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038-1113-95-000
o Cl) f o Et f 3 m o c c a 3 m Cp » CD CD m CD CD 3 �T. z o G) cn " C) C O • j 4a Co CD `G N O CD N O O N O CD p7 W s < d c °° 3 3 m w 00 CD ° N CD z z m m m N C O N = CD CD = 7 d NO Q N O > > a m CD w CO CD 3 > > H K m C8 2 ° o p Z Q of A ? At �_ 0 m F v o a m G D m a CO � co a N W d o. !I r c ca. ° c o o ILO � c � D 3 V �. ° 0 0 CD _ N L OZ W CO CO ? A C N N N z Co N CD a Q a ° Co OODD CD N r y < ! c c CD f z n O O O c O O O CD ao v s c N N f�/1 a f% o: o N D w v 3 a. G C =v 0o a O C GG O _» N A .�. N S K f �. tll < N O T 3 O N 'O Ln O T i O 7 CD CO w a cn ` �I z ;-. cn I r ° z� z zGoz Q D o ° D ° a 0 w p -4 o g °' m �• [J N ZJ D N t41 Cn m TJ co 'D m $ C N OD N _ fr C A CD OD C CD w @' X Cl. - 0 @ a 0 3 0 � CD 3 � z CD M `6 3 � `° � Z m 3 0 -° N c 6 v z o CD a ! CD a ' O o N .. O O M Cl) w 00 C G z 0 3 $ $ X G7 a D CD m �c�n n 3 CD o C CL i 0 ° 3 3 C m n m W ° o m o a o ag o a CD - a - • m Q N � S N 0 CD fDO°' \ m CL-0 ` a (( �� A \` � v \ < N \ ! 3 C M. 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CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - BAILLARGEON, MICHELLE MICHELLE BAILLARGEON 1097 192ND AVE NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): • = Primary Type Dist # Description ' 1097 192ND AVE SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 4.360 Plat: 3335 -CSM 12/3335 SEC 28 T31 N R18W PT SE SE BEING LOT 2 Block/Condo Bldg: LOT 1 CSM 12/3335 ALSO PT OF LOT 1 DESC AS COM SE COR SEC 28;TH N 00 DEG E Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 889.23'POB;TH S 85 DEG W 436.41';TH N 00 28 -31 N-1 8W DEG E 456.09;TH S 88 DEG E 138.41' TH S 05 DEG E 138.76';TH S 13 DEG E more Notes: Parcel History: Date Doc # Vol /Page Type 08/12/1998 584881 1348/01 WD 07/23/1997 1238/608 WD 07/23/1997 856/123 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/05/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.360 43,800 167,200 211,000 NO Totals for 2006: General Property 4.360 43,800 167,200 211,000 Woodland 0.000 0 0 Totals for 2005: General Property 4.360 43,800 167,200 211,000 Woodland 0.000 0 0 Lottery Credit: Claim Count 1 Certification Date: 0812212005 Batch #: 05 -2 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 600 0 CO C o ) d 0 d n (n + T. ;o v, Z O T. o o rn Z o O N o • CA ¢ A p 0 CD Z Z W y CD M C 3. co A O ° o c n ° > > c N v' CO 3 p 9 p 0 co �? a m co ? a a ca > m a c CD W W c o CL 3 0° rn rn a I 0 CD l TVA Z 00 10 co O K5 E N m ° O a o co co Z m e y m rn 0) D Co m m 3 0 I c f I a OOOm 000 �• Z �{ I n 2,? vhto CO) f a (o(o CO) a D o 3 m v v o ao a G N lO a v 0 a I 71 m� w -4 w Ln o `v I D o° D 0 O 7 -4 0 0 CD o c3 m m • rn m CD c CD O c �yA C N (D N I w C. a I 0 a a 3 0 Z m S cb m I a s a ' A z o 0 (n --1 N C,) WT I m � w c c CD Z I 0 0 :. m H f/! 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WAL% ST. CROIX COU 564500 SURVEYOR'S RE CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Southeast Quarter of Section 28, Township 31 North, Range dJ 18 West, Town, of Star Prairie, St. Croix County, Wisconsin. Prepared for and at the request of: TOTAL AREA LOT A57 T 1 14 CORNER OWNER: SEC. 28 -31 -18 Eric J. and Michele T. Germain 102,703 SO. FT. 1.�� (ALUM. CO. MON.) 1097 192nd Avenue 2.36 ACRES • New Richmond, WI 54017 AREA EX=a R.O.W. \\ Drafted by. Kristi A. Eyiandt I \ LEGEND 88, 318 SQ. FT. • 2.03 ACRES I County Section Corner Monument of Record CERTIFIED SURVEY_ MAP f 1 • Set 1" x 24" Iron Pipe weighing NO_358851 1 � a minimum of 1.13 pounds per DOC. I jp 1 linear foot. VOLUME - 3 PAGE 835 O Found 1" Iron Pipe NORTH LINE OF THE EAST 112 OF � ILn i M= Measured As THE SE 114 OF THE SE i�l I� R= Recorded As m ^� 192ND AVENUE ' I t �i� N 192nd Ave - -_ - -_ _ 1 C N - - - - -S 88'59'54" E 661.21'- -- \ - -�-L295.84''- � \— J I " L_ _ _ 661 o .N �� - _ S8 8'S0'S0 "E i �� .25' - - v \ v o v N89'S3 W -" — — - ° I 1 371. 289.91'- I i \ ai o c I ._ \ o // / l \ I C) E o "� 1 t r� 92n Ave j, -- `�° • i ° n . I I 1 I c ) . r..... .. l \ 1 ° °� w,:... 0000 t t t v W,Np ��/ ° ,a I i I I. ui ° A Q �rn Nro I I Lo d I I am a c N 3 4) a O�� J Zi a X 1 \ 1 1 �i�W 1 �p to c a a� W O \ i �y.m N 79 -48 ' 51" W Nw N W r s °sue Zz ' i t o f I o 0 a I o °,t v w1 tG 1 I Q 3p V LOT 1 Lzi I I Z I NI ° 3.1 C 01 TOTAL AREA LOT 1 : I i Lo p Q N v 0 Of N I ° 1 0 760, 493 SO. FT. i 3 S J 1 � uz � � o 5 m .5 Oj 1. 7. 46 ACRES to = w v L o Q1 Lo LJ 6 1 L I CV U o U N J 1 . AREA EXCL UO R.O. W : � ¢ j a 3 01 1 742, 722 SO. FT 1 N !n I a r - �i : P i 17.05 ACRES I i o I I J I p i I (/) 1 w e ° a ,x a l Z Oo Z)I I I N I I 1 Z Z r- . U = I LQ 6@4fDl Obi 00 I I I J Cn C- 1 = 4 RONALD F. • I o Lo JOHNSON I I FILED ' S -1 186 j % 6 jUz Wv A WISY i 1 AUG 2 7 1997 0 OO L, p to i /�` Q '; KAl"HLEEN H. WALSH 0 RepisWr of Deeds 0 5 u R `i e � ��,, i it I I B SL Croix Co., M t � • �s•.eeROt�N 1986.27 — — SOUTHEAST CORNER N 89'31'19" W 662.09' - - -- -�� SEC. 28 -31 -18 - - - - -N 89'31'19" W 2648.36'--------- - (ALUM. CO. MON.) SOUTH LINE OF THE SE 114 OF THE SE 1/4 UNPLATTED LANDS JOB #97072 200 200 1 Prepared by: A & E GRAPHIC SCALE LAND SURVEYING & CIVIL ENGINEERING SCALE IN FEET: 1 inch = 200 feet Phone No. (715) 246 -4319 NO TH BEARINGS ARE REFERENCED TO THE EAST LINE OF THE 109 East Third Street, P.O. Box 325 SE 1/4 OF SECTION 28 TOWNSHIP 31 N., RANGE 18 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S 00'57'56" W. Sheet 1 of 2 *Now VOL. 12 PAGE 3335 to WiM Onsin Department of Commerce County: Safctyand,Buildin, division PRIVATE SEWAGE SYSTEM St. Croix " Sanita , INSPECTION REPORT Sanitar Permit No: 488221 0 ATTACH TO PERMIT) 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 Tax No: Kramer, Rob & Michelle I Star Prairie, Town of 038- 1113 -95 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /-j ! �' a' `Y'" } L. � - *' V\" • a ,1.: 28.31.18.482C TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark i c� � I Alt. BM Aera_ttorl G Bldg. Sewer 7 7 t�[7t -.. -. -.. � St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet , -. 