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HomeMy WebLinkAbout022-1006-95-000 (2) Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT St. Croix Safety and Buildings Division NW SE a 3 2 8 $ 18V4ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION Count flw N 149223 Permit Holder's Name: ❑ City ❑ Village 00 Town of: State Plan ID No.: Lee Wolfgang Kinnickinnic S91-02590 CST BM Elev.: Insp. BM Elev.: BM Description: P r I Tax No.: LZW (~`~2-1006-95 TANK INFORMATION EL TION DATA a jEL TY PE MANUFACTURER CAPACITY STATION HI FS Septic 1 1~G~1L1 U Benchmark Dosing oy2C, -0d, Aerat' Bldg. Sewer Holding St/ Ht Inlet; 1_r '3, 97 TANK SETBACK INFORMATION St/Ht Outlet Ventto / TANKTO P/L WELL BLDG. Airlntake ROAD Dt Inlets 0 4 NA Dt Bottom r Septic r~3' S Dosing "ll~ SOS Co z(~gl NA Hea4er-/Man. Aeration NA Dist. Pipe o s, &q Holding Bot. System w PUMP/ SWMM INFORMATION Final Grade (-DS,, Manufacturer Demand QJQc 4 i;,r - /~Q",Ofd 9 Model Number 3-7 GPM Friction SystemZ TDHXOF't TDH Lift f oss Head _F Forcemain Length Dy Dia. " Dist. To Well SOIL ABSORPTION SYSTEM Width Length No. Of Trenches PIT f its inside Dia. Liquid Depth BED /TRENCH ~ DIMENSIONS g / DIMENSIONS g SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK CHAMBER INFORMATION Type O Mode Num System: y'~ OR UNIT DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) x Hole Size , x Hole Spacing Vent To Air Intake Length _~W Dia. Length _~11 Dia. -L=6 Spacing -q-, (O >/Ll SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over r Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center ~g Bed / Trench Edges / z - Topsoil es ❑ No es ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) (0 Plan revision required? ❑ Yes [-IVO / Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. I vz~ SAN ITARY PERMIT APPLICATION .4 9ono l3 s ILHR In accord with ILHR 83.05, Wis. Adm. Code COUNTY - - ■ STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than IV 7 A a 3 8% x 11 inches in size. ❑ Check if revision to previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. S 9 - O D PROPERTY OWNER PROPERTY LOCATION 17 a 4/5! &10 '/4 Y4,S T, N,R (dj~iD PROPERTY OWNER'S M ILING Af)DRESS LOT # BLOCK # $3;VL CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER t (,l1 5pyov3 Alas- 11. TYPE OF BUILDMlor ( ck one) ❑ State Owned 13 VILLAGE NEAREST ROAD P lic 2 Fam. Dwellin of bedrooms a PAR LT NUMBER(S) po 111. BUILDING USE: (If building type is public, check all that apply) '2 ~z P 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 40 Church/School 8 ❑ Mobile Home Park 12 ❑ Service station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF PERMIT: (Check on ne in line A. Check line B if applicable) A) 1.0 New 2. Replacement 3. ❑ Replacement of 4.E] Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressur Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION S'0 DAY 3 74 .3 7r!o / 2 .28 165' OFeet /6772-.71=eet VII. TANK CAPACITY Site in allons Total of Prefab. Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tan structed Septic Tank or Holdin Tank Lift Pump Tank/Si hon Chamber 9,001 we,46VIIA0 El I El FF711 TM VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber's Signature: (No Stamps) PRSW Business Phone Number: zl_k/vt hV C tJ f~ S'$ 7/ 7'y9 3 3 Plumber's Addr ss (Street, City, State, Zip Code): IX. COUNTY/DEPARTM T USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No Stem ) q'Approved I ❑ Owner Given Initial 95-.00 Surcharge Fee) f0 -16 ^ 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 & Buildings Division, Owner, Plumber d APPLICATION FoR BANITAAY PERMIT 9TC-100 This eppllcatlon form to to be complntod In full and slgnsd by the ovntt(s) of the ptop!rty being developed. Any lnadoquacles will only result In delays of Lite pitmIt issuanca. -Should thlo development be. lntended for ttsals by owner/contractot,(spec house), than a second Lorm should be tttalned and caxpIsted vhan tits property In mold and submitted to this office with the ■pptoptlatt decd recording. omit of property _ ~m~~Q oc4 Location of property „,&F,-1/4l,,5 ,1/1, Bectlon , 3 T~ g x•R is -v Township it✓/~/^C 2.41AI L C. Fialiing addteaa / f OF Address of alto lubdlvlsion nswe • Lot nunbec Prtvlous ovntr of ptoptrty ' Total mile of pgrcol Date pstctl vas created All all cornets and lot llnsa ldentitlable? ~Ysa No is this property being developed lot heals (rpsc hauls)? on XO Yolnree :j2A/ and Page ffu►abas ~ as recorded wlth the Reglstse of Deeds. -•-----------n•..