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HomeMy WebLinkAbout020-1002-50-020 (2)Wisconsin tilepartment of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division ' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Johnson Land Develo ment LLC Hudson, Town of CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION n ELEVATION DATA TYPE MANUFACTURER /~r CAPACITY Septic ems.. ~~ 1~ Dosing vw~b `~~ t0 S~ I n /~ +Qo La Inc, sZ Holding TANK SETBACK INFORMATION TANK TO // P/L Ga9~" WELL BLDG. Vent to Air Intake ROAD Septic ~~ ~ /~ rT ~ / ~~ Dosing ~ -70 ~~ ~ 30 J 3a ~' Aeration Holding PUMP/SIPHON INFORMATION Manufacturer L Demand ~ c~ 5 GPM Model Number ~ ~~ TDH Lift Friction osst System Hep~ ~J TDH ~ ~t 7 a 7 Forcemain Lengt Dia. / Dist. to Well h SOIL ABSORPTION SYSTEM County: St. CfOIX Sanitary Permit No: 515048 0 State Plan ID No: Parcel Tax No: 020-1002-50-020 SectionlTown/Range/Map No: 07.29.19.5A20 Jam, 35 STATION B~~ J _ Fli FS ~ ~~V. Benchmark ,~ a ~ ~' S.3S ~D?~ ~~Z.S Alt. B t ~ Go /, 95 ~• C 7 Bldg. Sewer ,7.,` 7 SUHt Inlet S•~ ' SUHt Outlet ~ Dt Inlet 7 Dt Bottom fZ. ~ 75 as Header/Man. a ' ~ (/ ' 9 Dist. Pipe $ • Bot. System 9..7 q r Final Grade ~' ~ ~3. St Cove,' /I ~L a S ~Q BED/TRENCH DIMENSIONS Width / Length/ / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth `~ 3 9~1 j, 9o Z 1ifeKc.~ .-,~,- SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: nn . (~ ~ INFORMATION CHAMBER OR .~I~ / TypeQ~^Utem: , ~ /1 /~ Z y ~~ ~~ UNIT Model Number: Q ~ : ~ n G DISTRIBUTION SYSTEM 4....11. Header/Manifold/ I/ Distribution x Hole Size x Hole Spac XX Length ~U Dia ~ Pipe(s) ~~ Length ` Dia ` Spacing _~ x ~!'p SOIL COVER x Pressure Svstems C)nly xx Mound Or At-Grade Svstems Onlv a-'ti~l~ Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched Bed/Trench Center ~, 5~ ~ Bedrfrench Edges ~ Topsoil ` ~~ O No +. Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~/ f ! / O ` Inspection #2: / /_ Location: 340 Krattley Lane H d~son, WI 54016 (SE 1/4 SW 1/4 7 T29N R19W) NA Lot 2 Parcel No: 07.29.19.5A20 1.) Aft BM Description = F~ I J ~.~J~t,~' ~~~W~" s a "` 2.) Bldg sewer length = 3V v ~+~"' ~ ~, ~ ~ ~ ~~ - amount of cover = i Plan revision Required? ^ Yes ~No Use other side for additional information. ~ Date Insepc is Sign re Cert. No. SBD-6710 (R.3/97) 3 L'o~f zZ = Yc5 ing Vent to Air Intake e~r~ef~ce.YW.gCnr Safety and Buildings Division County , 20I W. WaAhingtal Ave., P.O. Box 7162 ~ x ~' 1,- ~~ #~ ~ Madison, Wf 53707 7152 Saniary permit Number (to be filled in by Co,) ~ 5/ D Sanitary Permit Application State Transaction Nrtmber In aecordarwe with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate govemmaual unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Aepartmettt of Commerce. Personal iRfomtation you provide may be used for in ae+wtdarrce with the Pri law s. 15. 1 m stela. ~ project Addre~ (ifdifferent then mailing ) ~ ~ l~b ~fR~e ~ I. A iication Information - PieaAe Print All Information Property Ovmer-'ys--Nafne J ~j t/ G~ ~l/L'~~+/G' /-~ :,,,4/~. ~r=CJ L. /c' '~//1 2..~C/ ~./ # ~/~ l/~s~ j~ ~IJ~J'~ /Kl~.r ~V Property Owner's Mailing Address ~ RECEIV i.ocation < SA~-ZO ~/~'~' ~ c_~`, v~ ~~~ t City, State Zip Code Phorte Number APR 13 20 9 ~ ~~''~ ~J ~~' ~ ? R ~~ ^ E T~ ~~ N ; ". ii, Type of Bnildina (chock all that apply) o~i Lo ST CFt01X GOUN 1 or 2 Family Dwelling -Number of Bedroom ~ et+a ~ NNING & ZONING Ntgne ~ ~'`-- Block # ~ ~ /`~~ ^ Public/Corttmerciai -Describe Use ~bd : ~ o . ~ p~ City of ^ Sttte Owned --Describe Use / CSM Number ^ Viitage of LJ ~ ~" l.rt--uC..D t./ ZZ ~' Z ~ ~ ~G( ©Town of ~G6 ca eta' f Il. Type of Permit: (Cfteck only one box an line A. Compk#e liae B it applicable) A• New System Replacement TreattnenVlloiding Tank Itepiacemettt only thtter Modific~ion to Existing System (explain) ~_~, System A. Pettnit permit Revision Change of Permit Trtatsfer to List ~'~ Permit Number and Date Issued Renewal Before Plumber New Owner faL10R IV. T of POWTS S tem/Com neat/Deviee: Check ail that a Non-Pressurized [n-4round Pressurized In-around At-Grade Mound > 1rl in. of suitable soil Mound < 7A in. of suitable soil ^ Bolding Tank Other Dispersal Component (explain) Pretnravrrent Device (explain) V. D ersal/l'rea Design Flow (gpd) nt Area Intotnmation: ' ~ 1 ~ T l ~" Design Soil Application Rate( iapersel A Required (sf) Dispersal Area Pro ( gY Elevaliort Vl. Tank info i;apacity in Total # of Manufatnrtrer Material Gallons Gallons Units New Tanks ExiMistg TwdCS ~ ~ ~ ~ ~( ~ p ~ a Septic or !folding Tank ` a 5--~ ~~~1' ~ r ~. Dosing Chemlxr ~~ ~~Q ' /G .