13 2 I r ; TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ; + Dt Bottom (j Dosing tr u ry : Header /Man. , + , , . -P ipe' / C� :' +' 4 ? ? f t1 ry' ';t,`! ?• `�! 5 ',lrlt4 H{�Iding _ Bot. System Final Grade r PUMP /SIPHON INFORMATION - Z .30 �7•P Manufacturer Pe nd St Cover r GPM t+ Model Number 20S Tiction Loss Syst em Head TDH + Dia. „ Dist. to Well SOIL ABSORPTION SYSTEM • l!* RENCIJ' Width + / Length r No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia Liquid Depth DIME�fONS { SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Man urer: �i� tart INFORMATION CHAMBER OR AD `> Type Of System: + UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake N Pipe(4_ --_ L ' Dia Length D+a Spacing% SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of eded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil xx Se ® Yes ® No 0 Yes ® No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 1 x - . •• Inspection #2: " / / Location: 1097 192nd Avenue New Richmond, WI 54017 (SE 1/4 SE 1/4 28 T31 N R1 8W) NA Lot -- - - -. -. _ _. ___.._.. Parcel No .228.31 18.4$2q_ 1.) Alt BM Description= 2.) Bldg sewer length = ` Yy{ nt�S -s3C S y`.w 1 to •!f - - amount of cover = Zy Plan revision Required? Fill Yes] N ';�- NZ, I . 1 + L Use other side for additional informat on. i SBD -6710 (R.3197) � Date n � Insepctor's Signature �T Cart. No. � �� f� � �•� � C (� �� Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Puilding Division INSPECTION REPORT Sanitary Permit No: • 488221 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: Kramer, Rob & Michelle I Star Prairie, Town of 038- 1113 -95 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 28.31.18.482C TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing i Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet ! 3 •�' - -'> TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet t „ • '� } 1 i; rf��^ S S 9ptic c' Dt Re" " <f 411 Dist. Pipe , CS Holding Bot. System PUMP /SIPHON INFORMATION Final Grade Z • 3t Manufacturer �� Demand St Cover GPM y, f Model Number y ! TDH Lift Friction Loss System Head TDH Ft Forcemain Length fia. SYSTEM , Dis t. to Well SOIL ABSORPTION (' f' _.,,tee,.• , - x_, RENC14 Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMEIM0 NS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacure INFORMATION CHAMBER OR TT System: UNIT 1 /. c y ` Y} Model N� /T .-c-, DISTRIBUTION SYSTEM Header /Manifold Distribution - e Size x Hole Spacing Vent to Air Intake Pipe(s) " i Length , -A ' ^ - ''�Dia � 'i Length Dia Spacing 1 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 `d No Yes 9 No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: ) o Inspection #2: [C_ � t o: 8.3 1. 1 814 ;� Location: 1097 192nd Avenue New Richmond, WI 54017 (SE 1/4 SE 1/4 28 T31N R18W) NA Lot 2 � _ ,^._._.., 1.) Alt BM Description 2.) Bldg sewer length - amount of cover t Plan revision Required? Yes No Use other side for additional information. Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) Safety and Buildings Division County �Vl 201 W. Washington Ave., P.O. Box 7162 , ������� yd` Madr I S 7 — 2 Sanitary Permit Number (to be filled in by Co.) ( s Dep artment of Commerce ZZ State Plan I.D. Numbe Sanitary Permit Applicaggn, wssaM N In accord with Comm 83.21, Wis. Adm. Code, perso I infonp�t�Bet�tpYj may be used for secondary purposes Privacy w, sl �S �D44t�`t} �At}� -- �' ��f �` D Project Address (if different than mailing address) 1. Application Information - Please Print All I matio I - N 0 7 2 006 4 M7 " 1 A Lr — + P Parcel # Lot # Block # Property Owner's Name ST. CROIX COUNTY 0- Pr operty R613 L 4 4 �/ 4—f 12 Owner's Mailing Address Property Location %, V., Section Cify, State Zip Code Phone Number (circle one) L�$Z ON / J S T � N: R_Z&E o(9 II. Type of Building (check all that apply) t L Subdivision Name CSM Number j I�T ` 1 or 2 Family Dwelling - Number of Bedrooms L / �4d - 44� ❑ Public/Commercial - Describe Use ` _ ❑ State Owned - Describe Use 3 D 'i - ,�5 W 25 t ZS f Z ❑City_ ❑Village Wrownship of i¢ //1 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System ® Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System List Previous Permit Number and Date u - 0 L B. El Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New !p Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl S Non —Press d ❑ 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 Al Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) /` �C. V. Dis ersaUTreatment Area Informsdu f� �— Design Flow (gpd) i Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System levation 00 ✓/ / O ✓ O Z . / VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units /� Concrete Constructed Glass New Existing ►_ _/ / Tanks Tanks Y�C• I- A Septic or Holding Tank /te1 / P (9 10 Aerobic Treatment Unit W Dosing Chamber - tr ,900 VII. Responsibility Statement- I, the undersigned, assume responsibility for installs ' of the POWYS shown on the attached plans. Plumber's Name (Print) P s Signature MP PRS umber Bone Number ` S' Plumber's Address (Street, City, State, Zip Code) L le I / �— O & elg & J - vlu :ount • /De artment Use Onl Approved ❑ sappy J Sanitary Permit Fee (includes Groundwater Date sued Issuing nt Signature ( Slat Surcharge Fee) � j , CO / 9 Q ❑ O ven Reason Denial IX. Conditions of Approval /Reasons for Disapproval � � d � ` 1 o sVsTEM OWNER: 5 4e - b � 1. sepw **, affkw t fVW stud dispersal con must all be services / mairttefnsd ` o &Q, . as par management plan provided by plumber. 2. An eaftlack mquWements must be maintained ae p applcable code / ordirtartces. Attach complete plans (to the County only) for the system on paper not less than 91/2 x 11 inches in size SBD -6398 (R. 01/03) 1 (LLAng :03"We M3Te'Yd Cis �9Y' �BU�M.r Knit Z"4%z . f 9�ur >1_f�i6Rt ro., rry, �t�8�llc�sb *-A"," NA a 8v� f�t?J',i'{z�;NfQ{16 �9q L 19e I-Ow g 6c, 92., /7cv 4-: 92 &c 9.9,,' MAP 06; w� lie ,L1 Alr �Cf' s � �R /r/ rv� N& ,;t�vG Fi�req ` rAIVr A!' i3 ®Riir� s 4U PoLa s ysrtry C , At 7 bri' s e+ 0o C-4 A f 90; • 90 \ � Y 8 y q� Ir/�A R0 13 � ict/��LC � .