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020-1454-00-105
gg / f } ki 1 \ % k • i Fr I " E z m E z c. t c m q q a« c © co in a. iv e + ' 0 ; @ # 2 E a ■ "£ 2 8 o { } ) 2 o B \ § k a( E E \ { j c a a a cp M @ z 0 E q co .. 0 2 ` CD \ ti t r 1 Q ) { [ § E c M � $ � � " 9 -- -o -o .0 i ■ �, 000-1 @ E c } § § § § \ § \ I 2 7 7 v v o! § A g_ , j x \ � I � x Qoei k o .. " N � > E ƒ I a � \ k \ ! k m § a. �- I 0 r 10 & 3 E I 3 / — co § 1 2 z 0 [ z & ' . 0 9 I i *) § CO '*2 a A H / m 3 1 k d � / 1 > / $ c ƒ ( � ƒ tf ƒ • , • $ cz : i ■ , o § § f o . § � 8 / \ Department of Commerce PRIVATE SEWAGE SYSTEM St. Croix vilding Divisn t ( , S anitary Permit No: t i INSPECTION REPORT 499182 0 r ERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: l 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: Bast, Kernon Hudson, Town of 020- 1454 -00 -105 CST BM Elev: Insp. BM Elev: / BM Description: Section/Town /Range /Map No: l eX, t 5 / 00 Z ". f$ 1 C5 % 36.29.19.2920 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER /1, 5 CAPACITY STATION BS HI FS ELEV. - Septic d I Benchmark G,/i F 1.5 /25 1, /5 /0/. /5 / on Dosing J Alt. BM ,,J? o..J ,5y ,k-t.,/ , Foa ton N., 8s . 4 l9 • a ,K Aeration Bldg. Sewer Holding St/Ht Inlet 4_ 20' ` , 2'n,th fa P , z. 0. St/Ht Outlet / TANKS :ACK INFORMATION «, -/q — q•/ _ l /O. i3 • 1 TANK T• WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic MEE 2o r / / a - Dt Bottom Dosing �-_ IME11� T er� an. Aeration _- •, •' I Dist. Pipe t.0 Holding Mifie - -- .1 Bot. System r / /J ' //. q/ Final Grade _ h 0 r - e", L 4 5 S-1 B PUMP /SIPHON INFORMATION -- ---- -- Y Manufacturer - Demand St Cover 3 .G. 6 /. -- 3 GPM Model Number (0 (11/0/a - ( 2 , 1 I/. A TDH Lift Friction L. System - -d TDH Ft Forcemain L Dia. Dist. to Well `-' _„_ c . .e., 1 SOIL ABSORPTION SYSTEM Z24- 23 c DIMEN No. Of Pits Inside Dia. Liquid Depth dr,�4fi _, DIMENSIONS 3 d g e / SETBACW. SYSTEM TO P/L 0 BLDG WELL LAKE /STREA LEACHING Manufactur ) / INFORMATION Typ f m: / / N61 �_ CHAMBER BER 0 J/ 66 t-ie ( (Syste vJ r4 )2 7 ,t 3 / /0 UNI Model Numbe+: DISTRIBUTION SYSTEM Header /Manifold Distribution G2� x Hole Size x Hole Spacing V ent to A i r Int ke . / Pipe(s) 1 ' / G / h �.. / Length Dia 'y Length "6 2� D Spacing J SOIL C VER 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 No Yes °1. No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 0 ( (' ef 10 (a Inspection #2: / / RId Location: 690 Mary Jo Court Hudson, WI 54016 (NW 1/4 SW 1/4 36 T29N R19W) Cottonwood g2nd Add Lot 105 Parcel No 36.29.19 2920 �v wn. oK- Pit 4.�..�- / 0 // P/ p (, (/ . .� h,�c_ !3 __ - -"L 1.) Alt BM Descr = - 2.) Bldg -sewer length = / /A)4/1-4 - 7t 1/6(-7/t--- f, 1 4-A 7�8'�.a--7�"_ f4( &'k - ,/ - amount of cover = J I' A 2 � jy yn %rl j h� l� � i , Ml_.a Bq t,-)2/ fed-._ at.10.,..c /(4 Plan revision Required? i Yes o O ale 1 Use other side for additional informatibn. 9 i�d ( �l ►` N Date Insepctor's Sign ture Cert. No. SBD -6710 (R.3/97) r '`-** __________ . ttgs s Safety and Buildings _. _ County �` 201 W. Washington Ave., P.O. Box 7162 _ /..Z__. �°' y � K consln hfadison, WI 53707 7161. Sa nitary Permit umber (to be filled in by Co') De partment o f Commerce ( y 9 j Sanitary Permit Application State Plan ID. Number In accord with Comm 83.21, Wis Adm, Code, personal inforntatio pro ide w /v/4 -- kk may be used for secondary purposes Privacy Law, al 5.04( .� Project Address (if different than mailing address) I. Application Information - Please Print AU Information 44 D lI� ( 7O /aC}t J o CO( w Property - .a. E U Perry Owner's Name 0 REC E IV Pare . i Block a Property Owner's Mailing Address r - * ' ' ` roperty Location 1 �7 4 a-4driat g /� - • COUNTY , City, State �/ / J Z Code I Ph a umber y' „Li Section I /�- �` �t Lt/ _ J *j', , .e 717� ,ee� > / � �zc • II. Type of Building (check all that apply) ly r . - N R / E tC.