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032-2143-60-000
0 0 r 0) ° / , g 0 . U ;; r ° 2/ 7 o S �§ S t � \ \ / § g 2 \ - ^ OD \3 \ I G f § 6 C, to ` ■k.\ 8 & E C CD © E / / § > 0 \ 03 o c & } \ � CL i;3 § OD ® i;3 w / S 8 = § E c / 0 0 0 }- - co 2 § § § ■ 2 ov \ c ■ ■ ■ . c 2 c o R s CD {�/ \ o wl . _ al CS. E ■ @ � N) § ¥ � CL CD' Z � a E ou z e 0 ° \ g 7 0 ' � ° =r �- _ § ! � ° 2 & _ E . , 2§ k Ch � § � ■ a . \ CL ) ƒ w T 2 / X 10 0 f z 2 m C 4 � �m> CD \ / CD :3 { CL CD �� / CD /k{ cD3 § ( \f � Q) f / § ±f( q CD 77k � CD . o 7 CL o + § \ @o �\ ! o § � \ 2 WJsc6hsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430288 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: P.C. Collova Builders, Inc. I Somerset Township 032 - 2143 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: �� YnG Section/Town /Range /Map No: Ncw - p"Mo -, �C Cofiu t r djj Y 12.30.19.1252 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic f Benchmark / -ctl 1/IJZZk"� /U C'.L NE corN� Dosing Alt. BM �9+ . Aeration Bldg. Sewer 6 z7 9y,��' Holding - St/Ht Inlet 7, 0 7 93 ,76 TANK SETBACK INFORMATION St/Ht Outlet 7 36 93 SS TANK TO P/L WELL BLDG. Vent to Air Intake ROAD let Septic crt ti Dt ottom �� z -` Dosing 3 Header /Man. 7.� R3.2 Aeration Dist. 7, G 3 • Z a' ekT � Holding Bot. System was etis ( e. 4 tq Final Grade 5 PUMP /SIPHON INFORMATION Nw ovSC ve.�� �.OS Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length pia. Dist. to Well SOIL ABSORPTION SYSTEM I l ck � _- tce , o- L— BED/TRENCH Width DIMENSIONS Length No. Of Trenches PIT DIMENSIONS No. O Pits Insi a Dia. Liquid Depth a 66-- 7 � SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACH NG Manufacturer: INFORMATION CHAMBER OR ;ocC: fcv�S� Type Of System: ? t i 1 0 t / UNI Model Number Lo " D DISTRIBUTION SYSTEM ZO Header/Manifold Distribution x Hole Size x H pacing Vent to Air Intake L � Pipe(s) t �. -- -- �._ - Length_ a -1 Length Dia Spacing - SOIL COVER x Pressure Systems On y xx Mound Or At - Grade Systems Only Depth O Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Tnch Center Bed /Trench Edges Topsoil FA J Yes [ No Yes L No 56 vor.f ? COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 8/4�'3 Inspection #2: Location: 1677 87th Street Somerset, WI 54025 (SW 1/4 NE 1/4.1.22 TT330NN�R19 ) Blue Stem Pr i Lot 6 Parcel No: 12.30.19.1252 1.) Alt BM Description = / l c7i f5F� /" P -� � �(i�G We 7 � d� /�OG�Z7D�. AfdT 2.) Bldg sewer length - amount of cover =? vamp /mss � 2 R� � Use otheS de for additional in ormation No JIq � —_ p ��r� Date 1 � se or' i nature Cert . No. SBD- 6710(R.3/97) l ' Safety and Buildings Division Count y ` N visconsin 201 W. Washington Ave., P.O. Box 7082 'r L Madison, WI 53707 - 7082 Sanitary t�l}+mher �to b e fil by o.) De artment of Commerce (608) 261 -6546 Sanitary Permit Applieatio State Plan I D. Number In accord with Comm 83.2 1, Wis. Adtn Code, personal informati0 you p rCEIVE may be used for secondary purposes Privacy Law, s 15.04( m) Projec Address (if different than mailing address) I. Application Information - Please Print All Information t 9 2 , 2 Q l &7 � ST Par # t Property Own � � ST. CROIX # Block # COUNT ' L ZONING OFFfCE �`✓ Property Owner's Mailing Address Property Location /o/ 4, Pion City, State Zip Code Phone Number 2 cl } l7 >� N, R E W e) • IL ype of Building (check all that apply) S b Subdi ' 'on Nam CSM Number 2 Family Dwelling - Number of Bedrooms WV r? Public/Commercial - Describe Use ❑ State Owned- Describe Use ❑City ❑Village ®�8W iship of IIL Type of Permit: (Check only one box on line A. Complete line B if applicable) A. AN.