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016-1062-70-000
Wisconsin Department of commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTAG-I TO F~RMIT) 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 ko acz, tom Glenwood Townshi CST BM Elev: Insp. BM Elev: l I BM Description: t ~~ C~~rU'~"-~ ~ 'aT ~- f`l ~ C~ Cz . t7G C , G . U ' TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding ~o~u~. TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic I Dosing /~ rte-- / ,'~,.., G.V ~~ ~ ~ ' Aeration Holding i. PUMP/SIPHON INFORMATION Manufacturer ~ Demand t -t ~~ GPM Model Number 3y Lf N I ~-{© TDH Lift Friction Loss System Head TDH F G~.? .'T 3.25 /0.7 Forcemain Length Dia. ~ +t Dist. to Well ~~ SOIL ABSORPTION SYSTEM County: St. Croix Sanitary Permit No: 453143 0 State Plan ID No: Parcel Tax No: 016-1062-70-000 Section/Town/Range/Map No: 29.30.15.437A ELEVATION DATA ` STATION BS HI FS ELEV. Benchmark ~ ~~ ~~.~ ion. ~~~ Alt. BM Bldg. Sewer y .9 b e,,l~. ~i.. y• ~,S /O r. ~d SUHt Inlet ~~~~ op ~., /U4 . 9 . g ~iY. G SUHt Outlet Dt Inlet \ Dt Bottom ly .I qN u Header/Man. ~ Q t ~~ 4 ~ Dist. Pipe -7.35 /o/.I~ Bot. System ~.v ~~ .sa Final Grade St Cover 5-IS ~v 3.3 ~-. BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 5 i ~ t~ t 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LE HING anufacturer: INFORMATION CHAMB Type Of Systemn: iY(U v...~. a ~~ S ~-a, ~' ~ ~~ . / N ~ H U odel Number: DISTRIBUTION SYSTEM Head~:~r/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Len th ~~ Dia °~ Len th ~~ Dia ~ ~ S acin `~ "'-" SOIL COVER x Pressure Svstems Onlv xx Mound Or At-Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center 1 ' Bed/Trench Edges I r ~ Topsoil Q.5 Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ / a~ / y•/ Inspection #2:~/~/ G~ Location: 2832 130th Ave Glenwood City, WI 54013 (SE 1/4 SW 1/4 0 Unknown) NA Lot ~ 29.30.15.437A 3-~ ~ o ~_ 1.) Alt BM Description = /oo ~ - co nGV~'~= ; h ,`N ~ V~ -----_. 2.) Bldg sewer length = ~ v - amount of cover = > ~~ Hi ~ i1 Plan revision Required? Yes '~No ~9 U ~~,~ ~C.~ ~ ~~ -7_ `f Use other side for additional informatidn. ~. ___ . ___ SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. ,1. t. Safety and Buildings Division CO~h - 201 W. Washington Ave„ P.O. Box 7162 ~~ ~~© ~f ed in by Co.) ~ ~ Madison, Wl 53707 - 7162 Sanitary ~scons~in (608`) 266-3 I ~ t 53 I 3 Department of Commerce to Planl.D.N Sanitary Permit Application ~ _4 b~ ~~~ gg~2o~=T~r .1A~ to accord with Comm 83.21, Wis. Adm. Code, personal infoymatioa o t~ ~~ (if dill than mailing address) maybe used fnr socondary purposes Privacy Law ~) ~~, ~3Z / vv t p`~+'~ qiJ~ ~letawvaP L Appilcatton Information -Please Print All (nformatioo ~~Q p~ -bet-M Property Uwner's Name ~ _ Z ~ ~ ~ {~~ ~~ ~~A / 1y,~~~~~ ~ ~ O ~O /~J•(/, 0 ~•Z-- Z~tJ\NG ProtxrtY I..ocation Property Own~s's Mailing Address „~ I ' g ~ ~ J ~ 'h, S~ %, Section~Jy~-- Zip Code Phone Number ~ City~S`tate ~M ~~ ~ ( ~+ ~ ~~(circ ee fie) 11. Type of Bulldlag (check all that apply) Subdivision Name CSM Number ~I or ?Family Dwelling - Number of ootru ) 2p , a cs.t»_ 6D . 0 ' ^ PublidCommcrcial -Describe Use I ^City_^Villege ownship of ^ Sure Owned -Describe Use i z p. ill. Type of Perntlt: (Check only one bo: on line A. Complete line B if applicable) A, laoerneat Only ^ Other Modification to Existing System New System ^ Replacement System ^ 'IYeaunmVHolding Tank Rep t list Previous perntit Numlxr and Dau issued ^ Clsange of ^ Permit Traasl'er to New B. ^ Pcrovt Renewal ^ Permit Revision Owns ' Before Exp'vation Plumber iV. T e of POV~'TS S stem: Check all that a 1 ^ Non -Pressurized lu-(houud ~lOl~ound ? 24 in of stubtble soil ^ Mound < 24 m. of suittb-e soil ^ At-Grade ^ Single Pass Sand Filter O ConsrJUCted Wetland ^ pyessurizod ln-Oround ^ Holding Tank ^ Peat Filter ^ Aerobic Tt+eattnatt Unitl ^ Reciroulating Sand Filter ~~ ^ Iki line ^ (hovel-less Pi ^ Other Recimulatin S thetic Modia Filter ^ V. Dis ersal/I'reatment Area lnformatlon: s Dis real Area Req ' pd (sn Dispersal Araa Pro ed (si) System Elevation Design Flow (gpd) Iksign Soil Applieadon tagpd it Pe (~ ~ ~ 1 ~~[~ ap~tp ~~.D (ZDa ~~ v~3~8 ~ i~r~ -~-=D t W Total Nun Mazrufacturer Prefab Site Steel Fiber Plastic i V1. Tank info ~Itms onente Constsvcted I Glass Callous of Units ~ ~i2Q /4 - ~~ ~ I l Attach eompkte plans (to the County only) teethe iystcro oa paper sot ~u lbaa a1R s t laeba la Acrubic TrestmcrK unn Dwinµ Cfwmbcr / ~ b V L1. Res osi blll Statement- 1, the under ned, a s ns1bW for lnstaUatlon of the POWTS sbown on the 9~us n u Phone Number PI s Si ure Mp/-v1PRS Numpb~e~r~ ~ ~J Plu N¢tnc (Plot './n ~~ /T ~ Z ~~J' G~~~~ ID L i 2- ~/` (~ Plumber's Address (Street, City, State, Zig C VI11. Count IDe artment Use Onl Sanitary Perutit Fee (includes Groundwater OD~~~~/~ 1 ruin Agent Signature ( o Approved ^ Disapproved Surcharge Fee) ~~ ^ Owner Given Reason for Deaiai IX. Conditions pprov U SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances, SBD-6398 (R. 01/03) J ,: ~,... k ~ n0.~~ --, 1 o w. ~ •, G \ a,,,, w, o o a+ ~/ i ~; ~~z.b 1 ~ i ~~ // I ` " oi~.:..(~~~ ~~ ~ ~ o c.tJ/..i; on s ~~.. ~o ~-w4e ~~ } _ } . ~, / `~~ b X43 0' C~ ~.~~ / ~, r~~~ ~ ~~o~, ~ s~ , ~ . - . --- _ __ __. ___ . __ --_---- - W ~~~ - ~0 J ~ ~ - ~ ~f b o ~ v-~' lt.." S a... ~ ~ e u'~. Z'L Z~-7~r ~. 4~~~ t~~ ~~~ ~ o~. ~~~ ~~~ ~~ / ' ' ~' ~ ~ p ,. ---- _= ~,^ q b 1 -~__ ~ 9 2 S~ .~ ~Z4' r-.z.~~ ~..~r.Q C.~}..~ '~O w ~ ~~ of ~ ~~o ~/` 3 __.~ ti commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary Apri109, 2004 CUST ID No.222774 ATTN.