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~ O M O o ~ m rr o c p. o M I I 0 O N N O .r ao a N C N ~ N ~ ~ 0 I J C m co N E N J J O N N O 2 p f6 7 Z a-0 C c 0 U) C U N LL O N w N - -0 0) CL C 3 "O j w ~ N ~ U O 4 ~ m 3 E a~ U ~ M a a' y O Cl) N U) d m N H U) N O N O 2 V m U 0 Z d' , N c o N r ~ c N M C _ .r C N ~ A? ~ C N • O C O m C.) O 2 Z Z *6 N Z Ol N M E co N n d CL 0 CL m c r h d N O° c d 4 = N E RE Z > H F H E N. O O ° 0 0 0 z 0 m CL (L o N rn rn ~ Nov -°0) 7 :z m M 0 RN O w r n 00 E ° ° m a ~i d a } ,7) m ►Z; I ° m `a O ~j C_ °0 3 E a c ~ o c c ° rn Q U o T\ O ~ N N N a. O 0) CL Lo Q) C40 CNi a N E E o O N U) Y O N fn O ~ I! II E m xt a d a c~ a d a E c c A 0CLM l0U-)L) ► ST. CROI X COUNTY ZON I ICE 23. 29 /s 3&9G 'rd St. Croix County Courthouse 911 4th Street Hudson, WI 54016 Telephone - (715)386-4680 The St. Croix County Zoning office offers the service of septic and water inspections to Lending Institutions, Realty Firms, and private individuals. Completion of this form is essential so that the property can be located. Please provide the following information, enclose appropriate fee made payable to St. Croix County Zoning Office, and mail, along with form to the above address. Testing will be done as soon as possible after fee and form are received. WATER TESTING----------------------------FEE: $ 25.00 (For nitrates and coliform bacteria) WATER TESTING FEE: $127.00 (For VOC'S) SEPTIC SYSTEM INSPECTION-----------------FEE: $25.00 _ (Determines if system is properly functioning at time of inspection) Property owner's name rN K rue J e r Property owner's address A w i.U w i~SG r ,w7 3 Legal Description SE 1/4 of the S E 1/4 of Section T ay N-R L5-w Town of 5Rt-,vift~Lot Number Subdivision Name ( u,' ? FIRE NUMBER LOCK BOX NUMBER Color of house Realty sign by house? If so, list firm: PLEASE INCLUDE, IF AT ALL POSS LE, A MAP,i.e,COPY OF PLAT BOOK, WITH LOCATION SHOWN, AND A COPY OF THE LISTING SHEET. Testing of residential water requires a sample that is fresh. If the home is vacant, and has been so for some time, the water line must be purged by running the water for several hours before the test can be conducted. WINTER TESTING: Many times water lines are turned off, or sill cocks are turned off, making access to the home necessary. If this is the case, please make proper arrangements with this office to ensure time when entry may be gained. Firm or individu 1 equesting services: n 4- (~-J {3c~Mx u~' 1 cvN~H,p,mmc~d Telephone Number ~71 ' 9G - a~k\ ~s o~~:s s, REPORT TO BE SENT TO: X;rs ry .-f:c-. .u( Bu cc tc~cc(Scr~ la ✓an-.v-cr.r( c, °T [ 5 oclv, S 5 i-l A, vv. r+tic l S k-C G l Closing date a u Signature _A-L ~ S7 e v e r~ • r~^'. t l e c A A••~ I { l~YT LISTING INFORMATION ' Realtor: Anda.Ce Rea.L Ea.tate Inc..' Listor: Pat Sobo.ta, BROKER Phone No.:235-6145 nh t-Rp0-ti57 471/8 i Price•_ S'"5F_000." 5092 Address: HBuju w - Parcel 1f: Zoning: Ag1 4 1'r Owner: -~C1GLwq e,k Approximate Sq. Ft.: Lot Size: 40aa x Occupancy30da--CGf&le Reason: Construction/ Style: -6fLa e Age: 195 '141, ' Taxes: 254.47 Flood Plain ❑ City Water ❑ Jo Well ❑ Curb ❑ City Sewer ❑ _ Private Well Sidewalk ❑ 'SepticTank'' Q`Fence ,390!: noul 10 10 17h6 ROOM: Size Level Floor Wall Drapery No. No. Closets Miscellaneous Covering Finish Outlets Windows Front Entrance Living Room Kitchen Dining Area Bathroom Family Room Bedroom 12X12 M can to to y n Bedroom ~r rr Bedroom n n n n Bedroom rr rr It It F 60 KITCHEN: GARAGE: Special Features: Disposal ❑ Exhaust Fan ❑ Size: X Range 0 Dishwasher ❑ Attached ❑ Detached [I Thi,6 ~4 a beawti,j;~,e2y .a.L~- Gas Lx~CpElectrlc ❑ Refrigerator Driveway: uated flr:~0~;i.d.n~a~cm home Range Hood El Concrete ❑ Gravel camp.Cete with 6eve.Ced w~.n- Cupboard Space: mmp.Po Finished Walls ❑ Ceiling ❑ dawa - wide ha.P.~waya, a paci,ou~ n00m6. Home neaa atop a Heater ❑ Workbench C3 BASEMENT: hitt ob mature tneea and size: x ___4kU /poured/&n th pna.i,% e4towena ! The wood Full ❑ Partial (crawl space) ❑ Features Not Included: move in the DR keepa t i.nga Poured ❑ Block mane CR Att pehaonaC pnopenty cozy wahm in the winter! Water Heater Capacity: S9 nap o Po 06 6 The LP boKced ai,% Sunnace P.P,eeha, Heat Type: _ f.P 4Oh[+O_rl ni h heata thi4 apaci.oua home Humidifier ❑ Sump Pump ❑ 6o,% about $800. @ yn. Dryer Outlet Q Gas Hook-up Utp 40 acAu go with the DEAL! Clothes Chute ❑ Water softener ❑ 18 t,(Uabte, 18 pa.atutce, the Describe Improved Areas: balance w/ houa e. k o6 the baa ement had a con= caete 6too,% - batance eo th There a meta.C building bon 6400,%. the andmats, a pump houae and a wood ahed - YOU'D .Cave it! ` ~ ~e4+Y_ ` ~i-yyaa ~oG a°J °b i:~:.. 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CROIX COUNTY TS WISCONSIN ZONING OFFICE - ST. CR OIX COUNTY COURTHOUSE sf - 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 Feb. 14, 1991 Steve Miller First Nat'l Bank/ Hammond 915 Davis St. Hammond, WI 54015 Dear Mr. Miller: An inspection of the septic system on the property of William Krueger, 810 Hwy. W, Wilson, WI WI was conducted On Feb. 04, 1991. At the same time a water sample was obtained for testing. The results of that testing will be sent to you as soon an we receive them back at the laboratory. At the time of inspection, the sanitary system was found to be failing and not code complying. Enclosed is a copy of the violation issued to Mr. Krueger. Should you have any questions, feel free to contact me at this office. Sincerely, /f ames K. Thompson Assistant Zoning Administrator cj R M l5 ~ ~ ~ l'J ~ ~'ks r s STEP 2 3 1997 S ,ai C5` ST. CROIX COUNTY SURVEYORS RECORD 563383 CERTIFIED SURVEY MAP Located in part of the SEJ of the SEJ of Section 23, T29N, R15W, Town of Springfield, St. Croix County, Wisconsin. Z Bearings are referenced to the south line of the SEkF of section 23, assumed to bear N89°06'36"W