-System ❑ Rep ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System Iast Previous Permit Number B. ❑ Permit Renewal it Revision El Change of ❑ Permit Transfer to New and Issued d Before Expiration Plumber Owner , a Zg 4 3 IV. Type of POWTS System: Check all that appl rized hi- 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 hing Chamber ❑ Drip Line ❑ Gravel - less Pipe ❑ Other (explain) V. Dis ersal Treatment Area ormation: ign Flow (gpd) Design Soil Application te(gpdsf) Dis real Area Required (sf) Dis 1 Area Ele4a n VI. Tank Info Capacity in Total Number Manufacturer Prefab ite Fiber Plastic Gallons Gallons of Units Concrete Constru Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment With Dosing Chamber VII. Responsibility Statement- I, the and ned, assume responsibility for Installation of the POWTS shown on the attached plans. Plumber's Name (Print) Pl 's Signature MP/MPRS Per Business Phone Num Plumber's Address (Str City, State, Zi ) / •^ V .2 AV-L--) �j e A-1 2 tin artment Use Only Approved Disapproved Sanitary Permit Fee (t es�i[oundwater Zsu issuing A i lure (No S ) Surcharge Fee) Owner Given Reason for Denial I ors of Approval/Reasons for Disapproval Zt r� i �c pkte pleas (bathe Coua Daly) for the systlhn on paper less the 8 /2 � 11 Inch es . r SBD -6398 08/02 y/ ' T � �'`� ` Q Idd T Z�' to ��Wfli. oil Test and System PLOT PLAN PROJECT P.C. Coliova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 NW 1/4 NE 1/4S 12 /T N/ 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 9 BEDROOM 3 CONVENTIONAL >00C IN -G ND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambe s 22 IL BENCHMARK V.R.P. Top of Foundation ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL '"H.R.P. Same as Benchmark SYSTEM ELEVATION 92.3/92.2 Property Line Vent >6„ Standard Biodiffuser Plans Designed Using 80' of Cover Leaching Chamber Conventional Powts with 31.1 ft2 of Area Manual Version 2.0 6 Lon 11 Vents B -2 g 34" Grade at System Elevation 20 B -3 2-3'X 69' Cells with >3' �� 0' 260' 1 Spacing V 40' ,Y 30' B -1 26 15' Vents :a T B. M. 20' � 15' 20' Pro 3- Bedroom House -r YT i . 500' Property Line Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code r County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must V include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. viewed b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 9 2 Z Property Own Property Locatio (! ,/� �' Govt. Lot 1/4 r 1/4 S 2 T30 N R E (o W Property is Mailing A, r Lot fi lock # S Name or.CSM# G� ` City State Pip Code Phone Number ❑ City ❑ Village Town Nearest oad 00 S ( ) 44 - N ew Construction Use: esidential / Number of bedrooms Code derived design flow rate _mss r� GPD ❑ Replacement ❑ Public $r commercial - Describe: Parent material Pla elevation if applica le D_ ft. General Mrnmen s and recommendations: S y Y 5 �-, IQ L'C/��r^' ' �� 3 �� Z S E P 2 2 2003 ST. CROIX COUNTY O FFICE Boring # E] Boring / /J� 7Pit Ground surface elev. ft. Depth to limiting factor /< 2/ 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. 'E •Eff#2 r o L —C.-, F&-] Boring # E❑ Boring 0Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 I o -� , al, 31z, Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 rqW Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name ((Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Z u2atet Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 p 715 - 246 -4516 �c Property Owner _ Parcel ID # Page of Boring # Boring pit Ground surface elev. S ft. Depth to limiting factor in. Soil Appfication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 , ,, 1 7 , Boring # O 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i F-1 Boring # pit 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 1220 mg/L and TSS >30:< 150 mg/_ ' Effluent #2 = BOD, < 30 mg& 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. SBD -5330 (RAM) i l !J >� '•��1J \ \\ \ \ \ \\ y /ice �. ::;,,�� \,` � f/%1 /� �� % � `•�� �,! �, y ol ov ZZZ 4 > > >� � /Ofr ,� / /� / / / / /i/ �/it�r!