• POWTS Inspector HENRY F GROTE ZONING OFFICE CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA E4366 353RD AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/09/2006 Identification Numbers Transaction ID No. 984204 SITE: Site ID No. 672489 Tom Kopacz Please refer to both identification numbers, 130th Avenue above, in all comes ondence with the a enc . Town of Glenwood St Croix County SE1/4, SW1/4, 529, T30N, R15W FOR: Description: Four Bedroom Mound System -Individual Site Design; Approx. 2.2:1 toe-slope gradient Object Type: POWTS Individual Site Design Regulated Object ID No.: 949660 Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System(s): Mound; Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system has been reviewed and approved as an Individual Site Design. The system shall be constructed in accordance with the approved plans and ch. Comm. 83, Wis. Adm. Code. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(71- A copv of the approved plans. specifications and this letter shall be on-site during construction and oven to inspection by authorized representatives of the Department, which may include local inspectors. ~' ~ ~' ~ ~. Cc.~~i~i~~~ptrxll~, ~, ._ - - HENRY F GROTE Owner Responsibilities: Page 2 4/9/04 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Gerazd M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:1 S pm j swim@commerce.state.wi.us Fee Required $ 300.00 Fee Received $ 300.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Y I Tom Kopacz -Mound Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manual: Pressure Distribution, SBD-10706-P (01 /01) Mound by Individual Site Design Location: SE '/4, S W '/4, Sec. 29, T 30 N, R 15 W Town: Glenwood County: St. Croix Date: April 13, 2004 Owner: Tom Kopacz Address: 118 Hoyt St. H d ~~~~ ` ! O NI ~~~~~ 3 ~i ` c u son, WI / ~ !--••••. 5 54016 ~~ • .!~i . i . ~'- HENRY F. Designer: Henry Grote _ GROTE ';~C ~ M NpMON1E i~ " Signature: . `~ ~~ VVIS. License: WI D - 69 9-007 ~~~i ~FSIGN~~~~ ` ~~ ~~1111~~~ Attachments: SBD-10577 -Plan Approval Application SBD-8330 - Soil Evaluation Report Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management APR - 5 2004 SAF,~, & e ~oGS n-v. ~:: ~ ~.., ~.:,;~ a e 1 of 8 ~Ei~l~R7MENT~U~F COrt;,~Ef~GE P g ~11ViSIaN ~F SAFE7YAND BUlLDiraGs SEE COkR PQNDENCE Design Criteria ~~' Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L Bedrooms x 100 gal/bedroom/day x 1.5 ~ cr° gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water ?~ 3 ° Depth to bedrock ~~ ~ 1 Cross slope at system ~Z- Force main length ~r~S Manifold/header length ~~5~ Drain-back ~ ~ ~ Z Lateral length ~ @ ~ ° ~ o Lateral elevation \ o ~ ~ o Lateral hole size 3~ ~ ~ in. @ S ~~ ~ 13 holes/lateral S' '2._ Lateral volume 2Z. co g Total lateral discharge rate ~ 4`632 Network pressure compensation losses O '~~ Elevation difference ~ • ~ Friction loss ~ ~ ~ ~ Total dynamic head ~ ~~3 b Pump/si~on ~ ~ gpm @ \ b Manufacturer ~ ~ ~ ~~ w. •,, ~~- Dose volume ~ Z o - ~ Lift/siphon tank ~ ~ -~-~ ~z~'b ~~,-S~ ~-~o~l.~o Septic tank ~ ~ '' Effluent filter ~ ~ '~ ~ Measurement pump on and off ~`S~ Height alarm from tank bottom ~ $ ~~- Reserve capacity ~ `+' -E~ ~ specs.calcs.res Design Calculations o ~ Z b gallons/sq. ft, per day in. in. ft. of ~ in. ft. of Z- in. gallons ft. of ~ ~Z in. ft. @ bottom of lateral in. ( 4-' ~ ft.) Spacing holes total gallons gallons/minute @ ~' s ft. head ft. ft. ft. @ ~ S~ gallons/minute ft. ft. of head Model # S~rt`F ~ gallons ~'~~ gallons ~ ~"~~' gallons in. m. gallons Page Z of `O L . b ~ 1 `/.... 4.. ~l.l ~ L. X14 j/ ~ ~ C /\ !~~ 4 ~'~ ~ lS' S a \s~~ t o ~~5: on 1 . u tom,. 2.z.2~-Kr (~ I~..IJV~ ~ ~i i I q ~o a ~. k1~.o ~ ~..~ : ~.~, \ -eat =~-~-~ ~ ~ , o z5 i J~~/`~ p~ I V 1 ~ ~I O,S °~ L i i~ ~ U r er ~''~ w. w.: e,~ ~.- } \, `~ Z =~oO.Or /, ~~ +Q ~ u-Q,.Q ~t~ o,..t c ~.,~ 3 + i ~~ b ~ ,~~~~b ;- K410' / ~ ~l t?~.~~ / ~ oC ~ ,, ~:~ ~ ~ I ~- 2~0~~ ~ 2 ~ ~o~`, _. c ~ ~ ~., , I J S ~t,.~ ~ Irv q S . J ! a.. ~-~ ova •. 1r OC.~ 7 ~ 0.t ~~Ml ~Ll~t ~ ~ 9+- l ow(~f Z~,`.~r~ ~~ ~ ~~, © 1 / oJ' ~~ ~ ~ s.~, \ ~O ~ ~ / 1 t3tr-y \ ~o ~ o,p s ~ ~ 1 (. ~o ,1 w.a~ \ b" S,.~co. s~~~ 2 ~ .~, a „ zz.b' ~1 J ~ '. ~I ~U ~ / I'. [[[ t .. ~ ,. ~: o-.' . ~"''/ ~.~,,, !~ - per, ,t}i ~. 0 ~ - w..~~ ~ ~ C.9-~• S ~ C- c~-~ ~~-~~ w. ' ~ , ' P' -. ~. Nisi ~~ ~~ l- 1 c~ v, V ~ e.,w- o• ~,z~, - '2 . S ' _.'1 ~. _ _ _ \~ts~ ' O ~- ~ -~- `t'T~z I r z.~ 1 .~_ ~~3, 4-~ ~.' T l3 ~ ~ ~~~~ O'. 4" ~- a ~ ~p ..~ P v C o `o ~ ~r v ~ i; o y ~..'a11 ~ +r-~ b • i~ ~ o .. o ~ f o ~ k ~ ~l 11 U l( 11 ~ (~ 1 ~~ .~a•, ~, a~+a.rvr.. r'•e.la ~+..~:'i' .l 1Z~~ ~o..^ ~~ ~2Z~3' Q S..Sj ae.~..t "/ ~Z 7o c~C,n,~~a<,1:~. \ ` \ \o ,~ 2,., 1~` ~~ p V C ~ L~ 4o y ~1r LL M a i N ~ Z P V C ~ Gi~ 'Tl~ ~:..Q ~, ; .~ 1.~0 ~ / Z.~' f 1 ~ Zp,n' 1 II ( ~( 4 +'vO~~a. i~ "~/ V«1,vL (.00 Br ~w~v~.\4+~7 ~ Qom. ~ 0...i Jlxo..~ 5 Z ~o \ t) Y0T ~,` ~S ~-> ~ ' b to ..~ - ~ '~` ~3 Z .., ~ ~ a. \ ~ cX..o~- ~ Z ~ S~ ' ~ ~-~,~C ~ ~~ ~ ~~~ ; o~ ~ \~ ,, f ', k$, •r C` L C.> .~--~ l o Z,~ r 1 a.,,, 4" P ~ ~ PIV~ 3, oKTU <tioIgTUR8E0 ~" T i~ r ~ pp~'RovtD ~fLSKET ~NT'J Ru. v~-[ (~Qw+ELTICKb E~e~, -LOCK~-JG COVER -~ lvv~n+~o ~.s3E~ . QUICK G~~COVV~Cf_, aS.o 9" 24uI.D. truwun,F A \ a D BAFFLE " 2a~5 ~~ ALra.Rl~i ,~ ON ,~ ' ~' ,s CtF ~ ~, Z FoR~~i M~,ti WEATIIERPROJF n JUNCTION be ~~~~ wccc H O:r C~S~ ~~ ~ Co~rCatE-rF BcoCK IZ~ ' ~ ~"~/' T (~ "L 1c.~ ~~~ ~-a vE'~-I ~--5 ~ I 4„ ~~` s~~ ~ 3' o•~ro ` U+~cD~STU[D. ~ rt~u-+o C ~~~ SEPTIC t SPECIFI~GATIOIJS DOSC ~ ~ ~~~ S~ ~ T~-~KS MA-JUFACTURER: (JUMD ER OF DOSES: PER D~~ TAIJK SIZC : \~~~ ~' ~Yb GJ~Ll.0A1S DOSC VOLUME ALARMI MA-JUFACTURGR: S~ F1..a.