEN� �LSN CERTIFIED SURVEY MAP ` x°. 001 � ti Located in part of the Northeast Quarter of the Southeast Quarter and part of the Southeast Quar the Southeast Quarter of Section 28, Township 28 North, Range 17 West, Town of Pleasant Vail y, St. Croix County, Wisconsin. Prepared for and at the request of: OWNER: EAST OUAR7ER CORNER Robert and Sharon Austrum F� SEC. 28 -28 -17 1811 - C.T.H. - "M" Section Corner Monument (ALUM. CO. MOW.) Hammond, WI 54015 of Record Drafted .by. Ty R. Dodge Set 1" x 24" Iron Pipe weighing I !+ a minimum of 1.13 pounds per j linear foot. bi 1�_a�� ' /A_` J O °f 1 11 RONALD F. ; Or P � UNPLATTEO LANDS � 3 I JQHNSON LU I Wis. 2.41 'r N86- 15'17'E 321.74 z ip o i ' f y .....••• 1 V1 I s14 SU R Qi b SEE DETAI 3L45' ; 0et��alraa * =�° Z; N INGRESS- EGRESS al m N -j EASEMENT I U 50-1 UU 0 r I I ---- 88'3802 E � 948.52 I •D d I M _ % C ai - - - ` 1 +, 9 T ° N V > _ ��ti�s�, �' o I Vol. 1505 v C ° Zj cV J 9 �F (a 'o Page 606 A t�Olo I M R �� L. C ° U �i _ �\ r - - - - -- I ZI o S88'38'02 "W v 943.5 1 m <; U E M I I N R 43 E o N89 50'30 "W n LOT 1 50.00' 3 �>_ >.c a ° � ° � W m Go x-50 1 Z 5.02 A ORES Q AD 'o 218 782 S FT. N ° 64 3; a Q• N UNPLATTED LANDS I en i-50' � N I a °o W M o i� roi av,o h to I i I EOQ50 W N IU I I ' h ° Cn� � °c o S UTII LINE OF 7HE I I C a) ° Z N 1/4 OF THE SE 1/4 t�i1 - - o a �- .._.._.._.._.. .._.._.._.._.._.._. ._.._.._.._.._.._.._.._.._.._.. I�: C° n,� NOR 7H LINE OFTHE 0 0� o S 114 OF THE SE 114 s ° i cl W ` ' PI v O I atoU 0i Q ° oar z i W y - I-S86 7 " W 321.74 --- F : w a ST. CROIX COUNTY ~ 3 ° "o °i i Planning Zoninq and Parks (7nrwrit'p- z� °v Qi � V UNPLATTED LANDS � MAY 11 2000 9.E_JaJll ER DETAIL a' I t'•I If not re I corded within 30 day s o Q- 13 ND N88 1 8'02 "E approval date approval shall be p - - - - - -- iw null and old 2 -- 31 45.02 , O� 1