� C i C 1 or 2 Family Dwelling - Number of Bedrooms �� SolotK: S ubdivis i on Name CSM Number /7 05. _ ff 0 Public /Commercial - Describe Use - Ce 2 G 4) .le C ,,; I D State Owned - Describe Use Z A; A Cd t Z t?3 ne-CS DCity_DVillage OTownsltip of 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) _ W � — rev ..2)• New System ❑ Replacement System ❑ Treatment, Holding Tank Replacement Only Li other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision T ❑ Change of 1 0 Permit Transfer to New List Previous Permit Number and Date Issued ■ Before Expiration Plumber Owner IV. Type of POWTS System: Cheek MI that opiy) ��,/1� Ski' i , Non - Pressurized in- Ground 0 Mound >24 in of suitable soil 0 Mound < 24 in of suitable soil 0 At -Grade ❑ Single Pass Sand Filter 0 Constructed Wetland ❑ Pressurized In- Ground ❑ holding Tank 0 Peat Filter 0 Aerobic Treatment Unit 0 Recirculating Sand Filter D Recirculating S nt}teuc Media Filter caching Chamber [j Drip Line ❑ Cirnvei - less pipe L Other (expiate) / V. Dia Area Information: ` _ _ _ _ Design Flow (gpd) Desi n Soil A Iication t sf7 s (sf) Dispersal ro a s �� / Required / P resat Area Ppo• O S stern Etev n e! l t V'I. Tank info Capacity in Total Number Manufacturer I Prefab V �t g VP /Rg e (8[ Dispersal .Area R Site j S eel Fiber Plastic Gallons Gallons of Units t Concrete I Constructed Glass �, �f /� i New I Existing („)/2 A- /� Teaks f Tanks F F $optic or Holding Tank ,R e6 / U v ti $'� G '.rv_'— --r- -- __ - -� k .... Aerobic Tree:nem Unit V- "`"""""'""' _ Dosing Chamber — VIi. Res ortsibility Statement- 1, the undersigned, assume responsibility for i . lion of the POWTS shown on the attached plans. Plumb Naine (Print) Plumber's Signature ill' PRS Number Business Phone Number __ ' ii„:- Plumber's Address (Street, City, State, Zip Code) / i 7e) F5 r ‘ ft . ' -S -A' - , _VIII oanty/Department Gs Only �� _� ___ / / Sanitary Perrnii Fee (includes Groundwater Dat- issued Issui ' Agent Signantr o Stam' Approved ❑ Di prove Surcharge Fee) 0 0 e ' en ReasotTfarHenidi 1 Q a y� q z‘, tX. Conditions of Approval/Reasons for Disapproval � SYSTEM OWNER: j 12),),`L LA, � 5 r.e� 1. Septic tank, effluent titter and 3 �`� ,( c ,b, ti eu.a l�O w , eo vim, dispersal cell must all be services / maintained P cr as per management plan provided by plumber. r t _ 2. All setback requirements must be maintained s+..) 1 iv 0% �5 (5q w.7�C -c6 J as per applicable code / ordinances. be i �. Goac5i2- &.v....-5. Dc s,6 1 & Attach complete plans (to the Coanty only) rer the system on paper net less than 81/2 x 11 inches its size ; c0.4 4 . be -10%A-) egy,. � - E - ( � el I 1 • ( i kN ) ---- ..-2, ---- \ - ■ (..) ] . 4 N a „ ),) , .. % -- Buke - ttz.4 A Q" vii,),00g:--„, Q" N ", c ( 6 AA'Y ° ■ '‘ ' C 1,.;fr 1 e4ip WID,J Qdfic`ci- • e A v - Oc (4L. 4 /5 d a .11 - 1 11/4 er-kt_4(4- ei-1:54-k t . 5/ . / i ) yr e , elm- au_ei024 "10_0 rhazi.Add L , It) 6/71.1-4//4iZaWa -5 • .k - A IC, . ■ '- ' - r ' ',,-, ■ .ri. -S . }} I / \fb kls G P al-hit A C) . '‘' k M A i e 0 Q 4 d /elr .s I , 1 c\ 0 \ nn ' \'': 4\ - , lV % 1 Ib n } ` S4 sconsin SOIL EVALUATION REPORT #1647 Department of Commerce accords in ' h Comm 85 , Wis. Adm. Code Page 1 of 3 Div ion of Safety and Buildings Co Steel's Soil Service, Inc. ,,,\ " "�� County Attach complete site plan on paper not less than 8% x 11 inches i i PI must St. Croix include, but not limited to: vertical and horizontal reference point (B ' etio . and percent slope, scale or dimensions, north arrow, and location and dist 4 - rest road. Parcel I.D P Please pint al/ tIyED Revie d By / Dat Personal information you provide may be used for secondary purposes (Privaal Law, s. 15.04 (1) (m)). cl /2( ` ° 4, 1 Property Owner Property Location / Bast, Kernon APR 3 2005 Govt. Lot na NW1 /4, S 1/4, S36, T29N, R19W T Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Name o CSM# 948 Labarge Rd. ZONING OFFICE 105 na Cottonwood Ridge 2ND Addition City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road Hudson 1 WI 1 54016 1 715 386 - 7775 Hudson I Cty Rd N ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD n Replacement ❑ Public or commercial - Describe: na Parent material Stream terraces and pitted outwash plains Flood plain elevati if a plicable na ft. 9,45t General comments Conventional system, system elevatation 9t