Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
020-1478-21-000
County: Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: and Building Division INSPECTION REPORT Sanitary Permit No: St. Croix 538882 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)]. City Village X Township Parcel Tax No: Permit Holder's Name: 020-1478-21-000 Oeverin Homes LLC, aka Oeverin Pro ertie Hudson, Town of Description: Section/Town/Range/Map No: lvPBBMM ro CST BM Elev: Insp. BM Fe: + 13.29.19.3020 /cap Zrn 1 N Jo:t tcb~- TANK INFORMATION ELEVATION DATA N BS HI FS ELEV. TYPE MANUFACTURER CAPACITY FBM ~r.7 9~ „ d Septic Z x' Jr~ Z'S 5 w Jv • g ' $•5 S~• $ ~ ~ GDJtAr Dosin Lo o-J Aar#iep Bldg. Sewer ~Z•g gC~• 5 Holding 7-1 St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to + it Inttaak'e ROAD Dt Inlet Septic ~ Z,5 / t* 2-q 4 Dt Bottom 17.4 36. C~ %7 ~ ~ !J• • 5 Dosing 2v%5 / ~-A ~ ) _ Header/Man. 1~' Dist. Pipe S' 91' Z. Aeration 4 s• S 9 4. Bot. System • 2- Holding Final Grade PUMP/SIPHON INFORMATION C Manufacturer Demand St Coves J-5 Q , CPI 1 tG GPM O 6 p d 'T' ~Q G. p ! Z Model Number 00, 1 • s TDH Lift Friction Loss System Hea T , Ft 4.5 d W r Forcemain Len th ! r Dia. z Dist. to well„ S+ O 19 Z SOIL ABSORPTION SYSTEM BED/TRENCH Width Length / No. Of Trenches PIT DIMENSIONS NLiqui Depth DIMENSIONS 3 75 3 ~e~~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM Manufacturer:INFORMATION Type Of Syste Mo el Num r Co.► ~°r 'JA- N~ 14*C 4-46) 7 sv 1 t~ Q DISTRIBUTION SYSTEM Hole Spacing vent to Al Int A , Header/Manifold Distribution 111 x Hole Size x 54- q Pipe(s) ~ Length Dia r Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over xx Seeded/Sodded Depth Over =Depth ulc ed Bed/Trench Center 3• Bd/Trench Edges Yes No Inspection #2: COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Location: 865 Hillside Trail Hudson, Wl ,54016 (NE 1/4 SE 1/4 13 T29N R1 9W) Alexander Meadows 1st Addition Lot 34O Parcel No: 13.29.19.3020 1.) Alt BM Description = ""~u' 2.) Bldg sewer length = - amount of cover = rd- Q A. ~i Plan revision Required? ❑ Yes Jul"" ! Z, 'Z E Insepctor Signatu Cert. No. Use other side for additional information. Date SBD-6710 (R.3/97) Soil Test and System PLOT PLAN ROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A N w ichmond Wi 54017 NE 1/4 SE 1/4S 13 /T 29 N/R 19 W TOWN Hudson C TY ST.CROIX SYSTEM ELEVATION 100.9/100.0/99.1 5' below qrade Shaun Bird 6900 BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 930 # of chambers 45 BENCHMARK V.R.P. Top of survey stake ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE 0 WELL *H.R.P. Same as Benchmark Hillside Trail Pro 3 Bedroom House Huffcutt Combo tank 20' 250' 75' Increasing slopes as ou go north B-1 B.M.* 15' B-2 60' 12% Slope 40' 44 40' WA0,J_ Area of poor soils Vents B-3 40 3-3' X 62' Cells with Property Line >3'spacing COPY C°unty l r~ by C.O.) dam Qd Buildings p 0.13ox 7162 safety an V 201 W. Washin6tWX 5377-7162 ber ~rcg.W1.90 Madis°n, Stau;'crarrsaction um N ~ ~reSS) mailing' different' h ~ rrtr, G~ onsin Per ov, IS we, wolectA dre t T (s 1 1 isle pucatioll a r°p" G ` Jf ml AF Of t11i3 fay forms for /r scads" sa Adm Code, yubinission lrcatr°u nltary s3.z1<z)• w`5'y P ermit. Note. on you provide may witb S. t O" o mir►in8 a sanitersonal inf°rmat panel# ~o - (I In cordon Prior to e'rce. slats- - uired of Comru s 15.04(1 m), " unit is to the Deparuu the privac Law riot kit Inf or>nation PI .s I , j properly l.°wtr°° C submi~ in acwrd gf e P NGCRCltl u n Information -pleas N/NG O - Govt-Lot lion 1'tcat►0 - yA' Se CF / y ci ~e °ne I. A Offer s,)daene r s -17 1'roPetty E (I does Pho Z~ GJ lz i~u'g L property owned's - 0 2 7:1P Code Subdivision Name ,state `iC~1 ~ ~ ` that apply) ~ City / V (check all Block # Mae of in E wildg Tlumlier of BedrpO"'s ©V ' m me or 2 F yurnly DvoelCmg ~ wn of CsM ►Jntnber rite Use cial - pest Xis ing System (explain public/Comri► ble) Oyer rgodification to L .B if applica Owned -Describe Use one bo7C Complete line ent only 1 bey s nd Date _ r ! - ❑ State Tank Replacem ,ermit Num online p'• ?j ~ ~ _ l TreaUneu'~o1d'tnb' EistPrevjOUS ` n1y 0 ew p it: (Cheek 0 .Type of Yerm Replacement System pern►►tTrausres t°N J J o~_~-~ M New system 0 ©Ch~~'e of Plurnbef ()"Cs , iwble owrd inr tg",Vision 1 - esm1 ) ~7 it Renewal Check all that $ ~ nd ? 24 * n. of suitabl y (e P C / B. [J perm iralion vice: pretr roP°srcl(s rade y III S ste tLed In-Ground - I, Before ExP Coin nentroe XdIk)II pWTS sur sal Area of P Ares ent (explain) Dispm p Pressur►2ed 'O Dispersal ComP°u ¢eQuired (sf) Iuformation: Dispel M kufa u er w JJ~~ Tank Rats( 0--d Floldinb Al ea ►ication # of a cg reatm Sig Soil APp Total Units V ,)is ersa'UT Flow (SPd) Gallons J Design Capacity in ~j0 Gallons Tat►~ lank Info Existing the attached plans. NeW Tanks showq on Business ph°ne uIT1 cs p umber ~i~ of the Y W MPINIPRSI`1 insta►►ation scow or 1;°1din8 Tack nsibiltt7 for ZI dersigned' aasume DosiusC~ gtatequent_ 1 tbeun plumber s ,J t/ i onsibdity VII. Res Nnnte (print) re Pluruber A ~ ~ ,~G Smote, Grp C suing men t ~j~(/✓~"'_-- ess lsu~t' City, a y'~" Date ]sued cQ plum~r ~se Onl petmitF µ _ r ~y(,~'. ~ artn►ent ~ t•th~j ~"~""/_v,,,`~/~ VI Coun pisapPr°ved Denial I v ` LtX UV Wesson for ApProv~ a OwneS Givens 'ptss rnval pTOVS essous for , Nis chi to 1~e ps • condtaons ~ of set w" t~zx11' I~''_ ~ e ~ t/'~""' t ~ auha°~t to the C~ntY o ty `1 IY w _ ar t~ Sys m {r ~ lele P~g13 ► Att„ch to cum4 Soil Test and System PLOT PLAN .PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A N w ichmond Wi 54017 NE 1/4 SE 1/4S 13 /T 29 N/R 19 W TOWN Hudson C TY ST. CROIX SYSTEM ELEVATION 100.9/100.0/99.1 5' below qrade Shaun Bird #226900 ' r ~ BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 930 # of chambers 45 BENCHMARK V.R.P. Top of survey stake ASSUME ELEVATION 100' Filter BEST GF10-8 ❑BOREHOLE O WELL *H.R.P. Same as Benchmark Hillside Trail Pro 3 Bedroom House Huffcutt Combo tank 20' 250' Increasing slopes as 75 ou go north B.M.* 15' B-2 60' 12% Slope B-1 40' Area of poor soils 40' Vents B-3 40' 3-3' X 62' Cells with Property Line >3'spacing Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 10.lft^2 To be >1' above grade pair of end plates - / Finish grade elevation T icalInstallation 105.0 ,jent Vy Grade Vent 4" 4' I~30/34 Septic Tank 5' 4' Long 1 Grade at System Elevation 34" Grade at System Elevation 34" Spacing 5' 3-3' X 62' Cells Observation tubeNent Same on other end To be located on end of Cells %A B System elevations: C A_100.9 B100.0 15 chambers per cell C___99.1 Septic-I}ose Tank Cross Section And Pump Performance Specifications pump Manufacturer Tank Manufacturer ~c - pip Model Number - Tank Model Number G 0 Alarm Manufacturer Uc'G S , Total Tank Capacity 3 Alarm Model Number ✓ Max. Bury Depth Switch Type E. Total Dynamic Head (TDH) - Feet Filt re Manufx~cturer ~ ~ Filter Model Number O Elevation Head - - Distal Pressure Network Loss Minimi,tm Pump Performance Required Force Main Loss - 15 _ v p GPM' @ Q U Ft TDH Total 1.37 Outlet Manhole Min. 4" Above Grade With Manhole [in. 4" Above Grade Locking Device. inlet Manhole Securely Mounted With Locking Device < ti" Below Grade Sealed Watertiplit Weather-proof i Junction Box Finished Grade - t f Vent Min. 12" Disconnect Above Grade Means With Vent Cap Qutlet Filter - inlet Baffle Inlet •~r-'"`~ A y4" ";witch Settings and Reserve Capacity Weep 15 B _Tank Volume GPI Hole Dimension; Inches Volume Gal. (reserve) A; ,2 Y ~ 36 Off Elevation C (alarm) B 2 30 (dose) C Ft 40 Bottom , S (dead) D D Elevation 7 Ft g Total rr, with GENERAL INSTALLATION- The septic/dose tank is bedded and back ill die manufacturer may not manufacturer's product approval specifications. Maximum depth of bury as specified y be exceeded without prior approval. Manhole covers exposed to grade have an effective locking device (padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Electrical service complies with NEC 300 and Comm 16.28. 02/05 U' Page of Sent By: HP LaserJet 3100, 1 715 b5G WieI , mb1y-~-vo ~.vurenx 4a~ .;EH SERIES SUMP/EFFLUENT PUMP 11.65 8.95 - 0 0 spealandons am ~ 441 ,~.