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0 16 0 ■ ' 0 @ § [ & $ , t m g " } / ƒ ° & 0 i §/2 \, \ ` a¥ \ M CD / CD /§I ¢ @ 0 Z .. a g z § = o r ■ ° k § C i o 0 o }� § § § } E = § ■ m /� �� / § e § _ } E E § § � � k E \ ƒ . e00 7 7 2 ] M. 7 \ (ƒ -i , ._ CL E 0 7r k \ =Ea Bo a = C6 cr CD � / z \ CL E G 2 a @ ¥ £ w T m ¥ C ] z / § !T \ § 2 7 \ / : ® m> / \ � } & n£ \0 % E& � { . � 7 7 . 0 ' E 7 j > NE NE C 3 ¥ / � K 0 % � % 2 0 �k 0 & I, # Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (AT TO ,� ERMIT) 453234 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Ta No: TI Magnuson Enterprises, Inc. Somerset Township - CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: Gm ' C 11.30.19. TANK INFORMATION ELEVATION DATA 64 °s^, TYPE MANUFACTURER CAPACITY STATION BS HI F' E� Septic Benchmark Ida 23 166 Dosing 0 A BM (.`, t'o- IF Aeration d� Bldg. Sewer /e ` 93 i Holding St/Ht Inlet 7 73 . .S TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Ot Inlet \ Septic - 7 5 1 5 0 P e / Dt Bottom A .3 $,2. � S Dosing 7 1 ,, �JO / / e Header /Man. G. 5 Aeration Dist. Pipe Y jS 1 � Holding Bot. System r �. /7 Final Grade PUMP /SIPHON INFORMATION Manufacturer Z n Demand St Cover n �.� 74 �C Gs 1'�.�C� - �J�.- GPM 1G.. / Model Number 2 TDH Li 1 Friction Loss ' System Head TDH Ft Forcemain Leqoih D ,/ Dist. to Well > � I -7-9 SOIL ABSORPTION SYSTEM BEDITRENCH Width Length I No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liqu'd Dt epth DIMENSIONS \ �S jS Z i (Q rvl J SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufa_ turern r INFORMATION CHAMBER Type Of yste - t n I Z3 / 4 S (� r �� / IT OR Model Number: i DISTRIBUTION SYSTEM Header /Manifold Distribution Tx le ize x Hole Spacing Vent to Air Intake Length Dia F Length Dia \ Spacin '\1 AAA SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only (5u p- . v\ Depth Over Depth Over xx Depth gf xx Seeded /Sodded xx Mulched Bed/Trench Center BedlTrench Ed es Topsoil \ g p Yes �� No Yes �] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: � I ZO / 64 Inspection #2: Location: 1608 83rd Street New WI 5 017 (SE 1/4 SE 1/4 11 T R19W Lakeside Estates Lot 4 Parcel No: 11.30.19. 1.) Alt BM Description - 6 2.) Bldg sewer length= /? / n - amount of cover = fTJ J Plan revision Required? r. 1 Yes 1VO � I / - Use other side for additional ' information. SBD 6710 (R.3/97) Date Insep or's Sig re Cart. No. �I ` Safety at J Buildings Division County m ; ?01, �y �� , J . W on'Ave., P.O. Box 7082 ISCO/1S /f 4A diso Wi 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) De artment of Comm ce ( 8) 26) S� SaniL State Plan l.D. Nu ber a yearwit-A.p •on L In accord with Comm 83.21, Wis. Adm. Code, personal information o may be used for secondary purposes Privacy Law, s 15.04(1 X FFXI ® Project Address (if different_ ton mailin Y= —cam ) I. Application Information - Please Print All Information 0. Property Owner's Name Parcel tf Lot il • Block p ?'i M (*VVA) MSG" , ° •ire s Property Owner's Mailing Address n Q 3 • Z_ 15.111 // i S City, State v. 5 'K, Section /� / � Zip Code Phone Number / -' N • So8 D r tV 30 T N; R 1 G (circle one) II. Type of Building (check all that apply) •• ` X -1 or 2 Family Dwelling - Number of Bedrooms 3 Subdivision Name • C Number ❑ Public/Commercial- " Describe Use Gf}�f'S/ E �sTi!•T"S ❑ State Owned - Describe Use a N 57 1 � C1Q, 3 X 7 ❑City_ ❑villageo M p of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. CKNew System Q R lacement System ystem ❑ Treatment/Holding Tank Replacement Only Q Other Modification to Existing System B • ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl Non - Pressurized !n- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber Drip Line, ❑Gravel -less Pipe QQther (explai V. DisPersaWreatment Area In orma on: Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area Req ired (so Drspe&l Area Proposed (f) System Elevation Ro 1 .7 1 (af3 117 1 .a VL Tank Info Capacity in Total Number Prefab Site Steel Fiber Plastic Gallons Gallons of Units (/v "!Qd ncretc Constructed Glass New Existing Tanks Tanks Scptk o6Voldiaajank Or'fip Aerobic Treatment Unit DosingCtamber So VII. Responsibility Statement- I, the andenigned, assume responsibility for installation of the POWTS shown on the attached p lane. Plumber's ame ( Plumber's gnature IMPRS Number Business Phone Number R. W ��n� � ZZ 3�S �S •77,1 •3 z Plumber's Address (Street. City, State, Zip Code) VIII ouu /De artment Use Onl Approved - ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I ing Agent ignature ps) Surcharge ) ❑ Owner Given Reason for Denial Strrc a Fee � 6 �✓Z 5o y IX Con ons of p rovaUReasons for Disapproval `i (f-9— 1 how J`� Septic tank, effluent filter and j dispersal cell must all be serviced / maintained 0-s L /��'G /�` as per management plan provided by plumber. _ 2. All setback requirements must be maintained as per applicable code /ordinances. S Attack complete platys (to the County only) for t temonpaperfet s pfialfIxIllachesin SBD -6398 (R. 08/02) ' ST. CROIX COUNTY , WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION & SEDIMENT CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686 For 1608 83rd St. , Lot 4 (Somerset Twp) – Owner(s) Magnuson Homes Parcel # 11.30.19.645A20 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." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. Erosion control is a requirement of the conservation easement recorded for this lot. The Owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control 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 is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. Surface drainage is toward North Bass Lake with a buffer of 75 ft. setback for construction activities. The OHWM will be identified with silt fence prior to construction on this project. 