------•---r--..--..rw--....-........------------------- 1NCLUDK V1711 THIS APPLICATION TIIY FOLLOV1NCl A YAARKXTr OVID which Includes a DOCUKINT N"njR, VOLUME AND PACE xvxsen, and the ©tAL or Tilt REO1©TBR OF D11RD0. In addition, a eettllled survey, if available, would be helpful so as to avoid delays of the tevlowing process. it the deed drsctiptlon te(erencam to a CeitIlled Survey }Sap, the Cattltled Survey Nap shell also be required. PROPERTY OWER, CERTIFICATION I(ve) coolly that all statements on this form are true to the beat of .y (our) knovledgel that I (we) em (ere) the ovnet(s) of the property deactlbed In this in(otmatlon form, by virtue of a warranty des cotdrd In the office of the County Aiglstet of Deeds as Document Ito. ~ ~9 Ptceently own the proposed alto Lor tho neva obtained a go disposal ayaten~(ocdIt(ve)I have an ereement, to run with Lite above daaerlbad property, for 1.1h a constructlon of NOW nyatstn, and the some has boon duly recorded In the office of the County Register of Deeds, an Document No. signature of Ownec Signature of Co-Owner (1[ J1pp11eaei.) Date of Signature Data of Signature SEPTIC TANK MAINTENANCE AGREEIIENT , Sr, Croix County w n OWNEWUYER H* ROUTE/BOX NUMBER Fire dumber CITY/STATE ZIP PROPERTY LOCATION:' Section_:~• Tag N, R_--'-W' Town of 6St. Croix County, Subdivision Lot number improper use and maintenance of your septic system could result in its premature failure to handle wastes.* Prover maintenance con- sists of pumping out the septic tank every threeyears por sooner, if needed, by a licen's'ed' 's'e t'ic tank um er. What you the system can a ect t e' .unct on o. t aseptic tank as a treat- ment-stage in the waste disposal system. St. Croix County residents'•m be eligible to recieve a grant for a maximum of 604 of the cost.of replacement of a failing system, whic was in operation prior to-July 1, 1978.. St. Croix County properly that to keep their syatemrequirement accepted this 'program .~emsAugust owners of all. n, ew agree maintained. The property owner agrees to.submit to St. Croix County Zoning a certification form, signed by the owner and by a mater 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 nec- scum. essary), the septic'.tank is~~~s athan roximatelyfull 30fdaysdpriordto Certification form will be s pP three year expiration. 0 I/wE, the undersigned have read the above requirements and agree 1 to maintain the private sewage disposal system in accordance with ttie standards set forth, herein, as set by the Wisconsin Depart- ment Natural Resources, St. Certification a and reet turned Co the e of the three year expiration.date. SIGNED DATE D St. Croix County Zoning Office 911 4th St. Hudson, WI 54016 386-4680 Sign, date and return to the above address. a ST. CROIX COUNTY WISCONSIN ZONING OFFICE _...,,z.., x ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 .W Sept. 16, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: An on site investigation of the Lee Wolfgang property, located in the NE 1/4 of the SE 1/4 ;of Sec. 3, T28N-R18W, Town of Kinnickinnic, St. Croix County, revealed 30" of suitable soil requiring an additional 1' of sand fill. This site should be suitable for a mound. Should you have any questions, please feel free to contact this office. in , Sincei~- James K. Thompson, Assistant Zoning Administrator cj RTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS STRY, DIVISION 3707 7969 TimAABEO)R AND SV"^J y, 3o-F PERCOLATION TESTS (15) P.o. MADISON, WI B°x 53707 N RELATIONS 1 / 7~ST ~-'b 3 -FRr1-r, (ILHR 83.09(1) & Chapter 145) ~o lo,a LOCATION: SECTION: TOWNSHI OT NO. BLK NO.: SUBDIVISION NAME: N~~/ SE V4 /TzQ N/R19 E(or w ffiNNickiNNIG Pf1RT o F 20 c9 A~e.S COUNTY: LZe ~0/~Alf - MAILING ADDRESS: /f/ ' ~O Q~r S ~ / S• SYO2_ USE Iw (r DATES OBSERVATIONS MADE NO.BEDRMS.: COMMERCIAL DESCRIPTION: 7ff 1P f- Residence 3 /t/ ❑ New ®Replace - (p - I S 0 3JP{ 7 - (C/ / d $CS 7~ 5164 -5 ttS S tTTRE ~iAJ-0RReC7-) Si RATING: S= Site suitable for system U= Site unsuitable for system iG~C/~tJ J!