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020-1062-10-075 (2)
t STC - 104 :►y e y AS BUILT SANITARY SYSTEM REPORT arle2 Now ` rl f qmT ' ApbRF$ SUBDIVISION / CSM# l~oD^ ~LgX LOT # SECTION T N-R W, Town of l~~®fsa.~ ST. CROIX COUNTY, WISCONSIN PLAN VIEW EVERIYm : iAI.THIN 1on FEET OF STEM Id 4d o-1 ~~D l Stl< 7`es,2/4>o-s eed~v Cor d4). `rh //~h-arm :S Tr~'locr~~o~ R, ;.y~S 7`/sa.✓ #~e~ INDICATE NORTH ARROW Provide setback a of this form. and elevation information on reverse Provide 2 dimensions to center of septic tank manhole cover- i BENCHMARK: $Q c ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: ;dwesT~~-.r1_ Liquid Capacity: Setback from: Well .173~ y~- House Other Pump: Manufacturer Model# Size Float seperation Gallons/cycle: Alarm Location SOIL ABSORPTION SYSTEM Width: Length Number of trenches Distance & Direction to nearest prop. line: Setback from: well: House Other ELEVATIONS Building Sewer ST Inlet: ST outlet PC inlet PC bottom Pump Off Header/Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION: / PLUMBER ON JOB: 'I LICENSE NUMBER:, INSPECTOR: 3/93:jt r part us4~ry~ • 29.19. 23P%VATE SEWAGE SYSTEM County: and Human Relations INSPECTION REPORT afety and Buildings Division GENERAL INF RMATION (ATTACH TO PERMIT) sanitary ermit Permit Holder's Name: ❑ City ❑ Village R Town of: State POW o.: T"o ev.: Insp. BM Elev.: BM Description: X Parcel Tax No.: TANK INFORMATION ELEVATION DATA A9300256 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet Vent irIto ntake ROAD Dt Inlet TANKTO P/L WELL BLDG. A Air Septic NA Dt Bottom Dosing NA Header / Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand Model Number GPM TDH Lift Friction System TDH Ft Forcemain Length Dia. Dist. To Well Fi SOIL ABSORPTION SYSTEM BED/TRENCH width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK INFORMATION Type Of CHAMBER Mode Number: System: OR UNIT DISTRIBUTION SYSTEM Header/Manifold I Distribution Pipe(s) I x Hole Size I x Hole Spacing I Vent To Air Intake Length Dia Length Dia. Spacing I SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded / Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil E] Yes ❑ No E] Yes E] No COMMENTS: (Include code discrepancies, persons present, etc.) S~ LOCATION : HUDSON 23.29.19.235A 3 , A , ~n 1 ~ y Plan revision required? /Yes ❑ No r' Use other side for additional information. a 1 1 ly7l F SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: DILH SANITARY PERMIT APPLICATION 70ILHR In accord with ILHR 83.05, Wis. Adm. Code COUNTY STATE SA ITARY PER I # -Attach complete pans (to the county copy only) for the system, on paper not less than Q 8% x 11 inches in ze. ❑ Check if evision to pfevious application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PROPERTY OWNER PROPERTY LOCATION ,t/6t/` Q !r ,$;~r Y4 AJ %4, S .23 T.29, N, Rif E (or)O jAA PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # 7aLl CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER 11. TYPE OF BUILDING: (Check one) ❑ State Owned VILTMLAGE NEAREST ROAD U Public ❑ 1 or 2 Fam. Dwelling-#of bedrooms- PARCEL TAX . NUMBER(S) 2 III. BUILDING USE: (If building type is public, check all that apply) 0;2d, /OCR., lo~ 1 El Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. Va New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit # _ Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 Seepage Trench 22 ❑ In-Ground _ 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 14. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) t'0 ELEVATION 2200 O®G ! lor_ Feet 140r C0 Feet VII. TANK CAPACITY Site in allons Total # of Manufacturer's Name Prefab. Con- Steel Fiber- Plastic Exper. INFORMATION New istin Gallons Tanks Concrete structed glass App. Tanks Tanks Septic Tank or Holdin Tank d •Z _ff Litt Pump Tank/Si hon Chamber, /ttSO VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber's Signature: (No Stamps) MPRSW No.: Business Phone Number: •'l/~ `a..n Selo li 4/ ~ 3~C 3~R ~ Plumber's Address (Stre t, City, State, ip Code): c IX. LINTY EPARTME T USE ONLY- -E] Disapproved itary Permit Fee (Includes Groundwater Date Issued', Issuing A nt n ture (N is ) 60 Approved ❑ Owner Given Initial Surcharge Fee) 0(J c___ Adverse D erminati n X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal a'6i'Vh9W; criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the perr-nit issuing authority. 4. Changes in :ownership or plumber requires a Sanitary ?rermit Transfe!/Renewal Foy rn'S',B7i 6399) to be submittec' to the county prior to installation. 5. Orsitf`' seviage systems must be proper ly maintained. -PIS ;r;ptic tan: ;s` rnt-A be f L;:i !-,y a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage sy tem, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 61:8-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax m mber(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedre.togms if 1 or 2 Family Dwelling. III. Building use. It building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depenilirlg on system type. VI. Abson tlcn system information, Provide a!' ir,f,i-mation requested in h1. , Vii. T "lat1On Frll in z" :'ftiac its of every Crew c.nd/Or exist 'R`; ? . ist the total g f,, %r'' l',Tikei of 1 .1 tanks Bind manufacturer's naine Indicate prefab or site canstru ` u :r : tank rri ~tf` i• `or all sep'. c, r:ur ,,Wsiphon and ho! t : g tanks for this system. Check E7;• ntai :-.p~r r; -As received experirnar^'al product approval from DILHR. Vlll. Responsibility statement. Installing plr_rrnher is to fili in nazi v., F• s n,_ giber ~!vith a ,ar(pri ; e prefix (e.g. MP, etc.), address and phone number. plumber must sign appi ::)t-nll form. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 8'/z x 11 must be subi rif`r ij ,t,~, county. The plans rnrrst include the following: A) plot i l'!n :'awn to sca:c ".r 4; .te., f-omplele - o} -,itEon of holding tank(s), septic tank(s) or other tre,!M.i- rrt tanks, hr i r+ ! v;_:s Biel , ve (rater service, streams ano lakes; nump or s~ph~'n tanks; di-siF,hiotian bo* .'S; iir;: -i,.ri +4'-rwt? ~ ~~'•br`Hnlerlt system areas, and the location, of th°' ^(g served 3) horizonil i a `<E'ft!