> •::\ �' fir. r /%f /�,f,✓� /3, < �:f / / / / /ffii >� /,� Ofs♦ii ✓ /ffr. \\ j %j i'�/ !�•'f /f;,l�f %i •:- ��;::�' / /ice /i � ��� <;.•`•�` ��\\ \�� \���'ii✓ �V \'a\ .y %- ♦ / >i > > � + ♦ � ♦ > �-. /�` �. ,•`.`c,.•,•�.� -: �,��\\� /o,os ♦44>' \� \,b \ + + %oi 'i n' ' ` �% %i. • Q = /. I, ♦I, I, /.1! .�'o, �, �,���`O�P, I I / // .• /+��0 ♦I Oj Ilrp J H - / > > >O' >00� ♦�+ � e 0 ' , ��� \ \�..���. <,`�.`�,,,\; \ / > s�r >r O�s /` \� ♦ i s .' / ♦ i / i %�'� O NNW Iii•'\' `� � � ;,V +� r � \ \ \ \ \ \ \ \ \ \ \\ \ \\ � � / / /I�j� ♦ ♦� s �i \ \ \ \ \` \ fir ` .,�� �/ / 'i S �� //� /I I / // � <�.• :• ��\ \\ zo - ry, V5 wn IS W. �fr L. "VA ia•.�� �� .:64: ✓i / / /1 /l�Eol�lSd //,' / ✓i��l � / /f /� a �• UNF�LATTED LAND•5 O�'1NED GY OTHERS �- Safety and Buildings ll[vtsion ` Ue 201 W. Washington Ave., P.O. Box 7162 ' Madison, WI 53707 - 7162 Sanitary Permit Number (to be lied in by Co.)� �S�Oi��� (608) 266 - 3151 �O Department of Commerce State Plan I . ber Sanitary Permit Application j In accord with Comm 83.21,. Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law s15 .04(1)(_m) - - „� Project // (if d W)( e / r ee ntt t mai address) I Information - Please Print All Informatio 03a - i P Owner's N me h , 3 9 , 0 03 Parcel #� of # Block 11 roperty �L • L D�l �ycc� � � i Property Owner's M ailing Address Property Location is 5�-- J >'A' A ,r! �k,Section City, State CCCJJJ Zip Code Phone Number / (ctr on) j ��7� T � N; Fl/�E or Il. W T e of Building (check all that a p p ly) r yp ldi g h pp '') rSubdivision Name CSM Number or 2 Family Dwelling - Number of Bedrooms D Public /Commercial — Describe Use U _ State Owned - Describe Use 1 City_�lVillage 1 Township o j ! ! III. Type of Permit: (Check only o box on line A. Complete line B if applicabl ) A. h vew System Replacement System ❑ TreatmenUHolding Tank Rep] ement Only ID Other Modification to Existing System Li vious Perikit Nu r d Date Issued B. ❑ Permit Renewal (_� Permit Rev "on j ❑ Change of ❑ P mit Transfer to New w i Before Expiration Plumber ner , S I � IV. Type of POWTS System: (Chec all it t apply) n - Pressurized In- Ground ❑mound > 24 . of suitable soil a Mound < 24 in. of suitable soil ❑ At- Grade ❑ Single Pass Sand Filter ej- Wetland ❑ Pressurized In- Ground , Holdin ank El Peat Filter ❑ Aerobic Treatment Unit R et t 3 e Sand Filter ❑ Other p j j Recirculating Synthetic Media Filter Leachin C ber ❑ Drip Line Gravel -lest ipe (ex lain ,ec ) � V. Dispersal /Treatment Area Information: i -Q�✓ - ” a sal ea Required (sf) Dispersal Area Proposed (sf) System Eleva n Desi Flow (gpd) Design Soil Application Rate(gpdsf) is P ;G� 4 �J � . . --• /—J VI. Tank'nfo Capacity in Total Number i refab Site el Fiber Plastic Gallons Gal I of Units /i1i 1 Concre[e Constructed Glass New Existing Tanks Tanks r Septi — co r Holding Tank Aerobic Treatment Unit Dosing Chamber i VII. Responsibility Stateme - I, the undersigned, a resp tbility fo st allation of the POWTS shown on the attached plans. Plumbe 's Na me (Print) r Plumber's Si /MPRS Number Busines ho L m �Vzn� 7 Z'9 / y l� J /t GG Plumber's Addre ss (Street, City, State, Ztje� VIII ounty /Departmmm Use Only ❑Disapproved Sanitary Permit Fee (includes Groundwater D Issued Issuing ent Signatttr Stamps) Approved Surcharge Fee)��� !Jv � ner Given Reason for Denial oc �a 10€f�lt��s for Disapproval rf'� �� (� Z / dispersal cell must all be serviced / maintained I �✓(.� �►'Y+�' d 3 ' 1�1 as per management plan provi by plumber. / 2. All setback requirements must be maintained as per applicable code /ordinances.