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HomeMy WebLinkAbout040-1220-30-000 ro p v> C O. dQ ~ O `a c O = N N E 2 N O -m (O B :3 2Z C N N CL LL - N c9 C C C . mLo U) Q (O 6 Oak > a)O~L O io 2 U) CD cEcL c O ° N E °o o(°'n•~ ` N m m C: W E coa~ c° ~O o a F„ N o Er aai~ o ~v cU ''mo 75 CN (n c) Lo O) _ N C z U"N a)~C0 O 7 N O C O C(~ m N LL o m ac~oN N o p N E x-o 'C3 m a) L c0 N Q wa 3~~ v° U) 3 U') z rn o E o z m N 00 N N w a co N F- Z N 0 o Z a mzN N C i N Q) N 4 O L U) 2 c U) > 2 o o O C (j~ y= O ►y~ S N O Q Q " N V Z' U Z Z Z o N C c 0 C i c0 a) V J a O 'w i 0.6 N UI N L m Cl) v "O O O G i' U '0 E V) (n (n H H H 2 3: 3: CL O O O •N m in a n. a a 3 C* M O N (n -j U o6 - rn } C) 0) `4 o o y a O N N N a) 0- N (p O N O O o O N c OO M "O o c E V N N t U) o a) C> y M O C O Y CL N_ N ~`~fl O oN O 0 c: E 't C a) O O co w F L 'O O O i m (1) o rr o N i p U) (6 E U • ' O N O N (n ~ CS ~J ✓ m d S #t a L 0- ) • M CL N, V a) a) C o m 3 m o E m C C N U L) a 0 4 0 -0 o H o° d (D N a o b 0 N I a ~ N ti I I ~ I I I ayi I a z° c LL c O 3 I I I E rn W U) O = O I Z~ I dd N z a m 0 o z a z c z U) F- v ~ M ~ N c I ~ z o a a ~ N z N Z Z 7 NO Z (0 d (D E a) V 3 N d li y m `N L o o 'O ` G G a U N U) U) 0 E U) M R Q. Z N O 0O CL CL CL V5 m Cc 3 o vii } U) J V rn rn N M p O V O M 0 N O r d t7 d co N m N N 61 Q Cn f0 U ~j O W C ` IV O O E IM 9 ti 0 4' d O M p CzO p N C a C N m p C c E m N p N O CS 0 78 ,„~i O N Fes- 2 ' r O Z N 'd U C~ ..fir v v~ d cc € a • 06 `m a _1 A E CL 0 vid ' ~~/ST~//~t-TroN - s~®% l1~yl 7~uc tio!> • / mil' / FORM - STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER DOA.) R0,Pi . L - TOWNSHIP Troy SECTION z/ T z,f N-R I e( W ADDRESS 36/ 2'UsUfi11e1V - ST. CROIX COUNTY, WISCONSIN J+yD ~oN . S S~`6l G SUBDIVISION /U LOT LOT SIZE PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM A T7ficzp-~ ~ 11 Cb F/V CC! V- cc/ CU ~l 5 ~ INDICATE NORTH ARROW A-J BENCHMARK: Elevation and description: S.le PLOT Pert Alternate benchmark 1 SEPTIC TANK:Manufacturer: wl,!!5-SeR Liquid Cap. SSG s ~ 3 So ~ ~orE Rings used: 2- Manhole cover elev: 'f3'2.5 Final grade elev: ' Tank inlet elev.: yO' <'S Tank outlet elev.: 20, No. of feet from nearest road:Froon_t_,-,-, Side, Rear From nearest prop. line:Front , Side's , Rear . W C// &v o r s9, No. of feet from: Well D,Pi//EO ye-r , Building: I (Include this information in the above plot plan) (2 reference dimensions to septic tank) SEE REVERSE SIDE Air- f.Yvvc72 .vo 4, PUMP CHAMBER Manufacturer: GU~ESf~ C~,G~ Liquid Capacity: ZOOO I Pump Model: Pump/Siphon Manufact.: ~l12,--e Pump Size I ffQ' Elevation of inlet: r . o 9~,ys Bottom of tank elevation 9 Pump on elev.:Z,'~ZPump off elev.:e6'09Gallons/cycle: 238 S; J. E/ECTPp Alarm: Man.: ioi ~oo~e Switch Type: Location 'N+ f og -Location-'N+0- ~Sa , Distance from nearest prop. line: Front-, Side, R . Ova Distance from: Well Yesz--r Building SOIL ABSORPTION SYSTEM Bed : / Tre7reft-. -Seep"e Pit: Width: 0 Length y Number of Lines: Area Built ' Q3 Exist. Grade Elev. Proposed Final Grade Elev. 2 S Fill depth to top of pipe: 57 F T. so• No. feet from nearest prop. line:Front , Side Sd, Reai_pb-r-• No. feet from well: NrF' > 2 p d No. feet from building well NOT YE T HOLDING TANK Manufacturer: Capacity: No. of rings used: Elevation of b ank: Elevation of inlet: No. feet from neares rop. line:Front , Side , Rear Ft. No. feet from: ell , building , nearest road Alarm ufacturer: INSPECTOR : TI T~U~-I~ J'a DATE : PLUMBER ON JOB : LICENSE NUMBER: 6/90 : c j '40r ,ESITE SEPTIC PLUMBING CO. c5L r'~'E!!_ RD., HUDSON, WIS. 54016 R09ERT ULBRIGHT JV'S. M' 'IMBER LIC. NO, 3307 M.P.R.S. DESIGNER LIC. NO. 00663 v~ y` O AL \ 4l O 0 a h r~ co a8 4i C.U ~zS2z v 0-'m ~cc o CL gy m ul - Ul v wOJC~i; J W 2 z C/) li 1 SG o" 2 cy0, lcyal~p _90a1 \ N ~ Q Q J -1 ul i ~n I ~ i i Q ( ~ 0~ Q 1~ ~ N- ~ ku OL V\ (YI It iA ,r h v1 O Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM count Labor and HL-man Relations INSPECTION REPORT St:. Croix Saf:ay and Buildings Division Lot 2 (ATTACH TO PERMIT) Sanitary Permit No-: GENERAL INFORMATION NE" SE 1 , Sec. 21 , T28-R1 9, Chinook Rd. 1 491 65 Permit Holder's Name: ❑ City ❑ Village ® Town of: State Plan ID No.: Don U Joyce Rodahl Troy S91-00634 CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: 322 33 81-70-TDOB 040-10 i~ ' - is-->~S a _ w- TANK INFORMATION ELEVATION DATA lolozl9l TYPE MANUFACTURER CAPACITY STATION BS HI F LEV_ Benchmark l Septic 9' /cp ~ ( , G 9 ? 