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HomeMy WebLinkAbout022-1070-95-050 . �~ 2 2 0 t f} � 0 A �J k ) 0 ® ag= � ƒ k�k e 7E o !,3 8S3 -6 >.R CL U. rk§ '0 cc \ U) I _ � � % E \ i t & � LO / k # \ CN 7 \ c j ) � & )_ # 0 \ } ) G ) 2 $ % E ~ £ Ekk \ A » g 2 k 2 ) k ) k k k / am } � 2 a 2 2 , t 4 & / n 2 j v �$ C_4 / ƒ � % ®c, �£ ) / ] � 1 0) © + 1 © ' - 0 \ [ § -0 k i?: 2 § c � - � - 00 cq c E f)® A) / co Q o 2/ a ) / .E � 2 g� E 2 r E %f K$f / J a 2 jo U) J Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430481 0 GENERAL INFORMATION (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: Steiner, Doug Kinnickinnic Townshi CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: Ada. 0 (pa o - vc- r ' 25.28.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAP..ACITY STATION BS HI FS ELEV. GY L f/h (c /l� D . 00• U Septic Benchmark Dosing -' Alt. BM 5U t qS 9sJ Aeration ,� 7dg.ewe Holding -^ TANK SETBACK INFORMATION �1 TANK TO P L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / D/ Dt Bottom 1 5 ' 10 93 • Dosing ` �/ Header / Z / D tp � Aeration Dist. Pipe 2 4 ' ti•/ /oZ�� Holding Bot. S yste_m_ 0 ` `' • 7 .!/ /�/ Final Grade j � PUMP /SIPHON INFORMATION Manufacturer Demand over GPM [O •gb Model Number I �- ?� , M 3 •'� d �� TDH Lift Friction Loss System Head TDH Ft .�-� Forcemain I L!gt Dia. N Dist. to we, III t , rT / 1 SOIL ABSORPTION SYSTEM �V ,� / BED/TRENCH Width Length No. Of Tre � h s PIT DIMENSIO No. Of Pits Inside Dia. Liquid Depth DIMENSIONS � SETBACK SYSTEM TO P/Le JBLDG IWELL LAKE /STREAM L CHING tnufacturer: INFORMATION CHA R Type Of System: `- UN � del Number: DISTRI TION SYSTEM Header anifol Distribution / x Hole Size x Hole Spacing Vent to Air Intake P � 1 pe(s) �} � S 2 4 Length Dia Length_ Dia Spacing_ SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over L Depth Over xx Depth of T eeded/Sodded xx Mulched Bed/Trench Center I 'i Bed/Trench Edges Topsoil Yes i __ No Yes No COMMENTS: (Include co a discrepencies, persons present, etc.) Inspection #1: -/ P OT Inspection #2:� / _/. Location: 1396 Halo Drive River Falls, WI 54022 (NW 1/4 SW 1/4 25 T28N R1 8W) NA Lot 1 Parcel No: 25.28.18. 1.) Alt BM Description = �� s�'''v�Y Yrt<� a"�, r 2.) Bldg sewer length =� �� / ��j t- QJt /-� Le-,J - amount - - -- -- - - Plan revision Required? Yes VNO Use other side for additional information. SBD -6710 (R.3/97) Date Insepctors Signat a Cert. No. , ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road " Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 EROSION CONTROL PLAN Parcel #25.28.18. ep ndinp- Site: 1396 Halo Drive -Lot 1 (Kinnickinnic) - owner (s) Lois Wolfe- Steiner & Doug Steiner Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Comm. 21.125 also requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control (ESC) Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization has been completed. Septic system installation adds to temporary disturbance, but ectnhl;ch;..R ^� �° -� -�a - - erosion. Plan to apply seed and mulch as recommended in )le to minimize sediment movement. The nearest wa /`� mile to the northeast. 2. Route contaminated runoff y creating temporary diversions graded ALONG CONTOU] eiving waters (this includes road ditches). Do not allow properties. (See specification sheet for temporary diversic / 3. If builder /excavator grades i contain sediment and leaves adequate vegetative cover tc e MAY not be necessary. Silt fence or other approved sed ment cannot be contained on owner's property with the inspector will evaluate ESC plan effectiveness and make or for any action required to comply with applicable regu 4. Construction equipment and is off public road for heavy equipment; this includes cen _____, .. _.........,. ,, ��... MLII%,JL a.vimakaw is vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation - do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion edim t co 1 installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 �— /2003 Owner acknowled ement of ESC Plan re uirem — — Safety and Buildings Division County ` 201 W. Washington Ave., P.6 Box 7082 � Sanitary Permit Number (to 11 in CoJ �scons/n Madi ( g) 2 � T - L X 3 0 � (� / (� Department of Commerce i State Plan LD. Number Sanitary Permit AppHe don � 7 ����� -; 30 /9 = i s gyp. in accord with Comm 83.21, Wis. Adm. Code, personal info ation � �prov�leQ � � . y Law, s 5.04(1 xm) Project Address (if different than mailing address) may be used for secondary purposes Privac I. Application Information - Please Print All Information # 13 jp A L,0 OR . Parcel # Lot # Block # Property Owner's Name Z 3 I Yt Property Locauon Property Owner's MailingAddress /Q 3 k, ?