— Ce Y3.q 3— n _ � T_ 471 X31,132 � L33 A,-+ a �� ttach com to fans (to the C unt onl for e s tem o g �not,les n a0 . x 11 tech s Z U 1r' �A �, y % y L' ' / �� j SBD -6398 (R. 01/03) l (JY P OT PLAN PROJECT P.C. Collova Bidrs. Inc. ADD ESS P.O. Box 489 Somerset Wi 54025 NW 1/4 NE 1/4S 12 /T 30 /R 9 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8/11/03 BEDROOM 3 CONVENTIONAL )00C IN -GROUN RESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 IL BENCHMARK V.R.P. Nail in 4" Post with Flag ASSUME ELEVATION loo' Filter Zabel A -100 ❑ BOREHOLE (DWELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 93.0/93.1 ' below qrade jtE Standard Biodiffuser Plans Designed Using Leaching Chamber Conventional Powts with 31.1 ft2 of Area Manual Version 2.0 a� a 34" Grade at System Elevation a� a 0 `o �o N 260' B.M. #2 / � (o4 2 5' ; B- 6 r 0' T 30' 8 o4F Pro 3 Bedroom _ House 80' S 0 ' 2 -3' X 69' Cells with >3' /Spacing B- 15' B -1 (o 15' 50' B.M. #1 500' Property Line 125' N6T �° P OT PLAN PROJECT P.C. Collova Bldrs. Inc. ADD ESS P.O. Box 489 Somerset Wi 54025 NW 1/4 NE 1 /4S 12 /T 30 /R 9 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8 BEDROOM 3 CONVENTIONAL )00( IN -GROUN RESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 BENCHMARK V.R.P. Nail in 4" Post with Flag ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 93.0/93.1 3' below qrade Vent >6„ Standard Biodiffuser Plans Designed Using of Cover Leaching Chamber Conventional Powts with 31.1 ft2 of Area Manual Version 2.0 a� 6 Lon 34 Grade at System Elevation PLO 0 0 �o N B.M. #2 260' 25' B -4 0 30' - T Pro 3 Bedroom _ tn 0' House 80' o 0' 2 -3' X 69' Cells with >3' Spacing B -2 15' B -1 15' 50' B.M. #1 500' Property Line 125' ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer P. C. Collova Builders, Inc. Mailing Address P O Box 489 Somerset, WI 54025 Property Address - 4 -- -- & � Pica ion re uired om Planning Department for new construction) City/State Parcel Identification Number 032 — 4 /3 — 60 —QC`s LEGAL DESCRIPTION Property Location'_ %., �� 1 /,, Sec. T2D—N -Rl Town of F Subdivision Lot # �. Certified Survey Map # Volume . Page # Warranty Deed # 6 59 30 Volume a Page # Spec house ❑ yes no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature.failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner. and by a masterplumber, journeyman plumber, restrictedplumberor a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification statm that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 th a expiration date. P. C. COLLOVA BUILDERS, INC. (715) 247 -2742 1 6 ' i S1GN#TUAE OF APPLICANT P.O. Box 489 SOMERSET, WISCONSIN 54025 DATE OWNER CERTIFICATION I ( e) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of ribed above, by virtue of a warranty deed recorded in Register of Deeds Office. C, COLLOVA BUILDERS, INC. (715) 247 -2742 0 SfGNAAJRE Ot APPLICANT P.O. Box 489 DATE SOMERSET, WISCONSIN 54025 * * * * ** 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 M aintenance and Contingency Plan for a Septic System I �3 Maintenance Plan once ever 3 years. 1. Septic Tank is to be p y 2. Effluent filter is to b e cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter' 3. Once every 3 years, cells are to be inspected v ia the inspections pipes at the ends of the cells. rees to limit greases, garbage, and water conditioner discharge into the system. 