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020-1439-06-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: $t. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 574340 0 (ATTACH TO PERMIT) State Plan ID No: GENERAL INFORMATION Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)]. Parcel Tax No: Permit Holder's Name: City Village X Township 020-1439-06-000 Peterson, William J. sin le Hudson, Town of Section/Town/Range/Map No: CST BM Elev: jinsp.BM Elev: BM Description: Z G G / 25.29.19.2732 TANK INFORMATION / ELEVATION DATA TYPE MANUFACTURER " 3 CAPACITY STATION BS HI FS ELEV. Septic �Z�d Benchmark �'� / 7 ! Alt.BM Bldg. Sewer Aeration A 3 Holding SUHt Inlet 6 C, 163 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/t{— Dt Bottom WELL BLDG. en Air Intake ROAD Dt Inlet \ Septic �, � \ Dosing Header/Man. 7, jj,�• f Dist. Pipe 7' T—/67. - I Aeration 7-1 L • �O Bot.System Holding S�1 /ate •� [Final Grade PUMP/SIPHON INFORMATION Low Manufacturer Demand Cover GPM Model Number TDH Lift Friction Loss System Hea Ft Forcemain Length Dia. Dist.to Well SOIL ABSORPTION SYSTEM PIT DIMENSIONS No.Of Pits Insid ia. Liquid Depth BEDITRENCH Width Length No.Of Trenches es DIMENSIONS _13 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: CHAMBER OR INFORMATION Type Of System: UNIT Model Number: cbv%O-c-,•o 3 AJ 11 c.)c44 CL ZZ�-ZZZall. . DISTRIBUTION SYSTEM x Holes Spacing Vent to Air Int ke x Hole Size P 9 Header/Manifo�i /if Distribution p Pipe(s) Length / Dia Length %--- Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At Grade Systems Only xx Mul ed Depth Over xx Dept ot� f roc SeededlSodded Depth Over / ` Topsoil \ s No Bed/Trench Center Lf. � Bed/Trench Edges � P _' Yes - 'I No inspection COMMENTS: (Include code discrepencies,persons present,etc.) Inspection p Location: 859 Prairie Meadow Drive Hudson,WI 54016(NW 1/4 NE 1/4 25 T29N R1 9W) Indigo Ponds ot 6 Parcel No: 25.29.19.2732 G� �,-- {— Gil/r�- a v`.. 1.)Alt BM Description 2.)Bldg sewer length= Z[ -amount of cover= r 6 qj revision l Yes No J I __ Cert.No.Use others'de for additionaIlnformation. Insepctol s ignatur SBD-6710(R.3/97) Date I/Uf U,l A-M J, OT N PROJECT AD SS 10662 Brookview Place Woodbury Mn 55129 NW 1/4 NE 1/4S '25 /T 29 N/R W T N Hudson COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE4/10/07 BEDROOM 4 CONVENTIONAL XXXX IN-GROUND PRE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 # of chambers 44 hk BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100° Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Well is to meet all SYSTEM ELEVATION 100.0/101.0 4' below qrade setbacks required by WDNR Plans Designed Using Alternate Benchmark Top of 1/2" pipe @ 99.0' Conventional Powts Manual Version 2.0 Scale is 1" = 40' unless otherwise 150' noted 2 13 / 5' from property line /o i z%0' B-3 Property Line Pro 4 �5 Bedroom �25' House � 2�' X 90' Cel s with>3' Spacing 15' ST 10' `-ee ►'%'�e 45' Cwt-It B-1 10, 16% Slope 25' * B-2 B.M. 15' A . Area of poor soils Vent >6„ Quick4 Standard-W of Cover Leaching Ch ma ber with 20.0 ft2 of Area Prairie Meadows Drive 4' Lon " 5.8A2/pair of end caps Long 12 Grade at System Elevation 34" y and DWWW b; 2D1 Safety Ave.,P.O.Box 7162 IS8Bk"PoDnkN="(wftwM m by Co.) o r�A\ N t yVl 53707 7162 /" AID G [ Permit APPUC e T m= d���s W.210.wie.A&&Cal*sabmiasim of �bo�o e)apQOpei�e ffi d pnbrbo obi$seal M� Noba P400 n�e r""Vold PC?WT3 ne � > (�f ditli�t�n n ads) die Depwbmi*d&d*=d Sereioa ftmm t b&wem Pm V -a be asod fw seoead W p its �i9tbbe r.t►'1 L ONner'e _ Post A� Parod e d• LLI� , db^ 4,` �--. irocseioe p„o�ey oVoaeMoli■s n a r stoat.Lot /) GSry. C� FmoNowber u l4. Secdoa II.Type et 4U sPP)y) Lat# ✓ Name oe 2 Fw-ft Dae —Nanbet Bedoo s Sd F l t3� (J(77�. vZ1 BJodc a C.'C� ❑PobtiolCos�—Desaiba es, CSMNoa*er ❑V mw of ❑Sub Orval—Deem o UP at lI(. Pera ft ( a*ors bey oe:lee A. CoMPW OW B if ❑Rgpb*owwg8y5k= ❑TmftwWMrwSTwkgeptee=&*0* ❑o6wMo onsoF io6S (om) oww list ppmiCNeobarsed ❑ B ❑pmced ❑ ❑ T oww 13f Id 2-a _r__ oR dad b4#wmd ❑pnmwiud b4mwd ❑ 0 Mamd>20 in.of=W*soil ❑Moved<24 k of mit*.b NA ❑ Teet [106wDivenACAMPaut a ` ❑ ( (� Dmiml%w(gpd) Dspasdanel d( i VI Tsnkc Leo Cspsoity m Toad 4 of GIBM thmis lTew Tom lb a c Od SepdaaHotogo6'1Sdc vnG tYe s ees i'I Mh Ws ABeess(sM94 ZIP Code 7V WJ-OM- r 4 Dete Agent S' ❑owmra;ftR=MforDead SYSTEM OWNER: 1.Septic tank,effluent filter and dispersal cell must be serviced/maintained CIO�n ��� yi� �1z4�. as per management plan provided by plumber. 9 All m1ieC �ub'J!� 8 :1 itiessain �� j as per applicable code/or finances. 2,ot V p ggD.639S(R.l Ul l) Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 8/12/14 Owner:William Peterson Location: NW 1/4 NE 1/4 S25 T29 N,R19W 859 Prairie Meadows Drive Hudson In-ground absorbtion system(conventional) Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintanance and Conte ncy Plan 7. Filter Specifications She , 8-10. Soil test �� Signature License number#�rX00 PLOT N PROJECT B AD SS 10662 Brookview Place Woodbury Mn 55129 NW 1/4 NE 1/4S 25 /T 29 N/R WT N Hudson COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE BEDROOM 4 CONVENTIONAL XXX IN-GROUND PRE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 # of chambe s 44 kk BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Well is to meet all SYSTEM ELEVATION 100.0/101.0 4' below qrade setbacks required by WDNR Plans Designed Using Alternate Benchmark Top of 1/2' pipe @ 99.0' Conventional Powts Manual Version 2.0 Scale is 1" = 40' 150' unless otherwise noted A 5' from property line 60' B-3 Property Line Pro 4 Bedroom 25' House 15' 10' 2-3' X 90' Cells with>3' Spacing ST 45' B-1 10' 16% Slope 25' * B-2 B.M. 15' A . Area of poor soils L >6„ Quick4 Standard-W of Cover eaching hamber ith 20.0 ft2 of Area Prairie Meadows Drive Aft^2/pair of end caps 4 LonGrade at System Elevation 34 Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber To be >1' above grade 5.6ft 2 pair of end plates Finish grade