�: �,Z /7 /! _400 &t• 92.1 L7ry tc 92 9,9 - Q2v o _ Scq t� - .A_ /3!7 - ,Ll / yaw ze"a6ze- -ciz- y I Pore AV s��n sum I - S ysre FL- Atr 4. gco c-C. ,f ?o _ 41 9y G B � 50/ /? 7 W,' __ ., �_ __ _ ___ -_ __ _ -- __ __ __ _ _ __ __ _- __ __ �' _ _ _ _ ,;.. �_ _ __ , _._ � ' _ _� • iscon t� SOIL EVALUATION REPORT ##1412 Department of -Co rrewl' in accordance with Com Page 1 of 4 ...�, " ,"'y " >' Division of Safety and Buildings ` Schmitt Soil Testing, Inc. �.�' Attach complete site plan on paper no 8% x 11 inches in size. Plan must Co tt, St. Croix include, but not limited to: vertical and horizontal reference point BM), io a�II r+ percent slope, scale or dimensions, north arrow, and location an dista� neatest road. Par I I.D. 038 -111 95- Please print all information. Rev' Da Personal information you provide may be used for Secondary purposes (P acy Law, Property Owner Property Location L � Kramer, Rob & Michelle Govt. Lot E1/4, S/1 4, 528, T31N, R18W Property Owner's Mailing Address Lot # Block It ubd. Name or CSM# 1097 192nd Ave. 2 1 1 CSM 12/3335 City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road New Richmond WI 54017 1 715 - 246 - 4545 Star Prairie I 192Nd Ave. ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe Parent material Glacial till Flood lain elevation applicable a General comments 5� : l5 Mass be o �J 3( i'ncl..a.� �CLe - ")A — G`�T s•• ft/ and recommendations: Replacement area is suitable for a conventional system with a 0.4 qpd /sgft rat e. Possible system Je..1 elevation is 92.10'. Slope is 10 %. System will require a lift pump. Go w � s � F-11 Boring # ❑ Boring ✓ S e ® Pit Ground surface elev. 95.76 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2mgr mvfr as 3m,2f .6 .8 2 8 -14 10yr5 /3 none sil 2fsbk mfr gw 2f .6 .8 3 14-32 10yr5 /6 none scl 2msbk mfr Cs if .4 .6 4 32-44 7.5yr4/4 none sl 2msbk mfr gw - -- .6 1.0 5 44 -96 7.5yr4/4 none sl imsbk mfi - - -- - - - -- .4 .7 .1 z ,5Z " F 2113oring # F-1 Boring G n ®Pit Ground surface elev. 94.86 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3 /2 none sl 2mgr mvfr as 3m,2f .6 1.0 2 9 -15 10yr5/4 none sl 2fsbk mvfr gw 2f .6 1.0 3 15 -28 10yr5 /6 none sl 2msbk mfr gw 2f .6 1.0 4 28-68 7.5yr4/4 none sl 2msbk mfr gw if .6 1.0 5 68 -98 7.5yr4/4 none sl imsbk mfi - - -- - - - - -- .4 .7 • Jl. * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOD <_30 mg /L and TSS <30 mg /L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt . "g � 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 4/17/2006 715- 247 -2941 SBD -8330 (R.07 /00) Prpperty Owner Kramer, Rob & Michelle Parcel ID # 038 - 1113 -95 -000 Page 2 of 4 Boring # E] Boring •� pit Ground surface elev. 95.66 ft. Depth to limiting factor 95+ 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. *01#1 *Eff#2 1 0 -6 10yr3 /2 none sl 2mgr mvfr as 2m,2f .6 1.0 2 6 -16 10yr5 /3 none sl 2fsbk mvfr gw 2m,2f .6 1.0 3 16 -26 10yr5 /6 none scl 2msbk mfr gw 2f .4 .6 4 26 -57 7.5yr4/4 none sl 2msbk mfr cs if .6 1.0 5 57 -95 7.5yr4/6 none sl imsbk mfi - - -- - - - -- .4 .7 •� 7 Boring # Boring Pit Ground surface elev. 93.46 ft. Depth to limiting factor 98 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2mgr mvfr as 3m,2f .6 .8 2 8 -13 10yr5/3 none sil 2fsbk mfr gw 2f .6 .8 3 13 -28 10yr4/6 none sicl 2msbk mfr gw 2f .4 .6 4 28-42 10yr5 /4 none grsl 2msbk mfr gw - - - - -- .6 1.0 5 42 -67 10yr4/6 none sl 2msbk mfr 9 w - -- -- .6 1.0 6 67 -98 7.5yr4/6 none sl imsbk mfr gw - - - - -- .4 .7 7 98 -146 7.5yr4/4 cemented sl Om MAI - -- - - - - -- 0.0 0.0 Boring # ❑ Boring E Pit Ground surface elev. 89.44 ft. Depth to limiting factor 102 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -11 10yr3 /2 none sil 2mgr mvfr as 3m,2f .6 .8 2 11 -26 10yr5 /3 none A 2msbk mvfr gw if .6 .8 3 26-43 10yr4/4 none gris imsbk mfr can► if .7 1.6 4 43 -72 7.5yr4/4 none sl imsbk mfr gw - - - - -- .4 .7 5 72 -102 7.5yr4/4 none sl Om mfi gw - - - - -- .2 .6 6 102 -124 7.5yr4/4 cemented sl m MA - - -- - - - -- 0.0 0.0 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L • Effluent #2 = BOD < 30 mg /L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Schmitt Soil Testing, Inc. Property Owner Kramer, Rob & Michelle Parcel ID # 038 - 1113 -95 -000 Page 3 of 4 61 Boring # L] Boring Z pit Ground surface elev. 89.51 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 10yr3/2 none A 2mgr mvfr as 2m,2f .6 .8 2 6 -18 10yr5 /3 none sil 2fsbk mfr gw if .6 .8 3 18 -32 10yr4 /4 c1f 10yr6 /6 SCI 2msbk mf gw if .4 .6 10yr6 /2 4 32-44 7.5yr4/6 fif 7.5yr6/6 sl lmsbk mfi cs - --- -- .4 .7 7.5yr6/3 5 44 -96 7.5yr4/4 none sl Om mfi - - -- - - - -- .2 .6 F-1 Boring # Boring [1 p8 Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F] Boring # Boring El pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SBD -8330 (R.07 /00) Schmitt Soil Testing, Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Rob & Michelle Kramer Thomas J. Schmitt, CST 227429 Address: 1097192nd Ave. 1595 72nd St. City, State, Zip: New Richmond, WI. 54017 New Richmond, WI. 54017 Phone: 715- 247 -2941 Subd.Name: CSM 12/3335 Lot No.: 2 Legal Description: SEl /4 SEl /4 Sec 28 0 1N R18W Township, County: Star Prairie, St. Croix A Bench Mark EL 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El. 89.46' top of green trim on bottom of pole shed Slope= 100 �- ,c 1 q ( P" I ) � Le;,a,T o � S�� � � �a.... �t o�%f ��.,c�� Lem -Q�� �•.�6 � Scal 1" = 40' /7 � r e�( F loAse 'T Dri h S Bs ��- - �S' -ry 10 SOIL SURVEY TABLE 1.