Trenches spaced and depth to code below grade. and recommendations: La 1 Boring # Li Boring ❑ Pit Ground surface elev. 99.90 ft. Depth to limiting factor 140 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 -10 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 10 -27 10yr4/4 none scl 2msbk mfr gw na .4 .6 - 3 27 -60 7.5yr4/4 cid 7.5yr5/6 sl 2csbk mfr cb na .6 1.0 Noncentigou 4 60 -140 7.5yr4/6 none cos osg ml na na .7 1.6 / q5 ct Noncontigous Redox features in ho on #3 due to textureal changes not seasonal saturation T QJ : .ti.ti• 2 Boring # El Boring ❑ Pit Ground surface elev. 99.90 ft. Depth to limiting factor 140 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 -12 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 12 -29 10yr4/4 none sci 2msbk mfr gw na .4 .6 3 29 -60 7.5yr4/4 cid 7.5yr5/6 sl 2csbk mfr cb na .6 1.0 Noncontigous 4 60 -140 7.5yr4/6 none cos osg ml na na .7 1.6 1 g3 i1 Noncontigous Redox features in horizon #3 due to textureal changes not seasonal saturation % 0 I tI4 1 * Effuent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg/L a TSS < 30 mg/L CST Name (Please Print) gn'4ture: ❑�� C 8956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 4/11/2005 715 760 - 0347 SBD -8330 (8.07/00) l i l erty Owner Bast, Kemon Parcel ID # Pending Page 2 of 3 3 Boring # Boring El Pit Ground surface elev. 99.00 ft. Depth to limiting factor 140 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 -14 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 14 -36 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 36 -60 7.5yr4/4 cid 7.5yr5/6 Noncontigous sl 2csbk mfr cb na .6 1.0 4 60 -140 7.5yr4/6 none cos osg mi na na .7 1.6 Noncontigous Redox features in hori #3 due to textureal changes not seasonal saturation ti rf 613 ii eb b I Boring # Boring 1/' pit Ground surface el . 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 Boring # � Boring Iji 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 5 < 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) Steel's Soil Service, Inc. - - 3of3 STEEL'S SOIL SERVICE INC• David J. Steel Kernon Bast 994 200 St. CST- POWTSM NW1 /4,SW1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St. Croix Co. Cell (715) 760 -0347 Cottonwood Ridge 2ND Add. Fax.(715) 684 -3449 Lot,105 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1 " = 40' ♦ = Benchmark Ele. 100.00 ft / Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft 9 .5oF7 Top of 3/4" pvc pipe ❑ = Borings i , 9 Boring Elevations �i_e --ci B1 = 99.90 ft / B2 = 99.90 ft B3 = 99.00 ft B4 = 0.00 ft I c;j I , II i )A -) `170 5/cr .! \ 13 / \ \ \ \ ,a0 \ \ 0 \ \ \ \ \ ,--- ,P 5 .--- 1-.01/-11./ i\-e___ z,----::7,)7t--.2 _ NJVuu J U - uvuuu u -�� _ 1) ___ L �l9nd 3 Ol 031V0I030 = +`,6bZ X r --.1 5' l£O l d "� ' , ' - } ,pQ t * H o ! ► �� E2- "££0l rt Q Sill m Qa r -- - --X -- - -- I g. I : i gl ki . ' . ' • • . - - 02 .ffil I aapv -170'2 ` \ 001C01 0 5'S£ L l'££ L : •: : : ... : . 4 I COT 0'1 l oX X �� i :::: .....r110. i N - N. 0 - AE i +► — Od 6 = 'd'S'N ■ sa.a3y- 170'2 \ • co X - , r 00 •, 8b ,a Od 1 X 'EL 'Oft' �G�� - b•9£0l \- \ 1 fit/ 1'2 = 'b'S'N `a,. 1) , \ "' 1717E0 l sa 8£'2 • £"5£3l \ - • s cn X SOT 101 \ • . I l "L£Ol \ .8E'S es ■ 1 .2.E LL . l0" X £' •.•l I 17"9£01 X J Od0'2 =VEIN sa-IDV 20'2 d, It _ (� c� ' 901 101 c' rn sa-ADV EO'2 . LOT 101 iv LOT X \ w X b . 9£0l - / • x l " L£0l x 2 wend 3H101031V91030 . • I+ , 96 L H1JN3l avoa �. \ 1,0',) ,00 os No/0 - _r r • - y j o o . • ® 0 T= , 2,,,2-9.0 ° °TI' - ° > U1 , >;_ � > _ - - - 77_ - S -L gym OF c ,—> T� __< 6gTo, ,; PI m-_ f > r ;z ,, > z9 - s ,,, c , m 24 z F F E < �' ct - o a _� ac m x,,9 x ° c T ° i R0,7,5'7n , No o c s z zz � ? > ° a I1� _ 0 0 0 H 0 m io o- a o N'o 9 0 cTxz 9 n zo� 2 T24"U•8 I. °F = 0 y O - K r, K m y mr pxm= O� T'�y i ti0 >O O'r' O? c - K i s, -x _ - °2 in 2 F _ 'g>�" > y0 C o 1 - '` o0 o m ;u a ? - ;� t �x ,!Ali! 'hi� 9 , 5 . Z rx-f m. ,, i iF v, Qm >r F� �� $ mm `�� x— fm 8 A r c8 y,?C! R.z oojO tiv » I o co o °on _ mo m c i n y a T 1 N i I l r I/.