~W sow UL t~tR. 95R 9r ms OLk) NRAV= 9 w IF a 1k3 #u OW Nstx43 ft K SER-0 509860 OUX 4me 115 314 130 1000 70 V 55 41 32 18.8 20 24 411 x11b4;B94 9@I t m W= VS 2a) 8A 6S 1000 70 64 55 41 32 its 20' 24 111 x 11.64%L94 SW4%m 506850 tum 440 115 314 13.0 1000 70 64 S 41 22 136 29 27 9.11 x 11.64:6.94 4-0 280 IWO 70 R 55 t1 82 - 18.8 2C 27 WI 01.64x4.94 CaAhaaui OUbANad-'fie 8~dliJOdwmrpua~ps7Rt4ledconli~WOlKdigfl4f be9~1b4Ym ranwlNOn 1tr01b6hedr~nO:te~ FLOW- LITERS/HMR C4M nmtlOn { gacdsd Cast Iron 0 1000 zoaa 3000 Motor HID!±N ' _ ller Material Poly Carbonatt Im ller Tvse Closed Vane to 30 Volute _ -ABS H Power 4: ord SITW A . d'za M4xhanicai Shad Seal Nitrile with carbon and ceramic faces s g Fastaiers _ Stainless Steel Shah ^ Stainlesx Steil z.s Bearings Upper Sleeve and Lower Bail Bearings 0 20 40 60 9o FLOV- GALLONS/yTN13TE PUMP PERFORMANCE CURVE Lime cunt Pump Co. 11SV 60HZ POBox 120#-4llclab4s64f,OK?3157 ft= .4e9347.25ti -Fox. 4OL22LLM &ts WWW.Uttlealantru llp.com a Fmn 9%236 - 071W Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ( of3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. L12, 0- Please print all information. Revi ed b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / 1 10 l I Property Owner J Property Location e X r 1 ~'t Govt. Lot 1 /4 1 /4 S l,3 T L N R E (or Property Owner's Mailing Address Lot # Block # SutV. me or CS 3 '3 c~~ r ,tidh tie S~ tt• 3q i Q l city State Zip Code Phone Number ❑ City ❑ Village own Nearest Road New Lc I S 0 New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate GPD Replacement ❑ Public or merclal - Describe: Parent material LPL /is ~~-f~~ Flood Plain elevation if applicable 19~% ft. General comments ni si and recorrunendations: Jr %~E'lv-w5~ r~ q System Type System Elevation & - v /l # Boring 1 RPit Ground surface elev. ft. Depth to limiting factor &o in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 D 3/Z- /.sr, I k~ •s- os- C `v Al rj Ino l9 = o. -S' &0 ° app • aBoring # E] Boring V, Pit Ground surface elev/0ft. Depth to limiting factor Z4 N*Eff#1 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D/fF in: Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#2 ;2nox- /7? /Z fo S v /V AI) Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 ' Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L CST Dante {Please Print) CST Number Bird Plumbing, Inc. Shaun Bird S' 226900 Address Date valuation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540 ~f 715-246-4516 Property Owner _ Parcel ID # Page of Boring # Boring Pit Ground surface elev/O`' ft. Depth to limiting factor in. E S ao Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E M2 e® ti a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil lication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 1220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 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. SB68330 (8.6100) ST. CROIX COUNTY S C TANK MA DMIAMB At~RF~1+l~3NT AND OWNERSHIP CERTIFICATION FORM Owner'suyer 0f' y Z" r t~ i G. C Mai kg.Addrw r/11 PropatyKidd-vss f) (VUMCMM ragged ft m Plamsir►g do Zomng DepgeMuM flsr MW 000*00d n.) CitylStaOe wVl Paw d Idaastifioetior: Number {CRIPTION J&Qj, Proper-ty Luc, etion,/~ V. 74 , Sec T ~=f--N W, Town Cf Subdivi # Card W Su rvey Map # --~--L- J , Volume , Page # Warranty Deed # , Volume 3 Page # ` Spec lwo" Lot laws ideaMOle yes y 7mM 'A2=&A1rICE AnH CERTZCA= bVw per use and momoaecs of yomr septic system could resale in its I r, Mm to handle wafts- PWper ,a none ce Oda ofpmmpieg out &a, amptic tank every thaw years ar soomsa; ifsreedad, by a licensed pcumper. wldct yen Pat iatc 6c syftm can affeat the of fio saptuc tank as a stage in fe waste dhposai systems. OwM ss110lemmace roeporwhiHam art speoi$ed in $Cbm m. 83.52{1) and in Chapter 12 - St Owix County Saa3tery OadhOMM Tl a p raperty owner egress to MAwnt to St Oak COUMLY Planing 6t 2natgg Dq~estmant a tion fam signed by the ownw. and by , L master pkm*w. :;fin ph=ber, resuicod plumber or a licamsmd 13 me* r varl6ft dw (1) the on-site wastwwater dh posal systemo<is in propeor oparsting candidon and/or (2) after 3mrpeclion and pueaping (if msowwwy). dw septic tank is Ie~as tt►en 1/3 i911. oi` slw$ge: 1twe. the osd vave feed the above requhazaeoa and qpw to sna hatedn" the priests -0.1" a disposal ■yseeen with the stin&etds set f wdi. ]twain. as set by the Deparfteat of C nwnaroe and Ste Dep ftnemt ofNaoual P" mook Sate of Wisconsin. C.w ii s Wing that yaw septic system has be= maaasmed mast be c on4isted and r Wn ed to the St craft County Planning dt Zom g Dep w meat wfthin 30 days of die donee year eawks aw deer. I/we certify that all aatamamo an, dais 8omna at uue to the but of my/am k wledg& I/we awtow fire owner(s) of *e pwpesty dam ibed above, by virtue of a wm=M deed rec coded is Register of Deeds Cdr Number of bedrnome " ;o5 Aq, GNAT-DU OF . UCANT(S) DATE »»rAAy iadbm maian that is mdwspresent ed may resale in ft sanitary pan* befog maked by the Pim migg dt Z nft Deparbnwit 7ncfade with t his gWficatiors a recorded wwanty deal >i am the Register ofDeeds Of lm and a copy ofthe certified survey map if reft"Me is nsde is the waaanty awd. (Iwr• 0a" i i II IIIIIiIII~I~III~I~I1IfItI) Ift t 8040817 STATE BAR OF WISCONSIN FORM I - 2000 TX : 4029529 e WARRANTY DEED 944458 Document Number € BETH PABST THIS DEED, made between Federal Deposit Insurance Corporation as s Receiver of The RiverBank, Grantor, and Oevering Homes, LLC, a REGISTER OF DEEDS Wisconsin limited liability company, Grantee. ST. CROIX CO., WI e Grantor, for a valuable consideration, conveys to Grantee the following 10/31/2011 4:37 PM ` descnbed real estate in St. Croix County, State of Wisconsin (the EXEMPT#: NA i { pro.: REC FEE: 30.00 i Lot 34, Plat of Alexander Meadows First Addition in the Town of TRANS FEE: 60.00 Hudson, St. Croix County, Wisconsin. PAGES: 1 I Recording Area Tame and Return Address: St. Croix County Abstract & Title Co., Inc. 219 S. Knowles Ave New Richmond WI 54017 SST7602 j Together with all appurtenant rights, title and interests. 020-1478-21-000 parcel Identification Number (PIN) This is not homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements, covenants, and conditions of record. C ( Dated this -ay of October, 2011. Federal Deposit Insurance Corporation as Receiver ( t of The RiverBank i + + y: Andrea Skinner, Attorney-in-Fact ( a t AUTHENTICATION ACKNOWLEDGMENT. Signature(s) STATE OF WISCONSIN ) COUNTY POLK ) ss. authenticated this r Personally came before me this Pday of October, 20`1,~~~MEILA F~ the above named Federal Deposit Insurance Corporatiap~asQ + Receiver of The RiverBank to me known to be the pen(s) y ' TITLE: MEMBER STATE BAR OF WISCONSIN Who executed the foregoing instrument and acknowled$Ec~t1e'%ko 'q,9~ . ~ft+ Z F (If not same. Z authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY ' Q L 1 G . • 2 - Q ` No blic, State of Wisconsin Robert L. Lober My t yssioA t pe ent (If not state expiration date: ~ lSCONIs Loberg Law Office alm/ / . C- ) ~rr///111111111~~~ (Signatures maybe authenticated or acknowledged. Both am not necessary.) J 'Names ofpcrson3Y*HR* M"FAMty must be typed or printed bek& t ff-fthbt dw WISCONSLIN FORM No. 1.2000 }i. . 1 t t f t l II r E S f f 3 1 S P 1 3 i i a 1 1 of 1 l y k AF-XF r }~r mss i iwM iwr • p~ j l~ Q ~ N • 17Wq ~Y ~1 Is w-,W N t a . moon-no ail- $ - - 31 'r + r s ILL ~djv t N r Parcel 020-1478-21-000 11/09/2011 03:40 PM PAGE 1 OF 1 Alt. Parcel 13.29.19.3020 020 - TOWN OF HUDSON Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 07/25/2007 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - RIVERBANK RIVERBANK 304 CASCADE ST OSCEOLA WI 54020 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 865 HILLSIDE TRL SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 3.025 Plat: 11-022-ALEXANDER MEADOWS 1STADDN 020-07 SEC 13 T29N R19W PT NW SE ALEXANDER Block/Condo Bldg: LOT 34 MEADOWS 1 ST ADDITION LOT 34 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 13-29N-19W NW SE Notes: Parcel History: Date Doc # Vol/Page Type 10/20/2010 925079 DEED 07/25/2007 856211 AGREE 07/25/2007 856210 11/22 PLAT 03/02/2007 845719 TD more... 2011 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/17/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.025 56,100 0 56,100 NO Totals for 2011: General Property 3.025 56,100 0 56,100 Woodland 0.000 0 0 Totals for 2010: General Property 3.025 56,100 0 56,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ♦ - ~88'99ZS M.,81'.90.00S-- ♦ i 1 2 G, OC1 7 ~ ~ 1 r ya R, 71 1 CA I .9 9 i L ♦ ~''~R .088969 Ma8b,90a4 40 5 O 69'96* A i ~NO/S N_c4js I v r: r - ,956f 3L1.