— Approximate acreage and proportionate extent of the soils — Continued it Soil Acres Percent Soil Acres Percent Ritchey silt loam, 12 to 20 percent slopes, Sattre loam, 2 to 6 percent slopes _________ 7,350 1.6 eroded _ ______ __ _________ ___ ___ ___ _ ____ 1,450 .3 Sattre loam, 6 to 12 percent slopes, eroded_- 3,150 .7 �j Ritchey soils and Rock outcrop, 20 to 35 Sattre silt loam, 0 to 2 percent slopes ------ 7,000 1.5 percent slopes _______ __ _______ ____ _ ____ 6,650 1.4 Sattre silt loam, 2 to 6 percent slopes ------ 16,800 3.6 Rockton silt loam, 2 to 6 percent slopes -___ 990 .2 Seelyeville muck ---------- 2,600 .6 --------- - - - - -- Rockton silt loam, 6 to 12 percent slopes, Skyberg silt loam, 0 to 3 percent slopes ___- 16,200 3.4 j eroded -------------------------- - - - - -- 500 .1 Udifluvents --------------------------- 1,100 .2 Rockton silt loam, 12 to 20 percent slopes, Vlasaty silt loam, 2 to 6 percent slopes -___ 18,500 4.0 eroded _ _____ ____ __ ___ ____ __ ___ _____ _ __ 560 .1 Vlasaty silt loam, 6 to 12 percent slopes, Santiago silt loam, 2 to 6 percent slopes ____ 34,800 7.5 eroded 3,250 .7 -------------------------------- Santiago silt loam, 6 to 12 percent slopes, Whalan silt loam, 2 to 6 percent slopes ----- 2,950 .6 I , eroded _ ________ ___ __________ __ __ ___ ___ 13,300 2.8 Whalan silt loam, 6 to 12 percent slopes, Santiago-Antigo complex, 6 to 12 percent eroded ---- - -- ------------------------- 3,100 .7 slopes, eroded _________________________ 4,850 1.0 Whalan silt loam, 12 to 25 percent slopes, Santiago- Antigo complex, 12 to 25 percent eroded ------------------------ ________ 1,300 .3 I! slopes, eroded ------------------- - - - - -- 1,250 .3 Water ------------------------ - - - - -- 5,730 1.2 Saprists and Aquents ------------- - ----- 1,960 .4 ,.! Sattre loam, 0 to 2 percent slopes - _- -_ - - -_ 2,050 .4 Total ___ ____ ___ _____ _____ _________ 469,760 100.0 ,k, 1 Less than 0.05 percent. � 1. friable; about 10 percent coarse frag- habitat. If adequately drained, a few areas are suited ments by volume; slightly acid; clear to row crops. Capability unit IVw-3; woodland group wavy boundary. 5w1. IIC-38 to 60 inches; yellowish red (5YR 4/8) heavy sandy loam; many large faint Amery Series strong brown (7.5YR 5/8) and promi- nent grayish brown (10YR 5/2) mottles; The Amery series consists of gently sloping to steep, massive; friable; common pebbles; 10 well drained soils on ground moraines, end moraines, i' percent cobblestones and boulders by vol- and areas of pitted drift. These are loamy soils under - ume; neutral. lain by sandy loam till. Native vegetation was mainly The solum ranges from 30 to 50 inches in thickness. white pine, red oak, white birch, and aspen. Depth to sandy loam till ranges from 18 to 34 inches. In a representative profile the surface layer is dark The A horizon is black, very dark brown, or very dark brown loam about 9 inches thick. The subsurface layer gray and 10 to 20 inches thick. is about 3 inches of brown loam. The subsoil is brown !'y The C horizon is sandy loam or gravelly sandy loam. and reddish brown, friable sandy loam about 19 inches ii The lower part of the B horizon and the C horizon are thick. The substratum, to a depth of 60 inches, is yel- '�' ! 5 to 15 percent coarse fragments. lowish red, friable sandy loam. These Adolph soils have slightly more clay in the B Available water capacity and permeability are mod- horizon and upper part of the C horizon than the de- erate. Natural fertility ranges from medium to low. fined range of the series, but this difference does not The organic matter content of the surface layer is I alter their usefulness or behavior. moderate. �I Adolph soils are near Freeon, Magnor, and Santiago Most areas of these soils are moderately steep or soils. All these soils have a silt loam mantle underlain steep. The steeper soils are in hayland, pasture, or by sandy loam till. Adolph soils are more poorly drained woodland. The gently sloping and sloping soils are used than Freeon, Magnor, and Santiago soils. for corn, oats, and alfalfa. AdA— Adolph silt loam, 0 to 3 percent slopes. This Representative profile of Amery loam, 6 to 12 per- soil is in drainageways and depressions. Most areas are cent slopes, eroded, in a cultivated area, 30 yards east elongated and range from 4 to 40 acres in size. and 770 yards north of southwest corner of sec. 21, Included with this soil in mapping are a few small T. 30 N., R. 15 W.: areas of Fluvaquents, wet, and Saprists and Aquents. Ap-0 to 9 inches; dark brown (10YR 3/3) loam, �I Also included are some small areas of soils where lay- high sand content; moderate medium sub - '� ers of heavy loam till or sandy outwash are in the angular blocky structure parting to mod substratum. erate fine and medium granular; friable, This soil has a perched water table at or near the many roots; neutral • abrupt smooth ,. soil surface throughout most the year. Runoff is very boundary. p slow. This soil is ponded or flooded during wet seasons. A2 -9 to 12 inches; brown (10YR 5/3) loam, Shallow surface ditches, water diversions, and tile high sand content; weak medium platy t drains help drain areas where a good natural outlet structure. friable; common roots; neu- exists. Frosts are common on this soil late in spring tral ; clear wavy boundary. and early in fall. A &B -12 to 15 inches; brown (10YR 5/3) heavy This soil is suited to wetland pasture and wildlife sandy loam (A2) ; weak medium platy I' ST. CROIX COUNTY, WISCONSIN 11 structure; brown (7.5YR 4/4) heavy as representative of the series, but its subsoil is thicker 'sandy loam (B2t) ; moderate medium and and the surface layer contains more sand. fine subangular blocky structure; friable; Included with this soil in mapping are a few small common roots; about 15 percent coarse areas of Amery loams and silt loams and Cromwell fragments by volume; neutral; clear wavy soils. Also included are a few areas where layers of boundary. silty sediment are in the till, a few small areas where IIB22t -15 to 24 inches; reddish brown (5YR 4/4) the soil is severely eroded and has a cobbly and gravelly heavy sandy loam; moderate medium sub- surface layer, and a few areas where slopes are less angular blocky structure; friable; few than 6 percent or more