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Permit Holder's Name: City Village X Township Parcel Tax No: D S Construction Star Prairie Township 038 - 1191 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /061 /6 L� . /) 7' &Y �h. LU e 13.31.18.984 TANK INFORMATION V tj ELEVATION DAT TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 16)00 Benchmark Y3 / d4 3 ` D / 60 , 0 Dosing i' / h Alt. BM Aeration w [J Bldg. Sewer - Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet V/ TANK TO P/L WELL BLDG. Ven to Air Intake ROAD Dt E,�sr , A/ �— Septic � , l � r Dt Bottom Dosing 1 Header/Man. u vi ef ► m 1 /0. Aeration Dist. Pipe D �, s /1 Holding Bot. 5 ystem PUMP /SIPHON INFORMATION Fina 4 SrSIP 5 S t'� 9 y3 Manufacturer Demand St Cover PM A 1A v3 Model Number -j s-S rl-o 6 V - TDH Lift on Loss System Head TDH Ft Forcemain Length Dia. SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 ( � I--- SETBACK SYSTEM TO P/L S JBLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Typ Of System: / CHAMBER O UN Model Number: DISTRIBUTION SYSTEMZ o f�� . p / Q /o2rtcr Header/ anifold Distributio /n,, �iL L-1 x Hole Size x Hole S acing Vent to Air Intak Length Dia Length 7 Dia patio SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center / Bed/Trench Edges Topsoil Yes 0 No Yes No 7. qy COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:�/ d3 Inspection #2: / / Location: 1317 214th Ave Ne chmond, WI 54017 (NW 1/4 SW 1/4 13 T31 N RI 8W) Northgate Lot 35 Parcel No: 13.31.18.984 1.) Alt BM Description = � p,,� / 77 V I/ ��'" - K ° Qv 2.) Bldg sewer length = 3G / t yVv �/SY5* n ! D 6A Uv -' 64k k � - amount of cover = / t] �: y _ k-e [/{ S.ezV Aff Plan revision Required? #/Y s ] No 1 Use other side for additional information. SBD -6710 (R.3197) Date Insepctor's Signature Cert. No. 1 J i • 'Y I �� 9►- �d�tir� ��ry�y -� a''�'�° I 1 I � r I 4f mod✓ r - c Safety and Buildings Division Canty 201 W. Washington Ave., P.O. Box 7082 s FNv i ' mconsin Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) De artment of Commerce (608) 261.6546 -�-© Sanitary Permit Application State Plan L D. m Number, / In accord with Comm 83.2 1, Wis. Adm. Code, personal inforation you e I �+ may be used for secondary purposes Privac Project Address (if dill t than mailing address) I. Application Information - Please Print All I form / Property Owner's Name EB 2 ,3 _ Parcel # Lot # 131os1r#- S Property Owner's Mailing Address " t r' / ST C FICF Property Location } ZONING OF /,'/ City, State Zip Code Phone Number 'LL y,—aLy, Section .3 II. Type of Billeting (check all that aPPIY) L T s.._ N: R.�_B ot! 7 8 G! ` A I or 2 Family Dwelling – Number of Bedrooms _ ? ,/ - Subdivision Name CSMAund tx– ❑ Public/Commiercial – Describe Use // C ❑ State Owned – Describe Use V ❑City ❑Village§0ownship o III. Ty,)e of Permit: (Check only one box online A. Complete line B if applicable) � A X New Syattan ❑ Rep)aoartent System ❑ Treaunemt/Hokiing Tank Replacement Only ❑ Other Modification to Existing System 13 • ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Due Issued Before Expiration !'lumber Owner IV. T pe of POWTS System: Check all that Apply) d , Non – Pre s s urized In ❑ Mound > 24 in, of suitable soil ❑ Mo 24 in. of suluble soil ❑ A14ktide ❑ single Pass Sand Filter ❑ Cons + aucted Werland ❑ Preaudzed In-Ground ❑ Holding Tank ❑ Pat Filter ❑ Aerobic Treatment Unit ❑ RecircuWidg Samtd Fihor ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pi ❑ Other (explain V. Dispersal/Treatment Area Information: } Design Flow (gpd) ✓ Design Soil Application Rat !) Dispersal Area Required (so Dispersal Area Proposed (sue System Elevation VI. Tank Info Capacity in Total Number ' ' Manu p facturer Prefab Site Stool Fiber Plastic Gall Gsllons of Units A 1 Concrete Constructed Glass New Existing Taalu Tanks / Septic or Holding Tank Aerobic Tteattaea Unit Dosing Clamber VII. Responsibility Statement- the undersign assume responsibility for Installation of the POWTS sbowo on the attached Plans. -TZL� PIumb9Ks N (Print) PI 's re MP/A4PRS Number Busiom Phone Number Plumber s A 1 l (Streit, Ci ,State, Zip Codej k C VIII. oun /De artment Use Onl pproved ❑ Disapproved Sanitary Pennit Fee ncludes Groundwater Dat Issued uing nt Signature tamps) Surcharge Fee) 5 cro ❑ Owner Given Reaso Den n for ial • &0� Coaditioas of Ap roval/Reasons for Disapproval ° p�eu�►t -�-�- ��cCa.U-x:l� -v u�c.P� �-�tc1 ,�� G'� 6- d''�L, =i t�►^ � �S'� a�t.e'`_ -�° GR� & ; jr,;Uj OZw7zQit/ 09UJ73' . 3 u c Oh 8�• ��t�.tc t� y la� Attak con4kae plans (to the Coua only) for flee system on paper ties than ilr'3 s l l iackoo la sir SBD -6398 (R. 08/02) M'd&t.,2 ccu i6Gt �� ,,,. �'3 • �3 / VI/ YnGGoa �2- � 2S' �y�y►� -hf�_ � c�71' - � =►�rrk .s s�Pr• r� G�i4,c�pd � y I C /SI - IF /00.6 3 n 135 1 c� ;� S ���s�° ✓e�4 Q.,� �/�J �y- ,..sr� /� -see /3 - y"�3�� �i�'r.� X90 1 ,T xj a� - a G � lyisc tnentofIndustry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 an Rons P• ety elati & e.,16ngs in accord with ILHR 83.05, Wis. Adm. Code • COUNTY St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nea oa 038 1055 - 20 APPLICANT INFORMATION- PLEASE PRINT �,EORMATIOGt '� REVIEW DBY DAT 7 PROPERTY OWNER: / PROPI TY LOCATION GOVT. T t/4 1/4,S T N,R r W Greenwood Enterprises Inc. /` ' �1. NW SW 13 31 18 �) PROPERTY OWNERS MAILING ADDRESS ; ,��I � ry LOT # BLOCK # SUBD. NAME OR CSM # 2141 Ct . Rd. "C" 35`: na I NorthGate CITY, STATE ZIP CODE Ntl Bee, 11 9W CfTY­t1VILLAGE []TOWN NEAREST ROAD New Richmond, WI. 54017 ( I�' 2` l!Y Prarie 214th. Ave. [x] New Construction Use [ x] Residential ! Numt; f bedr [ ] Addition to existing building j ] Replacement [ ] Public or commercial des t' £ Code derived daily flow 600 gpd Recommended design loading rate • 7 bed, gpd /ft •8 trench, gpd /ft Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate .7 bed, gpd /ft2 . 8 trench, gpd /ft Recommended infiltration surface elevation(s) 96.00 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem � S ❑ U CRS ❑ U :aS ❑ U ® S ❑ U R7 S ❑ U ❑ S Elul SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bota�dary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ITrer& '? 1 0 -12 10yr3 /3 none 1 2msbk mfr gw if .5 .6 ................. 2 12- 10yr4 /4 none sicl 2msbk mfr gw if .4 i .5 Ground 3 27-84 7.5yr4/6 none co Osg ml na na .7 i .8 elev. 10. Depth to limiting factor Remarks: Boring # _ 1 0 -12 10yr3 /3 none 1 2msbk mfr gw if .5 .6 2 2 12- 10yr4/4 none sicl 2msbk mfr gw if 1 .4 .5 i 3 28-8 7.5yr4/6 none cos Osg ml na na .7 i.8 Ground elev. { 1 Depth to limiting factor +841, L L I Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715 - 246 -6200 Address: 1554 200th. Ave. Richmond, I 54017 Signature: Date: 4 -25 -99 CST Number: m02298 Greenwood Enter ris 3 ' PROPERTY OWNER P SOIL DESCRIPTION REPORT Pag PARCEL I.D. # 038- 1055 -20 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bouindary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -9 10yr3 /3 none 1 2msbk mfr gw if .5 .6 2 9 -22 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground 3 22 -84 7.5yr4/6 none cos Osg mi na na .7 .8 elev. 9 9.6 ft. Depth to limiting �� ��, /�" <, factor v CIO ato— - <d-tu1 F - acv✓ Remarks: �- Boring # 1 0 - 10ry3 /3 none 1 2msbk mfr gw if .5 .6 4 2 9 -20 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 ................. 