(:~t 1X1. "ferF m.e C) complete specifications for pumps and controls; dose volume; elevat.. r .ri .r> ces; fr ct E r", loss; pump performance curve; pump model and pump manufacturer; D) cross serz;cjn of the soil abscrp ion system if required by the county; E) soil test data on a 115 form; and F) all sizing intorrnation. - - - - - - - - - - - - - - - - - - - - - - - - - - - GROUNDWATER SURCHARGE 1983 Wisconsin Act 416 included the creation of surcharcj€>. !':;r s} for a numb-r of regulated practices wh'c~ can effect gi`.oundwate; - c The r es I"ected thrC; ';E u 3 r v`, :fl_ water contamination investigations and --stabhsh :.f ±o ~ rc S (R.11/88) wh 11* agar Lak o o f f i 612-42-61001 P.02 '4 s l of Industry, Labor AND SITE EVALUATION REPORT Labor and Human uman Relations SOIL Page 1 Of A Oivnsion of 3afay 6 Bindings in accord with ILHR 83.05. WIS. Adm. Code COUNTY Attach oompleteAte plan on paper not less than a 1/2 z 11 inches in size. Plan must include, but St. Z not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or Lam. dimensioned, north arrow, and location and distance to nearest road. 1 APPLICANT INFORMATION-PLEASE PRINTRMi TION REVIEWED BY OAT- PROPERTY OWNER: AUG 1 91993 PROPERTY LOCATION Norflex Inc. GOVT. LOTITE 1n Nil 1/0 23 T 29 N.n to raw) W PROPERTY OWNER':S MAILING AOORESS LOT # 81. # SU80. NAME OR CSM # 12256 Goodview Ave. N. i BL=- ply. n/a n/a n/a STAT 71A JO PHON N MQER OCITY LJVILLAGE OWN NEAREST nOAO O M-yte ar Lake, MV. 113 (61 26-1001 Hudson St. Hy. 1f12 New Constriction Use (I Residential ! Number of bedrooms ( j Addition to existing twilling j I Replacement J Public or commercial describe mf4. 100 emvioyees & 4 floor drains Code derived daily now 2200 gpd Recommended design loading rate .7 ed, gpd/ft2-,8--Iren Ch. gpam2 Absorption area required 3143 bed, ft2 7.750 trench, (t2 Maximum design loading rate .7 bed, gpd/ft2 .8 tree h, gpd/ft2 Recommended infiltration surface elevation(s) 97.10 it (as referred to site plan benchmark) Additional design / site considerations n/a Parent material outwash Flood plain elevation, if applicable n/a h S • Suitable for system CONVeMONAL I MOUND IN•GMUNO PRESSURE AT-WOE SYSTEM IN FILL HoLowa TANK U ■ Unsuitable for system Grits El U 536 O U 06 ❑ U (I6 C1 U ❑ S '@U I ❑ S )SU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mattes Texture Structure Consistence Swtary Roots GPD/ft in. Munsell Qu. Sz. Cant color Gr. Sz. Sh. Bed Tmnc 101111 1 0-11 10yr2/2 none L. 2/m/shk mfr c/s /f 5 11.6 2 11-26.10yr4/4 none sicl 1/f/sbk mfr g/w /f .2 3 Ground 3 26-34 10 4/4 none scl 1/f/sbk mfr AN f .2 y.3 stay: I gg„L 4 34-12 10yr4/6 none S. 0/sg mi n/a n/a .7 s.8 ~-f3ep~i bo wong >116" i Remarks: daring # 1 0-10 10yr2/2 none L. 2/m/shk mfr c/s 2/f 1.5 .6 MIL a 2 10-21 10yr5/4 none sici 1/f/sbk mfr g/w 1/£ .2 .3 long 3 21-29 10yr4/4 2d 7.5yr4/6 scl 2/m/shk mfr pw/ 1/f .4 1.5 Ground elev.. 4 29-41 7.5yr4/4 none Is. 0/sg mvfr R/w n/a .7 i.8 100..80ft 5. 41-12 10yr4/6 none S. 0/s mi n/a n/a` .7 Depth lo ~n9 tarsor >120" 1 Remarks: CST Name AeasePrint Gary L. Steel 715-246-618b Aftesc 1554 200th, AVa- Way Richmond, WT- 54017 per; CST Number: Sgnat<ue. x" r 7-5-93 Cstm 7~Qft / 01 f~ Whit* Bear t_ak o o f f i cis 61242-61001 P.03 PRoPQAw0WNER Norflex Inc. SOIL DESCRIPTION REPORT ~t '93-408 Page of _ PARCEL I.D. 17 Z /f t Depth Dominant Color Mottles Structure `fit Boring # Horizon in Munsell Ou, Sz. ConL Color Texture I Gr. Sz. Sh. Co~~terxal8arctery R 10ts GPOift Bed iTter 1 0-13 '10yr3/3 none ( L. 2/m/sbk j mfr c-/s 2/f .5 1 3. 2 13-21.10yr3/3 none sicl 12/m/sbk mfr g/w 1/f .4 1.5 Ground 3 21-30 10yr4/4 none scl 2/m/sbk mfr g/w 1/f .4 .5 101 Zx 4 30-36 7.5yr4/4 none sl. 2/m/sbk mfr Ig/w /a .5 '.6 Depth to 5 36-12 7.5yr4/6 none S. 0/sr; I Mi na/ n/a .7 (.8 >120" I I ` 1 ` Remarks: Boring # -10 10yr2/2 none L. 2/m/shk 1 mfr c/s 2/f .5 .6 4 2 0-24 10yr3/3 none sicl 2/m/sbk mfr g/w 1/f .4 .5 3 24-33 10yr4/4 none scl 2/m/sbk mfr g-,/w 1/€ .4 i.5 Ground of 4 33-41 7.5yr5/8 none S. o/sg ml ,/w na/ .7 8 101. t~ it pt 5 41-90 10yr4/6 none S. 0/sg mi A/w /a .7 .8- 0eNrntting 6 90-11 10yr4/6 none Co. S. 0/sg mi n/a /a .7- Remarks: Boring # 1 0-17 10yr2/2 none L. 2/c~/shlc rifr I c/s 2/f I . 5 '.6 5 Z 117-35 10yr4/4 none scil 2/n/sbk mfr /w 1/f .4 .5 3 35-42 7.5 4/4 none ls. 0/spt ml w n /a .7 `.8 Ground 4 42-11 10yr5/4 none S. 0/sg mi n/a na/ •7 I.8 10110 ft. Depth to Imi~nq i fa= >110 Remarks: M Boring # 1 0-18 1 2/2 none L. 2/m/sbk mfr /w 2/f .5 '•6 6 2 18-40 10yr4/4 none sicl 2/m/sbk mfr g/w 1/f .4 .5 3 40-487.5yr4/4 none is. 0/88 mvfr R/w na/ •7 :.8 Ground .7 . elev. 4 48-1 10yr4/4 none S. o/sg ml n!a / 101.10 fL t Depth to rmiung i Remarks' Whit* Bwar Lake office 6124261001 P.04 ' • ~n d+~~ foot ndusuy. SOIL AND SITE EVALUATION REPORT Page 3 of 4 OMsion or Safety d Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY St. Croix Attach complete srrte 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 (SAM, direction and % of slope, scale or PARCEL I.0.8 dimensioned, north arrow, and location and distance to nearest road. S APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION t3 TE PROPERTY OWNER: PROPERTY LOCATION Norflex nc GOVT. LOT VE 1/4 ?1t-1 t/4,S 23 T 25f N,R 19 XX (or) W PROPERTY OWNER7:S MAILING ADDRESS OT ss 0L t SU80. SAME OR CSM r 12200 Goodview Ave. IT/ Q N y n/a n/a AT~ar LSke, 1!~W`T. 5~I110 E (61~ 42gE1~1 CITY VILLAGE J;ZOWN NEARESTROAO Hudson St. H #12 6kNew Construction Use (J Residential / Number of bedrooms ( J Addition to existing building J Replacement Public or commercial describe mfg. 100 employees & 4 floor drains Code denied dally flow 2200 gpd Recommended design loading rate . 7 bed gpd/ft2 .8 trench, gpolft2 Absorption area required 3143 bed, h2 2750 trench. e Maximum design loading rate . 