97, Dosing ,i- Aeration Bldg. Sewer Holding St / I Wlnlef 2,24! TANK SETBACK INFORMATION St/ Outlet ~z 7,63 TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake 2 ~O s / Septic NA Dt Bottom 9/G p % $ , U9 Dosing NA ,W&a4eF/ Man. Aeration NA Dist. Pipe o -6 3. 0-T. Ho Ing Bot. System 113.69 `f PUMP / INFORMATION Final Grade 1,4 Manufacturer Demand o'r kid d-f _ , /o <{,Qz Model Number ~ ~a ~ GPM ?~Zl~ p/. if Friction SVSteTDH Ft 5ry/~„ ° e s 85/1 TDH Lift 1A Loss 16.50 Forcemain Length Dia. Dist. To well d SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches IMENSHONS T f Pits Inside Dia. Liquid Depth DIMENSIONS /6 SE LEACHING anu acturer: TBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM INFORMATION Type O e CHAMBER Mo a Nu r: System: M6LIrci /Ub ^ o?SU OR UNIT C.licS DISTRIBUTION SYSTEM Y(OV Id~T / Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of d xx Seeded /Served- xx Mulched 11 1 Bed / Trench Center Bed /Trench Edges Topsoil p l ❑ No E] No COMMENTS: (Include code discrepancies, persons present, etc.) ~v 6 J t~ /6 sm a,_ LQ G a r"' ~✓Yl oL .r lfl. CX' ' ' "1° ^ ~/Y~ `cv v~ Plan revision required? Yes [:1 No Use other side for additional information. 91]6] SBD-6710S11 05/91) Dat Ins dor'sSignature Cert. NO. D~LHR SANITARY PERMIT APPLICATION 7. 0iL In accord with ILHR 83,05, Wis. Adm. Code COU X mommmmma STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than ❑ Iq q ) 40 S 8% x 11 inches in size. Chec if revision to previous application -See reverse side for instructions for completing this application. ST E PLAN I.D. NUMBER, / 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. S~/ Odle $ T PROPERTY OWNER PROPERTY LOCATION , n Q '90'V - J 0 AoP4#-L t %5*,E'/4, S 21 T` 1 N, R / E (or )60 PROPERTY OWNER'S MAILING ADDRESS A LOT # ~ S or ~ 42 ~ n~ CITY, STATE (V ZIP ODE,/~vjf [PHONE NUMBER SUBD VISIO NAME OR C M NUMBER Z LJ 0 CITY II. TYPE OF BUILDING: (Check one) ❑ State Owned VILLAGE : -"2 o l NEAR T ROAD f0~ ❑ Public IN ICJ1 or 2 Fam. Dwelling-~# of bedrooms 5 AR EL TAX NUMBER(S) ~ v / III. BUILDING USE: (If building type is public, check all that apply) 04 r /0 Q` y -`10 10 0 -3 13 4, 1 ❑ 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. XNew 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 D 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 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE O REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION -75" 1 & 2~7 &33 IF ~ 102-.0 Feet /0 3. S Feet VII. TANK CAPACITY Site INFORMATION in allons Total # of Manufacturer's Prefab. Fiber- Exper. Con- New istin Gallons Tanks Name Concrete strr cted Steel glass Plastic App Tanks Tanks Septic Tank or Holdin Tank / Lift Pump Tank/Si hon Chamber CO.v 1L--PH Ej . 1:1 . 1:1 1 EJ 1 1-1 Vlll. 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) MP/MPRSW No.: Business Phone Number: x,30 7 7215- ~ ' Me-A-) T Zll~lr~40- - Plumber's Address (Street, City, State, Zip Code): 1 6 gS 4'N&lL 1,,4vp 1-rJ lS, IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing Agent Signature ( o Stamps) Surcharge Fee) Approved I ❑ Owner Given Initial i1 U S 00 of 1 Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety s Buildings Division, Owner, Plumber 4 APPLICATION FOR SANITARY PERMIT STC-100 This application form Is to be conplatad In full and signed by the owner(s) of the property being developed. Any Inadequacies w111 only result In delays of the pzrm)t lssuanco. -Should this development be Intended for resale by owner/eontractor,(spse house)p then a second form should be totalned and completed when the property is sold and submitted to this office with the appropriate deed recording. Ownor of property TOyC'e' /eDf>r4 L Location of pcoperty~t 1/4 `sue 1/4, section T2:'_ ) R L V Township Mailing address G/U 3 ! ~A~y //1fl #V'Pf 0"..j ~ is S y~ Address of alto subdivision name Stp,pe,j Lot number ~ Previous owner of property _j1 M tw C 00k, U f ' Total size of parcel yd efetz S Date parcel was created _ I t q I Are 411 cornets and lot lines Identifiable? - k _Yso 0 is this property being developed for tangle (spec house)?_ as o Volvmw wand Page Number LhL an recorded with the Reglstet of Deeds. -..r..