♦ lag 1 7,)1k P12- oK[Aumaio) [aHi_oz, RI J 4 - - WEST LINE OF THE SWI /4 OF SECTION 36 IR= 500'0000E) 900'3750 2132 8 1 i C.T.H. "U" I I I 0006 450 00 27994x/ :a 6p • 3. °z °n - 7 ' 1 Nlfi I�d SG - / z i'JS01:,� 5j:�:5 �� - x I SO � ' C9n�iL�o 033@, Pa 8'; i 'i]i. _ 8 / i r I i * , e. yz I j CJ iG� ` I If C; I I I G f F. / I I C 8 y0 / a mN = 8 O/ o � � o qr I (R= NO3`0 \','522.71') / e Y..O a ' n J b ID NO ,z. n 8ga 8 23618 I I I 3356 ,-• 25254 488 77 8 ''''D 1 X - -- -\ P----- tu3 e,s "�- g 3 ' o o 8 six 0 0 / ` s . l' -. .- r —,—,„ 6 4 /n IT j m r e ;'1".'—'0 $ � s ¢ F . e �� . t i0 .. ..... M e a J a - o o a - L I EA, M ^ /AG E m _ 40 -pr.() n " ^,n0 _ 6 j __ . _ _ EN) _ . __ . litl e�' .__.__.__.__._^ . _ - . TAiT -I I m T j o0�� $ F"s ry 8~ $00'2724 W 380.80 © o - 8 .� ` N 707 57 08 _ _ ' ]v ,.g1 W �` _ - -- 500`2)24w 230 .or _ -- -__ 33' J,3 C : ' / 620 - _ 5 2 S� / / . 65 at . - - � S // �/ / 1. u : e .. ,...... ........... .. .1 0 - SJ'S / :, P I _,.,- '64445 ....' s 5 mco % y� °^I SO 4 ' 29 '5 6 'W180.46' 10 1 I "v' CI I �7 s 2 04°29 ' 56- W 180.46 ' Ep / 8C>0 C23 I . oar O °s il 2 a 00' U ITO SETBACK) " m mu nOm m >1 y F o o n m r �yO 0, F q ' I T o � on o `" ti c ., 0 I m I o xl�a ma o� ` o.. ti A r o�O Nm I o o N � N -NW i ,$ I 1 _ - DRAINAGE EASEMENT pog gg - " n169 1 efiC Q 8 561 0 ° 92 33695 3417 692 1 1 / EASTLtNE OF THE NWI /4 OF THE SWI /4 OF SECT10N 36 ,ii= / ,)✓ I '� II I / 1 1 r J. I I I In 1 / 1 ) roLr; co�?JrioO;A &. L I ue,' o1DDC�1flUKO 9 i l 1 I r L -, • F POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION s L- 1 i SYSTEM SPECIFICATIONS Ow ner . t Permit # n % Septic Tank Capacity /.2.5"o gal 0 NA Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer Z o , b V El NA ' Number of Bedrooms it O NA Effluent Filter Model lOD ❑ NA Number of Public Facility Units Q NA Pump Tank Capacity 8 O t' ❑ NA jal Estimated flow (average) 0 0 �alld Pump Tank Manufacturer 2 ❑ NA ` Design flow (peak), (Estimated x 1.5) o Pump Manufacturer ❑ NA gat /day G o kk..\ of Soil Application Rate gal /day /ftz Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average". Pretreatrnent Unit T ❑ NA Fats, Oil & Grease (FOG) 530 mg /L Q Sand /Gravel Filter 0 Peat Filter Biochemical Oxygen Demand 1800 5220 mg /L ❑ NA ©Mechanical Aeration ❑Wetland Total Suspended Solids (TSS) 5150 mg /L 0 Disinfection 0 Other: Pretreated Effluent Quality Monthly average Dispersal Cells) ❑ NA Biochemical Oxygen Demand (BOD,) 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) s30 mg /L ❑ NA 0 At - Grade 0 Mound Fecal Co)iform (geometric mean) st0 cfu /1OQm1 0 Drip - Line ❑ Other: Maximum Effluent Particle Size Y8 in dia. ~ 0 NA Other: — DNA Other O -'t _ CiNA 0 N *Values typical for domestic wastewater and septic tank effluent. Other: 0 NA MAINTENANCE SCHEDULE Service Event Service Frequency (aspect condition of tanktsi At least once every: ■ months) (Maximum 3 years) DNA years} Pump out contents of tank(s) When combined sludge and scum equals one - third (Y of tank volume ❑ NA Inspect dispersal colas) At least once every: ❑ month(s) ~ __ __ __ R year(s) (Maximum 3 years) ❑ NA __ Clean effluent filter At least once every: /" r _ 0 month(s) 0 NA years} _ _ 1 P......-. Inspect pump, pump controls & alarm At least once every: ,, ❑ month(s) � _ DNA ❑ yeerdsi Flush laterals and pressure test At least once every; O months) ❑ NA ❑ year(s) _ Other: `^ 0 monthis) At least once every : -- ❑ yearls► ❑ NA ~ other: - '-- - ---- -- ❑ NA 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 cells) 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 (Y 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 chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of s12 months, 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 arty service event. 