Sk, Corner Lecfend Section 23 Aluminum County Sect&on Monument Found • Berntsen Survey Marker set from ties of record 3 O 1" X 24" Iron Pipe set, weighing 1.68lbs 21 per linear foot 0f Wls,Q o ~ )E-- Existing Fencel i ne Q Z / N 100' Setback Line DOUGLAS J. y~ ~n ZAHLEA r UNPLATTED LANDS SURM~ Owner Don. & Lorraine Tuvnes PO Box 125 N00°32' 15"W 390.81' Wilson, WI 54027 O V~1 Qi Mound Q' ~1 o System QI ~ JI JI ' O w O V~ N CN QI LL-" LOT 1 0 I-I t-I pt, ❑ ¢I C _ll 3.95 Acres Shed CLI o gi c 172,059 Sq. Ft. ZI =I L 3 6' ~ti N W o M House FILED J~ N M 0 ed o - A UG 0 4 1997 z Well 0 00 L R► of~~ H Croix Co., 41 < U --44 4- M HWY. R/W per Deed Vol. 302, Pg. 113 N8906'36"W - 50.02' - S00°32' 15"E 390.81' SE Corner U*) SO0° 211511E o Section 23 Ilu - 2640.47' M C_T_H_ W M I East Line of the SE4 Scale in Feet 1" = 100' UNPLATTED LANDS Ek+ Corner Section 23 01 0 50 100 200 doom This instrument drafted by Randy Nyhagen Job No. 97-81 01 VOLUME 12 PAGE 3319 Z9SE abed W 10A L 3 Li M `u sQAIV7------ Qgss TfRr j z M co cu La U ~D C ) ZZ W W v, O - ---------=------T----- Z 0 C) 3NI-1831N33 n o° -L U U ,96'66-V ° 3„91,26.00S z ,9-V'6t, 2 ° ujw - - - - LZ'088 3„9T,28o00 i7/13S 3H1 3D 3NI1 1Sd3 M„SI,ZE.OON ~ L8'68b M,Si,ZE. ON ,p ~ ~o cu Z M 1 i off;-4~,,; W a- 8 C3 Ln, w CC) m.~ OD -i o? 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Ca CL 3 LLJ W z o oZ CU _j W W J co z xco o w W Q ~ 10 C:) CD < z /1,9£,90.68N 6V3H ❑1 Q3WfSSd '82 Q -a s NDI133S JO b/i3S 3H1 30 3NI3 H1f10S E ' Q J 3H1 ❑1 Q38N3N3338 388 SJNI8V39 ¢ u) u> W [r Q Z Y Z Q~C4------jjj o 8 z>0oa N N Z 80I-86 '❑N fi❑f wnNd3J 93 Aa 931JV8G 1N3wn8iSNI SIHl O co r~ ¢ W A1Nnoa modo '1S ti~ SPRINGFIELD R.29N-R.15W 37 • DD SEE PAGE 49 us fc o U 'Ge onacd y n w y o~m ~ CC ~Zn u.UC h Qchard Tho meson omoro atl '°r M¢an •ih j vh aTohn 510!9- Edwin F ~y en 9 dJca y~° 7, c~ 0 d g Donna /3/ s s C James s4es ~C'Ch yl1Fy 4-0 -a 4%tLWW ~~o /70.9 4.3s /o3.es W g~P jC l'0J ° /Ya/nes C70yy: ~~0 z l 0 16P.5 p) .C~Brfb yC OQ O /73.3 • fC¢ he ne. `l~ p tl~ J\\~ b~y~ 9 ~,l` VW~ /`"Jc(;ce v Vl B.3IOB 60 gpnl V ~J -s-O Z~ ~0 0 Cha /e • ro/ tl 'V 0 0 E/do.~ ;nnrs tlV fll s 0 Lee V, 9 C ~l~ F ~Tanrce d U a/KL'' /99 yq C~ C Emi/ Q • ~01F0 b tl f7r/rrr's ~ hu/f l n Monrod ~t-a r/ e h S'c:m ~J~ +~lU c ao U~o of /60 9 u,UC l , C h J~ pFp b 0 W `ti. wo,/do , p o Ma y, B ° . g qV' ytl~~ C~~ ~~l Lee C C tl 7fZ)017,70- 7,F ~~u~g hei/sh ,V~~ 40 "a t'o Lawrence ' s/ w r 2 be Jh'aso E K meth L n o d h- f 966 e Tho sere 3O ' tl ~ • 4 P~a/~ o hnsoq • Johnson, efa./ No df// so n 3~4 H en Q • ga /zo /4o zo ' /annW /zo9enC h59 n 119 Me/fore ~uee ame5 .r cnd M nron Lc°n¢nd c5't-ate f iv¢c St Mi.Ee Mrs- ~TOhn M~RC~ in a,".a_ Ne/son -'qe~ /zO arr/S b tTOhnson • ~//scores/n ucr yeb/y Node// !f 4o go ,Cons Comm. a /z4s /zo K / I nRevs w. U Cho Vq Ha /d 0 C'a 0 //iryi/ esy/v a o R~ °y~ 974-¢ Zl p~V F ty Kermit 4 d E 0C La son Q p o art 4o tltl • .Bra 'f Cutur/¢ Cop b~ /oo ~ tlU0 N by; 7~ .c. .9ndrtw q ~Tohn U.~ tl nC}. r,~~ t7a t` tl r Reis l U ecsrn g° • go Bo zo4.74- tll o {a'c CJ\7' 4o H'n'.Q. J~ v 0 F.~ tlQ I UL/ r R.fF /4 ` • °/a/J eve/y§ ✓ Eat,/s1. • • //7.79 r A,v Ro.• 3Q t tcne uff - Ear/ ,P ~i/- Ea / £ i7/ice a /65 c. 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C/ ro/ l `C 0 G✓ebv Sttt., c ,Pa¢sch, Kathy ai f/ 4 0 OC 4 Susan y 0\ ff 9/an jr hus /Sakke s '0 C 4 Oeh/ke .B/oom Co/bury O or, Ncwhorse ^U tl /BO 111 / Bo ~5 • o w gs~ /oo ~Uj 80 /6° La so~ RM- Ke rr.~athE C Cl C • U ~ent Ciydew s Ha~o/d 4 23 v ao ey, .Tui9Cruog U ,r,C E est wtl0 W JC Sh'//e'J' M yc/ores Mh S~4r7 C"y \C~S IN dC v u°ns Cha ias OKaefe Lechna.- etux KaGFbrenner l \ 0 0 Jf b ca F Mar 60 8o go ei¢/ t, l ~ C lp~ 9 a~9fas Q~ 0 n /s9 ~vv^ oa ha~• q/vrn ~ ' s mow a cn /zoo -27ona/d C~, /o/in L-✓ac se/- d\b a~'6~ TiSo.rs n q n°' F son 1~C Lac - /so .~rnd ' ¢ McGCe Cf 0 u P %iY y, P s ~ `c ` • 4o U e y • 40 Q gO 0~ ~ 3R9 ga y~V~ • K KARCN R • • GeR RQ • • ,g T d V Geia/ NAL6R£N • '9~inbs AD. J 776 C 0 Ge.2oyy • , ancyy 's s - . 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Mouse/ l W ¢-a9e s CLr'.carwar/cLG rxY e s47 may.. `H/i e Wayne y C 0 G~ y , • y ~Se/ er ti~ 3z er/¢ch eS.' L son Warr,64u917 f C¢yo/e !/iyi Tf/omPson O/3s~ cSta 9 vN W~ Bo /os ioo 7z o 32 bu • 'j rhson r7 F.B. 'f 4 C Eait/and 0 ~ C ZBo ~ C y ^ ~ Oo/P r U b • ~ :/m ~ oc.FL That- U 0 He/ er R bent l /jartha b ~ tl L.:-rrestone cher v 96./s C tl ric.Eson C nl J C Co., Inc. f6'o \ Z l9 Gar on Leaf l /2d l "1 /2 e.~^ Ctl\ 170 othy NE W0 Edward /g244 0 ,p~~ weft bZh /leery Vef/e SE cSauers74 ~i WW Thwa 9 Bo /i~.4z 40 1.~ •Me',eahar~ tl~ ;Wehrea 9h:: Cued ica• .sra ~f ~a • Geo. V ILJ //gS "FO n c K C7radJ a.f MST • Bo • N.Boiden 79 y • :::Q\ h 36.as Wk, Re/d c /96B R c.E ord M6 ub/s, Irrc, Rev. /979 ~i5't Cro/x Counfuxr,W s. ' f SEE PAGE 23 STEINER SALES & SERVICE, INC. 1Ne can mke DAIRY EQUIPMENT ,~wwooo WATER SOFTENERS SURGE _ Phone: 684-3261 Baldwin, Wisconsin z"ION DrJS i Y, OF REPORT ON SOIL BORINGS AND SAFETY & BU DiILIV 1ISION L,o D )STRY, P.O. BOX 7969 AB A:'JD PERCOLATION TESTS (1M MADISON, WI 53707 HW,, AN RELATIONS ( vHR 83.0911) & Chapter 145) -ATib SE ION: O NSHIP~Q: _ OT NO.: BLK NO.: SUBDIVISION NAME: N: F I orfw S rin field N. A. N. A. N. A. ~ 4' ~91 - OUN i Y: M t 1 ADD S. 5 nix Bi11 rueger lj(J;Route 1 Box 41, Knapp WT 54729 (715)665-2386 fSE DATES OBSERVATIONS MADE a c e CESCRI~TN: y.1 Residence 3 N. A. ❑New UIReplace AAr] l April 26. 1L9~1 1,,TING: S= Site suitable for system U- Site unsuitable for system (rl w `Q j _ UNVENTI fJAL: MOUNQ: IN-GROUND-PR E: S S IN-FILL oLDING TANK; RECOMMENDED SYSTEM (optional) F] s ®U [iiS U~ ❑ S ERU S ~u IS 0 Mound System - Percolation Tests are NOT required DESIGN RATE; If any portion or the tested area is in the k~r s. ILHR 83.09(5) (b), indicate: N.A. F„joodplain, indicate Floodplain elevation: N. A. PROFILE DESCRIPTIONS 30RING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NLfJIBER DEPTH IN, ELEVATION OBSERVED TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) IL vrz. S!l 0.hk M 1 B- - y 3,qc, 12-11 t}, `~_4r ; 2„ - 17 " 101C s/3 L 17"- 3^" Syn`~ie s 14 t x6 bray 3 'n,. _ ` p _^r rr r~ ~(LJ11 I~, `Jl' Y1 CU 11 C. ` ro IK"_ S`.l_ ~n to ! { S WN I;" .5-i K pits °~c u en, %I r_. 