7 bed, gpd/ft2 .8 trench, gpd/ft2 Recommended infiltration surface elevation(s) 97.10 It (as referred to site plan benchmark) Additional design / site considerations n / a Parent material otttwash Rood plain elevation, if applicable na/ tt I tN-MUN0 PRESSURE AT-t3 DE SYSTLM IN FILL H"Na TANK S a Suitable for system coNv MONAl MOUND U . Unsuitable for stem iaS ❑ U S ❑ u Cis ❑ t Eks ❑ u 0 S FEU ❑ S 3s7 U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Rootsi GPD/ft 9 in. Munsell usu. Sz. Cont Color I Gr. Sz. Sh. I Bed Mmrxt 7 1 0-15 I 2/2 none L. ~2/m/sbk mfr Q/w 2/f .5 1.6 2 15-32 1 4/4 none _:'sl. 2/m/sbk mfr g/w 1/f 5 I:6 Ground 3 32-42 10yr4/4 none sic! 2/m/shk mfr g/w 1/f .4 1.5 101 elev. 0 It 4 42-12 10yr4/4 none co. s. 0/sg t.t.1 na/ na/ .7 9.8 Depth to imitlrp tactnr >120" Remarks: •Boring # 1 0-12 10yr2/2 none L. 2/m/sbl; mfr c/s 2/f .5 1.6 9 2 12-20 10yr4/4 none sici 2/m/sbk mfr p/w 1/f .4 .5 3 20-31 10yr5/4 none sil.. 2/m/sbk rlfr g/w 1/f .5 .6 .8 Ground 4 31-38 7.5yr4/4 none Is.' 0/sg ml g/w na/ .7 elev. 101,11 It 5 38-12 10yr4/4 none S. 0/sg mi na/ n/a .7 R Depth to factor >120" I Remarks: CST Nsmr.-Please Print Gary L. Steel 715 Z4%-6200 Addmsc S''gnsturr ' Oats: (ST Number: ~F 14- cstm 2298 White Bear Lake office 6124261001 P.03 STEEL'S SOIL SERVIC 9 3 ` 4 $ 4 Gary L. Steel C.S.T. 2298 Norflex Inc. NE!%NW1f, 523-V.914-R1911 New Richmond. Wt 54017 MPRSW-3254 town e8 QfOfu4son (715) 248.6200 1"- 40' or as dimentioned Q 1 bm- top of i" steel pipe at 017 el. 100' w/ marker pipe alt. bm- top of rw survey stake of outlot at el 101.15' Zz~ /ego. el. difference within 100' of all sides of area less than 1' ZZ J 3 ~ sc P ~ . ' a la'r 2° ~ n I,S 4Z' ti 10, ~~C VjV Gary L. Steel 7-8-93 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations August 23, 1993 2226 Rose Street La Crosse WI 54603 CEDAR CORPORATION 604 WILSON AVE MENOMONIE WI 54751 RE: PLAN S93-40814 FEE RECEIVED: 130.00 NORFLEX, INC. NE,NW,23,29,19W CITY OF HUDSON COUNTY OF ST CROIX NON-PRESSURIZED IN-GROUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. - This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank required for this project. These plans may have to be submitted and approved before construction can begin. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. SHD•6423 (R. 01/81) SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations CEDAR CORPORATION Page 2 August 23, 1993 Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely, I 6rar4diSwim Plan Reviewer Section of Private Sewage (608) 785-9348 1588R/ 2 I SHD-6423 (K. 01/91) White Baar Lake office 6124261001 P. 02 Wisconsin Department of Indusuy, SOIL AND SITE EVALUATION REPORT Page 1 of tabor and Human Relations OivWon of Safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 z 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or L L A O dimensioned, north arrow, and location and distance to nearest road. `t APPLICANT iNFORMATION-PLEASE PRINTR LION REVIEWED BY DATE PROPERTY OWNER: AUG 9 1993 PROPERTY LOCATION Norflex Inc. GOVT. LOTr]E 1/4 M; vas 23 T 29 NA 19 Eaw) W PROPERTY OWNER':S MAILING ADDRESS LOT x BLOCK x SUED. NAME OR CSM e 12200 Goodview Ave. N. &VM j SM. DIV. n/a n/a n/a CITY STATE ZIp OD110 PHONE N MBER CITY VILLAGE OWN NEAREST ROAD White Fear Lake, MY. 55c (61} 26-1001 Hudson St. Hy. /i12 New Construction Use ( J Residential / Number of bedrooms (j Addition to existing building j J Replacement ~J Public or commercial describe mfg. 100 employees &-4-floor drains Code derived daily flow 2200 gpd Recommended design loading rate .7 ed, gpd1ft2 . R french, gpd/ft2 Absorption area required 3143 bed, ft2 2750 trench, ft2 Maximum design loading rate • 7 bed, gpd/ft2 .8 trench, gpd/ft2 Recommended infiltration surface elevation(s) 97.10 ft (as referred to site plan benchmark) Additional design/ site considerations n/a Parent material outwash Flood plain elevation, if applicable n/a ft S - Suitable for system CONVENTIONAL MOUND WGAOUNO PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U a Unsuitable for stem Z6 C3 U I E36 ❑ U 06 ❑ U G la O U 0S x12U I c3S'aU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Moues Texture Structure Consistence Bantary Roots GPD/ft in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed Trer>d 1 1 0-11 10yr2/2 none L. 2/m/shk mfr c/s /f .5 1.6 2 11-26.10yr4/4 none sicl 1/f/sbk mfr g/w /f .2 .3 Ground 3 26-34 104 /4 none scl 1 / f / sbl : mfr ry w f . 2 1.3 elev. i 99,.M. ft. 4 34-12 10yr4/6 none S. 0/sg ml n/a n/a .7 j .8 Depth to limiting >I. o- Remarks: Boring # 1 0-10 10yr2/2 none L. 2/m/shk mfr c/s 2/f .5 .6 2 2 10-21 10yr5/4 none sicl 1/f/sbk mfr g,/w 1/f. .2 .3 3 21-29 10yr4/4 2d 7.5yr4/6 scl 7/m/shk mfr gw/ 1/f .4 .5 Ground elev.. 4 29-41 7.5yr4/4 none 1s. 0/sg mvfr g/w n/a .7 1.8 lOt1..80t ' 5 41-12 10yr4/6 none S. O/s ml n/a n/a .7 Depth to factor >120" I r Remarks: h~ CST Name:-Please Print Gary L. Steel 715-246-9'?8b ess: 1554, 54017 Date: CST Number: Signature: 7-8-q3 cs tm 22413 Whito Boar Lako office 61242-61001 P.03 PROPEkNowNGR Norflex Inc. SOIL DESCRIPTION REPORT Page of - PARCEL I.D. t D 3 4 ` Boring # Horizon Depot Dominant Color Mottles Texture Structure Consisw= Bour Roots POi fte in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. ~~G Mmnc 1 0-13 10yr3/3 none L. 2/m/sbk mfr c/s 2/f .5 1 .6 El Z 13-21 .10yr3 / 3 none sicl 2 /ra/ sbk mfr 8/w 1/f .4 1.5 Ground 3 21-30 10yr4/4 none scl 2/m/sbk mfr iy/w 1/f .4 .5 elev. ' 10t. 4 30-36 7.5yr4/4 none sl. 2/m/sbk mfr g/w n/a .5 .6 Depth to 5 36-12 7.5yr4/6 none S. 0/sa ml na/ n/a .7 1.8 Wong factor >120" i Remarks: Boring # -10 10yr2/2 none L. 2/m/shk mfr c/s 2/f . 5 .6 4 2 0-24 10yr3/3 none sicl 2/m/sbk mfr g/w 1/f .4 `.5 3 24-33 10yr4/4 none scl 2/m/shk mfr g/w 1/f .4 .5 Ground G 4 33-41 7.5yr5/8 none S. o/sg ml g/w na/ .7 .8 101. It. 5 41-90 10yr4/6 none -73. 0/30, m1 g/w /a .7 .8' Depth to smiting 6 90-11 10yr4/6 none Co. S. 0/sg ml n/a !a .8 Remarks: Boring # 1 0-17 10yr2/2 none L. 2/n/shk Mfr c/s 2/f .5 .6 5 s 2 17-35 10yr4/4 none scil 2/r1/sbk mfr /w 1/f .4 .5 3 35-42 7.5 4/4 none is. 0/sq ml w n /a .7 8 Ground elev. 4 42-11 10yr5/4 none S. n/sg ml n/a na/ .7 .8 101.10 ft Depth to limiting >110' Remarks: Boring # 1 0-18 1 2/Z none L. 2/m/shk mfr /w 2/f .5 '•6 6 2 18-40 10yr4/4 none sicl 2/m/sbk mfr g/w 1/f. .4 .5 3 40-48 7.5yr4/4 none is. 0/s8 Mvfr g/w t,7 Gnwrtd S. 0/s s n/a 4 48 -1 10yr4/4 none 8 101.10 ft. Depth to y~ fa Af'),• Remarks: White Boar Lako offices 6124261001 P.04 ` Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 3 of 4 Libor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY include but S t. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches insize. Plan must not limited to vertical and horizontal reference point (BM), direction and /e of slope, scale or PARCEL I.D. a dimensioned, north arrow, and location and distance to nearest road. S APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION a WSWETSYX %y V -L 'SATE PROPERTY OWNER: PROPERTY LOCATION GOVT. LOT i)E 114 2IT-1 v4,S 23 T 29 N,R 19 X1 (or) W Norflex Inc. PROPERTY OWNER':S MAILING ADDRESS ~OT ar SLACK ar SU8D. NAME OR CSM a i 12200 Goodview Ave. IT/ a n//a n/a tC7hiteATT3ear Lake, W. 5X1110 E 6~a ~►26E1001 cm VILLAGE owN NEAREST ROAD St. K y. #12 New Construction Use ( I Residential J Number of bedrooms ( I Addition to existing btbiding L I Replacement dad Public or commercial describe mfg. 100 employees F 4 floor drains Code derived daily now 2200 gpd Recommended design loading rate_.,. 7 bed, gpd/ft2 .8 trench, gpd/ft2 Absorption area required 3143 bed, 9 2750 trench, ft2 Maximum design loading rate . 7 bed, gpd/1t2 .8 trench, gpdJtt2 Recommended infiltration surface elevation(s) 97.10 It (as referred to site plan benchmark) Additional design / site considerations n / Parent material outwash Flood plain elevation, if applicable na/ ft S . Suitable for system CONVENTIONAL IMOUND IN-GROUND PRESSURE AT-GRADE ff SYSTEM IN MLL HOLDING TANK U- Unsuitable tot s stem ~S O U ~S -O U [22 O U Eks Cl U f O S 5au Os >d0 U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture I Structure Consistence Bmrck ry Roots ` GPD/ft Boring M Horizon in Munsell Du. Sz. Cont Color Gr. use Sh. Bed iTrt h 7 1 0-15 1 2/2 none L. ~2/m/sbk mfr /w 2/f .5 1.6 2 15-32 10yr4/4 none Z/m/sbk mfr g/w 1/f 5 (.6 Ground 3 32-42 10yr4/4 none sicl 2/m/shk mfr g/w 1/f .4 .5 elev. 101.10 it. 4 42-12 10yr4/4 none co. s. 01sg mi na/ na/ .7 .8 Depth to Gmitlng factor > Remarks: Boring 1 0-12 10yr2l2 none L. 2/m/sbl: mfr c/s 2/f 1.5 ? • 6 8 2 12-20 10yr4/4 none sici 2/m/sbk mfr g/w 1/f .4 .5 3 20-31 10yr5/4 none sil. 2/m/sbk mfr g/w 1/f .5 :.6 Gnartd 4 31-38 7.5yr4/4 none IS.' 0/sg m1 g/w na/ .7 '.8 elev. 10161.U it 5 138-12C 10yr4/4 none S. O/sg m.1 na/ n/a .7 R Depth to Gfttiljrtq fac>lor l >I N Remarks: Z4%-6200 Namr.-Plo"sPrint Gary L. Steel 715-p rises: Data. CST Number: 7-8-93 cstm 2298 White Bear Laka o9fice 6124261001 P.ez STEEL'S SOIL SERVICE~ 93 4 03 1 1 S 7nath Anc Gary L. Steel AftaftcaftnecrAdm Norflex Inc. New Richmond, Wi 54017 C.S.T. 2298 NErW.If,, 523-T2911 R1911 MPRSW-3254 town f H son (715) 248.6200 page Qf~ 1"- 40' or as dimentioned Y' hm- top of i" steel pipe at el. 100' w/ marker pipe ti ~ 01 alt. bm- top of rw survey stake of outlot at A4 el 101.15' Zz el. difference within 100' of all sides of Vz ,t area less than 1' Zo 4Z-` y I PNV X ti r o .Lim E 0 Gary L. Steel 7-8-93 or~4 le Plum6~n CQJcs F193 pUG g 1993 ` r, O.N sl fill 8u Data gLpGS• DIV• TIMOTHY J. ELY $AF ~ i ~ AUTH 10 100 Ent 1 p e e S Po t Cn f,? A E-25880 ; w I C a tc ~y Bas/h t~ ARKANSAW _ A Q WIS. `l Floor Ora inj Corr c., t y,r . - . y Floor Aru/,ns F&,ture . O W W W h Y 9A A MOO /v w Eva /V a t icon rr~ N h h liJgs'f,e Gva !C~ CalCula~'/Gn S/z moo! -Por ~u t u r e M 0Ximum L ma a~ii•)~ From able lL /00 F'np lo'y ew 42 20 c9Q Is 2.000 Gc, ! I Ca~cl: Ba~~n @ /00 Sa Is loo Ga 1 Floo• Ara Cur.ent so ~q l _yso Eck I y Flo 0, Ora 1„w PIA -t vi ~ zoo (500 -ro -c a 1 - z 7SO G.g.l . Fla 1ct -Bed S J'z )n 0.7 28 / 7 r Usc D0 _..Ft b~oC ~itofiatlao~ a c~dva t4",7 Nor -P lex New m 61• Ca )C,2 p 91 s ' F' l e. l ar B e of cS I L l n r Co 10g 14 f~a l y Flow 0 'P Z7SO Ga 1 /Too G4/ - 4 4c h i _h_ W W zzz 46 ul #A h00 w. (r eea SG f ,*c Tank 94 C4 f4 Of h r See Gv a e to*-,, Gv a L C ~ C a l CJ a 40 v c Q a► 1 Flow Z 7,rO G a- fl o A,, _ M /n S'/ z e 7so s a /l o.,7,j Ta~FQ 1 3SOC9 Ga 11on~ ...!!'i. ~ n~ir►vm _c!'~ i.e . _o -f' JZQ_Q__A90 #06 4 Do 61 L, Ca Cu ~a to Pafi C a 6 -c _ - --.~aj..f,--; Waite- Flow _ Z7S'O +-GA_/_.._r-- ~'1 a i Q Z SO G/ ~ 9 s' G'4_ ode F/~le( ~i'ne C a~oac ~'Lv r. cv_ ' 31 I~:; X 0 G S•r' l~ t =y0 4 a/OQ.4~/ .a it n~ ___--r-_ _M~nit►Nm _..4ose_.._.~ ~#S?o_ ~ P _Caw~.e. Lr . , . _ 6 7 q1 p. SS' J- vog1. N~~ ~'le Pltim,6~r+ CQ lc, . d /9,j 3~2 P1,4 m 1, C-Aam~c, S~3®40 (N61Jar A'~ool~l (uLP- 12S0 Cad a c._by 2G•.G7 Ga 1 /~hc~i , MN Mpp 4 C 4 C4 • 13+f ) ,7~ 6LI G a l 3 4 fo • 66 or (Nn Cc. A A,m pomp - O~ 2G 6 93 6o) Pam/0 Df f _3z o Ga 1 --8 0 ~fom o ff- a n k PG m P, o d c of ado 1 cX.. P a mho .r _u, , c -f' 10 . . J wC,,. s 898-40814 i TANK SPECIFICATIONS: SEGMENT. 8' x 16' x 2+/2 FT. HIGH INLET & OUTLET: CAPACITY: 1963 GALLONS PER 2'h FT. PER REQUIREMENTS SEGMENT: MAXIMUM 4 SEGMENTS HIGH. 4,BORE WITH STOP FOR TYSEAL REINFORCEMENT: INLET ~ GASKET OR EQUAL SIDEWALLS - 5/8.. REBAR AND 6 x 6110 GAT. OUTLET BAFFLES: WIRE MESH PVC 'MEETS WI. D.I.L.H.R. AND MN. M PCA COVER AND BASE - 60' REBAR SPECIFICATIONS DIMENSIONS: INLET, OUTLET & OPENINGS PROVIDED WALLS - PER REQUIREMENTS. BOTTOM 2~.. LENGTH - 16 6" WIDTH - S' LICUID CAPACITY: 65.45 GAL/INCH COVER - 8" BELOW INLET - VARIES LOCKDOWN COVERS AVAILABLE HEIGHT - VARIES MANHOLE • 24" I.DL VARIOUS USES. SEPTIC TANK, HOLDING TANK, MANURE PIT, RECEPTION PIT, CISTERN AND UNDERGROUND VAULT SECTIONAL TANK MIESER CORCRETE Rt. 2 (Hy 10) Maiden Rock. WI 54750{715)647.2311 s~ 40814 TANK SPECIFICATIONS / CAPACITY: 1250 GALLONS CONCRETE STRENGTH: 5000 PSI IF REINFORCEMENT: 1 O t ( I COVER - #4 REBAR TANK - 6 x 6/10 GA. WIRE MESH DIMENSIONS: i WALL: 2 h LENGTH: 10311 BOTTOM: 3" WIDTH: 86" COVER: 4" BELOW INLET: 53" HEIGHT: 72" MANHOLE: 24" I.D. INLET AND OUTLET: - 4" BORE WITH STOP FOR TYSEAL OR FERNCO GASKET * _ ° - - yy :INLET AND OUTLET BAFFLES:. P.V.C. 