elevation Typical Installation 104' Vent Grade Vent 3' 4" 3' A/30/34 Septic Tank 5' Long 1 5' 5' Long 1" Grade at System Elevation 36, Grade at System Elevation Spacing 5' 2-3' X 90 ' Cells Same on other end Observation tubeNent At end of cell A B 22 chambers per cell System elevations: A_101.0' B 100.0' POWTS OWNER S M ANUAL. &MANAGEMENT PLAN MUM T r Tank Mdrxer �' O NA Permit# O Dose ❑Hiolcding Vdums��S (9ah 098M P Tank Manufacturer: ` Number d Bedrooms: 0 NA 0-Septic 0 Dose 0 Hokfing Volume: ttlan Number of Pudic Facility Urfts: [_NA Vertical D Tank Boucm(s)to Service F'ad J ttt) Flow: ' . ( Y) Hotwitd Distance T s)to SMICe Pad: / (ft) EsOmaled( ) n9 Manic moat be provded X vertical is%46 feet or Design(peak)Flow-(esdnwted x 1.5): 6 Glf (t1�Y) fi horizonMl is 3,150 feet. Spate bwruotions to be. on back. '� E96IMSy�y Effluent Fflter Manufac : In Situ Soti Appfic�on Rate: � p NA Standard(Domestic)N�1luentlEflluent Monody average.. Effluent Filter Model: Fats,01$Grease (FOG) 63040t Pump Maw. "True ONA Model: . Tow gifaw"Sam(M) ;C150ftwL High Strength InRuenVIRMUeM Monthly average Pretreatment Unit (FOG) 40 rnW . Manufacturer: >220 mglL ✓ p Aeration O P Faler :0 5D 0 biswecdon 0 weld Pretreated Eftt wd Mantny 0 awxYemvd Filter 0 Omer: (1300s) 930 mg/L soil Absorption System (M) s3u mgti (gm*) 0 W Ground(v�um) 0 NA Ford Cditm mean 910` AtGrads 13 Mound Maximum Effluent Particle Sias 16 in dia. 0 NA ❑Drip-Line 0 ochr Other: iVA Otl . 0 NA 9ervioa Evrsrrt t3ervice Pump out of tanks) corrrbined 9lutlge and scum.equals one-tfiird(1S)of tank volume p the t+gh water aterm is activated Inspect condition d tanks) -At least once every: m°"d L 3 ) O NA Irwped dspersal call(0) At least once every: x1011 s) (M ) NA Clean of luent Eater At least once every: sj> O'NA inspect pLonp,pump cods 8 alarm At least onowevery: DO Y91) Flush laterals and pressure test At least once every:. 0"r°�(s) NA 1°r At Iaril once.every: 0 ON-W � Other: NA MAINTENANCE M WITNICTUM Inspecdlons of tanks and sail absorption systems shah be made by an individual carrying one-of the licenses or cerNmIlons: Master Piumbw, Mauer Plumber Red*tad.Sewer, POWT'S Inspector. POW-M Mmfftr r or Septage.ssrv"Opwator Oxnw)• Tank inspwo=must.include a V*W inepec*m d the tanks)to•Wkm*any missing or broken hardware,WangfY any credos or acs, measure the vdw"of cornhined sludge wW scum and a dtedc for any back up or porting of efteM on the ground surface. The soil absorption system shah be visuaigr knpected to check the afto t tevete in the o xwmdon pipes and and to check for any pondng of effluent on the ground surface. The porgy of eft on.the Wdund surface may indicate a failing condition and requires the immediate no0caflon of the local regulator auft t . When the combined aceunnuttion of-sludge and sorer In any treatment tank equals orw4ft(1j)or more of the tank volume,the enflre oontents of the tank shall be removed by a Septage SwAdng Operator(pumper)and diced of in accordance with chapter NR 113, Vllisoonstn Adnirdstrafte Code:* ' All corer seMces. but not kWWd•to the servicing d aMuent Stare,medmrAcai or wed components,pretreatment units' and any servicing.at intervals cf 512 motes,shall be performed by a certified POWTS MdnUdner. A service report shaE be provided to the loot MUIStcry.autfiority withn 341 days of d tarry service event. . GMMI.005(02A5) page_2�w START WP AND OPERATION Fa new urn„ prior to use of.the POWTS che* Vestment tank(s)fat',the Presence.Of PsInWrg p ukds, solvenis or cow lino "or damage'the soil absorption.system. ff high con m are chemicals or sediment that may impede process .detected have the contents of the iartic(s)removed by a Servichwg Operator(p<xnp )P to use. Pump tanks may IN above normal hiowater levels pri or to startup or due to,pump failures. Start up or restoratlon of power under these wlil bod to the soil absorption system in one large does causing an ' conditions is rrdt recarnrnerxled, as ihe.excess� sdd overload that may result in to backup Or stdws discharge Of efilo and damaigeto the system. To snrofd this situedrl have the or oottfiacx a Phrmlter t:onterrts of the pump tank removed by a Septpp Sw.,Ac g Opwatw 1OJmI r')Pdror torestoring p tothe pump . or POWTS Ma�fner to assist in y ope�n9 to pump until normal efNuant levels are restored war the pump System start up shall not occur when soli oondikorm are frozen at the ini ive surface. Do not drive or park vehkMe over tanks or thwiW absorpdon system. Do not.drive or park over,Or Otherwise dWhA Or compact,the area within 15 feet down dope of g►Y.mound or*grade sO aWwpdm OFOO 'keduction or eilmi mdm of thi I*AOwing from the waslwmw stream may hnpr6ve the performance and ProlOrng the We of the treatment tanks and sOii absorption system: acids, sawllbiotica, baby w tmw,'ci9ar'etl nrst IB, condoms, c orlon swwabs, dgyessers, dental disi foundation drain(sump isurnp) ld �game.herbicides.meat dramas,. nf�r�,� scraps,medications,o lls,painting products+pesticides, napkin sotv�a u,lampons,'and waw softaW brine merge. - ASMIDONMENT betaken to insure that the system is property i When the POWTS falls andfOr is permanently taken out Of service the followwing : Adrr'►iNstrsfhle.Code.": and safely abandoned in compliance with s.Comm 83.33,Wisconsin �, • All piping to tanks,Pits and other soil abwrpdm systems shall the disconnected and the abandoned pipe Openings sealed. The contents of all tanks and pils,shall be retrroveti aril property disposed of by a Septage Servicing Opermar(PJMWA • p►ttar pumping,atl louses and pits shall be excavatoa!and removed-or their covers removed.and the vold space filled with sob, tom+ or anctha inert solid material. CONTINGENCY PLAN a Dods oomptiant if the pOWTS falls and cannot be repaired the "owing measures have been, or must be taken, to t � replacement syr,,: evaluated and rn be utilized for the lotion of a replacement soil a� rptl OOn system• suitable replacement area has been