~-~o IIJCLU ~Z-O. OIWG 6ACK/LOW. (,A~~ONS 10 1.1 w /"1000L WUMDfR: ~ CJ-PAC ~ ITIES~ A= ~~~~ IuCNfS OR / ~~~'~ WLLOus SWITCH Ty-[. W~"~'"~ "`~D B c Z IUCMES OR 1Z ~ C,AL~O~S PUMP /'~AIJUFACTURCR< ~'1 `~ ~°~ ~- i ~'S C ^ iUCHES OR ~ZO. ~ G~~.OUS MODEL -JUMDCR: S~,"}~ S~ p~9.~ 14~''08 ~ intGHESOR .~~.~o~; SWITCH TYPE; ~O~`'`~`"~ '`~'~ AJOTE' PUMP AUO ALARM ARC T O DC M1IJIMUP'~ DISCNARGC RATC ~~'~' GIN INSTALLED OU SEPARATE CIRCU~.TS VERTIC/~L DIFFE1lCIJCC OfTWCCU PUMP OFf A1J0 DIDTRI~UT101J PIPC.. ~ ~ FEET I + Mi-JIMUM UETWORK SUPPLY ~RCCLURE ~ ~ z'~ FCCT'~ ~ ' ~'S ~ ~ TT,// + ~ FEET OF FORCC MAIW X Z ~~ Fioo~xFRICTIOU FACTOR. i 1',` ~ FEET ~ ~~ ~ ~ ~-•, TOTAL DyAIAMIC NfAD = \o`~~° FEET IAITER-JAL_ DIMEAJ6l01Jfi OM TAIJK: LE1JbTH `Z__.~Z__~, 1 . 'WIDTH ~ ~ ;LIQUID DEPT H Pa~.~ 6 ~F g --~ i i Pump Characteristics ' Pub, mp%Ma1or Unit SubnNtfNo AEaesnlModtls'SO Ml iM2 M3 Ma MS euowtu Models AI A2 .~ . Nor>~ wr . , I 2 I full goad An s IS.O 1.6/7.1 3.1/3.1 l.b 1.2 i Mot« fY Co p!9r $tarl 3 8 R.P.M. 1450 Pfiese . 6 3 B Voh e I IS 2Cr8.230 208-230 ~b0 S)S Marvel IAo/el (l00 M4 ML3 MI M5 AursmoNr Meedt A2 He,sr¢e""` f full lwd Am s u.~, u.r e.e/s.l 2.8 1.9 Motes ! Ca alter Ssut 3 0 RFM 3130 Pha, s I e a s Yatf. a 20b-23o 20tE-270 ~6o sus ++er,z ea Tentgerature 140' f Mat FIuUI TMs . M_UAA Oe9 n l tl msulc,bn U~ss i DiscMr s Site i 2" NPT 51d. _ ( Slid, MWtdlag - 7/4' ur~r wti ht i` Se bs. (50)~ b! lbs. 1100) ioMsv Cord L 1' SY, 14/3, $1TV!•q~ 239V, lo, 16(3 5TWA; 3a 16/1, SiW-A, AU cads 20' std, wlrh 3G' opt. Materials of Construction Mande Sfnisdess Steel lob iroying Oil i pialactru 011 Moior tsou,iaS - COST Ir91 ~ Purap Coring j Cmi Iros Soft 5faialas Steel i Meshoaical Shaft Seal Seal laces: Corba!Caonsle ~ Seel body: Mass Sprleg: Srol/less Steel batlews: bow-N krpotlor Engineesee ThermvPla:fis UROer 6wnng ~ Single Row Edl Beaiag lawn Bearing I Single Row Bdl Baaiag I tloUam Pkla Polyester Ccated Steel ~ for assets $taidess Steel ~ legs En}inswrasl Tharneplastk S ` SSI~I-] Y L"r a"1'r Performance Data +vl IVV 24 80 ._~, ~... _ I I ~+ IB Abp _... ~ SHEF 100_ .._ i ~ ° ~ SHEFSO i j o ~ _. I 6 ~ I 1 . _._ ~ ' I 0 p ... T. ....... . Capbcity•IJ.S. G.P.M. G 20 40 60 80 1 00 ul~s/Secarc! _..._ o ._...._. _...., t a a I l 16td Head (laep 16 15 ~ 35 45 55 65 T5 40 (nl 4.9 1.6 10J 13.1 16.b 14.b 12.5 11 1/2 HP (US GPMI 63 SS 41 35 18 -- 1 HP (US GPM) -- -- bl ~ Sl 11 65 SO )2 0 ll/s) _ -- S.S 5•I 4.1 4.1 3.2 _ 2.0 -••; G Dimensional Data 1 All d.rnensiO~iS in rtcnes. 2, Component d!ma.narms may vary' +!• 1r~ inch. 3. Not for construe?ion ps,rposOC unless _en;fibo c Dimes&ions Hnd weights are ap.roxirnato. 5 W~ recesve ihra •ighl to ~nake revisie~s to o:;r products ar,d tnuir spacrflc2uans wilnpu; •ic,tivy 6 ~loul ywilch l.dulcmnt:r, r+r.KfC~SOnIy` ` ;,,y" ...y ~„n-........ :.,~~n m "~ ~..._ I i ~.,~~KI ..f. ,,.~. .. ... ~~i ~. p.j~^... aas, .. it n t+i nClJ NtI' I "~ . ~ ie ~ i ,~, •. SNrFS4 SHEf 100 ~~ HVDF~OMATIC~ 1840 Baney Road Ashland, an-o 4asos Tel; (419) 289-3042 ~,, .. ;: ~': pN'y ~,~. ~~,. _: a ,y System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. [f the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. 12. Down-slope toe should be mulched with anti-erosion matting at construction. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. if necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. ] 2. Note: Down-slope toe of mound is relatively steep; if mowed with riding lawn-mower there is possibility of tipping accident; leave un-mowed, mow by hand or weed whip. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.~~3 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 ~ r ~n,•, ~~"~ Wisconsin Department of Commerce S L EVALI~A"T~~3Ik~EP~SRT i Division of Safety and Buildings in arnnrrianra w' h Cnrrr(1hAfv w1~ ,Ar1m rnr1P Zoos Page 1 of 3 Certified Soil Testing '' !~p~ `County Attach complete site plan on paper not less than 8'/: x 11 inche in size, Ian l t l i d b li i d i l f ~ f o must h St. Croix a nc u e, u not m te to: vert ca and horizonta re erence poi (BM), di~ec i +and percent slope, scale or dimemsions, north arrow, and location ~ttD't 1@~re~'r~2d. parcel LD. Please print al! information. _ -- J D Personal information you provide may be used for secondary purposes (Privacy Law, s. ... 15.04 (1) (m)). R iewed By ~ _i,~ /~.e~(~ ~~I ~S /O Property Owner Property Location Kopacz, Tom Govt. Lot SE 1/4 SW 1/4 S 29 T 30 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 118 Hoyt St. City State Zip Code Phone Number ~ City _~ Vill age Town Nearest Road Hudson ~ WI 54016 715-831-0290 Glenwood 130Th Ave. / New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate Replacement,,,, Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable General comments and recommendations: install 5' x 124' rock cell mound on 100.0 contour as upslope edge of rock w/ 0.5' sand fill 600 GPD NA ^ Boring # Boring /' Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 3 f in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 7.5YR 3/3 - sil 2 m gr mvfr cs 1f/m .6 8 2 j 9-26 7.5YR 4/4 - sl 1 m sbk mfr gs ~ 1f .4 .7 3 i 26-30 , 5YR 4/4 - sl 1 c sbk mvfr cs 1f .4 ~ .7 4 130-51 5YR 4/4 f3f 7.5YR 5/3 sl 0 m mfr - - .2 ~ .6 .