'MEETS WI. D.I.L.H.R. AND MN. M.P.C.A. SPECIFICATIONS LIQUID CAPACITY: 26.67 GAL/INCH } .fir s r g : HOLDING TANK: OUTLET HOLE PLUGGED FLOOR: #4 REBAR y Y • : = 5" THICK LOCKDOWN COVERS AVAILABLE ACTUAL CAPACITY: 1294 GALLONS WEIGHT: 8,300 LBS. MODEL WLP-1250 1250 Gallon Low Profile MIESER concRm SEPTIC TANK/HOLDING TANK Rt. 2 (Hy 10) Maiden Rock. WI 54750-(7151647.2311 WHRE and WHRE=DS 3/4" Solids Handling Effluent Pumps, Single and Double Seal S9 - x:08 14 ADVANTAGES BY DESIGN DURABLE MOTOR. ■ Oil-filled for cooler operation and constant M.~. bearing lubrication. ■ Single phase PSC motors have no starting switch to fail. ■ Recessed impeller reduces radial bearing loads, increases bearing life. ■ Recessed vortex impeller passes 3/4" solids. ■ Impeller operates completely out of volute passage. SINGLE OR DOUBLE-TANDEM MECHANICAL SEAL CONFIGURATIONS. PRODUCT CAPABILITIES Capacities To 80 gpm 302.81pm Heads To 106 ft. 32.3 m Solids Handling Capacity (dia.) '/4 tn. 19.1 mm Liquids Handling sewage effluent and clear drain water Intermittent Liquid Temp. up to 140T 60-C Motor 1/2, 1. and 2 HP. 3450 rpm Electrical 1/2 HP. 115V, 10.60 Hz, PSC 1/2. 1. 2 HP. 23M 10.60 Hz, PSC 208/230/460/575V, 30.60 Rz WERE Acceptable pH Range 6-9 Specific Gravity .9-1.1 Discharge. NPT 2 in. 50.8 mm (Optional) 3 in. 76.2 mm L Minimum Sump Dia. (Simplex) 24 in. 609.6 mm (Duplex) 30 in. 762 mm VI• Construction Materials Motor Housing cast iron Volute Case cast iron Impeller bronze, vortex Power Cord Single Seal Double Seal 16/3.20 ff., 10 14/4. 15 ft., 10 WHRE-DS 16/4. 15 ft.. 30 14/3, 20 ft.. 10 L/D SJOW/SJOWA 16/4. 15 ft.. 30 L/D Mechanical Seal single type 1. carbon and ceramic THE WHRE SERIES PUMPS ARE DESIGNED FOR USE IN or LIGHT COMMERCIAL AND RESIDENTIAL EFFLUENT (Optional) double tandem. carbon and ceramic 416 SST PUMPING APPLICATIONS. WHRE pumps will pass'/4-inch Motopr Shaft and solids. Recessed vortex impeller provides an unobstructed passage in the volute case which allows these pumps to handle stringy trash and slurries without plugging the impeller. The vortex impeller also greatly extends the pump bearing life. For more information, call your Myers distributor, or the Myers Ohio sales office at 419/289-1144. WHERE INNOVATION MEETS TRAD177ON M"M WHRE and WHRE=DS r 3/4" Solids Handling Effluent Pumps, Single and D, e s9- ~V DIMENSIONS 11% 41A I P,.- 0 0 ® SEPARATE CAPACITOR i 0 0 HOUSING 0 i Permits capacitor replacement (single phase only) without 7- dismantling motor. MOTOR HOUSING Cast iron; pressed-in stator 1 j IW4 for best heat transfer and tefe ool alignment 1r h BEARINGS is% r NPr j r WT Support rotor. take radial -r and thrust loads. _ sYa sti5. IA rti I MOTOR Z.- a I TT -r '/2, 1 and 2 HP. Single or . • , t o 6tFt t h NLET three phase 60 Hz. 3450 f rpm. Oil cooled and WHRE WERE-DS ! lubricated. Permanent split capacitor. PERFORMANCE CURVE CAPACITY-LITERS PER MINUTE 36 76 114 152 190 226 266 304 342 P41 r-Ft 110 f 33.0 F. V 100 30.0 Y F 90 a s. 27.0 WHRE U, so . n- .A _ - . _ 24.0 W = 70 1-17-1 1 11 21.0 2 12LdPELLER VOLUTE CASE 60 O 16.0 g Recessed completely out Cast iron with support of volute passage. legs. Passes 3/4' solids. F 5o , . 1T 15.0 = 1-- 40 12.0 c SHAFT SEAL(S) 30 9.0 Carbon and ceramic faces. _ Second seal extends motor 20 6.0 We. to ; 3.0 r: ! OPTIONAL SEAL LEAK ° 10 20 30 40 50 60 70 eo 90 ` PROBE (single phase only) CAPACITY-GALLONS PER MINUTE Detects water in seal housing, activates red light in control panel. WMM-DS K3243 lies M" e F. E Myers. A Pentair Company Printed in U.S.A. 1101 Myers Parkway Ashland, Ohio 44805-1923 419/289-1144 FAX: 419/289-6658, TLX: 98-7443 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations August 23, 1993 2226 Rose Street La Crosse WI 54603 CEDAR CORPORATION 604 WILSON AVE MENOMONIE WI 54751 RE: PLAN S93-40814 FEE RECEIVED: 130.00 NORFLEX, INC. NE,NW,23,29,19W CITY OF HUDSON COUNTY OF ST CROIX NON-PRESSURIZED IN-GROUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected- The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. - This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank required for this project. These plans may have to be submitted and approved before construction can begin. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. SHD-6423 M. U1/91) ' h t~3 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations CEDAR CORPORATION Page 2 August 23, 1993 Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely, rand Swim Plan Reviewer Section of Private Sewage (608) 785-9348 1588R/ 2 sdn.6m (e. oigi r.. SAFETY & BUILDINGS DIVISION r' i State of Wisconsii i Department of Industry, Labor and Human Relations August 23, 1993 2226 Rose Street La Crosse WT 54603 CEDAR CORPORATION 604 WILSON AVE MENOMONIE WI 54751 RE. PLAN S93--40814 FEE RECEIVED: 130.00 NORFLEX, INC.` NE,NW,23,29,19W CITY OF HUDSON COUNTY OF ST CROIX NON-PRESSURIZED IN-GROUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must.be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans, This system has not been reviewed for the code requirements set forth in chapter ILHR 62 or in chapters ILHR 50-64, Wisconsin Administrative Code- - This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank required for this project. These plans may have to be submitted and approved before construction can begin. This plan submittal approval will expire two years from the approval date, if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county si-ell be obtained prior to installation.. ~ RENO N S E P 1 6 1993 ST CROIX co OOUNTY XONINGOWCE 9 5 SUD4423 (R. 01/91) - State of Wisconsin Department of Industry, Labor and Human Relations CEDAR "ORPORA.T ION Page 2 August 23, 1993 Inqu- ries should be directed to me at the number 14sted helow. Please reTer to the plan number show% above. 3 i nc.,erel y, .rar Swim Plan Rev,eut,~ver Se-ctior of- Private Sewge (508) 7185-9348 1588R/ 2 SHMU23 J R. 01191) P W ~109~U 1 `Nocaa alb e P ~ UOI}DJOCIJOO JDPB~ i yt~ j t uauuold "oAJnc Duol cmculbua clao~l4ow w (n1 U U IJ~J ww i i i lu.