1 Page oi, START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tanks} for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal coins). if high concentrations are detected have the contents of the tankls) 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 cellis) in one large dose, overloading the cells) 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 POWT$ 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 tho 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; meet scraps; medications; oil; painting products7 pesticides; sanitary napkins; tampons; an 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 wrth 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: 0 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, let 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. 0 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POVv'TS technology a holding tank may be Installed as a last resort to replace the failed POWTS. IJ1AD The site a s not en evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluations be performed to locate a suitable replacement area. If no replacement area is available a holding tank may b • toile s a last resort to replace the failed POWTS. O Mound and at 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 that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES 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 INSTALLER POWTS M INTAINER Name __W r1` iA� S C.. U.. J �,'it Name Phone 7 / 3 8 ( --.3 / ,p...1 Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY __ Name NameSi, ac.:, < G Plan d Phone Phone 7 / 5 3g - 'tt Sb Th s document was disttag in compliance with chapter Comm $3.22(2 &(f) and 83.54(11, (2) & (3), Wisconsin Administrative Code, Page -__ -- of 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 may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are-,detected have the contents of the tanksi 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 cellist; 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 purnp controls to restore r tore no mal 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; rnedicatians; oil; painting products: pesticides; sanitary napkins; tampons; end 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 replacement system: o A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area Should he protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and ro osed structure, p P e, It lines and welts. Failure to protect the replacement area a 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. q 1tVV p The site as not en evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation be performed to locate a suitable replacement area. If no replacement area is available a holding tank may b ' talle s a last resort to replace the failed POWTS. 0 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 that time. < < WARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES 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 INSTALLER POWTS M INTAiNER Name i t \\ IA`te.. S G'l %v \\4RJQ-. _ Name ..........i Phone I 7 / c ._ 3 8 (P .....3/ / Phone , SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name acil Gov,..I-ems p3 C4 s x� d-Z n ) Phone Phone 7/5. 317,,-" This document was drafted in compliance with chapter Comm 83.22 21(b)(1)(d) &(f) and 83.54(1 ), (2) & (3), Wisconsin Administrat:ve'Code �� tilt. 2000 10:40 tlaliit.av .ao . _ . ST CROIX COUNTY SEPTIC. TANK MAINTENANCE AGREEMENT AND �r OWNERSHIP CERTIFICATION FORM Owner/Buyer (€ AJ C • B A S ' Mailing Address 9i// LA efea e0A0 - t1UDSA - I.UISCGWS,''J Property Address 69O in 'r fwJ7 ( f (verification required from Planning Department for new construction) City/State /vO5itJ /W / 54 x 514) Parcel Identification Number QZ0 " /4/S'V CO - /OS LEGAL DESCRIPTION Property Location NW 'A, Sur '1., Sec. 36, ,, T Z9 N -R /9 W, Town of yt/ Subdivision G'or'7ort)wxoo 8106€ 5 AOO'ViAo . Lot q /05 . Certified Survey Map 1f , Volume , Page # Warranty Deed q , Volume , Page p Spec house ycs 0 no Lot lines identifiable 154 yes ❑ no SYSTEM MAINTENANCE improper disc and rnaintenanceof your septic system could result in ads 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 stibnite to St. Croix Zoning Dcpantnent a certification form. signed by the owner and by a master plumber. journeyman plumber. tcsaictcd plumber or a licensed pumperverifying that (I) the on -site wastewater disposal sysdc is in proper operating condition and/or (2) after rnspcction and pumping (if necessary). the septic tank is less than 1/3 full of sludge. I/we, the unde ed have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth re , u sc the Department of Commerce and the Department of Natural Resources, State of Wisconsin Ceniftcatton seat •that u ' tc syc rn has been maint;uncd must be completed and rctumcd to the St. Croix County Zoning Office within 30 days of t • ar c 'rat n date. d9 /Zo/ ZOOr IGNA • F APPLICANT DATE TIFIC • ION I ( tJIM tnenis on this form arc trite to the best of my (our) knowledge 1 (we) am (arc) the owner(s) of e piopcn scribed ab' .y vitt of a warranty deed recorded in Register of Deeds Office. ,AM■ 09 / 20/ 51 ' ATURE OF r P : !CANT DATE Any information that is mu- represented may result to the sanitary permit being revoked by the Zoning Department. •' Inctudc with this application: a stamped warranty deed (torn the Register of Deeds office a top of the certified survey map if refetettce is nude to the warranty deed 2'd 266L913CST uosuyoD uoseC dTT :TO CO ea X00 SEPTIC TANK & PUMP CHAMBER CRSS$ SECTION AND S ICIFICATIONS 4" CI VENT PIPE 12" `SIN. ABOVE GRADE & WEATHERPROOF >_ 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W/ PADLOCK S FINISHED GRADE - WARNING LABEL 4 . 1 RISER . 4 4 " MIN. N „—. 18" IN. 6" MAX. 4 1 ,CI 1 d * •t L t b WATER TIGHT SEALS GAS- 1 1 ' ma."""' 7 TIGHT 1 \ \APPROVED A SEAL JOINTS WITH ,PPROVED --t--- + ' } APPROVED PIPE 'IPE 3' B ' .ON 3' ONTO )NTO SOLID 1 SOLID SOIL ;OIL PUMP OFF ELEV. FT. ---w --- I OFF a� RISER EXIT D PERMITTED ONLY Li-- i IF TANK L_ MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE I r TANK MANUFACTURER: ti e . gR . NUMBER DOSES PER DAY: 'T' TANK SIZES: SEPTIC JA,5 GAL. DOSE VOLUME INCLUDING ' DOSE G AL GAL. FLCWBACK: /5? ALARM MANUFACTURER: LA CAPACITIES: A = Z'd., INCHES = 4(4);L GAL. MODEL NUMBER: SWITCH TYPE: s , C - _ B = 2 INCHES = a. GAL. PUMP MANUFACTURER : _ v.S.k.S c = S INCHES = J k % GAL . MODEL NUMBER : F, p4 SWITCH TYPE: rne.,31,� D = ( INCHES = _ GAL. REQUIRED DISCHARGE RATE Lko GPM PUMP & ALARM WIRING AS PER ILHR 16.23 WA'O VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . . _ _ FEET - MINIMUM NETWORK SUPPLY PRESSURE . — 2.5 FEET + (,„ D FEET FORCEMAIN X a.b FT /100 FT. FR'C TION FACTOR . . 1•52. FEET TOTAL DYNAMIC HEAD = ) 3 .52 FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH -- ; WIDTH -- ; DIAMETER LIQUID 511 11 1/4_3g Z.1 CrA . ee2 1 n SIGNED: --__ LICENS , NUMBER: ,a 7 9 9 6 DATE: _ , 1/88 , . [ GULDS PUMPS Submersible Effluent Pump i 0 MODEL. '� ii ,._ itspip,„‘.. a 3871 EPOS EPO4 APPLICATIONS • Fully submerged in high • EPOS impeller: Thermoplas- Ill Hearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance. construction. following uses: heat transfer. 11 • Effluent systems Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING superior strength and corrosion • Farms manual operation. Auto- 4• Canadian standards aswdation resistance. • Heavy duty sump matic models include • Water transfer Mechanical Float Switch t Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C ".) factory. strength, and durability. SPECIFICATIONS f Motor Cover: Thermoplastic Goulds Pumps is ISO 9001 Registered. FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. ' /au maximum. • EPO4 Impeller: Thermoplas- • Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1 l/z• NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA - elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. METERS FEET • Fasteners: 300 series stainless steel _ 30 ' __ A-5 GPnn 1_ - . • Capable of running dry without damage to a _ 2 5 rr components. 25; ! .._ Motor: z • EPO4 Single phase: 0.4 HP, se - 20 115 or 230 V, 60 Hz, 1550 5 _ RPM, built in overload with �___ _.__.__ ..___ f _ _ _ automatic reset. a 4 i EPOS • EPO5 Single phase: 0.5 HP, a 115 V, 60 Hz, 1550 RPM, +- 3 10' <_ _ ....... _..... —. built in overload with EPO4 automatic reset. 2 • Power cord: 10 foot 5 _ standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 0 ° o io 20 30 40 50 GPM foot length, 16/3 SJTW with three prong grounding plug ' ' , _ ._i__ (standard on EPOS). ° z 4 s 8 10 12 m Jh CAPACITY Goulds Pumps c 2000 Goulds Pumps `C _ V ('///y���) ITT Industries Effective February, 2000 `�V 83871 emwormar i .17fir . 