£~ZOS, I I jrj . Op) r r~ ,`200. W OS j 1.OS r ~,fl •Q~ '~~t,=,Q~ N i N~ N i lot% 19 9 4 , ~ 11 ,•t- N 3.~p i ~ D ~ o ~1~ WO g M ~ 1 j - ~ _C x , i ? /LI t 'lO\p•\ t4j, 'ABU mO~C, 1 Z ~y t 60Z 000\•\ _ p V 'tis ~ ~ '~:`}3 y \ I / V4 IF* TIP CA) IeN 8 1 ?ems iW SDO! 49 W 449.46 / / lko "V6 s 46 commeree.wl.gov Safety and Buildings Division County C 201 W. Washingto Ave., P.O. Box 7162 J taDeperhavent sea n s i n Madison, STitary Permit Number (to )e filled in by Co.) of Commerce ~E t 4 I- A Y f l c_. Ste Transaction Number ' Sanitary Permit Applieati n N 1/ r, 0 In accordance with s. Conan. 83.2 i (2), Wis. Adm. Code, submission of this form t the appro4 alb s ep~~rrt?tal 1 j t unit is required prior to obtaining a sanitary permit. Note: Application for for sttt On WTS _ are P jest Address (if different ban mailing address) submitted to the Department of Commerce. Personal information you proviO _ purposes in accordance with the Privac Law, s. 15.04(1 (m , Scats. F i %(.1L f , l 1. Application Information - Please Print All Information ,T Property Owner's Name Parcel # A~' Property Owner's Mailing Ad s Properly location Govt. Lot City, State Zip Code Phone Number Se.tion irc le t Ty_ N; R or W Type of Building (check a that apply) Lot # Subdivision Name 1 or 2 Family Dwelling - Number of Bedrooms 2 J t ,-T"t . - :-I!',~~:~ Block # ❑ Public/Commercial - Describe Use ❑ El city of,- State Owned - Describe Use CSM Number ❑ village of _ town of III. Type of Permit: (Check only one bore on line A. Complete line 8 if applicable) A. New System El Replacement System ❑ Treatment/Holding Tani: Replacement Only El Other Modification to Lxis+ing System (explain} B. El Permit Renewal El Permit Revision © Change of Plumber C Permit Transfer to New List Previous Permit Number t nJ Date Issued _ Before Expiration Owner IV. ;T ;Pe of POWTS 5 stem/Com onent/Device: Check all that a 1 ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade nd > 24 in. of'suitable soil ❑ Mpptrd < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) _a " rely nt vc i~` a plain) V. Dispersal/Treatment Area Information: 5,-4-z' Z Desi Flow (gpd) Desi Soil Appii~n Rate(ppdsf) Dispersal Area Require (sf) Dispersal Area Proposed (st) System Eles ation~ r VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks Existing Tanks y CJ ° fl a tg in v~ w C7 fs. Septic or Holding Tank Dosing chamber 6.1 U _ --10 VII. Responsibility Statement- L the undersigned, ass esponsibility for installation of the POWTS shown on the attached plans. Plum Name (Prim) Plum ignature MP/>MPRS Number Business Phone Number I/e Plumber's Address (Street, City, State, Zip Code 2-..,~ - VIII. oun !De artment Use al Permit Fee Date Issued Wing Agetlt Signature Approved ❑ Disapproved _ ❑ Owner Given Reason for Denial r' " ) • t / k ` " roval/Reasons for Disapproval 1 Septic tank, effluent filter and t t yYU ~ . _I} Att t-C dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained ,?,,t- c amp p as for the system as ubmit to the county only no paper not fees than S 112 x 11 inches SBD-6398 (R. 02/09) PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SE 1/4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 98.0' .9' sand lift 3 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark ~Hillside Trail Scale = 1/4" = 10' S 3 acre lot 367' Property Line Tank is to be properly beddedl and provided with loown coves.-wit-Kapproved warning Area 15' below labels 1( system is to B-3 remain undisturbed Pro 3 B-1 Bedroom house Well is to meet all setbacks found in C fnm. 83 12% Slope huffcutt combo tank ; B-2 B-4 93' * B-5 95' B.M. B-6 97.1' Grading is to be done to divert run-off away from system 99, 461' Property Line ~ 9EYt TR Safety and Buildings stir Tom 3824 N CREEKSIDE LA o$ 9 HOLMEN WI 54636 3 S Contact Through Relay www.commerce.wi.gov/sb/ _ P S `Gw www.wisconsin.gov ~O sS101 A4 s~ Scott Walker, Governor Dave Ross, Secretary November 08, 2011 CUST ID No. 226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/08/2013 SITE: Identification Numbers Oevering Homes LLC Transaction ID No. 2019199 Hillside Trail Site ID No. 773998 Town of Hudson Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. NE1/4, SE1/4, S13, T29N, R19W Lot: 34, Subdivision: Alexander Meadows FOR: Description: Three Bedroom Mound System / 12% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1345613 Maintenance required; 450 GPD Flow rate; 26 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/O1); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. PRIVA! E SU. Off The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.G No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.0 stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION OF SAFETY Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. SEE WkR - • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • A copy of the approved plans specifications and this letter shall be on-site during construction and oven to inspection by authorized representatives of the Department which may include local inspectors. SHAUN R BIRD Page 2 11/8/2011 Owner Responsibilities: The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon Fri, 7:15 am - 4:00 pm WiSMART code: 7633_ jerry.swiin@wisconsin.gov AloV 0 ,2 Cover Page U1401NGS Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 11 / 2/11 Owner:Oevering Homes LLC Location:NE1/4 SE1/4 S13 T29 N,R19 W Lot 34 Alexander Meadows Hudson System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) 6 - Page# 1. Cover Page 2. Mound Plot Plan Rs'~, oS,7. C- 3. Mound Cross Section 49~ - 4. Pipe Cross Section/Pipe Layout A 5. Pump Chamber Cross Section , 6. Pump Curve ~R° DINGS, 7-8. Maintance and Contigency plan ' k~jv 9-14. Soil test JcE 13. Filter Specifications a c ss section Shaun Bird Signature License numb V`1900 PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SE 1/4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 98.0' .9' sand lift 3 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ❑BOREHOLE O WELL *H.R.P. Same as Benchmark Hillside Trail Scale = 1/4" = 10' 3 acre lot 367' Property Line Tank is to be properly bedded and provided with lockdown covers with approved warning Area 15' below labels system is to B-3 remain ❑ undisturbed Pro 3 Bedroom B-1 house Well is to meet all setbacks found in Comm. 83 12% Slope huffcutt combo tank B-2 B-4 93' B.M.* B-5 95' B-6 97.1' Grading is to be done to divert run-off away from system 99, 461' Property Line Mound System Cross Section and Plan View - - - - - - - - - - - - - - - - - - ` Dimension Feet A i i J B t i D i i YL•L 'J}J J•r F•JL}.r r•J r J r ';f: :F• } r •J•r•J r r J •F• r L• A Vi? •L! •YS !L }}S{~{ S y Y r}r` }lw .}L{ r J{.{!$t;lL! f{sL!{l~ry {l !1! ti!{!{Flti}ti; E 1 ~ { S ~ .J.J~S~i}~ r •r.r.J~ Ly . } ~{!'!{J'JL. !tilflLrLF.i #{r{iw'r .i~}{'L7iv5#i ' J,.~} .f }.}T{'}lr~?• Y'}Y r S } r~3F r r r !r r r• '/[5L L ' } } } }fy} . }:r L ~F i'}~}}3{ ~r{ ,•'i?i~}{i7'S~i'~}}F~}}iTJ.r~L•3~yJ}#~JY 1'i W G i 11Z T` H t~ i i 1 S 3 1 T i t K i L K L B 1 Z L Sloe i - = Topsoil = ASTM C-33 Clean aggregate = 4 in. sch. 40 pvc L Cap Material sand fill /z to 2 /2 in. dia. 0 observation pipe Geotextile G H Fabric 77 }lL.L•L { F l;r}Lr / U Ft D .E Q Plowed Surface Ft Contour Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/4 inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10/07 lgj Page of Pressure Lateral Layout Two Laterals - End Manifold • r Threaded Cleanout Lateral Turn-up Plug Manifold M X L Long iz Force Main Sweep 90 i Bend Distribution Network S ecifications Pressure System Construction Lateral Diameter 2- In. Manifold Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter in. pipe. Orifices are drilled perpendicular to X Orifice S acin In. the pipe with a sharp drill bit and face down. L Lateral Length) Ft. Lateral turn-ups terminate with a threaded M Manifold Length) Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter -Z, In. diameter lawn sprinkler valve box accessible Force Main Length 450 Ft. from finished grade. ore) C)P 1 r l LA7-e-Y:A 1. Grade ••••'0:::::::::: 6-8 Inch Lawn Sprinkler Valve Box Page of 03/05 lgj Section And pump