10 IC Z/t S 1 Z6" IOyle ~~3 1! r. •.bk m~~ u/Co1ob1~ O l0't Zb'_(cD" _`)lfo S S6 MSc my+e, C. a- PERCOLATION TESTS 7T7 DEPTH WATER IN HOLE TEST TIME DROP IN WWATER N H RATE MINUTES NiMOLF.3_ INCHES AFTER SWELLING INTERVAL-MIN. p I PER INCH 12 none 30 f - -3-- 24 30 _ _O s' PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe wh,At are the hori - .t:.ai and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all i~orings and the c recti& and-percent !and slope. ;YSTEM ELEVATION __._2ft. above Elevat (lft.(t0' being additional sana rn,, i with varien I C~~ 3M: 100. screw with' paint on . t! ash tree _ ; ` !vl A f i~c~)rings 1-4 dug with backhole hot.t APerc. holes 1axt: of 40 acres Fr \o t... 1 ,ro 0 tlr MAY 0 3 9.9" ST A t d rs ned, hereb y' at the soil tests reported on this form were made by me in tccord with the procedures and methods specified in the Wisconsin 'T F ^.inistr ve t t data recorded and the location of the test:. are correct to the best of my knowledge and belief. 4 vIG print _ TESTS WERE COMPLETED ON: Loretta A. Larrabee - April 26, 1991 i SS: i CERTIFICATION NUMBER: PHONE NUMBER (optional):' Route 3 Box 143, Menomonie WI 54751 #3-719 PK(715)235-4634 CST SIG?YATURE: >ISTRIBUT10N: Orlg,nai and one copy to Local Author i ty, Property Ortiner and Soil 'tester LHRSeD$395 (R. 10183) - OV r-R - FORM - STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER , ' M f)q u R TOWNSHIP SP I/Y~ Ld SECTION ~T ;2- N-R ~ W ADDRESS 01-7-1 ST. CROIX COUNTY, WISCONSIN SUBDIVISION LOT ---LOT SIZE PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM d, / Vic, 14 a INDICATE NORTH ARR W BENCHMARK:Elevation and description: .dames Alternate benchmark / SEPTIC TANK: Manufacturer: . /T-S^ Liquid Cap. Rings used: 0 Manhole cover elev:Y 7,,G.-?Final grade elev: 2 210 Tank inlet elev.: Tank outlet elev.: !~l44 No. of feet from nearest road:Front_)(_, Side , Rear Ft.. D From nearest prop. line:Front,)-(, Side , Rear Ft. I c/ No. of feet from: Well Building: (Include this information in the above plot plan) (2 reference dimensions to septic tank) SEE REVERSE SIDE y l 4, PUMP CHAMBER Manufacturer: lJc°S Liquid Capacity: Pump Model: .6-7 Pump/Siphon Manufact.: ~oeLjeAPump Size, B Elevation of inlet: Bottom of tank elevation eG, 0 7 Pump on elev.: ff- Pump off elev.:9/yFGallons/cycle: //5r Alarm: Man.:.5i--OSwitch Type:. Location Distance from nearest prop. line: Front, Side_, Rear_Ft. 2 r Distance from: Well f 7 f Building SOIL ABSORPTION SYSTEM Bed: Trench: Seepage Pit:- Width:- Length Number of Lines: _j Area Built Exist. Grade Elev. Proposed Final Grade Elev. 17, S Fill depth to top of pipe: 1"4--l No. feet from nearest prop. line:Front_X_, Side , Rear Ft , - -7-7 No. feet from well: L( No. feet from building me ~ HOLDING TANK Manufacturer: Capacity: _ No. of 'ngs used: Elevation of bottom tank: Elevation of 1 t. No. feet from nearest p line:Front , Side , Rear Ft. No. feet from: , building nearest road Alarm Man cturer: zJ INSPECTOR: DATE : PLUMBER ON JOB: LICENSE NUMBER : 6/90:cj Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT St Croix Safetytirnd Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATIONSE,SE,Sec. 23,T29-R15,Co.Rd. W 149125 Permit Holder's Name: ❑ City ❑ Village ® Town o : 3taat1 Plan 15 2 9 Wm. Krueger Springfield CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: 60 5~~~~ -nir a-0 034-1052-95 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Benchmark Septic.: ~n~C . I ~rGSf t. r. Dosing d Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet {Jj~ gs,yz- TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake NA Dt Bottom Septic / r 2,0 Dosing } '7&D ..8' NA -/Man. / Aeratkm- NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer 3 emand -T 4 3, oD~ F7 W Model Number ~S7 a GPM $6 Loss riction,51 Systemac TDH o,t TDH Lift F Head Forcemain Length -37 Dia. ~ Dist. To Well->/M SOIL ABSORPTION SYSTEM BED/TRENCH Width i Lengt No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS D E Manufacturer: SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEACHIN INFORMATION Type O CHAMBER Mo eNumb6T`~ OR UNIT DISTRIBUTION SYSTEM Header / Manifo Distribution Pipes j x Hole Size ( x Hole Spacing Vent To Air I ~ake / p ti~ S Length D Length Dia. Spacing Q SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over „ xx Depth Of xx Seede ded xx Mulched Bed-/Trench Center l Bed /Trench Edges 2 Topsoil ~j 1 U es ❑ No es No COMMENTS: (Include code discrepancies, persons present, etc.)~,,~ -tic, revision required? ❑ Yes 0-N Fvlglll?l Use other side for additional information. 11 g a o=4 SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: DILHR SANITARY PERMIT APPLICATION In accord with ILHR 83.05, Wis. Adm. Code C! STATE SANITARY PERMIT -Attach complete plans (to the county copy only) for the system, on paper not less than ❑ b J 7 8i4 x 11 inches in size. c eck I re Isio p evious application -See reverse side for instructions for completing this application. S T LAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. G " C16 PROPERTY OWNER PROPERTY LOCATION t/4 Y4, S 2 3 T22!, N, R .