than 12 percent. roots; about 15 percent coarse fragments Runoff is medium, and the hazard of erosion is mod - by volume; medium acid; clear wavy erate. Erosion has caused deterioration of the tilth and boundary. has reduced the content of organic matter of the sur- II133 -24 to 31 inches; reddish brown (5YR 4/4) face layer in most places. This soil is subject to blowing. sandy loam; weak coarse subangular This soil is suited to oats, alfalfa, and a limited blocky structure; friable; few roots; amount of corn. Controlling erosion and soil blowing about 15 percent coarse fragments by and maintaining tilth and organic matter content are volume; few strong brown (7.5YR 5/8) important factors of good management. Capability sand coatings on faces of peds ; slightly unit IIIe -7 ; woodland group 2o1. acid; clear wavy boundary. A1132 — Amery sandy loam, 12 to 25 percent slopes, IIC --731 to 60 inches; yellowish red (5YR 4/6) eroded. This soil is on pitted drift and end moraines. sandy loam; massive; about 15 percent Most areas are irregular in shape and range from 5 to coarse fragments by volume; friable; few 100 acres in size. roots; slightly acid. This soil has a profile similar to the one described as The solum ranges from 30 to 40 inches in thickness. representative of the series, but its surface layer is The Ap horizon is dark grayish brown or dark brown sandy loam rather than loam. sandy loam or loam 5 to 10 inches thick. In uncultivated Included with this soil in mapping are a few areas areas the A horizon is very dark brown or very dark of Amery loams and silt loams and a few areas of grayish brown and 2 to 4 inches thick. Cromwell and Emmert soils. Also included are a few ``i'he 'B horizon is sandy loam or sandy clay loam. The areas where layers of silty sediment are in the till, a C`horizon is mainly sandy loam, but it ranges to loamy few small areas where the soil is severely eroded and saiid'in places. The B and C horizons are 5 to 15 per- has a cobbly and gravelly surface layer, and a few cenii coarse fragments. These soils are medium acid to small areas where slopes are less than 12 percent or nedral in the B horizon and medium acid or slightly more than 25 percent. acid in the C horizon. Runoff is rapid, and the hazard of erosion is severe. Amery soils are near Cromwell and Santiago soils In most areas erosion has caused the tilth to deteriorate ai 4Jbwett, sandy substratum. They lack the moderately and has reduced the content of organic matter in the WW ilt mantle and the loam B horizon typical of surface layer. This soil is subject to blowing. S O soils and Jewett, sandy substratum, soils. This soil is suited to hay, pasture, and woodland. It A. ery soils lack the sandy C horizon typical of is frequently used for pasture. Controlling erosion and Ch h well soils and Jewett, sandy substratum, soils. maintaining tilth and organic matter content are im- Tl� contain more clay and less sand than Cromwell portant factors of good management. Capability unit z' VIe-4; woodland group 2r1. 'Amery sandy loam, 2 to 6 percent slopes. This AmB — Amery loam, 2 to 6 percent slopes. This soil cfn ridges of ground moraines or on knolls and is on ridges of ground moraines. Most areas are oblong , es of pitted glacial drift. Most areas are irregu- or irregular in shape and range from 10 to 40 acres ape and range from 5 to 40 acres in size. in size. ?soil has a profile similar to the one described as In most areas this soil contains more silt than the ntative of the series, but the subsoil is thicker one described as representative of the series, but other - surface layer is sandy loam rather than loam. wise the two profiles are similar. ed with this soil in mapping are a few areas Included with this soil in mapping are a few small ailty soils and a few areas of Amery loams and areas where the surface layer is sandy loam. Also in- ''. Also included are a few small areas where cluded are a few small areas where the soil is under - less than 2 percent or more than 6 percent. lain by sand and gravel and a few small areas where X slow, and the hazard of erosion is slight. slopes are slightly more than 6 percent. is subject to soil blowing. Runoff is slow, and the hazard of erosion is slight. as of this soil are cultivated. The soil is mod- This soil is well suited to corn, oats, and alfalfa. It is 11 suited to corn, oats, alfalfa, and most crops frequently used for corn. Controlling erosion, especially grown in the county. Controlling erosion and on relatively long slopes, is an important factor of good i1g are important factors of good manage- management. Capability unit IIe-1; woodland group ability unit IIle -4 ; woodland group 2o1. 2o1. mery sandy loam, 6 to 12 percent slopes, AmC2 —Amery loam, 6 to 12 percent slopes, eroded. is soil is on end moraines and pitted glacial This soil is on end moraines and ridges of ground areas are irregular in shape and range from moraines. Most areas are oblong to round and range in size. from 5 to 60 acres in size. This soil has the profile de- has a profile similar to the one described scribed as representative of the series. AMMS Viewer Page 1 of I as AM @ OnC - D: 2 Pme ma$ CoD2 an ° 479' Bt 479 51 ° 4 1 SaC2 p LO T2 COM VCL 7r AG3771 N TN STAR R AIRIE28 s 482c m 27 Am C2 LOTS 1348 A01 467 C may CoC2 a4�+ ° AmD2 ° SE 1`/4- SE I&MV[u 12 PG 3335 SW 114 -SW 1/4 Lb T4 LOTS, a MT1 !o s 442A ?T1 t', 482A C o 11 VCL Norms Z �ACJ2 aC: http:/ /72.21. 230.178/ website /LRPortal /ARCIMS/MapFrame.asp ?PIN= 5/23/2006 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer )?08 .c- Mailing Address � 9 2 i 4 .1ka Property Address - .'