3 20 -84 7.5yr4/6 none co s Osg ml na na. .7 .8 Ground elev. 99.5ft. Depth to - limiting factor +84r' Remarks: Boring # 1 0 -10 10yr3 /3 none 1 2msbk mfr gw if .5 .6 2 10 -22 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 22 -84 � .5yr4/6 none cos Osg ml na na .7 .8 Ground elev. 99.3 ft. Depth to limiting factor +84 11 Remarks: - <a4%s.9" & 3 Boring # 13 Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Greenwood Enterprises, Inc. 1554 200th Ave. CSTM2298 NW4SW'j S13- T31N -R18w New Richmond, WI 54017 MPRSW -3254 town of Star Prarie (715) 246 -6200 lot #35- NorthGate This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 =40' BM.= top of 1 pvc pipe C el. 100.00 Alt. BM.= top of 1" pvc pipe C el. 99.50 eZ C! 2� a Gary L. Steel 4 -25 -99 Aggregate SAS 3 SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Aggregate Soil Absorption Systems Permit Number 7/18/99 Date x .X. Gravity Distribution only 1 Pressure Distribution 3 ft Suitable Soil 6 in Aggregate Depth 2 4 in Nominal Pipe Diameter 600 gpd Estimated Daily Peak Flow 0.80 gpd /ft Wastewater Infiltration Rate 7570 ft Minimum SAS Size 96.00 Ift Proposed SAS Elevation Soil Surface Acceptable Finished Grade EL 3 (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest Highest Elevation? 98.50 100.33 1 100.00 84 96.00 98.50 Yes 2 100.00 84 96.00 98.50 Yes 3 99.60 84 95.60 98.10 Yes 4 99.50 84 95.50 98.00 Yes 5 99.30 84 95.30 97.80 Yes 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Depth of aggregate below distribution pipe. 3. Based on chosen system elevation, and aggregate depth. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10553 -E (R.05/98) ST CROIX COUN`I" Y SEPTIC TANK. MAINTI?NANCH AGRH MLNT AND OWNFiRSHIP CT,RTIFICATION FORM owuer /Buyer Mailing Address Property Address 131 t11teii n construct Plannin Dc ai (Verification required from Planning P / City /State AL,rLJ Parcel Identification Number I L ii9i LrGA1, DESCRIPTION Property Location i T -R�w, Town ,�L>) /d, �_ /,, Sec. ,� , Lot # .�_ Subdivision 7a) // Volume , Page # d Sttrvc 14 .. Certified Y [ Warranty Deed It 7b_S3_ Volume, � � — Page it Spec House 0 yes ❑ uo Lot lines identifiable 25 yes ❑ tl SYS'TE9 MA.IIVTFNANCE Improper use and maintcuanceof 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 b a licensed pumper. What you P Sy stem Can affect the function of (lie septic tank as u treatment stage in the waste disposal system. Went a certification form, signed by the owner and by a 'r Department arli ni r era es to s ubmit to St. Croix Zo g P sal System property owner waterdi o y The prop y b'n is in r oper plu journeyman plum nand/or a ft ins an pumping r (f necessary), it e I c tank is 1 ss than 1/3 full of sludge. is in proper operating condition () P Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal wisw p ert an au u set forth, herein, as set by the Department of connerce and the Dcpartunent of Natural Resources, St o f stating that your septic system has been maintained must be completed and returned to the St- Croix County Zoning Office wrthrn 30 days of the three year expiration date. -/ DATE SIGNATURI: Or APPLICANT s t RTIFICATION OWNrR cr (a re the ownc of ] (we) certify that all statements on this form are tnre to the best of nay (our) kriowIcdge. I ( am (a ) the property described above, by virtue of a warranty (Iced recorded ill Register of Deeds Office. DATE SIGNA`I'URI? Or APPLICANT - represarted may result in the sanitary permit being revoked by the Zoning Department. * * * * ** Any