� � v..rJ /., Section City, State Zip Code Phone Number CN) V N�� IL ype of Building (check all that apply) °'� S t Subdivision Name reu_,r..- = =-r�' (� or 2 Family Dwelling - Number of Besirooms 1 I ,' 7 �. 4 _ D O ` C1 Public/Cotnmer vial - ]Describe Use 0 2 ' O V S t k �S 1 [ • � r/ ❑City ❑villa�owashi ❑ State Owned - Describe Use _ / \ IIL Type of Permit: (Check only one box on Hue A. Complete Une B if applicable A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other odification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T of POWTS stem: Cheek all that a 1 ❑ Non - Pressurized in -Ground [D Mound >_ 24 in. of suitable soil ound < 24 in. of suitable soil ❑ At -Grade ❑Single Pass Sand Filter ❑❑ Constructed Wetland C1 Pressurized in-Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter Chamber ❑ Dri Line ❑Gravel -less Pipe C1 other (explain) Recirculating Synthetic Media Filter ❑ Leaching P V. g rsal/ I Des Area Information: Di ea Proposed ( System Elevation Design ow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area sper,�a �R (st) °'' (/ 1 Z, Capacity in Total Number Manufacturer Prefab Sit Sta1 Fiber Plastic VI. Tank Info Concrete Constructed Glass Gallons Gallons of Units New Existing Tanks Tanks Septic or Holding Tads Z Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement - L the undersigne s e responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's e MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, Z p e) 12 ) . VIII. Coun /De artment Use Onl Sanitary Permit Fee (includes Groundwater Dat Issu 1 ui gent Signatur (No Stamps) Approved ❑Disapproved Surcharge Fee) 10 /2 - q 03 ❑ Owner Given Reason for Denial _ IX. Conditions of ApprovsMeasons for Disapproval r Z . SYSTEM OWNER e uent fil : 1'--Septic tan c ter and aryl /yl. Ispersal cell must all be servic� per managemen p an provip um er. 2. All setback requirements must be m ntained' as per applicable code /ordinances. tin- Y343 —� f D �q 0 Attach compkte plans (44A Couaty only) for the system an p less an 1/2 it 11 inches is s SBD -6398 (R. 08/02) , ; ,,da Steiner PLOT PLAN ADDRESS 184 250th St. Woodville Wi 54028 04 SW 1 /4S 25 /T 28 N/R 18 W TOWN Kinnickinic COUNTY ST. CROIX O < Shaun Bird 226900 10/2/03 4 DATE BEDROOM CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND _ SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 IL # of chambers none BENCHMARK V.R.P. Top of 3/4" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 13 BOREHOLE O WELL *H.R.P. Same as Benchmark PRIVATE SEWAGE SYSTEM SYSTEM ELEVATION 103.2' 1.2' Sandlift Conditionally Area 15' below IVISION OF SAFETY AND BUILDINGS grade is to remain undisturbed 21 101' 100' SEE CORRESPONDENCE Huffc Tank B-3 o 00 Pro 4 6% Bedroom Slope House 3 ° Well is to meet all setbacks found in B-1 Comm. 83 13 B.M. #1 Tank is to be properly 0 bedded and provided with 6-2 lockdown covers with B.M. #2 approved warning labels 0 . m Grading is to be done to r To Ha- divert run -off away from n Lo system Drive Scale = 1/4 = 10' 30' Pr i IF ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 EROSION CONTROL PLAN Parcel #25.28.18. endin Site: 1396 Halo Drive -Lot 1 Kinnickinnic – owners Lois Wolfe- Steiner & Doug Steiner Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Comm. 21.125 also requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control (ESC) Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization has been completed. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement. The nearest waterway indicated on the USGS topo map is >1/4 mile to the northeast. 2. Route contaminated runoff into vegetated buffer areas on owner's property by creating temporary diversions graded ALONG CONTOUR between excavation areas and any potential receiving waters (this includes road ditches). Do not allow diverted runoff to be directed onto neighboring properties. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion edim t co 1 installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements . 0 u- `c " 0 -�^ 0 91 ,0 El R 943 / 2 I li Q 7 n L II 'o I o i Q /OOp O � � '9b . 1080 � r ao ! 