~G Y VII. Res sibility Statement- I, the aedrrAlgned, assume reapoadbflitY for iasfaAatioa of the POWT3 on the auacUed pirroa. Plumber's Name (Print! Plumbr's Si lure /MFRS Number Bttstttess Phone Number ---- ~ d 71 -3C ~~=~~ ~ f' ' ~ 7 GEiL<rv~ er .r ~J Plumber's Addre~ (Street, City, State, 7,ip Code) VIII Conn /De rtment Use On pproved _ t Permit Fce Date I Issui cart Signs rven R r t?enial S 75 oa ~ ~3 D q IX. Conditistpeaeona for Disapproval 3\ ~ .~ / p~(o~ ~f o ~, ~, r~e..~ ' J ~' , 1. Septic tank, effluent fiker and t ~"~ ~ ~ ~'~' ~ ~~"~~" -~- t dispersal cell must all be services /maintained ~~,G~~_ es per managemertt plan provided by plumber. ~ rr 2 AN ssibsck raqui(slttentA mt~ bo maintained i n,a~ p , AtMch to ea-apktc phao for' the tryshar ana sabralt M the Couwy Daly an paper cot kn tYovt A tR x 11 taeYeo fr otae SAD-5398 (lt. 01/07) Valid thru 01!09 ,~~» ~ ~Pv e 1~~~ ~~ a s~~~h`~~~ ~~ ~~ 33 ~ ~5 ~~ ~~ ,~~ ~~ T~.~ , h~ ~ a COPY ~r'~/C~ ~ ni ~~~~ ,~ .~O~~So-y ~-c~-..,c/~ ~-~C~..~~~,~/rlricJ`~ ,C.~~`,2. G.~~ f!u-~Sp..~J /3~n,~ ia~. S ~~~ s >~ s~.F~ w ~' ~~ ~~r~z~~ ~~~~ ,« Wisconsin Department of Comr Division of Safety and Buildings RECEIVED AUG z 8 2Uu8 ST. CROIX COUM~~L . ~nNIN.G OFFLC~- 'AL T EPORT Page ~ of 3 ~n~~ vv, rrw. nv~ COUnty ~~~ ~ Attach complete site plan on paper not less than 8 112 x 11 inches in size Plan mu /4`- . indude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. D~ U'~UD (f,- f 6-(~(~ Please print all information. Revi by Dat Penconsl iMortnation you provide may tie used for secondary Purposes (Privacy Law, a. 15.04 (t) (m))• ~.~ c v` Property Owner PropeAy Location f~ ~ ~ ~ Govt. Lot S ~ 114 ~1/4 S T ~ ~ N R E (or W Property is Mailing Address ^ ~ Lot # Block # Subd. Name CS _ / / City State Zip de Phone Numbar„~{~ o C ~ Ci(y ^ Vil ge own Nearest Road } ~ / r~ .. Construction Use. esidenidal / Number of bedrooms Code derived desgn flow rate y , GPD ^ Replacement Public or Comm I -Describe: __~ __ _ __ Parent material ~ ~'"~ - Flood Plain elevation ff applicable _ 1 .' ~ft. General comments and nrc~nrrnendations: y',(3t~/'t7 ~~ ,~, ~'~c~XJ ' „y 1 ~~ , -~~i (Y System Typ ~5 System Elevation • ~ ® # n9 ~~ BOri it Ground surface lev. ~ ft. Depth bo limiting factor `"`~ in. Soil ication Rate Horizon Depth Dominant Redox Description Texture SUucture Consistence Boundary Roots GP D/ff in. Munsetl Qu. Sz Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 0-~ ,-3/ S ~ ~'~~- off.,,.. , ~C7 Z„ -3 Z ,, y-~ ~ frt ,~ ,i . !J'O' it Ground surface lev. ~~ tG Depth to limiting factor ,..~~ in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsetl Qu. Sz. CoM. Color Gr. Sz. Sh. 'Eff#1' 'Eft#2 ~ -3b 0 . ~ C ~ ~ cJ _ _._---- S ~ ~i ~ -7 ~ ,2 • Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < • Effluent #2 = BOD < 30 rrrg/L and TSS < 30 mglL CS'C DtarnS (Please Print] CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401. ~r~~i-- ~~ 715-246-4516 Properly Owner Parcel ID # Page of Boring Boring # it Ground surface elev. ft. Depth to IirrniGng factor ~~_ in. Soil ication Rate ri ti R D d Texture Structure Consistence Boundary Roots G Horizon Depth in. Dominant Color MunseA p on esc ox e Du. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eft#2 Z U ~-"~ c ,f 3 ^ pit Ground surface elev. ft. Depth to limiting factor i^• Soil ication Rate Horizon Depth Dominant Redox Description TexWre Stnuxure Consistence Boundary Roots GPDlff in. Munsell Qu. Sz. Cont. Cdor Gr. Sz. Sh. 'Etf#1 •Eff#2 ^ Bonng ~~ # ^ Pit Ground surface elev. ft. Depth to limiting factor in. ~ Rate t T Stnx~ue Consistence Boundary Roots GP O/(t< Horizon ')epth an. Dominant Munse9 Redox Description. Qu. Sz. Coat. Color ex ure Gr. Sz. Sh. . 