may The replacement area shOUld be protected from .dsturbsrnce and won and should not be upon by he need setbacks irom existlng and proposed shucture,bt and wetls: faikre to primed the replaoernent area writ oaer�t t the need for a new soil and site evakiatton to establish a suitable replacement area: RepiacenneM systems must coer+#tIY with the rates in affect at the time of their permit issuarxxL ❑ A suitable replacement area is not available due to setback and/or soil`ilmdations. If she soil abeotpfiOr+ system CWUVA be rehabbsted and herring advances In POWTS technology,a holding twk may be installed as a last resort. � has not been evaluated to Identify a suitable repscement area. .Upon faikke of the POWTS a soil and site evek"on The s� as a must be performed b locate a suitable replerxernt area. ff rw area available a lidding tank may be ins�ed last resort to replace the fatled.PC%r17S. ❑ Mound and at-grade seal on sydams may be reconstructed in place fdlovsing removal of the.bk)rnd at the Infiltrative surface, ReWn&Ud;DM of such systems nrtrst Comply with the noes M affect at that time WARNING TREAnMT TANKS, .PWMP TANKS, Aflli} HOLOM TANKS WAY CONTAE!I POISE �+ OR Lfit; St>F CW OXYM To SWAN U, ANY TANK UN� ff MATH MAY Y NOT E)ttt RESCiJE FROM THE fN'TEiiIOR OF �TANK tiilA RESLA.T. ESCAPE . POSM ADDMNAL POWfS EISTALLM POWTS 1ilAN!f' Name < Phoner-y;,, Phone J r .> -� $EPTAGE BEt; IO oPERATM LOCAL T1A 7 + Name Name ` sn P :::j hone Phone ,� Ttis document was drafted by the starts of dw Green Lake, Marquette and Wauehara Ctxraty POWTS regulatory aim"in mar"walk sections Comm 83.22(2)(bX1Xd)&Msnd 83,54(1),(2)i4(3),W%oQrrsin AdminkWedve Code. F CARTRIDGE INSTRUCTIONS .:.. STEP 3 D•�I fit the flier iii!�a tlhe acid elf tbn aatiet pipe to ensure jig We On asmraa v�tf"either insert fllell�pips fuse do teak the am&*or soiMetht ww(00)addict flat pipe a"the ondet ' pow STEP Z tMNle tlrt is s!!9 dry AftiOd an the outlet pips,rrremaxa the hhi9th of Fie-kw:h pipe rhseded to bFmm the fNter ts fbe tw*ehd waif M utfltsitng the oPftw aids sahppwt.If side$N ow hrhedw is not ufifiasd, pow"to sup hm S..fFP 3 Forhdrllsoa 1tdbft fie aP0i we s wore sohient wdd the'A yips oft do aw am. N side support welted is not ufibwl proosed to step four. saiva t Wdd fete aw am onto the outlet " -pips. Itriert the lfler ��.�r.;✓i cwb'4e bds UN case;.presskM down Und the fiber k4m Ahoy the thottorn of , Fa• the amw �flit If a VRS saga I is adHads insert kft tiro ffflw and folk by burning Cede we. i MnCt I I. The efNUW*VMW slhoW be deaped every tone the soptk tank is serviced. 2. open the outlet seem"apenirs to Nwpeetthe tank and 1lb" 3. Pwr4p tits sapft tank�PIlis leer's to rornaro tiro sludge - hw ob the ball, of the task an#wA AM the scum,and 6%ftnt. 4. Onco am,Am l'Inrd hn bwm lowered blow else kwart of tbo ` Dud tdgewfrans the PUS Up an tho MK handle to d the S Sfide dw dm*M9e up end"of doe oss for daw*q. 6. V at VRS swdbdh commiedad is m ahrrn fe pr&swA,the s Ild r diauld bs;arrhstrad b!►tOrIft9 Bevies 900 arhd daaasi �l. s•.' wkh wrier anti 7. VOW*bdfbp the cwbtdtle soles side(area set mufaos%dog �. dam)stair the Boom OPKIM&titers ON do corbidp wfflh weber i soil►, W smossaphow Nrsteflif ls rinsed bad'bea tha tank. ;4 L V VAS srrbtih lr vri,rappp<t by itsaHrq into Sibar and ,,� t 'Tr tarnig dodoefse W. S. Insert the Wor E7eAddo bride lefts the ease,presuihhp down untl 40 e • � ,� the fifesr bdrs b" l's baf em of ow ease. IO.Repiwa and some the aa*os sparAbrp on the tank. Ila ttae'•N[1.t'i•'ifa'!4:�tt-R=Jffet `1�"E-"t tt�ah.eh•i.6t:N.h4r'1..r". ST.CROIX COUNTY SEPnC TANK MAINTENANCE AGREENLENT AND OWNERSH[P CERTEWATION FORM Owner/Buyer Lv f//�a-�^. ��/'i�14 Man Address Property Address �"r _ _� AJO r (Va4patioa requured from Plamung&Zoning Diparttrient for new construction.) City/State 0 (� /'Z Pmel Identification Niuxlber S U Itl �_ 6 r7_ LEGAL SCR ON Property Lflcation V 4,AO r/4, Sec.Z S, ?_N R,6�_W,Town of Al� Subdivision ( t> U ,Lot# Cerdf ed Sarvey Map# ,Volume ,Page Warranty Deed# ,� ���� ,Volume ,Page# Spec house no Lot lines identifiable pd SYSTEM KAMINANCE ANfl OWNER CERTINCATYON Uvroper use and ice of your septic system could result m its pre ae bihnre to handle wastes. Proper aloe consists ofpump mg out the septic tank every three yews or Tneeded,by a licensed pub. What you put udo the system can affect the function of the septic tank as a treatment stage is the waste disposal.syst= owner responsibilities are specified in§ConmYL 83.52(1)and in Chapter 12-St Croix County Sanitary Ordinance. The property owner agrees to submit to.St Croix County Planning&Zoning Department a certification form;signed by the owner and by a masto plumber,joumayasan plumber,restricted plumber or a licensed pumper verifying that(1)the on-sine wastewaiter disposal system n in proper operating condition and/or(2)d%r inspection and pumping(if necessary),1he septic tank is less than 1/3 fill of sludge. Uwe,the undersiped have read the above requirements and agree to the private sewage disposal system with the standards set forth,herein,as set by ttse Depar mut of Commerce and the Departruent of Natmcal Resowces,State of Wisconsin. Certification stating that your septic system has been mamumed must be conmpleW and rehaned to the St.Croix County Planning& Zoning Department within 30 days of the three year expiration date. Uwe certify that all staaesnents on this form are true to the best of my/our knowledge. Uwe am/are the owner(s)of the property described above,by virtue of a warragy deed recorded in Register of DwL6 Office. Number of s SIGMATURE OF APPLICANTS) DA ***Any information that is misrepresented may result.inthe saaiiary pertrnt being revoked by the Planning&Zoning Department.*** 1whtde with this application a recorded waunty deed from the Regist I a of Deeds 0fftce and a copy.of the certified survey map if reference is made in dw warranty deed !�F.I I.I rti"�'O y �,1.