--------------------------------------- INCLUDE WITH THIS APPLICATION Tilt FOLLOWINGi A VAARANTT DRID which Includes a DOCUMENT NUMBER, VOLUME AND PADS RUMARR, and the ORAL Or Tilt RBOISTER OF DEEDS. In addition, a certified survey, it available, would be helpful so an to avoid delays of the reviewing process. If the dead description references to 4 Cettlfiad Survey Map, the Cattlfled Survey Map shill also be required. --------------------7--------------------- PROPERTY OWNER CERTIFICATION I(Ve) certlty that all statements on this form are true to the best of my (out) knovledgel that t two) am (are) the owner(s) of the property deactlbed In this Intotmatlon form, by virtue of a warranty deed recorded In the Office of the County Register of Deeds as Document No. e and that t (we) presently own the proposed alto for tho sewage d spoaa system (or I Iwo) have obtained an easement, to tun with the above described property, tot the construction of said Hyatem, and the same has been duly recorded In the office of the coynty eglater of Deeds, as Document No. slg tur of o er ¢ Signature o 0-0 (it Appllcaplel Date of signature • Da of Signature ` SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Office of Division Codes and Application 201 East Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 BOB ULBRICHT Owner: DON & JOYCE RODAHL 655 O'NEIL ROAD 361 TOWNS VALLEY ROAD HUDSON WI 54016 HUDSON WI 54016 RE: Plan Number: S91-00634 R Date Approved: February 17, 1992 Gallons Per Day: 750 Date Received: February 13, 1992 Project Name: RODAHL, DON & JOYCE Location: NE,SE,21,28,19W Town of TROY County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - NEW MOUND - REVISED MOUND i SBO 6423 iR. (111911 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations BOB ULBRICHT Page 2 NOTE: The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. Inquiries concerning this approval may be made by calling (608) 266-3937. Si cerely, AMES QUINLAN Section of Private Sewage Division of Safety and Buildings PPPO12/0009n/ 1 cc: DON & JOYCE RODAHL -Private Sewage Consultant County _UW-SSWMP -Plumbing Consultant Owner Plumber Environmental Health I seo a~asa. oireu N ~ O -t • zt, o n 7b 00 -4 Ib y kA i ~a \ O / CJ To Z..TG L G N TPOE `O N o ie,u T.fToo0 ' o f E Y ST'O( ~ 0 1 ~t1 Q G a C S lot, ~ ooRC, m n o 70 4 o ,s. mvm a wl' LA r~' m33ccC) ITl cn r- r- 0 ~oU * W \ r Z \ o v ° o to boo O O FiR e O r+ c Iz> Alk T try 4,~ I9Q forz~ Q ~ ~f ~ 1111' ~ • ~n O C \ rol C N PUMP CHAMBER CROSS SECTION AMD SPECIFICATIONS )9,41E of 5 VENT CAP 4"C.I. VENT • PIPE WEATHER PROOF APPROVED LOCKING JUMCTION BOX MANHOLE COVER 25' FROM ODOR, w/ t,,,ti',(,ol,o(,- A tUf WIIJDOW OR FRESH 12"MIU. I AIR IAITAKE ~&V^T/ON GRADE I 'i" MIN. l~ ~ 18" MI1J. COUDUIT plip A cT vA ~ ~~IEU14ri on. qo, PROVIDE } INLET z.z41RkGlF7~SElI"~ f I APR NTS APPROVED JOINT A INti~a~ ✓i~ii1✓~rs W/C.T. PIPE V ,t- I III W/C.S. PIPE ~ I II ALARM EXTENDING 3 EKTENDIAIG 3' to f I I ONTO SOLID SOIL OLITO SOLID SOIL B g 7, ° 1~ L; ° PRRATI ffi al , ' DEPART ! I' ' +I 1 I ow hic ui iLl+„r i g G ~ p 0 .yt_QD ~ ELEV. FT. D S E C0RREv. PCk~JtJEi ~E OFF ~~ppl BLOCK ,fApk lEVlrf ~D~ 1 . RISER EXIT PERMITTED OIJLLJ IF TAQ.I MAUUFACTURER HAS SUCH APPROVAL SEPTIC E SPECIFICATIOM-S DOSE Gv/~s~n CD,v(yT- IJU TAIJKS MANUFACTURER: MBER OF DOSES: PER DA-'J TANK SIZE: GALLOMS DOSE VOLUME Iq 2-32- S. U" 1= LEc-T-R d INCLUDING BACKFLOW: GALLONS yy MODEL NUMBER: CAPACITIES: A= 2' -IAICHESOR `sod GALLONS SWITCH TYPE: Co! Y Fla f 7-- B= 2 INCHES OR GALLONS GALLO►JS PUMP MANUFACTURER: 2d V/1-0-0 C = /v INCHES OR 23P MODEL NUMBER:- /&-3 D= INCHES OR 116 GALLONS SWITCH TYPE: MC-pcvoe y pi yfy/3 *ce {/A'f rNOTE: PUMP AUD ALARM ARE TO BE MINIMUM DISCHARGE RATE 36 GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. /(0,(, FEET -rAok :~PECST~ -F- MINIMUM NETWORK SUPPI.y PRESSURE . . . . . . . . . . . 2.5 FEET EAC(A- , Orr J} P ' Z7d FEET OF FORCE MAIN X 7- S F/ ~p.. $ ~4UrIS Too F,FRICTIOU FACTOR.. FEET d TOTAL DYNAMIC HEAD = FEET J 1UTERNAL DIMLWSIONS OF TA1JK: LEIJGTH IG~~ ;WIDTH ;LIQUID DEPTH / Z Sgp16 F'ON:ESITE SEPTIC SON obiNGLUl' t 1. 