performance Specifications Septic-I:)ose Tanlc cross pump Manufacturor - Tankanu acf acf :tuner G pump Model Number Tank Model Number Alarm Manufacturer L ✓7~G~ Total Tank fC 1,pacity 3 u Alarm Model Number Depth Switch Type Max. Bury Total Dynamic Head (TDH) - Feet Filter Manuf icturer Elevation Head Filter Model Number Distal pressure 3 Network Loss Required Force Main Loss Minim~.un Pump performance e19 a - - GPM: @ Ft TDH Total Manhole Min. 4" Above Grade Outlet Manhole Min. 4" Above Grade With With Locking Device Locking DO~iCe. Inlet Manhole Securely Mounted < 6" Below Grade Sealed Watertight Weather-proof Box 4-- Junction Finished Grade WAM Vent Min. 12" Disconnect Above Grade Means With Vent Cap .a s/ • Outlet Filter Baffle X. inlet Inlet d a; A 'A" and Reserve Capacity weep "witch Settings a { GPI Hole :Tank Volume = . , ume Gal. Inches Vol Dimension (rem) A' a -A 71 :5 p von C le (alarm) B 2 Ft Bottom < '7- -57 (dose) CElevatiion D Ft (dead) D. <..:ra• Total i';~', _1 S~~r;riTY~'.':: r r+ rt: ><>< < < < <,.,< < < < s r < < • "s septicldose tank is bedded and back filled in accordance with the not GENERAL 1NS FALLATION. Th as specified by the manufacturer jck manufacturer's product approval specifications. Maximum depth ofd have an effective locking device (pad ) exceeiied 'without prior 4pproval. Manhole covers exPosed to Or t fittings, and connected to the tank with watsrtigh be at the inlet and outlet is of approved material, PVC installed. Piping The force main is sleeved with 4" Sch. 40 to bridge the tank stable soil to prevent settling or sagging. laid on stable laid on and the sleeve n sealed watertight. Electrical service complies with NEC 300 and Comm l6. xcavaticn is Page of 42105 Ll' AP LaserJet 3100; 1 71b bb;e uu;eI may-o-vo e-jurwi, Maw 9 E H SERIES SUMP/EFFLUENT PUMP '11.65 0 specifications. SWA cu mom am fy ►u F1 ful 11Fs419t B199i 1f 11tH 1 k.4a4 NOUN if 9 11 IF a 41-'0 115 314 in 1000 74 V 55 41 32 13.1 20 2a 9.11111btx&9a 9EH474 509330 UtASA 55 41 32 13.0 2P 2a 9.1111tb41&8a 3m 63 iom 70 64 961h1 13 509340 1lU1S, 4.0 00 0 6d 55 a1 32 13.8 20 27 9.11111-6119.14 981-CAIPPS Sam UUCS4 4r.0 115 3!a 3A 10 ~ 1 27 &11 141.64, . co,a4xaus OulrRal~-'~e6ianawsstewa>e►vn~s~~°aC0"~ooeautyaslonaul~r~ronwid+in~s4wbtanedrMlnYrla*esa: w~ FLOW- LITERS/HOUR gmstmation Motor Housing Impeller Epoxy Coated Cast Iron 0 'ooo zooo soap M Pol Carbonate Material y to - ImPeller'Pype Closed Vane 30 Volute ABS h Power Cord SJTW-A U, Mechanical Shaft Sea[ Nitrile with carbon and gW ceramic faces ti zo ~ less Steel s a Fasteners SEp ss Steel W = Shaft nle to `Upper Sleeve and Lower Bearings 4 Full Hearings 0 Till 0 0 20 a 60 80 P'LOH- GALLONS/xINUTE Little Giant Pump CO. PUMP PERFORMANCE CURVE r Po Box 12919-01dabomr-1q,()K73157 LIgV 60112 / P4onr. 495.947.2411 - Flu: 495.229.LS5o ~ a-awB: crslaperstr'vfocf$~u~°t~e°o ' &t Fotm 995235 - 07/03 Www L1ttleG1antP'amP.C0m ScNAGEMENT PLAN P' 2„ pOWCS OWNER'S MANUAL CgTiOAiS SYSTEM SPEC ~gy g ii~iE=C}fi1ltATl~irC Septic Tanis C.siecitY jl7 --.2w o NA ell 1 e/ Sep~+cTarc Manufacbrec Cl w` 1'etmff S Muot flEW AASttiufi~ [3 NA Q wet PAAM-Mwj [I~edrumMods ~lA t4urnberofSadfWw PcanP•TSj* CV8* K50 D NA Numtet Untts Psielp Twa mow' ` NA NA. tloW i.5} Pum(? Mangy' x ❑ {Pen~~ It pump Modell ossUn flow aall APPS ROW MoruthlY 8n~at 8 P prayri it !3 Peet FEW MfiuenflEluwd Quagty 13 Welland S Grimm (FOG) --.30 mg/L 0 p eCtiaon D 3er Donand (WDs) S0 rg/L &Mpended SGetids S i 5Q ett fL qS Moll Moll averagea S) II ,n~,o,g~uground (pnessvr~d) pry tlue~hC (BOt3rJ ~i0 mglL a in-ground i~ p B;cc~x OW wed Sadds s30 rnwt Feed 000wwtric rrean st w Cfai tOmi O e K Inchdlameter aftem t~ dnwrrt Ell Par6de Sboe vstwe types €orsrsaewWd -WOW- ~tAW ENMNCE SCHEDULE Service FraqueuscY sn! s) (Ma7dmasn 3 y>a.) Services E+► months At least once C3 rn0 evesry ones-trtird (1r~ of tank volume tnspec COficfidon of tank(s) When combinesd sludge and scurn erqu1& Pump out contanis of wnk(sj Ai least Once every Cl mor+th r(s) 4Maximurse yes.) every r(s} - Inspe# t COD(s) 03 exsontlss Al ~ least every s} O NA Ciom ~uOnt fluor At least once every 0 m nspert pump, PLUM Cord of & sum O cn~ e) Q NA teal At least once every 13 jawab Yal 0 NA c lush Orel to rOSSLU a At least once el CI'm°-l crtl+ moths f1 year(s) L3NA OXASCrENANCE At least once every (3 9119TRUCTtONS Ons of the i;oUMbV ticewum or pertrai' shall be nn sade Mby an ~ Sewer- PO e:a S hw PdVVrS Sr bmkes inspeCOMW Of "I" and dis Plurs MaSW plumber. ~stlsr ssber Recsu bP~r r Tank inspedians must include a vle;ai inspespe.ctiPon n of S the irls of ige and ~ ~ ~ ~ up Servicing Measure the voiume of aornWned sludge Or hapected to check ft effluent levels :rAntasm ,ety tiny cracks or nd s e dispersal o Ws) shag be visuSu of selfltrent on the or prey of effilll an s ~ me pondrng of effluent an the ground tt+ the kxW mg ulllau10rhy to Cho* in the OWWVaton VOW and ~~on and requires the lrrimeydiaie nobTlk~a ground suff2w MW ~dtt~M s tieing or More ~Ule tattle wwms• the stodge and salon in any tank el onel~ %rd (V eg in WwdM" vnth h- NR WtW the cxx nbMW Swum n of a SeptW Servicing OperMt0r and di-Posed entire MOM of f ~ ttk shall be Mmo+~ by S 143, WWOjiWn Adminisbate Code. nenw. prematip Tml w"Ponertts; and any t nos medal Or preourtzed POWrS COM a W".06 POWTS Mainta- e ~9 of ti~l1[ie13 at int,ertVW of 12 months o; jew shall be ~ Of any service event. r..tlter nuft tna~ or a CIADM9 9@Dfir3C~S napod SWbS WoWd'~dto the local negerlati3ry aufhar~ty wiiflin t(? flays piE [On ' restmcaa of piing Qiod or aver s f ' UP AND OPERATION 9ment tank(s) 08 P if h4h ~ s arse For il0W ODttS , r to use of to POW i'S d eck.tr cru - that mW impede the b~eatment PrOOsss and/or d2tmage cite dispef8a< l~s to ore (ice too tin Wntents of the tar+k{s) removed by a sept3ge servicing apeira Prior Page System start up shalt not o0wr when sosl"conditions are frozen at the infiltrative surface- Dumg pm w outages pump tanks may tM above normal highwater levels- When power is teSW18d the excess wav0,4aeer.vwIII be discharged to ffM d'r.,persai cell(s) in one large dose, overloading the cEB(s) and may result in the backup or srrtac+s discharge Of ettymat To avoid this situation have the contents of the pump tank removed by a SO~ servk bo9 Operator prior.ta"ne Wrig power to the effluent pump or contact a Plumber. or POWT S Mak4ainer to asSbtin manually operating the pump'contnpis to restore normal levels within the pump tank Do not drive or park vehidas over bent and dispersal stets. Do not drive or patio over, or otherMse d rb or compact, the area within 15 feet down sbpe of any mound or atVrade soil absorption area. Reduction or-ertminatlcn of the touowing from the wastewater steam may improve the perfomrance and prolong .the life of the POWTS: antibiodd taby wow-cWarette Mills; condoms; cotton swabs; de-grmsets; dental floss, diapers; disiMectarits; tat* foundaon dridn (sump pump) water, fruit and vegetable peermgs gasoline: grease;. herbicides; meat sc ivW, mediations; of Ong products; pesticides; sanitary napkins: tampons -and water softener brine. ABANDONiUF..f~[T When the POWTS falls and/or is permanently. taken out of service the fallowing steps shalt Ite taken to insure that the system is property and safely abandoned in Compliance with ch- Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall -be disconnected and the abandoned pipe openings sealed- The contents of alt tanks and pits shall _be removed and property disposed of by a Septage Seneicing Operator. • After primping, all tanks and pi'ts' shah be excavated anti removed or their covers removed-and the void spare filled with soli, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS farts and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement am has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for anew soil and site Levaluatiarn to establish a suitable replacement area. Replacement systems must comply frith the rules in effect at that time. 0 A suitable replacement area is not available due to setback and/or soif limitations. Barring advances in POWTS ` / technology a holding tank may be installed as a last resort to replace the failed POWYS- y¢L Tree site has not been evaluated to identify a suitable replacement area- Upon failure of the POWYS a sol.and site evaluation must be performed to locate a' suitabfe replacement area if no replacement area is available a holding tank may be installed as a last resort to replace th e failed POwTS- ❑ Mound and at-grade soif absorption systems may be reconstructed in place following removal of the biomat at nfiltrative surface- Reconstructions of such systems trust comply whir the rules in effect at that time- <<WAttNIN(>> SEPTIC, PUMP AND DITHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICrENT OXYGEN- 00 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 POW7-S MAINTAINER Name Name ~2 czc.ti Phone I s-- Phone o11-Z SEPTAGE SERVICING OPERAT PUMP LOCAL REGULATORY AUTHORRY loans b ew ~ Agency ✓bl " this doe mum was ci6AW by ee staffs of the Green Lake, kfamuette and Waushara County Zoning sod Sanaafbn agendes This ddciirWAt meets me awmn- requ,rsraents of cot. Comm a3 2~(Z?