/ ONVENTI NAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) E ]S ou OS ou EIS au EIS ©u EIS ou M,oL-uv ~y 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: CGASs -7zr- Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUP DWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED HE TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) -1 c SY~pv ASS12 ,l3,, yy. a," 4 B- 60" l 60" /byl hU p f IS o~kyl /0- k/. 2~,. "t 10 C&f s!/; zS,. B- / S w rte,, e,,,-t ~L s . ,uq- S J'- c v r,s c y o,y,y . t~ l'l n /b10 • I,.. - ? - /E' • Q .J , t^i1-u wt 6L r ,9.4.y 12-" B-Z • L CJ 7`/P /(o QN F(A+Q 43/b GK~✓9/ 1 2Iy, Sits . Nil vO~1~ FLv~J $ J w P.ur o 47- 3 B- (/I- N ' tpa pe.~-G/evH/dLy c 11° 11.3-Sy evr4Ly o", B-3 l0Zr0 e;-0 r~v . F tro. P w r ~f s u /3 q v ..~,e 131, cll S/ w rr -.i S/1. D - ,v co M o A t> y ~/ofr ~ 2.2 8~- (d ~ oED B- S1 w 1ST S T oR-6,r- f ~ M o T 5 PERCOLATION TESTS } TEST DEPTH f WATER IN HOLE TEST TIME DR 1 WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES' AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD PER INCH P- 2 4 2 P. z ~hrr~ 310 t o / 5 G ih e, / P- tl 1 ~Kl t, 4 1 1 / 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. /OS O 0 3 .M I t 1 I s d i 6 _ 00, tN T S ZO AV 5 74140 ; r ~X Tv Ar- S c 74.; Ad F- /.V c S /a - ! C'4v T`/U v i It , 00 L01,:ooj 6-! Sold 72 ' I S e v v S v ~?r L t`e 204 S © ~'tGGt~ S will E _tiII G E SS V1 , I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME print): TESTS WERE COMPLETED ON: -~2-,, FSITE SEPTIC PLUMBING CO. I ~1 ADDRESS: 6bbl O•NEIL RD., HUDSON,, W1 754016- CERTIFICATION NUMBER: PHO UMBER (optional): ROBERT ULBR)GHT ~~~j 2-- 13r . -o/eS NIS. MASTER PC CST SIGNATUR 'J INN. INSTALLER A DESIGNER LIC. N0.00663 'TRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. R-SBO.6395 (R. 10/83) - OVER - N ~ M II J a $ M~ 4J V o Z 1"r • or Zvi `chi J X S ~ QG T °~S a w 0-6 ~m :5 cc W J O d N(L OO ,M I a= 0 1. N 2 ~ V V 7 a fti'- a o i 3 Oo 1 I J~ I o~ 'al ~ I v~ 1 T ,N M w zv ~ ~ i 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 HOMESITE SEPTIC Owner: LEE WOLFGANG 655 O'NEIL ROAD 1283 COUNTY N HUDSON WI 54016 ROBERTS WI 54022 RE: Plan Number: 591-02590 Date Approved: September 26, 1991 Gallons Per Day: 450 Date Received: September 26, 1991 Project Name: WOLFGANG, LEE Location: NE,SE,3,28,18W Town of WARREN 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: - REPLACEMENT MOUND Inquiries concerning this approval may be made by calling (608) 266-3937. SUD 8423 (B. 01/81) SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations HOMESITE SEPTIC Page 2 Sin rely, AMES QUINLAN Section of Private Sewage Division of Safety and Buildings PPP012/0009n/ 9 cc: LEE WOLFGANG Private Sewage UW-SSWMP Plumbing Consultant _ Consultant - County - Owner -Plumber -Environmental Health SBD 6423 1 R. 01/811 } 4 I SAFETY & BUILDINGS DIVISION r f _ State of Wisconsin Department of Industry, Labor and Human Relations E ! PRIVATE SEWAGE PLAN APPROVAL Office of Division Codes and Application j 201 East Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 i HOMESITE SEPTIC Owner: LEE WOLFGANG 655 O'NEIL ROAD 1283 COUNTY N HUDSON WI 54016 ROBERTS WI 54022 RE: Plan Number: S91-02590 Date Approved: September 26, 1991 Gallons Per Day: 450 Date Received: September 26, 1991 Project Name: WOLFGANG, LEE Location: NE,SE,3,28,18W Town of WARREN 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 plan- for private sewage system code requirements only. These plans have not been reviewer 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: - REPLACEMENT MOUND Inquiries