2. Route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (includes drainage ditches). Do not allow diverted runoff to be directed onto slopes adjacent to the lake. (See specification sheet for Temporary Diversions provided by Zoning Dept.) 3. The builder /owner has prepared a detailed schedule of erosion/sediment control activities. If excavator adequate grades the site to create temporary diversions (see #2) to co ntain sediment and leaves q uate ve g etative cover to protect areas of concern, installation of silt fence may not be necessary. However, silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS or Building Inspector may evaluate ESC plan effectiveness and make recommendations to owner 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 contra ctor'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 & sediment co ms llat' Prepared by: Pam Quinn, Soil Erosion Inspector #665054 Owner acknowledizement of ESC Plan requirements: —/ o P K3 9 ' �o k Is - n CO m�OG' (� O� MO r D m a,m33 m 03 om I 1 r� � l]� • � 11 c l a H W 3 x h4 �- � 1 � l i _ J 4�y " e J P T 59� 1 l r o ol \ r �71 co I . �CT) _ - _: N 00 27 04 W 309.50 ......,., . OUTLOT LOT B S89 SSO.00r \ I SEE SHEET 3) WT 7 41 Ss44OI3V2973R Al PQG�C� G3C C�OG3DC D OGF / 356.39 \ Ne9 a13 E 1o7az zazNS '44 1�70 9949p PQC�s� °119 -- 526'4 -- - - - - -- - - - - - � LEGEND \ a\ CORNER MONUMENT ONUMENT ROUND �! O 7 X 1r RON PIPE SET WSM04G pill 3.05LBS. PER LINEAR POUF 1 UI I NORTH BASS LAKE O 1'X /r LION PIPE SET WEIGHING OIXI WATERELEVATIONB51 . 7 -CATE 3602 .13 U IS. PER LINEAR POUT � I L O.H.w.M.. US N89'aO13'E 7NB.82 o ORf NS O sEE zNOM1 PIPE FOUND OI PI I 852.912 98.]O A .: •,' / 34 I / 5 I IRON PIPE FOUND I @I / my BUILDING SETBACK lNE FROM OMYM (U5 I � �- �. PROPOSED DRIVEWAY / LOCATION Il i LB.O.. SIM ELEVATION OF THE Law / ---- --- ---- -- - - - -- ' - , .... • •' LOT 5 BUILDING OPENING •' 3.01 ACRES (131,090 SO FT.) i WOE UTILITY - 7 e9, gz ; LOT 4 EA EASEMENT � . • • • _ . • _ _ ..... -' � SEE LOT AREA TABLE •, 3.OACRESTOOHNM W)p LB.O.. 093 m 1 L.B.O. -I ae.,,Zw Ik - ___________ DNR 35'WIDE SETBACK FOR NO a• \ CLEM CIlf FROM pM'M N � N7jV77Zw OIrM ORDINARY HIGH WATER MARK r \ •. sf, .ej3ai 38)13' A00 — � EDGEOFWATER \ �� '8 ' 1 'n' Itv 11.7, 1 41 41eer OWNERS: LOT 3 CoPar Development LLO Elaine Boardman a. � v! \ SEE LUT ARFATABLE Arlin: Tom Hansen 022 160th Avenue I s.o ACRES TOOIAVM 1 406 Main 8~ Now Richmond, WI 54017 e , t Red Whop, MH 56066 2 00 ;r 651- 300 -16 `\ LB.o. - BM L �/ TI Mapnuem Ent. Inc. NORTH BASS LAKES - 7 AWe Tim Mapnuaon - - LOT 2 .16211 113th Street N. \ M ACRES StOhrator, MN W062 p �I -- � t90d152 so. Fr. � 651- 430-4924 SURVEYOR: dial PQQ4 0O F L@V 9 - I NORTHLAND SURVMNO, INC. GPI pI 856A M%5" \ P.O. BOX 14 ROBERTS. 1R 54023 ° dl I ezl.se sz5.7r PH 715 - 749 -1718 O 48a .4s Iz7.1v FAX 715 -749 -1719 9I NBr417W'E91782 462 l northlendsurveyinopressenter .com / LOT 1 a ^. MEA TABLE : I °1L-,A`R-.Z SEE LOT j 3.OAORE5T00 I SCALE IN FEET I'- IOU � ° " °' ° ° ° °� .� .... 100 O 700 200 EXISTING J 5114 CORNER SBr100A1Y 574.80 SW COIVJER DEDICATED TO THE PUBLIC SECTION 11 SWTH 1111E OF THE SE1/4, SECTION 11 9_ - - 5 —` - 589 °64 863.85' 589 °1 s ee's4'4ew 1963.8R I del Mln�PdGQ44t�D 6L�G1DD4 6�f�1 COUNTY TREASURERS CERTIFICATE - - - - - - - - - - - - I �IOO LL,° 9 vp rr STATE OF WSCONSHNSS CORPOF OWNERS CERTIFICATE OF DEDICATION Cowry COTY OF ST. CR09q OWNERS CERTIFICATE OF DEOIGiION kChW$Srld,bWg Na Ay Ws- W.qunee"=*VTnrertrdSLCmk Cw*,dohneb/ Aa— ,Ih- W.0lrYBel --eid Mimics UeWbW on" pteld LAKESIDE ESTATES to Le C'�e ' /OO ei A' 0 � '� m*Nalhreoadahrq OMM.t M WWOdMAd Ws"&'dnou'Vad m aW -*M. di itIM. Roped wo de6ondr rep titid on lM Pkt 1.1toM1,• 1hn ft PIn a aP ftoW O l BY1tYdooryon80n falwed tlM laM dsV� rrarnwMArd ele,.%rp d irtiaw h t. do d IAKeME ESTATES 1 q k dq SMI0o,SM.12b be wbt* ced b It. bbwYq la app.W aobpob -a. Cmv r+d dadWedr mleP-de ernled on rve PYL 8e rn CMV Pl "V. Zarim end P1Wa CWMEW ane Ne ToW, of scne c C DMgp,e,IL U.C. does firer -101' Nei f pin r M-d by.23 Wit— Ie h-1 end sed of a,id atone, lho day d 20_ la appr-W a ob).5- Taws d Sax -K St. Ctok CaaaY PlrNrq. Zor Cheryl SI C-* Traeure, DO. N WITNESS WFIEREOF. Ih w d Cope, Derdop . LI.0 h awed Ne h the peserK, d: peside,4 tl Lft m and N o7 WO M OWNER d �— ST. CROIX COUNTY PLANNING, ZONING AND PARKS COMMITTEE El.- Bondman B"dwed. f pal of LAKESIDE ESTATES in Ih Town of Sarrr K COPW N-bw -t LLC end It Side d Wismeh )SS M Ie pra.nrw d: Alto — Ent ft. & Elbe Bondnun, oMTtera, r he" aWond q Ws SL Co Carty PWRVV. Carlyd SL Crokj �p MM end PMe Con..b.. CaPe, D-1.; IL U C. Prasidne PersorWly errs filers me Lac _ day d A_ Ve ebae nerved Elie Bondman ro me b,abn b be Ne paean,Ne exeMad Ie Nae0ob4 Melnrr,erM ad acsrwlad0ed Ne AMa D. Arnen, Dhimw Oar r " 1B ' � Si � m a d . wwoo'sh As COL Of SL Croiq Shw Fkher, Zang Dbobr Ow Plriptaly ae,te beNe ms Bl's_dey of aorppalarA b fie lawn b h Ate Dereat Wt10 nralbd rte breplFp Krl Nd per . Weopwa add oorporeBaL aln edunnrdQ0d Nn he OxMAed de bozo -V snaps. arpadiorA q b aWniy. My Conmiavm expires Noi y R".. W— MY Camaalm exprs Page 1 of 1 Jon Sonnentag From: Pete Kling Sent: Monday, May 03, 2004 1:30 PM To: Jon Sonnentag Subject: Lakeside Estates Lot 4 Septic Permit Jon, I reviewed the site plan for construction on lot 4 and called Tim Magnuson with a few additional comments. I want him to submit a 1 or 2 page summary of the construction and EC measures. Once he submits this additional information I'll be able to affirm he's met the EC requirements and then able to obtain a septic permit. He's still working on Town of Somerset requirements, not sure where he's at with that. Peter Kling St. Croix County Land and Water Conservation Department 1960 8th Avenue Baldwin WI 54002 (office) 715 - 684 -2874 ext. 131 (cell) 715 - 760 -1991 pkling @co.saint- croix.wi.us 5/3/2004 MAGNUSON 6514204924 05/04/04 08s27am P. 001 5/03 /04 To: A ��- 4 Pete Kling St Croix County LCD Jon Sonetag St Croix County Zoning From: Tim Magnuson Magnuson Homes Re: Lot 4 Lakeside Estates Project Start/Schedule overview I Am making a request to start construction /excavation on lot 4 at the same time as we start construction of the roads and site grading in this project, May 10 -12. As per the site grading /erosion plan submitted we are going to use the drive currently in for access to lot 2 and-grade a short temp access road from the end of lot 2's driveway to connect with the driveway for lot 4 which we will cut and install with class 5 base material and maintain throughout the home construction process. Once the permanent road is completed we will connect the driveway for lot 4 permanently to this roadway, and abandon and reseed the temporary drive area between lot 2 and lot 4, 1 anticipate this to be approximately June 15th 2004 Curt Bunnel The site inspector for MFRA who is overseeing the road /site construction will be on site to assist in maintaining /managing and problems which could arise I also own a Bobcat which stays onsite and is available for silt romoval or maintenance if erosion control As per our erosion plan we will install / Maintain silt fencing in all down slope areas where a temporary or permanent drive is installed until revegitating has occurred. This is also true of the areas around the house, House disturbed areas within 20' of the structure will be landscaped with rock/poly or /and fabric and wood mulch for 5'+- around the structure and sod for the next 15 -25' sodding all disturbed areas between the house and the lake to the north, currently it is mowed grass for 80' to the lake we will keep within 25' of the house and repair all areas damaged and grass areas currently outside the silt fence will be let grow wild. Lot 4 driveway to be asphalt and remaining lot to be reseeded and landscaped, area over the septic system to be seeded with a mixture of annual rye grass and Prairie seed nursery septic mixture of grasses/flowers and hayed upon installation Schedule of events May 8 Install silt Fencing May 10 Cut temp access, lot 4 driveway and Begin excavation of basement May 11 -16 Install foundation / Begin development site work May 20 Back fill foundation May 23 -June 15 Framing of house completion of road bases, ponds, remove temp access and reseed and hay /mat areas disturbed June 15 -Aug 15 General house finishing Aug 15 -Aug 30 finish ext house details Install septic and seed / Hay septic area Aug 25 -Sept 7 Landscape Areas around house and Driveway to property line seed and sod as specified above, Install driveway (asphalt) Sept 11 Fall parade of homes begins aN o 1321.08' - - -- - - --- -" -__- N00 3'35'W 196.56' 560.27' 1292.10' Ip i� I G2 I N cn I CGS o I / g d o ZlP1 .' ry cn X6 1 Z, / 41 w a �s� O C' �w r� rn o A� N / r 85 605 �,49 w \ y� W -I O 0 O s G D o LO 0 n Co m -i O III C ---4 m •—i m OZ \ � °a u O m \ z co 0 co 0 OD Z co J , N y s7so78� o OO OL l 4G,LZ °OON 66 ' 0 p m L, O A o - OL'9BE N� VULZ °OON D N00 °27'04'JV309. '� 'L c C\ N \ ti c:1 � O LT) V •�i O W rn G N r [� m ra T � T � u rn -;g rn Lo goo A Z A W O \ W °. C w2s8, s, ��IA� � .(jp• 1 � n C� ' oc c� p ° O '00 Z,—NN `mAOG' Ko 0 -0 Q I I Oh -u o � �m�� m I X i C!r N n (1) m K r D pl l p o i� d oz Ir d r ' ULBRICHT & ASSOCIATES CO. 2812 1 Oth Ave. • Spring Valley, Wl 54767 Reg. Designers of Engineering Systems 715 - 772 -3442 Private Sewage Corwitants ' PROJECT INDEX PLAN ID # N A • DATE ZO O OWNER f/M AfXG�iVUSD/V PHONE ffoO • 7 4f , ADDRESS ISM // l/3 sT S i / /w�T -�-L �I�y• ssad� z.. LEGAL DESCRIPTION GOT - 7 IV 5 e A,'. //. 7 TOWN OF S / �'I / �G�"" COUNTY S eo e a l C CSTM /P . �f� /A l d /ri 147 LOCAL AUTHORITY/ SUPERVISION ST• eeeOIX Gly A. i A16 PROJECT DESCRIPTION: .17t s o Abf s7ez wQ Fl • s'D� S Su �' T"r��3 /� �i2 r9`.v ius/�o��v� Go v U,?,� f i o vri L {�• d . l c� • ! . S• .. 7 7r�'ff C ,p • ,4 44 Pally Gxr a m /;& S /2e ` pOWT SYSTEM SHALL Ulbricht & Associates �i ORpCRATA P � P ER COMM. INC PER ZABEL Private Sewage Consultants 83.44(2 �� 2812 10th Ave. FIL TER MOOEL# . / Spring Valley, Wi 54767 i Pg.l INFILTRATOR SIZING WORKSHEET P9.2 SYSTEM PLOT PLAN P9.3 CROSS SECTION OF SYSTEM, WITH ELEVATIONS. Pg . 4 " 1% 11 fl it 11 P9.5 OWNER MANAGEMENT PLANS & ZABEL FILTER SPECS P9.6 (OPTIONAL) CROSS SECTION AND SPECS FOR DOSING TANK. PG.7 (OPTIONAL) PUMP PERFORMANCE SPECS. The attached plans and specifications are based on "In- Ground Absorption Component Manual For Private Onsite Wastewater Treatment Systems. (Version 2.0) SBD- 1075- P(NOI /O1. I _ ``I N CL m z a W Cr RJ 1pp m co n m m m m N m m rm E �r � 11 �p 3 � j •• e y ` C 0 4 ;Q � kA l og 6 0 a 1 O�omCD 1 4-11 u' T m kA ° W � p _ 1 p jA euD a� u' �� �NS�IEcT /ov p� A7iv. ll� 1 I/M IV G'�'a SS Sic �'io� o� T/ r�'�"tiG�►S' W51W 5 4 7 v `- � �,v •.vs�J�cT��,v p� Aw. i2 •, I ff 11M tl 13 OVER: See Reverse Side for Vent/ Observation Pipe Details. a • °' T�N� st��f/ P ep- .its � cam � i SEPTIC TANK & PUMP CHAMBER CR SECTION AND SPECIFICATIONS 4" CI VENT PIPE 12" MIN. ABOVE GRADE & WEATHER PROOF ?LO' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AI1 INTAKE WITH CONDUIT MANHOLE C ` 4d W1 PAD LOC WARNING L .�'�us' t t9� �. -- --- -4" MIN 7 , INLET ' q, ,0` _ GAS- _ 7- I TIGHT zMeL '�-'� �_ = A f SEAL + APPROVED PVC P1 F i .Ter -L -- i ALM JOINTS W/ 019 EL � - � B �� + � PIPE 3' 0: pA ;,�� SOIL D C y t ON SOLID SOI PUMP OFF ELEV . q-- - FT. -- � t OFF RISER 1- ! D f PERMITTED .