(3 Wor) W PROPERTY OWNER'S MAILING AD ESS LOT # BLOCK # del- / CITY, STATE ZIP CODE PHONE NUMBER / SUBDIVISION NAME OR CSM NUMBER . TY BUILDING: Check one) CITY , NEAREST ROAD 11 ( ❑ State Owned 22 VILLAGE : ❑ Public M 1 or 2 Fam. Dwelling-# of bedrooms ~L -PARCEL Ax NUMBER(S) III. BUILDING USE: (If building type is public, check T11 apply) 1 ❑ Apt/Condo 2 ❑ Assembly Hall 60 Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 80 Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 1130 Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. El New 2. ~ Replacement 3. ❑ Replacement of 4.0 Reconnection of 5.0 Repair of an System System Tank Only Existing System Existing System B ❑ A Sanitary Permit was previously issued. Permit # - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ® Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 12. 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 76 Feet 9 Feet 7, ~ VII. TANK CAPACITY Site in alIons Total # of Prefab. Fiber- Exper. INFORMATION Gallons Tanks Manufacturer's Name Concrete structed Con- Steel glass Plastic App New istin Tanks Tanks Septic Tank or Holdin Tank Q Lift Pump Tank/Si hon Chamber, tA) 0 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 MP/MPRSW No.: Business Phone Number: Plumber's Address treat, Pity, State, Zip Code): 2L r /,7z, IX. COUNTY/DEPARTM SE ONLY Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Tssuing Agent Signs No Stamps) / Approved ❑ Owner Given Initial Surcharge Fee) ' LS _ ~ Adverse D termin lion tv X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Yoursanitary,permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be submitted to the county prior to installation. 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested in ##1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 81/2 x 11 inches must be submittec' to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensio location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mairs/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation referern;e points; C) complete specifications for pumps and controls; dose volume; elevation differences friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. - - - - - - - - - - - - - - - - GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- - water'contamination investigations and establishment of standards. SBD-6398 (R.11/88) S T C - 100 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor,(spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. -----------------------T Owner of property / i f~L 0 - Location of property S 1/4 _,~F 1/4, Section , T_al_N-R/S--W Township S p r ; g Id T_ U Mailing address 4 -7 Address of site e Subdivision name--- Lot no. Other homes on property? yes No Previous owner of property U~ J') C yY Cq /fry- Total size of parcel 0 Date parcel was created /V'{ Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house)? Yes )-'No Volume and Page Number 7 bj as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER & THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I(we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. ,?7 3 1,,-70 , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of County Register of deeds as Document No...3, 2~(v2. S'gnatu a appl' nt Co-applicant 24 D"at '6f Signature Date of Signature a fR -i- 1 ky x i. 1. P l tte: S , IA~ ii'y.3Ft. yyk' Tj, x. ' .r 1, 44 ~ s r AA f i- tP I, `k m M, NO WIN, 5 M STC - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER ROUTE/BOX NUMBER B L/ FIRE NO. CITY/STATE 41 7!V f ZIP - PROPERTY LOCATION: ~~1/4 /4, Section , T27 N, R 1-~ W, r Town of , St. Croix County, Subdivision , Lot No. Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a LICENSED SEPTIC TANK PUMPER. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County Residents MAY be eligible to receive a grant for a MAXIMUM of $3000 of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of ALL NEW SYSTEMS agree to keep their systems properly maintained. The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. I/WE, the undersigned, have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin Department of Natural Resources. Certification form must be completed and returned to the St.Croix County Zoning Office within 30 days of the three year expiration date. SIGNED DATE__ St. Croix County Zoning Office St. Croix County Courthouse 911 4th Street Hudson, WI 54016 (715) 386-4680 Sign, Date, and Return to above address l IWOtM OF REPORT ON SOIL BORINGS AND SAFETY&BUILDINGS IfW~TYRY, DIVISION LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX 7969 N WI 53707 HUMAN RELATIONS (ILHR 83.0911) & Chapter 145) LOCATION: SECTION: TOWNSHIPFMA OT NO.: BLK. NO.: SUBDI VISION NAME: 1/4 S V 29 N/R15(or)W SprieN.A. N.A. N. A. COUNTY: SS: St. Croix Bill Krueger Box 41, Knapp WI 54729 (715)665-2386 USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: A TS: Residence 3 N.A. ONew apeplace Ao ri 1 24 1991 April 26. 1991 RATING: S= Site suitable for system U= Site unsuitable for system ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) ❑ S ®U CIS ❑U ❑ S MU ❑ S EU ❑ S DU Mound System If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: N. A. I` Floodplain, indicate Floodplain elevation: N.A. PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HES TO BEDROCK IF OBSERVED ISEE ABBRV. ON BACK.) 01K 3/3 5,1) 01 M Qbk m~ & 35" 93.40 3 IZ " Lo 17" Iv A9 3/s ~ M i E 5s '}.5 y2 5/$ + 111o Mo4r) 17''- 35" 5yn~(e roo S , B- S r C S J '7 5 14 e d Yr, C 3 Ql -q'' loin z!, s, i q"- t fs'' ioylp 44" z M e I rngf w~ a B- 0 `14'so~ Y1Une \go rock L2,6 10 49 W(, 5;1 w\ m 9-5~ y/ /o 50"- 7. S `I k 5%_j, k B- } u7 5 -4 g. SY$'~ Vc tl z/1 5. 1, 8"- Z.6" toyl~ O L r Zk,- „ - 1j~ cobble 1_ S V 12 S/ k a °/o Gad M e3- gE PERCOLATION TESTS as .7- S`1/~ % • ~q a6k "^o~r w1 wb ~s-7 7.s K4 Y i~ zs ; +Vo EST. DEPTH WATER IN HOLE TEST TIME DR I WA ER L V L-IN H S RATE MI UTE 2 qot NUMBER INCHES AFTERSWELLING INTERVAL-MIN. -PERIOD 1 PERIOD 2 PERI PER INCH P- 1. 12 none 30 rV r7 8 P- 2. 