�l�t_)H Vvt ►'E-�'o r�nn� (I(( II ff II IIII (�Ii 1II1�II��IIIII�IIII 10l^s=� 13rc�nlCvie�� �l_ 8 0 2 2 2 4 0 TX:4016270 933159 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI 03/07/2011 2:16 PM EXEMPT#: 15S c),) iL4-3q T (,(n - ono REC FEE: 30.00 PAGES: 1 Form No.30-M-QUIT CLAIM DEED Corpondoq Parmadhlp or Limired J."Wiity Company to lndividuWs) DEED TAX DUE: Date: -"-,-y - 1-C-1 I FOR VALUABLE CONSIDERATION, a k M�&-) A 5 so(- under the laws ofS"ATF O P +-STS r N S T N Grantor,hereby conveys and quitclauns to W=_U 49 rL9 -Z P=- f R,-,n rJ cmatee(s),real property in 4) C.go I Sc County P 0 i described as follows: Loy` Co together with all hereditamen s and appurtenances. Check box if applicable. 0 The SW r caffm that the seller does not know of any wells on the described real property. O A well disclowre certificate accompanies this document ❑1 am familiar with the property described in this instrument and i certify that the status and number of wells on the described real property have not changed since the last previously flied weU disclosure certificate. By: 4..J� ( t < l,�Pte✓ Affix Deed Tax Stamp Here KA2c.N A /�cTr_a.Sn�I Its: 0 PC— By: Its: STATE OF /1.j J rvNt=S n-r5t? } SS. COUNTY OF This insturment was acknowledged before me on X3'4 �C� 1 by j! iti \A) 5 X-0 I P ftS �1.�.., and,Ka=N A Pc-+P r'roN the sad of C F C- ,a under the laws of on behalf of the NOTARIAL STAMP OR SEAL(OR OTHER TITLE OR RANK): ARTHUR E fARBER y '� NOTARY PUBLIC-MINNESOTA SIONATM OF NOTARY nMUC OR arWR OFFICIAL My Commission Expires Jan.31,2015 Q �}i� C-•� l= Check here if part or all of the land is Regimered(Tormas)O Tax Star mew for the reel propaty described in this iwmmaa.should be sent to(include tome and address of Oraasce$ THIS TNS7RUMENf WAS DRAFTED BY(NAME AND ADDRESS): VAQ-r--PJ A QtjTTT(LF,r+rl n v3oa b A PL Wood�v�y lMN .55/�`� 1 of 1 Property Owner_ Parcel ID# Page of # Boring © Boring ❑ n pit Ground surface elev. l v `0ft. 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 _ g 3► r----- S �- to 2 _ p , 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/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 F-1 Boring Boring# ft. Depth to limiting factor in. ❑ Pit Ground surface elev. p rig Soil ication Rate Horizon ')epth 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 =BOD5>30<220 mgtL and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mg/_and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. seD-833,0(e.Woo) I RECEIVED Wisconsin Department of C' merce 1 3 2007 SO L EV"andParcel RT Page 1 of Division of Safety and Buildin A p in accordance with C m 85, FtO1X COUNTY unty L 17 t` Attach complete site plan on papeAiil ess than 8 1/2 x 11 inc s in si / l• include,but not limited to:ve 'cal and ho' point(BM), I.D. /,�, nn percent slope,scale or dime ons,north arrow,and location and distance to nearest road. � _ �' 3% v(a Please print all information. Revi by D;/AlA Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location N� � o�S T N R E or)W Q� Govt.Lot 1/4 1/4 PrElpefty 6wnees Mailing Address lot Block# [SLW. Name,or CSM#_ City State Zip Code Phone Number 11 ❑City Villa T Nearest Road 5S o� (6 �) os'-� S6 - �rilr2„ IZ15 Cons on U�Residential/Number of bedrooms Code derived design flow rate 4L— GPD ❑Replacement ❑ Public or c mercial-Describe: Parent material Flood Plain elevation if applicable '/Z General comments and recommendations: System Type/ dir/c/�.�.�°!'7� System Elevatio C� Ong# El Boring FT .__ J@ pit Ground surface elev. lbY• 1 ft. Depth to limiting facto,&12. 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 I 'Eff#2 Z -316 I s �— rn ' 4 P 6 ell � 3 -ii 0 -5- Boring# ❑ Boring Pit Ground surface elev./ ft. Depth to limiting factor v in. ® E) "� Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 15 L X0 30-11 .S 14$ Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD 130 mg/L and TSS<30 mg/L CST Name(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 Soil Test Plot Plan Prolect Name Apple Tree Builders Sha ird Address 10662 Brookview Place Woodbury Mn 55129 TM #226900 Lot 6 Subdivision Indigo Ponds Date 4/10/07 NW 1/4 NE 1/4S 25 T 29 N/R19 W Township Hudson Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe System Elevation 100.0/101.0 *HRpSameasBenchmark Alternate Benchmark Top of 1/2" pipe @ 99.0' Scale is 1" = 40' unless otherwise 150' noted 5' from property line los' i 60' -3 Property Line 25' 45' 45' B-1 10' 16% Slope 25' B-2 104' B.M. 15' At . . Area of poor soils Prairie Meadows Drive 3 NO DWELLING EXTERIOR �Z 177.00' " - - ---v s so.00, W OPENING BELOW L pc'1J• 426.53 h't *A) w o ELEVATION 926.3' 01.00 �C ORA/I A 30;8 a'� EXTERIOR LUNG O M 8 � Tss4�\£ ¢ EASE M F�j y --� s O NING LO 99804 SF. E 945.2'0 0 O (2.291 AC.) `aN2O*34'OO-r13 5 79 X7'3 z 8. 29.61� D2 A R A INAq 42.90 87417 S.F. EASEMEN' Z o N80°32 35 E POINT OF c�i (2.007 AC.) BEGINNING-----'OF "LINE A' 9•,17'39j '\yio� ,� - - - - ' S89°56'47"W 524.38' N 273.27 ^ 9 3 N ,N 99982 S.F. ° :� TOP STEEL PejgPE- - 924.37 ��+\a`r c (2.295 AC.) '* 'I ELEVATION = 940.49' o rn fir9 �$. °o ,�O ELEW NON 4 N Z NO D QQ .�°/ $ 88400 S.F. '04 OPEN �-� Ld P ,�~ N NO DWELLING EXTERIOR (2.029 AC.) ELEVi vi OPENING BELOW �� •� Z NO DWELLING EXTERIOR I ELEVATION 942.0' ��F ^ •'`� � OPENING BELOW 3 � L� ELEVATION 942.0' L�J+�sl / t lJ�l C,I +W N Z •M��SBL � ►i_I:�I �� SBL SBL SBL SBL o o �t� —'223.22'-- — ')-- 238.05"- -- n N89°35'50"E 649.40' - MEADOWS- - ' 49 to PRAIRIE S89°35'50"W 649.40' DRIVE ;q4 0 493.77'+W• 193-96' -_59.63. .� In -JI �L o DRAINAGE EASEMENT SBL " °' 6 A SBL-----►�� Sat w 1132 S.F. 2 1'�`�l n 1 -� N84_4 '11"- 183.90' (2.781 AC.) ��• _ I W 3 r -�I '0"0 R DWELLING ;*• - v OPENING BELOW .� I ` '�-N CJ� �o°� ELEVATION��925.9; N'- °z co �� ry�i N89 59'50 E 5' a 3 2 ' o 135.04' N N N Z +3 p 4 (� to a, Cp 0 rn/ h p 97744 -J v 7 ��P _ i� 5 Ary (2.244 )� 88273 S.F. 'os ryry 92458 S.F. yti� 3. ` 0 (2.123 AC.) (2.026 AC.) A9° S °49'3?" 