� - --"' � IF TANK O " V S A PP U TUI TA-V r — /�� 3 �� HAS APPROVED BEDDING UNDER TANK ROt CONCRETE PAD SPECIFICATIONS SEPTIG / DOSE �7��s ,�`� _ _ /� TANK MANUFACTURER: 4 ( NUMBER DOSES PER DAY: WANK SIZES D OSE /�� GAL. DOSE VOLUME INCLUDING Z ,,e !0 FLOWBACK: ` Z GAL. A LARM MANUFACTURER: -�U,ee 4L4& CAPACITIES: A = 1 S INCHES = 30O G MODEL NUMBER: SWITCH TYPE; B = 22 INCHES = 32--- G PUMP MANUFACTURER : ,2(I�II�� C = 7- INCHES = / G MODEL,,NU MBER: SWITCH TYPE: D = / 2 - INCHES = l/ G t? G. kEQUIREII DISCHARGE RATE 2-5 GPM PUMP & ALARM WIRING AS PER I LHR 16- 23 VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE -7 FEET + MINIMUM NETWORK SUPPLY PRESSURE . + (00 FEET FORCEMAIN X /-3 FT /300 . FT. • FRICTION FACTOR .. FEET TOTAL DYNAMIC HEAD - FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH _y� WIDTH a ; DIAMETER f � LIQUID DEPTH SIGNED: _ LICENSE NUMBER: DATE: • /NL E 1"' To t��•s l3a I7 D plc Se 'i f1IS POWT SYSTEM SHALL 4 �� ► INCORPORATE PER COMM. 83.44(2)c A PROPER ZABEL (p a FILTER MODEL # • �� - SEPTIC TANK, per Comm.83.44 (2) (c) shall be equipped With an outlet attached approved filter device (Zabel s filter). Tank shall have an approved above ground locking manhole cover for regular (every 12 months or less) inspection & servicing by a licenadd Servir-p n»mnPr_ • 1 ¢ TOT-4 f f&,,� /'�'�'T OF �'• c f v y a� /'v.P,j S � ZOELLER EFFLUENT PUMP MODEL.'98 65— 4 E 0 1 . 111 . A t) CAPACItY CUiivE 3 MODE # low. 'r a 1 / 4 •� S/8 • m 4 3 /le b— { 1/2 -11 1/2 wt -- u.s. autms hfERS t0 2 - --- 50 so Io so e0 160 240 FLOW PER MINUTE 1011 W MAY10 ttAA&t0W eld l erir veto swo atw ;r rwwe CA►Atrl1 It VMIltAr,N � � ftt� Mtt[Rt tlltle lrgt •v Io 3.09 ei iii 1 4,01 0 tic +f � tic M p Lack VON* CONSULT FACTORY FOR SPECIAL APPLICATIONS S FlactrIcat aherllelots, for duplex aYstems, era awlitable end $uppNad with an alarm. a Mwctlry Moat switches are avallabie for cordtoNing sh1�e and O _Mschanlcai eliernslole, I& duplex syalsms, ale available with of a pease eyslema. wkhotA Awm hutches. piggyback mercury Moat switches are evellable lot varlabis laval k" cycle controls. elandard all Mode We hl 39 lbe .pi l f,p, t. Inleerdlloef ,� z SELECT otnoE at as "w PON m schemes !wwItch.noomemdeor*alfe**6d. Control SeiectioR :' emote P nmetrry a alp P soal ewlloh ieYbeck meretwy, Seal Model +; Phi M� a Am f elm f ewfich. Rabe to rMO[fy. Al i 11S i . e P.__ et op _ _ lex 3. too fU OJ tZ, (a caf ehertula IOaOJZ a t0 -OOJi °! 1 A.L 4. Bee fkA oorrtcl modal d Electrical Allonalor, ••E Pp1c", DOS 230 1 AoAa I - e. Meremy serwor too tw"ch Io oM .Said ffr »0 = lto,r f f a 1 S J d+P�x ( d ( Ibet eyuem y a ooeMtd reNvalq 41c I f S t s tl i a 1 S S l . F _"ej r) hole "1 Pak ", wnedoO bwt, I" wiwl4Sl+t eoneredlon pe wired$ tYn �" °e duplee 0"tador% to WW. J. as P) lase 'J Per. IN weleeeetd peme� _., .rI fPllot. 6W help #N 4011 WOO le ee Ant tatc+f an CemWn..eon ftan« r CAUJIoM Nneert 1"M111 EIecl kd mara, IM 04". Vvchu+kd Alta rot Af inlaeaoee eJ taeb t AMrA ►fakap If ei� StOnk IF Prdatdwr Milwa an/ w41nt eM�iJ M / I�b111 e '""M�"'a0p ; and A;s,pUlk Ce.sd em, MJ Mc•nNJ •1•o4kbR AN *49u" aM ad by 0 t i I tl.• oe•1 rw•nt Nariea• Ebcirq Cede [ ted•e ahtv4 fw lot•+.•1 M,•IoJ. N•a1rA Ad lot11A} M C l "J the C eevptlsnal t•Ialy ntJ RESERVE POWEQED DESIGN For unusual conditions IT reserve safely factor )v dnglneered Into the design of t)4 ry Zoeller pump. RAN r &r.u. 007i 1631) Z b2rlAe" !1 lakr ct.,K) 40736 -0317 Maqu/aclw a.. . : SNIP 10; 3 du 04 , ifilkil tint w Sal= Kr Ir. ?i6 0141 -lYAI m .t r a sol) na -1T3r !. IN.3674 •f' /9,�9 OWNER's MAINTAINCE OF SEPTIC SYSTEM POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation ot,.thls system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling,authorit ies. , SPECIFIC CONTACT AGENTS ST ClOI X 0-y ZOA-)IA) * Governmental authority/ inspectors: ? 7 Q * Licensed installer, responsible for providing an operation maintenance "Users" manual: j - 7 02 •3 Y�l _ a2. 3 S * Licensed servmce / inspection agent other than installer: Electrician, for pump, electric controls, wiring units: IMPORTANT OWNER MAINTENANCE RE UIREMENTS 1• Winter traffic (sleddin area shall not be _ permitted, or�frostecan /willopenetrate into the cell, freezing.up the system. Discontinuos use in the winter.(a vaeaction trip, resulting.in no water use) lead to freeze ups. can also 2. Water conservat- ion needs to be exercised! Or system can be - hydrolically overloaded and destroyed. This syskem was designed for a maximum wastewater flow of ys� gals. daily. 3. POWTS are not designed to accomodate wastes from a garbs e. disposal unit, or any other unnatural . g Any introduction of such waste materials will overload sources of waste destroy this system. and 4 • If a power outage occurs, or a pump fails, it ma 4 result In a temporary overload of effluent bein Y cell, which may adversely impact the cell (leakhge). it recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover erosion preventive) can lead to failuree1 Co mpaction nsulat or heavy system. It IS NECESSARY TO th traffic also can destroy t he REGULARLY WATER THE VEGETATION OVER A SYSTEM!! stem beneath IS N Effluent in gr. cover. OT sufficient alone tO maintain a 6• Periodic inspections by the owner, or his agent necessary. Inspection pipes and g s' is t into the system: on the mound basalareaVe been incorporated (effluent inspection pipes), cleanout terminals on the' pressurized laterals, at each ti p - for flush t. The filter system in the tanksg and cleaning the laterals ground cov er/manhole). Onl a (via a locked above Person should be Y licensed properly qualibied & severe fet performing this work which involy y risk es s• Evidence of effluent health system's treatment cell shall also be regularly inspected. O AleLv ?9'/ e - L0 1s -S4e_1AJ s � rev av,= 774- Off L- TEST k - Wisconsin sconsin of SOIL EVALUATION REPORT Page l of Division of Safety andlBu ildings in apoprdanae with Comm 85, Ms. Adm. Code County X— Attach complete sit plan on paper not less than 81/2 x 11 inches in size. Plan must Include. but not ti to iml _ W(froon,tpl nce point (BM). direction and Parcel I.D. 7 percent slaps, or i1 maw "tion and distance to nearest mad. Please print all information. Date PWBVW k4bmmeoe You WQW& mey be used for secondary purposes (Frivaay Low. s. 15.04 (1) (m))- Z D Property Own �1 err 4 11 I'� y / VM ' 6' AI AI . Govt. Lot Location 1/4 5E 1/4 S �f T ✓ 0 N R 416(or) W P %% /%� 9 �'• W 9 B1X** u subd tvame or