~ i COD 0116 926 I t ZZ6 3: crm N 1 II a W 08 Ld \ \ / / I V 6 , II ~ NW LLJ -o Z _ Zvi ~ .N ~ ~NI i o a W I_LI 'CO Sig i L1l ~ \ U, V1 bL 'p, W , p z _ I Q Q n - r O, I S S s ~ ~S I P- t1 ~ ~ l + c[r[- u+-aw 190U.-SIL IS[K urywwN Mwuouw ~1w.s wS~ py A HISMOOSIM 'NOcanH G~1 uoi}o.Jodaoo aopao4 "M ~~7 AHON Vj F uuucld LOKWJM puol u..ye~» ~~ii//q~•U40A wrw i $ { i z so*~ o® w Z c~ a J Fa- Q C7 Q (J C 7 Z O y (n N /1/ U ^ O L!_ C:) 0 V) Q LLJ LL) r,) Z CJ rn'\ NO0~ X 11 C) W CJ3 O/ d -'O I 700 m d , ~ O eOn m O~~j ~r O 1 t tea' . ~ ~ Y 1. , 'Li s,0+ ~xO CO LE 4 LL. 611 r" ti-r r t ~ a "R' r • , 7 s w... x roc UOIjOJOdJOO pop,, ~0~~09~0 nM cjauuol0 a'oRaeunc puo C ^ t a F -l1 6~O~a~► IlW I uaau!bua cloallya~o v u I wlw f-+ aX¢cz.C) w zavwi~t x w d w ~ ¢ F-y t- Q xW L4 w¢U w O 3~ 3~Hx3 x w w C/ H ~u vw,ao~H Hd Hd w w z a -Gro0ga O 0 w OZ Wc7 wcU7 ~U w 3r- Z LZ 4 x O U rx ¢wa O O r~ rn O oz > a w 00 adz x H O w U w az ~Z 0 w AaO ¢ r~ wZa,~ qaO~ O u, w Hr°r~' 0Wa w a O 3 a U w C*) a Cx7 N -r it bUSb09Sllr~ `boos©Wb ~W .M.. 7:iz! nnA 51`14MON or-p-le / /.,,L/n Calcs 8/93 S93-40814 REC,~iv~D ` 8u 1-Id i.n Data AEG 9 1993 ~~•'`g~!~!~S 8t~g• DIV. TIMOTHY J. SOEN i AUTH /00 Emp t o y e es Po t c.n f-a 1 s E-25880 ; Lu I C m t c- 8 C►J' ARKANSAW 0%. WIS. S Floor Orai* a Cc,,rrOn /Y ~•b NNEW y Floor JOrnI'ns Fafure ~S'/ON A•• , '0_/0 , N M 40 MOO r SiZi.,J w 11 _~ie _-.6gJed.. _oil ~re~ 1 f_va Jaa Lion AAA GUa'rfe wa e'er C0&mlafion S/z ed 'Por -Pcu t u t a M axir~urr, 4 as aP ri~ . From able lZ ; 100 Em~o lo'y ew Zo 0A Is Z. coo GQ 1 I Catcj► 80'11h @ 100 ~Q Is loo Ga 1 4 F too, tor n 1 G&f i@ so r5a I_ _yS0 6Q y Flo o' Dia ►,N FNturc, Q_ Sc ~a1 ZOO Go, I _ To -_ck 1 Z 7SO G.a l Fla lot 0.7 ~Pd /f~, z - _ o(~ - - 377-o- . s7 FL Z 7S-0 Use q000 beat il'146allad ti•oey _^a~'-.9r 2 ~1 ►.t Z.____ -0.1 a .rv ,'-n_t ca_ r► - - - - - Nor -F 1&-x Pl a in 6 / C a lc 3 "P / 9,~ I F/~~~ 8eoc Slt/nr Con- S93 - .i08 1 4 Da 0y Flow 0 'P Z7SO Ga 16'00 Gal _fif•/~,cnt h°~--O - ~a..._.p°umpe~ _ o. .rv~onctaP. - E~ - - W W W N pN Np MOO ~ h r~r See 6VOit c GUaLc• Ca Ic./ a 6o0 c 'Oat/ FIOw Z7S•O Ga_llon~ _ M /n S'/ z e 7SO 6a lle^/ 7-0-(A I 3.700 Ga )Jon'j o / Ca Ca I4 /v F• Puff C a 6t%- lNa.r LG Flow - - Z 7SO L ,,pp - - J3 PIP - - - - - - - 3 i ~Ft-__ _-X __4 •GS.r w ly0 lions , - le/?~~ "__!).'yQ_va LIo~.J 6~`7 dal > SSJ' aa~ . Nor ~'Ie PIN.»~i^ Co/cp , d ~9,3 3/2 Pu ni r CA am ~ at (j SP 3 m 4 s14 /ZSD Ga Ilon P~~~ G{larn~cr' W G/J Cr M ool d1 GvL~ - f2SQ _._Q. n~ t~_. a-/o w._ --r^- ~ a• f S'3 . - - - - _ _ . . -CaPac,.ty 2G•_G7 __Gal /~n~~i . . W W MSS - - _ ~ h _ - - Xnle1• 13" 1c" Go / 346.66 - " 6, 01 53.x,3. !'pMIO Or1 2G 6 93 G4 1 10 op Pa D -P f 12 32 o Ga 1 am -Pei Mo _P,ovi'o1 c ot uP1oX. Pum~o•r _w, 01 _bo u------ - - - - - - - - uoilwod.joo JDpgo OM X31du(Dm ~caa S f I uouuDid aw(wrr puoI LwW6u~ q~1140b ~+.f•w " r O 00 ~ NI O CrJ v~ a1OHNVw Ibz o z ~ m to N z ~Ua`~p N es Q a Q LU Cil \ 0 .a~ 3 z y KC cn ~ O O NN QL 8 Q LL F- , j "i pa Q H:. b I a " M y ZS a1oHNVw .tiz ; 9 "g ~ ~ p aL ,ti GYM , N 1. ' I 893-40814 O will t TANK SPECIFICATIONS: SEGMENT.' 8' x 16' x 2% FT. HIGH INLET S OUTLET. CAPACITY: 1963 GALLONS PER 21/a FT. PER REQUIREMENTS SEGMENT. MAXIMUM 4 SEGMENTS HIGH. 4 BORE WITH STOP FOR TYSEAL REINFORCEMENT: GASKET OR EQUAL SIOEWALLS - 518" REBAR AND 6 x 6110 GAL INLET & OUTLET BAFFLES: WIRE MESH PVC 'MEETS WI. D.I.L.H.R. AND MN. M.P.CA COVER AND BASE - 518" REBAR SPECIFICATIONS DIMENSIONS: INLET. OUTLET & OPENINGS PROVIDED WALLS M.. LENGTH - 16' PER REQUIREMENTS. BOmM - 6.. ` WIDTH - 8' LIQUID CAPACITY: 65.45 GAL(INCH COVER - 6" BELOW INLET - VARIES LOCKDOWN COVERS AVAILABLE HEIGHT - VARIES MANHOLE - 24" I.DQ VARIOUS I ISES: SEPTIC 1ANK. HOLDING TANK, MANURE PIT. RECEP tON PIT, CISTERN AND UNDERGROUND VAULT SECTIONAL TANK MIESER CORCRETE Rt. 2 (Hy 10) Maiden Rock, WI 54750{715)647-2311 • S 5 ~ - 408 14 c TANK SPECIFICATIONS / CAPACITY: 1250 GALLONS CONCRETE STRENGTH: 5000 PSI REINFORCEMENT: 110 t t 1 COVER - #4 REBAR TANK - 6 x 6110 GA. WIRE MESH DIMENSIONS: WALL* 21h" LENGTH: 103" BOTTOM: 3" WIDTH: 86" COVER: 4" BELOW INLET: 53" HEIGHT: 72" MANHOLE: 24" I.D. INLET AND OUTLET: 4" BORE WITH STOP FOR TYSEAL OR FERNCO GASKET - - - ' - INLET AND OUTLET BAFFLES.- P.V.C. 'MEETS WI. D.I.L.H.R. AND 4 z t~ a MN. M.P.C-k SPECIFICATIONS LIQUID CAPACITY: 26.67 GAL/INCH J = HOLDING TANK: OUTLET HOLE PLUGGED =FLOOR: #4 REBAR 5" THICK ~yarr:s yt"~'~-?.. 3rd` r ~ y~:~~' ' LOCKDOWN COVERS AVAILABLE ACTUAL CAPACITY: 1294 GALLONS WEIGHT: 8,300 LBS. MODEL WLP-1250 COnCR 1250 Gallon Low Profile MIESER SEPTIC TANKIHOLDING TANK Rt. 2 (Hy 10) Maiden Rock. WI 547504715)647.2311 4 VMRE and WHRE=DS ( X110, a 3/4" Solids Handling Effluent Pumps. Single and Double Seal S9 -1:08.14 ADVANTAGES BY DESIGN ■ Oil-filled for cooler operation and constant ~SM DURABLE MOTOR. ~..d bearing lubrication. ■ Single Phase PSC motors have no starting switch to fail. ■ Recessed impeller reduces radial bearing loads. increases bearing life. ■ Recessed vortex impeller passes 3/4' solids. ■ Impeller operates completely out of volute passage. SINGLE OR DOUBLE-TANDEM MECHANICAL SEAL CONFIGURATIONS. a PRODUCT CAPABILITIES Capacities To 80 9Prn 302.8 lpm Heads To 1060. 32.3 m Solids Handling capacity (dia.) s/. In. 19.1 mm Liquids Handling sewage effluent and clear drain water Intermittent Liquid Temp. up to 140T 60-C Motor '/r. 1. and 2 HP. 3450 rpm Electrical 1/3 HP. I15V.10. 60 Hz. PSC '/L 1.2 HP. 230V. 10.60 Hz. PSC 208/230/460/575V. 30.60 Hz WEE Acceptable pH Range 6-9 Specific Gravity .9-1.1 Discharge. NPT 2 in. 50.8 mm U (oprional) 31n 76.2 mm Minimum Sump Dia. (Simplez) 241n. 609.6 mm cp (Duplex) 30 In. 762 mm V I' cowtruction Materiab t Motor Housing cast iron Volute Case cast iron Impeller bronze. vortex Power Cord Single Seal Double Seal 16/3.2011-10 1414. 15 ft.. 10 WERE-DS 16/4.15 ft.. 30 14/3. 20 1t.. 10 L/D S10W/S10WA 16/4. 