~-~ ~ I i horizon 4 has occasional loose pockets s; horizon 1 is gritty sil, almost sl ^ Boring # __ Boring /j Pit Ground Surface elev. 95.7 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon ~ Depth Dominant Color Redox Description Texture Structure Consistence Bou ary Roots GPDIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-6 7.5YR 3/3 - sil 2 m gr mvfr gs 1f/m .6 ~ .8 2 j 6-10 7.5YR 3/3 - sil 2 f sbk mvfr cs 1 m .6 .8 3 ~ 10-22 7.5YR 4/4 - sil 2 m sbk mfr gs 1 m .6 I~ .8 4 22-31 7.5YR 4/4 - sl 1 c sbk mfr cs 1 m .4 .7 5 --~ 31-38 - 5YR 4/4 f2f 7.5YR 5/3 sl 1 c sbk mfr - - 4 ~ 7 - i horizons 4 & 5 have occasional loose pockets s; horizon 3 is gritty sil, almost sl; occasional gr & cob below 22" tttluent #1 = t3UD5> 30 < 220 mg/L and TSS >30 150 mg/L ' Eff en #2 = BOD < 30 mg/L and TSS < 30 mgr CST Name (Please Print) Signat e: CST Number Henry F. Grote ~ 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 4/2/2004 715-233-0398 Property Owner KopdCZ, Tom Parcel ID # i+ `~. Page 2 of 3 Boring # ~ Boring Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-7 7.5YR 3/3 - sil 2 f sbk mvfr cs 1f/m .6 .8 2 7-18 7.5YR 4/4 - sl 1 m sbk mfr cs 1 m .4 .7 3 18-31 7.5YR 4/4 - sl 1 c sbk dsh as 1 m .4 .7 4 31-46 2.5YR 2.5/1 - s O m dvh as 1m 0 ~ 0 5 i 46-52 5YR 4/6 - s ~ dh - - 0 0 horizon 4 is strongly iron cemented, effective BR; horizon 5 is generally cemented & resistant to penetration w/ occasional loose pockets of s; 1 roots to 41"; occasional 7.5YR 3/4 SS frags (1/4-1/2") 14-46" 3a Boring # -i Boring /' Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I I I -- I ~ it I - i -_ i occasional gr & cob below 31 "; occasional gy si coats on peds 7-31" ^ Boring # _J Boring w'!°! Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon j Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots _ GPD/ft' 'Eff#1 'Eff#2 -~ ~ I __ i 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 =GODS < 30 mgiL 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. SI3D-8330 (R 07/00) Certified Soil Testing ,a v v..~ ~o ~ al C ~ - 1 1 n T ~~ a, ~•. ~ ~o L . to r ` 2_Y ~ ,8 ~ C~io~. ~ .w.o tied.. ~ ~~ ~1E~ Q ~o a c tc~.o ~ V ~ Y J ~~ ~ i^-c-~ ~~V ~1 ~o ~ ~S 6 tL~ b w a~ ~Cio~ C~'^9 ~~a l'7L~q ~ 1J-n b 1.0 a, S,~~a i' l~t~~ ~ \~ `i~ ~_~~ 25~~~r ~`~ . `~ J 1~ R~3 ~ ~~~/ ~+ Ih~e ~~, ' 2~ X410' / ' ~( ~.J\ / ~... __ .. . _.... _ _. --....._ _ . __.. _._._.__... 2~W ,..~._.._.__ -----• //~ 1 Owy.~ l.Y`~~w.00 ~~ (t ~ c as Q„ 1" ~- ~O ~ ~ ~ . ~ ~ l~ S Ca . ~~ llso' GlT'1k LZ.i~}-7rt- ~j- ~~ --~oz~ /. \ p,S ~ L Q -~ ~ 1~~ ~3.0'4,,~ 3 v/ ----------~----_- / 239 l/, _ .. ' ,: j 6 ~Q (~ %~ `~`ZZ) y~ 3 ~~0~3 ~ tau, ~~ /j ~ i / ., 04/21%2004 DYED 01:59 FAX ANDERSEN-LAMPERTS ~^ Y n N O ~D ~' 1 V O I bd. Q r0 m~ V `V ImI1j V /~ ro gw 8. m P N n Wrv 4 c I t c l~joo7~ola SEth~ gesn~ 04/21/2004 WED 01:59 FAX ANDERSEN-LAMPERTS "\ ^~ V Q n 0 V ~~ 1 V f~ /f V a m 0 0 ~- k! N R~ x ~~ N w N u Boos/o,ta 04/2'0/2004 16;28 FA% 7152352592 T L SINZ PLUMBING INC U6. Opp qit F12I 10:91 Ft_I: TIS 736 d6$ti ST CR1. CO 2C~NING ST CROX~G COUN'1'~ SEPTIC TANK MAIl~IT DANCE AC~R$EMIdNT OWrIERSHIP CE1tTg'ICA'I'ION FORM -~_. D G G Z paruerBuyer tviailirtg Address .~ ~ .~ ptopecry Address " T `- (Vtrificatioa requited from Planning lyepa~tmcot for new coostruerion) ' -~~- 062 =~o - ~ ~• ~f3~~) ,~ ,,,~ ,,: Parcel Identification Nttnnber ~~~ - ~ CiTy/State ~~' [LEGAL D~SCRrnT~ON Property Subdivision t,~,t S ~ t/., Sec. ~ T 30_N-I~~ W, Town of ,_.;~~~- -~ _'1' _ ~ ~ .a Lot # `~- 'Voittmo _~= Page # Certified garvey Map # // o page # g 'p(ratranty Deed # _ 7 S'S' 7 ~7 2- ~ , V41ume Spec house D yes ~. na L,ot lines Identifiable ~ yes O as ~UU1 S'St~~ANCE Improper use and maiatapanaeof your septic system could result in its premature £ailtu+a to handl~wastcs. Proper atatintenan out the septic tack every three years or sooner, if needed by s lioeased pumper. 'W1aat you put into the system consists of puzapiag can affect the function of the acptie tank ns a trzatmetst stage iii the wash disposal system. tI~o anvaer cad by a ~ cnt a cettitieation fota~ 5i$aed by The property swats agrees to s°bmit to St. Croix Zoning psi tardi cYnom tumbct, teatiirtcdpittmbcr or st Gc~cnscdp~_ r ~o~~ that (1) ttte on-site vrastaa+a sP°S~ masterplumbot, ]~cy~AP on sad ttm in tf necessary), t}u ecptie tats): is less than t/3 full of sludge. is in proper olscr:t~nS condition artd/ot (2) aRc* inspocti p P B ( rivals f~Se disposal ~m ~ovitta the standards Uwe, tfae undersigned Issue read ttse above ryquiremcnts aIId sgt~ to mai~a~.in the p of Commerce and tbo Dcp~,rtment of Natw~1 Resources, State of W~~~- t~cadon ui fottts, hereizr. ~ set by the Dcpartsn~ lctcd nod rcfttrtlCd to the St t~eix Cotmty ~o~°~ O~°o ~~ 30 stating that your septic system has beta ssxnintaincd must be comp days of thrsc year exp' rion data. /~0/0 DATE SIGNATURE OF AFl' CANT O~_ TT~ICATxON our L-nowiedgc. I (we) am (nze) the owccr(s) of I (wc) certify that all statements op this force are tnic to the best of my ( ) tl~c ptopc described a v by virtue °t a vrarraury decd recDrded in Register of bends OPfica. /~ ~ DATE SICIbIATURE OF APPLI •sr..• ...... q,ny information tlsat is utis-tcprCSCOted may result in the sanitary perant betsag rc~~ by the 7.°~B DcPatt>Y,cnc 0002 •+ Yaclude wick thts xpp[lexftod: a dtlle ecrriti4d survey ti]aP tc~°~ ode in the warcantY deed ~. ~ ~~ ~ •~ • Cece%a • 97 V i n C o h C 0 b Ea.-/ wiss. 9 de o~ 60 ~ ` ~3 .FO \ p[ F l tl /1/ienan /BS /toffiss • '1 HCibe~t • b sB too ~ sseais, 40 ~ .2/cha~d • Ed.,~a/-d yHattia gc V ~1 ~ s Rove ^ Lu.Es ~•. ~o:x ~• Bo Cta/ .•e yW ~ s Cj~ace beirnue/.~e Gtbe~.n~.e/%~ ~ b ~ ERAL.D 8 b 0 '9 ~ ~ /bo zoo a~~ ,,~ /io ~'/y~ ctux ~(r j d qtly ~ob v ~~ • Pa s ~ 1 v o f ' a a v o ''~ ~. ..r.3/ Bo neat s Ei D th iP,cfia~d, d H y a ti a ~ VT V a C y . oro /`>oe a rey t . /t C~/ 99s a ~ ~ ~ ~~ ~ C ~ ~ ~rfa om , ~ b 4 0 ~ ~ y ~ .! ~ Emer-o=/ /~r~Tai-~s l /a ne cS eth '% Pa 3 ~ ~ /zo ~ ~.~~ ~ s /so ~O Q ~ ~ 4 Q' ~ aa ob 't. ~b wic ~ J 4 Exchan9g Inc. /20 41~, Oh~crn ' ~ • ~ • 3 .Qpp 40 ~ • i •: dp OC W W F~oncis•• tSchu ,9 I~viir Moe ~ a ~C X M ~ J eorsQ~d • 40 ~Scwas E. .9irde~son ft~~~ f!o//do f ~2obBit • j ~ /oo • Ma/;y Lou / ~ 6~ 7B lLtl C 0 V C ~ Pocr/a Bo • r a/ewif We.ei 7 i7/lc +.F ^ n C 4 tl cStandae/•t O 3 Tutt. ,9r~~/a~d Farm .aiv. F~ Q•~~~ sso • aa l.