13 ~5Q2 f•5' n,~ EIL I ROPERT ULBRIGHT 3307 M.P•R.S. lIS. N `I p1 U103ER LIC. NO• 140.00663 BUREAU OF BUILDING .M1 pt SIGNER LIC• WATER SYSTEMS , , , ( SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Office of Division Codes and Application 201 East Washington Avenue P.O. Box 1969 Madison, Wisconsin 53707 BOB ULBRICHi Owner: DON & JOYCE RODAHL 655 O'NEIL ROAD 361 TOWNS VALLEY ROAD HUDSON WI 54016 HUDSON WI 54016 RE: Plan Number: S91-00634 R Date Approved: February 17, 1992 Gallons Per Day: 750 Date Received; 4bruary 13, 1992 Pro3ect Name: RODAHL, DON & JOYCE Location: NE,SE,21,28,19W Town of TROY County: ST-CROIX The plumbing plans and specifications for this projeet have been reviewed for compliance with applicable code requirements. This approval is based on Chapter .145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped `conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. the installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. this approval i.s for the following components only: - NEW MOUND - REVISED MOUND SBD 61291 B. uUBU f ~ £ ! SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations BOB ULBRICHT Page 2 NOTE: The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. Inquiries concerning this approval may be made by calling (608) 266-3937. Sincerely, 'JAMES QUINLAN Section of Private Sewage Division of Safety and Buildings PPPO12/0009n/ 1 cc: DON & JOYCE RODAHL Private Sewage Consultant -County UW-SSWMP Plumbing Consultant `Owner -Plumber ----Environmental Health SRD 6423 i R. 01/911 I.L.H".R. 83.08(2) PROJECT INDEX SHEET - - Owner: ~o,~ SoyCtr 2oDr4 FI L ~Q •,(r.t~ . S~DpIE RrD6t Plfv'JE 71S- 3P6-.3y87 'D~~'ELo pML~•~T o c. . Address: 36e ! Tow v s v,F/1f y ,P19_ . H+ U DSO a 4u l 's . s y o 1 Site Location: Pier of 40 '*etes. N6~ Sc yf SEC. 2-l, T z8►~, iQ w ( s%r&7 ;tr Z ` -rorva of TROy. sr.CRprx covar Y. Project Description: M0 u.vZ6 Sy5T'EM I >vew coas-rPUCTIoAJ DvpIex 0 M S B,_ PR 0,00)15 TO T-,~ L . A OE R rr 6e A)''41 Ly lV.4 ST-E 'f'/o W 7 S O . .So(LS i4je- Pit-"III? All-AaLt ~ OUT ?lND£`Y?G~+tiN Gui`t~ +r 3Z sl6~e , s /-C S S ~ti 62o < F1+7- tF J&&E4 I Page 1. PLOT PLAN VIEWS Page 2. MOUND CROSS SECTION & SYSTEM PLAN VIEWS Page 3. PIPE LATERAL LAYOUT Page 4. DOSING CHAMBER CROSS SECTION Page 5. PUMP PERFROMANCE SPECS~ 00634 HOMESITE SEPTIC PLUMBING CO. { PLUMBER: 655 O'NEIL RD., HUDSON, WIS. 54016 ROBERT ULBRIGHT WIS. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. APR 2 5 1991 MINN. INSTALLER & DESIGNER LIC. N0.00663 ezUMI .L3 OF BLIiLDING c- &t SYSTEMS DATE: ^~-Q Z n 1 ~1 1 SITE EVALUATER/ DESIGMER SIGNATURE HONIESITE SEPTIC PLUMBING CO. 655 O'NEIL RD., HUDSON, WIS. 54016 ROBERT ULBRIGHT C'ST' ~"ypZ 41S. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. MINN. INSTALLER & DESIGNER LIC. NO. 006M T 0 Q 1 O 1 N 3 Ilf ~ - o ~ O ~ kG G ~ 70 7V p m .o t1~ r Q ~ o G F IZ m ~n ftJ4 (.0_ o x 70 w a m ~'nrrl m C` y x L ; Cl) c ,~a ~ K O nl y C o Z m cc on IT) c O ' C\ --1 7p H n 33 m T~ CA 1 i n n 710 C/i ITI 7v f~ 11 y It Q H I-+ o N W y 1 o Q _.i ~ a ~ ~ ©p ° . ~ c o f T "Tt -h fi T o V l ~Q V s~ p Z AZ rn n M m ^ P A n Y x Page Z Of _ Synthetic Covering ToP °F ' Distribution Pipe ~oZ Medium Sand Sy s,FH N a EIEV,~noN Topsoil F /o Z, D 3 ~ o to z % Slope Bed Of iM (Force Main Plowed Aggregate Layer D Ft. E 2-Z Ft. Cross Section Of A Mound System Using E 7S Ft. b ~ed For The Absorption Area G Ft. f, A /O Ft. H 1.5 Ft. -f. g 6F3 Ft. 1IU~S K ?9 Ft. Ft. SEE (-,0R RF,-SP0N7,'- GE T 13 Ft. Force Main w 3~ - Ft. L- Observation Pipe J _ K ir w ~ - ° A M Distribution Bed Of i Pipe Aggregate I Observation Pipe Permanent Markers y ~ Pv~ c~t~pEv s~E~~ Roos . Plan View Of Mound Using A Bed For The Absorption Area RECEIVE MAY , 199, OFFICE OF DIVISION DFS Atip FPS 1rATf X Page 3 Of 3 Vo/l9 r/O/VME fatf ,~~.O Fr of BUG FoRCe- ONSR7E A%( ,,GE SYSTEM YlAcE 14 S I- X0 16- W air;' .:•.r S Perforated Pipe Detail u~ RiGti T roe v,4w.Air ` V11C U.4 i ow Ili IATIONS QPAri End View )Perforated End Cap j Jat`abo~ a PVC Pipe SEE CORRESPONDENCE Des Holes Located On Bottom, Are Equally Spaced R X P - +'1 PVC Force Main _ .7 PVC Manifold Pipe Alternate Position Of Distribution Force Main Pipe h ECEI Ile ED Last Hole Should Be Next To End Cap s~ End Cap Distribution Pipe Layout P 30 Ft. 2 5 IG~ R (0 '~E1FSEf~(! OF 13iJtLD1,~?G 1.~.4~'FR St'St'~rF;S X YP Inches Y y6 Inches Signed: Hole Diameter ~y Inch Lateral Inch(es) License Number: Manifold Z Inches Date: Force Main " 2 Inches # of: holes/pipe 8 Invert Elevation of Laterals /02--5 Ft. • l7~ST/?