979 �V II o O 86 /O // /O If - - -- - -- 5 - -- 1 I / , 1127 I -• -- - -- ///3 _ //s - -• -- • - -� -� � p p� 35 / TO INIS 2 3 1 537 0 INTE IOR- GEOLOGICAL SURVEY, RESTON, V RGIN A -1977 5 9z 1 MILE ROAD CLASSIFICATION 7000 FEET Primary highway, Light -duty road, hard or --- I hard surface ......................s improved surface......... -- {ILOMETRE Secondary highway, hard surface ................ ...._ Unimproved road......._________ I WISCONSIN \ Interstate Route \ U. S. Route O State Route f ROBERTS, WIS. QUADRANGLE LOCATION 2 NE/4 RIVER FALLS 15' QUADRANQLE ' CONSIN 53706 N4452.5— W9230/7.5 'EOUEST Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Visconsin www.commerce.state.wi.us /sb www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary October 14, 2003 CUST ID No.226900 ATTN: Rod Elsinger SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 ?�/ // CONDITIONAL APPROVAL JC� T Identification Numbers PLAN APPROVAL EXPIRES: 10/14/2005 Transaction ID No. 930196 SITE: Site ID No. 666748 Doug Steiner Please refer to both identification numbers, co Halo Drive above, in all correspondence with the agency. Town of Kinnickinnic St Croix County NW1 /4, SWIA, S25, T28N, R18W /0* FOR: FOR: •�, Description: New 4BR Mound Object Type: POWT System Regulated Object ID No.: 925856 `S�F C 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: A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of 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 Dennis R Sorenson Wastewater Specialist, Integrated Services WiSMART code: 7633 (608)785 -9336, dsorenson@commerce.state.wi.us Cover Page cs Shaun Bird Y. Bird Plumbing Inc. 1008 192nd Ave aro x �A Y J New Richmond Wi 54017 715- 246 -4516 sL °_ Date: 10/02/03 A _ Owner:Doug Steiner Location: NW1 /4 SW1 /4 S 25 T28 N,R 18W Kinnickinnic HA -LO Drive lot 1 System type: Mound System Manuals Used: Mound Component Manual version 2.0 (01/31) Pressure Distribution Manual version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -9. Maintance and Contigency plan 10 -12 Soil test Signature License numb 226900 PLOT PLAN -PROJECT" Doua Steiner ADDRESS 184 250th St. Woodville Wi 54028 NW 1/4 SW 1/4s 25 /T 28 N/R 18 W TOWN Kinnickinic COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 10/2/03 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 3/4" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL - H.R.P. Same as Benchmark PIRWATE SrEVIAOE SYSTEM SYSTEM ELEVATION 103.2' 1.2' Sandlift Conn t �� r Area 15' below grade is to remain d "v'Isi09 01 i x6= undisturbed 103' 102' 101' 100' B -3 SEE CC3kRESPCsN Huffcutt Combo Tank 6% Pro 4 Slope Bedroom House Well is to meet all _ setbacks found in ❑ B. M. #1 Comm. 83 Tank is to be properly ❑ bedded and provided with LB-2 lockdown covers with B. M. #2 approved warning labels 0 . CD Grading is to be done to To Ha- divert run -off away from m Lo system Drive Scale = 1 /4 11 = 10' 430' Property Line ....... .-- Designer No Date Non -Woven Filter Fabric 4 Observation Pipe Perforated ,Distribution Pipe Below Filter Fabric AsTK C -33 50 nd ' Topsoil - -: -_: v r v % StoPe Bed Of t��- 2'-',, Force hill oweC Drain Rock From Pump layer D I z r n S stem using A Mau d Se ction Q} F L � Y 9 CrC55 S A Bed For The Absorption A rea G A Ft. ti J g >� Ft. I Ft. Ft. K t Ft. IL Ft. Ft L L 4'Observation Pipe -, J K v A .� ----- - - - - -- - - - - -- 1 Moin - -- From Pump to o � ..- ° ° Distribution Bed Of %z "- 2 �2 O Pipe Drain Rock I 4 Observation Pipe ryCw-d Permanent Marker ��� t ✓� '., 1 yl: � 601:, 151dsPt pe or Rods Pion View Of Mound Using A Bed For The Abs orption Area PAGE_ OP Perforated Pipe Detoii ti E _ nd 'dies �Ferforoteo �. .i+ PvG Pape `�oo� � Motes totaled On 8otrom. .,ta Are EQyat)Y $00C*0 6 le- Q�► / v ' � r✓ ( PVC Force Main. i A01.t, risx't' ra Gantt }!an 5 FIRST i' PVC Manifold Pipe Pipe /� Sf ! �� f � f�istreout r ,� +f ➢- Distribution Pipe LoYou P Ft. X Inches Y Inches Signed: Hole Diameter.2-3-Iqnch Lateral 2 Inch(es) License Number: Manifold Inches Aate: Force Main Inches # of holes /pipe 5 Y ' Invert tlevAtion of Laterals Ft. � ANA $f £CIFiCATIOt�S S£PTIC 'T'ANK � FUMP CHAMBER CROSS SECTIO u =: C! VENT PIPE i2" MIN - ADOVE GRADE � �t£ATHER ,Ju NCTTD:� BOX APPROVED > 2 5 t FROM DOOR, ? 