~`"U~ /iffo~d s i7tan Anderson • • , e . /,f,• a b4 • ~ .C N.I,•~ ~: ~i l,' r~... GLENWOOD PLOURDE'S 1£ON CITY AUTO CO. HARDWARE HANK 8£R£NSC~iOT INSVRANC£ General Hardware & Appliances _ ~ ~ A G £ N ~ Y Plumbing & Heating Bottle & Bulk Gas INSURANCE & LOAN PHONE: 265-4877 Phone: 247-3325 PHONE: 265-4080 GLENWOOD CITY Somerset, Wisconsin 54025 WISCONSIN GLENWOOD CITY 54013 Co~/o. ~ 3 b ~ ~ /zo /B.~ t7amCS 010, C Ing C ~1 .Pobr/-t tl i l~enifa ~ (\,i ° 7..e/9a,~ V t ~ ~~eiy~ .~ Hi/i • . ^w1l rFr o ~~ ~ 0 n ~ rene O/'ton 0 C M dw. ~ 3 E. o. C ~ a e /z4 ~~ -~ ~ ~ Fo~~ • V d ~ oeS //9 s' C J • a~eou N est zoo .o V S G . :o c~ p v ~ y e~ o o rIF ~ ~ Francis E. b tl'~ h • 0 iy l 0 F ^ -h ~ b * ~ 4 40 ~ g //C~non f ~it~nh be~-mue/% a{~ ~ ^ ~ a-~ ~j ~ 4 l~ ~ h 4 C ~ Lo~~aine ~W~ /six ~~ ~~4 22s a ~ ~ ~tlb ~~ ~ ss~ira'~ on 0 Er-nesl' • hem ~ • `0 b N ` 4 ~~ cSciS~o 6 a/- ~ • 1° Mary Ch/vsterwrci h y h ue Leos ~ .Pose Thay~e/- ctux ;y~l 0 ~` Mundt /2C /zo •tl J 0~ 4 I~/in f /~3e/ hy/ • 'CV t Q 80 4o go Mabe/ 9.0 /~6/y Meh- • ,ao V ~ ~ MOC l99 /Gia~ 60 • O • ,Bum/ei /i .6/uce Ya//ea• P''/• ~ I~~%n ponce/d /'~'% `9 • f Kaman c.d- ~s~ t /`7~c be/ f La vorsne ~onQ/o~ S /Condei- w9 /~7oc zo F~ie6u~ La/•son 0 7J 2/ores 77 i39 s9 6 0 .~• V .Poy iAnise ThoinPson N 4 ~ 0 H/bert ~ of,% /'2O `rla~J, tl~ n 'n+o~" TfjivmPson 200 ~ ~ jZf tl k~3ae • 7i ~/d qw~ ;tlOC. ~c3 LQIJr'C/7CC f 0 ~\o ~ja~y f rie c hhira. Abbas Houyan ~ 0`~~ ~ .6oof/i /z/ • • n tl ~~ ~ ~ O p /e D z2B l ~U tl 0 Mi/~hon • •/zo .Donav'on iti ~ ~~~ • ~ ~ ~~~'~ Martinson ~ hwa df ~~~ ZO 0 ~ v 80 • DD ~'/SK9.Pockfo/d MaP 6/s.Inc,,~¢y./976 SEE PAGE 37 r, .•. .. .. _ t /'70 ~i-is ~ ~ye.~ C /2 0 men ~ ~c4~ o4i21:~2004 WED 01:58 FAX ANDERSEN-LAMPERTS U..25~lOP •253 f STATE BAR OF w'ISCONS7N FORM 2.1999 Document Number I ~'~'~~`TTY Din 'this Deed, [nude between TtvQVe .T~,~gp-gjds QTBnror, and T)toma* S. Kot>~M,~,r and Thera Br K~t~ ~1~1d 8ll~.wlfa Gratscec. Grantor, foe a valuable considesatiort, conveys aacl wartaats to Grantee the follvwitlp described real aatate i.II ~t• Croix County, State of Wisconsin (if morn ipase is needed, plcaac attach addendum); W rA of 3E t/.of SW '/~of ~eetion 19, Towrshlp 30 North, Range l5 W'eet, 3i. Croloc County, Wlsconsin~ [7J009/016 7~849Z 81GI5~ OF DPA,EDS sT, c tx ca. , ri RECEIYBD FOR It3ACORD e4 / d2lZlO4 l i e i5AI1 YARAAEl1 ~ fiBD RfiC FE>±: il. ~ TRA1[5 FRR: 21®. 0Q COPY F>E;E t CC fBE: PAGESs i Reoordirttt /-cea zp , a ~ ate- ~~ Name and Return Addtass '~' oYG1p6~'7p.litid ~. ~3~ Patccl Wcntaficatlon Num>»r Zhis Ig .homestead property (is) (ls not) l;xceprio to warrarttles: F.s~rvents, t~estrlctfons and sights-oP-way o[ reaped, if any, Dater] this 1 day of April ,?Apo _ _ -_ _~---•AUTHEIVTI N~('UCC~ - sigmntre(s) __--_._ ~i8 + I~ulpl~c - - •- - ----•- -- ccta~g •oY~S~.a . _.-. A111hctltiGyteQ this .. .day d[~~ , , _-_ TITLE: hlEMBfiR STATE BAR OP WISCONSIN (If not,. authorized by $ 706.06, Wis. Stats.) -~- THIS INSTRUMENT wnS DRhETED BX Attorn~e 1C, rlstlm4 Oland _.._ IIwlawn : Wf SWl6 . _. -. ISiga~wrta may be uudteutiwtad or acktwwiedgrzd, Bah nre nac necogwry.) -- a, ~ _ 'I~gve J.1VorroW, , CKNOWLEDGMENT ss. Couty ) Personally came before tee tlv _ day of April the above tlatnet! to mta known W he the persott(s) who eatecuted the foregoing i mct+t sztd kuo ed the iattte. No ry Pubilc, tarn of ~ ~~ ~ •~ M~j o"~ssion ' pertnartent. (If not, sate expiration deco: of purgn~ 3igrt4tg in sny capacity must be typed or prioltd below their si~,aaoue. InrornwJon Arofessia+o7s Co-. rroetl dv lac. WI trrATE Batt OF Wr8CON51N 000.613.2CRi WARRAI•~ IY 1~RL 70RM No. 3 • i!!9 .,. _ , . - _-. ,._ . - ~. .. T-30-N . R-15-W i ~ {' ' I 'l I , 1, i , ,'~ '~ i ~i i ~ ~: ~~~ ~'~ .,. .. , , -.~c; GLENWOOD PLAT ~~.. ~ ~~ .. ~; ~ - See Page 112 For Additional Names. E• ~~Tr'~OItlC COU1vT'1i''~ -. DOWN CO. -3300 ~ 3100 180th AVE 3200 z it \ ~ (Landowners) FOREST PAGE 72 , 3000 ~ „t z Wahnda 30 ~.. 2900 $ 2 , His 17 C ~ ~ a S 6 I .. •.2~d0 2800 2 e 1 N Paulus X63 3 ~~ 4 aCkelen a ~ 5 8 3 Jeffrey z t 8 SheBa 103 Emma a ~ s y s ) 4s r & Enid a e[ m 6 a us s ~y r 3 4 ~~ r 6 N 3 Wa~ ~ a N Nitch & v Y ~ L 136 101 T~ L $ahntBlb a 394]1 E a ~ qT r Lawrence S Michael 128 tt s i!s N to 1 Melvin to7 ~~T m Schug 108 s & Suah s s mF•'~Y¢y'Y~gr to s 0 e ~ ] 'o s " X Bc Laun to ^ CasseBius 4 ~~3Z= ~ 175th AVE BU A SlmOniOn 9 B T 175th 9 ~.i 151 N ° OAFEK 10 Kevin & ] Hamld Roxanne 274 L David g Gordon D Crow BUSH 234 v Ernest Sc~ke ~ Gabotver ~5~~ ~1 I 1 208 116 LAKE Severson Z' $ c.v, Tnut tO rdm 1701 Riche d a ~ ~• 182 Steven Rodney ~ & Pa - _ _2581 _ A - i Marcella s~° 1 Bacon Hckelrn 217 ~y ,,,;,mm°w' $ "I dt Pah'icia Muriett 108 Prmsen 146 ~°-~~^ 80 92 100 1 170th AVE _ ~ 801a ~ ~ ~~ ss e Wisner Schug $ I 126 114 a ~ a ~, ae s I~loromY `d 9 fi . ~ Rpyert ~ ShnsburY ~ ~- M,aa~ a~ ,u Mkch ~ k,Q r a.2 gt Melodce - £5 g 4NOs o i1e w A1adam ° John Bat to ~, Forrest S4ry~ 165th z 160 ~x~~ Frank & Frank b William & can tK 152 naL ~ s °fZO Donna Warner Thomas ~ M 1 eyes Marko L 9~t Warner L~ette20 mw 6$ a~ 10 lal PeterBc 23 $ Anderson ~~ gg Wayynne ~o SheBa "9b°` etal I ~te~ v 160 David ~ O ~ es 8[ $ r f2~=s B~~ 3 &'Forleta Newcombe ISM 8~ X RUTSON I CourN I amen waw ~ p i~~`~o Bonte ~ _ ~ a Yoder pavld ffi • s.l RD ~ 159 1 11 Waldroff sutf ~ 200 ~ ~ ~ °' N man 226 Hoffm 79 2 ~n sr w -1 Jeffrey v,0 35 80 ~~ a 160 z n swa z let aaaoa aN°` _~ n a ~AH S+u an I Frih & Sheila ~_. pspl d 160 W~eT 80 r it t s ~ wen z rMw a 4 TMs` as swam sv S 13 Sween I 71 z a 160th AVE I~ zo g N« M ~ Herbert G~r9 r~e.etss s.