%I3UrIOA) AW&U/ArE~ / / • 36 'p ,!Pi- OTi S Z7 6 3 4 Off= of ~ ~p-r)! ,~►a;~ • ~iST/~i~3UT/p,~ L7~SG6i.ARGE" ~~qT ~-o~' 37~ ~~1 /^'"~n. ?o T~ ~ ~•C~IvD~PI~ 7 ~~uT>ERpac~rT ,o ~~~r rr'o.v /osS GO,e 300 /41K . w rTk " P Uc ~ -~o Rcr M'4;X3 (pit, loo L.ti Q) ,•S 2-50 1 PUMP CHAMBER CROSS SECTION AMD SPECIFICATIONS VEMT CAP 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING JUUCTIOIJ BOX MAMHOLE COVER 25' FROM DOOR, 4 T &I/ 4j,4,t,Ulp61IA13E~ WINDOW OR FRESH 12"MIU. AIR INTAKE r ;ippc- '~-/9 j,,Jj/On/ 93~ GRADE - -T i 4,MIIJ• U I I e" MI IJ. COIJDUIT-- 3, 3,0 11 f lc V' tel: 'fit Y m PROVIDE' I / ~ INLET AIRTIGHT SEAL I ' I v • ~ V ~1' .e 1 ~ I IAPPROVED JOIUTS APPROVED JOINT A INS/~ ~r K ( I ~ I W ~i PIPE 1J/C.I. PIPE 1 ~a i:r,i Redd, ( I ALARM RE 1 .j 3' ImG EXTENDING 3' D0 v~ (I yL)wii u, ow" i 11 t ONTO SOLID SOIL OIJTO SOLID SOIL B (`yam F. ENCE ELEV. g'• y5FT. PUMP OFF D ~1~~,1s~ I r y p G . So 'I AN O~Dp1~ I BLOCK ~lEVA f g~py" RISER EXIT PERMITTED OIJLy IF TAIJK MANUFACTURER HAS SUCH APPROVAL SEPTIC E SPECIFICATIOKJS_ OTAWKS MANUFACTURER: W & IJUMBER OF DOSES: PER DAy TANK SIZE: /000 GALLOIJS DOSE VOLUME 41 2-31 G~//LcG /fLr}~Q/~'I INCLUDIW6 BACKFLOW: GALLOWS ALARM MANUFACTURER: So MODEL WINABER: ~CAPACITIES: A= 21 INCHES OR ~OD GALLONS SWITCH TYPE: 'XfE'e CUR- yB= Z INCHES OR y~ GALLOWS ZC~E//~R C = /0 / INCHES OR 2-38 GALLOWS PUMP MANUFACTURER: p MODEL NUMBER: 1Z t+P D= / INCHES OR GALLOWS 5WITCH T9PE: Villy'DAck MEQcoAY r-1041-S Cy~ MOTE: PUMP AMD ALARM ARE TO BE INSTALLED ON SEPARATE CIRCUITS MINIMUM DISCHARGE RATE 38 GPM -~"A~~i SP.ECS VERTICAL DIFFERENCE BETWEEN PUMP OFF AWD DISTRIBUTIOW PIPE.,S~ FEET KL .J7 MIAIIMUM METWORK SUPPLY PRESSURE . . , . . . . . 2 5 FEET E~IGG1 off' ✓ P 2.5 T. + 3Zt~ FEET OF FORCE MAIN X F Y100 FtFRICT1oW FACTOR.. ' 0 FEET tv-~Ur 7-3. 8 ~ S - ? Is. TOTAL 0y3MAMIC. HEAD = FEET INTERMAL DIMEWSIOWS OF TAUK: LEA.IGTH ;WIDTH -;LIQUID DEPTH SIGUED: LICEOSE HUMBER: DATE: 6® OR 2 5 10.91 BURL-At! OF BUILDING WATER SYSTEMS 115 HEADI U. 34 110 - _ CAPACIT Y 32 105 ' CURVIEW 30 100 - ' 95 28 90 I 26 85 i ~ EFFLUENT 24 80 MODEL and 4c 75 MODEL 169 DEWATERING = 22 70 165 v 20 z BS" 2 /8 --so-- 55- _j _ 16 50 F MO EL 0 163 MODEL 14 1 45 188 I 12 40_ 35 10 MODEL 30 -137.139 -MODEL SEWAGE and 6 25 DEWATERING 6 20- MODEL 15 MODEL 161 4 97 10 MODEL Lu fi 2 5 53, 55, i 0 57, 50 80 GALLONS 10 20 30 40 50 60 70 80 90 100 110 24 - 75 LITERS 0 80 160 240 320 400 22 FLOW PER MINUTE 70 20 65 - p 18 60- MODEL- - - -I Q 295 W 55 2 18 V 50 Q 14 45 MODEL 294 t- ' 10 p. 12 w- - Q 35 MODEL J ED ~O 10 293 MODEL 1 _ 30 - - 4PR 2 5 1991 284 8 25 MODEL - - - 2URCAU OF LDIN 6 20" 282 - - - 1~.~ SY~Jg G 15 10 MODEL - T - - - 11fllfi'P' O. _1Z - 2 5 267, 268 ° 3280 Old Millets Lane GALLONS 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 180 190 P0. Box 16347 Louisville, Kentucky 40216 ` LITERS 0 80 160 240 320 400 480 560 640 720 (502) 778-2731 mow' FLOW PER MINUTE "161-"163`-"165*" "185 "188x_ "189r Series (%2 HP) (%2 HP) (1 HP) (1 HP) (1 %2 HP) (2 HP) • Automatic or Non-Automatic. - SERIES 161 IH IN /N in IN • 1/2H.P.,115V, 230V, 200-208V,1 Ph. or 3 Ph., 460V, IT ,4 m1 Lill Gal Lila Gat Lila dal u,a dal Lila Gill Lila Fn_. 3 Ph. b 152 101, 401 61 231 61 231 N 322 / 10 305 1 00 3761 231 61 231 65 322 1 H.P., 1 /2 H.P., 2 H.P., 230V, 200-208V, 1 Ph. or 3 9, )•a W 277 60 221 N 322 Ph., 460V, 3 Ph. JU 610 310 59 2H W 221 N 1:2 762 1. 74 JN 5/ 216 59 ::3 N SC 1225 • Passes 3/4" solids (sphere). 914 65 Jab 55' 706 be 210 W 3W 85 322 40 17 19 4fi 114 46 172 55 201, 75 283 69 337 N Jill • 11/z" NPT discharge standard. 50 1524 21 Bo 33 125 $1 w1 N 219 7] z16 ii •z92 W 1a 29 15 57 43 161 36 136 51 216 61 253 • Float operated, submersible (NEMA 6) mech- 10 213. 30 114 10 36 31 IQ $1 216 W 24 36 p 53 13 .9 O 176 anical switch. 90 2743 36 136 • Automatic reset thermal overload protection, 1 IW 3048 2, N Ph. only.' Lo,L V4ba M 66 07 73 55 no • Durable cast iron construction. CanadianSlandNda listed SA Amoc. Approval No • 2" or 3" flange available. available n-A omatic O ut Model Pictured • 20 ft. UL listed neoprene cord and plug. NOTE: No UL listing for 200-20SWI Ph. pumps. Mercury float switches are available for non-automatic models. ~ 0-s ~L IN DL~ARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDU§USTRYY, , DIVISION ALABOR AND PERCOLATION TESTS (115) P.O. BOX 7969 HUMAN RELATIONS MADISON, WI 53707 (ILHR 83.0911) & Chapter 145) pn~T ojool~ •¢O i}GLS LOCATION: S ION: OWNSHIP/MVMtCMALTT4: OT N0. NQ: SUBDIVISI NAM : ,v, C'/sE' /T)SN/R►9 Elo W -rXP/ - ctf7- D..te 06-- 000NTY: MAILING ADDRESS: tiT a o i 1 ~o a ~oo/i ftG 3 4 i To~v-~ s v41147 y AW • IIW J'0 . /vis -5-M'14 USE 3 8 7 DATES OBSERVATIONS MADE NQ BE : COMM AL D S RI TION R115ROFILEIDESCRIPTIONS: IFERCOLATION TESTS:~ 1 1? 