20 none 30 to 151/9 P_ % 7 3 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 rings and the cTirect'i6_nantT-percent of land slope. ~,r U~uk SYSTEM ELEVATION -1.58' above elevation (19" of fill sand)~~ I E I'nla, BM: 1 0 screw with paint o 6- ash tree r Bo iris -4 dug with backhole S E P,erci. holes i t r _ Pert pf 40 acre 3 ~ m D t f _ _ _ . cif G'?c:...._ _ r .0 16 i s~ _ Y,r_ ~ 1. 4 _0 A I— E t9 1, the undersigned, hereby certify that the soil tests reported on this form were made by me in ccord with the proce nd-5Aethods (gecified in t cousin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge d lief 0 v r~ f O2j. n O NAME print : TESTS WERE LE` N: - 7 v Loretta A. Larrabee April 26, 9`3 ~ ADDRESS: CERTIFICATIO ER: NE NUMB Iona)): Route 3 Box 143, Menomonie WI 54751 #3719 k(715 - 34 CST SIG ATURE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) - OVER - INSTRUCTIONS FOR COMPLETING FORM 115 - SOD - 6395 µ To be a complete and accurate soil test, your report must include: 1. Complete legal description; 2. The use section must clearly indicate whether this is a residence or commercial project; 3. MAXIMUM number of bedrooms or commercial use planned; 4. Is this a new or replacement system; 5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 8. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7. MAKE A LEGIBLE diagram accurately locating yourtest locations. Drawing scale is prefered. Aseparate sheet may be used if desired; 8. Make sure your benchmark and vertical elevation reference point are clearly shown, and are permanent; 9. Complete all apropriate boxes as to dates, names, addresses, flood plain data, percolation test exemption, if appropriate; 10. If the information (such as flood plain, elevation) does not apply, place N.A. in the appropriate box; 11. Sign the form and place your current address and yur certification number; 12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Soil Separates and Textures Other Symbols st - Stone (over 10") BR - Bedrock cob - Cobble (3 - 10") SS - Standstone gr - Gravel (under 3") LS - Limestone 's - Sand HGW - High Groundwater cs - Coarse Sand Perc - Precolation Rate med s - Medium Sand W - Well Is - Fine Sand Bldg - Building Is- Loamy Sand > - Greater Than 'sl - Loamy Sand < - Less Than '1 - Loam Bn - Brown 'sil - Silt Loam BI - Black si - Slit Gy - Gray cl - Clay Loam Y - Yellow scl - Sandy Clay Loam R - Red sicl - Silty Clay Loam mot - Mottles sc - Sandy Clay w/ - with sic - Silty Clay fff - few, fine, faint .c - Clay cc - common, coarse pt - Peat mm - Many, Medium m - Muck d - distinct p - prominent HWL - High water level, surface water Six general soil textures BM - Bench Mark for liquid waste disposal VRP - Vertical Reference Point 4 TO THE OWNER: This soil test report is the first step in securing a sanitary permit. The county or the Department may request verification of this soil test in the field prior to permit issuance. A complete set of plans for the private sewage system and a permit application must be submitted to the appropriate local authority in order to obtain a permit. The sanitary permit must be obtained and posted prior to the start of any construction. ST. CROIX COUNTY f WISCONSIN ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 li May 16, 1991.. Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Bill Krueger/Dan Tuvnes property, located at the SE 1/4 of the SE 1/4 of Section 23, T29N-R15W, Town of Springfield, St. Croix County, revealed that the soil in the area ob B-1 as reported by Lorretta Larrabee does not have sufficient soil for onsite sewage disposal. B-2 revealed 17"of suitable soil and B-3 was suitable to a depth of 21". . This site would be suitable for a replacement mound if a third pit could be found west of the tested area which has suitable soils. Should you have any questions, please feel free to contact this office. Sinc ely, James hompson Assist nt Zoning Administrator cj 1 a ~ ST. CROIX COUNTY s; WISCONSIN ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 May 30, 1991 Loretta Larrabee C/O Bowman Plumbing, Inc. 2819 Knapp St. Menomonie, WI 54751 Dear Ms. Larrabee: A follow up investigation of the Bill Krueger/Dan Tuvnes property, located in the SE 1/4 of the SE 1/4 of Sec. 23, T29N- R15W, was conducted on May 22, 1991. An additional soil profile, designated as B-5, was evaluated and was found to ha'Te 25" of suitable soil for onsite sewage disposal. This pit was located approximately 100' west of B-3 shown by Loretta larrabee on form 115 dated April 26, 1991. B-2 of that same report revealed 17" suitable soil which allows a replacement mound for this site with 19" of sand fill. Because of a somewhat concave slope between pits B-3 and B-4, the mound should be kept upslope near B-2, which is located on a a convex slope. Please include this letter with the previous onsite letter dated May 16, 1991. Should you have any questions, please feel free to contact this office Sincerel , James K. Tho Assistant ing Administrator cj ST. CROIX COUNTY ti WISCONSIN ZONING OFFICE 2. f s . ST. CROIX COUNTY COURTHOUSE t - 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 May 16, 1991 Division of Safety and Building , Bureau of Plumbing P.O. Box 7969 /4 U - Madison, WI 53707 Dear Sir: An on site investigation of the Bill Krueger/Dan Tuvnes property, located at the SE 1/4 of the SE 1/4 of Section 23, T29N-R15W, Town of Springfield, St. Croix County, revealed that the soil in the area ob B-1 as reported by Lorretta Larrabee does not have sufficient soil for onsite sewage disposal. B-2 revealed 17"of suitable soil and B-3 was suitable to a depth of 21". This site would be suitable for a replacement mound if a third pit could be found west of the tested area which has suitable soils. Should you have any questions, please feel free to contact this office. Sinc ely, James hompson Assist nt Zoning Administrator cj RECEIVED JUL 10 199' I I MIESER 81111ETi RT. 2 (Hwy. 10) MAIDEN ROCK, WI 54750 • 715-647-2311 • -FAX 715-647-5181 -Ole PIP g"IA1045 cic INN _ _ p~pA~1ZN7~N o S1fl~ . A/ v ~,/1/ 5-Y 10 e. O .5'61,1-7e4l 1~ /f 6 a V e -r.4 N k Jr lyt1h, _ K3,M 6 CEIVED JUL 10 199`: • !c Page ~ Of Straw, Marsh Nay, Or Synthetic Covering Distribution Pipe t~ Medium Sand r' "r Topsoil = F .:J r st D p~~+ Tc 3 E , -tiol q, Slope Plowed Force Main Bed Of z 2 2 pww' ( From Pump Layer 0 date PLAN , D 4$ ~ / p r 'gGS t~CPAR~~~ t N SAF E~ 1..