information that is finis «« Include with (Ills apPlicatlon: a stamped warranty deed from tl(e Register of Deeds office a copy of the certified survey snap if reference is made in the warranty deed I _ POWTS OWNER'S S MANUAL & MANAGEMENT PLAN Ha FILE INFORMATION SYSTEM SPECIFICATION Owner - /, tic Tank Capacity al o NA Permit # Septic Tank Manufacturer - o NA Effluent Filter Manufacturer ❑ NA DESI PARAMETERS Effluent Filter Model 0 4 - ❑ NA Number of bedrooms o NA Pump Tank Capacity al O NA Number of Commercial Unit k NA Pump Tank Manufacturer z NA Estimated flow (average) gal/day Pump Manufacturer NA Design flow (peak), (Estimated x 1.5 al/daX Pump Model o NA Soil Application Rate gal/day/ft' Pretreated Unit Influent /Effluent Quality Monthly Average* ❑ Sand /Gravel bitter cr Peat Diller Fats, Oils & Grease (FOG) <30 mg/L ri Mechanical Aeration ❑ Welland Biochemical Oxygen Demand (BODs) <220 mg /L ❑ Disinfection o Other: Total Suspended Solids (TSS) <150 m /L Manufacturer Pretreated Effluent Quality O NA Monthly Average ** Dispersal Cell(s) A In-ground (gravity) ❑ In- grownd (pressurized) Biochemical Oxygen Demand (BODs) <30 mg /L ❑ At -grade ❑Mound Total Suspended Solids (TSS) 530 mg/L ❑ At- -line ❑Other: Fecal Coliform (geometric mean) <10 cfu /100mL Maximum Effluent Particle Size '/a inch diameter * Values typical for domestic (non - commercial) wastewater and septic tank effluent. ** Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequenc Inspect condition of tanks At least once ever o months ears Maximum 3 rs) I ) ump out contents of tanks When combined sludge and scum equals one third '/3 of tank volume Inspect dispersal cells At le once ever ❑ months la' ears (Maximum 3 rs) Clean effluent fitter At least once eve ❑months 1d1 ear(s his ect pump, punip controls & alarm At least once every a months ❑ year(s) _WNA Blush laterals and pressure test At least once ever ❑ months ❑ ear(s) 9 NA Other: At least once every ❑ months ❑ year(s) ul NA (Mier: At least once every ❑ months ❑ ears ANA MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third ('A) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatment components, and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that my impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tanks(s) removed by a septage servicing operator prior to use. I Owner: i )1 L1 1 Page_-.2_0f System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal high water levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact. The area within 15 feet down slope of any mound or at -grade soft absorption are. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONEMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with ch. Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. si has not en evaluated to identify itable repl emer�arp' fail the POV oil and site v atio mu be erfo a locate suitab cement area. If no replacement area is available a ho ing tank may be installe a last reso to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at the time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTAL ER POWTS MAINTAINER Name - Name Phone - Phone SEPTAGE SERVICING OPERATOR (PUMPER) � Name LOCAL REGULATORY AUTHORITY Name Phone Phone �`� S J 2132P 405 kk STATE BAR OF WISCONSIN FORM 1 - 1998 :j 708468 WARRANTY DEED KATHLEEK H. WALSH REGISTER OF DEEDS Document Number ST. CROIX CO., MI This Deed made between Gt RECEIVED FOR RECORD r ellmtc� Ehte]WisQS,_snc.�.. -_ 02/06/2003 08:30AN a Wi smnsi n ---_ - EXEIpT --.