(bXtX~}~Ct) and 53-54(l). (2) & (3). Wcsaonsin AW*11suatrve Cede. 1.1:96 0f aft domment duos not guarantee the performance of the POWrS. GAt1 ► 1 L EV LUATION REPORT #2035 Department of Commerce C° o in a~ Td 'th Comm 85, Wis. Adm. Code Page 1 of 4 Division of Safety and Buildi s ~FzO~ JN~~GO~ Steel's Soil Service 0 Attach complete site plan on page of less 11 inches in size. Plan must County St. Croix include, but not limited to: vertical a d reference point (BM), direction and percent slope, scale or dimensions, 4Frow, and location and distance to nearest road. Parcel I.D. J2jPe/nd n Please print all information. Revie By cT ZI-ZII Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location LaCasse Development, Inc. Govt. Lot na NE114 E1/4, S13, T29N, R19W Property Owner's Mailing Address Lot.#- Block # Subd. Nam or CSM# 573 Cty Rd "A" f 34 na Alexander Meadows First Addition City State Zip Code Phone Number City Village Town Nearest Road ~V! of?-Jr Hudson WI 54016 715-381-5405 Hudson Alexander Rd. t l New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD j Replacement __i Public or commercial - Describe: na Parent material Stream terraces and pitted outwash plains Flood plai elevation, if applicable na ft. General comments Mound design. System elevation 0, Oft based on contour line 9Oft minimuum of finches ASTM33 mound sand. Boring 4-5-6 and recommendations: are a adendumm to the original soil rep rt. Q~ a Fe r F-i-I Boring 16fv! 1/ Boring # Pit Ground surface elev. 90.30 ft. Depth to limiting factor 48 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-48 10yr4/4 none sl 2msbk mfr gw if .6 1.0 2 48-75 7.5yr4/4 c2d 7.5yr5/6 sl om na na na .6 1.0 Boring 2 Boring # Pit g Ground surface elev. 90.30 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-33 10yr4/4 none sl imsbk mvfr gw is .4 .6 2 33-40 7.5yr4/4 none Is osg mvfr gw na .7 1.6 3 40-80 7.5yr4/4 c1d 7.5yr4/4 scl om na na na .0 .0 i Effluent #1 = BOD5> 30 < 220 /L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <.30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, 54017 11/21/2006 715-760-0347 IP- -01 0tl SBD-8330 (R.07/00) . Property Owner LaCasse Development , Inc. Parcel ID # Pending Page 2 of 4 • ]Boring 3 ] Boring # -1 Pit Ground surface elev. 85.85 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2 1 0-20 10yr4/4 none sl lmsbk mvfr cs 1c .4 .6 2 20-36 10yr4/4 none sI 2msbk mfr gw lc 0.6 1.0 3 36-60 10yr6/4 c2d 7.5yr4/4 sl om na na na 0.2 0.6 Boring F4 Boring # F Pit Ground surface elev. 97.40 ft. Depth to limiting factor 20 in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 1 0-6 10yr3/2 none sl 2msbk dfr cs 2f 0.6 1.0 2 6-20 7.5yr4/4 none Is osg dvfr na ivf .7 1.6 This Boring was done to satisfy a Zoning requirement 10/24/2011. [ Boring F L-~, `J Boring # Pit Ground surface elev. 99.30 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 10yr3/2 none sl 2msbk mfr cs 2vf 0.6 1.0 2 5-12 10yr4/4 none Is osg mvfr cs lvf .7 1.6 3 12-26 7.5yr4/4 none Is osg mvfr gw na .7 1.6 4 26- 7.5yr4/6 c2d7.5yr5/6 Is osg mvfr na na .7 1.6 III This boring was done to satisfy a Zoning requirement on 10/24/2011. Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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 Property Owner LaCasse Development , Inc. Parcel ID # Pending Page 3 of 4 7 Boring # Boring Pit Ground surface elev. 97.40 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-12 10yr3/2 none sl 2msbk mfr cs 2vf 0.6 1.0 2 12-16 7.5yr4/4 none grls osg mvfr cs 1vf .7 1.6 3 16-26 7.5yr4/6 none Is osg mvfr na na .7 1.6 This boring was done to satify a Zoning requirement on 10/24/2011. Boring Boring # - Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 Boring F-1 Boring # ` , pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODS < 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 STEEL'S SOIL SERVICE 3 of 3 David J. Steel LaCasse Development, Inc. 1699 150th St. CST-POWTSM NE1/4,SE1/4,S13,T29N,R19W New Richmond, WI 54017 Lic. #248956 Town of Hudson, St. Croix Co. Direct 715-760-0347 Alexander Meadows First Addition Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' I ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El 0.00 ft Top of 3/4" pvc pipe = Borings Boring Elevations B1= 90.30 ft B2 = 90.30 ft B3 = 85.85 ft B4 = 97.40 ft B5 = 99.30 ft .~B6 - 97.'0 ft l lam" s' ; ; I € t 1 T-WES1 LINE ;j i i : I ~I ;~''r"'r4YVr"\' ` t t _ t 1 i X9ai i t o` 8~ T' 4qN 1336.5:9 1 j'£1` , s £il'i t 1 ~\Y I_" 08' .&aao , LOS` 31 I j l ! ' LOV ` 3.365 AQ. I ; st \ < 1\ [4.3 AC. I I 3 ! ; *133(AC. \ ' \ • : 14. . I j ' \ '47X96 m \ i w f 1 1 f i t 1 \ AC.) AC.t I p V, *41b XS38 9 f \ r / r • 1 1 e/ 43 W, - L ,lETI.ANI9 • i • * • i- 161 f ?full 'oe LOT 4 51W \\2. 3 10 007 \ \ V-k It i .6 LBO= .0 FCL OT 12 _ 02V A16. AC.) 4 _ f - - 9,10- 43JD _ _ \ 949.0 { \ % MIT ~ ' 963.0 J DRIVEiIbY JOINT / DRIVE*AV-' f9P► ; X951.0 \ l X947.0 LOT 7O = » _ 950- / \ - Wisconsin Department of Commerce OIL VALUATION REPORT Page of Division of Safety and Buildings in accordance with 9omm Wis. Adm. Code t County / Attach complete site plan on pa not les ~1~$ xi 4 i fiches in 'ze. Plan must include, but not limited to: vertical nd hon I rdferen ~phdt irection and Parcel I.D. 1 ;1 percent slope, scale or dimensions north arrowG ce to nearest road. J - 7~ lJ ' - U i_a ON Rev b Date Please in n. y Personal information you provide may be p econdary purposes (Privacy law, s. 15.04 (1) (m)). iew /~Z Property Owner Property Location Govt. Lot 1/i$25: 1/4 S 3 T Z N R E( 6)w Property Owner's Mailing Ad ss Lot # Block # Subd. Name or M# ,6 -1 ~ / l City State . Zip Code Phone Number ❑ City ❑ Illage Town Nearest oad ,/veuj4!d,,C i&jj S o ) KINew Construction Use. Residential / Number of bedrooms Code derived design flow rate GPD .00 ❑ Replacement ❑ Publ' or commercial - De be: Parent material 4 -d ?~~c~fcr.c.L Flood PI in elevation if applicable 1;~114 an General d recommendations: On en~e 4 ~ System TypeSystem Ele w Boring # ring 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/fP In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 f0 v 111 l . s t:vs Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 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 Nam (Please Print) Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 Property Owner _ Parcel ID # Page of ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil licafion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Boring a Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon 'Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 1150 mg/L ' Effluent #2 = BODS 130 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 (RAW) REC96 LPVAL ATION REPORT #2035 'Viscmsfn Department of Commerce in accordance wit Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings DEC 0 4 2006 Steel's Soil Service Attach complete site plan on paperhas.n si) .Plan must County St. Croix include, but not limited to: vertical aTthes oriz~ t 16 nI BM direction and percent slope, scale or dimensions, orth arrow, location and dist nce to nearest road. Parcel I.D. Please print all in o "ti Reviewe y D;ate Personal information you provide may be used for ndary pu Priva aw, s. 15.04 (1) (m)). /y D Property Owner Property Location LaCasse Development, Inc. Govt. Lot na NE1/4, 1/4, S13, T29N, R19W Property Owner's Mailing Address Lot # j Block # Subd. Name or CSM# 573 Cty Rd " A" na Alexander Meadows First Addition City State Zip Code Phone Number ❑ City [ Village ❑ Town Nearest Road Hudson WI 54016 715-381-5405 Hudson Alexander Rd. ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Stream terraces and pitted outwash plains Flood plain elevation, if applicable na ft. General comments At grade or mound design. System elevation 100.50ft based on contour line 100.00ft minimuum of 6 and recommendations: inches ASTM33 mound sand. F 1-1 Z Boring # ❑ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 48 ✓ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr4/4 none sl 2msbk mfr gw if .6 1.0 2 48-75 7.5yr4/4 c2d 7.5yr5/6 51 om na na na .6 1.0 .11 7 Boring # ❑ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffz in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-33 j 10yr4/4 none sl lmsbk mvfr gw lc .4 .6 2 33-40 7.5yr4/4 none Is osg mvfr gw na .7 1.6 3 40-80 7.5yr4/4 c1d 7.5yr4/4 scl om na na na .0 .0 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur : CST Number David J. Steel - Z,4~~ 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 11/21/2006 715-760-0347 SBD-8330 (R.07/00) Property Owner LaCasse Development, Inc. Parcel ID # Pending 3 Page 2 of 3 3] F Boring # ❑ Boring ❑ pit Ground surface elev. 95.25 ft. Depth to limiting factor 36 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-20 10yr4/4 none sl lmsbk mvfr cs 1c .4 .6 2 20-36 10yr4/4 none sl 2msbk mfr gw lc .6 1.0 3 36-60 10yr6/4 c2d 7.5yr4/4 sl om na na na .2 .6 i ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # U Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 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 f STEEL'S SOIL SERVICE 3 of 3 David J. Steel LaCasse Development, Inc. 994200 th St. CST-POWTSM NE1/4,SE1/4,S13,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347 Alexander Meadows First Addition, Lot 12 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 100.00 ft I 0 B2 = 100.00 ft qq B3 = 95.25 ft S B4 = 0.00 ft g3 t r # # ;~.1{'f>;fr ~f'jJ#'t#1 1 T•WES1 utNE 1 > I 1 # 1 1 \ 1 ~c;J#~ FJIB , ` , r: ~,1.; , t~f 13 i x1 i 1 z ~0 75 4'W 1333.52' 1 I : € # 1 X78' \ 37.2 LOS' 3! I ► # *3&0 1.01 3.Wd Att. I ?f ! 1 'i i 3 (AC ask* AC. I 1 ' \ 1.~471pC.)\`\ 961.3 AC.B ' W .i t 1 l1 + J t } * \ \ \ X X613.9 S , A ` E s • ? . r \ 43" 1 WJETLANO 930.% : it ( 29 \ , \ t \ 1\ lot i j,•` ~ Lets . ri . ~ ~ 'i ~ Ac. A. j 01 'IRV ~.s.-`~~- r- .•1;'~ LOT\d.3 Ole ' 2.553 AC. ~ ( t 1 ` , ~ \ ' \ 1 1 JQP84 AM) =OMO 1.0 • LBO= OT 12, 025 AC. ; / ~ ~ ~ SAC.) ~ s~~ 1 i ~ • .4 X943.11 • i \ `,4•~ ` ` \ 949.0 \ ,'0 O~ tNT JOINT 963.0 } .DRIVEIIWY - t F ¢ , ` : X951.0 \ # X947.0 ` DRIVEI~AIF" • i / Y / i ~ LOT t0 i ' X: % ~ ' o \ 950 - LOCATION SKETCH rowx OF xuosox COUNTY PLAT OF: ALEXANDER MEADOWS FIRST ADDITION LOCATED IN PART OF THE NW 1/4 OF THE SE 1/4 OF SECTION 13, SINY - T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: E...-._. OF WIS o' LACASSE DEVELOPMENT, INC. CURVE DATA TABLE (A- 1E/ID11IS ARE IN 573 CTY. ROAD 'A' w Lane IA11lERJ 2 Wm RoeR• C•nW (]lard aw.i Art Trgen BeaIYP HUDSON. N 64016 g b i # NwnBr/ let Lng1h A"D* BerMq Length L.Ntfu T=:In Tangrlt Oul CI 610.m w w 32r3Y13.6'E 411.. 43162 E r16E 34TOW1YC D -.o LOT AREA TABLE lam BIT"er 94711'40.0'E ss m.N11 31)6 N$D%'0613''3IYCE 6• Nw12 400'Sl'14'EY4'E HAI.IM im SUPV CJ t67.m NDY24' NBB'J6'S0'E i 111.13 1111111 VII11111111111111 VI 111111 1 III -0 S4 Ff. ACIES G 2UDD 121158W NDSUPWE 407.62 4BSm N4W ZWE Sor W16T : N 5 fi 2 V 2 LOT 9 1161A 2606 m -00 490Wm' N7-'"'E 10am IN.w N49 rl'E SM1Cw•E L.I. s LOT 24 12=16 iN4 N =-D0 -W57* NSNW62WE 124.T/ 12178 SM1Ww•E ND7r4o-E 85 6210 ` LOTN 1w6N &366 2T UILSO 317-4e 530.1S6a0•E 15&24 te2.e1 NIESSE E SIOR6'OYE J6~~ Pac~ LOT m Bmte 2111 m 9`00 OIS6'w• 9mzrtOt 7.65 7.05 SI07IUPo4•E 6OFSHO E RADI u, H. NALSH °O LOT 27 mt36 20.2 CS 231.m 3o0Y9' EN14'26.3w 121.06 122m S00RY 1e'E 9D1WOrW RFDISTER OF VEEDS e LOT m 11)621 2016 Ce 10).m 21'N'2W 37eT61a3'E 62N e`32 se6T2'm•E S6Ww'00'E Si CAl CO., nl NORM 1/4 LOT U IN069 gem CJ 93.00 21.43'29• N78T410.5w 87.12 eam Nw W.Nt NMW.'. RECEIVED FOO RECORD SECTION 13, T29N, p19W CBINFA LOT m it13m 2850 C8 9].m N1YN' wt4t14w m.ee -70 S3so1•le•N s14x mr w007 ID:'2aw YCM 13 mT 31 IO 2 231t DB w.m 313Y3W s2TR2'13'W 3103 18.17 -I W=1R S1oW." CCORTY PLAT LOT 32 1]62)5 1171 010 M,m 2 'Ir N1TW06 W 10`02 32AN 510,D,p W. SN1W60'E VOL: I PA GE: 72 LOT M IW515 2614 20 )0.00 400"IW 110W-'W 4603 4402 S1o R tWW SYWM 13 w PACES: 2 E DRAINAGE LOT Z. 1.- a- b Mm ARENW s7o eeblw 40.37 40.38 sem31YN• Nw0I1iw EASEMENT TABLE 'U' LOTM 103416 2])4 31 lam m'44'10' N70TB31w M13 4A69 M0BR1'll'W r0. M31 III Z. "all 6"40'28' NIB'11'w'W 0288 N52'Y31'N N131YN'E FEGISIER OF DEEDS / nMCCiYCw 0/SE U BIRFCI/(dV p5I 33 m 000"13' NSSTWJ26'E Ba10 9T.Bp M.Irw.E SN163D4 UI SBD'JJ24'w UT 1 / 94 f919' IJ J504IS22>'TOTyB:17•W 13A J>' CIl N,DO 651626• R6242'M'E 4.68 68.32 See~'SO'E N3M4rE W _ 51BD)1_29T M6.63' . UI1 91.16' 7.00 101436• N10'49'13'E fl- 111M MWW42-E NOalaw U3 /1 -11- I - 10 C4 187.00 -'W N6B7W 29200 100.02 N0606'10w 9461Ti6w 5 JSB]' U!3 &FT2' 211m _r24` _w WwN` 16216 161N s4.w w ur3Wxw 1JTBT4 7871IY'40 -13-R, CI UII JB6TOY)1y T6.el' Ll5 lam OTWN' SIBIYSrw 5240 m.N E611rmw mTI'N•E II I U> 5940JIT I UII -177-W nom]' -iM1Y21w 111433'-_ C10 -00 32wr3r SW 24.WE 312)0 N).42 31620'307 E4TXIYE 1Y4•W 1- -2- 51.40 na9r Ul9 ='37'24T TOA 12' UNPLA~J'TE.D LANDS PEST 1/4 U9 NISTB'J)T 9198' U10 NB956'41'w 119.40' SECT0111] U~ NWT>'XI [ 1]6.91' UTI NOS 41'J>'W 21111' /4 LINE EAST 1 68917,2440 40 1 xail.za I y,.ro. 412 , - u1 588'37'24"W /~^y13 1W8 1~~- I -ro 157 BEEHIftlV1AYl1A0RN IC NRtIeP ' 11 r 4' I WE6IEV1A-T1I/ /6N pRlEa9Me , e`__-__-_ 1333.82' o-ss40.o ae DRAINAGE D I el a ur] ° \ la 2 `.S EASEMENT p{ uw=sw. I 2 , "6 TABLE I I 6 LOT 2,1 v r ' i t Bne[cnaN asi. % 91d0 I ~1 LOT 26 1.X se9'nTew 184'6 ~I IL®Y 9_ _ aeAwA =1 LOT 25 S t(o. u.vtWNT vT sz>2ss)T 19. -1-47T llsm' v [+RYAiv' a A 1' vJ Im I i g •h \ Y4 NSAr4V>T n . NPAY40.5•e 7]441' ~ I ~ BEItCR YANG lOP eENCN YARIf: TOP '9 OF 1' PON PIPE, \ OR P C. MPE +J b~ , M SI95/V4'W 1118" '>O> EIEVAlION N0.0 r I-AA IMM BJ22 r3~°g~F i0 I gI I 's ,4040. 13 um c. LOT 27 v R AeDP[ER AREA MAY gg ~'G Ir Q PP LY - DEFER TO $ ` y g LOT R, t51 AOM1N. C00E 24 / ] ~ ~ ~ \ \ 19 l ` 'P 'Q -'"1 1Cft BBY21 YAMO TOP u IDS I I \.,c `1r / ' N/,> f'iF' ~i40 `)o\ 11 '-t_• 1'I O-AII~19'A5 I~ Stl I~ .i J C 1rx Ne E 13&46 - U /s LOT 31. 13' II k 4240• - - -HILLSIDE TRAIL- -q- - HILLSIDE TRAIL a - _ - ; yAW, 1ax•~. i I 111 LOT 29 tl 1 'D s6~er se71W3ew 23o.aW = / dV_ $ a• 1 `Qp 'S. « 1 I w"~'`x°Bmi"e'.eN n.°`°IF APPOPE RP / IP I 1... . D~ g. reit~r~~ 0 % NLu `;"p ~•~N n si _o was LOT 34 :G \e]T~-- / 1~ , I i " Itt~: %n?L I~ ~ 'Y')~ `~01/ Ab ca 409.40 yy'SS-- - % `y ~i i 1 Y e °4~2g°P~jy a 1_ ~l 13&08' TED Y~N°WSw3.as •w` n°" -a'mn 1 T\ I `.,LOT 35! 'y T I _ i» 1~•\ I~ '&,,,$YAa I'.a rr.:. d SCOUT / \ • ,6 ul 'c TRAIL lei 14 i I \ xa,--i.•`"e'~'1 ,,.a`~ , LOT 29 %LOT 32 DRAINAGE 1ilBil-N4 j si tggd'°"scF,IN~x• iti EASEMENT ' X \ Ho-esio/-=` Of S -_J 1 /w awECnew asr. \ iP I7 ~ q~~'--'Ib- ~ saoYrosw mur sJSTO'34'W 61.W' AA'N~~S. ~r~ ~ S0.3YJJ9'W ISJI>' / ' I \ I 1a S00741WIIV >4TJ' 'i 7~ yr '~~~~4/ W3 SJT'4/'IOlF'BA>B' LOT 31 LOT 30 "N s605r'aYw e .y .yt w] sASa0~zw IJ LBO sf0 Wn N1>zJYr w 7i2e SECTION 11 ' ` LEGEND iaum KUMNUY mUN1Y : -0249"_ SEC6W mXNER YOMIYFM A MAxuff 9ET 1-1/1• uAY1:1Ex BY 1e• 19&88• _ 0.,0. imu, O l~ PW UIIEAR~00 Bq 4.1)3 w NAKK: TOP a' 1-1 N N9Aa N8871Y33'E ALL OTHER LOT CaNIEA9 UNPILAV J'f`iM LAND ~lEL1A1~01I B6A2 877.08' YOIIIlYF211ED MIN 1' W1561E DIAIE'Ipt BY 18• LORD SWTI LIK Ix TE 6~' Nv°LLC^. J !(s:O RON PIPE 9flMw101.13 L44 PFR WEM TOOT NW/1 OF TIE SEI/4 YnY YAPoAetc MDM YNPIAWF_4D LI.ANEN-1 I _ DM % EASCMENT 6°LMUMY \ \ LAN"; 6iLL DRAINAGE EASEMENT TABLE W ° X awccnov asE xr N~nrnsoTV Ma'AwAY LOCATION pi~.se' 11 N47o Ju•W zzsz n 52TJ0''w 43>i- MONITORWELL ACCESS xz Nr1'JI'elw Jaer• x18 NI>ue'w 9>n' X74 nJT07J'W 9111' RW: ~ B6AB 11011 WAIOt ELEVA1mN Lo/ NOTESroRYBE AlFEjO1Ep BY NOLiP1E NoYBm d Z=' w tom 4armwlt Branltl b W Mecan4M 1lrparllnent of NJ 141'J6'41w 4A>0' 9 51)DIYJT 1B»' XJ9 N2sJBY9'w 9R6>' _ THE b BMAee b N• WetY9 manMae •RI. IN• w•rtlrlt 4 /x O,T 1JAT_, ]YW'JbT BO00' XJ6 NJ]2JT9T I1A01' LBO BB0.9 LOMB YIg1oC1YOOT DOOR ELEVATON. LDEISND(IN 6UTE p1ACDptY LRICT DC Y p PyyY1 4ow1 yyY 6r Ne purys of cmlLwee oewwllan nl JB)OIBT )I0.Jr' XT •19'787 JI.ID' NJ> -7-'211 THE IIB9I' x3 X6 N0B ON EACH LOT. BWLOER SHALL BE RESPONSBIE F'Oq 1M rau4 N aUe~ d1N M a1 tlN eed~'IYr.lof 111 IawwntNM. N '41'337 BR JB' XT? NJ6:}9?IT N.O)' Xb N6fs07TT /1280' f7 UTUtt EASEIIERT 0EIFAWNWC PROPER SIRUCNPE OUNAMON ANO X> NW'uSJT 0T' -1.11.217 I),JJ • XJ9 Ne2501zT 6414' APRIOPPoAIE 91E CRADNa CONSTRUCTION EASEMENTS xe NWTrolw ul.er ne NB1J>21T J2 J3' x40 NB21022T JA9.