15 it.. 30 L/D Mechanical Seal single type 1. carbon and ceramic THE WHILE SERIES PUMPS ARE DESIGNED FOR USE IN or LIGHT COMMERCIAL AND RESIDENTIAL EFFLUENT (Optional) double tandem. carbon and ceramic PUMPING APPLICATIONS. WHRE pumps will pass3/4-inch ~o Shaft and 416 SST solids. Recessed vortex impeller provides an unobstructed passage in the volute case which allows these pumps to handle stringy trash and slurries without plugging the impeller. The vortex impeller also greatly extends the pump bearing life. For more information. call your Myers distributor, or the Myers Ohio sales office t at 419/289-1144. WHERE INNOVATION MEETS TRADITION myerS7 1 7 ~ / I ' e • . WHRE and WHREmDS ' • 3/4" Solids Handling Effluent Pumps, Single an e S 9 - : DIMENSIONS 1+1±. tw- -P44- 0 o i 77 -t- rti SEPARATE CAPACITOR HOUSING c i Permits capacitor replacement (single T phase only) without dismantling motor. j ~i MOTOR HOUSING Cast iron; pressed-in stator I for best heat transfer and i 1rA alignment. 17,y I BEARINGS I ienr, / r wr ( z wr Support rotor. take radial ! -T T and thrust loads. MOTOR I I zu s,s. ( tK'j +/2. 1 and 2 HP. Single or 1. • - h NLET ~ N.Er three phase. 60 Hz. 3450 r rpm. Oil cooled and WERE WHRE•DS lubricated Permanent split capacitor. PERFORMANCE CURVE CAPACITY-LITERS PER MINUTE 30 70 114 152 190 220 260 304 342 LIM 110 33.0 100 ` . 30.0 v 1 I 90 27.0 » I WHRE W so 24.0 F z 70 21.0 a O ~essed completely out Cast iron with Esupport = 60 O 77 1e o W of volute passage. legs. Passes 3/4' solids. F 50 V ,5.0 = r ~ SHAFT SEAL(S) 30 O 9.0 Carbon and ceramic faces. - Second seal extends motor 20 6.0 We. 10 3.0 ! OPTIONAL SEAL LEAK ° 10 20 30 40 50 00 70 00 90 PROBE (single phase only) CAPACITY-GALLONS PER MINUTE Detects water in seal housing, activates red light in control panel. WERE-DS K32t3 rro9 F. M"Elf 01 Myers. A Pentair Company Printed in U.SA 1101 Myers Parkway Ashland. Ohio 44805-1923 419/289-1144 FAX 419/289-6658, TIX: 98-7443 09/16/93 09:56 $715 235 2727 CEDAR CORP. 0002 A i`c`:raa Lem M.opmr • w .dr.s urw to uoizojod.ioo jnpao 23ml X 3 1 j (D N se HE b ~ ~1a M r7 CA ONO a UN~ I d ~~N can ~~N 9 u z ~g g r it .U1 ~ N U .4r,4 O ~~d 3 cn ~ u d iri N wsi. ~ r~3 Ell) 4 GS i 1 1 Q 7 W('~~Yw ul 1 Z I - ~ Q C QU z • ~ CIS d Ed- { o C-w i .u 'NW qc~ a ~ N rtU VIA a 4 OL = ,Lt 3[ Lu of = C!S OL d V , ec 1 .-!1 a ~ o CSI g~ Cie CICR rtU y~(? ~dL -JN U O u-i . o M U cr s~ - ¢ b . Is % ~~b Cpl at - cz~ C i w. I S T C - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County ICI OWNER/BUYER_ Norflex, Inc.,/ And _rson Holdings, Inc. ADDRESS220 Norflex Drive FIRE NUMBER_ 7, CITY/STATE--Hudson, WI 54016 ZIp 54.016 PROPERTY LOCATION:Srry_1/4, SW 1/4, SECTION 23 , T29 _N-R_19 W TOWN OF Hudson , St. Croix'County, SUBDIVISION_ NA , LOT NUMBER NA 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 years or sooner, if needed by a licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1). the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I/Ile, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your sep 'c has been maintained must be completed and returned to the St. Cr ix Co. Zoning Officer within 30 days of the three year expiration ate SIGNED: o er Vtce Pi ident Norflex, DATE: - 14 r L Inc. i e ld5nt Anderson St. Croix co. Zoning Office Holdings, Inc, 911 4th St. Hudson, WI 54016 STC-100 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result ,in delays of the permit issuance. ,Should this development be intended for resale by owner/contractor,(spec house), thenta second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property Nnrf'lax. Tnc l Anderson Holdings, Inc Location of property,s-F._1/4 .S_1/4, section 23 , T _L N-R 19 W Township N,,d ann Mailing address _122nn Cnnriyitzw AyP N White Bear Lake, MN 55110 Address of site 720 Norf l ex Drive Hudson WI 54016 Subdivision name Ng Lot no. NA. other homes on property? yes x No Previous owner of property -David & Julie Waldroff Total size of parcel 68.4•* acres Date parcel -was created 4-5-93 recorded Are all corners a .-Ad lot lines identifiable? _ L -Yam No Is this property being developed for (spec house)? Yes _X _No Volume 1000 and. Page Number 349 as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER & THE SEAL OF THE REGISTER OF DEEDS. In addition a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. if the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I(we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a I warranty deed recorded in the office of the County Register-of Deeds as Document No.4. 66 66 , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of County Register of deeds as Document No. Rob rt Anderson, Vice President Arnold Ande son , President Norflex, Inc. Norflex, Inc. ' dent Vice President Signature of applicant Anderson Holdings, Imo-applicant Anderson Holdings, Inc Inc' e= _ f'. } Date of Signature Date of Signature r use by: ACA, FLCA, F,_.~ ~~nl 1000PAC'E349 96966 t' LIMITED WARRANTY DEED • THIS INDENTURE, dated March 25, 1993 , between A riBank, FCB , a federally chartered corporation, whose post off ce address is 375 Jackson St., St. Paul, MN 55101, party of the first part, and , r Anderson Holdings Inc., a Minnesota Corporation .1STLRCJ` 0MC 1 ~7f1l1 r a ~ n=,.. ~T ~},EG ST, CRON Coy ya ~y{ e o cP _addf .ei811i.,, 1 ger`(~ fi0r BCOrf~ i= arty of the second part, ( ere natter referredto as party whether singular or plural), WITNESSETH, that the said party of the first APR 5 1993 „ 2:00 P.