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020-1294-10-000
Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENE~tAL IN'rORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Osburn, Alan Hudson Townshi CST BM Elev: Insp. BM Elev: BM Description: (0 0 heap Sc.w..e ...t CS t TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ` s ~ f ~b Dosing < ~ sv Aer -- __ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic >~~~ Z Dosing 5 5 ~ ~ ~%~ f / ~>'' v/ Z / Holding - " PUMP/SIPHON INFORMATION Manufacturer Demand ~or~~ ,~ GPM Model Number ~~ l~ 4y TDH Lift Friction Loss System Head TDHI `~ Ft Forcemain Length ~ Dia. Dist. to Well +~~~ Z ~/ SOIL ABSORPTION SYSTEM DIMENSIONS ~ ~ ~ ~ SETBACK SYSTEM TO INFORMATION Type Of System: No. Of Trenches P/L BLDG X33 / ~~~~r DISTRIBUTI ELEVATION DATA t oS~+ ° ~,lS•5~ ~c8~ ~ !s ,-- ~. ~ i. STATION BS HI FS ELEV. Benchmark ~ `J -\ (~, Alt. BM p. z / q~ 3 Bldg. Sewer / ~~, _ / ~ SUHt Inlet z yZ ~ 3 + / t St/Ht Outlet /Z, ~z.~Z Dt Inlet _ Dt Bottom P 0. ~ G O ~ Q. S~ Header/Man. ~/ ~ YI.3~ Dist. Pipe Bot. System / /~ fi Aw / Final Grade y ~ IUD- ~' ~ St Cover G ~, ~ ~ / ~ (v ~-~ z S5' ~~ .s l~~ Of Pits Ilnside Dia. NBER OR UNIT Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake i i/ Z Z~ Z Pipe(s) lJ q / r( S ` Z ~'~'S/ / `3 // 3`( / ~/ Length • Dia Dia pacing Length ~ 1 V SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems OnIY Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched Bedffrench Center Bed/Trench Edges Topsoil ~ Yes ~ No [] Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ( /7• /~~(,~~ Inspection #2:~/~/_~ ?I~~ Parcel No: 24.29.19.1452 Location: 864 McDiarmid Circle' Hudson, WI 5(/4016 (SW 1/4 NW 1/4 24 T29N R19W) Su tdge II 1 J Alt BM Description = ~ ~ "r 6u'~n,- E~ot7P ~ ~~g ~WPr y'~ ~ ~P l~ ~AA ~h~' ~ ~ ~J 2.) Bldg sewer length =3j ~ s, Gl,~%r ~ w~.rt~.p (,~ri5 G~fG/'~> G~WO~ -amount of cover= ~(~" Q~Sr/v~ ~`Pf~, /O~c, G7<L . ~(tvw~icr OK-s~-l 3.)Contour= y•t3Z= ~8•S$ ~ggti,1 S~a~c~ ~`°'~ Gdcvyyl~;,y w,cs ~cr r~~•-. Plan revision Required?ss ~ No i ~ Use other side for additional information. ~__~~ ~ - N Date \Insepctor's Signature ~ /~ Cert o SBD-6710 (R.3/97) ~ ~ 1 IAK9l r ~J Wr~! (~S ~tvC 'rRtiGGA/ > <J,W- / Cwrvt ~ County: St. CroIX Sanitary Permit No: 399434 State Plan ID No: Parcel Tax No: ~ ~ 020-1294-10-000 86 iQ+~ Sanitary Permit Application Safety & Buildings Division `~ In accord with Comm 83.21, V1'is. Adm. Code See reverse side for instructions for completing this application 201 W. Washington Ave. PO Box 7302 ' se~onsin ur oses • d Madison, WI 53707-730' Department of Commerce p an p personal information you provide m r secon [PrivacyL s. `a5d4('I)(rrr)]~~ ~ (Submit Completed form to County if r ~~ ~. :,. - - _ state owner Attach com lete laps (to the county co ~Por the svste . on r of less than 8-I/2 x 11 inches in size. County ~ f ~ ~` t ~ ~~ Slat ~an~itary~e it Numb t~~~ ~~ Cher iTR ton to pYs~w~ application . ; ~.~ 3 ~ '<G J State Plan 1. D. Number ~~t~. 2 ~. I. A lication Information -Please Print all Inform `"'- ti,Att Location: g Property Owner Name c ~-`+~ S7 g ~CoO I - ~ Prop ~Logation ~ ~'~ /~ ..--•' \ ~X 1 /4 ~Gtt'/4. S ~ f ~'~5',N. I~~E or 'sMailingAd re ss PropertyOwner ~~ A4tG~>"ICE ,~~,'` Lot Number Block Number ~({ / f ~ City, State Zip Code '' h n@ l?bftkn r`,,,: Subdivisi on Name or CSb1 Number / ? ? l II Type of Building: (check one) ~ at•p.. ~ 6, f ^ City ~ Village 1 or 2 Family Dwelling - No. o Bedrooms: O Town of J~ ,~ Public/Commercial (describe use): 5~ /'TL/ ^ State-owned III Type of Permit: {Check on!y ene bex on line A. Check box en fine B if applicable) Nearest Roa , A) 1. 'New System 2. D Replacement 3. ^ Replacement of 4. ^ Addition to Parcel Tax Number(s) S stem Tank Only Existin S stem ~~U-- ~ - li'- ~c~tc7 B) Permit Number Date Issued ~/ ~ s ^ A Sanita Permit was reviousl issued l ` IV. Type of POWT System: (Check all that apply) '~ s' x t'~ ~ tAd r ~Mo d ^ Sand Filter ^ Constructed Wetland ^ Non-pressurized In-gro d q'g•'.