4. Ow ner a 9 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8 Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If sy stem fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 St. Croix County Zoning 715- 386 -4680 Pumper Tom Mondor 715 - 246 - Shaun Bird #226900 1v 25i U1 ERL 07;64 rsil 716 366 4667 itI,Wbihilt Ur yttlUa Wj0U2 nl 1740ow 01 S STAI E BAR o f w13t70 Si Iv FORM t I - } pa 6593Ci 1 LAND CONTRACT KATHLEEN H_ WALSN InlMdual and Coiporme REGISTER OF DEEDS ITOHE USED MR ALL T1UNRACTIONSWNn1i ovell 6T. MoIK Do., WI 52 q riNANCRC AND IK 0TN87i NON-CONiliI Daeafd t Xanber ACT TpANSACTIONR} ;,MIKP FIR REI:dRD 10 -t7 -21113 8-W aM CONTRACT, by and bwweon Richard OL Stou anal JSn et P. Stout, _ haaba and wiJI _._ air COPY FEE: — _. COPY Fat RA ER FEEL 135 mo all m Vendor ", whether o0o aart) and r_ G C C olloya Bu ilders, Ina. R DINS Fells I .G0 ( "Purchaser , N1ht5cr one or more), Vendor -ells tend agrees to edmvmy io ft - onim Area Purvhager, upon the promp! and full performance ofthis Cdntnat by Ptreluser, Name end Return Address the t'DilOwing property tog,0lherwith Ella mono, profits, fixtures and other Dick Stout W nI L 111 Co CO 1 intT: is (111! called ills "ProDarty "), it SL Croix 1 353 Rwattikee Tr, unty t9tt o.° i8C0a61n: Hudson, W7 54016 + 032 - 2044 -2 -3017 (;+;iI l fdeneifimtion Ntanbcr) . . Lots t, 2, 3, 4, 5/417, 8 4, Of $lut Stela Prairie, Town of Somerset. St. Croix County, Wisconsin, This it not - ricateed property. Ue) (ri Aar; i +urehasor aKoes to purchase ate Proptrry and to pay to Vendor at placie Vendor directs the sum Of S 450,000.00 in the to(lcwi :g mamas:: (al 0004000 At inef o i tart b t ontiac J,,, the batanca of $ 37000000 hcvo to ether with intamt train date• t on the balanr ewtslaadin>; from brie to time at the rata oo f R8 - - °A ia—crit liver annum unlit paid In 1`014 as tatlowJt That taau be no interest charmed oa the prleeipal balaaee for ea :Months follawiq: the rstcudon of tats eoatrnet, S1mpu '"Newt shag begin to dcens ea maid pmfaetpal ba4na on April S, 2402. Letm shall be relax sad from thu JI Cantraet upon payment ofsS0,004.ti0 (whI amoaatahall be appiled to the principal balsoea) together with interostaccrued on the outitaedlnj principal biatacn. As an cumple, the rust lot nekaad shall required the fallowing le be psfd by Purchase to vendor (ossunrin a rcium dote of 12,'3510L1t LM,0M1,00 (Dose relent, amount], plus 53,559.15 (Imerear At $I on 5370,400,00 for 68 days: 10 IOY/0!_IZ/i5141) ;era total of 535,1 .18. IN addition, on October 0, 7002, time shall be an iatrest only payment due Vendor by Parth bn tha•fhan Oaldhl tldisl prnipal balaaca ("Continued below) Provided, Ituwever, the enciro outstanding baiaucc shall he paid in luil on or before thv -- JL . f day or October 200 (the m:4urity dime). FOilawing any default in payment, interest snail oaeuc at the rote of &! ° psi annual on the CnIIYC ainaun: in default (which shall incSude, wlthnut Itlni Mliun, delinquent interest and upon Acceleration or maturity, cho emir.- principal balunce)• Pur:hawl', unless ext:wstd by Vendor, aEreds to day monthly to Vtndar tunuuntc anifieient w pay rwtsonably unicE• patdd annual tatted, apcciat awagsmcrits, rlre MW required insurance premiums when duo. To the extent racclved by Vendor, vendor ag=s to apply p to lhtu obitplions when due. Such smatmis received by the Venda: far payment of taxes, alcesaments and Snsurenr:c will be deposited into on escrow fiend or trustee account, but shall nut 1I interest unless othcrwlse roquiroa by law. payments Shall be appliud first to intarm on the unpaid baiarrca at the rate specilltd and then to principal. Any amount nmy loo prapaid without premium or fete upon principal at sery time after day In the cvem v' an pn isaymciaL ibis contract Ahnll mot ba teatcd as in default with rospoot to �ymeat so 1onR as the unpaid halanee orprrr»;tpul, tad (htetedt ('and in aoeh case accrutnP Snteraal from month to mouth shaft be treated ae un(ttild principal) Is lass than the armor that said indob lwdnasa would have ltaen had the munI pnyments been made as Brat itpurdled cleave; pruvfcad that monthly m payy ents shall be aO» t u tinued In the event of any procwds of Sasurtatce