concerning this approval may be made by calling (608) 266-3937. I I SITU-84231N. UI/YU i 1 J I ~~aio•x~rernaw~5 OLPON LPIU8wuo4AU3 jagwnLd JouM0 Jue}LnsuoO 6u~gwnLd dWMSS-Mfl Rj uno3 IuelLnsuo3 aBPMaS 8jeA4ad ONVSAIOM 331 :33 6 /u6000/ZLOddd s6u4P1Lng pue 4}8}PS ;o uolslnl0 OBPMaS a}eA4ad ;o Uo4130S NVINInb S3WV 'Rlai UlS Z abed 3Ild3S 31IS3WOH suollujaa ulowng puu joq e l `Salsnpul jo lualu jiude(j uisuo3181M do a}gag NOISIAIQ S`JNI(I lMB'A A L,4.IdS l .wo I.L.HLR. 83.08(2) PROJECT INDEX SHEET Owner: Lt~ GuoGFG-.q,vG- Zjz s - z 2 y/ Address: /Z, CT 3 Y //u y. All IPO,66 , TS 4UI-S. SIY013 Site Location: pfy'o T G~ 200 ti ~y _ SE ~f! ,S,2L % ..j ~ % Z ~S~' ~ ~ ~ l ~ rd CG/.u D~ ~'i:U-ui G •~/.vu i' c Project Description: ST. cRc~i X CovvT~ T ~1 prt y J OL)AJ S TuRA-re-D A 30 5 ~R epos e D . 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 PLUMBER: y _t DATE: SITE EVALUATER/ DESIGNER SIGNATURE HOMESITE SEPTIC PLUMBING CO. - 655 O'NEIL RD., HUDSON, WIS. 540 pL ~~yr ROBERT ULBRIGHT ry 'VIS. MASTER PLAIMBER LTC. N0.3307 M.P.R.S. MINN. INSTALLE1 & DESIGNER LIC. NO. OW ' piP~'v~ why 0 77 y o s ti~rorr G -St y F ki \ o 5. r o o ~ . i ~ L O y x 710 cj- ~4 ,o a ~Cil, kA 4 y N ` a. ' R~ c c~ s Ch Ira s a ~ QN m c Zi ^i rr 1 I~ Q 73 r I Q I r rl C ~ ~ z ~ x w ~I /I l r77 rt1M io OR ~nccc~ ^o:L m Z ? r n r N ~ . 'v 90 N~ ~R, a h ~ v o m rr n W Q n S i too r i i r I vfireo-5 ~D Page Of ro'p a L~rERlLS /0S. ~O Synthetic Covering Distribution Pipe Medium Sand s y STEM G £rEV.ATI*N j Topsoil F ' 1 105,0 0 10-12- % Slope Bed Of iM Force Main Plowed Aggregate Layer D Ft. ~GE 2.0 Ft. roection Of A Mound System Using 1,13ed For The Absorption Area - G O Ft. A S Ft. H ~•S Ft. [iEPr►;►i~;._ SiiO,S B 1/-7 Ft. I-L z K 12- Ft. J r L 71 Ft. SEE C0RREvl''0ND;_z,'i° E 49 Ft. 2 PUC T Ft. W 2 Ft. Force Main -L Observation Pip ' ~K V A i ~ o W Distribution Bed Of zM Pipe Aggre;99je:.l „ _ ? r <t Observation Pipe Permanent Markers y'~ pvG G~~p~D s~E~L ,PovS Plan View Of Mound Using A Bed For The Absorption Area . fJ tt t t Page 3 Of • VOID 01VA4 E- fo R /00 z T'v c. Fo,~ c~- gliCE /As r dole- Perforated Pipe Detail u~ R/'Gti r ;Zoe UPI CvnE End View VA(v 4 i VO'SN, 0 )Perforated End Cap) PVG Pipe Holes Located On Bottom, • Are Equally Spaced R 4 PVC Manifold Pipe Distribution Pipe Hole Should Be JE~~~' Next To End MgN~iolD Distribution Pipe Layout P / ?J Ft. R D ' /OO X Inches F> of L ~'UG ' Inches Hole Diameter 4/ Inch Signed: Lateral Inch(es) License Number: Manifold " Z-- Inches Date: Force Main " Z- Inches # of holes/pipe Invert Elevation of Laterals Ft. • D/STRil3UT"/l~~J !,~'sc(,/1,P~E ~P~4TE ~0.~ E~c<t ~~1 TER/~~ A-7 To T~' l S 0 ~ ~E~p P~ 4 a f 5 1 PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS VENT CAP 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING If r-f JUNCTIOAI BOX MAIJHOLE COVER 25' FROM DOOR, 12"MIU. I,/ 41,W,01,06- /AAe/ WINDOW OR FRESH AIR INTAKE q/' %~AD~ ~~~bi1T~ON GRADE I y" MIIJ. ~ k ti r° ~ 18"MIN. COUDL r .1 1 . INLET PROVIDE I AIRT,GHT SEAL I Iii- ~ 140f'1S APPROVED JOIAIT A 5 '7"' ? I I APPROVED J010TS W/C.I. PIPE 1J/C.I. PIPE I a~M LXTENDING 3' 0 << 1` ,`,s ALARM EXTENDING 3' OIJTO SOLID SOIL, 0s l Jbw) I i ~ ONTO SOLID SOIL ~~~A rID ~ 0 ELEV. FT. PUMP-~, OFF 'IAN V ~f p 1 BLOCK rE j D RISER EXIT PERMITTED GWLy IF TANK MANUFACTURER HAS SUCH APPROVAL SEPTIC E SPEC.IFfCATIDUS DOSE CUEE,f~S C*0A lc e,5- 3 TANKS MANUFACTURER: lat4 0,00c S IJUMBERSoF DOSES: PER DAy TANK 51ZE: -~0 G,ApLLO►JS DOSE VOLUME ALARM MANUFACTURER: G~y~L ~G 'J /y INCLUDIMGBACKFLOW: I ~ GALLONS MODEL NUMBER: CAPACITIES: A= /l -SS INCHES OR 3aa GALLONS SWITCH TYPE: ME~GC,R F/G~ T g= Z INCHES OR 3 6 GALLONS PUMP MANUFACTURER: C= 7 INCHES OR X64"' GALLONS MODEL NUMBER: 137 '11 14P 11511 D=415 INCHES OR 300 GALLONS l ~cx~6 LE ,oiGGY /3~'Gl< SWITCH TYPE: 1fEl~«1Q ll>ATS NOTE: PUMP AMD ALARM ARE TO BE i MINIMUM DISCHARGE RATE ZS GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEN PUMP OFF AND DISTRIBUTION PIPE.FEET 7'A* S~~GS + + MINIMUM NETWORK SUPPLY RRESSURE . . . . . . . . . 