• ROAD ME- (AS SFgYM) X9 N2>Yxs'SJ7 TS U' x23 119'11'017 1/4' X41 21 IFER NOTE: lIW PROPFIItt 19 1DW1ED MMIN A LNe 26 -1 m an v61rat to ewNlan •a•an1wlM, _RR NT]035J ]1.01' X26 349JI'02T $A42' -'1 X42 N6250'221 11.03' Eo7M0 6AR6 MRE FENCE Y'a' CONSSSICTON AREA ALL MElL tN to N• Toes N Rueean r 6 RI, RR", D- w••nr:b on L. 2 ' 1 N66YM'36T 172/9' > S>9121207 mIISIRUClION MLL REWBE VAMANI£ APPROVK 6• . W. N IM d1er O. a/ Na Tow] of x 31.6]' N6130'12T 19 Y I•ernN ue,m, Y W .40111 Nal N/T 52758'297 29A61' XIB NJBTO'MT 111.01' xu mpl 111E MiSm115W DNR. N3J5 MTIIN TIE DeeYa6le wn•wN Saul TY kam HW> TW b W 1.45 0.11M0 WDYEN RNCE IDD11Tf011E1D 1 EOOT~Z~ YAY 6E 008ECT TO •yt 6alnery o/ 111b pN1.N an aanlN•Um N WE c°rubyclYn iM xN NI]D9'IJ'W 1).W' X29 NGNYJ'SJT 30.19' Xu N1B20''21 J32°I' V Mdt M nNrm °tad M M• t Uwt 9cwl Tq . NaeY3'02T 21].70' XJO NW'USJT 22 S400B'pIT 1-.21' TD ALL ELEV NmTI ATNMSAYOO •wECAN MFETCAL pDT_,DCA « 1-e/'roY N 40401.8, Nwe aon•hwWn aarrlr:y dldl b .ncNN XIJ N)JTO'21•W JS2I' X NLbT.'47•W p2,169 147 JIO7b'O>T z3 ME EAro41 PAR SNpM ON THIS MM B Net. XIB 536 u5T'w 1> TI'T0'W SR U' 1TJ W11N1 K iBOa NOTE: 4Ern OTAIEW.CWN1Y AND RMNSNW a2J x12 N58 IAtM. RULES AND PE 1T 3 U.E. DRAINAGE EASEMENTS wETAD1o1 NMIYUY LOT N3, ACCESS ro CONSTRUCTION OF SCOUT TRAIL pS S' ND OWNER M REW SMALL m ANYMWO ST. Y11w1of N•We wN Rr~ OENT M OWES the Tom N Nueem h al mw erYwewntAM t1n4 It Y r D E N soaut TN Y t h e " UrgretBmrll Xy 9 MMM w01ND W1ERFpE IN oR CNINCE M TIE IOwN UI• IetwlM of tlN <errl b Nde anI Pr•ww ON Hy11roFNay and UTILITY EASEMENTS OPERAINR! ai TE APPR01f➢ COMPRppINyE wnNrvetM •°errlNt w R m UfY qel Tor Nlot em•wNlan r j WRIER MAIMOE AND SdL ERO8O1 RAN iOR r111BOwmrIL W ne BoY dIN DR tams Nir••t I..416 Hy mv`*R me NO PqE oR B6Bm CASTES ARE TOME PLACED ~Yge iNS PLAT. TN NCLUDES mT B NOT UM1FD V aNNel• u• tool le am•buat r NnPrew ede Soou! Tm~ SVCH THAT TIC MSI.WATp! MAAD OISNRe ANY .T tn: ro euanwo uPafA oesmucnNa ALTENNa oNpNe w to•n m Der ro .ua muwmten r 1:11Pr.,.n„e. m u: stwtLIN srARE, a1 mslRUOr Nsox ALaxO °nr RWNG lR ENGVATN0. 011 PlAM1Wp M ANY t WN 11W 10401 4.1rmH~ 8401 Seem Trill N b D• cm•UUaIM > LOT 1111E m STREET UM4 TR DsTIReAxcE Qi A WU9tla eEnYS OR POND CR mAWATE FASEYOIIS, WA1FR MMOwa M• wNe N •Ndl crl•1/Irallall M HWrvwmrlle YpB 6e Dom SVR\EY STARE BY AMYp1E IS A NOIATON Oi DRAWAOE DItlR9. YM1ER RUNWAY; WAl[R 8Y W wnr s 1840140" d N• NarN•eet Wer1r el N• Swlhw•1 SErnON 2M.32 Oi MSCDISW ETANIES UT11TY Q DRA53 sETxxxs „ rer of SePtlon 13, T2ML R19N. llu m.n .R dw a•Nn X• Ylwst EAMDIFMIE AS NEImN SET FORd AJE i0P 1HE wN Omewvlbl eaenlNrY la cY oBnw v 884014040 M NW USE O RI UO Bml6 ANp PPoVAIE PYB1C TE IONN 0i MlMSU1, 0R ITS RlPRESENTATLE, ry°•el' UTIUTES NAWIO THE Mar TO saYE TIE AREA B BIANIED ACCE99 ro ALL 0P TE DRNNAIE EASDp03 SIm6N NERED/ Fat TIE PUPPOY Of y 114PEC11011. YAMTpIANDE CR RFNAB6 Oi TIE 51YMYYMIFR CONIPW fAOU195 COHTIIXED WTIW SND EAM2IEHIS SCALE IN FEET THIS -TER) ENT DRAT BT MILAN ILWE JOB N0. eml-I4 DATE a/1e/'im) RLNSER 06/26/200) SHEET 1 OF 2 IOD- - 0 -100 ST. CROIX COUNTY WISCONSIN ZONING OFFICE ''~11 g11NIq■ rnrrr ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 Page / of COUNTY ON-SITE VERIFICATION FORM ILI/ Inspector: / dt ' t (A f'o„ Date: 16&5011 Parcel IDNum er OZO- /y7- 2J- dob Property Owner Property Locaton uEolikh 1.14 1 f4 5 T 71 N R d E( 4's! PropertyG,uners Mailing Address Block# Su d. Name or CSk city Slate ZipCode e Number ❑ Village oven Nearest Road j New Construction Use:❑ fZasidentialtNumbarofbedreoms,.__.-____-- Codederi%c-ddesiBnflow rate_._-- ,_,-.--___--___...--GPD ❑Replacement ❑ Public or commercial - Descdbe: Parent material Flood Plain elevation if applicable - {t, General comments - and recommendations: Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Scil Application Rate Horizon Depth Dominant Color Redox Description Texture Struetu re Consistence Boundary Roots GPDAP in. Munsetl !Qu. Sz. Cant. Color Gr. Sz. 5h. 'Eff#1 •Eff#2 l 0- lv io YC 3 Z SL Z k ✓ ZIP p, 1-0 Conditions: Soil Survey description: Notes: FEE: ST. CROIX COUNTY ON-SITE VERIFICATION FORM Property Owner Parcel ID#--__-----_--- Page ---of---- ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ____.._........ft. Depth to limiting factor in. i ApplicRion Fate Horizon Depth Dominant Color tadox Description Texture Structure Canisistence Boundary Roots GPDdfP in. Munsell CU. Sz. Cant Color Gr. Sz. Sh. "Eff#1 -0* Notes: ❑ Boring # ❑ Boring ❑ pit Ground surface elev. _----_ft. Depth to limiting factor in. 1 Application Ra~a Horizon Depth Dominant Color Padox Description Texture Structure Cors~nce Boundary Roots GPDtfF in. Munsell rDu. Sz. Cant. Color Gr. S7- 3h. 'Eff#2 Notes: ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ------ft. Depth to limiting factor in. 1 Application Fate Horizon Depth Dominant Color fgdoxDescription Texture Structure Cos6dence Boundary Roots GPDlfF in. Munsell W. Sz. CcM. Color Gr. Sz. 3h. "Eff#l 7771 Notes: Page of ST. CROIX COUNTY ON-SITE PLOT PLAN Scale: Owner Name: Parcel ID Number: Inspector: lip r -rte o, O I.-1 a :n ( Z1 m r . k M i- is o M A-AW I / ~I I ~ ~`d Y Oil a S1tl SIN © r ~r ~ u a I / . rY 144 4 ■ r Cy ! c Ell F N _ r~ I r ST. CROU COUNTY SEPTIC TANK MADUENANCE At~RF T AND OWNERSHIPCERMCATION FORM OvnegrBuyer' C-) Z. r if 1~(2 C~rn~ Mailing Addr u < Property Add= 1 , c (Vet a requjmd Srnm PlunWg & Zon®g De puftumtt I= zww comatruadoet.) city/shft L inn. Parcel ld fixation Number ~-l 3__~ Propem-ty Lora dicq V Sec. T N 14-W, Town of Lot SubdrvvisiM # Card ffed Su rvey Map Volume , Page # Wandmty Deed, # Volume 1®(3 ZU ( Psge # ` gpsc Lose o Lot lies able yes SYS ;'fejNT~NAN A ~N1~ O/Wl~F C QTIICYCAMN Impro peer use oad m&jnjmworce of yoarr npdc systerm could result in its pe+emataae> fitfize tD him& mums. Propar tnaittteOxwe a maim cfF-% d-Woatt ttte: septic beak.vay em yeas or somm; ifneeded. by a tioemsed V 11-5 ec Wbst you putinba Ste sinttorn osn affect firs o9te tanit as s iretmm~ is fire vie diosal syaatemv. Ovraer mtdrme~x .eWmmUM= art: spoditd in §Cmmrt. 83.52(1) and in Ch pter 12 - St Owft C = ly SWUMZY Qd mmca. lbo p cop uty owner ogmm tb sabm* to Sc Cco= Cowdy Planing & 2oa erg Depattmemit a cardficofm foam. s*wd by the ownd• and by l L P1wmbM jamrnabytrnen phunbar. Mlfticmd plumber err a ]iceeered p W* I I' vediff g diet (1) the cep-dte waseewaeer dhpoml sysiam is in psopsor operating conM ml aud/or (2) after hispectift and prong (if maoessKY), the sopdic tank is less Awn 1/3 a l1 of dmdge: Vwe, do u ndsrsisud bove read dw above regauemofb and agree to mein the privets Wwage disposal symOem with the wtm&uds set t mrtb, hwain. as set by dm D ent of Comr mace and tits Depatmsaet of Natural Resourcest ft M of Wiscansm. CertH9cad m. s rstiag dot your septic sydm has beset numbnod neater be comptsiied and rettttared to to St. C'raix Coataty Pleating t Zonir-g Dqm meant w 30 days of Bite three year ezabsticm dabs. Ywe wrti(y Om sII s aaamemts on this fum are rave to flax best of nq/our I wwbdgs. I/we xWors do owner(s) of 60 pmolmaty dew abed above, by vkku of a any deed recorded in Riegisom of Dee& Offfm Number of bedroomtt GNA OF APPUCANT(S) DATE "*AAy infbr naticon chat ifs mleee m msmd may resaalt in the umft ery permit belt rsvWwd by des PLmdraig dt zaft Depaximcad. *a* htdude with t We sppii a recorded wastamdy deed ftm the Ragiaw of Doeda Office and a copy ofthe oaliSed emvey map if tefmmco is n o& in die aarsliy tiesci. (IwT. tg i 1 Illllllllllllllflllllf IIIIIiIII 8040817 1 STATE BAR OF WISCONSIN FORM 1- 2000 Tx :4029529 Document Number W'"n' DEED 944458 BETH PABST t THIS DEED, made between Federal Deposit Insurance Corporation as Receiver of The RiverBank, Grantor, and Oevering Homes, LLC, a REGISTER OF DEEDS t Wisconsin limited liability company, Grantee. ST. CROIX CO., WI 4 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the 10/31/2011 4:37 PM "Property): EXEMPT#: NA i REC FEE: 30.00 z x Lot 34, plat of Alexander Meadows First Addition in the Town of TRANS FEE: 60.00 x Hudson, St. Croix County, Wisconsin. PAG ES: 1 - E h Recording Area Name and Return Address: St. Croix County Abstract & Title Co., inc. 219 S. Knowles Ave New Richmond, WI 54017 SST7602 Together with all appurtenant rights, title and interests. 