1VDC4r OR WITH CONDUIT 1�iAIv C0v ER W/ WARNING K & FRESH AIR INTAKE WARNING iA$EL FINISHED GRADE _J MIN- INLET . GAS - a 'MATER TIGHT SEATS T _ NAPPWV ' HINTS WITH �lLTjLp' - SEAL .! ALM APPROVED PIPE & s ON 3' ORM APPROVED -- -- SOLID SOIL PIP£ 3` G i Of(TO? SOLID 7 _ OFF SOIL p'L#I4P vFF ELE1� - D BEJi3�1+tG UI�IDSR TA" y' " AP FF s7 —7 C CRETE PAD -- Y�rrlg'iCAiZQI�S C4k��� S F DOSES PER DAY SEpT ;C f DOSE � � I+IL.iHBE. TANK MANUFACTURER: i}CSE VOLJJME 3:NCLUD`� r GAL- S EPT I C s -- s -- .GAS.. F �.aaAE K: _ .� TANK SIZES — GAL - / SAL. DDOS,: � _ � b 7 iNGHES . - � 41-e, CAPACI'T'IES= A GAL. = ALARM MANUFAC'UBER: 2 INCHES mot)EL. JfJM SER - J' �/_�`� GAL - SWITcH TYPE - �' C j � INCHES _��_ __ ---- -- { PUMP MANFJFACTURSR- �-� D = � INCITES = �-- g' L J MOIIELs NUMBER :._ 16.23 WAC SWITCH 'RIPE: ✓/ � nT, � ALARIf �JIRZNG AS PER II.MR 7 j7 GP�i FEET auQUIRED DISCHARGE RAT F EET I= —1—=-- I BU T I ()Iv P IPE ,i�t' ` � p OFF AND t�ISTR _ - 7 7 S' FEET VERTICAL DIFFERENEE £ E p RE SgURi - - FACTQR �_ �-- 2 FEET + MINIMUM NETWORKS 31-3 3 FT / FT. RICD��A�IC MEAD f F£ET f ORCEMAIN .._ -- TOTAL Ld I D'F 4 � ; DIAMETER _--�— TH y , s 'T£RNAL DIME14SIONS -..a i'Aji�r� iAii}C: LIQUID �_ --=�— .N �eEr�s� DAT N UuBr-R . SIGNED` TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD CAPACITY CURVE EFF LUENT AND DEI°IATERING MODEL 152/153 Cr MODEL 152 153 LJ W 50 Feet 1 Meters I Goi. Liters Gal. Liters 5 i.5 69 I 261 77 291 153 10 3.1 61 231 70 265 12 40 152 15 4.6 53 201 61 231 a° 20 6.1 44 167 52 197 w 30 25 7.6 34 129 42 159 a 30 9.1 23 87 33 1 –'S 8 z � o 35 1C.7 -- 27 85 20 ! 40 12.2 -- w -- 11 42 U f 4 Lock Valve 133.0 : — (1 i 6 .m) Ft. (13.4m) 014508 10 0 20 40 60 80 100 GALLONS F-- 6 1/4 --� LITERS 0 80 160 240 320 3 „/32_- L•--..;-.-- 5/8 � I - - �_ FLOW PER MINUTE a , � 3 27/32 � � I CONSULT FACTORY FOR SPECIAL APPLICA TIONS _ I • Timed dosing panels available. 3 27/32 • Electrical alternators, for duplex systems, are available and supplied with e an alarm. i I • Variable level control switches are available for controlling single phase systems. Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik - Box available for outdoor installations. See FM1420. j • Over 130 ° F. (54 °C.) special quotation required. j -- i I 12 ,/a i 1521153 Series 1521153 MODELS Control Selection Model F volts•Ph Mo Amps Simplex ^ I Du lex I/8 1I I tBE15 3230 1 Non 8.5 1 2 or 3 sn2064 1 Auto 8.5 Included 2 or 3 1 _L 1 Non 4.3 1 2 or 1 Auto 4.3 Included 2 or 3 5 1 Non 10.5 1 2or3 SELECTION GUIDE 5 1 Auto 10.5 Included E153 or 3 0 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float 0 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0477. D CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most or (4) float system. recent National Electric Code (NEC) and the occupational Safety and Health Act (OSHA). 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 Louisville, KY 40256- Manufacturersof. . SHIP TO: 3649 Cane Run Road Zo , Louisville, KY 40211 -1961 Q�aurrP�M JlNCE /93�9 a - (502) 778 -2731. 1(800) 928 -PUMP http.11www.zooller.com PUMP I0 FAX(502)774 -3624 © Copyright 2000 Zoeller Co. All rights reserved. l Maintenance and Contingency Plan for a Mound System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Dose Chamber is to be pumped at the same time as the septic tank. 3. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 4. Once every 3 years the mound is to be inspected via the inspections pipes in the at- grade. The laterals are to be inspected via the cleanouts. 5. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 6. Pump and electrical components are to be checked at the time of the pumping. 7. Owner agrees to leave the area 15' below mound undisturbed. 8. The owner agrees to save this plan. 9. Trees, shrubs, and other similiar vegitation are not be planted on system. The system is not be driven over. 10. Effluent Quality is not to excede the requirements found in Comm. 83 Contingency Plan 1. Pump alarm goes off, call pumper and pump out dose chamber and septic tank if needed, then bypass pump float and try pump without float. If this works, float is bad, replace float. If pump still does not work, check power at the pump with a electrical device such as a hair dryer. If no power, check breaker inside house and call a electrician. If there is power, then pump is bad and needs to be replaced by a plumber. 2. If mound fails, determine cause of failure, test another area or remove pipe and sewer rock, retill soil, install new mound system. 