2.5 FEET EAGL1. O~ P - + + O0 FEET OF FORCE MAIN X ~'/d FYoFT.FRICTIOM FACTOR. /U FEET OA zo. ~ `tt TOTAL DYNAMIC HEAD = FEET ~buJ17 _ .i ~~i INTERNAL DIMENSIONS OF TANK: LE H ;WIDTH / LIQUID DEPTH SIGNED: LICEWSE WUMBER: DATE: l W Lit HEADI 115- , 34 ITY 32110 CAPAC- -105- 30 190 CURVIrm 95 28 90 28 ~r I I EFFLUENT . 24 80 MODEL an Q 75 MODEL 189 R/NG 22 70 165 - DEWATEJ = V 20 B5- Q Z 18 O 55 16 IQ- 50 MODEL 163 O MODEL F- 14 45 188 _ 12 40_ \ IN 35 10 MODEL 3U MODEL 137, 139 SEWAGE and 8 25 185 D TER/NG 6 20- MODEL 15 .MODEL 161 4 97 r l! 10 Q 2 MODEL 5 53, 55, 57, 5R 0 GALLONS F/0 20 30 40 50 60 TO 80 90 100 110 24 LITERS 0 80 160 240 320 400 75 22 FLOW PER MINUTE 70 20 6S CO 18 so- MODEL W 295 5S S 1s fJ ! 50 - Q 14 MODEL Z 294 O 12 40. 35 MODEL C - 7y 10 293 - - - - - MODEL f' 284 - MODEL 71 6 20 282 - - - i 15 4 QELLE~r'' OAr . 10 MODEL - 2 267,260 0 3280 Old Millen Lane GALLONS tp 20 30 40, 50 60 70 so 90 100 110 120 130 140 i50 160 170 180 190 P.O. Box 16347 t Louisville, Kentucky 40216 LITERS 0 80 160 240 320 400 480 560 640 720 (W2) 776-27i 1 FLOW PER MINUTE r 4'r JL "1J 8 V 7" Cast Iron Series CAPACITY • HEAD "139" Bronze Serves* UNITS/MIN Feet Meters Gal. Ltrs. 1 5 1.52 104 34' • Automatic or Non-Automatic. 10 3.04 79 309 '/1 H.P., 1 Ph., 115V, 200-208V or 230V. 15 4.57 §4 242 610 • r/2 H.P., 3 Ph., 200-208V or 230V. zo . 36 13r• zs 7 7.6s2 2 6 3U! • Non-clogging vortex impeller design. Lock Valve: 26' • Passes 5/8 inch solids (sphere). • 1'/1" NPT discharge. Canadian Standards Ut listed S0 Assoc. Approval • Float operated, submersible (Nema 6) mtech~ available anical switch. • Automatic reset thermal overload protection. '.F 137 Serbs SC-2225 • Stainless steel screws, bolts, guard, handle and 199 Series S8-1115. w.N• arm and seal assembly. bronze motor and pump housing, switch NOTE: No UL listing for 200-208Vl1 Ph. case, base and impeller. pumps. Mercury float switches are available for non-autumalic models. 4 /09 &V 14LED R6C~dC 5 g g Cj Q 0 JWS sWWE . 8 a~ f, -4 ti g JUN 2 7 2001 ► 11 V A 2 5 2001 zw" MJac LL.1 i RVEY RECRD 6.4 . Flo 6A on ks ILL. be N CERTIFIED SURVEY MAP David and Cheryl Wisdorf Located in the Northeast 1/4 of the Southeast 1/4 of Section 3, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin Note: An erosion control plan will be required by the St. Croix Coanty Zoning Office prior to cant=ion on these lots. APPROVED ST, CROIX COUNTY Planning Zoni^4 and Parks COmmlttee LEGEND in*atasl•x24'IronPip9set JUN 2 7 2001 OWNERS' ADDRESS 1279 CTH "W 0 (Min. YVb -1.13/ba~Yn. 2) Roberts, WI 54023 I • Found 1" Iron Pipe if not noorded w thin 30 days of Sedan Comer Monument approval date approval shall be 0 (as notes OA and void (R a) Roc dad As ~h Una SE 114 Section 3 I -r- In*e1es Fans u a P I at g g~. 8 cot r sseeri m 3.12 IS w g 18 w LSD ,N a7'o4'~ E 5272.09 - - - - (Found eamwn AWm>n~+n+ a^t~ w ag,~ Gww Y~i (Found g r► oum Morwmard) ~ - 1.._. 3963. 'S 04°10'37" 'r 'b 9d V lop 2M.0 MAY 1( M ' N 87°04'32" E 703.11'- - 89°21.43" -585 AV % lr~j w,~a ^ ...629.NotT f l S ~ ♦ tnYP~~ a"9en1 1 ( ~ 33 r„ 1 t~~yYpP I w CURVE DATNCurve 121 t I Radius z 28522' ~ 10 fA ~ C.ntral Anpla oaros'0 Arc Length a 20-V Chord 8 221128'32.5" E 1 T Z ~ , ` N S 42'32'3BeE a1 ~~~tt I ~ ~ g= 167,70P Tar"t 2z l S 89.52'48' s WE W a3 qs 0 854 r "734 167 ry. it. 16. ~~qq wcero y.It. ~ of 16.559 saeo or 721304 sq. ft. 14. Q{ z l it 13.304 sore: of 7918 rq. --G y ~ LiURENC v ` MUR • W ~7~,~• III y~o l0 81 3 I • a 781.' LL-8- : Q • ~L-s, 797.33' 0003,30.E vw. 15 2001 ro 4?• May ' • • • • • • • Q` 18 4.886 sores 8 ♦ o ~ 3 LAND 30078760E 1278.61' - 4.670 sonar or 203 430 sq. 1?7,Sj,' t=.~.