~ part, for and in consideration of the sum of One Hundred Ten Thousand and no/100 DOLLARS, ` 11 ,000.0 to It paid y the said party of the the receipt whereof is hereby Reginer of Deeds second part, ^j, _ acknowledged, does grant, bargain, sell, and convey unto the said party of the second part, his/her/their heirs, successors and assigns, forever, the following described real estate situated in the County of St. Croix and State of Wisconsin , to-wit; Recording Information F Ll.i The NW*, except the following parcels: (1) The West 2145 feet thereof; (2) The North 765 feet of the NJNW*; R-Ey 3 The NEJ, except the following parcels: L (1) Lot 1, Vol. 9, C.S.M., Page 2491, being part of the NW*NEJ; (2) Commencing at the N 1/4 corner of Section 32, thence N 89050146" E along the North line of the NE* a distance of 102.98 feet, thence S 0°9'14" E 74.44 feet, thence South along the Western boundary of Lot 1 of the Certified Survey Map as recorded in Vol. 9, Page 2491, as Document #484832 a distance of 690.56 feet, thence West to a point on the West line of the NW*NE* 765 feet South of the North line of the NWJNE*, thence North 765 feet to the place of beginning being the N 1/4 corner. All in Section 32, Township 31 North, Range 17 West. subject to all existing easements and rights of way; also subject to all taxes on said premises for the year 1993 and following years; also subject to all unpaid parts and installments of special assessments on said premises which have fallen due, or will fall due hereafter. EXCLUDING therefrom and excepting.and reserving to said party of the first part all mineral and royalty rights, interests, estates and titles heretofore reserved or excepted of record by The Federal Land Bank of Saint Paul prior to January 22, 1986, if any, with such easements for ingress, egress and use of surface as may be incidental or necessary to use of such rights. The foregoing exclusion, exception and reservation shall include, but not be limited to, all oil, gas, hydrocarbons, coal and other minerals of whatsoever nature lying in or under the above-described lands and all royalty interests as to oil, gas and other minerals produced and saved therefrom. It is expressly understood that the said party of the first part will make no warranty as to the extent of its ownership of minerals, or as to its title thereto. TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in any wise appertaining; and all estate, right, title, interest, claim or demand whatsoever, of the said party of the first part, either in law or equity, either in possession or expectancy of, in and to the above bargained premises, and their hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises as above described, with the hereditaments and appurtenances unto the said party of the second part, and to his/her/their heirs, successors and assigns FOREVER. AND THE SAID party of the first part, for itself and its successors, does covenant, grant, bargain and agree to and with the said party of the second part, his/her/their heirs, successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof, by, through or under said party of the first part, and none other, it will forever WARRANT and DEFEND. IN WITNESS WHEREOF, the said party of the first part, has caused these presents to be executed in its corporate name the day and year first above written. AgriBank, FCB sv ~ Lee Strom , Director, Real Estate Services (Name) (Title) STATE OF MINNESOTA ) ss. COUNTY OF RAMSEY ) K MMhMnnnMnnnn nn.I\nnnMnnnMhMM:f MARY LEVI The foregoing instrument was acknowledged before me on March 25, 1993 NOTARY RY LOU LO-MINNESOTA by Lee Strom , Director, Real Estate Services of AgriBank, FCB, PN COUNTY J p~~~~oration, on behalf of said corporation. MyC~sA q Nd7O NGTOa 1997 a federally chartered corr VvvvvvVVVVV\NV\'✓VVVVVVVVVVVVV`VVVW■ M *y Lou Levi Notary Public, Washington County, Minnesota My commission expires 5-27 , 1997. This instrument was drafted by: SEND TAX STATEMENTS TO. AgriBank, FCB XiMX[XMYdEM Anderson Holdings Inc., Real Estate Services 4E-27 XW)UMXKiM 12200 Goodview Ave N 375 Jackson St. XV&K9X XYMM White Bear Lake, MN 55110 St. Paul, MN 55101 k FORM NO. 985-A WHC1lpllar Stock No. 26273 APPROVED Jl1N ~~,$326 274'.94J CERTIFIED SURVEY MAP NO. 2778 ST. CROIX Co(mTy VOLUME lo PACE 2778 C=Prehenst" Ptanriir Zoning r.m OF THE. NE. 114 - NE. 114, SECTION 22, C+1 Packs Cc~r~rni~tler PART OF THE SE. 114 - SW.1/4, SECTION 14, o 'PART OF THE NW.1/4 - NW.1/4 AND NE. 114 - NW. 114, If not retw W SECTION 23, ALL IN TOWNSHIP 29 NORTH, within 30 of I6 L RANGE 19 WEST, TOWN OF HUDSON, ST. CROIX CO., WI a 6 N.00°05'26'E. (N.00°5317"E.) 670.31 (6 a4 _ '26"w 664.09 (N.00o04'S1"E.) O _ g vold NW CORNER ~~311143.33' S.00" - E.LINE Of NE-NE, SEC.22 1178.94 (1178.73') SEC. 23, T29N, R19W (S.00°04'51"W.) O 5.00005'26"W. 13Z7.90' FND. MONUMENT Sn cn 00 f149,29 m PREPARED FOR, OD 00 (0 kll 141.90' v p \ ROBERT ANDERSON 0 .1 149.05 a 12,200 GODOVI W AVE. N. N t/j Np~ N.00°05'26"E. 50 WHITE BEAR LAKE, MN 55110 ro N89°152'42"W 208.24' ~ r N BEARINGS REFERENCED TO THE Q tip ~I 5.00°07 W. ` NORTH LINE OF THE NW. 1/4, W 5 177.90' " 01 I o \ ` \ w SEC. 23, ASSUMED 109006'48"W. v_ t 186.65 ` ° e 187.26 r - --i\ \ \ ; ..~ewRlagr~ f. c, NS AO 177.90'r W C O Mfr N.00°0742 "E. \ 0 \m Z \ ~,..«.......~/+•~i ISO m ,a I a z o N i\` ;mom DONALD M.* CLARK S-1580 i 113. al " c ~d~• o+ ~`i \ \ 5~♦=; MENOMOME, w1 r r AI ' Vt I T 4 w \ E+~ O"•wM.Q~wMV•/0 I CO A (S.01- 31'02"E.) o O N O~~. Os 0~\ \ \ N ~I, \7 U►7 - 31`02"E.) ; m p c 1~► 00 'z S.01030'38"E. 310.61' n N 'n 1 37' 2 \1 Z i°+^ o\ &41-k y (310.78.78'') 1 Z o `I' ° \ o ly I (5.02°10'36"E.) 0 > p ~o II H N o pC6 O\ of ~E ^ /99.7 r p II• I N w' DRAFTED BY D. CLARK 16 I N SCALE 1" _ 300' ly 6 0) E. LINE Of NW-NW SEC 27 • ~t O' 5d 100' god 300' 500' I m / i~A (A z o om w N N ~9 i I o m (N.020l0' 36 "W..) i :0 X. I (315.78') Y I a m 296.94' ; ` o_ T sn rn LEGEND : N.01°30'38"W. 315.71' Z m N GOVERNMENT CDR. y w w ? (N.01031'02"W.) ° 0 4 _ N = N o -FND 1" 1. PIPE • - SET 3/4" ■ 2d' RE-BAR ~ Q y > n O 1+ ° WEIGHING 1.502 LB"F, I 2 In- _L' no p Y+,~ W " ( ) -RECORDED AS al w w m w Cam- of ~ v cn N ~ ~ rn ~ ~ ` N a `0 a O x 7C m W y 0 -i w OI N N p 2 at~ OD 60\ 50 w w o ~ I D W ~~pp N v 1 O 10 n n O y C71 ~ 101 r W ~ 'O IW V, n1- O \W L+SIET OD(S00`00'Id'~ m 1 v , l BACK LN. 100' FROM R/W ~ 5') w ~ v . . 7 (s.00°29'2s"w.) Q° wbl 1 im N 379.21'S,00°00 (137 '161N 137.86' S.00030'09"W. 1062.83' m B_ _ 000 30'09'W L4R4b In- 0-' I - - - - E. LINE 0 SWJA.SEC E. LINE _NW.1/4 5E1L.23 1088.47 60.01 144.31 14l' S.00°08'23 W. 1312.79 ~ 383.774 (S.00008'06"W. 1312.84') NORTH V4 CORNER 5.00°007"W. CEDAR CORPORATION SEC.23, T29N,R19w 604 WILSON AVENUE FNO.2"1. PIPE (S.00°00'23 "W. 383.59') MENOMONIE, W154751 UN PL AT T E D LA N OS A (715)235-9081 Volume 10 Page 2778 PAGE 1 OF 4