3. Replace any other failing components as needed. Important Phone Numbers Plumber: Shaun Bird 715 - 246 -4516 Pumper: Tom Mondor 715 - 246 -5148 St. Croix County Zoning 715 - 386 -4680 'Yii sconsin Department of Commerce SOIL EVALUATION REPORT WVJ' page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ST• C IZU lX -' Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must inciude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and locati tance to nearest road. Please print all informati n. RECEIVET) Reviewed by Date Personal information you provide may be used for secondary pu oses (Privacy taw, s. 15.04 (1) (m)). Property Owner Lt -N sW &JSQ1V A tN 2 Fero? locad 8 V`1E1Z - M f'� �0 L N� 6ovt-tot N 1l4SW 1/4 S ZS T Z 8 N R E (or W Property Owner's Mailing Address Bloc # Subd. Name or CSM# ZONING FICE City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road TZ-tiv)Lrit Ft-Lu kJl I Sq ozZ ( - ►ls liaz4 ��kNti 'Le�'—«lljle I — H-ft L-0 I\uUE (_ New Construction Use: Residential / Number of bedrooms Code derived design flow rate Lzi DO GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ Flood Plain elevation if applicable ft. General comments and recommendations: )�U U r•� I L` g ' K (� l� \5 12 Q V� lU L NLL , tr\jLM l� jk of sty 1=��L F Boring # ❑Boring ® pit Ground surface elev. 0I R -1 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 ) b -2, 1k-sL22--,L S11 Z`�Sb12 wl' Z S -Z I -- i, s � 8.313 � s 1 1 Z'F S bk »Z'Fl- e-S - • S - $ 3 21 -Z IL313 Sl ��b� m'Pl- CS 1 , z •3 `I - Lk4 X w 'trz 613 — LSgiz 4 ymu rJ q OF- - '%o j-"j - "'l - I S 0 to LV-1 F--zl Boring # ❑ Boring ❑ pit Ground surface elev. l 3 -�{ ft. Depth to limiting factor Z 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 1 0 -7 1W4VC 3 Ll sit Z'�sbk m'A- 0-5 lvt -S Z - 7 -1 - 14 4 rL 313 Si � Z`Fs h1 4t- C-S _ . S • � 3 l% -Z- '1.S `i rz3L6 zz 3S 113k2 611 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = SOD, 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S' nature CST Number Arthur `L::' Wegerer' 220254 Address W e g e r e r Soil T e s t i n Q& Design Service Date Evaluation Conducted Telephone Number 421 N. Bain St. River Falls; WI 54022 715 -425 -0165 PLOT PLAIT Page 3 of 3 Scale 1' 'ism *1- EL ON C)�l♦(6 31y ° t)ih PUC_Pt�� L4 LoT I • o 0 3Z _ � o�Z G �STUC�3 LU r � � L I ,vw -sj,,j f `a UIF 41 -eLL. X03.17 �� Sw SLR I Ziq ti� DR.tu�. 1 4 3 �i P�►.io�i.os� o�. ��1 SL�j �I_ --4-� C %►c.�_ �l - -Ol 715- 425 -0165 220254 CST Signature Date Telephone No. CST No. Job NO. WEGERER SOIL TESTING and DESIGN SERVICE SOIL TESTING - SEWER SYSTEM DESIGN ATTN : c)lQyQ crrvc DATE L) CC: R ECEIV ED SUBJECT: LvOLF;�: AP THE FOLLOWING ITEMS ARE ENCLOSED ST. CRo;x COUN i Y ZONING OFFICE 0. OF DESCRIPTION COPIES 1 0l r_- tv 3 SENT TO YOU FOR THE FOLLOWING REASONS: ✓ FOR YOUR USE — FOR REVIEW AND COMMENT INFORMATION DESIRED _SU1ZU � f��6 WEGERER SOIL TESTING AND DESIGN SERVICE �- J_j8 � z P.O.BOX 74 421 N.MAIN ST. RIVER FALLS,WI 54022 PHONE 715 425 - 0165 PLOT PLAN Page 3 of 3 Scale 1' B �1.[o�.o'o►� 9 U `v .. o O • r �U NAT C(�1P►�2'r � 012 D LSD [z.�3 Z a I LU 1 I J LOCP�1 Sh� _ a s , z I e r ; Z , m o rrl I 2 I r �N�lUUS2 LZ.1�2.n Nw -SW �uT1 bF &L—LL- ID 3 , l'T � Dcz.tu�. . 430. 3L1 ' Po►-jp�zn oR. C - L/ -(3) 715 - 425 -0165 220254 CST Signature Date Telephone No. CST No. Job P10. W;` consin Department of Commerce IL EVALL ATIOK REPORT Page of 3 Division of Safety and Buildings r yC- • in accordancertntd� Adm. Code f County Attach complete site plan on paper not less than 8 11 ; it'.11 inchese. Plan gust include, but not limited to: vertical and horizontal refer4' rtce point (PM), direvtioK and parcel I.D. percent slope, scale or dimensions, north arrow, and Ikcation aV4'i Fstance to nearest road. Z 0.- Please print all information. � .►,� u Revi ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s.+t5.04 (1) (m)). l 0 Property Owner Vt -N SLAJ t�:yQSQIV Property Location 12T/v3 8 v�N - I" l Pt � w0 C.,� �' Go�vf -t:ot N� 1 /4.St-U 1/4 S ZS T � g N R �J E (or c Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# L7 : yvl� Stat e Zip Code Phone Number City Village ® Town Nearest Road � wI S4o �z ( )uZ 6- 4&Z� ���ti �e�t QN e I "-ftw 17N-?i a New Construction Use: 2 Residential / Number of bedrooms Code derived design flow rate 00 GPD Replacement ❑ Public or commercial - Describe: Parent material _ _ LO i�:9 p U L�{2 L, lm C s ,j g Flood Plain elevation if applicable N ({ General comments and recommendations: Ml1 U` J. I l n}. g ' y O Jj @ t'LC. • r-L ,k\j Lmu" l l l k 0 F S fTK-4Z> t-=! t_t_ ° �t`t�v3Z trL F Boring # ❑ Boring ® pit Ground surface elev. 01 q - ft. Depth to limiting factor T 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 -% 1zLj Vz-a1 si t 2`FS wCf1 cS 2v . C- 1 0 k 5 12. »z'Ft— L0412- 6L3 — is B IR 4 1{vZL N or- �o'sr1NSS - t`'l R� I so to t_wl xj>` 0-1 ak T-S a Boring # ❑ Boring 0 Pit Ground surface elev. l�3 -�{ ft. Depth to limiting factor Z Z 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 -7 ltKvL- 3 ti si 1 7 - �Sb1, WIAI ca S ?