♦♦ ! I r~ UneNE i - ..21• 798.79' 13 0 3 34 SE 114 Section 3 •7„_ 763 64' ' _ $ 86°457" W 1313-76'- - - 35` (L=S 1313.79) 191 10.4 Qffftd survey MaP ~ i e M ; N Volume , 8 - N SCALE IN FEET 1"=2500 Ssctbn 3 T , R 18 W (Found Buntsen Aluminum Monument) 250 0 250 500 Bearing are referenrxd to the East be of the SE 1/4 of Section 3, ~f♦ aawmed bearing S 00026156" E, This Insau M Dmftcd by Mack W Puvcy SHEET I OF 2 VOL. 15 PAGE 4117 DFPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR AND P.O. BOX 7969 HUMAN RELATIONS SV"'-J yt 3,,f PERCOLATION TESTS (115) MADISON, WI 53707 lad TAT a-'b 3 I? vir. (ILHR 83.0911) & Chapter 145) c0 opi LOCATION: SECTION: A TOWNSHI U D O NAME: OT NO.r NF I J~ ~4 /TLi H/R If E or W KiNNiC k1Nti (C. 2- G F ZO C) AOLL s 13 ( COUNTY- 77 . ~x MAIMING ADDRESS- y USE DATES OBSERVATIONS MADE ION: WResidence 3 New ❑Replace . (p s 0 1 Cf C/ _5 rFS S tTT/2E .vCOAR&CT 5i RATING: S- Site suitable for system U- Site unsuitable for system ONV N I L: MOUND: IN•GROUN S E - -FILL OLDING TANK: RECOMMENDED SYSTEM:loptional) ❑ S ®U m S ❑u ❑ S DU ❑ S ©U ❑ S E11 Mav vP o v cy 40A) (r-- A RO W DE-6 e • If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under sa. ILHR 83.0915)(b), indicate: GLA•ss Floodplain, indicate Floodplain elevation: 14&- PROFILE DESCRIPTIONS BORING -fffA-L IQ P H R UNDWATER•INCHES CHARACTER SOIL WITH THICKNESS, COL R, XTUR , AND DEPTH NUMBER DEPTH IN. ELEVATION BSERV D TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACR.) t fAvD,OGEO /p.. G 6a • ~,PlJ-yi3 Zy /O 'm y,. . 747ry foxy . f CQ 2 J 7.5~ -sr IV ors 3 3P QA, ICw;, 7j - 0"S 7, fV. B- l roe) T5 a 7 " ,t`v r 1-y 0,4.01 12A) - y, c pv,.r y /a r y B- Z 39y 5.4fa vi o- z Cp CeIIV-113 Ly io'f y . ,.6 " a.. Q%i,! ' '777, w/7% A4,}A,y -SA-411 . o,Qt- F yo rs B- yr P/" N CR Aly /04 '0'e. 45.,. 1'ry B-3 5 5 y~ tiro Z 5 X211 aye 3~ou~ r 51- G" a ce- r u b- At '3/oe,1ry 5 ZI ee,-T-4 ) 77411 ef,77% dQ7y. B- oT PERCOLATION TESTS TES7 DEPTH. WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INC4ES RA RINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. l p p I PER INCH P. 2 ,0 1 s/ 1 1 l0 2 2. P. y 't''l~ c3 0 1 S/i P- % 26.7 -33 130 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 std the direction and percent of land slope. / SYSTEM ELEVATION. i T _ _ T ;r 0- 4 7 -441 l , - - _ t N / W40 6, to 0 142'. S 'Ovv/ Z:4 ~ - 0 •fiG ~ P~._.. _ l i v C vv ~I a4. S._ _ -UI'fG~tl S wil~ E - ti> G &,Ss I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief: NAME print : - ITESTS WERE COMPLETED ON: HoMPSU, SEPTIC PLUMBING CO. _ • 1 C1 / ADDRESS: 655O'NEILRD.,HUDSON, WIS-_WT9_ CERTIFICA I NNUMBER: PHO NUMBER (optional): ROBERT ULBRiGHT -YF2- 13I G -elPS 'MS. MASTER PLUMBLR • • CS SI ATUR MINN. INSTALLER1 DESIGNER LIC. NO. 00663 DISTRIBUTION: Original and nne ennv in I nral 4uthnrity Prnnerty Owner and Snil Tar,er l Qj 41 " ~ K 0 0 ~ ~ vw 0 •n d. 4 r4M of M .i M- x i i a I, ~ i I ' v „ q jI m 0- ~I u 1 OO~iv z Z fA c3 U m3=C5 2f o P=~WV f w~S cc ~ ui iA UJ Q uu~ 0O 0 4 z ~c g z .7f XA RTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS STRY, DIVISION LABOR AND P.O. BOX 7969 %JM sVAAAJyr 3o°f.PERCOLATION TESTS (115) MADISON WI 3707 {tJMAN RELATIONS 1WV nr•~TF-~2.7~Sr ~^la 3 " -rRvs-r. ULHR 83.0911) & Chapter 145) 4D /CwJ LOCATION: 1 N: p TOWNSHI OT NOABLK NO.: SUBDIVISIOIT A : N"::"1/ 5E 1/ 3 /TLb N/R 1p L c (or W KiNNiC klNN (G Z 0 F zd C) COUNTY: MAILIN ADDR S : .cR-0~x AAe2 &)0/?gAtA-26- 11WY Al , AoSgSF TS: cu s. S~16 2.3 USE DATES OBSERVATIONS MADE NO. B MS.: COMMERCIAL AL RIPTION: PROFILE DESCRIPTIONS: PERCOLATION TESTS: Residence T New ❑ Replacs D-4-- . (p - 19 S 0 7 - (C/ 50 ses & 5; W5 t7 S,hTTR_ E- (/Aje,01PeC7- 5i RATING: S- Site suitable for system U- Site unsuitable for system ONVENTI NAL: MOUND: IN-GROUND-PRESSURE: S STEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) rEJS ®U MS DU D S DU D S DU D S Z u At 0 tJ,4 .1 P 0,.0 f_y <o,u ti Igo rv CS r If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: GLASS _Z7:_ Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL P H R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERV D EST. HIGATS TO BEDROCK IF OBSERVED (SEF ABBRV. ON BACK.) /o„ 1:~" 114. -.ev-4r4~y y- M . 744 ry /o y 75 ` DvDDG-&© f . 2 .,-sy .scary /a,F,Y QAI B- Grp T5 rr -7 C f V_ L y 0*7 y N ^ S y e f U,,q Ly / a'f-r B- 2- 3,? 2-6, e eVAf4 L y 16, A/ ' lo*'t 13AI . f/•,*,41 616 G/f i S~. w/y~ M.ttiy S/•r.