~$, ^ Holding Tank ^ Single Pass D Drtp Line w~'~ ^ Pressurized In-ground ~ - ^ At-grade / ~ Aerob~c Treatment Unit ^ Recirculating ^ Other: V Dis ersaffTreatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals./day/sq. ft.) (Min./inch) Elevation VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed ' Tanks Tanks e. ~ L~-.c ~~ X ~~~ / ~ ~ f ~ ~a D ^ ^ ^ D ^ D ^ VII Responsibility Statement I, the undersi mod, assume res ensibili f^r irstal!ation of the POWTS shown on the attached laps. Plumber's Name print) Plumber's tamps ~ MP/MPRS No. Business Phone Number ~~ r Cc~~ .~- ~- j t ~ ~~ ~t~t ` 7~ Plumber's Address (Street, City, State, Zip Code) J~ / - f _. ' W~ ~U ~ ~ ~ C ' / c./ G" VIII County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued [ssu' rg Agent Sig ature (No stamps) Approved ^ Owner Given Initial Adverse i D i Surchar Fee) ~ as. !~ OS on eterm nat IX. Conditions of Approval/Reasons for Disapprove : ~v ~.1 . _ n _ n~ _ ~-- _ ._ ~ ~ ~- ~t~D SBD-6398 (R. 07/00) PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP 1 EFFLUENT MODELS LL EFFLUENT MODELS 3/8", 112' & 3/4"SOLID PASSING CAPACITY 74 112" 8 318" 314" SOLIDS PASSING CAPACITY 42 , L 13 ~ 4 1 191 MODEL 48 S7 j55 72 76 98 137/139 140/4140 151 152 153 Feet Meters Gal. Liters Gal. Liters Gal. L9ers Gal. Liters Gal. Lfters Gal. Liters Gal. Lfters Gal Lders Gal. Liters Gal. Liters 12 5 1.5 29 110 43 163 38 144 50 189 72 273 93 352 86 326 50 189 69 261 77 291 10 3.1 22 83 34 129 30 114 40 151 61 231 79 299 80 303 45 170 61 231 TO 265 12 15 4.6 10 38 19 72 14 53 30 114 45 170 64 242 73 276 38 144 53 201 61 231 186 20 6.1 - - - - - -- 17 64 25 95 36 136 66 250 29 110 44 167 52 197 11 4186 25 7.6 - - - - - - - - - - 8 30 59 223 16 61 34 129 42 159 30 9.1 ~ 49 185 23 87 33 125 i t 40 12.2 - - - - - -- - - - 28 106 - - - - 11 42 50 15.2 - __ _ __ _ ._ _ __ ._ -. _ _ _ _ _ _ _ _ -- _ 60 18.3 - _ _ _ _ __ __ _ _ _ __ _ _ _ _ _ 32 1 70 21.3 100 80 24.4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 90 27.4 -- - 95 100 30.5 - - - - -- - - - - - - - - - - 2 ~ 110 120 33.5 36.6 - _ _ - _ -- _ -- _ -- _ - .. __ _ __ - __ _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 130 39.6 2 Shulb ff H ead: 18 fl . S.Sm 19.2 5 fl. 5 .9m 18 ft. S.Sm 25 ft . 7.6m 23 ft. 7.Om 26 ft. 7.9m 50 fl. 15.2m 30 fl. 9.im 38 ft. 1 1.6m 44 fl. 13.4m 85 80 24 165 s 7 41ss o zz ~ 7 0 tfi3 1163 65 1 ~ 161 189 4161 4189 1 188 1 41811 45 12 ~ 152 153 1 35 161 ~ 185 8 4185 25 6 20 ~ , 0099228 4 1 A CAUTION Model 185/4185 should not be subjected 2 th 30 f t TDfH t l 4a 7 sass s7ss 7s ,y ~ ess an ee . o 0 1 NOTE: For Pump Performance on Model 112, Industrial col- 1n 2 0 3 0 o s o so 7o w s o 1 00 1m 12 0 1 30 Id a 1 50 umn explosion roof um ,see FM0219. GA LLONS LIT ERS 0 80 160 240 320 400 d80 560 FLOW PER M INUTE p09922A 24 22 20 18 S v 16 z 0 14 ~ 12 ,D 8 6 4 2 0 1 0 2 0 30 40 5 0 6 0 7 0 8 0 9 0 1 00 11 0 12 0 13 0 14 0 150 1 60 17 0 1 80 1 90 20 0 21 0 22 0 230 GA LLON - LI TERS 0 8 0 7 60 ~ 240 - T 320 400 ~ 48D - ~ 56D 640 T 7 ~ 20 ~ 80 0 0o9904ABLK FLOW PER M INUTE SEWAGE AND MODEL 211 264 26fi 267 268 270/4270 282/4282 284/4284 292/4292 293/4293 294/4294 295/4295 s<N ""' ca. ` ca. ` ° cm. ' ° ~ u+r. , in<n m1. ~n"„ coi. ~o 1n<rs w. ix<~ c<1. ";= c<1. ul.rs w 9 6I i1o 90 ;;1 116 ~: 1=; :~: 1 a la. }; 600 III .a, 19 s,6 sw -- -- 96 I1. a,a ~ DEWATERI NG 10 SO 53 101 fi0 221 89 331 09 ]Ji 09 331 101 ]62 96 ]fi3 151 59d IN 169 -- -- IBI fi85 199 15J IS l1 121 1] 05 50 i09 50 IB9 50 109 191 6. 111 13} 50] 100 109 118 dd] 165 615 10. 696 6D i 10 66 -- -- -- -- 10 30 i0 30 t0 }0 56 III 3• 119 106 w, 91 3H 100 109 160 58B 160 636 ZS >6 -- -- -- -- -- -- -- -- -- -- i9 110 6 I3 ]] 216 >5 181 96 361 n0 515 151 583 10 9.1 11 159 56 III 83 110 111 150 Ib SJO 75 35 10.1 - -- -- -- - -- -- -- -- -- -- -- -- -- }3 135 65 I.6 ,OB 109 110 de3 I b lI1 -- -- -- -- -- -- -- '- -- -' -- - - 10 30 IB teI 91 ]56 115 935 50 151 __ _ __ __ __ __ __ __ _ __ __ __ __ __ __ __ __ __ __ __ 50 130 B9 3J] 7D m 18.3 __ __ __ __ __ __ __ __ __ __ __ __ __ _ _ I] !9 Z2} 3 fi6N-ol l a<a0: 19.5 a . 59m 18 11. S.Sm) 1t 5 It . 6.fim 21.5 11 . 66m T15 f1 . 66m 29 11. BBm E6 11. ].9m }5 H. 10.Im1 12 H. IZ.em 50 I1. 