csMt! S Gi4l�ES /O� �sTi4TES City 1,57 State Zip Code Phone Number ;j ^ ❑ Gty ❑ Village DQTmn Nearest Road �/ w�t- T� JYW 1 Sso 924.4, , y Q -'24'171 /�P 0 * i4 vie P j New Construction Use:AResiderroal / Number of bedrooms Code derived design flaw rate d _ GPD ❑ Replacement ❑ Pubic or corrxnmdat - Describe: Parent material �O S NV O W t =lood Plan elevation ff applic ft General cornnntents and s ,,7 5 - 507 - 1 1 E_ Ifs✓ ivfAPeuvb e"060 P,D9 -z O• 75 Bork # O &Xkv q d y ,.Pit Ground surface stern. " ' ft Depth to limit M factor in. Sill Application Rabe Horimn Depth Dominant Color Redox Description Textum Structure Consistence Boundary Roots GPDff in. Mur"ll Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Etf#2 04 ---- SG 2,45h Am f,P_ Gw 3 /. o z ! .,z / •S '5 1 1 , a. s . y - 3 15 ME S O pL �f ( F2_1 # 19L Pit Groundsurfaceeiev. • ft. Depth to factor / in. Sol Application Rate Horton Depth Dominant Color Redox Description Texhue Structure Consistence Boundary Roots GPDlfF in. Munseti Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efiltt 1 '0192 o• �O YRy Zfs 2 cW z 5/4 Sim z /Yvl cs l 75 2 d �, —. o . Z - 60 .S c -- /. o• i 4 • Effluent #1= BOD > 30 1220 rnWL K anddTSS >30 150 mg& - Effluent #2 = BOD < 30 mg& and TSS < 30 nV& Norm CST Na (Pfoase Prirtt, 013 e _ �fheiC4 2 Z.CS n Mn S Address pate Evaluation Catducled Telephone Number O 715 • 77A • 3YY Ulbricht & Associates Private Sewage Consultants 1 4/5,0 p/k 5 2812 10th Ave. S009 Valley, WI 54767 o3a • �OyA • � , illg S9- S&C -// ORIGINAL VM Prosy Owner Panel ID # p 2 ` / ❑ Boring [7 3� � # R—Pit Ground su elev. / ft. Depth to finfty facer �V in. Horizon Depth Dominant Redox Sol Rate Description Textue Structure Consistence Boundary, Roots GPDVif . in. Muisell Qu. Si Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o 4D /t y �r ,e c 40 3- f o s s�G 5 h ' m5 .& . 3 ,s s n P. S 0, S l c •7 /. F �# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor irr. Sob Application Rate Horizon Depth Dw*wd Cow Redax Description Texture Structure Corrsister>ce Roots GPDW in. Mutsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E1f#1 'E1F#2 F-1 Boritg # ❑9 ❑ Pit Ground surface elev. ft Depth to kn&V factor in. Horizon Soil Rate Oarr� rant Redact T Structure Corrce Boundary . Roots GPDIff in. Mu sell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 TRW Eft #1 = BOD, > 30 < 220 mg& and >30 < 150 • m98- Effluent #2 = BOD < 30 mglL and TSS < 30 mglL The Department of Commerce is an equal o portunity service provider and employer. If you need assistance to access services or need material in an alternate fo t, please contact the department at 608 -266 -3151 or TTY 608- 264 -8777. aeoaswpc:sro�i I , J • 0 i { .d C O � 'u v kz� o � Q ^. 4 w o - �,- o� � c 0 ST CROIX COUNTY SEPTIC 'TANK M AINTENANCE AGREEMENT .�_. AND .- OWNERSHIP CERTIFICATION FORM Owlter /13uyer - rl/4 6 4N � 7� 1y. / S 0A) Mailing Address / s� /� � s7 f7 111V r4 . Property Address Q � S4. (Wrilscation required from Planning Department for new construction) City /State Parcel Identification, Number LEGAL DESCRIrrION Z a se Property Location A '/•, s r / *, Sec , T N -R / W, Town of -s��� Xe 7 Subdivision G/Q AIZ S/A.P.� S T .¢ TE -S Lot # �. Certified Survey Map # , Volume Page # �3Ceg�'s Warranty Deed N , Voltune Z 3 S , Page it 3 Q p 3 �V lT CLklm of '7� s 8 3 ,? Spec !rouse!( yes EJ tto Lot lines identiftableA yes 11 no SYSTEM MAINTENANCE lmptopet use and maintenance of your septic system could result in its premature failure to handle wastes. Proper mainte consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the sj can affect the function of the septic lank 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 master plumber, journeyman plemeber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdigmat sy is in proper operating condition and/or (2) aflet inspection and pumping (if necessary), the septic tank is less than 1/3 full of slu 1h1e, the undersigned have read the above requirements and agree tb maintain the private sewage disposal system with the stant set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Cettific eialing that your septic system has been maintained must be completed and returned to the St. Croix County ing Mice withi days of the three year expiration date. IL ��- pL SIGNATURE OF APPLICANT i I DATE OWNER CERTIFICATION the I (we) certify that all statements on this form e true Io the best of my (out) knowledge, 1(we) um (are) the owner( p o erty rm described above, by virtue of a warranty deed recorded in Register of Deeds Office, IGNATU Or APPLICANT I I DATE #* * * t ' Any information that is mis- tepresented may result in the sanitary permit being revoked by the Zoning Department. * r t Include wlih thls applieattorr: a stanrlied warranty deed from the Register of Deeds oWiice a copy of the certified survey map if reference is made in the warranty deed LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SOMERSET COMPUTER NUMBER 032 - 2043 -10 -200 Parcel Number 11.30.19.645A -20 OWNER NAME: First Last TI MAGNUSON ENT INC PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 812 160TH AVE SECTION 11 TOWN 30N RANGE 19W 1 /4160 1 /40 Line Description Line Description TOTAL ACREAGE 18.360 PLAT LOT BLK 01 SEC 11 T30N R1 9W PT SE SE 15 02 BEING LOT 1 CSM 10/2951 16 03 EXC AS DESC IN 1141/571 17 04 EZ -UT- 1404/297 18 05 EZ -UT- 1412/299 19 06 ALSO A PARCEL IN THE SW SW 20 07 SEC 12 BEG SW COR SD SEC;TH 21 08 89 DEG E 285.79';TH N 00 DEG 22 09 W 165.47';TH N 35 DEG W 23 10 101.43 ;TH N 58 DEG W 219.64 24 11 FT;TH NO2 DEG W 315.02';TH S 25 12 87 DEG W 28.05';TH S 00 DEG 26 13 E 679.12'POB 27 14 EXC AS DESC 1991/540 28 F1- General, 174 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit 1 0 • v o L ?285 Fv�13, 3 X36985 STA rr_ BAR OF WISCONSIN FORlc4 2 - 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX Co. KI This Deed, made between Jeffr S. Bo a Karen RECEIVED FOR RECORD Board hu sband a nd wife,_ 08/22/2003 09:00AN WARRANTY DEED ___ -- _ _ -- - -__ -- - - -- EXEMPT # Grantor. and TI Magnuson Ent_ -Inc'— REC FEE: 15.00 - -- - -- - -- -- - -- - - -- - -- TRANS FEE: 930. 