~/ o/P- Ep .rso TS B- s ole 13n,- c R a m a Z y 0+ ) 9'e-Q.,- G.t ry O/l.y~ '310c,-y 5 &11 co.y.rr o.,.J S M1411 cPrs r. 0 .10 - 1_'y. B- ACOT „ PERCOLATION TESTS 6 TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER V H RAT MINUTES NUMBER INCHES' AFTERSWELLING INTERVAL-MIN. 'PERIOD P I PER INCH P. Z 3,0 I -5/ f z 2_00 P- '~-rr 4310 s/, I Z P- 3 _7_V to % Z P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale o s &s i at are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at I and the` ti and percent of land slope. SYSTEM ELEVATION. I) i I . t 00 C ..IFS 1 i 04- _ . o~ . ~ _ !~/o wi•.cs G-~ i~ ~ ,Sac ~ C D 4v /10 01 04 00 / fba M e s /90 14 _ If i~rt V 4e em, 4 '7a itGG{,,~ S will E ti G E SS I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME print : - TESSTTS~WERE COMPLETED ON: _ HnUESITE SEPTIC PLUMBING CO. • g I q F 6 ADDRESS: 655 O'NEIL RD., HUDSON, WIS. W6 CERTIFICA I N NUMBER: PHO UMBEER(optional): ROBERT ULBRIGHT Z 3~ -a /.C > s NIS. MASTER P CST SIGNATUR MINN. INSTALLER1 DESIGNER LIC. NO. 00663 DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. 1 , a ~ ~ o Sy a O tO G~ M ' I i I M- x i j I I _ i 7 ~l 0'7 1 S b~ ~ I Q 0 w ~ - (CDC ,_z • C3 i% Vi 'ic,,,t~ U J CO~i =0 Z.CC Ud Z S~Z'w C cc w cc v i Nw°CCCc i N 2 ~ g Z Z f/f RTbAENTOF REPORT ON SOIL BORINGS AND SAFETY & BUILDIN( ...I" 65TRY, DIVISIC Su,vN y~ P.O. BOX 791 9UMAN RELATIONS . 3a'f .PERCOLATION TESTS (115) MADISON, WI 537( [uWrEA -7=57' .7--63 ' -Fl? 0-1r. (ILHR 83.0911) & Chapter 145) eo LOCATIOqi,,,,,, - TOWNSHI OT NO.: B NO.: SUBDI NAM : 3 /TLQ N/RIt Ef."(W) 1('1NNiCK1/uti1G 2-or- 20o 'f- f16%x-s LINTY: MA LIN ADDR .C~O►x Aze CUolfdir~f,v(- / y ~u i S. Ss/a23 USE DATES OBSERVATIONS MADE BEDRMS.: COMMERCIAL ON: PI1OFI E DESCRIPTIONS: InnCOCATION TESTS: i?~ffswsoe+•ne 3 yr (Q New (-~RePlece 1714-- . co - 19 S 0 ~)-eC..7-- (rf ~e SCS & y /low s t,5 5,f rrg e- (i.vc0,V Rer7' 5 / ' RATING: S- Site suitable for system U- Site unsuitable for system IG C%A> ONVEN I NAL: MOUND: IN•GROUND-PR1 U~€1 : S N•fILL OLDING TANK: RECOMMENDED SYSTEM:loptional) DS DU Y S DU DS DU CJS C1U E] S C]U 0N4y-.... <oN ,v,~,~o w c s ~ ~ A3 - 11 Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)Ib), Indicate: G Ass Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS i BORING TOTAL P H R UNDWATER•INCHES CHARACTER SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPT i NUMBER DEPTH IN. ELEVATION BS RV D TO BEDROCK IF OBSERVED (SEE ABORV. ON BACK.) /p" O.(! 4.+ • 46;.i ~.~lM/iS cy /O^+.r l y., .v . i L^ l /O ti sj B•~ ~e 2 `1 ~•5~ PvDD~~O 4 B- he) 7$ r . N 7 • N . ~Pv,#Ly 04r1 a 9A)-Sy eev.At / -/of j B- Z 39 y S-,Fo z I/ M4 Y CRvaiS c y /a4., . ,8 4AO . f;0*141 610 S" I wrYA Mif-y JA41 0.4-A .y co E~ 7-S 4 B- B-3- t, 5. y(p 'ho. 2-5 h.,, 61 1. fl/oG/C'Y s/ • G 11 8 N • • r w a - M No cl y Z/ coMM o..J S' i` f a d is r• oT ev. . B- /tl o7 1 PERCOLATION TESTS DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RAT MINU ES PER INCH NUMBER INCHES* AFTER SWELLING INTERVAL-MIN, P. 3,0 6, P. z a Z- 2 P / P- P-PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or s i 33;sQn st are the ho zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at I gs and the'ffi ' 't1 is and pores of land dope. i S SYSTEM ELEVATION I f ^f J 1 ~ G T G NI ~ E~° J-2 1-7 I T- -7 X S 55 AiL 7 ern 74. k 4-'01 d D L 94 1, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsir• Administrative Code, and ;that the data recorded and the location of the tests are correct to the best of my knowledge and belief, NAM prim : TESTS WERE COMPLETE~D^ ON: HCId LIE SEPTIC PLUMBING CO. it ADDRESS: 655 O'NEIL RD., HUDSON. WIS. i6- CERTIFICA 1 N NUMBER: PUMSERIoptional) ROBERT ULBRIGHT 7 3~ WIS. MASTER ICST SI A UR ►dINN. INSTALLER`S DESIGNER LIC. N0.00663 ~C(GC~if r e • 1 ij E U) it O 4, ~ C a ~kNA e4 S 7- 407- 4-. :1 Iv 0 of f . 