11(4 "V r oomillMoo.rwolown, - 57ANOARD CHAMBER ....._., 1 Cruickit Standard Chamber , _ _ . - 413" ----• , I (EFFECTIVIi LENGTH) .---..1 i 1 , (-1 r ,, -e, 1 , f• , _1) , n _F, f- ., 1 ., era.--_, ..., , . q2:3, -, , - ... .... 1 -, 0 , 1 \ 1 _ _., , , - i...,. 1 ‘ 1 •„....--, \ \ / -'‘...*''' '' ! ''''' ; 1 1 1 I I 111111itili ill , 1111 ii i p / „ , 1 I 11 I I 1 l 1 $ I rAP. SECTION VIEW SE VIEW 1 MultiPort End Cap ... ._._ , . Ilier•••••.0,4...,-,..- 1 - - -difir.--ki rralev•fr - i • .,- . t4.$ ,, . - , 4.,—......„.,...,,..„ . ,_.....,..4, . L / ,1,__ 1 1 , . 1 16 ),-- -----% ( 1 . / - -, 1 . ,, , \ ■ , I ,'" . ,_ '', , . - :.....'ii..- -- - - A , , ,I. . ,,,, tit/A , s ,'.'.7 k ,, 4 --, „i i , . . 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O 00 144,1101ilh,•101 11W 0 *I ar& 1 •SOIS• ,„, ,, ,,,,,,,,,,, nvvis ,...• ,,,dge,t $ftviori, •,•11 . r 4, no' 11 41801'. 14r M1.1 W AUE11010 AWNOSIP VM00 Ss invironmentot 0606 Ittstinvew Satutkair ,,,, „ 0 -8. r *am*, avrirrope 8.(411. 0 ote Mb*. t. ‘1101 , ncteiva N tts '.....051 ftt One ANOd tuNly kirmr.s :.: : : ::,, ,7”; ,-,.-...,:a:Ity ..,,.alig,0,N;t117tzger to levirint 4 ,, , , R ,.,. , ,c, , ,...: 1 ,,,,, :n .....,,,, ;.,,,, ,,,- 4 , :r .., :t 41 4: 411,...1.4.4 , t.tz , ..,11::".=::, 6 BLISaleas Park Road • 1 Box 76F3 ■ ;,1,''': ,.:`. ! ., 0 ':',7',,.:,":"4,-;7,,;,', os .:4 114 441 W mi'" 14004 MA IN "ASPS WWW Ws U OA 0 ' .: ,o,. . ,, r ,;,••■ , Oa. •,,, TnyoOlt MN , ,,y 04,1C), JIII 4, fyy,) In gssko mow ..40%.torrAY konesICEIMO o■ knot**, rovrocr: , , ,' ^ n ' ,, odium lit,i argotl leap erg -1, , w ,..N0 i •-■0 hirilm 18,116 tr■ 0083,0 de' i01 ON NM MN Set tort• '■•• km. i 'mit' 04 Saytely.)1 C 06 • 5 m0_677-7000 • AX 860.5/ [(Xi opc • 8 • •or,,,,,,,k,t,„,,,, ',He .■ `1 1.■•• ] Ovt, 0 A te”.■ ..■ Ve rip,„pombhi Or a q "MK 11.7t Ligrn‘glill I ;IN' ' , M , I frill, Or INNy trika *Sty moul I' .. 6, 4100. 8002214430 1 „ 4 „ r .11 4fly ,,,,co, itm or Humor 4 011 csr'S. Fs WA ' 0 0 11 1 . 0 10 0I.1 11.10 airAro rAilt l' ' r It V' SOO WV' • + ■ AUI'l 0(1 .10 Cala and Pap woo; ac. or4800 m WorNi MO iroliiratOr* , r , A4aution r411,441,0 - Jr . rnea ,,Lpitm WA,N•r, NA O•stiir4r stow to ern pion', ON. "0 1•••0 v•••9 1 .•• NO ■•••,v• d•ottAt 80 , 1 , ' i'..1., r,,01 nv 0.000 la ,,,,,,,,je , 1 .1, ,. ,, n, WWI myeOnly mcl•on• • , .0,...6 ,,t, • Ws 1 •.• • A11011 ' 1 `M•114°***".1'1'1',411.1 "ild.5'4' A ""'"4' ' . ' or e r r '''i torr, 6N.'1 4 .,w r j (1'..,,1,6,16:4V:auerl. 040424 LIN Obt.v. N 1 ,,,. ,.... ft,,,, r , :,, • .ose, ,4 un,is '' •W‘v140 bila.0 1 *Quid Orol ' 1,00, 6. • ..., „,.! J ,, vo .... , \ 0: ". "W 41131•0:AV,. *AMOS WAS tOMOrecl WO :. .46 ....-....3 ftimallelliipre ....111111•910.... 1....10.•••••■•••••■.1011.11,04,......................./.00/*•...■•••■ . ( 0 It se* :,::, 1)V4 *OA 01WW 1.41l0ril ' tri;,,; v:4013ntok lo 'itims, t, ■11.,,,oce avow ws: _ . atovcas 11.14 A tr:c.. 0,1 45 0 1 %1 4 , ... , ,....,.. - ....,0,„. Dief,,,,av , ' • - - . „ ,,,,,,,,,, n 60.060 ,...-Aptjx.r, 4,.,(' "NOS Sf/vvei (jOY011YAW,sr, M. t,•1,r io.,•019. ‘01*#Ttlit 1.'l. Mk, Sobarrkviit AV 01101..`/VS. kvAPC.A‘JUS• v`, • • .. ,,, .: / • w0 ..1AsInr S8.tor4 la; Arted in U SA. A • '786109 ‘3 U 2739 P 31 6 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO.. WI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 01/28/2005 03:15PN THIS DEED, made between Neil L. Wilcoxson and Mary Jo MARRX DE ED Wilcoxson, husband and wife, Grantor, and Kernon J. Bast and Donalda J. Speer -Bast, husband and wife, Grantee. REC FEE: 13. Grantor, for a valuable consideration, conveys and warrants to Grantee C RAMS FEE: 4212. COPY FEE: the following described real estate in St. Croix County, State of Wisconsin: CC FEE: PAGES: 2 SEE ATTACHED EXHIBIT A • Recording Area Name and Return Address: Edina Realty Title, Inc. 400 S. 2 d St. — Suite 115 Exceptions to warranties: Hudson, WI 54016 Easements, restrictions and rights -of -way of record, if any. 456780 1— I•— 1 -1 1 020 - 1110 -30- 000... 