0 TOP STEEL PIPE- ELEVATION = 930.90' F?s 8,6� 2 L'- 9EN M RK I TOP STEEL PIPE N A ELEVATION = 938.18' h� �• TOP STEEL PIPE �o / ELEVATION = 957.30' G l N89.31'32"E 222.44' 47"E 5f 18�•40' 76°p9 ~~no ~ ~~ o d f c o o ~ n 3 ~ t "~ ~ C .9 ~ d ~ ~ N 3 - "' g r: ~ .. ~ ~ ~ O d N O d i t1 C ~ ' ~ 'v C d CT N Q ~- ~ fD ~ W (p ~ f0 (D d ~ ~ ? ~ W ~ ~ N ~ ~ C O N O (Q n W ', ' ~ W ~ d ~ O C- ~ N ~ O ~ N O O f/1 y ~_ ~ ~ N .. zn" D a ~ ' e W c ,~ ~ ~, o ~ _~ m °° m Z ~ 0 0 ~ o ' o c ~ ~ .. c v '~ ~ ~ ~ ~ M m ~ ~ _ _ a c Ul ~ W t/1 a ~ a ~ 3 6 v o v ~, ~ o ~ ~ ~ a °' c• m ~ o y ~ '' !p N ~ '~, 7 ~ it y o O ~`- ~ m m ~ ~ N ro ~ N. fD CD ~' 3 ~ m. ~ ~ ~ A 1 ~ Z N o C ~ ~ :0 ~ A Z a I~~ ~ ~ .. W ~ m cn ~ z ~ Z a ~ ~ ` ° a ~ o " z ~ ` ° 3 m C C Vl Z A ~ A D a n O ~ T N C Z Q O •• CD N O 3 Fw Indigo ponds got #6.txt From: Jennifer Shillcox Sent: Thursday, May 03, 2007 10:00 AM To: 'williamjpeterson@comcast.net' Cc: Ryan Yarrington; Kevin Grabau Subject: Fw: Indigo ponds Lot #6 Bill, The DNR has determined that the pond on got #6 of Indigo Ponds is non-navigable; therefore, County shoreland regulations do not apply and neither a land use permit nor special exception permit are required if you decide to build on the lot in the future. Jenny Shillcox sand use specialist -----Original Message----- From: Baumann, Dan G - DNR [mailto:Dan.Baumann@Wisconsin.gov] Sent: Wednesday, May 02, 2007 4:15 PM To: Jennifer Shillcox Cc: Baumann, Dan G - DNR Subject: Indigo ponds got #6 Jenny, we've determined that the pond/wet area on got #6 that you asked me about is non-navigable. Daniel G. Baumann, P.E. Regional water reader west Central Region (715) 839-3722 Dan.Baumann@dnr.state.wi.us Page 1 Indigo ponds got #6.txt From: Baumann, Dan G - DNR [Dan.Baumann@Wisconsin.gov] Sent: Wednesday, May 02, 2007 4:15 PM To: 7ennifer Shillcox CC: Baumann, Dan G - DNR Subject: Indigo ponds got #6 Tenny, we've determined that the pond/wet area on dot #6 that you asked me about is non-navigable. Daniel G. Baumann, P.E. Regional water reader west Central Region (715) 839-3722 Dan.Baumann@dnr.state.wi.us Page 1 Wiscdnsin Department 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 A letree Builders Hudson, Town of CST BM Elev: Insp. BM Elev: BM Description: K INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well S(~il ARSnRPTION SYSTEM .EVATION DATA County: S roix Sanitary Permit 506138 0 State Plan No: Parcel Tax o: 020-1439-0 -000 Section/Town/R a/Map No: . 9.19.2732 STATION BS HI S ELEV. Benchmark Alt. BM Bldg. Sewer SUHt Inlet SUHt Outlet Dtlnlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: CHAMBER OR INFORMATION Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 859 Prairie Meadow Drive Hudson, WI 54016 (NW 1/4 NE 1/4 25 T29N R19W) Indigo Ponds Lot 6 Parcel No: 25.29.19.2732 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = ------ - _ _ - -----r-- _ Plan revision Required? Yes No Use other side for additional information. ' No Cert Date s Signature Insepctor . . SBD-6710 (R.3/97) Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~; Yes " No <' Yes No ~.~,~-gpy Safety and Buildings Division County /~ ~ 201 W. Washington Ave., P.O. Box 7162 . (,~ / ~ ~ Madison, WI 53707-7162 filled in by Co.) Number ( Sanitat ~~ $ ~Q r Sanitary Permit Application Statc Transaction~~ur~bq ~/f/L., In accordance with s. Comps. 83.21(2), Wis. Adm. Code, stt(rmission of this form to them governmental unit is required prior to obtaining a sanitary permit Nqq~te: Application forms for state-owned POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal it>Iformation you provide may be used for secondary in accordance with the Priv Law, s. 15. 1 m ' Stars. Q~- - L A Lication Information -Please Print All Info matio Property Owncrr's dame ~, ~ Parcel o Z L7 '- (-i ~~ _ y~~ Property Owner' - ing.4ddresa Property Locrtion /, ~ 73 Z C ~ oZ l/i Govt Lot ~~ ~P P (~ ~~., ~ YM Section City, State // ~ to one ~ !~/ Gt' O u /~ ,v ' a ~ N; W~ E T _ok_ t- ' I Loc# _ _ _. _ (check ailtha aPP Y) II. Type-of B r 2 Family Dwelling -Number of Bedrooms ~ S~ n N ~ ~ 4 t ptc, 5 # Block / ^ Public/Co al - be Use ~ ~ ~ I ~ ~ C ° ~ ' ` ~ -~-- ^ City of t .. l J J ~ C V ~h~4~ ~ CSM Number ^ Village of ^ State Owned -Describe Use ' Town of ~~ ~, w 2Zk~Z III. Type of Permit: (Check only one box on line e~.. Complete line B if applicable) '+' New System ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System (explain) B. ^ .permit Renews! ^ Permit Revision i ^ Change of Plumber ^ Permit Transfer to New List Previous Permit Number and Date Issued . , / Before Expiration I Owner C ~/ ' IV, a of POWTS S atem/Com onent/Device: Check all that a 1 ~ ~l °' -pressttrized In-Ground ^ pressurized In-Groungl ^ At-Grade ^ Mound >_ 24 in. of suitable soil ^ Mound < 24 ' o uitabie soil ^ Holding Tank ^ Ott-er Dispersal Component (cxplaip) ^ Pretreatment Device (explain / /~ V. Dia rsal/Treatment Area Information: Des' ° Flow (gpd)/ Design--S-o-i7l Applicata Rate(gpds Dispe(rs~al Area Required (s Dispersal Proposed (sf) System E ~~ ~ !P ~ d~ ,S~ / ~ ~ ~ ~ E~ dL7 / VI. Tank Info Capacity in ~ Gallons Total Gapons # of Units Manufacturer 1a ~ _ New Tankc Existing T nks Q J ~ /~ ~ L I i fL v~ ~ ta. t~ P, Septic or Hotejiiitg Tank p'l ~S Dosing Chamber j VII. Responsibility Statement- I, the undersigned, possibility for installation of the PORTS shown on the attached pima. Number ne S Number Business Ptto MP/IvfPR Plumber's Name (Print) r ~ Plum tgnature J / / / Plumber's Address (Street, Ci~ rate, Codc) ~ ( ~ O VIII. Conn /De ardment Use Onl ermit Fee to Issue Issuing Ag Signature Approved sappro $ ~~O , i~ ~ ~ /~/O~ d r Given Reason for ial IX. Conditions of~~AAp~%v aReasons for Disappr val a~ g~i`iQ.t..~ c~.l a,~a._ {b ~f;o t~ d~- ~~ w l~ ~. SY'ST V ~ e ~` , o.nn..ti-~e-- ~ ~ n t . Septic tank, effluent filter and Mai / i ~ ~ `'^ a ° '~ c ~ ~~ ~ ,,,,~„ - / ~ " dispersal cell must all rv plumber. ~'~ ~ o ~~ C~ Gr.