'Eff#1 'Eff#2 • Effluent #1 = BODs > 30 < 220 mglL and TSS >30 <_ 150 mglL ' Effluent #2 =BODE <_ 30 mglL and TSS _< 30 mglL 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. seo-s~~o (rt.bioo) ' y. Soil Test Plot Plan Project Name Johnson Land Development Shau Address 484 E. Cove Rd. Hudson Wi 4016 Lot 2 Subdivision SE 1/4 S W 1/4S 7 T 29 #226900 Date s/20/08 N/R19 W Township Hudson Boring ~ Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe Ov System Elevation 95.5/95.4 *HRpSame as Benchmark Alternate Benchmark Top of steel Fence Post ~ 102.5' ~~~ N ~~~ CJ~ God ., 5£PTIC TANK ~ PUMP CHAN( o't~Im F?~lfi~!~ ~EC,"+I'I~iN P.I3D- SPECIFICATIONS 4++ CI VENT PIPE 12" MIN. ABQU~ ~-~? ~. ? 25' FROM DDOR, WINDOW OR I"RE8~3 AIR INTAKE :` FINISHED GRADE ~." CI RIS~~.... ;... '' 1g" IN. g~+ MAX. INLET ',. ,,. WATER TIGHT SEALS APPROVED 'IPE a' )NT4 S{ll.iD ~OiL PUMP OFF ELEV • ~, F~ , '~.' ~, a ~t~aTHERPRQOF JUNCTION $OX WITH CONDUIT i~ f ~ ~ 1 ~~ ~' ~ , Wig" + ti TIGHT+ SEAL + ~ ALM + ON ~ ~ ~ ~ ,dOFF 3" APPRQVED BEA~1I~ u~~ ~"~ SEPTIC / DOSE TANK MANUFAGTURER: ~~~~'e-~ TANK S12E5: SEPTIG 1~"~a 0 GAL. GAL "' DOSE . _... ALARM MANUFACTURER: ______~ MODEL NUMBER : ~~ _,_~ SWITCH TYFE : ~E=~~_- p~ MANUFACTURER : ~'~ -- MODEL NUMBER : P d WITCH TYPE: m~~~ - APPROVED MANHOLE COVER W/ PADLOCK ~ •WARNING LABEL ~~,+ MIN. ~ ~t JQItdTTS WITH APPRUVED PIPE a' o~ro SQI,iD S03t ~~ RISER EXIT PERMITTED ONI IF TANK MATIUFACTUR£R HA5 APPROVAL CONCRETE PRD ~~, I3~~ES PER DAY : ~yQ~ Yt~i~~ INCLUD:.NG j~'4~ GAL. pI,pWBACK: __,~______._.._ INCHES = y~^GAl g ~ 2! INCHES- = ~ ~. GA; C ~ INCHES = ~ GA D ~ INCHES = ~~ GA 5 16.23 k RE UTRED DISCHARGE RATE y~ GPM ~u~£~ ~ A~R-RM WIRING AS PER ZLHR Q J e~., FEET VERTICAL DIFFERENCE BETWEEN PtIMF p~~ ~~~ ~~~~'~~~UTION PIPE --- 2 -~ FEET + MINIMUM NETWORK SUPPLY FRESSURE ~ ~ ' ~ • "'~- FEET P~,~C'~TON FACTOR + FEET FORCEMAIN X ~O.FT~~,pQ ~'~ FEET .x.52-- ~~~~~ .~~~AM~c HEAD ~5 DIAMETER QF PUMP TANK: L~~d WIDTH, ~:~.,,.,! ~ INTERNAL DIMENSIONS 3~__g ___.. ~ ~ CY~L pee DATE: SIGNED : c" ~eJ~ GOULDS PUMPS Submersible Effluent Pump ~~ 3O / I EP05 APPEICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: 31a'"maximum. • Capadties: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1'l:' NPT. • Mechanical seal: carban- rotary/ceramic-stationary, BONA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. •EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord:l0 foot standard length,1613 SJTOW with three prong grounding plug. Optional 20 foot length, 1613 S1TW with three prong grounding plug (standard on EP05). • Fully submerged in high grade turbine oil for lubrication and effiaent heat transfer. Available for automatic and manual operation. Auto- maticmodels include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller. Thermoplas- tic Semi-open design with pump out vanes for mechanical seal protection. METERS I FEE 101' a ~ ~~ x tJ 6 s 0 a 4 0 ~ 3 z ^EP05 Impeller. Thermoplas- tic enclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for effident heat transfer, strength, and durability. ^ Motor Cover. Thermoplastic cover with integral handle and float switch attachment paints. ^ Power Cable: Severe duty rated ail and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING ~' Canavan Standigds Assoda6on (CSA listed model numbers end in "F" or "C".) Goulds is rsfl9aot ~. ®2000 Goulds Pumps Effective February, 2000 83871 0 2 4 6 B 10 12 m~/h "'PA`s Goulds Pumps ITT Industries p iu ~~ -- ~:.~~~ ~~ 3~6 --lac z_ (~'A:r) YAM ; ~I P ~~cd.J >~~ ire c,. ~~~~•~~~~ ~~ ~-~ ~c~ ~~~ i~~ ~~ ti~~~i't~~ ~~~~~ M~~ LOGATEC 1N PART t7F THE NE 114 OF THE SW 1!4 ANDlhI PART OP Tf1F ~ ,/4 CF •~ 3W 1;4 OF SEC77pN 7, T2aN, R74W, TOWN'DKHtlD50N, Sf. CRC+X COUNTY, WISCONSW, FlCLUDiNq LOT 1 OF A CER'ttFlEp ti(JRykY MAP lIECdRDED 1N YOII'ME 3, PAGE 90ti AT THE 8T. CpODi t,CUNTY Rr~3l6TliR OF CEE7S OPFfCE, NWP Not~,Nt~a, t,~, 4a{ iASTCOVE RD. Nt.rDSON, w+ 94at a ~tJZfrVE''~'t1R: TY R, t)S740E S b N LlLNO sVRVGvIN0.1NC, 2azo !lNLCH 9tTtEHT 9U~,OT NUi72aON, Wllf}0ye cout~ Ta~anrcureere: er:r~Tr~t~~ 8tat• w Wbt>onv(nj County of 5k C~93 +, Cffaryt 8ifn4, bainp the duly , quaMA'+0 a~ aalnp tncwu»r d St ltoCc Catxay; 4a hereby