~w sr Iwn 1 ws 35 ~ m T Ker & Chue ~• r ~1 ~"'" Richard I~ zo ~ .y Luks u 1tls ~ Robert W~ ~ ~ ~~ynn 74 1 ~9°~, 1 > ~~ eoasu ~-~ r & Gnce N Brown pp a m D 15 W Yang 8D Tnu[ w 38 Ober- L Sap 20 •~ J~3~N ~~~ Rhodes zPalewkz X39 .... ws BatTinger BS a ~ E Kneuer o ~ :o ~~ a e ~d3>G tlo r ~~ ~ 6 `~ Wayne ~'~ O ~9ti ~~ ~ r HUT'(ON 160 ~ d~ 1 L 97 9 9 awes Ir ~^ s' o p & Karla Peterson 40 Fred & ~ Ftc e ~, E D a 1 ~ ~ Z° ~ Dona m o>~~ Barbara ~ r. °° weya RO 3 g Uasid a prird~nan W > tr ~ ~ B(~~EE~q~~d I ~ ~Q ~ Mce awsard a+tread ~szw g@g!n ~at ~ x~- 79 119 1150th AVE 217 ss 6 L Land" jP aDemM Glr ~ AVE 5~ ~ 40 1~Q °M°_ f ,y ] 0. ~ z I Corporation I Anderson M' V 140 xaln~ 40 ao 3 20 Bmce 120 .. etux 4 ' 150th AVE H FJllson ~ Sharon 5 Lavern a 40 ~ a+~Sg~g{ C ~ ~ m,~uuao, • R Susan S~ ~ & Vrr1' a $ eel ~- ,] ~~ Anderson 7o H to to ~ Hess Itdaberoe eo~mde• M ~ Krts BO' Maureen CBHord c~ ~,z t33 7B Oloa ~ ~A~ 117 u z Schug ~hwrs Larry ~ m@ "~C 8c swa.~ 143 z t 45th AVE tn< Ohman ~av'3 R--nd -- a~~' tri 40 om QD lp 15 of 77 w "' ss U v G ohn ~ ,„ Thomas N " ~d GLEN 1U ro Davida 'M« 1 Wayne& ~~f~ a°o &Linda m CITY 5:~ Shi*ier Robert u 9 ynUua 198 ~+'ga'9 Weber ~ 3B a S`h{OCd`r _t. " D 183 Orton 'J i Imu N° swma ~ ~ WNie _ a Bao 12 °~ ~ s~ w '^ ~ "' xa"fOD 124 13 Its pSc}s~roeder 31 Fo ~ -- 2001 ~c7 vans 40 ~~ o T zo r ' S8 78 O G I~ePh 4 ~ R$ ~ ~ D, M 6 Ohn 8[ \ \ Faal Pmtda wia. ~ Hansen 15 y b 3 PdscBla (Ros F~rv wM- u"'° Francis •g oaMa a 3a 3 ~ - ~ ~~ wn I McCutchin tr 34 s`ue` +o ra ~« ~ v o 170 ov~rme>:Ber s~cg?~~ °`~°~ ~B rdw ~~~ mm ~, t4o ~ ~ Iem"~ ~• `~+~0.: 35thA E w O~a Jose h ~am j~ ~ \ \ ~R ao ~Q p < David 6 155 ~' BIUE W z ~ CHEEK !¢ G Otia ~s~nsen k 1 Om g p Duane 8 & Laurie a I' 17B CAEq. ab ~ "~ g ~ ao EBeen w Tone " wmr<r g N c~.,ovd atr sa _ tt~. d tl Schreiber BO 1~ f,~ Kevilt n ~ ANserLr 12 E ' ]s ~- Schreiber < ao G , v„an ~~~g 8~L a~ p ~ 60 219 40 '" 3 N _ e a .~rw$ 6z P 5 J C ni r X ~ sn 60 r°4s Mae 130th AV s N ouse Tx ~ .a.a w Hoffnun ~~ MI f0 p0 d g3 a g; K2 ~ $ G8M ~ W tl ~ gc Julie _ N ~ SCOtt9 Thomas 32 os 1S r' ff F e- 1>~a ' 130th AVE ~ 4 Cuess 67 Randy N Konder 80 burg MMh~ 'timom9 peen <- 66 Telsen r3 7'hom~ ~ canna O te~A1ay s rid ~ n~da w ~ ctrn~n rt Teigen 120 6 0 Bonnie P ~ Ben- •o shecele ~ ~ 40 115 g aas e t rosbY I 282 u GuridersoZ son N ware ~ ~ a SoBKrs so o•.C3 ear aoa ^ t „ Terrance , g; r 79 '~ 20 o g; CyynnChia 1 ~ mA4 sea- asrm. ~~ q'~~+ Kusiiek ° ~ Teigen Velma ~ ~ Bacon ' Crosby I~ w ~oR , 190 C $ 80 ~~ 46 mM ~ ~ r D Deamnna ~ ~ ~a~ Daniel !k y~~ 1. o ~ x ~eomier Mac o 1 19 40 163 ¢ ~~ ~' McGee s c o ~~ go Katherine ,~ M ds• M RUSTiC RD s3 265 Q~' m~ Tuttle 80 DD HAGAN RD SPRWGFIELD PAGE42 ~ ROSS' LOCI ~ PHARMACY MEAT PROCESSnv~ GL~H HILL JIM & TExRr ROS 127 East Oak • Glenwood Clty Full Service Pharmacy 4~ 1St stmt Offering Brand 1liame and Generic Drugs Glenwood Clty, ~ 54~ • COMPUTERIZED MEDICATION RECORDS FOR TAXES AND INSURANCES 5.483; (715) 11 I i • GIFTS • CARD • CANDIES _FR'Ead~ WRAPPING Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1_ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Cpunty St Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Paroel LD. ~/~ _ Q percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~ U`~~ P/ease print all i *_~ ------1 Re ' ed y Date ~~ Personal inforrnadon you provide may be used fors ondary g{t?n4~~Ey9Laiw°s. 15. (1) (m)). ~ ~i !/~ Property Owner o las Luepke Estat ~ : _fi s1 d Prope ' L SE SW 29 • 30 15 ^ ~~ (~~ i ~~ %~) ~4oovt. Lit 1/4 1 S T N R Prope Owner's Mailing Address Lot # Block u .Name or CSM# ~J 1 Z SC' I/ T ~~ ~ 255 Magnolia Drive - ~ - G'O G~{~ - ^ rest Road City State Zip Code P e Nu r __ ~~Ilage own Nea Glenwood City WI 54013 ( ) - 5-4319 r GI@IIWOOt:~ 130th Avenue New Construction Use Residential /Number of bedrooms 3 Code derived design flow rate _________- GPD Replacement ~ Public or commeraal - Descxibe: Parent material _ Flood Plain elevation if applicable n/a ft. General commerrts Test conducted on grassy hillside, partialy sunny day. Reco ended mound system. / / _ and recommendations:~~ i.~ a ~~~ J - ~.,2 ~ ~~~~ ~ ~0 ~/,(rn- 0~4 ~'Z- cT/ % ~ , /o s~~ - ~- ~~ N Boring -- - 9 Borin # ^ Pit Ground surface elev. _93.8 ft. Depth to limiting factor 1 in. Soil ication Ra Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/f~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 -1- 0-10' IOYR 3/3 - L lmsbk mvfr as 2vf .5 •8 2 10-19 lOYR 5/6 - LS lmsbk mvfr as 1vf ,~ 1.2 3 19-26 I OYR 4/6 1oYx 6/3 f2d 2msbk mfr gw - .5 .8 4 26-33 1 OYR 5/8 loxx s/3 tza, IoYR 6/s tza L 3msbk mfr _ - ,3 .5 # 4 horizon < 5% cobbel & gravel 2 Boring # U Boring 89.1 19 Pit Ground surface elev. _r______ ft. Depth to limiting factor _ in. Soil lication Rate Horizon Depth Dominant Color Redox Descripton Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 lOYR 3/3 - L lmsbk mvfr as 2vf .5 .8 2 3 10-19 19-29 lOYR 5/6 l OYR 4/6 - LS L lmsbk 2msbk mvfr mfr as gw lvf - .7 .5 1.2 .8 4 29-38 l OYR 5/8 lOYR 5/3 fld, IOYR 6/3 f2d I, 3msbk mfr - - .3 .5 ~ horizon <5% cobbel & gravel * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mglL uent #Z = BOD < 30 mg/L and r 5.ti < su rrxyi_ CST Name (Please Print) 'g ature _ _ CST Number Steven 3. Schaefer „~ , ;; 787919 Address ate Evaluation Conducted : _ Telephone Number N7815 County Road J-Menomonie, WI 54751 4!11/03 715-556-2479 Boring # ~ Boring 89.1 18 - p;} Ground surface elev. _____ ft. Depth to limiting factor in. ~_;, ~~~,;,,,,~~ o~.