1 : esidence 7 WNew ❑Replace 20vr Z 1(r I? 2 I G RATING: S- Site suitable for system U- Site unsuitable for system Zf,2O reasT ONVENTIONAL: MOUND: IN-GROUND PRESSURE: rS-- T EM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM:loptional) DS DU CAS oU DS EU IS E OS ©U Mouocl ox) Iy If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)lb), indicate: G!~/} S S _1r7 Floodplain, indicate Floodplain elevation: s PROFILE DESCRIPTIONS VA C2- v.- N Ct jjq// BORING TOTAL P H TO GR UNDWATER-INCHES CHARACTER SOIL WITH THICKNESS, COLOR, TEXTURE. AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED EST. H TO BEDROCK IF OBSERVED SEE ABBRV. ON BACK.) B- ~j'y 9 p~ r yZ Y n 'N . C"AftS Zy s// /L " 4 y?_;1AJ - S Y. o.PV-4 l y Si% IG " 13,,, . l31-041e ) ST,Z+ov (r Si~ ~it'1GTvit?tLD / S 6 .✓-2 B- B- yZ /pp. /7"y` 3~ - /ae_e S./ /og B- B- 3 99 F5 ~o > (Po /3; i¢~ 6j 51 B- L I PERCOLATION TESTS TEST DEPTH . WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTE f NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PER INCH P_ ZO 116 30 14 Ise 14 3 3 P.2- ZO 990- 30 ds is Z P- 30 l 4 I y -Z/ 6 P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SYSTEM ELEVATION. a = A0.2- o A /A46 r { - I , i I ~ i 1 I 7!r ~ , ( T 1 lam. i. 1, th- undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures a d iT~tlods'*cified in t nsin Adir,asistrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belie(. _ l l Nrht: tl: TESTS WERE COMPLETED ON: HOMESITE SEPTIC PLUMBING CO. - 2- 1 Q p Q ADDFIt- N'om` 16 CERTIFICATION NUMBER: PHONE NUMBER ~loptional): ROBERT ULBRIGHT y -F 3 t7 ~ S 7 M.P.R.S. _ Z- tINN, INSTALLER & DESIGNER LIC. NO. 00663 CST SIGNATu W'tt DISTRIBUTION: Original and one copy to Local Authority, Property Owner and'Soil Tester. L nu uo con c•anc ~o •n,on__ w .L Cj, C) ~D h G aim zm H a ~o m cn h m D c+m ash t\ m cM :1) - O G7 ~ r mZG~? \ ~z N 'Ilk o24 y o b O N ~ N 1 C m O P u1 A ~ m ao nl d cn C 7 c R> r Z C T' o ~ y y 0 O N c ~ Q S/o~ w O S~~ ~r ST. CROIX COUNTY Fs WISCONSIN ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 April 18, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Don Rodahl property, located at the NE 1/4 of the SE 1/4 of Section 21, T28N-R19W, Town of Troy, St. Croix County, revealed suitable soils to 24 inches. This site should be suitable for a mound. Should you have any questions, please feel free to contact this office. i Sincerely, James K. Th son Assistant Zoning Administrator cj w Y SAFETY & BUILDINGS DIVISION Tommy G. Thompson _ Governor Gerald Whitburn Secretary State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Office of Division Codes and Application 201 East Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 BOB ULBRIC T Owner: DON & JOYCE RODAHL 655 O'NEIL ROAD 361 TOWNS VALLEY ROAD HUDSON WI 54016 HUDSON WI 54016 RE: Plan Number: S91-00634 Date Approved: May 6, 1991 Gallons Per Day: 750 Date Received: May 6, 1991 Project Name: RODAHL, DON & JOYCE Location: NE,SE,21,28,19W Town of TROY County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - NEW MOUND Inquiries concerning this approval may be made by calling (608) 266-3937. SKD-w23 a. o7 eo SAFETY & BUILDINGS DIVISION Tommy G. Thompson Governor Gerald Whithurn Secretary State of Wisconsin Department of Industry, Labor and Human Relations BOB ULBRICHT Page 2 Si erely, 4L~4 JAMES QUINLAN Section of Private Sewage Division of Safety and Buildings PPP012/0009n/ 6 cc: DON & JOYCE RODAHL -Private Sewage Consultant -County _UW-SSWMP -Plumbing Consultant Owner Plumber Environmental Health I, SBD-6123 i H. 07/80) t one- 817Pa:r l~f DOCUMENT NO. WARRANTY DEED Y-16 ,.Ace R.„evp rrs doa!M e STATE BAR OF WISCONSIN FORM 2-1M r~ 439597 F r James T. Woodruff and Margaret S. Woodruff, Sr. cool l01.,!wi husband and wife Reed for RA01 AL 201 , come anti a.+rranta to Donald O. ROdahl and Joyce J. co 530 Roc~ahl, husband and wife as_survivorship mar ital...property.. (9 ( ? fisOdes of Dear F1 -I L'1 Y TO the following described real estate in St. Croix State of Wisconsin: Tax Parcel No t A parcel of land located in part of the SE 1/4 of the NE 1/4 of Section 21 and in part of the SW 1/4 of the NW 1/4 of Section 22, all in T28N, R19W, Town of Troy, St. Croix County, Wisconsin; further described as follows: Commencing at the E 1/4 corner of said Section 21 also being the point of beginning of this description; thence S89°20'05"W, along the south line of said SE 1/4 of the NE 1/4, 1309.78 feet; thence N00.11148'E, along the west line of said SE 1/4 of the NE 1/4, 567.20 feet; thence N88°12'57-E, 467.88 feet; thence N30o37'43"E, 595.65 feet; theaee N89-34'43"E, 309.32 feet; thence NOOe22'04"W, 197.55 feet to the south right-of-way of a Town Road; thence N89°37'56"E, along said right-ofwayo! 