~ g f . G€Cross Section Of A Mound System Using F; S`~ GpHA Bed For The Absorption Area , G J"p A Ft. H L-~ Signed: B -l f- Ft. - ~t~ 90 I Ft. J2, 77~ License Number: / Ft. Date: K j Ft. /a , c3 LJt.//S., 6 W.2&& Ft. ~L Observation Pipe j -K A I Force Main W ° From Pump r - ~Distribution Bed Of 2 2 Pipe Aggregate I Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area Page 0f.3 I Perforated Pipe Detail 0 End View )Perforated End Cop) PVC Pipe \e (i°O\5occa Holes Located On Bottom, W Are Equally Spaced -F PVG MpiN 1TE SEWAGE SYSTEM pWS, VIED ` N RELATIONS Distributior, 1DUAPTM 'T INDUSTRY, LABOR ANBD K ` Pipe ON OF Lost Hole Should Be Next To End Cop SEE CORRES End Cop Distribution Pipe Loyout P Ft. R S - X I? Inches Y 7_ Inches ~~G~ r~ Hole Diameter L' Inch Signed: x - Lateral Inch(es) License Number: ,3"~ Manifold Inches Date: Force Main Inches #of holes/pipe Invert Elevation of Lateralsy~rVFt. -116- PAGE OF rL PUMP CHAMBER CR055 SECTION AND SPECIFICAT-IUNS VENT CAP ~ kj 1"C.I. VENT PIPE f r7 WEATHER PROOF APPROVED LOCKING 25' FROM DOOR JUNCTIONI BOX MANHOLE COVER - , WiwDOW OR FRESH 12"MIU. AIR INTAKE GRADE ~ '4° MINI. I B" M I iJ. CONDUIT-- INLET 0NSITE SEWAGEPR IDES; AIR T' SEAL I i i I ' conjitio62, I APPROVED JOINT A I I APPROVED JC C. -I. PIPE t I I I W/C.I. PIPE I EXTENDING : EXTENDING 3' P; PC, R 0 ONTO SOLID SOIL B A LABOR AND I I ALARM ONTO SOLID „TRY, AN RELATION DE P r~ I MENT IN )U S t I I OF l I I oN ~ II E r CLEV. FT. SEE CORK PUMP OFF r D CONCRETE BLOCK RISER EXIT PERMITTED GNLy IF TANK MANUFACTURER HAS SUCH APPROVAL SEPTICE Plee1~_S SPECIFICATIONS DOSE TANKS MAMUFACTURER: NUMBER OF DOSES: _ PER DAy TANK SIZE: _ O e GALLOMS DOSE VOLUME ALARM MANUFACTURER: 5 ,T , -'Le e tgo INCLUDIAIG BACKFLOW: GALLOt MODEL NJUMBER: ZE Z /V W CAPACITIES: A= INCHES OR 2 7 GALLCK SWITCH TYPE: M e /P G L! RV 13 -J INCHES OR J~ GALLO? PUMP MANUFACTURER: ~a e- 11 e P C= IMCHES OR _L1 L- GALL01 MODEL NUMBER: _.t7 D=_ INCHES OR pi/10 ce- GALLOI SWITCH TYPE: _51-r--Led ff-0, IS- DID NOTE: PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATEa~GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. flo FEET + MINIMUM NETWORK SUPPLY PRESSURE 2.5 FEET + FEET OF FORCE MAIN X J(A_:V_FYoFT.FRICTIOU FACTOR.. t-27 FEET = TOTAL DyIMAMIG HEAD = /4,77 FEET INTERNAL DIMLWSIONS OF TANJK: LENGTH ;WIDTH ;LIQUID DEPTH SIGNED: LICENSE WUMBER: ZY/--5-ZY47 DATE: L~2 4r~ 6A W HEAD CAPACITY CURVE W W "57" - "59" SERIES d i 2s 4` \ 1 41/'6 6 20 I W .40529 ~ tb a z 4 J H 0 L 10 33/321. 1 N-s 2 -J 5 TOTAL DYNAMIC HEAD/ FLOW PER MINUTE EFFLUENT AND DEWATERING HEAD CAPACITY 0 UNITS/MIN FEET METERS GAL LTRS us 10 20 30 40 50 GALLONS 5 1.52 43 163 10 3.05 34 129 LITERS 0 80 160 15 4.57 19 72 FLOW PER MINUTE 19.25 5.87 0 CONSULT FACTORY FOR SPECIAL APPLICATIONS e Piggyback Mercury Float Switches *Available with special cord lengths of 15', available. 25', 35' and 50'. . Variable level long cycle systems *Alarm systems available. available. is Duplex systems available. Standard card length - automatic 9 ft. SELECTION GUIDE Standard cord length - non-automatic 15 ft. 1. Integral float operated mechanical switch, no external control required 2. Single piggyback wide angle mercury float switch or double piggyback mercury 57/59 SERIES Control Selectlon float switch. Refer to FM0477. Model Volts-Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075. M57/59 115 1 Auto 8.0 1 or 1 &7 - 4. See FMO712 for correct model of Electrical Alternator, "E-Pak". N57/59 115 1 Non 8.0 2 or 2 & 6 3 or 4 & 5 5. Sensor mercury float switch 10-0225 used as a control activator, with "E-Pa<' D57/59 230 1 Auto 4. 1 or 1 & 7 duplex (3) or (4) float system. E57/59 230 1 Non 4.0 2or2&6 3or4&5 6. Four (4) hole "J-Pak", junction box, for watertight connectionorwired-is implex or 2 pump operation, 10-0002. 57 Series - Wt. 27 -.3 H.P. 59 Series - Wt. 29 -.3 H.P. Two (2) hole "J-Pak", for watertight connection or splice, 10-0003. . CAUTION F or information on additional Zoeller products refer to catalog on Combination Starter, All Installation of controls, protection devices and wiring should be done by aqusllfled FM0514; Piggyback Mercury Float Switches, FM0477; Exectrical Alternator, FM0486; Mechani- licensed electrician. All electrical and safety codes should be followed Including the cal Alternator. FM0495; Alarm Package, FM0513, Sump/Sewage Basins, FM0487; and Simplex most recent National Electric Code (4EC) and the Occupational Safety and Health Act Control Box, FM0732. (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 3280 Old Millers Lane Manufacturers of ZAIZZLff O. P. 0. Box 16341- Louisville, Kentucky 40216 (502) 778-2731- FAX (502) 774-3624 Q[/A[/rr PUMPS S,vCE /939 40 5 2'9 4 'A. ' rn I- 1 HEAD CAPACITY CURVE 45/'- W W '&5711. '159" SERIES - I j W U. W • ~j 4 , 25 o r r .r: V, - 11 Nr'T 20 W I I 110-5-1,9 U 15 0 4 J h 0 Sills, 10 Nisi 31/71 t . 2- 5 TOTAL DYNAMIC HEAD/ FLOW PER MINUTE EFFLUENT AND DEWATERINO HEAD CAPACITY 0 UNITS/MIN FEET METERS GAL LTRS US 10 20 30 40 50 GALLONS 5 1.52 43 163 j 10 3.05 34 129 ' LITERS 0 80 160 15 4.57 19 72 FLOW PER MINUTE 19.25 _5_87 ' 0 0 II~ CONSULT FACTORY FOR SPECIAL APPLICATIONS i . Piggyback Mercury Float Switches -Available with special cord lengths of 15', available. 