cartNy that the r4vorda ~ my elder show r.a untod+~arrwe taut twits alnd no vnpalC ttllcb at tpeclai aasaaarrwn4 at ~ C~Mtlflva St+nroy ;¢p `~ titer wne inck+ded an LLr~it~tiD ROt1ND ,` yttEEti BtJRVtrY btapK h1NL t`OUNDALU1.aNl1M CgyNty a£G'ftOrv t:OFlNaR MONt7iNtit(f FOUND!" Ot7,'SIDE DNMETER fFION PPE ak71` QUT$tp@ DWMEI'Ep eY t8` L~'•~ ~& WEt3MtN01.,9 '~~ LYa. P91R utvEAR t-0OT FtltxvD,: ua` ovi s~ DtA11t6tER aiON PIPE RHCCRtAfiD YfiAwNQ AND/0~ DIBTANCe FEND PROPO99D DRIVE 9bROADWAY8EY9ACK I~.A a<p i+.d ~ ~ • ocatten the ca+rewofsaalwv Perya,uetetl henwn eDpeye to IN.w uaan honpetl Wtoa ate 1194 q aMttanw0 ti ~ ey !~ lurveY Praaind by JrMa BMrortat on ~' ~ survey, Yaeed M marrVa~~abWaY et ~u0 ~ tn. tiro., ens va tMa that w Wbey~uwX ewveye wttwh the eactlon af4p Mata-tM sknaiw toolMon, t bele+w that the oerxw a y ,-~.~ ~ satdtlan has bwn aaytblNMttl tu+a Wareftlee ~ S a matnematlcal Degtlnn baeetl oA rtatpht ~it ~ line a,easuremant attNeKtlon E/Nveen p epptNRt duartsr OOMM. SCALE fN F~1' 864328 lU-THLE:N H. MAl3A REGISTER t)P OEEDS ST, tROIX Cb.,11I RECEIVt;p F41I? gip 11/17/ypQ@ Gg; e~ ~RTlazft! SutvEY r~ YOI: l3 PAGE: 5589 REC FEE; 13.00 CCQY FEE; 3.0p PASS: 2 ~~ ~t 3YCOR. sEC. ;', 'laN,Rtaw VDt 13 Page 5508 $ ~~~~"~°"' EACN PARCEL BMOYYN ON THq t+1AP !! 8tleJECi TO STATE. CCUNtY aN0 C ~ rOwNaNli !Aw$ Flt!L~S AND RCGIUV YICNtt p,E., Vi'!:'t1atYD9, A41NtMU1J t.or sfz~, ~ACCese TO -Al~CE~ FTC,) ttE,FO~ PtatcNt•slNt~ oR Yn+s aasTRUaeNr Dw~Fr~D ev: wuuAae KArta ot~~ AN ~ Taw~N o M~uD9o'~ urn A~a?vt~L~. ~ ~ai»rY zawN© .ioeNO.a4~rs DAns:,t,rtappoe S~IEET 1 4F 2 CERTIFIED SURVEY MAP LOCATEO IN PART OF THE NE 1/4 OF THE SW 1/4 AND IN PART OF THESE 1/4 OF THE SW 1/4 OF SECTION 7, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN, INCLUDING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 3, PAGE 805 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. PREPARED FOR: SURVEYOR: NWP HOLDINGS, LLC. TY R. DODGE 484 EAST COVE RD. S & N LAND SURVEYING, INC. HUDSON, WI 54016 2920 ENLOE STREET-SUITE 101 HUDSON, WI 54016 SURVEYOR'S CERTIFICATE: I, Ty R, Dodge, Registered Wisconsin Land Surveyor, hereby certify that by the direction of NWP Holdings, LLC, I have surveyed, divided and mapped part of the NE 1 /4 of the SW 1 /4 and part of the SE 1 /4 of the SW 1 /4 of Section 7, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin, including Lot 1 of a Certified Survey Map recorded in Volume 3, Page 805 at the St. Croix County Register of Deeds Office, described as follows: Commencing at the West 1/4 Corner of said Section 7; thence, along the north line of the SW 1/4 of said Section 7, N89°24'S2"E a distance of 2563.53 feet to the center of said Section 7 and the point of beAinninct: thence, along the east line of the SW 1/4 of said Section 7, SOO°13'45"W a distance of 2366.88 feet; thence, along the centerline of Krattley Lane as formerly located, S89°10'56"W a distance of 329.88 feet; thence, along the east line of a Certified Survey Map recorded in Volume 2, Page 437 at said Register of Deeds Office, N00°01'00"E a distance of 405.11 feet, thence, along the north line of last said Lot 1, S89°56'01"W a distance of 250.12 feet; thence, along the west line of last said Lot 1, SOO°00'10"E a distance of 408.39 feet; thence, along said centerline of Krattley Lane, S89°10'Sfi"W a distance of 149.1 O feet; thence, along the east Nne of the west 1839.79 feet of the SW 1/4, NOO°18'42"E a distance of 2369.89 feet; thence, along said north line of the SW 1/4, N89°24'52"E a distance of 725.51 feet to the point of beginning. Containing 37.200 Acres {1,620,437 Sq. Ft.). Subject to right-0f-way of Krattley Lane along the southerly side of the above described parcel, and subject to all easements, restrictions and covenants of record. I also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin statutes and the land subdivision ordinance of St. Croix~Qunty and the Town of Hudson in surveying and mapping the same. „z4:~•r•rw;;J„• Ty ge RLS X2484 (S & N Land Surveying) Date - `,~ .. ;~;~ ,;t, ~` ~~C VILLAGE OF NORTH HUDSON CERTIFICATE _ `'•'~~ ~,-:c4iik The Certified Survey Map for NWP Holdings, LLC in the Town