( (Verification required from Planning Department for new construction) ` City/State ���=// � r '9jY1J A1Z2 Parcel Identification Number .11:38 -///. -- $D LEGAL DESCRIPTION Property Location _5F, 1 /4, 4; '/4, Sec. 1,, T_3 LN- R -,�LW, Town of S„7.A - iAAz.g Subdivision Lot # Certified Survey Map # . Volume . .Page # Warranty Deed # 3"A�/8f� . Volume / 3Y A . Page # ti D Spec house ❑ yes 99"'n"o Lot lines identifiable Dyes ❑ 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 mastcr plumber, journeyman plumber, restricted plumber or 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 stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year ®ration date. SIONATURB APPLICANT 0 DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of t the property descr Jwve, by virtue of a wa my deed recorded in Register of Deeds Office.. t Sd+.G1hi&TURE OF APPLICANV DATE c * * * * ** An information that is mis -re resented may result in the sanit permit being revoked by tha?Zoning Department. * * * * ** Y P X rY P ��1,1�!lgdtii �a R:cgist'' ,IA s a copy of the certified survey map if reference is made in the warranty deed 4 i j PA(0 —_ o PUr CH C� ",ss SEC 0j[) SPECIF IC! riOIJ` i VCQT CAP `i" C.I. _ ",!T PIPE WEATHERPROOF APPROVED LOCR,1 ^J(, MANHOLE COVEF. Ls, = �V o -1oF. JUK1CTIOKJ BOX t1!AALN 1146 L.ABct WWDOW OR FRESH 12"MIU. AIR INTAKE I GRADE ( I 4' MIKJ. I _ r 4 171 1N COIJDUIT -- , \ 1 K 1 4, INLET PROVIDE L4 _T AIRTIGHT SEAL I I I I I APPROVED JOI A I I APPROVED JOIN W/C.2. PIPE I III C.I. PIPE EXTENDIMC, 3' II AL M XTEWDING 3' OWTO SOLID SOIL B I 1I ONTO SOLID SOIL I I ON C � I ELEV. FT. PU r - -i OFF D COMCR E BLOCK RISER EXIT PERMITTED OWL IF TA MANUFACTURER HAS SUCH APPROVAL SEPTIC E SPECIF t C TIous DOSE _ TAWKS MAWUFACTURER: ~� IJUMBER OF DOSES: PER DAB TAKIK SIZE: Roo ALLONS DOSE VOLUME ALARM MANUFACTURER: CLUDING BACKFLOW: 160 GALLONS MODEL IJUMBER: CA CITIES: A= J'q IMCAES OR � /j G ALLONS SWITCH TYPE: A C g = — INCHES OR Y3,sa GALLOIIS PUMP MANUFACTURER: G C= INCHES OR /?Y,,o &ALLOUS MODEL NUMBER: D= .B, INCHES OR 1 GALLONS SWITCH TYPE: KIOTE: PUM AND ALARM ARE TO BE G*c MIKIIMUM DISCHARGE ATE GPM IINSSTA LED OM SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEE PUMP OFF AND DISTRIBUTIOM PIPE.. !Z_ F T 2'�' )G 6..qc�J.�' + MIMIMUM NETWORK SU PLy PRESSUR . . . . . . . . . . 2 5 FEE + FEET OF FORCE AIM X — F /pp F ,FRICTIOU FACTOR. /¢ / FEET TOTAL DyIJAM.IC HEAD — A 6 FEET IMTERRIAL D EIJSIONt OF TAIJK: LE:.�C.TH ;WIDTH ;LIQUID DEPTH _ SIGIJED: _ LICE.K]SF FIUMBER'. q/ UATE: ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the A52A /ie=a residence located at: SJ-7- 1 /, Sec . T V N, R __Ig__ W, Town of $TAl2 , St. Croix County, Wisconsin. Upon inspection, I certify that I have found the tank and baffles to be in good condition, and it appears to be functioning properly. Last time serviced Did flow back occur from absorption system? Yes Nom (if no, skip next line. Approximate volume or length of time: gallons minutes Capacity: ,0 Construction Prefab Concrete Steel Other Manufacturer (if known) : Age f Tank (if known) : 12 0!)C� 4'7 I T (Signature) (Name) Please Print /APRs a ?- J 7 y/ (Title) (License Number) 6 - 7 - ®G (Date) Form to be completed by licensed plumber (s. 145.06, Wisconsi n Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Plumber (applying for sanitary permit) Certification: In accepting the above statement regarding existing septic tank condition, I certify that the tank, to the best of my knowledge, will conform to the requirements of ILHR 83, Wis. Adm. Code (except for inspection opening over outlet baffle) . Name - - Signature 601VA41 ;Ar MP /MPRS 1MgS ,12 ,(7,/1 ,._ -- _ .3L 1348aw0111 584581 ST UP Of WIWL4 FORM 2 - 102 _ .. WARRANN DEED 1 OOCUMEW NO. E l ter , RE •�. •.R'S n� r .C" f >rric J. 0 irmain an Michele T . Ger maine _• �7 •,�„ . husban an fe — _- -- — _ AU 1 1998 caw daillaralOn. 'I :13 A. I�' •�-• � __. —. -- i n • — T—.._. .. '...�. r.-- ....Y- -I— /•'n`-awl� _.. iMo S.%Cr WA MN 01-N w I x"Vau U11% 1 X NO* 1 4D N PIP K.1M19 i Ihr f dk.•1 JrwrdrJ rrat r.we m - St. CY0 _ -� Gwm) ISn .�k �{ •, "('� Slue ul1A5tA.aron. � 1 038- 11 13 -80 - iMgGEt K.[xrwiCTr. ri 4itiuCa 1 (See Attached Exhibit "A") Parcel 2 chovn on this documents is being added to parcel 1 -shown an d this document to create one parcel and this transaction is thereby. exempt fre-m Chapter 18 of the St. Croix County Land Use Regulations pursuant to Sec. 18.05(A)(3). i ►r .SFER not _ -. MNRraeRd (Irryr^Y XK-XX ten. E7aYIMMk. r•�1e�11N'a Easements. restr and rights-of-way of record, it any- N 1+ Dm,4 IAN - - a- - -- •. a+y ed —_ .! KUI; — - --A r V) 48 1 - - «eo • .r�... rt . ISFiIiI , _ ryt4 �c ( ✓ i �iE t wAt, • grit rma n Mi`hele T. !Germain --ISM' AUTHENTICATION A CKNO W Lt O6 MEN r ti 1 �yy.alu.ed grit J. Germa _ S." or Wiscomaie 1 Michele T. Oralaia _. __ =:.__ - -- }• —ban *w, t J,y.d A11Q1111t Iv 90 (bxru0) jror N4 w .N.• .bn p.f .y Xrletina b2l a%xd. IIttL•• *KAIMll +I.11111�R�>r \11XIEvvSIV aadauatit M t:'Ib Al %Yft eta. a• wr ka-k -1 u• h der M*„ _. w6 cw weJ Ar / warawen, and a ln►wi.Jlw de .wk- nR= wSa:aiR nl WA., uwvn,a ar j ,��LtOrae�Rtlet�D��O _�- - � - _. • - -- - .- - B `IL�31ii _ Na+h'P�b1 _. _Cwsaaa LWIJAM a+} be wd►vaw d ar Y1RI.N WYd..amb are um my .faw nguan a Irmua. -a (It wr, rise apNpRea Jae e - •14..aaeyw.a..s .w ..�+n•reNUy.i(Ne.. p.lrl�a.. •...c+r.r. 1 ._. _.. ...... >. -.: -.. _. .. wAIiRA%i \aL10 .. .:. - .,:- " -.R4►A a4Rf1l agK'e1QN�i . e.Mrw.l.�ra`►b sr - .� 1 + VNNa }la. i -14t ,.� errNa wa f00 /L00� iaiQa 40 61a 00 TTex:f rB 'IReis ooe OTr'TtlA ee.nT nsr 4AArev'e.e:n r • f EXHIBIT "A" 11 Past of SEi /4 of SEl /4 of Section 28 -3•1 -18 described as follower Lot 2 of Certified Survey Nap filed August 27, 1997, in Vol. 't2", page 3335, Doc. No. 564500. 