25', 35' and 50'. -Variable level long cycle systems if Alarm systems available. available. • Duplex systems available. Standard cord length - automatic 9 ft. SELECTION GUIDE Standard cord length - non-automatic 15 ft. 1. Integral float operated mechanical switch, no external control required 2 Single piggyback wide angle mercury float switch or doub:e Piggyback mvc-: r, 57/59 SERIES Control Selection noai switch. Awer to FM0477. Model Volts-Ph Mode Amps Simplex Duplex 3 Mechanical alternator 10-0072 or 10-0075. M57/59 115 1 Auto 8.0 1 or 1 & 7 - 4 See FM0712,for correct model of Electrical Alternator, •'E-Pak". N57/59 115 1 Non 8.0 2 or 2 & 6 3 or 4 & 5 5 Sensor mercury float switch 10-0225 used as a control aanator, with -E. Pa, D57/59 230 1 Auto 4. 1 or 1 & 7 - duplex (3) or (4) float system. E57/59 230 1 Non 4.0 2or2&6 3or4&5 6 Four(4)hole"J-Pak". junction box, for watertight connection or wired-in simplex or p 2 pump operation, 10-0002. 7. Two (2) hole "J-Pak". for watertight connection or splice. 10-0003. 57 Series - Wt. 27 -.3 H.P. 59 Series - Wt. 29 - .3 H. P. CAUTION For information on additional Zoeller products refer to catalog on Combination Starter, All Installation *'I controls, protection devices and wiring should be done by a qualified F M0514; Piggyback Mercury Float Switches. FMO477; Exectrical Alternator, FM0486; Mechani- licensed electrician. All electrical and safety codes should be followed Including I"e cal Alternator, FM0495; Alarm Package, FM0513. Sump/Sewage Basins, FM0487; and Simplex most recent National Electric Code (NEC) and the Occupational Ssfety andHealt', Act Control Box. FM0732. (OSHA). RLC I VE L, RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump UL 1 0 '191~ a - ~ j A. II i,i• i~ 3280 Old Millers Lane Manufacturers of Z ELLER ZAOF. P 0. Box 16347 • Louisville, Kentucky 40216 O (502) 778-2731 • FAX (502) 714-3624 Qu~urr PaMVS ,5'vcE My - i FPF,"rR OF DEPORT ON SOIL BORINGS AND SAFETY & BUILDINGS ISTRY, DIVISION 3707 N r•)n AND PERCOLATION VESTS (115) MADP.O.ISON, WI BOX 537969 707 ;l!'✓,>1N RELATIONS (ILHR 83.09(1) & Chapter 145) /j " , O li N: SE TI N: ITIWINSHIP00000MOOM: OT NO.:BL.K-NO.: SUBDIVISION NAME: 'i4 SF !/4 / 29 N/R15 t(or)t rin field _i N.A. N.A. N.A. :Ck ; Y: MAI L1 N AO R SS: St. Croix Bill Krueger Rotzte 1 Box Sri, Knapp WI 54729 (715)665-2386 fSE - DATES OBSERVATIONS MADE DESCRIPTION ERCOLATION IT ~_'ftesidence ❑New aReplace 3 N:A. Aoril 24, 1991 „ril 26, M ATING: S- Sate su.table for system U- Site unsuitable for system _ ROUND-PRESSURE OLDI TANK INGD ~ : RECOMMENDyD SYSTEM:(optinnal) *rYSTEM per, T~~ .'MES. E]V IN-GO S all a -IN-FIL IH a X X X Mound S stem 1 r,~la<ion Tests are NOT required DESIGN RATE: If any portion of the tested area is in the r s. ILHR 83.03(5)(b), indicate: N.A. Floodplam, Indicate F!oodplain elevation: N.A. " PROFILE DESCRIPTIONS IRING TOTAL _ ' HT R UNiYA"ER-INCHES CHARACTER OF ;OIL WITH (HICKNESS,COLUH, TE -i'jA , AND O'c'T 1"'ER DEPTH IN, ELEVATION OBSERV D TO BEDROCK IF OBSERVED p(ISEE ABBRV. ON BACK.) w,l_ ON IZ1 ~i^ l.L11 I014K 3iz Q. M 4h~. M i~ 3t,O. .T 17•S'. 3.5 S y 0 -2 _ iojlZt~~/,fit rl,~_•(p •+~lu 2 M 1 en~~' i i J)tiff C~4- tiC+ C)r1(~ ~O„ r`r(no~.5 IK (.:uS S'(., hn In~ ..7 '5A 'ILI T : .y yrtS _ 3G'- 3(_" 7. 5 VK '4/b 1 Ss 1= e~bk fix d e- 3 s/ + "/o V u n~ ji~ `!hVP (~I S~t1 Z4i1 Ioj ~/3 5,11 a r•s •.6k M~rv ' i; 1 j. I ~1 O I ,l Y fr/ Z6~_ a7 IK 4/(. S_ mSt v~r a~/Ct11>le A2k PERCOLATION TESTS -------T•- ~ Es DEPTH , WATER IN HOLE TEST TIME DROP IIN WATER 1. V H RAT MINUTES UMBt.P. INCHES AFTERSWELLING INTERVAL-MIN. PERIOD I PER PER INCH ' 12 none 30 ' 20 none 30 I r~ 5 4 8 nnnp 'y 24 40 Y.~._ !'LAN: Show locations of percolation tests, soil borings and the dimensions of su:t , soil areas. Indicate scale or distances. Describe what are the hori- .nd vertical elevation reference points and show their location on the plot plan Snow the surface elevation at all t~,orings and the direction and-percent Mope. A i, - .:wII F9 I a SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Western Regional Office 2226 Rose Street LaCrosse, Wisconsin 54603 GALE SMITH Owner: BILL KRUEGER 3228 HWY 170 RR 1 GLENWOOD CITY WI 54013 KNAPP WI 54749 RE: Plan Number S91-40529 Date Approved: July 22, 1991 Gallons Per Day: 450 Date Received: July 1, 1991 Project Name: KRUEGER, BILL Location: SE,SE,23,29,15W RESIDENCE Town of SPRINGFIELD 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 PETITION - REPLACEMENT MOUND Inquiries concerning this approval may be made by calling (608) 785-9348. S H O 6423 (H. 01/91) SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations GALE SMITH Page 2 Sincerely, rn GERARD M. SWIM Section of Private Sewage Division of Safety and Buildings PPP039/0009n/39 cc: BILL KRUEGER X Private Sewage Consultant S11D-6423 (R. 0 1/81i ' Y 1 SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Bog 7969 Madison, Wisconsin 53707 State of Wisconsin Department of Industry, Labor and Human Relations July 19, 1991 BILL KRUEGER ROUTE 1 KNAPP WI 54749 Plan I.D. No. S91-40529-P Dear Mr. Krueger: Re 9411 Krueger - Residency Private Sewage System SE,SE,23,29,15W Town of Springfield, St. Croix County, WI Your petition for a variance to section ILNR 83.23 (1)(d), Wisconsin Administrative Code, has been reviewed. The rule being petitioned requires a mound system site to have a minimum of 24 inches of suitable natural soil. The variance requested was to install a replacement mound system on a site with 17 inches of suitable natural soil. The following cements were made in the petition analysis: 1. In reviewing the petition, it was noted that the request was similar to other petitions accepted by this department under petition numbers S89-03304, S89-03318, and S90-00072. 