of Hudson, is hereby ,;;.t,y„ LAKE. approved by the Village of North Hudson. ` - Yi: ~„ /-, Larry Larsen, Date Gloria Troester, pp~Y ~ Village President Village Administrator 1~MrMIMq i Z,eek~ , ~-~-~ ~ t -13 -O~ NOV 1 4 2008 (889°a6'a8°E 260.0'} If rxSt refFrl~iVd,within 30 dav~`58'32"E 245.37' 32.83'- ~ N89°58'32'E 147.01' N LOT 1 ~'' 1.280 ACRES I R~ 55,751 SO. FT. ~ 1.075 ACRES j 46,837 SO. FT. I ~ EXCL. R-O-W I I~ i rni irn ~ ~ ~ ~ ~ i ~ E ~' N ~a '~ ~' 75 1 I I 1 I d®4 9 ~2 T Q ~ s IT 1431° °VOU~ ----- ~ I I ~ SBD'88'if ~d Y60.0: /i I c I i I I I R ~~ 'I I I I ~---- ff3ff$Q I~D_C~~/ ~I~t~ - i~ ---~------- 'Q ~ m ~~ wl~o m :z A~~ ~ ~~,~ Q P31v o 'p w rn l1 `~ N89°58'41 "W ~'~.~ i^ ~ \ •' I CENTERLINE- OF~- S88°10'58"W Y49.1 O' KRATTLEY LANE AS ~~~~~ ~~~~~ FORMERLY LOCATED - - - - - - - - - EXISTING CENTERLINE OF KRATTLEY LANE THIS INSTRUMENT DRAFTED BY: WILLWM KANE DETAIL :NOT TO SCALE 2 oi,1~JB NO. 6427-03 DATE: 10/28/2008 d void ~ ~ ~ LOT 3 ~( ~ 1.014 ACRES ~ aa,158 So. FT. ~- ~ N89°58'32'E 244.70' LOT 2 1.313 ACRES 57,205 SD. FT. a ~ 1.014 ACRES f ~ is ^' y 44,157 SO. FT. ^~ ~ ...EXCL. R-O-W ....... ~l .. ' .-20.07' 1 244 05' ~- . S88°25'28"W 284.12' ~ ~ 94.4.87' ,- S89°10'56'W 329.88' U1VlL~° P Ir 15i]° ~®~°"D 1~ I~ I~ 1 I~ I~ I~ I °_ I~ I~ I~ IP I~ I~ I~ I~ I OD I~ SHEET 2 OF 2 Vol 23 Page 5588 Parcel #: 020-1002-50-020 04/13/2009 02:21 PM PAGE 1 OF 1 Alt. Parcel #: 07.29.19.5A-20 020 -TOWN OF HUDSON Current ^X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 11 /17/2008 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -JOHNSON LAND DEVELOPMENT LLC JOHNSON LAND DEVELOPMENT LLC 484 E COVE RD HUDSON WI 54016 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 340 KRATTLEY LN SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 1.313 Plat: 5588-CSM 23-5588 020-08 SEC 07 T29N R19W PT SE SW CSM 23-5588 Block/Condo Bldg: LOT 02 LOT 2 (1.313 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 07-29N-19W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 11/20/2008 884558 QC 11/17/2008 884328 23/5588 CSM 09/17/2008 881523 CT TR 09/17/2008 881522 TD more... nnnn c~ ~nennnw Bill #: Fair Market Value: Assessed with: Valuations: Description Class Acres 0 Totals for 2009: General Property Woodland 0.000 0.000 Land Improve 0 0 0 Last Changed: 12/04/2008 Total State Reason 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 .~ OwnerBuyer _ Mailing Address , Property Address ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM ~~ !-0 1 ~ v G~. ~- -c ~ L Gt h ~ ~ l~ d s cvi (,{~ ~ 5 '1 ~ f (Verification required rom Planning Department for new construction.) City/State ~ ~ U (~ ~ h W 1 Parcel Identification Number ~~~ ~- z~ LEGAL DESCRIPTION Property Location S ~ %a , s ~ %4 ,Sec. ~ , T a-~ N R ~ ~ W own of Subdivision ~~ Certified Survey Map # °v~ ~3 ~ ,Volume co~3 , Warranty Deed # ~~~i''S'S'~ ~ ,Volume , Spec house yes no Lot lines identifiable es no 'SO•7 Lot # a- # 55 • SYSTEM MAINTENANCE ' Improper use and maintenance of your septic system could result in its premature failure to handle waste .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. Owner ma' tenance responsibilities are specified in § Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Zoning Department a certification form, signe by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site astewater disposal system is in proper operating conditionand/or (2) after inspection and pumping (if necessary), the septic tank is 1 ss than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage dispos; standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, Stat Certification stating that your septic system has been maintained must be completed and returned to the St. Croix Department within 30 days of the three year expiration date. SIGNATURE OF APPLICANT OWNER CERTIFICATION Uwe certify that all statements on this form aze true to the best of my/our knowledge. Uwe am/are the property described above, by virtue of a warranty deed recorded in Register of Deeds Office SIGNATURE OF APPLICANT ****** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the reference is made in the warranty deed. c~ ~a-s~-act l system with the of Wisconsin. ;ounty Zoning `~ /-/~ DATE Her(s) of the _/_/_ DATE apartment. ****** d survey map if POWTS C)WN~R'ffi 11/~ANUrA~. +& MANAGEMENT PLAN pace ,____. of FILE INFORMATIQN O+n+ner ~" ri ~ n ~~...