020 - 109 - - 050 Parcel Identification Number (PIN) This is not homestead property. Dated this 28 I st y of January, 2005. Al .4 1 ILi1 / Alki /rf s l l "l L. Wi cox Fs * Mary Jo i oxson • cicdpi AUTHENTICA pub11C ACKNOWLEDGMENT Signature(s) �p 2' , 1�. ; SC� STATE OF WISCONSIN ) . yk ; �° ' ` ST. CROIX COUNTY. ) ss. authenticated this 28th day of January, 2005 Personally came before me this January 28, 2005 the above named Neil L. Wilcoxson and Mary Jo Wilcoxson, * husband and wife to me known to be the person(s) who TITLE: MEMBER STATE BAR OF WISCONSIN execut a fore oing instrument and acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY *Chen rown Notary Public, State of Wisconsin Peterson, Fram & Bergman — Steven H. Bruns My commission is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101 3(11(2007 ) (Signatures may be authenticated or aclmowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 U 2739P 317 EXHIBIT A Parcel 1: A parcel of land located in part of the SW '% of the NW '/ and part of the NW ' of the SW '/ of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; more particularly described as follows: Beginning at the W ' corner of said section 36; thence N00° 16' 10 "E, along the west line of the NW .1/4 of said section, 1248.49 feet to the north line of Lot 1 of Certified Survey Map recorded in Volume 3, page 669 at the St. Croix County Register of Deeds Office; thence N63 °02'59 "E 148.42 feet to the north line of said SW ' of the NW '/; thence N89 °26'58 "E, along said north line, 1182.70 feet to the east line of said SW ''/ of the NW '/; thence S00 °21'37 "W, along said east line, 350.04 feet to the north line of Lot 73 of the Plat of Cottonwood Ridge First Addition recorded at said office; thence S89 °26'58 "W, along said north line, 10.00 feet to the west line of said plat; thence S00 °27'24 "W, along said west line, 2096.76 feet to the centerline of County Trunk Highway "N" and a point on a 1999.00 foot radius curve, concave southerly, whose central angle measures 7 °10'30 ", whose chord bears N84 °30'41 "W and measures 250.16 feet; thence westerly, along the arc of said curve and said centerline, 250.33 feet to the point of tangency; thence N88 °05'56 "W, along said centerline, 83.64 feet to the point of curvature of a 2700.00 foot radius curve, concave northerly; whose central angel measures 3°17'53 ", whose chord bears N86 °26'59.5 "W and measures 155.40 feet; thence westerly, along the arc of said curve and said centerline, 155.42 feet; thence N04 °29'56 "E 244.01 feet to the point of curvature of a 167.00 foot radius, concave westerly, whose central angle measures 34°24'12", whose chord bears N12 °42' 10 "W and measures 98.78 feet; thence northerly, along the arc of said curve, 100.28 feet to the point of tangency; thence N29 °54' 16 "W 274.22 feet to the easterly extension of the north line of Lot 1 of Certified Survey Map recorded in Volume 12, page 3456 at said office; thence N89 °' 12'45 "W, along said easterly extension, along said north line, and along the westerly extension of said north line, 670.44 feet to the west line of the SW '/ of said section; thence N00 °37'$0 "E, along said west line, 496.89 feet to the point of beginning. AND Parcel 2: A parcel of land located in part of the SW '/. of the SE ' of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; described as follows: Beginning at the South '4 Corner of said Section 36; thence N00 °27'05 "E, along the north - south ' / line of said section, 1216.78 feet to the centerline of County Trunk Highway "N"; thence S76 °47'47 "E, along said centerline, 1354.82 feet to the east line of said SW ''/ of the SE '/; thence S00 °07"02 "W, along said east line, 897.02 feet to the south line of the SE '/<; thence S89 °33'25 "W, along said south line, 1326.80 feet to the point of beginning. a 11 H H 1 Q m L i li mull 11 7-77-77,731 i - IC °� I' .S � 4 I� 1 lll� 1 I ,1111 i �� i ■ ∎ i ll 111 I�11 1111 .III � . ', I 1�' I (t( B. n � ''� l''' I � � I ! 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