- -S , Z 7 -19 -1, -3 4 Q. 3 L3 — SD I - 2 1012 Yn 4 - �-S _ , S • rb ').S Y tz3Li — S 1C1 12 ' 2,Z 35 L�k2 6L� — LSBR - - - •0 , o l ' 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) S" nature ©1 _ CST Number Arthur L. Wegerer T 9 220254 Ad dress W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. thin St. River Falls, WI 54022 L) -Z) -(D) 715 -425 -0165 a • 0 2..Z _ LO'1p -OAS Property Owner Parcel ID # Page �- of 3 F Boring # ❑ Boring ® Pit Ground surface eiev. ft. Depth to limiting factor _? V in. S oil Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /11 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 o -1 10'12 . 3 17- - s i t Z�Fs b rn'F►- cs Z v • S . Z -Zo ) -SY2 313 — S i I Z'f's bk rvt'Fr c S 3 2p —Z.y - 1.3 %72- 3/3 SLC 1 C2 bk 2q-3 oLt2 via — L S Wk - — -O •o F1 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 F] Boring Boring # ❑ Boring ❑ 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 = SOD, > 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. M -6330 (R.6(00) PLOT PLAN Page 3 of 3 Scale 1'= k)D ' O r 3Z It5 I a.3 1 � oi2 0 ls ly [� S� /z, I I x r Nw -Sw �uT1v1".1 OF �•�L l.. �' Q _ I • < <Z we i To , 715- 425 -0165 220254 CST Signature Date Telephone Ito. CST No. Job PTO. i " OWNER'S MANUAL &MANAGEMENT PLAN pOWTS OWN Page —L& 2 SYSTEM SPECIFICATIONS S ❑ NA TION Ca al FORMA ' Tank Pam . N Se tic r owner 4A Septic Tank Manufactuee NA I. r Permit U anufacturer E3 NA y 3 M Effl uertt meter DESIGN PARAMETERS Effluent Titer Model G NA j Number of Bedrooms ❑ NA at O NA 1 Units PUMP. Capacity Number of Comme+� NA Estimated now (age al/day Pump Tank Manufacturer aVd . Pump Manufacturer / ❑ NA + pesign flaw (DW4. (Estimated x 1.5) ❑ NA ` � Q aUda I`fP Pump Model � S� S Application Rate NA Monthly average' p felivatment Unit ❑ Peat Influent/Etfiuent Quality 13 Sand/Gravel Filter Fats.. Oil & Grease (FOG) S30 mg/L p Mechanical Aeration O Wella Biochemical Oxygen Demand (BOD 5120 mg/L ❑ Disinfection ❑ Other. Total Suspended Solids (rSS) 5150 Manufacture r Monthly average" Dispersal Ceil(s) (pressurized) Pretreated Effluent Qu3WJ � [3 in-ground (gravity) ❑ in Biochemical Oxygen Demand (BODs) 530 mg/L ❑ At -grade ,:: hound Total Suspended Solids (TSS) 530 mg/l. ❑ Other_ Fecal COlif (geometric mean) 510 cfu/100m1 l7 Dri ire 1a inch diameter • Values typical for domestic (non- comn1e�l) wastewater and Maximum Effluent Partide Size septic tank effluent. .• Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Frequency Service Event Maximum 3 yrs.) every At least once eve ❑months earls) inspect condition of tank(s) when combined sludge and scum equals one -third (y,) of tank volume Pump out contents of tank(s) [3 months ar(s) (Maximum 3 yrs.) dispersal cells) At least once every . Inspect dispe p months ear(s) At least once every o Clean effluent filter p months ar(s) O NA controls 8, aiarm At least once every � p NA Inspect pump. Pump ❑ months earls) Pressure test At least once every Fish Laterals and press ❑ months O year(s) ❑ NA OOW. At least once every oftr At least once every ❑ months ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS n One of the following licenses or Inspections Of tanks and dispersal cells shaft be made by an Individ carrying cthr. pOWTS Maintainer, Septage POWTS Lnspe missing or broken certifications: Master Plumber, Master Plumber Restricted Sewer; to identify any up hardware, identify any cracks or le S erv i c i ng Operator. Tank inspectiokg m measu ate voolume of ombined sludge tan nd scum a d to check for any shalt be visually inspected to check the effluent levels or ponding of effluent on the ground surface. The d cell(s) round surface. in the observation pipes and requires The ponding of effluent on the to check for any ponding u ires the Immediate notification effluent the g reg ulatory authority ground surface may indicate a failing condition and o m l e o � tank volume, the W hen the combined accumulation of sludge and