00 COPY FEE: CC FEE: - -- - -- - - -- - - -- — -- PAGES: AGES : 3 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area (See Attached Exhibit "A ") — Name and Return Address ,-75P 11wUl.c e �le S 1 Z 0 r,d it hu) 55 35 b 3,;L 2-0 5V o00 a 032 - 2043 - 10.000 _ Parcel Identification Number (PIN) This - is homestead property (is) IMXOO Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of June JI-C 2003 ++ J Boardman - - -- * K aren Boardman AUTHENTICATION ACKNOWLEDGMENT Signature(s) S h� R--, }} STATE OF WISCONSIN ) St. Croix County ) c4�^ authenticated this day of �.� - - Personally came before me this day ol �� June _ . 2003 the above named Jeffrey S. Boardman and Karen Boardma husb and wife, TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing - -- -- — - -- — instrument and acknowledged the same. authorized by § 706 06, Wis. Stais.) FHIS INSTR(;MENT WAS DRAFTED BY Attorney Kristina Ogland _ Notary Public, State of Wisconsin 1 {unison, WI SJ016 - — My Commission is permanent. (If not, state expiration date: (Signatures maN he authenticated or acknowledged. Both are not necessary.) , - I ' '43mcs of persons signing in any capacity must be typed or printed below their signature. i nformation Professionals company Foro d� -ac w. 'WA RRANTI' DF;I;D STATE BAR OF WISCONSIN e00-555-2X1 FORM No. 2 - 1999 7SSlg4B 3 U 2521P y 3 1 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO., NI STATE BAR OF WISCONSIN FORM 3 - 2000 RECEIVED FOR RECORD Document Number QUIT CLAIM DEED 03/04/2004 01:20PK THIS DEED, made between Copar Development, LLC, a Minnesota QUIT CLAIK DEED Limited Liability Company Grantor, and T. I. Magnuson Enterprises, Inca EXOPT 15 Minnesota Corporation, Grantee. REC FEE: 13.00 Grantor quit claims to Grantee the following described real estate in St. TRANS FEE: Croix County, State of Wisconsin (the "Property"): COPY FEE: CC FEE: PAGES: 2 SEE ATTACHED EXHIBIT A Recording Area d S Name and Return Address: i b Land Title, Inc. 1900 x Silver Lake Road, Suite 200 0 - d-,01 2 I; C. Together with all appurtenant rights, title and interests. 32-2045-W 025 32- 2045 - 50-200 32- 2043 -10 -200 Parcel Identification Number (PIN) This is not homestead property. Dated this 2nd day of February, 2004. Copar Devel ment, LLC Q * ,President AUTHENTICATION ACKNOWLEDGMENT STATE OF Minnesota ) Signature(s) WASHINGTON COUNTY. ) Ss- authenticated this 2nd day of February, 2004 Personally came before me this 2nd day of February, 2004 the above named Copar Development, LLC to me * known to be the person(s) who executed the foregoing TITLE: MEMBER STATE BAR OF WISCONSIN instrument and acknowledged the same. (If not, ---� authorized by § 706.06, W is. Stats.) *Larry S. Mountain THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin My commission is permanent. (If not, state expiration date: Gregory A. Booth Attorney at Law .�, „� , �.. ■ ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names i Q N y 'Names ofpersons signing in any capacity must be typed or printed below their signature LARRY OTA19Y PUBLIC - MINNESOTA Comm. Expires Jan. 31. 2005 QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM No. 3 -2000 ■ U 2521 P 432 I EXHIBIT A Lot 1, Lot 4, eside Estates, St. Croix County, Wisconsin. i I I Y von 2385 FmC :384 EXHIBIT "A" Legal Description File No. 3 -42642 Lot 1 of Certified Survey Map filed in Vol. 10, Page 2951of Certified Survey Maps as Document No. exc Part of SE Y. of SE ' /4 of Section 11- 30 -19, being a part of Lot 1 of Certified Survey Map in Vol. "10 ", page 2951, described as o ows: Commencing at the SE corner of ection 11; thence ° 24' 04" W, along the South line of the SE /. also being the South line of Certified Survey Map recorded in Vol. "10 ", page 2951, at the St. Croix County Register of Deeds Office, 1323.86 feet to the SW corner of Lot 2 of Certified Survey Map; thence N 00 27' 15" E, along the West line of said Lot 2, 660.00 feet to the NW corner of said Lot 2 also being the point of beginning; thence continuing N00° 27' 15" E, along the West line of Lot 1 of said Certified Survey Map, 658.31 feet to the NW corner of said Lot 1; thence S 89° 38' 43" E, along the North line of said Lot 1, 660.00 feet; thence S 00 27' 15" W, 661.12 feet to the NE corner of Lot 2; thence N 89 24' 04" W, along the North line of said Lot 2, 660.00 feet to the point of beginning. Iso �ce_pt _Easement granted to Dairyland Power Cooperative as shown in Vol. 1404, Page �cument No. 597998 described as being 40 feet on each side of the following centerline: Beginning at a point on the East line of a parcel of land located in the SE /. - SE %, Section 11, T 30 N, R 19 W, and further described as Lot 1 of Certified Survey Map filed July 5, 1995 as Document Number 530892 in Volume 10 on Page 2951, said point being approximately 16.12 feet North of the Southeast corner of said Lot 2; thence In a Westerly direction a distance of approximately 663.86 feet to a point on the East line of Lot 2 of Certified Survey Map filed July 5, 1995 as Document Number 530892 in Volume 10 on Page 2951, said point being approximately 22.10 feet North of the Southeast corner of said Lot 2 and there terminating. Also except a parcel of land located in the SE' /. of the SE Y, of Section 11, T30N, R19W, own of Somerset, St. Croix County, Wisconsin described as follows: Commencing at the E '/. corner of Section 11; thence S00° 27' 04 "E along the east line of the SE '/. of said Section, 1323.90 feet to the north line of the SE '/. of the SE % of said Section and the point of beginning; thence S89 40' 13 "W, along said north line 658.66 feet to the east line of a parcel of land recorded in Volume 1141, Page 571 at the St. Croix