152m 62 A. 1fi.9m 15 11. I2.9m 66 60 .I 0099048 55 }- - 50 i ~ 293' PUMP PERFORMANCE CURVE 4D - 35 I i SEWAGE MODELS ~ i ~ 2" SOLIDS PASSING CAPACITY 2 266, 267 282 270 - 20 , ~ 15 ~ - - - 10 i - A CAUTION Model 293!4293 should not be 5 '~ 21 7 264 292 284 294 295 subjected to less than 15 feel TDH. w E 16114161 16314163 165/4165 185/4185 18614186 18814188 189/4189 191 Gal. Liars Gal. Liters Gal. Lifers Gal. LBers Gal. Liters Gal. Liars Gal. Lifers Gal. Lifers 100 3T9 61 231 61 231 58 220 1d5 549 1d5 549 45 170 93 352 61 231 61 231 58 220 140 530 140 530 /S 170 85 322 80 227 61 231 58 220 131 507 135 511 45 170 79 299 59 223 60 227 58 220 128 484 131 4% 45 170 70 265 57 216 59 223 58 220 122 462 125 473 IS 170 62 235 55 206 58 220 85 322 58 220 116 439 120 454 45 170 d5 570 66 1T2 55 206 70 285 50 220 104 394 109 413 d5 170 20 76 33 125 50 189 51 193 58 220 90 311 97 367 d5 170 _ - 15 57 39 148 32 121 58 220 71 269 85 322 45 170 23 87 9 34 52 197 51 193 69 Zfi1 45 170 _ _ - ~- 10 38 _ - 45 170 26 10fi 51 193 45 170 - - - - - - _ - 31 117 2 8 34 129 45 170 - - - _ _ - _ - 16 BD 17 64 10 151 _ _ _ _ _ _ _ 4 15 _ _ _ _ 30 114 _ _ _ _ _ _ _ _ _ _ _ _ _ 20 76 10 38 56 fl.( 17.tm) 66 ft.(2 0.1m) 89 fl.( 26.4m) 73 fl.( 22.3m) 114 fl.( 34.7m) 91 ft( 27.7m) 110 ft. 33.Sm) 137 fl. (41.Bm) © Copyright 2003 Zoeller Co. All rights reserved. 6 ;~PAGEL Date: 09/09/2001 Time: 11:36:18 PM Page it of ;: ~' ', ;, Safety and Buildings PO BOX 7162 ;.,r~ .,-=-. MADISON WI 53707-7162 ~ ~f~ ~ i,~y ~_)`-.:.. TDD #: (608) 264-8777 ~seons~n ~ -~--~~- ~ www.commerce.state.wi.us/sb ~~,,~~,3,~" ~ti: www.wisconsin.gov Department of Commerce 1 '~ ' "~, .,` `t,~. '~, Scott McCallum, Governor ~* d 'I Philip Edw. Albert, Acting Secretary i ~ ~~ '~ September 11, 2001 ~~~~~~ I/' ~~! .:. I CUST ID No.242514 ~' i) ~.,,._-,__.f--~' POWTS Inspector ZONING OFFICE TODD C FEATHERSTONE ST CROIX COUNTY SPIA 368 TOWER RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL identification T`?umbers PLAN APPROVAL EXPIItES: 09/1I/2003 Transaction ID No. 674247 SITE: Site iD No. 635613 OSBORN CONSTRUCTION /ALAN OSBORN -RESIDENCE Please refer to both identification numbers, MC DIARMID DR above, in all correspondence with the agency. TOWN OF HUDSON, ST CROIX COUNTY SE1/4, NW1/4, S24, T29N, R19W LOT: 28, SUBDIVISION: SUN RIDGE II FOR: DESCRIPTION: NEW MOUND SYSTEM / 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 810687 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. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. On page 3, the aggregate in the dispersal cell shall be covered with approved geotextile fabric that conforms to s. Comm 84.30(6)(g)., Wis. Adm. Code. 2. On page 3, observation pipes shall be provided with a suitable means of anchoring. See Figure 8 of the approved mound system component manual for complete details. 3. On page8, the system plot plan must show two-foot contours or other appropriate contour interval within the system area as specified in the approved "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10691-P (N.Ol/O1). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation operation. 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. ' ` TODD C FEATHERSTONE Page 2 9/11/01 Sincerel , ~'~ C R E PAG: POWTS PLAN II ,INTEGRATED SERVICES (608)266-2889 , M - F, 0630 - 1500 HRS PEPAGEL@COMMERCE. STATE. WLUS cc: ALAN OSBORN , OSBORN CONSTRUCTION FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 ~~'iSiti9A1ZT cvJe; 7G:i~ .Y ~E~Ei VFW A~6 ~ p 20~~ SAF MOUND AND PRESSURE DISTRIBUTION COMPONENT DE~~ BCpGS D Residential Application N INDEX AND TITLE PAGE Project Name: OSBORN CONST. Owner's Name: ALAN OSBORN Owner's Address: 506 TEILLIUM LN HUDSON WI 54016 Legal Description: SE 1/4 NW 1!4 S24, T29, R19 W Township: HUDSON WI 54016 County: ST CROIX MN 54016 Subdivision Name: SUN RIDGE II Lot Number: 28 Block Number: Parcel I.D. Number: 020-1294-10-000 Plan Transaction No.: ~0.~ L/ 2 L(? C Page 1 Index and title c~~~ ~~/~~l~,, Page 2 Data entry ~' / P ®.W.T.