scum In any n equals ro c one -thin (sposed of in accordance with ch. NR entire contents of the tank shall be removed by a Septag e Servicing Pe 113, Wisconsin Administrative Code. components, pretreattment components, and any The servicing of effluent filters. mechanical or pressurized POWTS comp ed by a certified POUTS Maintainer. other maintenance or monitoring at intervals of 12 months or less shalt be Pew completion of any service event A report shah be provided to the local regulatory authority within 10 days of START UP AND OPERATION p resence of painting products or other For new construction, Prior to use of the POWTS check treatment tank(s) forth c ell (s). If high concentrations are chemicals that may impede the treatment process and/or damage the dis pri r to se. dete have the contents of the tank(s) removed by a septage servicing oper • s f 9� ST CROIX COUNTY / SEPTIC - TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer. Mailing Address s Property Address 9 co (Verification required from Planning Department for new construction) City/State Parcel Identification Number 19Z — - LEGAL DESCRIPTION Property Location /,, 1 /4, Sec , T JYN -R4W, Town of �� Subdivision Lot # Certified Survey Map # '3 , Volume Page # �. Warranty Deed ## `{ 3 °16 , Volume 2 `� �� , Page # O 3 S Spec house ❑ ye�w no Lot lines identifiable, ❑ 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 masterplumber, journeyman plumber, restrictedplumber 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 been maintained must be completed and returned to the St. Croix County Zoning Office within 30 of the three year expiration date. A PURE F PLICANT 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 =I(J escribed above, by virtue of a warranty deed recorded in Register of Deeds Office. OF APPLICAN T 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 � U 24 38P 035 X43'969 STATE BAR OF WISCONSIN FORM 2 - 2000 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Mae A. Wolfe, a single person, RECEIVED FOR RECORD Grantor, and Lois Wolfe - Steiner and Douglas P. 10/16/2003 01: 45PH Steiner, wife and husband, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee WARRANTY DEEM the following described real estate in St. Croix County, State of Wisconsin (if EXEMPT # more space is needed, please attach addendum): REC FEE: L L. 00 Part of the NW 1/4 of the SW1 /4 of Section 25, Township 28 North, Range TRANS FEE: 49.50 18 West, T wn of Kinnickinnic, St. Croix County, Wisconsin, described as COPY FEE CC FEE: follows of 1 f Certified Survey Map in Vol. 1 7, P age 45 65, TOGETHER PAGES: 1 WITH the 66 foot easement recorded in Vol. 2313, Page 611. r 0 C_ D /`' / Recording Area Name and Return Address L G 1 S 'y 0c o-C 5 T1=. / AK A! 1 ;�GdLIt)yjI , t-uL - S5 c i {• 22- 1070 -95-000: - 1071- 10 -000: 22- 1074 -95- 000:22- 1074 - 95-100 Parcel Identification Number (PIN) This is riot homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and reservations, if any, of record. Dated this day of oc r 2003 * * M A. Wo AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF W isconsin ) — — ) ss. -- ---- - - _�_ - -_� -- St. Croix County ) authenticated this day of Personally came before me this 3,rd day of r _ 2003 the above named Mae A. Wolfe, a single person, - - -- TITLE: MEMBER STATE BAR OF WISCO _ (If not s t to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) S+�q., \ instrument and acknowledged the same. OF THIS INSTRUMENT WAS DRAFTED BY *� y Yl � j �_ —_ —_ -- K risti na Ogland, Attorney at Law ` i � 5 _ 3 04 Locust Street, Hudson, WI 54016 Notary Public, State of 0-;F-TwSS0 i My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. + INFO -PRO (800)655 -2021 www.infoproforms.com STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 2000 r _ /J ( /�j/�(��(/ VOL 17 PAGE 456 • KATALTiEA H. IfALSA REGISTER OF DEEDS ST. CROIX CO., VI CERTIFIED SURVEY MAP RECEIVED FOR RECORD 07/15/2003 03:30PM LOCATED IN PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST CERTIFIED 1 URV V E E Y MAP R E C FEE QUARTER OF SECTION 25, TOWNSHIP 28 NORTH, RANGE 18 WEST, TOWN OF COPY FEE: 3.00 KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN PAGES: 2 W 1/4 CORNER PREPARED FOR: OWNER OF SECTION 25 — LOIS WOLFE - STEINER MAE WOLFE AND DOUG STEINER 117 COUNTY ROAD JJ 184 250th STREET RIVER FALLS, WI 54022 i ( ci WOODVILLE, WI 54028 � N SURVEYOR: I'SWO9 430.34 THOMAS M. HEALY S & N LAND SURVEYING, INC. � I w 230.34 200.00' (– 2920 ENLOE STREET APPR OVED *-- HUDSON, WI54016 ST. CROIX COU ®I o�?I r� LOT1 `c� Pfarmino 7gnir.n ?