or candrmnation, Ells eordetttned premrsa,r beans thereafter eseiudod hmrefnsm. Nrahaser staLea that purehader is irL'sliea with the title As ..hown by the Elite ttvlQcrica subrnlned to purchaser for esamirtmIon except: Tndividual maelpler an individual lots to First Federal Sov;nga I. •• At chwinl, Vendor will prnvido Parchaserwith o WatTdaty Dead far l,at a of blue Stem prairie in partial N1111mentofthb Land Contract. !'ureharacr oxrogt to pay the cast Of foam's tfto evidence. iftido evidaneu is in the fort„ ofan ul it SII Ind rouiI by Vendor until the full pureh price is paid Purohuuer ehofl be entitled to rata possession of the Property on da y orcl at(afr Cro:i oat ant_ LAND CONTRACT lodmrw'. aaa tap 6sr of iWeamis Corporate rare Itim 11 • Lott .m.+a►,• aO:..rlat.ta ev r.,r I,M. W: coo ooh em, PAGE_j_OF__�_ NAME LOT# CO LEGAL DESCRIPTION KW Vie" '/4 S IZ T 3p N R 15 E (or)ig ve SCALE: I"= BM I ELEVATION 00 • C� BM 1 DESCRIPTION �.•/ /;gQc� — + BM 2 ELEVATION y��• 3 X I iZ BM 2 DESCRIPTION sL-40• til 6,ks4-- nL la SYSTEM ELEVATION C I Z. Z O ALTERNATE ELEVATION q 2 • Z CONTOUR ELEVATION A/ Gl l� I i I �2 met NIP i Lp 10 ci SIGNATURE - Wiscorisin Department of Commerce SOIL AND SITE EVALUATION \ Division of Safety and Buildings Page y of Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ' County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road Parcel I D. # �3Z ct APPLICANT INFORMATION - Please print all information. h; Reviieyr d by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. Ur- Property Owner Property Locatiq Govt. Lot %0 F1 /4,S�Z T � N,R �� E (or)�( Property Owner's Mailing Address Lot"# ° -' Bt6ck# Subd. Name or CSM# 3 Awe v `�" % G City State Zip Code Phone Number ❑ City ❑ Village *3 Town Nearest Road !� ws 1(.7)5 )Sk -643k s d New Construction Use: Residential/ Number of bedrooms Addition to existing building Replacement Public or commercial - Describe: Code derived daily flow 6 600 gpd Recommended design loading rate f bed, gpd/ft trench, gpd/ft Absorption area required bed, ft trench, ft Maximum design loading rate ` bed, gpd/ft ' D trench, gpd/ft Recommended infiltration surface elevation(s) q Z y ft (as referred to site plan bench ark) Additional design /site considerations C Parent material C) C3 +GoCsS Flood plain elevation, if applicable ti ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank 11 U = Unsuitable for system ( S ❑ U [P S El (IS [I U S El ❑ S U E3 S PT)u SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g in. Munsell Ou. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench .3 'i •Z 1 - \to to Y�5 U - mil_ �5 — Ground elev. 9Lyoft. Depth to limiting factor / in. Remarks: Boring # LS rti yN =I\ CS � � - ; 5 �, � Z - Ii3 y � , Ground elev. % P .qo ft. Depth to limiting factor 13 in. Remarks: CST Name (Please Print) S' ture Telephone No. A0 s - Z — do6- Address Date CST Number 3 i r C--� SOIL DESCRIPTION REPORT PROPERTY OWNER ,�? `� t- ��� Page of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color / Gr. Sz. Sh. Bed ,Trench BERM F Z LI -j V /o y Ground elev. %wi n. Depth to limiting actor Remarks: Boring # 1 0 - 3 bs IV..-VcL , F Z 3 -i o y 6 b►1 Ck �' CS �— Ground a elev. Depth to limiting POT in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # p - 6 to t4 1 6 LS Ivvz GS y r g Z 6 -t 1 v Ground 4n. Depth to ; limiting factor I t( in. Remarks: Boring # " Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) r � PAGEOF NAME C, LOT# GO LEGAL DESCRIPTION Kw dot ' /4,S IZT 3o,N,R (q E (or)O ve SCALE: 1"= /00 , BM 1 ELEVATION 00 • C� I BM 1 DESCRIPTION I : ,I y BM 2 ELEVATION -Fey, 3 y I 1Z BM 2 DESCRIPTION &n +v► +.l.a o. ti 4 I, s a ci 1. I a h SYSTEM ELEVATION 6 1 Z. Z D ALTERNATE ELEVATION q 2 • Z O i CONTOUR ELEVATION I I WW, k ,mss t SIGNATURE /" - - -_ —_ —BATE ... ..... ............................ H.W.L. 918.0 uj . ..... ........... .... ..................... @I max, . ....... .................. ..... ... ......... .. ....... 0 .................................. . ........ Lu �, .......... .... . . . . . J Ell m 0 gl ............. i �� ....................................... . ................... I .............. I ........... ................ .......................... ................... I ......... ..... ........ .......................... .. ................ ..................... .. . . . .* ............................ H.W.L. 922.0 ..... .......... . .............. ... . ............. @I .............. ................................... . ............................................... .. . . . ............................. I ................ I ... .. . ..................................... ..... ... . .... . ..... .. . ................ I .................. ..... .............................................. D ... ................................................ .. . ................................................. 00 ................................................... .. ........................................................... ................. ................. ....... . 3 .c-y N� ............. a % 9 2 ....................... .... ............. .......... .................... . .... ..... ............................................. ......... . ............... ................. ................... ...................... ...... ........ ... ........... .. ..... ..... ..... ...................... .... I... . . . . . . . . . . .... . (-) r g ....... .... ................. . ... ........... .... ...... I ....... .... ..... ...................... ......... . ct) ..... ... .................. ................................... . .................. 3001 fiCfiES ........... c\I %\ ......................... ............................. I ....... 0 0 0 ........................................ I ............. ............................. 2(Y EAS DRA EMEN IMAGE ........................... ... . ............... ....................... iv .................................................................. ............................................ .................. ................ .............. �cg ....................... I CE N.E.).*.*.'.'.*.'.'.'.'. ..... . .......... . .......... .......... N89037,56"E 503.851. ...................................... . g , .......................................... .......................................... . .. .............. ........................ .......................................... . ............................................ ................................ .. ................................... .... ...... ........................ H.W.L. 923.8 .............. ............... .. .................. ... ..... ..... ......... ...................... ............. ............... 6 .............. ......... .. 61 ........ I ....................... ............ ...... I ........................ .......... .......... ..... ....... .................................. .................. .. ........................................ ...... ....... . . . 25' 25' ... .... ............................................................................. . ....... ........ CENTER .. . . . . . . .. . . .. .. .. . . . . ...... . ...... .. ...... * ............. ....................................................... ..................... .. .............. ..... ........ i . .. .......500.12 66.00" t BENCHMARK :F 80 RADIUS TEMPORARY CUL-DE-SAC TOP OF V IRON PIPE EASEMENT TO BE AUTOMATICALLY ELEV. — 933.02 EXTINGUISHED UPON ROAD USGS DATUM 1929 EXTENSION. UHoDLjVV[j[o v vn- , F 2 SHEETS