$, t~-'3' Mound drawings ~~i~~s~~/j/F~, ~UIZl~ltlOt2~1'l~y Page 4 Lateral and dose tank O~Y OFD Page 5 System maintenance specificatio Fjjj~, //`fit Page 6 Management and contingency plan F DEP T NT OF aMM Page 7 Pump curve and specifications DIViS E ND t iNOg a e SITE PLAN Page 9 SOIL TEST ~/,4 , y13~- i'~' SEE GORRESPONDE E Designer: TODD FEATHERSTONE License Number: Date: 08/27/01 Phone Number: Signature:. - '~~ 242514 715-381-1704 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (05/01) Page 1 of 9 From: Todd Featherstone To: PETE PAGEL Date: 09/09/2001 Time: 11:36:18 PM Page 7 of l i Mound and Pressure Distribution Component Design Design Worksheet (r or c) R Residential or Commercial Design 500.00 Estimated Wastewater Flow {gpd) 1.50 Peaking Factor (e.g. 1.5 = 150°!0) 450.00 Design Flow (gpd) 4.00 Site Slope (96) 88.1:8 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.20 In-situ Soil Applicatlon Rate (gpd/ft2) Distribution Ct11 Information 100.00 Dispersal Cell Length Along Contour (ft) 1.00 Dispersal Cell Design Loading Rate {gpolftz) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Infonnatian (c or e) c Center ar End Manifold 2.25 Lateral SpaGng (R) 4 Number of Laterals O.f 8i Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (dt) = 2.00 for+cemain Diameter (in) x0.00 Forcemain Length (ft) 80.00 Pump Tank Elevation {ft) 3.25 System Head (ft) x 1.3 8.75 Vertical Lift (ft) 2.88 Friction Loss (ft) 14.88 Total Dynamic Head (ft) Laterel Diameter Selection in. dis. o ions choice ~_.W_ 0.75 1.00 1.25 x x 1.50 x 2.00 x 3.00 x Treatment Tank Intonnation 1000.OO~~ic Tank Capacity (gal) WEI3ER Manufacturer Note: Sand ~ (D) edCUgitbns aaume a Table 83-~44~3 in-situ sdl hestment (or tecel caiform or <= 36 inches. 4.50 Cell Width (ft) Are the laterals the highest int In the distribution Y network? Enter Y or N It N ad~ve, enter the elevation ft of the highest point. 7.03 ft2/orifice Does the foncemain drain rack? ~ Y~~ Enter Y or N 13.05 Forcemain Drainback (gal) 82.81 5x Void Volume (gal) 75.88 Minimum Dose Volume (gat) 41.94 System Demand (gpm) Manifold Diameter Selection in. dia. o one choice 1.25 x 1.50 x 2.00 x x 3.00 aallons/incly Calculator {optional) 750.00 Total Tank Ca~city {gal} 37.00 Total Working Liquid Depth (in) 20.27 gal/in (enter result in cell 1349) Dose Tank lMonrration Efflwent Filter Information 750.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 20.27 Dose Tank Volume (gal/in) A100 Finer Model Number WEiSER Manufacturer Project: OSBORN CONST. Page 2 of 9 From: Todd Featherstone To: PETE PAGEL Date. 09!0912001 Time: 11:36.18 PM Page 8 of 11 Mound Pian View 1- 1_ . 11 10 g Observation Pips K .~ r oo ~.+ r : +°.~' d?: e~ d ~O ~. t,~ ~..s. •g,P~' e'r .'r ~ ' 1,? QQ~..to • °e b o e L ~.,s s; ia°~~i°.~Zs~•ifi °~ . S.~.p~ h ~~,~;S~~S~,s;S~',~ 5 ~r~f~,. ;sro.~.s• f~rj.; Sy ,.3 s° B - - - - - - - - ~ ~' .l :i. -~. L '_"~ Mound Component Dimensions Down slo a toe extension made. A 4.50 ft E 14.18 in H 1.00 ft K 8.58 ft B 100.00 ft F 8.25 in z 18.00 ft L 117.17 ft D 12.00 in G 0.50 ft J d.08 ft W 28.5$ ft 450.00 (itz) Dispersal Cell Area 2250.00 (fie) Basal Area Available 4.50 (gpdfft) Linear Loading Rate 10.00 (ft) 1/10 8 Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.35 (ft} ~ G ~ ~ ~ •risriii 2 ~iiirii F p~ Caw 100.08 (ft) Lateral 99,58 ({t).,-~ Invert Dispersal C@Ii ;~ ; : 'p • ' ' ' Elevation , E , ~ ~. ::::~ ~''.,~ .LL:;;LLLL;L:;LLLL'L.tL,:L;:~LLLL: 4 LO'~. L ` ` ` ` `" 9 .58 (ft) Contour Elevation 4.0 % Site Siope Geotextile Fabric Cove`' Shading Ksy ~ ~ .Dispersal Call eel e a er s on 10 Topsoil Cap ~ 1. ••,,,,,,~,,;,•,,,,,,;••, ;,,,s Page 4 for number, size, [~ ~~~~~ Subsoil Cap ~ L5 ~~+• •,~~; ~• ,±~~~~ and spacing of laterals. d "~'- ;;;,;{, ,,;~,;' ~;~;~;, F Laterals are equally ASTM C33 Sand •'~•' ' •~ `"••' '~ '~•S ® 9 0, 5 ~ ; 3.' Typk~s lateral ;?'?,; spaced from the Tilled Layer c ;;:;•;•;;,:;,;>;;::?••: • © . },r Aggregate ~ ;,'; .;;.:;(;~; ;±~~?t:, s c distribution cell s ~_ A ~~ centerline in the distributfan cell (Ax8). Project: OSBORN CONST. CORRECTION NEEDED Page 3 of 9 SEE CORRESPONDENCE -i _f _I From: Todd Featherstone To: PETE PAGEL Date: 09/09/2001 Time. 11.36:18 PM Center Connection Lateral Layout Daigram Fort» main oorateotion via to or arose to manFold at any pokU. Laterals an Identka! ~ p Lateral Diagram Here S .~k •^7um-upwfbraltwhnor ~.x--.