2, Based on the precedent established by the previous petitions, this petition for variance is being processed as permitted by Wisconsin Statute Section 101.02 (6)(g). Departmental Action: Approval. SBD 6928 i R. o"I j ^ I SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Bog 7969 Madison, Wisconsin 53707 State of Wisconsin Department of Industry, Labor and Human Relations BILL KRUEGER Page 2 July 19, 1991 This approval is granted with the understanding that all of the petitioner's statements and any conditions of approval cited above will be carried out. Prepared by: ar im Plan Examiner Private Sewa "Sec ti on (608) 785-9384 Departmental Signature: !r ' Date: V t 'r Meyer, rc ec j+ Director, Office of Divisio4 Codes and Application GS:46wpp2 Enc. ! cc: Leroy Jansky, Private Sewage Consultant - District 6, Chippewa Falls Thomas Nelson, Zoning Administrator -rst. Croix County Gale Smith; MP #5690, Maiden. Rock E r SRD NA I B1) n . ST. CROIX COUNTY WISCONSIN h J ' "hs 1''>~ ;.ter. ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON WI 54016 (715) 386-4680 May 30, 1991 Loretta Larrabee C/O Bowman Plumbing, Inc. 2819 Knapp St. Menomonie, WI 54751 Dear Ms. Larrabee: A follow up investigation of the Bill Krueger/Dan Tuvnes property, located in the SE 1/4 of the SE 1/4 of Sec. 23, T29N- R15W, was conducted on May 22, 1991. An additional soil profile, designated as B-5, was evaluated and was found to have 26" of suitable soil for onsite sewage disposal. This pit was located approximately 100' west of B-3 shown by Loretta larrabee on form 115 dated April 26, 1991. B-2 of that same report revealed 17" suitable soil which allows a replacement mound for this site with 19" of sand fill. Because of a somewhat concave slope between pits B-3 and B-4, the mound should be kept upslope near B-2, which is located on a a convex slope. Please include this letter with the previous onsite letter dated May 16, 1991. Should you have any questions, please feel free to contact this office. Sincerel , • / 1 James K. Tho Assistant ing Administrator cj k ST. CROIX COUNTY WISCONSIN le. h= ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 May 16, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Bill Krueger/Dan Tuvnes property, located at the SE 1/4 of the SE 1/4 of Section 23, T29N-R15W, Town of Springfield, St. Croix County, revealed that the soil in the area ob B-1 as reported by Lorretta Larrabee does not have sufficient soil for onsite sewage disposal. B-2 revealed 17"of suitable soil and B-3 was suitable to a depth of 21". This site would be suitable for a replacement mound if a third pit could be found west of the tested area which has suitable soils. Should you have any questions, please feel free to contact this office. Sinc ely, James hompson Assist nt Zoning Administrator cj ~ER4 6E-X1, S. P./5`c6J.,_ cva-~ » of ! c'-- en An 0- 0 /",Q,/ -?~j -"L/P /60 - cl / 7'1 guy-~aC~-r .~~u c✓ ~ ~~`✓-a~-e ut~~-1.~ 110 C~ _ _ SAFETY & BUILDINGS DIVISION 'r State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Western Regional Office r 2226 Rose Street LaCrosse, Wisconsin 54603 i GALE SMITH Owner: BILL KRUEGER j 3228 HWY 170 RR 1 GLENWOOD CITY WI 54013 KNAPP WI 54749 I i i RE: Plan Number: S91-40529 Date Approved: July 22, 1991 Gallons Per Day: 450 Date Received: July 1, 1991 Project Name: KRUEGER, BILL Location: SE,SE,23,29,15W RESIDENCE Town of SPRINGFIELD County: ST CROIX k 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 j 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. i 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. I 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 general plumbing or in Chapters 50-64 set forth in Section ILHR 82 for of the f Wisconsin Administrative code. 4j 1 This approval is for the following components only: - REPLACEMENT PETITION - REPLACEMENT MOUND Inquiries concerning this approval may be made by calling (608) 785-9348. F SHD &129 i H. 01/911 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations GALE SMITH Page 2 Sincerely, e GERARD M. SWIM Section of Private Sewage Division of Safety and Buildings j PPP039/0009n/39 cc: BILL KRUEGER X Private Sewage Consultant 1 i i i' j i I S110 618318. O1191i i 1 SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Bog 7969 Madison, Wisconsin 53707 State of Wisconsin Department of Industry, Labor and Human Relations July 19, 1991 BILL KRUEGE-R ROUTE 1 KNAPP 111 54749 Plan I.D. No. S91-40529-P Dear Mr. Krueger: Re: Bill Krueger - Residence Private Sewage System SE,SE,23,29,15W Town of Springfield, St. Croix County, 'III Your petition for a variance to section ILHR 83.23 (1)(d), Wisconsin Administrative Code, has been reviewed. The rule being petitioned requires a mound system site to have a minimum of 24 inches of suitable natural soil. The variance requested was to install a replacement mound system on a site with 17 inches of suitable natural soil. The following comments were made in the petition analysis: 1. In reviewing the petition, it was noted that the request was similar to other petitions accepted by this department under petition numbers S89-03304, S89-03318, and S90-00072. 2. Based on the precedent established by the previous petitions, this petition for variance is being processed as permitted by Wisconsin Statute Section 101.02 (6)(g). Departmental Action: Approval. SBD 6928 (R. 01 /61 3 SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Bog 7969 Madison, Wisconsin 53707 State of Wisconsin Department of Industry, Labor and Human Relations BILL KRUEGER Page 2 July 19, 1991+ This approval is granted with the understanding that all of the petitioner's statements and any conditions of approval cited above will be carried out. Prepared by: ia nm Plan Examiner Private Sewa Sec ti on (608) 785-9334 Departmental Signature: Date: - .r eyer, ,rc c Director, Office of Division Codes and Application GS:46wpp2 Enc. cc: Leroy Jansky, Private Sewage Consultant - District 6, Chippewa Falls' Thomas Nelson, Zoning Administrator - St. Croix County Gale Smith; MP #5690 Maiden Hock SBD 68~ i~~Ii81~ i