1 I i /41 I W O w I J' O w~ ~ w• o o ^ m• 04 `nor 9 "LED 0w -'j o ° ~ti g JUN 2 7 2001 ► N ,11A° 25 2001 ~zoX U. z Ce F-' xa a ST. CROIX COUNTY ~ _ (n 0 LLA w --b ti ~ ~ > w SURVEY R' RECORD N isN CERTIFIED SURVEY MAP David and Cheryl Wisdorf Located in the Northeast 1/4 of the Southeast 1/4 of Section 3, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin Note: An erosion control plan will be required by the St. Croix County Zoning Office prior to construction on these lots. APPROVED ST, CROIX COUNTY LEGEND Planning Zoning and parks committee Indicates l"x24'Iron PipeSet JUN 2 7 2001 OWNERS'ADDRESS (Min. M. -1.13lbsAn. f.) 1279 CTH "N" • Found 1' Iron Pipe if not reoaded within 30 days of Roberts, WI.54023 L I 0 Section Comer Monument approval dale approval shall be I (as notoo null and void I (R Recorded AS North Line SE 114 Section 3 I 18d East Quarter -x- Indcates Fence ~resurvey ~ R 18 W I g6~18 Lot 7 Section 3, T N, t' I t3 ' hid\. West ouarter Cann 18 W 49t S ip!IJ _ ~Q>t °04'32" E 5272.09 - - - - (Found Bemis tsen Aluminum um Monumen 0 Section 3, Tmte en 28 N Aluminum Monument) N o~~2-882 (Found Be _ _ -no r \ _ 6 1 a- 1 ~3 Lot iu MOP r , sT D~ 041o'3g.ss 8~~~e 141.03' VOtllll_t a~ 89021143"K.-- - - N 8700 685.19' 703.11' - - - - 0 0- Gyp ~.°b~ 1 ---629.39'--- Big Not Tangent ! w CURVE DATA1Cunre 1-21 Radius = 285.22' f't I '.l I y Bam b, Central Angle = 04°08'09"1 Arc Length = 20.58' 1 Chord = S 22°28'32.5" E, 20.58' I CI 07 Tangent Bearing @ t ZI v S 24°32'37" E I 167.79 0 - Tangent Bearing 2 = \ ( LOT 2 s 89652'W s 2062428" E w~ 16.854 acres or 734,167 sq. ft. LOT 3 W; WI N (Incl. RIW) 14.005 acres or 610,067 sq. w ' (Incl. RIVt>) w ' I 8 16.559 acres or 721304 sq. ft. I ~I Z ~o ° 000 1 13.304 acres or 579,518 sq. It. I a • LAURENC W* V J~ MURr) W F+ `~J' I. s , ~jrR e * 761.94' 9 ~ ' ALLS. 0 N 86° 797.33' 000;130. E v r~ j 139'42 I I~z DATED: wi. S 8 it. S00 May 15, 2001 vQ o~ 4.886 acres or3,nm, (Incl. N ^ 1 87 + X00 LAND °0 °°~oo~oooopO° - -1278.61 a 14.670 e 2003 sq. ft. I r Lime NE 114 - 798.79' 13 03 s5.15'- I SE 114 Section 3 I 9 ''x--- 763.64' 514.9T ' - , ~ _ - - - S8 6°45`2?" 1313.76' - - - of ~ ~ I I (R = S 86°27" 1 ~ 1313.79) I-Q( A 45'01 Map C-RCOAQ0 um Volume 12 , Page I_8. ' N Southeast Comer SCALE IN FEET 1" = 250' (iiodn 3, T 28 Berntsen A umkrum Monun 250 0 250 500 ' Bearing are referenced to the East Hne of the SE 1/4 of Section 3, assrmsed bearing S 00°26156" E. This Instrument Drafted by Mark W. Peavey SHEET 1 OF 2 VOL. 15 PAGE 4117 Li~ L~~~rIG~~~G~~~C/ ~~f~ffG~"~'"-"' „f~G~.CO•+,x.. ~L~L'G ~19 `i i. RL. UG 2 r 504409 T993s. Q ~ (JAMP.q R©gister of Deeds CERTIFIED SLFNEY MAP k St Croix Co,, Wl / GLORIA ASMIiSSE7d AND An1-i W~pk:FT,ANG Part of the Northeast 1/4 of the South- UN P L A T T ED LANDS east 114 of Section 3, T 28 N, R:1.87W, _ Towh?of.Kinnickinnic, St. Croix 130TH County, Wisconsin. _V~tD _ E L lNE SE /i4 p Indicates 1" x 24" iron pipe S T. S OO ° 26' 56 "E 2630.74' weighing 1.13 lbs./1 in. ft. set. 199. 63' N .i 2430.9/ 7 ALL BEARINGS REF. TO 1'NE £/W 114 LINEOF SEC. 3,_ O ^ T2SN, R/BW,ASSUMED N87.04'32"E W ct 2 a / 2 33' (4 cz ro y / . W , 04 This instrument drafted b ° y Laurence W. Murphy %PPROVEID ° , I / t n 3 2 ~ ~ h ~ ~ O \ O I / 3 I ~ ~ h) N V d I ` O r1 a N N W~ O O ~4, M ~ M o a ~rJi i ° N h a. " Q to . CROIX COUNTY I o I 3 a m¢ a z,: ahensfv Pf3c►rong 0 2 I m I o N M N to toning and Q h N C O , N ro b h1 Q 2' M h lv ~oTy ng C=MnKtoo O 0 ti ~t I h h W~ W I 7 ti Q ti N ¢ 00 h V, k. in I O QI y W m W° W a , J a m o J= i mot ratord*d = b U? h ¢ I ro O p O N~¢¢ MM:bin 304"s of n J h W co o¢ m 2 1 ro 0 W 0 0 0 o Z p 7f►QtOV3f daiR h t,. M "J Iv m I t,,, a i i Q¢ W a triwevad-sh ti+be N m m ~ ~ u¢ ro ~ N I I a z h ~i0.& void h ° ti I I J I JI Owner's Address: Z I f;l I 1?79 C.T.H. "N" 4 I i Roberts, WI 740?"? VI I Phone No, 1-715-125-?241 Q i i `,II111111ffll 4',p,'f 44 Z d LAUR CE. cc Zs W M PH • o N o v N IV ALLS,; aw N ~ i t F WISC... Q 33* (A L A 10 o X I 11 a g a Laurence W. Murphy egistered Land Surveyor I I F111 O I " Dated: July 11, 1993 58. M I 26.1 92.74' N pe• 4 1' 43„W 75. Vol. 9 Page 2670 W Z, N N 04 ° l0' 37 "w 118'x5' Certified Survey Maps o o St. Croix County, Wisconsin. 2 Q U/VPLATTE D LAND S h "Revised this 24TH Day of August, 1993." SHEET 1 OF 2 f 3 ~ r'