~ LEGAL ST. CROIX COUNTY, W ISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF GLENWOOD COMPUTER NUMBER 016-1062-70-000 Parcel Number 29.30.15.437A OWNER NAME: First THOMAS H & THERESA R Last KOPACZ PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 29 TOWN 30N RANGE 15W '/4160 '/<40 Line Description Line Description PARCEL VOLUME & PAGE HISTORY TYPE VOLUME PAGE DOC# NOTES ~ -._.~VD 2540/ 258 758492 NORVOLD TRYGVE TO KOPACZ THOMAS & THERESA ..PR 2248/ 587 722321 LUE ~ , ..QC 1083/ 454 0 .. 968/ 184 0 .. 773/ 588 0 .. 511/ 57 0 Use Arrow Keys to Select, F7-ROD, F10-Exit .~szi~~~~ 330 STATE $AR OF WISCONSIN FORM 1 _ Ig9g WARRANTY DEED This Deed, made between Pat-~I-• Wendt, a single person Grantor, and Kevin D. Schreiber, a sin le erson Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix Wisconsin (The "Pro ert County, State of P Y~~): Southwest .Quarter (SW 1/4) of the Southeast Half (E 1/2) of the Southeast Quarter (SE I/4) and Quarter (S$ I/4) of the Southwest Ouarte e parties created by the execution of that certain deed dated Aprill 5, 1999. Grantors wazranty is limited to a warranty that the property is free and cleaz of created by the Grantor. This deed is executed by grantor for purposes of terminating the joint tenan between th 6E~3212 KRTHC.EEN H. WALSH kEGISTEk DF DEEDS ST« C.R(12X CO. , Wx RECEIVED FOR RECORD 04-t9-?001 9:30 AM YAP.RANTY DEED EXEIiPT 11 CERT COPY FEE: CORY FFE: TRANSFER FEE: 240.00 REC^RDING FEE: 10.00 PAGES: 1 THOMAS A. McCORMACK Attorney at Law 1020 10ei Ave. PO Box 2120 Baldwin, WI 54002 016-1063-20 and 016-1063-80 Parcel Identification Number (PIN) This is homestead property any liens, judgetmenor other charges Together with all aflptlrtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easemenu and restrictions of record. Dated this 29th day of November 2000 w AUTHENTICATION Signature(s) authenticated this day of TITLE; MEMBER STATE BAR OF W[SCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED 13y William J. Radosevich, Attorney at Law _, .,~: ~v~ ~econa street, Hudosn, WI (Signatures may be authenticated or necessary,) •Names ofpersons signing in any capacity should be typed or~r~i wwRRwNTVaeon « Pats L. a dt ACKNOWLEDGMENT STATE OF WISCONSIN ) SL Croix ) ss. rounty• ) Personally came before me this 29th day of November, 2000 the above (tamed Patsy L. Wendt, a single person -.-w-me xee a the person(s) who executed/h~ forogoing instrument and acknow a the same, ll r,, Notary Publlq State of Wisconsin 3 z My Commission is permanent. (If not, state expiration date: :; .) ?~ r ~~ aAR OP WISCONSIN FORM Nw 1 - ifft INFORMATION PROFESSIONALS COMPANY FOND DU CAC, WI 800.653.2021 22ya~~ aa7 STATE BAR OF WISCONSIN FORM 5- 2000 7 2 2 3 2 1 PERSONAL REPRESENTATIVE'S KATHLEEN H. WALSH Document Number DEED REGISTER OF DEEDS ST. CROIX CO.. NI DEBRA GESE, as Personal Representative of the estate of DOUGLAS RECEIVED FOR RECORD LUEPKE ("Decedent"), for valuable consideration conveys, without warranty, 05!21/2003 11:45AM to TRYGVE J. NORVOLD, a single Derson Grantee, the following described real estate in ST. CROIX County, State of Wisconsin (the "Property") (if more PERSONAL REPRESEHTATIV spas is needed, please attach addendum): EXEMPT lk W'/: f SE'/. of SW'/, of Se lion 29, Township 30 North, Range 15 West, St. REC FEE: 11.00 t County, Wisconsin. TRANS FEE: 146.70 COPY FEE: CC FEE: PAGES: 1 ~ Recording Area Name and Return Address SKINNER LAW FIRM 406 Technology Drive East Menomonie, WI 54751 Personal Representative by this deed does convey to Grantee all of the estate 16-1062-70-000 r ~ 3 ~~ and interest in the Property which the Decedent had immediately prior to Decedent's Parcel Identification N tuber (PIN) death, and all of the estate and interest in the Property which the Personal Representative has since acquired. Dated this ~ day of MAY, 2003. * Signature(s) Personal Representative AUTHENTICATION authenticated this day of * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY Brent D. Skinner SKINNER LAW FIRM *DEBRA GESE Personal Representative ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. County ) Personally came before me this /~, ~ day of 2003 the above named DEBRA GES to me known to be tie•person'(s}who executed the foregoing .t instrument and ac)Cnotvll;sl~ed~the same. ,. ,, ` * ~ ~ -K~zF~ v~ t Notary Publ~ fat My Commisstgn~.l (Signatures may be authenticated or acknowledged. Both are not necessary.) "'~,, * Names of persons signing in any capacity must be typed or printed below their signature. INFO-PRO STATE BAR OF WISCONSIN PERSONAL REPRESENTATIVE'S DEED FORM Na S - 2000 ~emtartent. (If n~Qt, State expiration date: (800N>55-2021 www.infoprofonns.eom . VNiscopein Department of Commerce Divltiion of Safety and Buildings Bureau of Integrated Services In 8 Attach complete site plan on paper not less than 8 1/ include, but not limited to: vertical and horizontal ref r~i percent slope, scale or dimensions, north arrow, an o< c0 APPLICANT INFORMATION -Please pry C Personal information you provide may be used for secondary r Property Owner SOIL SITE EVALUATION ~~ Page _.~ of~ a d~it $'ta,.T~ 83.09, Wis. Adm. Code ~ 1 ches ' ~ must .~ County ~[ point (~~ and ,~ `~ /_~ G ~ O on ~~li istance to nearest road. Parcel LD. # 1 ~/~'~ tg99 ~6 ~ l0 6 a -~O ~-~m~o I inforl~~J X 1 ~_. ~ Revi ed by Date NTY ~('i~04(~t~n~ I Gt~Z 0~/ ~ 1 -L.° _ "~ ~ £ ` ~ . L GcJ ~ 1/4 ~ ~ 1/4,S T p ,N,R E (~ Property Owner's Mailing Ad ss Lot # ock# Subd. or CSM# Ci State ip Code ~ Phone Number ^ City ^ ViAage ~ own Nearest Road y ~::-~ Wed ~ `/ ~/ ( /~ ...