2) Part of SE1 /4 of SE1 /4 of Section 28- 31 -18, being part of Lot 1 of Certified Survey Map in Vol. 0 12 0 , page 3335, Doc. No. $64500, described as Follows: Commencing at the SE corner of said Section 28; thence along the E line of SE1 /4 of the -91/4 of said section 28, bearings are referenced to said Certified # Survey Map, N 00 degrees 57 minutes 56 seconds East a distance of 889.23 feet to the point to b44inning of the parcel to be described, this being the SE corner of Lot 2 of said Certified Survey Map; thence S 85 degrees 15 minutes 15 seconds West a distance of 436.41 feet to a set 1 inch by 24 inch iron pipe; thence N 00 degrees 57 minutes 5b seconds East a distance of 4$6.09 feet to the N line of the SE1 /4 of the SE1 /4 of said Section 28, this also being the N line of Lot 1 of said Certified Survey Map; thence, along last said 9 line, S 88 dngrees't9 minutes 54 seconds E a distance of 138.41 feet to the NW corner of Lot 2 of said Certified Survey Map; thence, the following being along tie Wly and Sly lines of Lot: 2 of ! said Certified Survey Map, S OS degrees 58 minutes 32 seconds E a distance of 138.76 feet; thence S 13 degrees 46 minutes 24 seconds E a distance of 247.92 feet; thence S 79 degrees 48 minutes 51 seconds & a distance of 218.62 feet to the Point of Beginning. St. G'ruix County, Wisconsin I i L4 HOO /room 4nW9q NA AWW Al V7AWA 10 10ew set ev VWN 0e,n+ ,IS" ann.,.e,en POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pa of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity le6o a l O NA Permit # Septic Tank Manufacturer —� �s 13 NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units IN NA Pump Tank Capacity a l ❑ NA Estimated flow (average) ® gal/day Pump Tank Manufacturer — ❑ NA Design flow (peak), (Estimated x 1.5) g al/day Pump Manufacturer _ ❑ NA Soil Application Rate al /da /ft2 Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average' Pretreatment Unit ® NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD,) 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD,) 530 mg /L E In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510` cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA 'Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA ; MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: month (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y,) of tank volume ❑ NA Inspect dispersal cell(s) At least once'every: ❑ month(s) (Maximum 3 ears) ❑ NA ® year(s) 3 y ears) effluent filter At least once every: ❑ month(s) ❑ NA A year(s) Inspect pump, pump controls &alarm At least once every: ❑ month(s) ❑ NA e year(s) ' ❑ month(s) X NA Flush laterals and pressure test At least once every: ❑ year(s) Other: ❑ month(s) At least once every: ❑ ®NA 'v year(s) �. Other. NA , *r- E ❑ x' {t 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 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 regwres the immediate notification of the local regulatory authority When the combined accumulation of sludge and scum m any lank equals one-third (Y or more of the dank volum e, the e113 contents of the tank shall be removed .by a Septage Servicing Operator.and disposed of in accordance with chapter NR ,' W�sconsm Admmistratrve Code x .t �.,`��, .. ": � fy.; .t ...,F Z x t •. '. .: � ^at?t✓e ^ -. All other services, including but not hmtted to the servtcmg of e ffluent filters, or p ressurized components; pretreatment µ F ; units, and any serviang atantervals of S1 Z months, shall be performed by a certified Mamta�ner , ; s y ��Frn A service,report shall ba provided to the local regulatory authority within 10 days of completion of any service event � , t a �r i�2: t ,v fi ��'"'''' ad �, y 'ls +-t - c k ,. :.+^ ! � '7^ 7 7 y i 4 a:' f [ - - . � 'ti a "� „e• c F ,� a^, � N t i '!4 �r y.�c T,� .. 4 it [ 7� ti s � -I ��•t� z � c'� !; 5 "" �;, F �� Mrk, ,ys t } Page of START UP AND OPERATION Y For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up'shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the 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 soil absorption area. 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. ABANDONMENT 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 chapter 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 e 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 i 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. W The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site { evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. O Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the s ` i infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO.NOT R 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 DIFFICULT OR IMPOSSIBLE. 1 ADDITIONAL COMMENTS - - {2 POWTS INSTALLER POWTS MAINTAINER >� Name , i1! - Name >� x f it Phone -- . Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY 4': 41-r :Name f r- E "R OWN W0 Phone " ti This document was d rafted in compliance with chapter Comm 83.2 2(211b)(U(d) &(t) and 83 54(1) (2) & (3), Wisconsin Administrative.Code 1t# a . .. 2 s FILED AUG 2 7 1997 ► B K ATHY K WA11 3 D I 564500 =", CER WI ED SURVEY MAP U Located in part of the Southeast Quarter of the Southeast Quarter of Section 28, Township 31 North, Range JJ 18 West, Town of Star Prairie, St. Croix County, Wisconsin. Prepared for and at the request of: EAST 1/4 CORNER OWNER: TOTAL AREA LOT 2 • $'��SEC. 28 -31 -18 Eric J. and Michele T. Germain 102,703 SO. FT. r �� (ALUM. CO. MON.) 1097 192nd Avenue 236 ACRES New Richmond, WI 54017 AREA EXCLUD. R.O.W. Drafted by Kristi A. Ey4andt 88,318 SO. FT. I EGFNI]e 2.03 ACRES County Section Corner Monument 1331 \\ of Record CERTIFIED SURVEY MAP \ • Set 1" x 24" Iron Pipe weighing DOCNO358851 a minimum _ _ of 1.13 pounds per linear foot. VOLUME - 3 PAGE 835 IT O Found 1" Iron Pipe NORTH L /NE OF THE EAST 112 OF I1 4ni l i ) M- Measured As THE SE 11-4 OF THE SE 11 R= Recorded As "� N 192nd Ave 192ND AVENUE o ° LO � - - - -S 88'59'54" E 661.21 = - L _ U N t \ � > r - - - �t -S88 50'S0'E -„ - - --� r R= N�9'S3 289.91'- ( v E 92nd Ave _ i _ • - a', a O d , Z w Z \ J) v E am KNV (r.,,� N (^.7 N I i 1 T G 0 3 M1 �? ai o W A J vv� a t`2 ii \ n v' I J 21g g2, I rn C a> O \ I m N 79'48'51.. W r Nw N Z Z l i 0 1 . o �p c o .o cr1 I 1 I ~ j 1 o _G 30 R ° v+L o W 1 1 r I M 6z W Cn a1 1 LOT 1 1 X11 C ° 0 01 N O .9 i TOTAL AREA LOT •° o N r 0 760, 493 S0. FT. I 3 g a Z .0 Z td M 17 46 ACRES i N • N �, i ^I° a li Q AREA EXaM R.O.W. i a CL o