~~ as per management plan provided y ~ ~ w wn ..a'{L..,^L ren~~irarttP_r128 must bQ mPn ~tal~ ~ PI~,~~... ~-o ~~, a~ ~3~, SB -6398 (R 01/07) Valid thru 01/09 ~o G~ aM u.! fc, jav~.~. 1 o c.c~ system and snbmtt to the County only on paper not less than 8 tit x 1l Inehes In siu 01 f t...~ j J~ 5~,~~.~u.~'=, ac` , 5 ~ ' S~~ , PC. °~ PLOT N PROJECT Aoole Tree Builders ' AD SS 1 NW 1/4 NE 1/4S '25 /T 29 N/R W Brookview Place Woodbury Mn 55129 Hudson COUNTY ST. CROIX 4/10/07 BEDROOM 4 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROUND PRE S ~ CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 # of chambers 44 ,BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter BEST Filter ^ BOREHOLE O WELL ~ H. R. P. Same as Benchmark Well is to meet all SYSTEM ELEVATION 100.0/101.0 4' below grade setbacks required by WDNR Plans Designed Using Alternate Benchmark Top of 1/2" pipe @ 99.0' Conventional Powts ~ Manual Version 2.0 Scale is 1" = 40' so' unless otherwise noted 5' from property line 60' Pro 4 Bedroom House 15' 10' B-1 16% Slope Area of poor soils nVent Prairie Meadows Drive >6" of Cover 12" 4' Long B-3 Line 25' ti 2-3' X 90' Cells with >3' Spacing 45' 10' 25' ,~ B-2 B.M. 15' A . Quick4 Standard-W Leaching h~amber with 20.0 ft2 of Area 5.8ft^2/pair of end caps Grade at System Elevation ~ ~~ ' PLOT N PROJECT Aoole Tree Builders AD SS 1 NW 1/4 NE 1/4S '25 /T 29 N/R W Brookview Place Woodbury Mn 55129 Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE4/10/07 BEDROOM 4 CONVENTIONAL XXX IN-GROUND PRE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 ~ of chambers 44 ,BENCHMARK V.R.P. Top Of 1/2" pipe ASSUME ELEVATION 100' Filter BEST Filter ^ BOREHOLE O WELL *H.R.P. Same as Benchmark Well is to meet all SYSTEM ELEVATION 100.0/101.0 4' below grade setbacks required by WDNR Plans Designed Using Alternate Benchmark Top of 1/2" pipe C 99.0' Conventional Powts ~ Manual Version 2.0 Scale is 1" = 40' unless otherwise so' noted 5' from property line 60' Pro 4 Bedroom House 15' 10' B-1 16% Slope Area of poor soils nVent Prairie Meadows Drive >6" of Cover 112„ 4' Long B-3 Line 25' ti 2-3' X 90' Cells with >3' Spacing 45' 10' 25' ,~ B-2 B.M. 15' A . Quick4 Standard-W Leaching hamber with 20.0 ft2 of Area 5.8ft^2/pair of end caps Grade at System Elevation RECE-V ED Wisconsin Department of C' me AFR 1 3 2007 SO L EV~ZJA hN E RT Page of Division of Safety and Buildin m accoraanc;e wnn ~, nm oo, vvis. ram. ~,vue OIX COUNTY County ~ /! ` R Plan must Attach t~mplete site plan on paper~~t~ess than 8 1/2 x 11 inc sin size ~ t l• . indude, but not limited to: ve 'cal and ho ' point (BM), direction and Parcel I.D. percent slope, scale or dime ons, north an-ow, and location and distance to nearest road. Please print ell irlformafion. Revi by Date Personal iMorrnation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ ~W i~ Properly Owner ~~. Q~ ~ Property Location _ ~S ~ (~ ~ /4 o T N R E or) W Govt. Lot~/(,J 1/4 P er's Mailing Address ~~ ~ %~ ~ ' Lot ~ Block # '~' St~. Na~' or CSM# r ~G~ ' 00 t / lX' J i-1.3~-~ City State Zip Code Phone Number ^ Ciry .^ Villa T Nearest Road ss a (~ 2) os s6 ~.. New cor-atru~on U~Residential /Number of bedrooms ~_ Code derived design flow rate ~~ GPD ^ Replacement ^ Public_or c~`~rtm~erdal -Describe: ________ ___________ ___ Parent material ~~ ~~-/.1~-~ Flood Plain elevation if applicable '/t/ /~ ft. General corrtrnerrts and recortunendaticns: System Type / dic/c/~.~.ff'7~ System Elevatio ~ y Boring # ~ Boring pit Ground surface elev. I ~ ft. pepth to limiting fador,~~ in. Soil lication Rate Horizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z - ~ ~' ~ s ~-- m - .~ e ~ . ~ ,, ~y ~~ # spry Boring f~l pit Ground surface elev./~ ~ a ft. Depth to limiting factor ~ in. Soil ligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ~ ~ r ~z ----- 5 C ~'- c~,,~ - ~' ~v ,, ~~ ~$ Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mg/L • Effluent #Z = BOD < 30 mg/L antl TSS < 3p mg/L CST 1Varne (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 D~iU Property Owner _ Parcel ID # Page of © ~~ # ~ Boring ) pit Ground surface elev. ~ O ` ~ft. Depth to limiting factor / ~ in. Soil ligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 2 _ ~ ,__-------_ . G 3 ~~ ~-- s ,.,~ ,U>~- ~ 1. ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 •Efff#2 Boring ~~ # Ground surface elev. ft. Depth to limiting factor in. ^ Pit Soil ication Rate Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 =GODS > 30 < 220 nx,IlL 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. seo-sa~o pt.wao> Property Owner _ Parcel ID # Page of ® Boring # ^ Boring j~~j ) `\ Pit Ground surface elev. ~ v " " ~ft. Oepth to limiting factor / V in• mil lip6on {late Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP O/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 3 1I ~---- ~- m ,v ~ ~4- ~ 1. ^ Boring # ^ Boring ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Florizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 `Eti#2 ^ ~~ # ° Bonng ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon 'lepth Dominant Color Redox Description- Texture Stnidure Consistence Boundary Roots GP D/fY in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Etf#2 `Effluent #t = BODS > 30 < 220 mg/L and TSS >30 < 150 mglL ' EfllueM #2 =GODS < 30 rnglL 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. SB0.8J30 (R.6N0) ' Soil Test Plot Plan Project Name Apple Tree Builders Sha i Address 10662 B k ' PI f Lot 6 N W 1/4 NE roo view ace Woodbury Mn 55129 ATM #226900 Subdivision indigo Ponds Date 4/10/07 1/4S 25 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 1 /2" pipe System Elevation 100.0/101.0 *HRpSameas6enchmark Alternate Benchmark Top of ii2" pipe @ 99.0' 3 w r o ~ O~ Z~ .' I W N 3 F ~ aW.- ~~d ~Zi SUN \JI e - ~ L~J F - ~ u_ C~' CJ L'J~ ~/ ~I u_~ ~ j~ <~~ <~~ ~~'I ;~~I u_I .?I (~ )I _ JI - J~ _I _~~ _ ~.I ~~I cJl I CSI -~I ~ ~~ I - -~ ~ _'i ~ L~~ i ~I ~i )I ~ NO DWELLING EXTERIOR W OPENING BELOW ;~ ELEVATION 926.3' a 998048S.F. _ z (2.291 AC.) v g°2199~ ~ya~ 56 /. 