County Register of Deeds office; thence S00° 13' 35 "E along said east line, 120.00 feet to the south line of the north 120.00 feet of said SE' /. of the SE %; thence N89 40' 13 "E, along said south line, 659.13 feet to said east line of the SE' /,; thence N00° 27' 04 "W, along said east line, 120.00 feet to the point of beginning. And: A parcel of land located in the SW Y. of the SW' /, of Section 12, Township 30 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin; described as follows: Beginning at the SW corner of said Section; thence N 89° 14' 08" E along the south line of the SW' /. line of said section, 285.79 feet; thence N 00 45' 52" W 165.47 feet; thence N 35 15' 13" W 4 I I 238' r��E:385 101.43 feet; thence N 58 51 W 219.64 feet; thence N 02 36' 46" W 315.02 feet; thence S 87° 23' 14" W 28.05 feet to the west line of said SW %; thence S 00 27" 04" E along said west line, 679.12 feet to the point of beginning. LOT 7 �. .,. Z Q � ses° 40',31V 297.39 o a • ��,P EIEVATIOtr 1424 N89 93722 Z 356. 596.84 242.49 278.09 +/ N8W40'1 937.22' c� z �< NORTH BASS LAKE f3 WATER ELEVATION 6817- DATE3802� O.H.W.M. =886 By -0 Aq� S' °Q N89°40'13 'E 749.62 Ipl I I 652 -92 9r.70 ill 728 s• CSI : 30 e 729 # LOT 5 LOT 3.01 ACRES (131,090SQ FT.) 4 a {4 7 3E LOT ARE% d ® 3.OAORE$5 a t Oil /ii p) � c a$7 ar Sa10 S7 Q71 45355, �� 78 yV11.7g k'is "E 41 S37• - y � N8Cf ... (j•9p �l64DE ! X 735 s �' 2 z 18 wE4,6� 73 73 LO'434 SEE LOT AAEATABLE G 3.0 ACRES TOOFMIM Z 739 NORTH BASS LAKE 730 ----- - - - - -- I • LOT ES 06& 3.01 ACRES 130,952 SO. FT. 1 I I [ PLURV (DIP I[LOO U 9 \ 1 �I P I C3�tl MOO ib• 90��0 �� \ 0 494.49 621 ... 325. 9 N69 "E 947.32 127.10 452.89 �I _ FiWSE SEE LOT a -11A 3.OACRESTOOh%W i DOST '5 - - -- - --_^_ _.__ DRIVE _ - - - -_� S897?W 574 -80 SW CORNER DEDICATED TOTHE PUBLIC — — _ — 889 °5 663.86 589 ao4 f nnrmFEDn nTl,rr:in n nrumr)Lii� PUMP P ERFORMANCE •- ILI, 10 1 1 1.1 S PUMP PERFORMANCE CURVE EFFLUENT MODELS PASSING CAPACITY WM Wil 1100 ■ ■ ■ °� ° ° ° ° ° ° ° ° ° ° ° °� ° ° ° ° ° °° ■ 1100 ■ ■ ° ® ® °o ° ° ° ° ® ° ® ° ° ° ° ° ° ° ® °° ■\ ■■■ ■ ° ° °eo °e ° °o ® ° ° ° ° ° ° °o ° ®° ■ ■, ■ ■ ■ ■ � ® ° °e ° e ° save ° ° ° e ° e ° e ° e ° e�� ° ee ° ee�� ■ ■ ■ ■ ■ ■ ■�� ® ° °°e°° °e °ease °sasses ■ ■ ■ ■ ■ ■� „ ■ \ ■ \ ■ ■ ■�� ° ° °ease °ee °°e° °e°eeee 1111■ \ II■ I� ■1111 \11 \ ■ ■ ■ ■ ■ ■ ■ ■■ - , � \ \ ■1� \ \00 ■■ ■000 .. . �� ::: :. ;. ■■ \011111■ \0000000 °° : ° °° :, 1111\ \II \1 \ \ \ ■ ■ ■00■ " °° ® 0 °� ° �® OEM ° a\\ \1111\ ■ ■\\\ ■000 ®° 0110 1311 \II■ \■■\\\■■■ \\\` \1W11IN ■ ■ ■ \MEN ■°° gym 9•:,011\ 00■■■■►� ■0 � I! 9%S, wI ■ ■ ■a0�■ 0KZ 041 11 11I0► 000 ■00■ Model 185/4185 should not be subjected to ■lit WRIS01 ■1►� \►0\ ■ ■ ■ ■\ s less than 30 feet TDH. NOTE: For Pump Performance on Model 112, Industrial column explosion proof pump, see FMIO219. � o�� now am������� DEWATERING mm ®moo ® ®m ® ® ® ®am s ®m ® ® ®0a ®aaaa0ava ®m0a ©msasaa0a00oa ®Aaaamo00ao00 ®mesas ®sasses ®oa ®a ®0vva ®0m omassaasaaasaaaamao ®os ®m0o ©aaaaaaaaasaaaaaaam ®0a0vam aasaaasaasaaaaaaas ®oaavv ®0 v ®saaaaasaaaasasasaaasomo® vaasaaasassaaasasasass ®00m s ®ssaaasaaaaasaaasaasass ®0 •1 SUGGESTED METHODS OF FLOAT INSTALLATION On some installations it may be desirable to install an independent hanger for the level control switches to avoid possible hang ups on the pumps, piping, valves, etc. Float hangers are available from Zoeller Company on Catalog Sheet FM0526 or can be fabricated from standard pipe and fittings. ACCESS COVER STANDARD PIPE FLANGE A 1 t0 -1457 FLOAT TREE WITH 3 FLOATS SHOWN PVC OR LIGHT WEIGHT PEAGRAVEL STAINLESS STEEL PIPE SK1217 TYPICAL FLOAT HANGER ON CONCRETE PITS SK1218 TYPICAL FLOAT HANGER ON STEEL COVER PITS OR SEPTIC TANK RISERS "EXTRA PROTECTION SYSTEMS" TWO PUMP SYSTEM ALARM The "Extra Protection" Two Pump system is an economical solution to the costly duplex alternating PDD (JUNCTION N BOX OX ANDND PLUG LUG N NOOT INCLUDED) pump system and it's easy to install. o The "Extra Protection" Two Pump Systems consists of: a. The two nonautomatic pumps with VLFS of your choice b. One Alarm System c. Two Unicheck Valves as required ADVANTAGES (1) The Two pump systems offers high pump performance without the high price. It is a system that PEAGROVEL fits your needs and your budget. (2) Delivers more dependability than a single pump system and greatly reduces the chance of costly and ON time consuming problems associated with wear out or damages and the resulting system failures. J P U 2O � ON PUMP I ON (3) Affords greater satisfaction and peace of mind to all concerned by providing state of the art protection UMP 2OFF �I for costly and expensive surroundings. ® PUMP, OFF VARIABLE LEVEL FLOAT SWITCH (4) Ability to change lead and lag positions by changing pump plug connection. ®P ® o ® ` ALARM' SK878 (5) Easy and economical to install. MINIMUM DISTANCE 2 "BETWEEN PUMPS 'I THE BASEMENT SENTRY 12 Volt backup sump pump system model 507 & model 510 Application - For Clear Water, emergency backup usage when power is off or primary pump fails. Extra Protection - When the primary AC pump fails due to power outages or system problems. • Storms • Brownouts r ter • Wiring or electrical problems l 1 Extra Protection - When the primary pump fails to keep up with excessive water due to rain or overloading. Includes: Pump and control MODEL 507 MODEL 510 Charger Fittings TDH (ft) Flow (GPM) TDH (ft) Flow (GPM) .y Battery Case 5 23.2 5 33.8 (Battery Not Included) 10 12.5 10 21.6 14 Shut - off Head 15 10.6 For submersible or pedestal installations. 19.9 Shut -off Head See FM1311 (507) or FM1139 (510) for information. Suitably sized basin required. © Copyright 2004 Zoeller Co. All rights reserved. 