__...... Grantor. :. and Ii .c A REC FEE: 11.00 CrinstrurtinrLand A =rx TRAMS FEE: 72.00 COPY FEE. CERT COPY FEE: Grantee. PAGES: 1 Grantor, for a valuable conslderatlun, conveys to Grantee the following j� I; described real estate in — St._Croix _. -_ _ y Count , State of Wisconsin i' � I (the "Property "): „r ,y Al, Name and Return Address L9 of the Plat of NorthGate recorded in the Office of the Register of Deeds of St. Croix County, Wisconsin, on May 20, 1999, in Volume 7 of Plats, at Page 46, as Document Number 603503 n 038- 1191 -40 -000 �. Parcel Identification Number IPIN) 6 This iS nOt homestead property. f' (is) (is not) I �i 'i 'I I N I Together with all appurtenant rlghts, title and Interests. Grantor warrants that the title to the Property Is good, Indefeasible in fee simple and free and clear of encumbrances except I' 'I easements, restrictions, and reservations, if any, of record. Dated this - day of - .Tannary — _ MD ENT3;RM S, INCA (SEAL) �Yrt ?l-'G f/\ �.- (SEAL) Tames > i._ - Busch,-preaide n - - -- i (SEAL) �_ -- (SEAL) I AUTHENTICATION ACKNOWLEDGMENT Signature(s) _ ___ State of Wisconsin, ss. rrDiX Cou t I �J 1. authenticated this clay of __� —_ —__ Personally came. before me this {�_._- day of ' �IaIll]Bry, 20Q3_ the above named - James__E.__Rusch,__its_Pmsident .and_.Mary_ .R._Rusch,_ its- Rpr /TrPac TITLE: MEMBER STATE BAR OF WISCONSIN __ -- _ _ _.. - -__ _..._ .— ____... to . r.r (If not. _. me known to be tlu person S- ...._. whn. `pc�te4y"sQjegaing 1N� {• authorized by §706.06. Wis. Slats.) Insl l and acknowledge THIS INSTRUMENT WAS DRAFTED By _ ,,Qp �, �/,(j��� ;j � !� _ '...4L� Sandra Gehrke Nota y Pubitc. State of Wlsconstn d O New Richmond _WI 54017 My mmi Ion Is ennanent ( "t; "t; 'tatq exp it Nate (Signaluns ,nay be authenticated or acknowledged. Both ate not necessaiv.) - �_ -.. -c•` N-- nl pr snna signing in —y —je—ly most he ry,ad nr pn—A h.n. their sianal ore. STATE BAR OF WISCONSIN w.sconsm Legal Blank CO.. Ina WARRANTY DEED FORM No. I - 1998 Mliwaukee, Wis. ../L Ii Z, — ... b.......... r-- -- - '��u all YV111111% in Section 13, T3 IN, RI 8W, Town of Star Prairie, St. Croix County, isconsin. EAST —WEST 1/4 SECTION LINE UNPLATTED L ANUS S89 °07'26'E 3645.68' 230.00' 205.00' c 242.000 h ' S89' 07'26•E Z o S89'07'26'E 22 1, ° o pp STORM WATER PQND1W (ti W EASEMENT - MAX. POND E tti C0 00 N 1001.5 NO BUILDINC 7 D 56,325 sq. ft. �' 59,040 sq. ft. PERMITTED. ` 1.293 ac. 1.355 ac. 10 72,330 sq. ft. v 60,964 sq. 1.400 1.660 ac. w � - — t,, -- -- � • - ,� ac, p ;n Z ION Z Z C) -� It r. — - 90.93'- - - - 205.00' - - - 33. 5'- - - 4 S89'07'26'E 329.58' s 6 5 60 '00 1 214 7'26'W 3 5 .91= N8 8' 6 5 )3.55,30 17 — - 9 - - --103.65' 1 � 0223 1 �1ti - 40.93 - - 1 ss.00 — 31 S6• S 30•w �I - (ob �Q A 6 6 o v / C) (h OD \ O ('7 �- N W . V 35 36 M W �1 • (U fh Z • in q. ft. 55,500 s V 56,800 sq. ft. in -� 3 7 0 1.304 ac. Z 1.274 ac. Z Z 63,31 74,459 sq. ft. • 1.454 1.709 ac. 99.0 - NO STRUCTURES AL OWED IN EASEMENT o 8 N _J 185.00' 191.00' 2 50.( 5 sq. 3 ac. When the shop shown on Lot 6 is removed, o r if then the entrance is changed to the east5,dtp, ave t channe Q O % ( 0 1 • the owner, of Lot 6 shall h the , ��) 2 the th surface water past a west end of � � said shop and across land to the north of said shop, on Lot 6. The drainage course con be re- ' positioned at owner's discretion within the limits of 6' W the platted easement, and said ease ment width can be reduced to not less than 15 in width, provided LEGEND the natural flow is allowed to remain on . Lot 6. SECTION CORNER MONUMENT FOUND _..... - YU,nsn Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Lalrr and" Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croi