3 S~• \~s O.H.W. ~~,~~`i'cs 924.37 ~_ ~~. ~~ PP ~^~•/ Q- ~ •~v .~~` Ary/ 2j +~' Z °'~ o -''-188,13' '-~ M 00 "'" ,'18 00' 177. ~Z 426.53' .Sao o~ oryoo ~~ ORq~NgG f 930.18 a' ~ EXTER OR LNG ~~~~/'`/1~ h 0~~0' Sg6.4~,~ EASE,N ~ OPENING BELOW off, ~ ."~ SS+F ~ ENt ~~~ N20° ELEVATION 945.2~v~i~"Ei ~~ ~~~?3• -1'~ X38.334 ~"E ~ 3 519'~~Zg 6~ `~ ORAINAG ' 42.90 87417 S.F. EASEMEN ~°N80°3235"E (2.007 AC.) ANT OF a, BEGINNING ---~' iA n 0 ; M 9 ~ ,~ 3 99982 S.F. ° M W (2.295 AC.) ~ ~ v o Z - - OF "LINE A' S89'S6'47"W 524.38' N o° N NO DWELLING EXTERIOR OPENING BELOW ELEVATION 942.0' ? cwr, ti i N N N '~ -~ ~. SRI -- 223.22'-- N89°35'50"E 649.40' ~~ • o ~ Z ELEV NO I iv OPEI ELEV vi n 3 `a z .~ - ---~ _ M 49 ` ~i PRAIRIE - - - I S89°35'50"W 649.40' MEAD 0 WS DRIVE ~ Cu ~'`~~ 0 ~I w J s m 493.77'+x, - 193.96 ro 'n o ;n of u~ DRAINAGE EASEMENT 6 ^ ~O ~- see r 1132 S.F. 2 ~'~$ .~s.•d~~~~"F 783.90' (2.781 AC.) ~~a\ o~JVO DWELLING a. EXTERIOR ;~ OPENING BELOW o° ELEVATION 925.! N N89.59'50"E . ~~ ,. .. 7 I 88273 S.F. (2.026 AC.) ~ TOP STEEL p~jpE- / ELEVATION 930.90' N ARK TOP STEEL PIPE / ELEVATION = 957.30' N89.31'32"E 222.44' 3 - ~- /~ ~~ ~ I o^ ~ N S' ~ a3~ N ( ~ N ~ ..~ ~- _ Foss ?• ~~ TOP STEEL p~jBpE - - . ELEVATION = 938.18' _n Aki 238.05 \~ JJ .~ ~~~ -see` ~[ n 5 92458 S.F. (2.123 AC.) `' ~ ~' .` ~ J N~ ~ ~ '~ 18~~ TOP STEE- ~ ELEVATION 940.49' 10 88400 S.F. (2.029 AC.) NO DWELLING EXTERIOR OPENING BELOW ELEVATION 942.0' 9774 (2.244 76b 47"E rtl, ~,t ~`~ " INDIGO PONDS _ N tocolei l px fra.ed awlr d f. Souxall OuMr, n 0e ; ~ ~');~ 1]~AL U1011Y EASEIIjNi DE1AE p' . f2 tV I ~ unrtlx atl^r ~ mee . Narprl Owrlr el UM Sa7ual Oalr, F Ur Swtlresl Q n" mr- wnrm wum r i i o Q,rlr d tlM SrMmlt Owrlr, ad'n ae Smlhax axlr dye ~ l ui u-m sl X R "(i f f u m6 rns roan ~• RYS Ile SdMlxd Onle~, tl n Sedkn ZI, Iow b Mra, Rmq ISI, '11 I ~ l'~tM~" ~ 1: ~ I.t ILL ai r~°C 'VS ~ Mat od n Ms Nrpral axrlr d Mr Nrfeap QirM, n J V ~; J - - - - ~ ; ROOc ~ n 0 uw as i sr wan mn res „~8„83 C n J! 0w Xrrfl«I Darla d 7M frMwl OaM, n MM JaulMtlt ~ R, ftl~ ~ q: ~ rs«f itl LL sY rox m F 77 ° q: Qurlr d bw Nrrheod Osrw, osd n M Sxtlxad Qrlr d : Q rr ua QM i .. ~ 2B N W oeo ur un NMw towe« S J~• .R'~a. 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R !/ x u9v ° I ~waam 1 snl I ~ yaasiel I 0 lx : '' ~ ~ ~ p~ "U ( r>s~ ~~ 4'r} ~ oirwi 1x11 'f -~ _m _~ ~ •a 5l ~r Wawa. wMlfuw ~ xMwlrllww~ ~ p 5J X52 ~ (umaxKj ~..~_ amp e~aotw"`Ma ~I wmaa°°uc 41 ~ I 2g 1 wtlu. r (>I Uitxrl lutlKl ~ ~ ` °~~~r ~~j 1~J~~ IN ''~ YE SIEETJ61 (l fnEdya.rllR M, w..Ca.rs l.a SEE 9[[i J 71 ws«er f OFl I ST. CROIX COUNTY SEPTIC TANK. MAINTENANCE AGREEMENT OwnerBuyer Mailing Address Property Address City/State LEGAL DESCRIPTION Property Location~~ 1/4 , /~~ .~-- Subdivision ~~ ~ ~ 4 » T ~N R/ W, Town of ~i~r~it ,y,-.~ ~_ ~- Certified Survey Map # ,Volume ,Page # Warranty Deed # ~ ~~ ~ (~ ~ ,Volume r- ,Page # Spec house es no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Lot # ~ . Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three yeazs 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 maintenance 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 Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Depamnent of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property!, described above, by virtue of a warranty deed recorded in Register of Deeds Office. Numbe of be ooms SIGNATURE OF APPLICANTS} ~~~ ~~ DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. AND OWNERSHIP CERTIFICATION FORM ~~~%~.~ (Verification required from Planning & Zoning Department for construcnon.) Parcel Identification Number o ~V ~ ~ ~` ~ ~ J '/4,Sec.~~ ~^ (REV. 0$105) Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4.Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan ~.` Option #1 If system fails, determine cause of failure, use alternate area and install new system in tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 St. Croix County Zoning 715-386-4680 Pumper Tom Mondor 715-246-5148 Shaun Bird #226900 State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document Number ~ Document Name THIS DEED, made between Rosamji, LLC, a Wisconsin limited liability company ("Grantor," whether one or more), and Appletree Builders, Inc., a Minnesota corporation ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Lot 6, Plat of Indigo Ponds in the Town of Hudson, St. Croix County, Wisconsin. H '~~ 9 7 t~ 1 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. , WI RECEIVED FOR RECORD 07/17/2006 10;00AlI WARRANTY DEED E1fE15F°7 # REC FEE: 11.00 TRANS FEE: 308.70 COPY FEE: CC FEE: PAGES: 1 Recording Aroa Name and Return Address River valley Abstract & Title, Inc. 1200 Hosford Street, Suite 201 Hudson, WI 54016 File ayZ690417 020.1439-06-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Crrantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights-of--way of record, if any. Dated July 14, 2006 ROSAMJI, LLC LLC, A WISCONSIN LIMITED LIABILITY _ .~ .~ ~ ,, COMPANY (SEAL) (SEAL) (SEAL) * # AUTHENTIC ~V~C Signature(s) ~r~p _cC~ authenticated on ~`d G * ~~te O TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Slat. § 706.06) THIS INSTRUMENT DRAFTED BY: ACKNOWLEDGMENT STATE OF WISCONSIN ) Ss. St. Croix COUNTY ) ~i Personalty came before me on Jul 14 2006 above-named ~~w`~~n~ to me know to to person(s) who executed the foregoing w'~ i~st~n~d ~r"TT"1' le d the same. ` , Attorney Doug Berg 1200 Hosford Street, Suite 201 Hudson, WI 54016 No ry lic, S to of Wi consin My Com fission (is permanent) (expires: ~ ) (Signatures may be authenticated or aclrnowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FOR,VI SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ®2003 STATE BAR OF WiSC01SIN FORM NO. 1-2003 • Type name below signatures. 1 of 1 ;~ ., ___ _-_ ~~ ~._ ..R~~~If+~A~4YH~-9w+S~i?~+~~MWS"I~'Hk~iF~A~1~+~N31i+lwU~r,~Ysel~.'w~.c=in~+~~t M/-~+.