~~crl2 r/2~l LatrraiskforoemainofPVCSahid asr,o~rta~a per COMMTable 84.30.6 Holes driyed an the bottom of tht lateral. Number of Laterals 4 Orifice Diameter Lateral Diameter 1.25 in Orifice Spacing (X} Lateral Length (P) 48.29 ft Orifices per Lateral Lateral SpaGng (S) 2.25 ft Orifice Density Laterel Flow Rate 10.49 gpm Manifold Length System Flow Rate 41.94 gpm Manifold Diameter Total Dynamic Head 14.88 it Forcemain Velocity Done Tank information Electrical as per NEC 300 and ----- Comm 16.28 WAC Dfacortnect ~_ Tank component Is property vented WEISER Ca 750.00 Volume 20.27 Dimension Inches Gallons A 15.26 309.28 B 2.00 40.54 C 3.74 75.86 D 16.00 324.32 Total 37.00 750.00 Manufacturer Gallons gairnch A B C D 1881in 7,03 ft2/orifice 2.25 ft 2.00 in l.ocWnp cover v~itli wamirta gtbel and kxkktp device and sealed v+a6eRi~M i 41n. min. E---- Alternate outlet location Fot+cemaln diarneler ~ 2 in. Wsep hole or arttf- aipl>on desks P~ tang off elevation R ~ 91.33 nk slevauort 1t 90.00 Alarm Manuafacturer LEVEL ALARM Alarm Model Number LVL 1 Pump Manufacturer ZOELLi=R Pump Model Number 98 Pump Must Deliver 41.94 gpm at 14.88 ft TDH Page 9 of 11 Project: OSBORN CONST. Page 4 of 9 Frorr~: Todd Featherstone To: PETE PAGEL Date: 09/09/2001 Time: 11:36:18 PM Page 10 of 11 Mound ~vstem Maints_ and Oiaeratfon Sosciflcations Service Providers Name ~ TRI CO SANATATION Phone 715-386-2130 POWTS Regulator's Name (~ ST CROIX CO ZONING Phone 715-3$6-4680 Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capadty 1000 gal Maximum TSS i 50 mg/L Soil Absorption Component Size 450 ft2 Maximum FO(3 30 mg/L Type of Wastewater Domestic Maximum Fecal Colifom~ >10E4 cfuh00 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other In ed and/or service once eve 3 ears Should in and clean at least once eve 3 ears Test once eve 3 ears Should teat month) Laterals should be flushed and ro tested eve 1.5 ears i ct for ndin and see a once eve 3 ears ~Jis~,etiansous Construction and Matadals 8tanda~ 1. Observation pipes are slatted and materials confoml to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comrn 84.30 (8)(i), Wis. Adm. Code. 3. Afi gravity and pressure piping materials conform to the requirements in Comm 84, W;s. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Latest Tum-up ))stall Finished • .............. ................ Grade B-8" Diameter Lawn ~~ '~'°' Threaded Cleanout Sprinkler Valve Box ~~.~ Plug or Kati Valve ~: ~"$ Distribution .fi • . : .., Lateral k h ,. _ S. . ~; • :~3z~ ,,; ~i'~<~Y~ ?~~~~r~: ~. ~ `'~$:. Long Sweep SO or Two ~` 45 Degree Bends Same Diameter as Lateral Project: OSBORN CONST. Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01 /01) and SSWMP Publication 9.6 (Ot /81 )] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent finer alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1J3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be pertormed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank pertormance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surtace within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. influent quality into the mound system may not exceed 220 mgJL BODS, 150 mgJL TSS, and 30 mgJL FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mgiL FOG, and 10" cfuJ100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and R is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution wthin the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal pertormance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: OSBORN CONST. Page 6 of 9 3 7/8 6 ?/a 4 5/8 -+~ ®, I • 3 5/8 - {- + 4 3/16 MODEL 98 60 CYCLE =eet GaOons Meters Liters S f0 72 61 1.5 3-~ 273 931 15 t5 ~.8 170 20 25 6. i 9S lock VOlve: 23' 009971 4 3/16 • SK1f02 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available with or without alarm switches. for variable level long cycle controls. S:1F>.nrlsrei sll mnrlplt . Wpinht 39 163_ .'/ H_P 98 Series Control Selection Model Volts•Ph i Mode Ampa Sim lez Duplex M98 115 1 ~ Auto 9.4 1 or 1 & 7 - N98 115 1 Non 9.4 2or2&B 3or4&5 D98 230 1 Auto 4.7 1 or 1 & 7 - E98 230 1 Non 4.T 2 or 2& 6 3 or 4 8 5 SELECTION GUIDE 1. 4ltegral Moat operated 2 pole mechanical switch, no external control required. 2. Single piggyback variable level float switch or double piggyback varlade level, float switch. Refer to FM0477. 3. Mechanical alternator 10.0072 or 10-0075. 4. Sea FM0712, for correct model of Electrical ANemetor. 5. Control switch 10-0225 used as a control activator, speary duplex (3} or (4) that system. 6. Four (4) hole J-Pak, junction box, for watertight connectbn or wired-in simplex or duplex operation, 10-0002. 