~~~ o Permit # ssua~r~en s>pEC~F~calnoNs t~ept}C Tank Capacity ~ as d al DNA 6eptic Tank Manufacturer ~ o ~S~„ ^ NA Effls~eRt Fitter Manufacturer p ~ ,Gd:t./~ ^ NA Efflus~r-t Filter Model ~.~$"~ ^ NA ~urnp Tsnk Capacity g O ~ gal ^ NA `pump Tank Manufacturer ~ ~~., ~e ~ ^ NA pump Manufacturer G O ~~ d ^ NA Pump Modal ^ NA iPr®treatment Unit ^ NA Ibl 3art~LGravel Filter ^ Peat Filter q ~Jlephenical Aeration ^ Wetland CI pieinfaction ©Other: pipgereal C811(s} D 1VA (~ In„Ground (gravity) ^ In-Ground (pressurized) © At-f3rade Q Mound ~ Cfr~p=Line ^ Other: C-th~r~ ' ^ NA tl'i~r;' ^ NA ether: ^ NA QESION PARAMETERS Number of Bedrooms Q NA Number of Ptablic Facility Units ~[ NA Estimated flow (average) +~, O O allele Design flow Ipesk}, (Estimated x 1.5} b ~ C~ tIl/d8 Soil Application Aate 1/d tit? Standard Influent/Effluent C2uality ~ Fats, Oil & Grease {FOCI ~ Biochemical Oxygen Demand {BODE! Total Suspended Solids (TSS! Monthly avafsAd~; 530 mg/L 5220 mgllr ~ MA 5150 mgl Pretreated Effluent Quality Biochemical Oxygen Demand (BODs) Total Suspended Solids (TSS} Facai Coliform (geometric mean! Month}y avprs~® 530 mg/~. 534 mg/(, 4 NwR1 510" cfullQ4ml Maximum Effluent Particle Size YB in ells. Q iVA Other:' DNA +Jakres typical for domestic wastewater ano sepi+c rar+R a+11H4+r+~• MAINTENANCE SCHEDULE Service Event ` Service Frequency inspect condition of tank(s) At least once aYary: ^ month(s) {(ylaximum 3 years} ~ ~ year(s) DNA Pump out contents of tanks} ~` When cornf~ined sludi~e and slum equals one-third (Y31 of tank volume DNA inspect dispersal cells} ~' At leeat~ once every; ^ months} {Maximum 3 years} ~ ~ years} ^ NA ° ' i th( ~~ ^ - - Clean effluent filter At least once evQrY: s mon ~, ~ , ~year(s} ~ _ - !7 NA -_-_ - Inspect pump, pump controls & alarm At l6+aaC once every: ` ^ month{si ~-^ ^ year(s) O NA --- , - ^ th(s) .._.._.._. Flush laterals and pressure test At least prsce every; mon ^-- ^ year{sl ^ NA ) h( Q other: ~^ At least coca ever~r: s mont ,_,_ ^ year(s} _ DNA Other: ~ ^ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal ce{Is shall be made ~+Y an iC}d~vfdual carfyin9 one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sevaer; i~ClWTS Irisp®Ctor; PAWTS Maintainer; Septage Servicing Operator, Tank inspections must include a visual inspection of the tanktsl to identify any mia;aiing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and tp check for any back up ar pond'ing of affluent on the ground s onding The dispersal cell(s) shall be visually inspected to chersk the effluent levels in the observation pipes and to check for any p of effluent on the ground surface. The paneling of ®ffls.~ent an the grc-untl s4r~ece may indicate a tailing cond'+tion and requires the immediate notificatlan of the local regulatory authority;. When the combined accumulation of sludge and sau111 in ar~y tank equals une-third lY3} or more of the tank volume, the entire contents of the tank shall be removed by a Septag~ $efv}b(ng Qparator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluanl flltar:4, mechanical or pressurized components, pretreatment units, and any servicing at intervals of st 2 months, ~ha11 Ise performed by a certified POWTS Maintainer. A service report shah ba provided to the local regulatory authority. within 10 days of completion of any service event. Page _~_. of . _.._... BTART UP AND OPERATION Por new construction, prior .to use of the PDWTS dhi}p that may impede the treatment process and/or d8tfr#!