5 • �>�;J�Go fJ e/ j3 v 6 l'o Pi4R 17& vmap.Arex. 7 % ToAi y.9•vsE.v ¢ o Cv �1.4i v S7' REV Cv /, �jv. S,soGG SI. 3 - /Gv Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ! of 3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code � 'T CiPO % X , Attach complete site plan on paper not less than 8 112 x 11 Inches in s12 9. Plar�' - sr Include, but not limited to: vertical and horizontal reference point (BM), c rectiom and Parcel 1.0• SEF 40 percent slope, scale or dimensions, north arrow, and location and distar re to nearest road. Please print all Information. i`4 `.: `- (qik iewed'by Date Personal Information you provide may be used for secondary purposes (Privacy s. 15.04 (1) (m)). Property Owner Prt5Pe I gtiol ,$ ,C/, 30 /9 i' //V je �oA `_ or _..:,f�..._.__4/4 S %Z T N R (or) W Pro ry Owners Mailing Address Lot 0 Block # Subd. Name or CSW City ru) State Zip Code Phone Number City ❑ Village (aTown Nearest Road AWlie vk I tv/. I Silo/7 ( 7/5 2 - Y6 • S3o6 s0mg-R SZ=- — /loo > - -9 u.2 . New Construction Use Residential / Number of bedrooms 3 Code derived design Row rate �� GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material % �f� Flood Plain elevation If applicabl �` R• General comments and recommendations: y ST . El Boring # p Boring loo-o,3 SS. S . Pit Ground surface elev. R. Depth to limiting facto -2- in. Rate Sol Applicabon Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD<fF M. Munsel flu. Sz. Cont. Color Gr. Sz. Sh. - Eff l 'Ef #2 / 0 ly /0 311-/ �--- L z f shy s A c &tj If- ' S . k Z . 3 7.s i I ° t G 51& /fshk zu, A a — Z- io J�Sk �-c • • a • 3 if s Y/Z s/ O Boring 0 0.0 ' S .S .,S . F 2— ] � Pit Ground surface elev. 1 R. Depth to limiting facto Z In. cation Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. I 'EffNi 'Efftl2 1 0-12. 10"31 ___-- L 14 d S c4.) 3 -F . S• S C oT S Y/e 6 ' Effluent #1 = BOO > -370�< 2200 ng& and TSS >30 1 150 mgA- ' Effluent #2 = BOO 1 30 mgA. and TSS < 30 mgll. I CST Name (Please Print) �l f4 I��C jj R o/3�R T 7— sig nature � 2 to N � Address Date Evaluation Conducted Telepfmone Number e Ulbricht & Associates / 9 - .2�3 7 I • 77.2„ • 3 `A /Z 2812 10th Ave. 0 1- 20 Y • DAD Spring Valley, WI 54767 4 I4W S / I,S'� see. 03 D � /j � • S C. / � /5,C S For issuance of permits and designing Contaci: Ulbricht & Associates , s j s � SSG 2-- - 032 YS S Registered private wastewater consultant and plumbers p3 -2 ayf _ yo.oai: 2812 10th Ave. yw� S EC• � Z - Spring Valley, WI 54767 r 715.772 -3442 �54) ? .5 4 0 1 / 1 . 11 0 � z 0 32 - - 5' • yv • �->� 3 0-67- A• �• Bo41e0 -i,4 , t) Z o 7- Z 3 Property Owner _ Parcel ID # Page of ❑ Boring O � S. S5 . 3 � # �" Pit Ground surface elev. ft. Depth to IimiNng factor — �-- in. sod Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf M. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 z- -s �o — SSG / n�+ /� � w / • Y • G• CZA H615 /0 lie s' f G Boring # ❑ Boring ❑ Pit Ground surface elev. fl. Depth to limiting factor I"• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff° In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 ❑ Boring Boring # pit Ground surface elev. R. Depth to Nrniting or in. 0 Sod Application Rate Horizon Depth Dominant Color Redox Description • Texture Structure Consistence Boundary Roots GPDM In. Munsed Qu. Sz. Cont. Color Gr. Sz. 'Eff#1 'Eif#2 F # ❑ Boring ❑ Pit Ground surface elev. Depth to lirnitin9 factor N'' Sod is don Rate Horizon Depth Dominant Color Redox xture Structure t',onsistence Bouxrdary Roots GPDA i In. Munsell Qu. Sz. Gr. Sz. Sh. 'Eff#1 E1f#2 Rt Effluent #1 = BOD, > 3o : S 220 ffxA and TSS >30 150 mgll ' Effluent #2 = BOD, _< 30 "V& arxf TSS 1 mgll 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. seo a�opt.e�eor ` i > Sk VIN 1 0 0 " y• N W a tz C 3 1� Q� � o w � � O �•4 T II I o 5�i f C m ° d CD 0 , ' � 3 o A� d . mb n 00 1 o -I C 0 3 � 5 z 0 z • y n m �c w O � s 3 N o CD M w - 47 3 is CD m N o a p m N N w m p No p w o c ca 3 3 j � j O O C v m (n Z w Z D tp a w • (n Z V7 Z D `C! CD co D Cfl D CD cc D ca' D C. y w 3 a a 3 C L a co o o C., t O O M a O O W c\ K) � c z z o o OD C1 r to O ? ?? M In , m z z 000 c c c c Er a � -u = � v, u, v, o o o o . ��. CD o' er ?. . ID A y ca d M M W m o v cr o ° v :: 3 ai N Na a � � N C o v a00 000' o y m CD � m CD �. �. CD 10 fl.a= F Q V l Q y A CL 0 7 d 0 7 3 = 7 O O 7 8 A Z N n A�3 > j =5 x W m c z CD �- A CD CD M m co CD CD W z W � w � I C m n ooc ma m mQ d co N y CL d co N y co m — j � = d y N0 =L 7 O0 T vo(D � = Z aoI � � Z a ° EP CD — O EP CD o N• < D N ° CD -• D 07 R O CD N N N Ul• < pl N - N 7 t9 ` u 7 N ` 0, 7 7 a � � vi a % + vi rJ 00 Np 07 °D 0) 'O I A. o CD m m CD 63 O C 3 O F ` Fr N fD CD A 0 r- 0 N (D � fD � � cz 00 00 N CD f0 O O O O O O N a f CD c ° o ° o 0 . ° o ° o CL ti I Parcel #: 032 - 2043 -10 -200 01/27/2005 11:00 AM PAGE 1 OF 1 Alt. Parcel #: 11.30.19.645A -20 032 - TOWN OF SOMERSET Current X, ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * TI MAGNUSON ENT INC TI MAGNUSON ENT INC 15211 113TH ST N STILLWATER MN 55082 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 812 160TH AVE SC 3962 NEW RICHMOND _ -- — SP 1700 WITC Legal Description: Acres: 18.360 Plat: N/A -NOT AVAILABLE SEC 11 T30N R1 9W PT SE SE NG�LOT Block/Condo Bldg: CSM 10/2951 EXC AS C ZZ1 EZ- �F4U4729 Z -U - 1412/299 ALSO A Tract(s): (Sec- Twn -Rng 40 1/4 160 114) PARCEL IN THE SW SW SEC 12 BEG SW COR SD 11- 30N -19W SEC;TH 89 DEG E 285.79';TH N 00 DEG W I „ 165.47';TH N 35 DEG W 101.43';TH N 58 T more Notes: Parcel History: �• ' Date Doc # Vol /Page ype 08/22/2003 736985 2385/383 WD 09/27/2002 692047 1991/540 — QC 09/27/2002 692045 1991/537 QC 2004 SUMMARY Bill M Fair Market Value: Assessed with: 10946 209,000 Valuations Last Changed: 07/14/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 48,000 115,200 163,200 NO UNDEVELOPED G5 12.000 600 0 600 NO PRODUCTIVE FORST LANC G6 3.360 13,400 0 13,400 NO Totals for 2004: General Property 18.360 62,000 115,200 177,200 Woodland 0.000 0 0 Totals for 2003: General Property 18.360 62,600 115,200 177,800 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: Batch #: 316 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00