� ! p "� ` ! I o O 3.0 ACRES o O JUL 1 5 2003 c c1 3o,s6o so. FT.) 0 8 "' 230.34'"T I1 not recorded warnn 30 oats >1 1 ' S90 0 00'00 ° E N O approval data apAroval shall U nu I , 'Z 430.34 U r►ull c+,�A vr. d I Q 3 = y 1 �j t��� O W co a 41 F 11 W ih N rn Q nnnnnn �LJI �W II I pc 0 LL Z ° z �� �► W I' I � Map6G��44CD dGQGYJD� cc MMIET) - -- - - - - - -- W_ F_ ° I,- I viz Wo° � I' I °0 W I; I Z V) w Z Z :3 F- I ' I 3 0 mSN O �J Z r I 1 1 I I 1 o ro o / 2 / M g Z O I C3 ► vO i q � z �.� 66 WIDE ACCESS AND UTILITY EASEMENT RECORDED IN VOL, 3 t313 _ , PAGE 4/1 — � �► � l ll �� � -� bOQ pQ ��l�d _� R= 637.15' z � _ ;`�� ' A =15 °04'46' I CH B= S07°32'57"W W) CH L= 167.21' O J V ( 1 TAN. IN= S15°05'20"W S U TAN. OUT= S00°00'34"W I SOUTH LINE OF THE I i SE 1/4 OF SECTION 26 89°2 0 d — 23 4.74' ` SW CORNER ' OF SECTION 25 A 2/�T LEGEND . 5 7 t—fl . �vv ,.. cnr Wn Al ► WINI IAA ST. CROIX COUNTY } C. CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION �NNIC, ST. CRO X COUN7y,�CONS N EST, TOWN OF KINNIC PREPARED FOR: OWNER: LOTS WOLFE- STEINER AND DOUG STEINER 117 COUNTY ROAD JJ 184 250th STREET RIVER FALLS, W154022 WOODVILLE. WI 54028 SURVEYOR: THOMAS M. HEALY S & N LAND SURVEYING, INC. 2920 ENLOE STREET HUDSON, W154016 SURVEYOR'S CERTIFICATE I, Thomas M. Healy, Registered Wisconsin Land Surveyor, hereby certify: That I have surveyed, divided and mapped that part of the Northwest Quarter of the Southwest Quarter of Section 25, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, described as follows: Commencing at the southwest corner of said Section 25; thence Nort h 00 degrees 17 minutes 31 seconds West, along the uth 90 west line of the Southwest Quarter of said Section 25, a distance of 2049.74 feet to the point of beginning; thence So de degrees 00 minutes 00 s econds hence South 90 deg ees mOnutes 00 th ence econds West�a distance 1 stance of 430134 feet t e west line of distance of 303.67 feet, said Southwest Quarter; thence South 00 degrees 17 minutes 31 seconds East, along said line, a distance of 303.67 eet to the point of beginning. Containing 3.0 acres, more or less. der and across that part of the Southwest Together with a 66.00 foot wide acces st ut of Section v rail in Township 8 North, Range 18 West Town of Qua rter of Section 25, and that part of the Southeast 3 P age !i� Kinnickinnic, St. Croix County, Wisconsin, the centerline of said easement is described in Volume 13 9 as follows: Commencing at the south t Quarter of r said Sect on a distance of 2049.74 feet thence South 9 alon 0 degrees 00 minutes west line of the Southwes aid center ,a deg seconds East, a distance of 6144.49 fet fleet; thence SSouth 4 beg of s degrees 22 m inutes s econds West,a distance of 586.88 feet; seconds East, a distance thence South 17 degrees 36 Mminutes orded se n Volume 13, Page 3649, on7file ifee he Rtegis poi of Deeds Office, St. C oix o that Certain Certified Survey p curve, concave County, Wisconsin; thence o the 5 feet, s cen ral ang a of 15 i degrees 04 167 .69 utes a lo n g 6sconds, chord bearing South 07 to the east, having radius degrees 00 minutes 44 degrees 32 minutes 57 seconds West, and a chord distance of 167.21 feet; thence South 00 seconds West, along said east line, tangent to said curve, a distance of 398.43 feet to the south line of said Southeast Quarter of Section 26, and said line there terminating. degrees 00 minutes The side lines of said easement are prolonged or shortened to terminate at a line that bears North 90 eg 00 seconds West and South 90 degrees 00 minutes 00 seconds East from the point of beginning and said south line of the Southeast Quarter of Section 26. Subject to all easements and restrictions of record, if any. That I have made such survey by the direction of Lois Steiner and Mae Wolfe. That such is a correct representation of all of the exterior boundaries of the land surveyed and the subdivision thereof - made. That I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Stat ue same. the subdivGON regulations of the Town of Kinnickinnic and St. Croix County, in surveying, dividing and mapping � , �r THOMAS � fic Thomas M Healy, S-25 Date: April 17, 2003 C O SU Each parcel shown on this map is subject PDfnrP n chas ng or developing r ules and cont St. Croix County Zoning