~--nv~ .. v_ a a O O a q~ Z a O~ UY ~~ ON ~~ ~ ~ ~ .- r , ~ _ r1.o~..~ ~l.~A.Q+~L_ ~_~ ,~_ ~ ~ 4.~.~ __ -- - -y. _, F ____ _ v. ;' _=3 ~~ "~ xeea,~ ~' T --._~. ~~ J i ._W2wta_..~~ Tqp QP PJ,n7E ~ T r S_ .~_ v _~~_ __'~; f_ _L v LEFT SIDE ELEyATION 4 b g z e J ~~ ~ ~~,`j J x2p711~ W W~ ?!~ J <~ ~S~$ QW~J s3t< ~~~ i ~m3~ ~~ ~~~> ~~~a 8~~r ~>C ~ w~~~ <~~~~ ~~~_ ~qj~~C p ~~Ogwg z~r{~~Y ~~~~~ r~ay~ JEu~pa" c~":o u~-o+-c ~>~ PQ ~Q ° gF ~~~~~ o-+z m ~ ~ ~~ ~i~~~ ~Qa~~ ~~ ~ y a~w~~u z..F ~~~•y~ ~ 4z :~ o ~ $~ ~~ pg u sf~ ~r ~ ~~ ~~ ~~~ ~'\ v 4.1.E ~i u~ a ~~_ ~~ .m. ...z,Y~T. 5~~~4 x ~~~~ ~ ~~ t~ ~ a ~ zizogz ~ i ~94~Y ~ z3 . ~ ax ~~-sue ~~~2v ~ a~~Uto~f ~ ~N~ ~ ~c 0.~J?,t ,~ S i n " ~ 4 b p ~ ~z~r So apt,~+d, gew ~~~ yy M~~Ek. M14m ~4 F vC, ~}~C v~G~ d J &t ~ ~ , T-ELE; tu~Q Ym q .J ~ ? ~~ K Q 3 ~~ -~_.~.v 3 ~ ~ ~ y a N rc ~ ~ n ~ ELEV,4T70NS ~~<~~ r r-o a N ~' ~ o ~ ~ sneer nrur~a z AA m a ~3~~Z (eo c~N4 _f08NblM8EF ASPlIALT S '~ ROOF VENTS A9 RBZUIRE{A 11 !0(/~ eEet Nenortr Y~ .___iiLr9Y_%.A:~__ ~ ~: so,uro a EnrraN stnuao `-- C ~. ~ L_J i, i. R-. „ IiARDI LtP --.vim ~.-~ {-' I ~~. -1 f r ~" ~~ _ ;; ~ ~~ ~~ ~t z a..,j~._a..a~~, t ~. -1+_.p..~...~_. ~.a~.n_..G. ,. t s~.e~i~. i. s.a.y;. } s ~' ~';. ~ ~~, II x"^°-~ A RIGHT SLDE ELEVATION ~: ~~-,~~ ~~ ~~f ~ ,~.,~', ~~~ G1~~ 4,~.-,=' ~_ sfeuu~t. :~~~.~ x E ~-~~- .} ,t-~~~ 4 1 iIl B~, Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in arr•nrrianra wi4h Cnmm R5 Wic Aram Cnr1a 1310 Page 1 of 3 Steel Soil Service County Attach com lete site Ian on p p paper not less than 8Y2 x 11 inches in size. Plan must St. Croix indude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D ~ / ~ G percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . ' ~h ~ ~~n ~ / " .• ~ (JCS V Please p ~• Da te eviewed ~C ~~ Personal information you provide m be used b*`~de~~ racy s. 15.04 (1) (m)). G~~~~ ~ ~ d Property Owner Property Location ROSAMJI, L.L.C (~jp~ Govt. Lot nor NW 1/4 NE 1/4 S 25 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# l-~ 3 2141 Cty Rd. C sT. CROix COUNT 6 nor Indigo Ponds City St ~ ~o~fJGrt~er ~ City J Village ~/ Town Nearest Road New Richmond ~ WI 54017 715-248-7071 Hudson Prairie Meadows Drive New Construction Use: yJ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement ~ Public or commercial - Describe:na Parent material Sream terraces and pitted ouiwash plains Flood plain elevation, if applicable nor General comments ~ 3~0 `~ ~ r-e~~ _ ~ ~ and recommendations: mound design, system elevation 98.10 ft, based on contour line 97.10 ft Boring # ~ Boring 1~ Pit Ground Surface elev. 98.60 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/tt' in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr2/1 none I 2msbk mfr gw 1 c .5 .8 2 5-16 10yr3/2 none sl 2msbk mfr cs 1 c .5 .9 3 16-96 7.5yr4/4 none Is osg ml nor nor .7 1.2 Boring # ~ Boring ~ Pit Ground Surface elev. 98.60 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/tt' in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-19 10yr2/2 none I 2msbk mfr gw 1 c .5 .8 2 19-20 10yr5/3 none sl 2msbk mfr gw 1f .5 .9 3 20-34 7.5yr4/4 none scl 2msbk mfr gw nor .4 .6 4 34-49 7.5yr4/4 none sl 2msbk mfr cs nor .5 .9 5 49-96 7.5yr4/6 none Is osg ml nor nor .7 1.2 * Effluent #1 = BODS> 30 <_ 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 =GODS < 30 mg/Land TSS < 30 mg/L CST Name (Please Print 'gna re: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/10/2003 715-246-5085 ,~-cc.~ Property Owner ROSAMJI, L.L.C Parcel ID # Pending Page 2 of 3 Boring # ~ Boring /J Pit Ground Surface elev. 93.70 ft. Depth to limiting factor 39.E in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. CoM. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-18 10yr2/2 none I 2msbk mfr gw 2c .5 .8 2 18-39 10yr5/3 none sl 2msbk mfr gw 1c .5 .9 3 39- 2 7.5yr4/4 c2d7.5yr5/6 sicl/scl om mfr na na .4 .6 ^ Boring # ~ Boring _J Pit Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # -~ Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soit Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/Land 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017 Lic. #248956 NWl/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200 Town of Hudson, St. Croix Co. Fax.(715) 246-9372 Indigo Ponds Lot 6 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 1"=40' • = Benchmazk Ele. 100.00Ft Top of 1 /2" pvc pipe • =Alt Benchmazk Ele. 99.80Ft Top of 1/2" pvc pipe =Borings Boring Elevations B 1 = 98.60Ft B2 = 98.60Ft B3 = 93.70Ft B4 = OO.OOFt ~u 7~f r iii na. /d ~~ . ~~ _. 805- r , - --<"` ~°`~.~.- 23.22 X ~~"iv-~===- ~- ,23 - ~ " .., _ . i. ~ . r....._ t - - _ --- - ~, v - _ w MEAD ,PRAIRIE...- 9.63. o- - 493.7 ~ °t 3 96' -1 DRAINAGE EASEMENT 121132 S.F. 8~ ~, ~ ~ _ ` >~ ~ ~ co ~--!92V` __.._. (2.780 AC.) 6` ` ., ~. °~ 1.000 AC. N.B.P.A.)~~S' ~ t ~~~ `r ~ ~` '~ ~ o~ ~ _ _C - ~~ ~ r ~ _- _ - 0- N ! ~~ ; 1 ~N x 1 ~ i ~ ~ ~ ` ~ ~ ~ 1 -_ - ~ N, ~ _.. ~ ~ ~' ~ I ~ },r - --, __" - --.'. O.H.W. ~ ' `~ / ~ % ~ . ~ ; `, j 1~977MF S,F. ~ `~ '~ '% - ~ _ 135.03'= }~, ~ ~ 919.6 ~ j' ~ ~' 1 ' ~ { (2.244 AC.) ~' :t~ ,~~ l ~ ! ~ ~ I (1.058 AC. N.B.P. ~ ~ ~ f ~ ` '` ~ ~ ' 92458 S.F. ! - _ __ , ~ j , ~, ; ~ ~~ . ~ , wl : i~ (2.123 AC.) ~ ~ ~ .mow _ ~/ t % ~ 8$27 S. ~ ~~ ` '~~ ~ ~ (1.578 AC. N.B.P.A.) ~' -' _ 2.0265 AC.~~~`,,4 ~` .• --._ ~ r ~ l ~ ~ i''/ ~ ~ ~ '`" ~ ~ 1.217 AC. N.B.P.A.), i ~ ?S ?. y~ ~' ~ , ! / ~ ~ ` , I ! `~ ~_r 1 ,ji i 1 -- ., i ~ i ~ - `~ ~• `r ~ _ .- . _ . _ _ r~, " X81, _ r ~/~ /' ~ ~ '~ ~ _~ ~ ' ~ -~ '` ~ ' 87839 SyF. / ,- ~i°..,~~ J `~ I ~ `. tC~I ~ ~ ~~ 91811 ~ S.~, ,~ ~--... ~ ~ ~ % i -r (2.016 AC.) - ~ ~. : ,. ~~-) ,~ ~~ (2.108 AC.) ; _ - _ : (1.384 AC.,N.B.P.A.): ~ " i" - /5e~- CJ (1.090 AC. N.B.P.A.) .,, aa--~ - . t r co ' ° - N 157.92'' ~ 5 ~ _ ._ ~'i ~,-- _ ' f/ -_ • 1 ~"'~ -- t `. , , ' ' (3 071 AC~ 1.442 AC. N.B.P ;, ~ . , ,~ .~ ~~. '315.66 y '1 ~~ s ~ ~-~ i g5.i33 o`t i ~• ~:51-~:~. 157194 S.F. 3.609 AC.j/ . 1.022 AC. N.B.P.A.~,