7. Two (2) hole J-Pak, for watertight connection or splice. CAUTION FDr Mfarmabon on additional Zoeller products teter to catalog on Piggyback Variable Level Switches, All installation of controls, protection devices and wiring should be done by a qualiiied FMW71;Ekclri~lAlfemeta,FMU486;MechariicalAltemator,FM0495;SumplSewage8as41ns,FM0467; licensed electrician. Alleleetriealandsafetyeodesshouldbefollowedineludingthemost Single Phase Simplex Pump Control, FM1596; Alarm Systems, FM0132. recent National Electric Code (NEC) and the Oecupattonal safety and Meatth Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. --- - MAIL TO: P.O, 80X 15341 Louisvi8e, KV 40156-0347 Manufadurerso/. . 0 SXIP70: 3649 Cane Run Road ~~ louisviNe, KY 40211-196! ~,,,. PuMVe S~ /9~9 • ftetp:lMrww.zoerleccom , 1 PUMP CO. (502) 778-2731.1(800) 928-PUMA FAX(5011 7 74-36 24 `'""' p 80 160 240 FLO'w PER MINUTE 1 1/2-11 1/2 NPT From: Todd Featherstone To: PETE PAGEL Date: 09/09/2001 Time: 11:36:18 PM Page 11 of 11 ~' ~ ~ sFF ~~~F ~ C~~~ ~~~ ~ ~ ~ ~ F~A~~ F`~~FD OFy~F fi~ ~ ~~^~- ~ ` •~ .. v,`r- „~ ~ ~ c ~t -;a .~ _ ~~ ., "° W ~ ~„~,,,.,.'~• mss' ~ V ~Y l" ~ f "~ ~ V ~ ~. ~` 1~ a ~~ ~, ..,~ , ,, s. w ~ •/~~ • ~ ` ~ ~~ /f~ ~ ~ ~•_ .. ~ 1 .a~"l ~ ~ { ,, ~, \~ '~ +~ ~ 1 ` r .. 4,~ ~ ~ . '~~ ~. l~~. ~ .~ ~~: .. ~\ • w '~. ~~\ `, ,\ :, i ,. /~ ( ~ a i ~ ,~ ~~~"~~~~• 801E AND SITE EYAkUAT10N DEPORT ~~M ~ p atecolq wih R.Ma aa.06: Wrd. Adttr. Ooct• sT ~Rot'K, Audi mnphb ~Ra pqn at p+pr rot I~ dNn r !/>t:11 Irnfw M ~. pay irw IneYd~, but naA in#Md 1a v~~liat M+d AorlaaMd fMwN1o~ P~M1110M. dwoioa a+d 7L d ~P-. ~OM~ a+ dlr+~eMia~rd, noelh arrow. end borfion aad dN~ b rnrMt wod . APPkICANT INFORMATION-Pk[AIl[ PIIfNT ALL INFOREATNN PROPEYitVdMA19k V 1lDGrRi011 'R oit 1 • sM 1 t ~ AOYr. lAR Sdr Wu1•a p1A l~t Z ~ MR f ~ E ~qrr ,' Swt~a woaEee ~~ eWOK ~ #~u,'a R t tNr~ ']oF ~ ooo~ rruleta tooiarNa-4~s-~ r-~u. 53 i5 Elr+.{ p ~-:Sla t,py~ea Mc ~i^R~•+ID I~ Oaierur.Eon IAtat WwA4id/iMeberdb~iaoaa t 1 AdOlbnb~W[In1 l 1 -~ t 1 pubtacnasnnrabidreaibR._, - CadedwlwddeiYlow poa ~4 RecomtandeddellpnbtlhorlM~~~~f~ Aba~Yosareaeaaied.L_ewf~~ '~ ~ snad4~= IA~ai.uadadrr~+~vr+~a ypdMR •~E.nd1,I1~ R~oo~nwalyd i~111Mfon tuANO~ b1 •~`~ 3 .--.- A (Mi nlN~~a b M~ P~ ~drnt;q At1~nnMdwtO^1~IMOOnddrl[ati #IT4' ~Tj-B~Ii" /rlwuwr0 T S PaaMaiaMrhl 5GS.~.- •~/ ~ 4F Fioodl~fattM[on.[t R lle1L 1]EgRIRLMTION q!>fOR7 ~bD P aoure ~. S!. ~. R. Oapdt b ~~ rl ~18i1i+ O~Pti'+ I?onir-tIM Cola AilorM Stucpm w~lna Cbr> FIoo4 ~~ In. kturveN Q~.Sz.GbntCbb . T~xlurs flr.Nx•Sh- t o- a 9/a.. ~--- S!/ fit- a..s~'rP cs /f , s . G ~. /d ~e y y Sr/ 2-f s4~t' ~R as. l f • S •G ~ 7.f ~ ~~ S~ ~p ~~ I/~ 1J~I~ r N N 4nE~ /wJ ' t~1~ C!'J/ 11R~• R f3orinp IM r ~, r~, Win. ~b rwro ~,~ S'S~ ....w.w I . o- G ~ 6 YR ,~ /~ - Sl ~ . f sjK ,,..fR ~s / f . 5 . G ;, kum-.-R~aoPlid RbB~f~-P r,~c~Ri'ar~.r """""~tt5-3Pd 8t8S 455 ar~~tc. gD. i{UDSea 411. 5404 y•z3-QS ~srli~[t~ ol.: .~~T".i~'y~ • .IU1~ ;. ~$zr, .~ x~-~"'~ .,~ _ .._ _ __. ~5~~ r+~orermoenfe ~. ~ U S~ f;piL Df38aRINTiVN aE4oRr BoA~yj ! 3 ~. ft. ~nnf,~~,.fa ^'~~ -.~ 5S t~iprizon Ddpth in, fkx~NrtamCalor fU111~1Yrll Moflw W.8z0io~N.Gtllor Tndun s~° q-.f3z.fs`h. CO~rtabnos Flools (3POVf o-il f o YA ~ ~' . s,~ r .... ~s ~.iF . s 3 /a R 9l ~' ~ JC 5i / 2w• bX wM~~ ' Q.t~ ~- . S •4 GTt/~ L/` E' //Cr~P - A/ 4i` N " ~, ~ Sir,/ r s~T~ ~, 1~,r,;v jr sm~ 001 'tom'. ti rja~g e G?o11e0 9d~ ~~ ~~ SsS Bo-8iy • found .~. _r~ ~~ - ~s ~r4 ~-- ~,~ ~. tr., ~'p~ u~~ k ~' c4w -~ +~ 8prlr~g N Gaud e~a.~ ,..... ~ ~b foGOr fiema~f~s; nMh ngY.,q KRI',1 GSA P~ ~~ ~ ~ ~ ~ ~ C a ~ c b ~ "t w 1 _ ~4 ` ~ ~ ~ ~ !~ ~ w ; e r 0 "I N -~. r a '1 N ~~ G P w ~ u z d ~' b y~ ~~ °~ .Z r~ ~ 1 '~ • j~ r w ,~iD ~. M b 1 ~ ~ ~`` ' ~_ • o~ ~ 6 O .._,,~,,,,_ ~ z ~ ~~ ~ ~ ~ ~ ~ '~ ~+ ~ O , b ~` ` ' n ~ t~ r .~ i ._.r._.~,.,~- ,H : tom. ~d~.yiA A a u n w ~' x ~ ~i -~--.~. ~ '"'~- ~ ~ - r ~ ~ c a y a Q r p~ - l ~ , ~~,~ ~ss~ isconsin Department of Commerce Safety and Buildings PO BOX 7162 MADISON WI 53707-7162 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Acting Secretary September 11, 2001 CUST ID No.242514 TODD C FEATHERSTONE 368 TOWER RD HUDSON WI 54016 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09111!2003 [dentification Numbers Transaction ID No. 674247 SITE: Site ID No. 635613 OSBORN CONSTRUCTION /ALAN OSBORN -RESIDENCE Please refer to both identification numbers, MC DIARMID DR above, in all correspondence with the agency. TOWN OF HUDSON, ST CROIX COUNTY SE1/4, NW1/4, 524, T29N, R19W LOT: 28, SUBDIVISION: SUN RIDGE II FOR: DESCRIPTION: NEW MOUND SYSTEM / 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 810687 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. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. On page 3, the aggregate in the dispersal cell shall be covered with approved geotextile fabric that conforms to s. Comm 84.30(6)(8)., Wis. Adm. Code. 2. On page 3, observation pipes shall be provided with a suitable means of anchoring. See Figure 8 of the approved mound system component manual for complete details. 3. On page, the system plot plan must show two-foot contours or other appropriate contour interval within the system area as specified in the approved "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10691-P (N.Ol/Ol). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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. TODD C FEATHERSTONE Sincerely 'f~ ~. PET E PAGEL POWTS PLAN REVI R II ,INTEGRATED SERVICES (608)266-2889 , M - F, 0630 - 1500 HRS PEPAGEL@COMMERCE.STATE. WLUS cc: ALAN OSBORN , OSBORN CONSTRUCTION Page 2 9/11/01 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMAIZT'cade: 7633 '` ur.~i v ~ ~,SE`C~ ; ~ i r~ 3 /~t.4 E2 Y ~ u S Gl~., . l 41 !v 3 •~-dZ. S ~- . ~ vlj,1'o~ w f`S . 5~[oi;~ Wisconsin Department oflndustry, SOIL AND SITE EVALUATION REPORT Labor and Ftuman Relations Division of Safety ~ Buildings in accord with ILHR 83.05, Wis. Adm. Code Page ~ of 3 ,,,,.... s ,r c R o r' }C. 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 °1° of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION EWEDBY DATE r~~~o1. PROPERTY~@thNdEFta fj US/E~ : PROPERTY LOCATION 'ROD ~ ` 'D£t3 Q t E s'M 1 '~ (^• GOVT. LOT SE' 1/4 N t.J 1/4,S Z~T 2 ~ ,N,R (~{ E (o~ PROPERTY OWNEA':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # S 2-5 l S tc, ~} u~ . Z g - S ~..~ (2 ~ uG~ ~- CITY, STATE ZIP CODE PHONE NUMBER ^CITY []VILLAGE WN NEAREST ROAD t3laoMtac~-k-orJ 1~N• 55y1,s (C~t~-1 85y-259o i-}t,p~oa n~-c~t'A~I.1r'D [ ~w Construction Use [ Residential / Number of bedrooms ~ [ J Addition to existing building (J Replacement [ ] Public or commeraal desaibe Code derived daily flow ~ o ~ gpd Recommended design loading rate ~ y bed, gpd/ft2 ' ~ trench, gpolft2 Absorption area required ~ bed, ft2 ~~ trench, ft2 Maximum design loading rate ~ bed, gpd/ft2 • ~ trench, gpolft2 Recommended infiltration surface elevations} S.~ 2. ~ ~- • 3 ft (as referred to site plan benchmark) Additional design /site considerations SITE s ~'Ty}-,Q/6" f=o.2 /'fov'"y T lj~~'" SySTE~`'! . Parent material SAS J!' Cv / .v ~ /oESS ~~t-/~ Flood plain elevation, if applicable ft O7J / ~ ." S =Suitable for system CONVENTION M~OUyA- .IN•GROUND_Pfj~&SURE AST S DE ^ S IN FI ^ SING TANK U =Unsuitable fors stem ^ S ~ LA'S ^ U ^ S [~J'CJ SOIL DESCRIPTION REPORT ~,.•, G,Qa. ~ ~~y [ I Zvtl~o ----" Boring # ` `.\f :{a ,:~ ....::~<r:~: Ground elev. ~~, ~ ft. Depth to limiting fac~ p.q~u~rBi ~I f Depth Dominant Color Mottles T t Structure Consistence Botrdar Roots GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color ure ex Gr. Sz. Sh. y Bed Trertd~ o-~ 1 o y 3/z ~-- S'i/ 2 f sb,~ nMf.~' cs if . s . ~ 3 6- y~ ~.5 ~,~ y ~ s/ ~.~ ~ ~ s - . y . s ~~ /• J 1/C J/ ~/ / ~ y/C ~/`~/ • ~ r hi i A3 ,~~,-S . ~E,~ ,~T ,~s.~- . y ~~(jQfGT~^~s Remarks: Boring # :::~:.>.;>::t:~~ ~<: $::~ .~~ ,::.. Z:: ~::~v.: Ground elev. ej(D ~ ft. Depth to limiting factor [ o- ~ t V t1R ~ l~ sl ~ . 2f sb K ,r,,.fi2 C,S' ( 1 - . 5 r V Z - 3 3 1, ~ yip 3/ ~~ S ~ (r-v, ~ /-,,, f(~ ~ S ~ • `{ • S 'I ~~S Remarks: 1 Rt'20ti3 3 cFtcE,vT~-U ~~Pi'ffG~ ~N SpD7`5. C~,Y~rE1~ ~~.FsS CST Name:-Please Print 'D ~~E ~r uL~ ~ ~• G,~-r- Phone: -Z~ s _ 3 ~ G g 1 8 S Address: (Q 5 5 O r N r; i L ~-tU • ~ v nS o ~ c.J 1. S ~! o t (~ ~ , Z3 -~ S cS Tit 1-~l 8 2._,, Signature: ~/~~ Date: CST Number: ~~~/. Q ~~ jt', PROPERTY OWNER ~~ ~ D S ~'~"~ SOIL DESCRIPTION REPORT Page Z`of 3 PARCEL I.D. A ~'r" Z~ ~ s U~ (Z 1~ V ~'~ Boring # ,.. _.:::3: Ground elev. /= ft. Depth to limiting factor ~~ -~~-~ ~'S5 Boring # ,~r~.; Ground elev. 9~, sg ft. Depth to limiting fact r t ,j S f Boring # `i~f^y. hh\ 3[?2 Ki?SLti'}vti: Ground elev. ft. Depth to limiting factor Boring # ,.>... ff$${{: Ground elev. ft. Depth to limiting factor Horizon Depth Dominant Color ~~ Texture Structure Consistence Baxxiary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trerxt ~ o-II lD `I-' 3/z- 5~' Z~„ s~br .mv~ ~S ~~- . s .~ Z ll- L io ~~ 3`~ ~ 5'~' /~ ~~ a s ~ ~ Y ~s 6'GO /~.4-c7v~ 7> L-i%KtES .~~'- ~~•PF Li/~ -- ~,v v~' 7~ ~i " /a G ( `~ sec/ DFGO,~r osE~ ~v ,~. Remarks: _~ ~o yip ~3~ s/ /.~ a s .- ~ Y .s -3 ~~s y/~ ~'~ '~/s /~ ~ ~ f~P ors ,- N ,~ S v Q 5'~c.1- o s r~ t-Li w~ ,o r ~ ,4~r 8 _~ Z,S Y S`4 v~co.•cpo~y s rc/ 1 vg`s fit' .~w~~~' ~- ~- ~ r~ MAO ~~~ Remarks: Remarks: eon oeoivo ncine~ i~ ~ ~. W a ~~ ~ t ~~ o~~y~,~ ~~ w w ~, .. ,,, ~ ~ W ~; .? . ~~ ~~ ~ o ~ ~ ~ v ~ ~~ J o o J ~,, c~ N o J ~. ~ ~ ~ ~l -.~ a ~~ _ ~ ~ • --~ o '~ o o J ti . ~ J i#i1.. o W ~ ~ ~ p ~_.~ ~( ~ ~ ~ ~~ ~ ~ `H ~ ~ o V ~( ~ ~~. ~~ ~. ~~ A ~i a ~ o ~ ~ ~ -y ~. -~ w O J T 1- 0 J ~~ . ~~ sync r~N1c 1rf~tt+rraHnxt~ ,~f}xBaMSt~rr ~rro owrrs~Htr cearrrzc~rtoH troaM awrted8wy~r ~' Maitie~ A,ddren _ .Sl'-'~ ~~~5«~!V ~w-r~L4~ "`~ ' ~~, _ iveri~kspea ~oind dan !l~stlst ~p~at w~ t+..v CtgrlB'ma ~r~s'o-, Gv~ reel ~taadacat~o~n 1-r~nbR C.~~J ~~`l4'- fti --y~oo ~~ L~oa~goa ~ ~ ~ ~. ~ x..~~t ~`LW. Iowa of _ ~i~sd-~ aR .~v`'~ ~i °jg-e, ~ Lot f~.~_~ ~tllt~ ~nret+y- llta~ 1111 ~~ Yale ..,~. ¢~+J~ Pap iM ____~-,_~;_. Dead ~ _..~s.~Z..~~~~ ~.._...._,..~: Ve~ms .r..~.~_,~ ~M * ~c~...~ 8pao ~1r• ~ y~r t7 ao ~t Hart Ito ~ ytr~ O m 1~r~wa~w~Meert~~~pNegwt„„alit~tYi~~w~lli~sts~~w~~~ertwl~ira ~at~t+al i tq~ ti naq-11w. i~ ae es~ ~ ~ilb s li~r~wt~ :iViae~ lrl iMa Mi~M~w KtM tto/Ile fit r a ~ra~p in fw was ~If*ontwr~lsa. 1"~a ww t~s d tt+ttedt 1i llt Aak Xi1ai~ t'l~elleresl i +eemewMlbat~ alpai b ~ ~~ ~^d1q- ^ ~I~K~~iw-ttawlreMt~issa dww~NtprrrwtbitKwt~tts os+Y~.raMwr.l~etllipawlttt+N~ M M~e/wipta fataiar~ dht tads pia~o~lwglj~ eM a~lralrr M~1wa ~ ~ et~1~. fit ~/Np~iR,trr[ bars ts~ tM t~~ i~h tl! R/ip b adrMla ~ ~ MME ~~1 w~ 1M IMrMI~ ~~4 Muetgr 1~p~peeM~t.iaettwewaMlM~.at~Kihnit ~phrat~. ~ ~ ~ 4ttlss Iw Mrs a~tM tte~Ird rM sw.i to 1r ~ ~ f~etngriwitti O~At-e ttrl~t i0 ttR1 0~~~ fit. w tW ~ taw tAtr ~ M ~ dtW «tsowty~. 1 ~~) ~G~U tM ~D si I~+-IteM Ke wrAUb rwi waaedM fa fladw~ OtQaad~ O![iev, ~~1i«'B ~""~ MOr Y6u..tl~a ttw M ~nb~w~er4wgr nrrit b IM,a~y-pt+endcMifi ~y y eta Zositt~ Dop~eo~iet ••.«'. •• IadfaM wltr tN~ apfaNuN~,~ ~ pstttNd awn<y- tard ~ tae ei tiMdr e~ a a~P7' of Ifr saAftiM ~~ tgyl {[ rd11w-ee G wN la ti~4 tinetrwty ~d ~~ i t"~\~ ~ ~ '~'i..~t.~ ~PAGf ~c.<~ STATE BAR OF WISCONSIN FORM Z - 1999 Document Number 'WARRANTY DEED This Deed, made between Burned John Thiigen, a single Berson Recording Area 4P-14-2DD1 x:44 pM Grantor, and Alan C. Osbnrn and Joan IN. ~burtn, husband and wile ~~ Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): 28, ridge II in the Town of Hudson, St. Croix County, Wisconsin. 6. s3S593 1(ATHi_EEN H. 6JALSH fiEGISTER OF DEEDS ST. Ci2EEIX CO., idI RECEIVES FQR REC{!RD I~tRRBn' )?FEED EXEi1PT D CERT~ COPY FEE: COPY FEE: TRRN~ER FEE? 161.74 RECORDING FEE: 14.40 PAGES:. 1 Tirane and Return dress T~`e i~ 1(~ Gp S . ~62a1z9a-la-ooo Parcel Identii5cation Number (PIIV) This is aot homestead property. pl) (is not) Exceptions to warrattttes: Easements, restrictions and rights-of-way of record, if any. Dated this ~~ day of Febrosry , 2001 AUTHENTICATION Signatures} authenticated this,~day of DIANE M. BARRON TITLE: MEMBERS 'f (If not, authorized by § 706.06, Wis. Stars.) THIS INSTitUM$NT WAS DRAFTED 13Y Attorney I{riaties Ogland _ Hu ssrt, (Signatures may be authenticated or acknowledged. Both an: not necessary.) in arty cmpacity must be typed or 'WARRANTY DEED + Bernell Joho Tbil ACKNOWLI~DGMENT STATE OF WISCONSIN ) ss. '.r~• t f ~Q l~_ County Personally carne before me this b~ day of I?'ebrusry , 2001 the above named l3uredl Jaha ThilgeQ, a single person to me iarown to be the person(s) who executed the foregoing instrument and aclrnowledged the same. No ublic, State of Wisconsin My Commission is permanent.( not, state exp~ira~ti~on date: Tinted below their signature. kdamAtlon p,ofessbnads campaary, ro~a d~ uK, vVi S'!'ATE BAIL o~ w~consm 8000Q1 FORM lYa. 2 -1799 • ~Ci . ~~ Q~ a,' r0 . / i ~ tirO ~ ~~ -- ~ ~ i i i I S_UNRIDGE VOL, 5 OF PLATS ?AGE 7!_ LOCATION SKETCH - ~v~~ C'! T29N~ RI9W _ / /, / ~~;% / ~% ~ a/ / ~ ~~~ / ~~/ / ~ ~ I / lJ~ ~~/ I~ ~ 1 _SUNRIDGE VOL. 5 OF PLQTS PAGE 7!_