not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # tin dimensioned, north arrow, and location and distance to nearest road. 038 - � ^ �v� - `�v ^ l APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION R IE EQi Y DA PROPERTY OWNER: PROPERTY LOCATION r (c GOVT. LOT NW 1/4 SW 1 /4,S 13 T 31 ,N,R 18 :R (or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # I SUBD. NAME OR CSM # qt J 1416 Third St. 35 na I NorthGate ( . Ir CITY, STATE ZIP CODE PHONE NUMBER [:]CITY [:]VILLAGE KFOWN NEAREST OAD Hudson WI. 54016 X715) 386-3674 Star Prairie 214th [ New Construction Use [ x] Residential / Number of bedrooms 4 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate • 7 bed, gpd /ft - trench, gpd /ft Absorption area required . 858 bed, ft 750 trench, ft Maximum design loading rate _ bed, gpd /ft .8 trench, gpd /ft Recommended infiltration surface elevation(s) 95.50 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL 1 HOLDING TANK U = Unsuitable fors stem I K7 S ❑ U CAS ❑ U :97 S ❑ U ®S ❑ U ®S ❑ U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -12 10 r 3 3 none 1 2msbk mfr W9 if -91 r, 1 2 12 -27 10 r 4/ none Sici 2msbk mfr cm if -9 Ground 3 27 -84 elev. 9 9.5 ft. Depth to limiting factor + 84 " Remarks: Boring # 1 0,r 12 10yr none 1 2 QW if 2 2 12 -28 10 r 4/4 Ground 3 28 -84 7.5 r 4/6 none Cos os elev. 9 9.0 ft. Depth to limiting factor NE +84 ,y t, COUNTY Remarks: 4 _ ,X: 20NINGOFFICE CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Av New Ric I 54017 Signature: < Date: 11 -3 -98 CST Number: m02298 PROPERTYOWNER Greenwood F.n r= ris e dSOIL DESCRIPTION REPORT Page 2. ofd_ PARCEL I.D. # 038 - 1055 -20 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends 0 -9 w 3 2 9 -22 10 r 4/4 none sicl 2msbk mfr qw if .4 .5 Ground 3 122-84 7.5yr 416 none cos osa na na .7 .8 elev. 9 9.0 ft. Depth to limiting factor + 84 �v Remarks: Boring # 1 0 -9 10 r 3/3 none 1 2msbk mfr w if .5 .6 4 2 9 -20 10 r 4/4 none sicl 2msbk mfr 9w if A .5 Ground 3 20 -84 7.5 r 4/6 none cos 1 0SCI ml na na .7 .8 elev. 98.7 ft. Depth to limiting factor +84 Remarks: Boring # 1 0 -10 10 r 3/3 none 1 2msbk mfr if .5. .6 5` 2 10 -22 10 r 4/4 none sicl 2msbk mfr if .4 .5 Ground 3 22 -84 7.5 r 4/6 none cos OSQ ml na na .7 .8 elev. q 0 ft. Depth to limiting factor +84 L - F Remarks: Boring # Ground elev. j ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Greenwood Enterprises, Inca New Richmond, WI 54017 MPRSW 3254 NW4SW4 S13 T31N - R18W (715) 246 -6200 town of Star Prarie lot #35- NorthGate This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1" =top of 1" pvc p ipe C el. 100' Alt. BM.= top of 1" pvc pipe @ el. 99.40 N � P elk ®,N /361 Gary L. Steel 11 -3 -98 3 -06 -1995 8:01PM FROM P.4 P ryp"ER Gr��rood ""t erpri -m%0IL D E SCRIPTION R EPORT` Z 3 r � fie _ of PARCELIAa Aeeft4 Boring.# Horizon Y r3 3 Depth Dominant Color M none Texture SM)dure Con,�istenoe gx�y Roois GPD(it in. Munself Qu & Cons Cobr Or. Sz. Sh_ Bed fI2 1 0 10 . / I _ 2msblt mfr gar If .5 1 2 9-22 i0yr4 /4 none sicl 2msbk mfg__... 1 f .4 .5 gv Ground 3 22 -84 7.5yr4/6 now cc s Osg �,, : na elm .7 .8 ,t�. 99-fi- 1< i DgM to r 1 X C Remarks: -� Boring # 1 0-9 lOty3 /3 Wane 1 2msbk mfr ..��► 1 f . 5 .6 . 4 2 9-20 10yr4 /4 none sicl 2msbk mfr c�v 1f .4 .5 Ground 3 . 7 .5yr4/6 none cos Osg m1 na Aa .7 .8 Depth ID NmiGng - tacfQr Rer» arks: Boring # 1 0-10 10yr3 /3 ncme I 2mebk mfr 9w If . 5 :' .6 IQ I 2 10 -22 10yr4 /4 none sicl 2mstalc mfr gw if .4 S 3 22 -54 7.5yr4/6 none cos Osg ml tia ria . 7 .8 Ground env, 99..3ft, W iimikng tam tea" :7-7 7-T Remarks: Boring .# 13 Gtound e*, —ft I f�ph b umiifng i