~ ~~ lei~i ~cl B ~ v / New Constr ion Use: Residential / Number of bedrooms ~ Addition to existing building ~ ^ Replacement Public or commercial -Describe: Code derived daily flow ~..5 O gpd Recommended design loading rate e ~ bed, gpd/f12 ~ ~ french, gpd/ft2 Absorption area required ~ ~ aZ bed, ft2 _ trench, ft2 Maximum design loading rate ~ gibed, glad/ft~=trench, gpd/ft2 Recommended infiltration surface elevation(s) ~~~~ ~• ~ ft (as referred to site plan benchmark) Additional design/site considerations Parent material ~~ ~ ~ ~ . / 7`r ~~S Flood plain elevation, if applicable _ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ^ S (~ U ~ S ^ U ^ S ~ U ^ S I~U ^ S IGS U ^ S ~ U SOIL DESCRIPTION REPORT Boring # 1 Ground elev ~~ft. Depth to limiting factor ~Z fo in. Horizon Depth Dominant Color Mottles T Structure i C t nda B Roots GPD/fit in. Munsell Qu. Sz. Cont. Color exture Gr. Sz. Sh. ons ence s ry ou Bed ,Trench 9 ~, ~ Remarks: Boring # 02 Ground • ft. ~~~ Depth to limiting factor ~~in. CST Namp ®~~ mss/ `- , s.; G Remarks: , .(Please Print) 7~ ~~ Signature Telephone No. ., r ~ ~ ~/5 ~~~67~~,~ Date ' , CST Number y PROPERTY OWNER ~~ ~e // ~ SOIL DESCRIPTION REPORT PARCEL I.D.# Boring # Ground elev. j~~ ft. Depth to limiting factor ~in. Boring # of ; `~ Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots rq in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench O ~ J ~r ~~ ~--'~ A77 ~ ,3~ ~ O /I -~~ o''i` ~ ~ ~ ~ /~l/Fr G -S^~ /~ R G d ` ~~ ' -~~' G Remarks: Ground elev. tt. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor Horizon Depth Dominant Color Mottles r T t Structure n i ce C t B und Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color ex e u Gr. Sz. Sh. o s s en o ary Bed ,Trench Remarks: 'n' Remarks: SBD-8330 (R. 07/96) i ,~ ,~ Soil Test Plot Plan Pr`ojec~" Name DOUG LUEPKE Byro Bird Jr. Address ®~~~~ ;' ~~ ~~ s~ C~ ~ , ~.~ ~~~~ C M #3479 Lot °---- Subdivision °-------° Date ~' W1/2 SENW ~~~ 1 /4 1 /4S29 T 30 N/R 15 W GLENWOOD Township Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft.TOP OF WHITE STAKE * H R P Same as Benchmark System Elevation 99.9 Alternate Benchmark TOP OF STAKE tiff ,vr~n r .fii ~`•rn, t t w v~n•?+fi ' 1 r ~ .. ; ._ ... 1 . LENWOOD PLAT T"30"N • R-1 _ 4..~: . ~~: ndowners) FOREST PAGE 72 See Paje 112 Tor A 2800 3000 DUNK CO. I 2 e ~, 2900 S 3100 180th AVE 3200 ~ & & Sheila 2 H Ed do Clara i x s err zt ~"' ~i 2 "g 5 ti ~ 3 Weser ' 103 ~ Paulus 63 3 ~ '" .~+ Wahnda St 1f:. ~ ~ Lawrence S 5 ~ 3 4 u+ 5 0 6 Emma 4 O 4 Ohn 3 en 3Q ~. 107 ~~T ~ Schug E ' MIchael a ~ 128 Nitch & ~.~ s ~ s Jackelen 4 ~ s , , ~ 3 ,', i o 108 $ Sazah 4i Pitt 8 ~ s ~~ :evin $ 7 175th s 7~ Cassellius s e ~~~7 to s a~ a ~~ 7 l0 136 ,p a ~I ~ ~F.nII1Q oxanne I 4 x~ 3 s ~ t- • 'roes 274 t0 151 175th AVE 80 1 3~ 116 BUSH ~ X LAKE 4 +, Harold ~ rdx-ey $ Ernest arzlett Marcella ,o ~ ' R Pa d Clarence & Severson 'L• a Stick e ~ Gard ~ hub 108 prJnSeII ~, Bacon Geneve ~ ~ • Trust r+ bower I ~' Jackelen 114 4 146 °47x,.~~ 80 92 100 1 170th AVE 217 ~ ~ , +~~~ 1 ~8 , _ '° _ _ _ 2581 ~ '' '~°° • - - _ ld2 °~ Madden 8 ~ b Gerald N N N S - ranlt $ tod saoha,h to , $ Dorothy tl ~ ' tl $ inlel >onna Frank vale 'o Mameo s~ Mi~+ so k~ ~ ~ ~ @ Robert D Varner Warner Thomas ~ ~ ~~~ John Ds~ ~ $ Melodee 80 ~ $ Julie 16 Lynette ~ ~ MeyO. Martin ~ B t0 ~ Forrest sq I~ Stansbm7 .,,, 0 David B 20 ~'" 65 tl ~ I 1 ~ ~ 152 ~~ ~ , 165th ~ race wad ~ oher_ es & g ~~~ ' ~~ B pgl Peter $ Ddc[, z 160 ~On :oft 40 200 .~c a ~" G ~ ~ '`' ~ Wayna to Shelia 23 $ L r aldroff Jeffrey ~,O 1r +o Borate ~ r x tl ~ 3 ~Torleta Newcombe 151 ~` tl u+ Earl g n :" 160 Wa ~ 8U ~ t t s 35 40 80 '~ ~ N 160 N eman Theresa 79 1 3 tl X z ° 160th AVE J~ 20 g o o n 77 ~2g 6 Hoffman 1 z 2 ss 0: !S9 1lonte , 1 ,., Iarson y~ ~ Herbert w.rer z 2 )!+ eASa alive ' Tn~ ~-~ ~ t.. Riehazd J&D 20 w Gregorp eoo:vve r.eae ~ t 4 tmue wmm- 4 t A ~ 38 $ Grace 1- ~ ~ $ Rose pesmith o areoda ~ ~~ - ~ Ober- ~ Brown ~= n ~, ~ b Lttks °'+ as Rarq s~ 1 Mns 3d 1 ~o .~ +o+ 35 ss ~ f ~: ~-i-> ~ sera zo tl o 3 ~ ; 13 D HuTTON F K uetler ~ Stone '° '' a o s' ~ N o ~" u R des oo Robert ttredey ~ I G~p~, ~ >Ie ~ ; 160 N Ka:D zo ~O a4~~ 110 r eo 7o ro,~ z Palewlez Tuttle ,„,_ $Lynn I 1 ~ ~ 39 ~'°° '° ~ Barringer 74 1s >ts ~ ~ D 20 & none ^ ~ C ~ 97 Wayne ,~ ie 80 H '$ y John W~'~ 80 ~ ~ C °q 00 M o~e~gla Peterson ,}0 Fred $ ~~ .OII I Richard 3 Anderson ~ C7 Moe a noooa aMirma , s2~d ~ ~ $ ~ ~ ~ Pa1~ DaWd s , Barbara Graeae AVE w Theresa DIt~iII A 3 4 ' 150th AVE 120 140 r+aina ao .w '~ f " o ~~ ,~ HoH- ~ ' ~ o Made t N >:urson ~ _ 3 100 ma° 79 119 1150th AVE 217 a ~ R&I ~ tl do Susan `" 20 s Bnue ~~` rain ~ ohmaII tl ti Maugeen o r~ ~~ a~Clifford n 7o H Rio to 60 Hheazon s Jot tone e ~ r etas ' ~ 5 ~ ~ Konder oe & aone+ ~~ ~ ~,, Rx Rlsby a< ~~ 7m ~ 3 ~ 121 40 ~ 143 +2 145th AVE 133 78 a°° ~ ° N ++ +o ~ 117 tent Wayne$ ~~P o Thomas i' "David ~~~~ OD ;~yn ~ ~~ flue 198 x sa~ ~~ W ~ ~ tl ~JOy .~ ~ !is I ~ ~ ~ ~ 12 tl N n° ~ Ro~bntat ,^'~ tNBBe M v ~~' ~ ~~~ 10 70 ``~ - ' ~ 1>.rM i~~~ 200 , Vang 40 Moe w h ~ h Hanson 124 Slioty ~rdV ;. G ~~ ~ ~_ 5 13 38 s ~ . ~, 000 Joseph 4 ~ RS ~o ~ T zo ,. ~ ~ ~ son ~ Chris- 34 ~ ~ ~ ~ +~ tl 8 PMrtsdlla ~ John $ ~~ ^ ` T 58 0~4 ~, ~ ~ ao °~~ ~ $J a% aZJ ~ ~ ~ ~ ~ sons I McCutchin ~~ ~ t G7 35th A E ,~ '~~ m W ~ ~ ~ t. n 1 140 ~ er K ~ M,-~t< _` ~& o etuf ~~~C Joseph James do ~ ~ 170 ,~ g ,- ~ 80 ~o Toneurie 4 FfK & Gloria , JosePseChrlsPhteaser ~ LbirlA«e Kmm- N~a Is 118 ~ - thafd¢ _ r i0 •• Sch ber o _ ^ ARireeht C 80 a.ler 3 60 219 40 "3 ~ w ~ 12 ~ ~ H~~ iy~x, i ~ ~ , Brace "1°''s Ml fo 130th AV Q y _ G _ ~ .• Karen ctM 5J o Do d ~ e + iris ~ Konder 80 32 °s IS :: ~ f $ Julie N Ouse 83 TM t+s Hn 62 P tP- ~ Gum+u Dean F e ~, s : $ ware ~ ~ humeri gc ~J ~, b~B c~o„e i7mothy 130th AVE ~ N ` S $ 1 40 ~ c Solberg 80 ~? ro° 40 115 fle1d ~ `~ Glm~n 71 Teigen V 120 0 t ~ 66 ' Te18eII ~ L` _ .. . 0 oaae ~ aC3