4J 66.00 feet; thence SOOe22'04"E, 190.27 feet; thence S12e57121•E, 171.99 feet; thence S89e33144"E, 672.02 feet; thence S24e42132-E, `r 356.63 feet; thence S01e33'50"W, 388.82 feet; thence S04°17100"M, 202.56 feet to the east-west quarter line of said Section 22;. thence S89e511191W, along said east-west quarter line, 6/4.j3 :Jet to the point of beginning. Above described parcel is subject to all easements of record. ' not This . homestead ptopert,.. d )ate (is not) Exception to warranties: s; a easements, restrictions and rights of way of record, if any., v Dated this day o' July 19 8~. ,1 V { I SEat.I _ c e (SEAL) .James T. Woodruff 1~£.ALr ✓%~lttQ C t lYrr,C~~c tSEAL1 •Marg'aret S. Woodruff 4 AUTHENTICATION ACHNOW LEDGMZNT i S iy(~) STATE OF WLI CONSIN I - - county. i authenticated this ....--..day of - 19. Yers,nally came before me this.. ...day of x July 19. $ 8 the abort saawd - James T. Woodruff E: e Margaret S. Woodruff- TITLE: MEMBER STATE BAR OF WIsrONSIN (If not.. authorised by $ 706.06, Wis. State.) t„ we t„ he the 14•r.on S who executed the f ;p:- trunwnLand acknowletigp the same. TH!S INSTRUMENT WAS DRAFTED BY `I / _ Jopeph,. D. ..Boles.,... at Law «c E,~ x 219 North Main Street, P.O. Box 138 l >11 i k~ 1 ,~`►~l Rives.. Falls.,.. WI...54-022...... ~I. ' n^r:+n• tlt. t It' Ft, (Signatures may be authenticated or acknowlcd~e(1 11"t, are not necessary.) d,rh• oNalro or aernam swains in any e.0,c~tY hou:d b. A ° WAUXAM" De a STATV BAR OF WV~COKSIV It w.a t v .r T r ~x` ~r. !ai oil S T C - 105 . s=,•~ c!. ' SEPTIC TANK MAINTENANCE AGREEMENT ~~~~►+-'t St. Croix County 30.v 1o ytE L OWNER/BUYER l> ?1X~iwSl/ / Hire Number <r>':: ROUTE/BOX NUMBER `3 CITY/STATE f7~c/D,to.v ~~s .S YO/ do ZIP Alf- rle- .2- t PROPERTY LOCATION: Section T Q N A W T. A Town of St. Croix 004nty• jj Subdivision Lot number Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance cop- ".,5. sists of pumping out the septic tank every three years or soaner• if needed, by a licensed septic tank um er. What you put into the system can affect the function of the septic tank as a great- meat stage in the waste disposal system. St. Croix.County residents may be eligible to receive a gr4nt for a maximum of 60% of the cost of replacement of a failing systsmo 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 systems properly maintained. The property owner agrees to submit to St. Croix County Zoning e certification form, signed by the owner and by a master plumber. journeyman plumber, restricted plumber or a licensed pumper veri- fying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping If use- essary), the septic'tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. off I/WE, the undersigned, have read the above requirements and•'agree to maintain the private sewage disposal system in accordance with M the standards set forth, herein, as set by the Wisconsin Depart- 19 went of Natural Resources. Certification form must be completed and returned to the St. Croix County Zoning Off:Lpe within 34 dsys. , of the three year expiration date. SIGNED L-Ae DATE 3 - ; Vll St. Croix County Zoning Office P.O. Box 98. Hammond, WI 54015 715-796-2239 or 715-425-8363 Sign, date and return to above address. i 14 p!n FILED o This instrument drafted by Fran Bleskacek Proj. No. 87-53-191 S E P 0 3 1991 JAMES O'CONNElI 473:156 Rvisier of Deeds S! Croix Co., Will CERTIFIED SURVEY MAP Located in part of the SWh of the NWT of Section 22 and in part of the SE4 of the NEh of Section 21, all in T28N, R19W, Town of - lj_% Troy, St. Croix County, Wisconsin. LEGEND OWNER County Section Monument -Aluminum Cap Found Donald Rodahl ~ 361 Townsvalley Road v • 1" Iron Pipe Found Hudson, WI 54016 0 1" x 24" Iron Pipe Set, weighing 1.68 lbs. per linear foot. U N -ATM--- Existing Fenceline d ~~e~yl~pgc, c. o 4- L Unplatted Lands L W II ~Ma awl a:i(~~r b~ r 1- 4- W • s O1 CHINNOCK S89 37 56 W LANE C. ` 66.00' WN' i~Ot::14 W 407 Y N .t O1 L c N N HUDSON, z' N - O N N n Ot 0 Wis. •.'•i 0 01 O .