~~ of the tankts) removed by a septag® servicing opal+ak~l System start up shall not occur when sail condition poring power outages pump tanks may fill above npl discharged to the dlapersal ceilisi in one large dodd~ effluent. To avoid this situation have the contents ~ power to the affluent pump or contact a Plumbef restore normal levels within the pump tank. Oo not drive or park vehicles over tanks and within 16 feet down slope of any mound or : Reduction or elimination of the following from the PDWTS: antibiotics; baby wipes; cigarette butts!.. foundation drain (sump pumpi water; fruit and oil painting products; pesticides; sanitary napkins; tOtYi improve the pefformance and prokmg the life of the degreasers; detrtal floss; diapers; disinfectants; fat; ri grease; herbicides; meat scraps; medications; ail; ABANDONMENT `~ steps shall be taken to insure that the syatam is When the PDWTS #ails and/or is permanently takeFi i~Ut I~$ >lig~~~~ ~~~ ~SI!#~~~ng properly and safely abandoned in compliance with alttli' ~~~~y~~- ~,insin Administrative Code; • AN piping to tanks and pits shat) be disconrlit~t I~FiSI ~~if lli~il#Pi~d~ii Ripe openings sealed. ,: a The contents of all tanks and pits shall be rRullf~~ ~~ ~r~ty ell~~~sed of by a Septage sewicing Operator. • After pumping, all tanks and pits shall be q~~#~i~-~ ~a~hd hEMtl~ alt their covers removed and the void space tilled with soil, gravel or another inert solid malarial. CONTINQENCY PLAN !# the PDWTS fails and cannot be repaired the fcifl~>ilii(i~ i~~~eilfilis{ hAv~- ~~en, or must be taken, to provide a code eomplianl replacement system: ~, for the bcatbn of a replacement soil absorptoor D A suitable replacement area has been evgi ~ -~ ttl brl ~~~~~ syatam. The replacement area should be ISfE#t~ 1'ri~M1 iF1~tl~~tt~~ #nd compaction and should not be infringed upon b~ -walls. Failure to protect the replacement area wN required setbacks from existing and proposiitl st~ii~tui~, ll~~';' ~~ . result in the need for a new soil and site evii,~~~ibh to tioi~t~llp 1! I~la~#Abie replacement area. Replacement systems mus comply with the rules In effect at that time ': ; k ~ Qr soil limitations. Barring advances in POWT; Q A suitable replacement area is not availtt~l~ ~~~ '~~i ~~'~, ~: ~~.e failed PDWTS technology a holding tank may be insiallad ~~ ~ ~~~ 1'~~r'~ ~kl~~ AO The site- snot n evaluated to identl S alt . ~ >'}~ iE area. Upon failure of the PDWTS a soH and sill 1 t >I. If no replacement area is available a holding tens evaluation be performed to locate s ec4~it ~~ : ~~~~ may b ail s a fast resort to replace tf~i- ~elil~l# , i:~ in face following removal of the biomat at th D Mound and at-grade soil absorption systeli"I~ r~liy: ~-~ r~d~lt~-'i~ .;'~ , p iMiltrative surface. Reconstructions a# such ~Y~~!!i4s rtM14s~ iod~i~'~ v~h the rules in effect at that time. < <WA~tNiNO> > ~ . SEPTIC, PUMP AND OTHER TREATMENT TANKS ~~ I~ ,: , ~ ~ SES ANDlOR INSUFFICIENT OXYGEN. DO NO' ENTER A SEPTIC, PUMP OR OTHER TREATMENT '~~~.~ ~ ~~TANCEB. DEATH MAY RESULT. RESCUE OF ~ PERSON FROM THE INTERIOR OF A TANK MAY BS Ij~;,~t~ ,, .~ ~• afwTloNAI. coMMENTS _ , . POWT8_ iN$TALLER Name -- ~ 1 f1 ~ C. Phone ~ / ~' .-. 3 4' ^~ 1 a, l SEPTAOE SERViCIN>D OPPERATOR iiPUMP6~i) Name Phone ,grit tiiaitkl;4? ftlr the presence of painting ~toducta or other' chemicals ~~:. Itiai~rs~il ~irl~Ilsa) if high concentrations e"re detected have the contents %Ititii ~1M#illl'lltive aurfaee. I ~~ ~~~ ~Ffien Power is restored the excess wasternrater wi8 be ~~ ~` t~ ~~~~~ ~d may result in the backup. or surface discharge of ~ ~ , ~ f ;~~`~Iiit~filci~,by a Septage Servicing Operator prior to restoring a~!k~ ,'~ ~~iW'~~! assist in manually operating the pump controls to ~} t1i~11, ~~ I~~it~~'i~fsA pr terk over, or otherwise distttrb or compact, the area . _ 4 ,1:,EY 3a .f:.irl - ~~tp- This document was drefted in compliance wkh chapter Gomm >f~~FAi~~~ltdli1l~#~i~#Il Mrid ~~1,64(1i, (2i & i3), Wisconsin Administrative Code. - 1111111 IIIII IlIII IIIII IIII! IIIII 1111 llilil 1111 IIII * 8 8 4 5 5 8 1 State Bar of Wisconsin Form 3-2003 ~~,~5~$ QUIT CLAIM DEED KATHLEEN H. YdALSN REGISTER OF DEEDS Document Number Document Name ST • CROIX CD . , WI RECEIVED FOR RECORD 11/2012008 11:50AM THIS DEED, made between NWP Holdings, LLC, a Wisconsin limited liability QUIT CLAIM DEED company EXEMPT t ("Grantor," whether one or more), REC FEE: 11.00 and .Johnson Land Developmenti.i,E, A WISCONSIN LIMITED LIABILITX TRANS FEE: 113.70 t;nMpti~N ~ _ PAGES: 1 _ ("Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the Recording Area rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach Name and Return Address addendum): River valley Abstract & Title That part of the NE '/, of the S W '/, and part of the SE '/, of the S W '/, of Section 7, 1200 Hosford Street Hudson, wI Saot6 Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin described as Lots 1, 2 and 3 of Certified Survey Map recorded in Volume 23 File No. 2699755 oI'Certified Survey Maps, Page 55 8 , as Document No. 88G328 in the Office of the Register of Deeds of St. Croix County, Wisconsin. Part of ozalooz-so-ooo Parcel Identification Number (PIN) This is not homestead property. (is} (is noi) Dated September ~r 2008 NWP * Edward F. (SEAL) Member (SEAL) (SEAL) * * AUTHENTICATION Signatures, CMAHON authenti ated on NOTARv PUBtIG STATE ACKNOWLEDGMENT STATE OF WISCONSIN ) ) SS. St. Croix COUNTY ) Personally came before me on September ~~ , 2008 , TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Doug Berg 1200 Hosford Street, Suite 201; Hudson, WI 54016 the above-nar-~-'1/dycaf~d F. to known t e the pers who executed the foregoing inst ment d acknowle d thg same. ~~ ,v NotQry Public, State of Wisconsin ~ ~ ~ _ ~ ~ My Commission (is permanent) (expires: /~ (Signatures msy be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SIiOULD BE CLEARLY IDENTIFIED. Ql!IT CL.41N1 DEED ®2003 STATE BAR OF WISCONSIN FORM N0.3-2003 * Typc name below signatures. 1 of 1 RECEIVED - .. ~S~ ~~~~~ ~~ ~~ ` WisoonsinDepartmentof merdeUG ~ 8 Z~~u S IL E L N REPORT Page~of~ Division of Safety and Buildi gs ST. CRC1m~Q>~9P11~ wfth omm 85, . Ad C e County ~~ ~f- J~ Attach complete site plan ZO I G BFI ches in size. P mu indude, but not limited to: vertical and horizontal reference point (BM), diredio and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance tone est r G Z l~- ~dQ - ~(9-Q6(~ Please print all information. Review y Dat Personal iMorrnation you provide may be used for aewndary purposes (Privacy Law, s. 15.04 (1) (m)). ~~ L6f ~~ Properly Owner ~~ ~ j') ~ ~ ~ Property Location Govt. Lot f 1/4 f~a1 /4 S T ~ ~ N R E (or W Property is Mailing AJdI ress~ © t # # Subd. NameCSM# ~ City State Zip Code Phone Number f~~~r.. I (-t~ f I ~y t~l ~ ( ) City ~ VU ge own Nearest Road ~~ -~ i ~s~. ~~lfv ~. .New Construction Used _esidential /Number of bedrooms . S Code derived design flow rate ',~1' ~ ~ GPD ^ Replacement Public or comme I -Describe: _, ____. __- - -- -- Parent material ~ .~~~~ - •''°~ Flood Plain elevation if applicable /L'~~' ft. General oormieMs U~ and reoortunendations: / ~3~~~1~ y'~ s~ System Typed C~h//,,~~~°vc; ~ System Elevation / ..> r ~ ~~~ ` Boring # ^ Boring ~ ~ ~~~ it Ground surface elev. C_-=~-1t. Depth to limiting factor ~' Lam- in. Sal igtion Rate Horizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Caor Gr. Sz. Sh. 'Eff#1 ' Eff#2 / ' ~---_ ~ ,~ ,ti - ? , a Boring # . ^ Boring it Ground surface elev. ft. Depth to limiting factor/~ in. Sal lication Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z - 3 G s ~- t.J ~ 3 p- ----- j ~? e w/ • Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mglL CST Alarr>Q (Please Print) Si r CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 ~' ~~ _ ~ 715-246-4516 y Property Owner Parcel ID # Page of Boring Boring # it Ground surface elev. ~ ft. Depth to limiting fades ~,~ in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Olft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 l `~ 3iL ~ ~ ~~ ~ `Q ~. --z '~ s~ t% ~ - '' YJ '~-~ ~ 5~c yyt ~ !,!~ ~!~ . a coring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Coles Redox Description Texture Structure Consistence Boundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 =GODS > 30 < 220 mgll. and TSS >30 < 150 mglL '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. sao-sa;o pe.6roo> l . - ~ Soil Test Plot Plan Project Name Johnson Land Development Shau rd Address 484 E. Cove Rd. Hudson Wi 4016 TM #226900 Lot 3 Subdivision Date 8/20/08 SE 1/4 S W 1/4S ~ T 29 N/R19 W Township Hudson Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of /2" pipe System Elevation 95.1/95.0 *HRpSameasBenchmark Alternate Benchmark Top of steel Fence Post ~ 102.5' 2i ,~ csr~t c.~Y~-P.~'