020-1478-21-000 Parcel Identification Number (PIN) ` This is not homestead property. Y Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except i easements, covenants, and conditions of record. Dated this ~#day of October, 2011. Federal Deposit Insurance Corporation as Receiver of The RiverBank t E 4 +y: Andrea Skinner, Attomey-in-Fact } t + + 1 t AUTHENTICATION ACKNOWLEDGMENT f: Signature(s) STATE OF WISCONSIN ) r COUNTY FOLK ) ss. r authenticated this Personally came before me this Pday of October, 2OE LA Le.4~(` the above named Federal Deposit Insurance Corporad"ppas'q /Q + Receiver of The RiverBank to me known to be the pen(s) x'4,9 ~ft►' TITLE: MEMBER STATE BAR OF WISCONSIN who executed the foregoing instrument and aclalowled C. (If not, same. authorized by § 706.06, Wis. Stats.) BOG 1 THIS INSTRUMENT WAS DRAFTED BY + L G Notary bhc, State of Wisconsin Q Robert L. Loberg My co ssioA pe ent (I£not, state expiration date: ~1* t _ Loberg Law Office alms R,jSjCtO►tl0 t (Signatures may be authenticated or acknowledged. Both ate not necessary.) 1 'Names ofpersonff*9F* NBay0WWty must be typed or printed bckSTAff-*bRaF WISCONSIN FORM No. 1.20% i 1 1 ~ f . _._-~......~.........err.u...-......~~.-.......v..~.._.-......-.. f t ([(1( ( i t 7 1 s f i t i i b J 5 1 of 1 4 t Parcel 020-1478-21-000 11/09/2011 03:40 PM PAGE 1 OF 1 Alt. Parcel 13.29.19.3020 020 - TOWN OF HUDSON Current [X] ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 07/25/2007 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner RIVERBANK O - RIVERBANK 304 CASCADE ST OSCEOLA WI 54020 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 865 HILLSIDE TRL SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 3.025 Plat: 11-022-ALEXANDER MEADOWS1STADDN 020-07 SEC 13 T29N R19W PT NW SE ALEXANDER Block/Condo Bldg: LOT 34 MEADOWS 1 ST ADDITION LOT 34 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 13-29N-19W NW SE Notes: Parcel History: Date Doc # Vol/Page Type 10/20/2010 925079 DEED 07/25/2007 856211 AGREE 07/25/2007 856210 11/22 PLAT 03/02/2007 845719 TD more... 2011 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/17/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.025 56,100 0 56,100 NO Totals for 2011: General Property 3.025 56,100 0 56,100 Woodland 0.000 0 0 Totals for 2010: General Property 3.025 56,100 0 56,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 1 ~ - ;88'99ZS Mt,8i/.90.005-- i -n -_--F ! ris T~7-d i .919 i \ .06'969 Ma8br90o1 y lZS q 69'96* -60'OTZ - - - 1r A - i ~5 -1N3/Y3sd3 ! ~i N I g r. m c~, y w ! ~ ' jam. \ r. 5;x 69 9 (ter/:90 Z • T,•8 0 fix U, C)l % /4 X14' ~N pt 0\ \ B\ Or.607 s C, 4 TIP 9L~ \ \ des. ~cj' W C \ ;1.: ; S0038'49'W 449.46' l 't9 C 1 py't6 , / 0*36 S v #2035 OiL EV LUATION REPORT Department of Commerce in acl+ th Comm 85, Wis. Adm. Cody, Page 1 of 4 Division of Safety and Buildi s 0.11 0 Steel's Soil Service 01 Attach complete site plan on pape not less 2 11 inches in size. Plan must County St. Croix include, but not limited to: vertical a d reference point (BM), direction and percent slope, scale or dimensions, row, and location and distance to nearest road. Parcel I.D. Pendin Please print all information. Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location LaCasse Development, Inc. Govt. Lot na NE1/4 E1/4, S13, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Nam or CSM# 573 Cty Rd " X 34 na Alexander Meadows First Addition City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road Hudson WI 54016 715-381-5405 Hudson Alexander Rd. ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: na Parent material Stream terraces and pitted outwash plains Flood plai elevation, if applicable na ft. General comments Mound design. System elevation OV. based on contour line Oft minimuum of ,inches ASTM33 mound sand. Boring 4-5 6 and recommendations: are a adendumm to the original soil rep rt. F 1-1 E] Boring # ❑ Boring 16117I 11 Pit Ground surface elev. 90.30 ft. Depth to limiting factor 48 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-48 10yr4/4 none sI 2msbk mfr gw if .6 1.0 2 48-75 7.5yr4/4 c2d 7.5yr5/6 sl om na na na .6 1.0 Boring # ❑ Boring [:-j Pit Ground surface elev. 90.30 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-33 10yr4/4 none SI imsbk mvfr gw lc .4 .6 2 1 33-40 7.5yr4/4 none Is osg mvfr gw na .7 1.6 3 40-80 7.5yr4/4 c1d 7.5yr4/4 scl om na na na .0 .0 * Effluent #1 = BODS> 30 < 220 /L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699150th St New Richmond, 54017 11/21/2006 715-760-0347 140- y~ SBD-8330 (R07/00) •Property.Owner LaCasse Development, Inc. Parcel ID # Pending Page 2 of 4 ❑ Boring F3 Boring # ❑ Pit Ground surface elev. 85.85 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-20 10yr4/4 none sl lmsbk mvfr cs lc .4 .6 2 20-36 10yr4/4 none sl 2msbk mfr gw lc 0.6 1.0 3 36-60 10yr6/4 c2d 7.5yr4/4 sl om na na na 0.2 0.6 F4 ❑ Boring Boring # ❑ Pit Ground surface elev. 97.40 ft. Depth to limiting factor 2p Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence ound Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 1 0-6 10yr3/2 none sl 2msbk dfr cs 2f 0.6 1.0 2 6-20 7.5yr4/4 none Is osg dvfr na lvf .7 1.6 This Boring was done to satisfy a Zoning requirement 10/24/2011. ❑ Boring F-s Boring # ❑ Pit Ground surface elev. 99.30 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-5 10yr3/2 none sl 2msbk mfr cs 2vf 0.6 1.0 2 5-12 10yr4/4 none Is osg mvfr cs lvf .7 1.6 3 12-26 7.5yr4/4 none Is osg mvfr gw na .7 1.6 4 26- 7.5yr4/6 c20.5yr5/6 Is osg mvfr na na .7 1.6 This boring was done to satisfy a Zoning requirement on 10/24/2011. " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BODs < 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 Property owner LaCasse Development, Inc. Parcel ID # Pending Page 3 of 4 r F Boring # ❑ Boring ❑ Pit Ground surface elev. 97.40 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/2 none sl 2msbk mfr cs 2vf 0.6 1.0 2 12-16 7.5yr4/4 none grls osg mvfr cs lvf .7 1.6 3 16-26 7.5yr4/6 none Is osg mvfr na na .7 1.6 This boring was done to ratify a Zoning requirement on 10/24/2011. F-1 ❑ Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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 STEEL'S SOIL SERVICE 3 of 3 David J. Steel LaCasse Development, Inc. 1699 150th St. CST-POWTSM NE1/4,SE1/4,S13,T29N,R19W New Richmond, WI 54017 Lic. #248956 Town of Hudson, St. Croix Co. Direct 715-760-0347 Alexander Meadows First Addition Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N / 1" = 40' I ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El 0.00 ft /~Z _ f F Top of 3/4" pvc pipe = Borings Boring Elevations B1= 90.30 ft B2 = 90.30 ft b~ B3 = 85.85 ft B4 = 97.40 ft B5 = 99.30 ft -~B6 9 Z.0 ft 4~j 7 \ Gcf 7l~ ~~4 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must yCount xo / include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Properly Owner Property Location e,~LJ f~I( c- GovL Lot 0/0 11~ 1/4 S,3 T Z N R E ( } W 42 142 Propertyes Mailing Ad ss Lot # , I'Block # Subd. Name or M# 3 L~! City State _ Zip Code Phone Number ❑ City ❑ illage Town Nearest oad fsv ( ) L . - ~ I - ;Z7"d New Construction Use. Residential /Number of bedrooms Code derived design flow rate GPD .000 ❑ Replacement ❑ Publ' or commercia lam- De 'be: Parent material(ry1 .4,ZA Flood PI in elevation if applicable ft. and recomunttendaertdatiorts: General rti v~tion--- ex b S A, eAie System TypeSystern El9 4 ng # 3 Pit Ground surface elevf ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flr i In.. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 D"6 r l2 S' s12 ❑9 # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 • Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mgJL ' Effluent #2 = BOD 30 mg& and TSS 130 mg/L CST Ntlr'fna (Please Print Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address 6-5 Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516