•r p JMlittteP°O 46 Ato Unplatted Lands x.91 ag , t NO J Ln N ° = APR 0 2 1991 °1 = N89033' 4411W 672.02' ST. CRojx COUNTY a PARKS PL/1NNPK; o° W o N ya~o AND ZOWJG COM WW-E o ~a , p ~ ~ Q o d tC rV., ~ N N I to W o. G ~~Ct 1 • Q rFt • is 1000'0011W l+I - - , 70.31' -'Y l + 1 00 o1 LOT 1 00 4u I A+ 1 O a 737,785 Sq. Ft C I - 16.94 Acres O ~ ` N6800010011E Structures Ot M M 70.37 s M W M O N t0 O O East-west 1/4 line y c a N of Section 21 c 5162.341 x 4675.511 A 34.08' N8905111911E 672.531 - N8902010511E N8902010511E East-west 1/4 line of Section 22 N89°511191'E W} Corner.of W} Corner of Section 22 E} Corner of Section 21 Q Corner of Section 21 Section 22 VOLUME 8 PAGE 2398 Unplatted Lands SCALE IN FEET 0 100 200 400 Sheet 1 of 2 Sheets This instrument drafted by Fran Bleskacek Proj. No. 87-53=191 I ( LUI b t%U.UU (b. 141 1'Lb-ZU' 4t$' 14Z. !tf N Vd'Zt3' UU-W LOT 5 80. co 31. 74' 22°44' 06" 31. 54' N 72° 04' 27' E ;2* E 309. 32' I 8-9 80.00' 62.93' 45°04' 10' 61.32' N 60° 54' 26' E 9-10 233.00' 169.29' 410 37' 46' 165. 59' N 590 1 V 14' E 11-12 167. 00' 90.09' 30°54' 32' 89. 00' N 64032'50"E 1 f t 1 TANGENT BEARINGS: AT I - S09° 00' 00" W AT 2- S49° 20' 24' E 1 \ AT 3- S49° 05' 34" W AT 4 AND 5- S80° 00' 08' W I AT 6- S38° 22' 22' W AT 7- S06° 41' 48' E r I 1 AT 8- S83°26' 32'W AT 9- S38- 22' 22- W I AT 10 AND I I - S80800' 08' W ES $ M 1 1~ - AT 12- S49005' 34' W " ~T.) m - - - - - - - - - - - - - - 1 ~ I S ~ \ Ig ~ \ I \ 100. 1 co 1 \ o°' pQ CONDOMINIUM PLAT OF \ e Q~ - \ SADDLE RIDGE COUNTRY HOMES i o I A J~~ I I co I 3 I I Q 1 3 I LAND ADDED TO C. S. M. VOL. 8, PAGE 2398 Q I ill .59 ACRES I " 12, 882 SO. FT.) I N Ig I I ' Iy I I I i I I I I I ~ i I I I - 236.20'- - - - 214.08' - - - - - - - - - - - - - - - - - - - - - S@9'20' 05'W E 1,4 CORNER OF SECTION 21, T28N, R19W. !ALUMINUM MONUMENT FOUND) ,~IIM/M11~ it k NOTE: DRIVEWAYS SHALL BE CONSTRUCTED IN I+ JAMES M. ; ACCORDANCE WITH THE PROVISIONS OF THE TOWN WE BF OF TROY DRIVEWAY ORDINANCE #93-1, INCLUDING A TURN AROUND FOR DRIVEWAYS spr„*' VALLE- J EXCEEDING 300'. CONTACT THE TOWN OF TROY wls + TOM BOARD FOR I NFORbIA T ION CONCERNING THE S y~ /y0 PROVISIONS CONTAINED IN THIS ORDINANCE. ayy~ S U Ry JAMES AR WEBER S-1804 N£LSEN-WEBER 4AND SURVEYING DATED TH 1 S =DAY OF Zv.-6;;i 1996. SHEET 1 OF 2 SHEETS vzz &7 co 2 ((emu FILED o This instrument drafted by Fran 61eskacek Proj. No. 87-53-191 S EP P 0 3 19 91 JAMES O'CONNELL Register t Croix Co." W1 4'73156 S CERTIFIED SURVEY MAP Located in part of the SWh of the NWh of Section 22 and in part of the SE4 of the NEh of Section 21, all in T28N, R19W, Town of k ii- Troy, St. Croix County, Wisconsin. N LEGEND OWNER - Aluminum Cap Found Donald Rodahl d County Section Monument v • 111 Iron Pipe Found 361 Townsvalley Road s v Hudson, WI 54016 " 0 111 x 2411 Iron Pipe Set, weighing 1.68 lbs. per linear foot. N C -R-T- Existing Fenceline o SQE,err^•n„ W ..4 4- 4J Unplatted Lands ~.~'yq~,;1~ CHINNOCK S89 371561'W LANE N C. Cn 66.00' 1• I v U') W BC 7 y u g 7j N J' M z O to :t~ N EUDS0N, F v'O co N O) O N ~p~J IiYtw. nom. y N f~ N` Of0 AOL Unplatted Lands 4AFd'gg88„totia z A, m• NQ 0 21991 .a H N ~D ✓ APR o o° = N8903314411W 672.021 ST. CROIX COUNTY c ~ lIBYSIVE Pl1RfCS PUWIWIIK% w w N N y~r AND 201 CpMM►41T IFE 0 0 C o O o w . of o 0 Q~C V. N V 2 N' N Q O W. S8800010011W 70.371 CD 41 ~I B / co ;j M1 J 1 C I + LOT 1 Go 2 to / W I 06 737,785 Sq. Ft. C3 O o A 16.94 Acres Structures 00010011E N88 M 70.371 c s M W G V"' ~ C East-west 1/4 line cc of Section 21 H N c 5162.341 4675.511 I_ I 34.081 N8905111911E 672.531 N8905111911E N8902010511E N N8902010511E East-west 1/4 line of Section 22 u) W} Corner.of W} Corner of Section 22 M Q Corner of Section 21 Q*Corner of Section 21 Section 22 VOLUME 8 PAGE 2398 Unplatted Lands SCALE IN FEET 0 100 200 400 Sheet 1 of 2 Sheets This instrument drafted by Fran 6leskacek Proj. No. 87-53=191 w N "o G ' o L) \ U 3 (n IZ N01103S (30 t,/13N 3H1 .40 3NIl HinOS ZZ N011:)3S 30 b/IMN 3H1 -40 3NIl H1f10S 3M50,OZ.68N 3.61,19.68N--~ ,80 b£ I ,£S'ZL9 - W w N Z - ~ L Z CD azo N N 01 ^ to O]:2 N cr- I t- a o C tG1~t a W O Z N JCL N - J M C . CD O tt N N W ~m O N a w O ti O J _ 0 p M : O _ 0. z Vf - W N to ` t~ O ' Z O W O N /Jo . a; r M d, OI N Z W a _ Ir O M 1049 W d r` I + I wp I ~'~IV. CSI X > \ V D N zz o M W W OO O O = 4. (♦3 s ~ F- aD N D O W ui U) Z O V o OD w r 0 N . 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