w -' °i �u p 742,722 SO. FT. z I - ° r I I 17.05 A CRES En t a U JI ly, I 1 I I 1 O C Cv x dl O Z I I , I CL ZI I I N I I 1 Z 1Gp as z o i 3 a ly l RONALD F. : W �^� 4 p N JOHrJSC?N i i rr FIL ED -, N N AMEf1Y. " I rr AUG 2 7 1997 ► W S j Q` i j i KATHREElV H. WASH h g= 1 • * O �• r r r AegisterofDeeds 1 �► 9 rV , c • SL Croix Co, WI I r _ 1986.27 - - — - - - -- N 89 3119" W 662.09*-- SOUTHEAST CORNER �' SEC. 28 -31 -18 \� -~ ---- - - - - -N 8931'19' W 2648.36 - - - - -- -~ (ALUM. CO. MON) SOUTH LINE OF THE SE 1 OF THE SE 1/4 UNPLATTED LANDS 200 o zoo JOB #97072 Prepared by: GRAPHIC SCALE A & E I SCALE IN FEET: 1 inch = 200 feet LAND SURVEYING de CIVIL ENGINEERING Phone No. (715) 246 -4319 NC tTH BEARINGS ARE REFERENCED TO THE EAST LINE OF THE 109 East Third Street, P.O. Box 325 SE 1/4 OF SECTION 28 TOWNSHIP 31 N., RANGE 18 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S 00 W. Sheet 1 of 2 VOL. 12 PAGE 3335 CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Southeast Quarter of Section 28, Township 31 North, Range 18 West, Town of Star Prairie, St. Croix County, Wisconsin. SIJRVFYOR' S CERTJ F1CATF. I, Ronald F. Johnson, a Re g istered Wisconsin Land Surveyor herehy certify that by the direction of Fri.c J. and Michele T. Germain, T have surveyed, divided and mapped a part of the Southeast Quarter of the Southeast Quarter in Section 28, Township 31 North, Range 18 West., Town of Star. Prairie, St. Croix County, Wisconsin, this being that. property described in a need rer.orded in Volume 1238 page 608 and described, by metes and hounds as required by State Stat.l.tte 236.34, as follows: Beginning at the Southeast Corner of said Section 28; thence, on an assumed bearing along the south line of the Southeast Quarter of i.he Southeast Quarter of said Section 28, North 89 degrees 31 minutes 1.9 seconds West a distance of 662.09 feet; thence, alone L..he west line of t:.he Fast Half o f the Southeast Quarter of the Southeast Quarter of said Sec -t:Iion 28, North 01 degrees 00 minutes 1.1 seconds East a distance of 1. 307.66 feet:; thence, along the north line of the East Half of the Southeast: Quarter of the Southeast Sluarter of said Section 28, South 88 degrees 59 minutes 54 seconds Fast a distance of 661.21 feet; thence, along the east line of the Southeast Quarter of said secti-nn 28, South 00 degrees 57 minutes 56 seconds West a distance of 1301.61. feet: to the point of beginning. Containing 863,1.96 square feet (19.82 acres). Subject to the Town Road (1.92nd Avenue) along the northerly line of the above described property. Subject to all easements, restrictions and covenants of r.pcord. J. also certify that this Certified Survey Map is a correct representation to scale of the exterior boundaries surveyed and described; that I have complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the Subdivision Ordinance of the County of St. Croix and the_ Town of Star Prairie in surveying and mapping the same. R6 F � i�4's= Reg. No. 1186 Date A & E Telephone # (715) 246 -4319 Land Surveying & Civil Engineering P. O. Flox 325 New Richmond, WI 54017 w ,ars.aas:•� , 00 CyC+ �,�,r ryi� °ri APPROVED v ` Y} RONALD F. tY s B -, , ,. ;; AMFf -. "Y. ` _f If not renor ed within 30 days of approval date approval shall be null and void \ Sheet 2 of 2 \> �-� Vol. 12 Page 3335 r • Parcel #: 038- 1113 -95 -000 06/0912006 03:08 PM PAGE 1 OF 1 Alt. Parcel # 28.31.18.482C 038 - TOWN OF STAR PRAIRIE Currents ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner MICHELLE BAILLARGEON O - BAILLARGEON, MICHELLE 1097 192ND AVE NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1097 192ND AVE SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 4.360 Plat: 3335 -CSM 12/3335 SEC 28 T31 N R18W PT SE SE BEING LOT 2 Block/Condo Bldg: LOT 1 CSM 12/3335 ALSO PT OF LOT 1 DESC AS COM SE COR SEC 28;TH N 00 DEG E Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 889.23'POB;TH S 85 DEG W 436.41';TH N 00 28 -31 N-1 8W DEG E 456.09;TH S 88 DEG E 138.41' TH S 05 DEG E 138.76 ;TH S 13 DEG E more Notes: Parcel History: Date Doc # Vol /Page Type 08/12/1998 584881 1348/01 WD 07/23/1997 1238/608 WD 07/23/1997 856/123 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/05/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.360 43,800 167,200 211,000 NO Totals for 2006: General Property 4.360 43,800 167,200 211,000 Woodland 0.000 0 0 Totals for 2005: General Property 4.360 43,800 167,200 211,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 08/22/2005 Batch #: 05 -2 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r r LJ! *, ; CHA.N'�e- CROSS t.tit, SPECIFICS 110�!s VE Q CAP WEATHERPRCOF _APPROVED LOCt(,MIC. JUIJCTION BOX MANJHOLE COVER - Z5' = a DcoR. WMN /Nb l.AAL4F WINDOW OR FRESH 12 "MIU. AIR INTAKE f GRADE 4" MI". 18" miU. 18 "MI COIJDUIT � -- N. \ INLET PRO DE ( It - - - -- L Z f TIGH SEAL I I APPROVED JOINT A � 000 l I (I I APPROVED JOINTS W/C:I. PIPE �p \� I III W /C.=. PIPE EXTENDING 3' 9�' I II ALARM EXTEWDIAIG 3' OWTO SOLID SOIL B I II ONTO SOLID SOIL I I O N c f ELEV. FT. PUMP --- ' —� � OFF D CONCRETE BLOCK RISER EXIT PERMITtED OWLH IF TANK MAWUFACTURER HAS SUCH APPROVAL SEPTIC .E 5 P CI FI GATI OATS DOSE _ TAWKS MALJUFACTUREK: t-UCE IkJUMBER OF DOSES: PER DAS TAAJK SIZE: Roo GALLOWS DOSE VOLUME ALARM MAMUFACTURER: - gffR7 )?Q1V1 S INCLUDING 6ACKFLOW: /660 3 GALLONS MODEL ►UMBER: 7/ CAPACITIES: A= 14 _ INCHES OR - Yj -1, y GALLOWS SWITCH TYPE: INCHES OR Y315 GALLONS -PUMP MANUFACTURER: .ZQ AF)C C= INCHES OR /)Y,12 GALLOWS MODEL NUMBER: _�� D= .8= INCHES OR JUO- GALLONS 37 oTOIL G *c SWITCH TYPE: M �/ NOTE: PUMP AUD ALARM ARE T DE MINIMUM DISCHARGE RATE GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. °FEET + MINIMUM NETWORK SUPPLY PRESSURE , , , . . . . , , . , Skr_Q FEET + /UD FEET OF FORCE MAIN X . a'? 4 / o rT.FKICTIOU FACTOR — , 5 FEET TOTAL D'3MAM.IC HEAD 18-I FEET INTERNAL D EWSIOUS OF TAQK: LE * TH ;WIDTH ;LIQUID DEPTH 37/x✓ SIGUE0: A L.ICE.NSF LJUMBER. /� y�i DATE: