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CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner OWEN J JR & MICHELLE I JUDGE O - JUDGE, OWEN J JR & MICHELLE I 1046 COULEE TR ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 1046 COULEE TR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.500 Plat: N/A-NOT AVAILABLE SEC 8 T28N R1 8W 6A PRT SE NW S 32 RDS OF Block/Condo Bldg: E 30 RDS Tract(s): (Sec-Twn-Rng 401/4 1601/4) 08-28N-18W Notes: Parcel History: Date Doc # Vol/Page Type J 07/23/1997 91$/29-1 07/23/1997 ~11115152 i t J~ 2005 SUMMARY Bill Fair Market Value: ssessed with: 143174 255,200 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.500 80,000 178,000 258,000 NO Totals for 2005: General Property 5.500 80,000 178,000 258,000 Woodland 0.000 0 0 Totals for 2004: General Property 5.500 40,000 125,300 165,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 222 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 011ING AS BUI LT SAN I TARY SYSTI M RI-PORT OWNER (TVAil 41"LLe~ TOWNSHIP (nhc•-L- - S1.(:'. N-R I~ W ADDRESS Pr.2 60X ST. CROIX COUNTY, WISCONSIN SUBDIVISION LO'T LO'T ti 1 ,fit? PLAN VIEW Distances and dimensions to meet reduirement-~ of- 11 b3 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM 1 Y~Z A !s- i Cr ~ d - ~INDICATF NORTH ARROW - h ae 1 d 7--r C a BENCHMARK: Describe the vertical reference point tfsed- r.~e (66~ fivl'er Y'OW, ,42 E::l or C-1 cir-= r3~ 1 2 zvatif-~n of vertical reference f point: (_p_6c 4v - proposed .;Iope zit ite SEP'TLC TANK: Manufacturer: l.i(111Ld Capacity: tce~ Number of rings used: Tank manhole cover eLev:it ion: Tank Inlet Elevation: 'l'ank Out Let ]levation: Number of feet from nearest Ro;d: Front, 0 Side, Rear Z(~ n l [ ~ 1 t. From nearest property line Front ,0Side,~Rear_, 3 - iee t Number of feet from: well 10 building:j (Include this information of the above ph)Y i,L,in){ rc'f'rc'Jlf'f' t1!Iln`ft i+ll`t ~i ~,i•i,il Ir ( :tl<.) PUMP CHAMBER Manufacturer: We-,-5C4- Liquid Capacity: 75 f Pump Model-: 1"ey lv Pump/Siphon MajuiI i Curer: Pump S i Z C 2 "gyp Elevation of inlet: o: Bottom of tank elevation: Pump of I switch elevation: c Gal Ions per c cle: Alarm Manufacturer: ~j T l~CfyU 5 S A] arm Switch Type: aYl ~l e~~J line: Front, Side, Rear, It ?~~rr Number of feet from nearest property - Number of feet from wef l : ( ~o Number of feet from building: t 05- (include distances on plot plan). SOIL ABSORPTION SYSTEM Bed: Trench: Width: Length: Number of Lines: Area Bu.i I t Fill depth to top of pipe: Number of feet from nearest property line: Front, &~idc , O Kepi r,01't .-W - Number of feet from well: -2 IS` Number of feet from building: GU Le- Sl~~l (Include distances on plot plan). SEEPAGE: PIT Size: V4 Number of pits: 1)iameter: , Liquid depth: - Bottom of ('lL'v,it iml: Area,Built : Has either a drop box 0 or distribution box 0 been used on any of rite above 5oiI absorbtion sytems? (Check one). t2L HOLDING TANK 3 elf Manufacturer: Capacity: Number of rings used: 1?fev;ition of bottom of tank: Elevation of i -ulet Number of feet from nearest property line: Front, O Side, O Rear, n Ft. Number of feet from well: Number of feet from building: Number of feet from nearest road: Alarm Manufacturer: Inspector: Dated: yy Plumber on jo _ License Number: ` 8/4 :111 DEPARTMENT OF INDUSTRY, LABOR & HUMAN RELATIONS INSPECTION REPORT FOR P.O. BOX 7969 PRIVATE SEWAGE SYSTEMS SAFETY & BUILDINGS MADISON, WI 53707 DIVISION BUREAU OF PLUMBING ❑CONVENTIONAL IX ALTERNATIVE ❑ Holding Tank Slate Plan LD. Number: ❑ In-Ground Pressure ® Mound uraalynedl NAME Oi= PERMIT HOLDER. ADDRESS OF PEgM1T HOLDER: John J Miller R. R. INSPECTION DATE BENGHMAgKIPF.ae,e,eneQ 2, Box 97, Roberts, WI Polo') DESCRIBE IF DIFFERENT FROM PLAN. _SE Section 8, T28N-R18W, Town of Kinnickinnic REF. PT. ELEV. CST REF PT ELEV Na... Lmbei. - MP/MPRSW No.. County Paul Cudd 2 739 Sanna y Permit Number SEPTIC TANK/HOLDING TANK: St. Croix 54963 IMAN IF ACTURER: LIQUID CAPACITY. TANK INLET ELEV. A . /1 TNK OUTLET ELEV WARNING LABEL `,Y ` PROVIDED'. LOC~K.{ING COV R BEDDING JL' (j : VENT DIAL ,3 PROAD VENT MATL.. HIGH WATER ll II YES ❑NO YEES❑NO ALARM NUMBER OF ROAD: PROPERTY WELL'. ❑YES O C f ❑ FEET FROM euILDING ENT rO FRESH lRuyl Fr g NO NEAREST 7 J f L IV DOSING_ CH MBE R: (J~ ~M ANUFA:'.:- BEDDING . LIQUID CAPACITY PUMP MODEL PU MP; SIPHON MANUFACTURER ~w~~' E_ ~NO WARNING LABEL LOCKING COVER YES C A 1 I P OVIDED. PROVIDED: iGALLONS PER CYCLE: PUMP ANDCONTRO soGPERATIDNAL `4 f YES ❑NO YES ((DIFFERENCE BETWEEN NUMBER OF PHOPERTV wELL FIND PUMP ON AND OFF) LI BUILDING VENT TO FRESH YES ❑NO FEET FROM AIR I LET SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing NEAREST-~ - sc~! 0 /'a , or excavation. (If soil can be rolled into a wire, construction shall cease until FORCE DIAMETER the soii is dry enough to continue.) ''ri RIAL AND n4ARKINC; CONVENTIONAL SYSTEM: MAIN , BED/TRENCH WIDTH LENGTH ND OF -7 DISTR. PIPE SPACING COVER DIIVIEAISIONS TREN S INSIDE DIA MATERIAL: -PITS I,IT LIQUID )f `T GRAVE: I1 FILL DEPTH DISTR. PIPF DEPTH: BELOW .'IPES ABOVE C[~~,H ELFV INLET DISTR. PIPE DISTR. PIPE MATERIAL- NO. DISTR PROPERTY E. NUMBER OF PIPES WELL. LEV END BUILDING'. VENT TO FRESH I FEET FROM I LINE' AIR INLET MOUND SYSTEM: NEAREST---~ Mound site plowed perpendicular to slope and furrows thrown Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM Upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA- YES ❑NO meets the criteria for medium sand. TIONS MEASURED. SOIL COVER TEXTURE PERMANENT MARKERS. OHSER NATION WELLS DEPTH OVER ]ENCH/BED CENTER DEPTHOvERTHE CH.BEO YES ❑NO LJ`Y ❑NO EDGES DEPTH OF TOPSOIL ES SODDED S SEEDED HED ~ ❑YES O PRESSURIZED DISTRIBUTION SYSTEM: YES ❑NO MULCYES ❑ND =DIMENSION CH WIDTH LENGTH NO.OF 3 LATERAL SPACING GRAVEL DEPTH BELOW PIPE S rRE Es FILL DEPTH ABQVE covER MANIFOLD PUMP MANIFOLD S ELEV.. ELEV DIA DISTR. PIPE MANIFOLD MA TERIAL. NO DISTR. DISTR PIPE DISTRIBUTION PIPE MATERIAL & MARKING. ELEVATION AND ELEV PIPES DISTRIBUIION ~.3 Dla INFORMATION HOLE slz HOLE SPACING DRILLED CORRECTLY 7/ eCOVER MATERIAL. VERTICAL LIFT CORRESPONDS TO APPROVED Y YES / PLANS V ES PERMANE TMARKERS: ❑NO LPYES OBSERVATION WELLS ❑NO NUMBER OF PROPERTY WELtL: BUILDING'. FEET FR ES ❑ NO ES ❑ NO N EARESTOM LI S 2 / S /r(`d :i-Sl Sketch System on Reverse Side. v3 Re in county file for audit. SIGNA Er :)ILHR SBD 6710 (R. 01/82) nnE. Wisconsin APPLICATION FOR SANITARY PERMIT D I L H R St . Croix COUNTY mEnT of (PLB 67) UNIFORM SANITARY PFERMIT # oevHHT I1OUS TRV,LRBOR&HUMRn RELRTlonS -Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8'hx 11 inches in size. -See reverse side for instructions for completing this application. PLEASE PRINT PROPERTY OWNER MAILING ADDRESS John F. & Patricia A. Miller Rt. 2, Box 97, Roberts, WI 54023 PROPERTY LOCATION SE 1/4 NW 1/4, s 8 , T 28 N, R 18 E (or) W TOWN \XXX oX Kinnickinnic LOT NUMBER BLOCK NUMBER SUBDIVISION NAME NEAREST ROAD, LAKE OR LANDMARK STATE PLAN I.D. NUMBER 9116 30 TYPE OF BUILDING OR USE SERVED EX 1 or 2 Family Number of Bedrooms. 3 ❑ Public (Specify): THIS PERMIT IS FOR A: 4~ / 7 ❑ New System ❑ Tank Replacement ❑ Repair Replacement Soil Absorption System ❑ Revision ❑ Privy Alternate System L-1 Reconnection ❑ Petition for Modification IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK. ❑ Seepage Bed ❑ Seepage Trench ❑ Seepage Pit ❑ Holding Tank ❑ System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy ❑ Existing, For Which A Previous Permit Is On File, Permit # issued ❑ An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions. Total # of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity Lift Pump Tank/ r Holding Tank capacity Manufacturer: IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: Mound ❑ In-Ground Pressure Total # of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity ~~C7C1 Lift Pump/&mftonr, ?12amber / G} Manufacturer: PERCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY: (Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet): ~r . 7 / Private ❑ Joint ❑ Public I, the undersigned, hereby assume responsibility for inst n of the private sewage system shown on the attached plans. Name of Plumber (Print): Signa MPRSW No.. Phone Number: Paul R. Cudd 39 (715) 425-2049 Plumber's Address: Name o Designer: Rt. 5, Box 364, River Falls, WI 54022 Art Wegener COUNTY/ DEPARTMENT USE ONLY Signature of Issuing Agent: Fee: Date: ❑ Disapproved C, s 4/ +j L~ Owner Given Initial k Approved Adverse Determination Reason for Disapproval: Alternate course(s) of Action Available: DILHR-SBD-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber INSTRUCTIONS FOR COMPLETING THIS PERMIT APPLICATION, PLB 67 - SBD 6398 To be complete and accurate the permit application must include: 1. Property owner's name and complete legal description, please circle the appropriate municipal government unit, (whether this is in a city, village or town); 2. Indicate specifically what type of use is served, if public is checked indicate type of use (i.e. 10 unit apartment, 30 seat restaurant, etc.); 3. Complete the block for conventional or alternate system depending on system type, check all appropriate boxes or blanks. 4. Indicate the design percolation rate listed on the 115 soil test report, the number of square feet required by code and the number of square feet to be installed; 5. Complete the section on water supply; 6. PRINT the name of the master plumber or master plumber restricted who will install the system, circle the appropriate license classi- fication, place your license number in the space provided and sign the permit in the signature block; 7. Please place the plumbers business phone number in the blank provided, if there is a problem or question this will speed review of the permit; 8. Change of ownership or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to installation. Failure to comply will void the sanitary permit. 9. This permit may be renewed, and at the time of renewal any new criteria in the Wis. Adm. Code will be applicable. 10. A new permit will be needed if there is a change in, estimated wastewater flow, (number of bedrooms, etc.), location of the system, depth of the system, type of system. 11. All revisions to this permit must be approved by the permit issuing authority. 12. A complete plan including a plot plan, drawn to scale or with complete dimensions. 13. Horizontal and vertical elevation reference points that are permanent and clearly shown. 14. Piping detail including pipe size, separating distances, distances between beds if appropriate, tank locations, effluent line from tank(s) to system, building sewer and vent observation pipe(s). 15. The permit issuing agent may require a cross section drawing of the effluent disposal system. TO THE OWNER: This is valid for two years. Changes in your building plans or locations may require you to obtain a new permit. Private sewage systems must be properly maintained. Have a licensed pumper clean your septic tank whenever necessary usually every 2 to 3 years. If you have questions concerning your system, contact your local code administrator or the Bureau of Plumbing, DILHR, State of Wisconsin. r E4:.v'e tm_, F , 'r ~ _ <3. ~i „ i-, ' ~ p•. Ems, f MW R F VER FALLS, I Y54022 (715) 405-0164 EN'-;;_ EERING-SURVEYING-BUILDING DESIGN (715) 4-25-0165 A TTN : DATE V CC: y` r suBj:,*CT VFE ARE ENCLOSING THE, FOULO%NgNG ITEMS: NO F _COPIES DESCRIPTION i SENT TO YOU FOR THE FOLLOWING REASONS: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED j_j INFOP.MATION DESIRED [f❑'FOR YOUR USE ❑ APPROVED AS NOTED ❑ EETURN Ci COPIES ❑ NOT APPROVED ❑ FOR REVIEW AND COMMENT ❑ KOZEL, WEGERER & ASSOCIATES, INC. BY: Department of Industry, Labor and Human Relations Division of Safety & Buildings L=HR Bureau of Plumbing P.O. Box 7969 ~ oEVCwaTmenT oc °'n°"STRYLRB°g6""rrW4n" `QT'°ns Madison, WI 53707 Tel. (608) 266-3815 IN ALL CORRESPONDENCE REFE TO cF T. ,.X 1 IDEN TIFICATIONANO. NAME OF PROJECT VINM -RI ATE SEWAGE ONLY - ~ENERAL PLUMBING PLANS Fee Received: LO ATION [Priority Plan Review Only CITY ORI TOWN C04NI~ Examination of plumbing plans and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulations shown on the plans. Please review your code for the requirements of each code section noted. The licensed plumber responsible for this installation shall keep at the construction site one set of plans bearing the department's stamp of approval. The installer shall also notify the appropriate inspector of when required inspections are to be made. To thn Pyept installation nag- net; be96in wltl;in twe yeaias 48this da approval will hp vnid an In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan omissions or examination oversight, and reserves the right to order changes or additions if necessary. This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit requirements of the city, village, township or county in which this installation is to be mace. Failure to obtain local permits will automatically void this approval. Sincerely, f For Private Sewage Syst= is Only, This approval is valid for vo gaMmes Sarg t years or it will be valid u: it Bureau Dire or the expiration cafe of the sanitary permit. AN RE IEWED BY: DATE:2 cc: DPS - OWS Owner H & R & Rec. San. Sedtion Local PI Plumber Bur. of Health Fac. & Services County Other OILHR SBD-6099 (R. 05/82) Page 1 of 6 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE FOR So tt t-3 Y-1 I L_ L _Z_ zox 3-1 LOCATED IN THE ~E1/y0F THE Nw~/~/OF SECTION 8 T N, R 18 W, TOWN OF 1t~N}J~C~ctNN lC , sT- C2pix COUNTY, WISCONSIN. INDEX PAGE 1 of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW-CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PA GE 6 of 6 P-UlvT PERFORMANCE CURVE PREPARED FOR ~=A Ll-S ~ GU 1 . 5 q O Z PRFPA FtED BY KOZEL, ;'1EGE:ii AND ASSOCIATES BCX 74 421 NORTH MAIN STREET s,.••4il•aloes, RIVER FALLS, TdI. 54022 ccC N CHARLES KOZEL ' ~Al * E-09415 RIVER FALLS, A `,at 10 WIS. `f..O, A r ~1- Job it- PLOT PLAN PA ~E z of - F~ CNOT Pt~P~R~/ lyue~ Scale Bz 8►~l~Z+ 31 ~~n 101.9 ~ ~PL ot. P-7 t' Sa ~xisr. ~rcNtt CTo 3 ~ P F'rR'~io w~~ v~ i ~S~LL loo0 6s~-4, EkusT, l-LAJ S~Rr~ G L.. _ NRP S i° ~I NOTES I P 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install cast iron pipe 31 onto undisturbed soil both sides of each tank. 3. Install permanent markers at end of each lateral. ( Y required) 4. Install 4" observation pipe with approved cap. ( Z required) 5. Septic tank to be _ ~ooo gallon capacity as manufactured by 6. Bench Mark- Elevation 'E~3*1 .ELIAC0,01av?aPOF CoK.)C aUz, h WhLL ~z' . "an z - EL. 1(36, t' t SUP -~,F 1-6ooD FEaJCE POS-7 ZS` %UEST` C4=- 3- 1 Page 3 Of 9 11 of Strow"'Marsh Hay, Or ~ P P I -'ZvEb Synthetic Covering , Distribution Pipe 1=Lt- xi - ~oS.S Medium Sand _ H tG Topsoil I lope. 212 Force Main Plowed Trench Of Z e From Pump Layer ggre~pte t~ '33 E~rt Section Of A Mound System Using F o•1-) 4T. Trenches For The Absorption Area G ~T- A 3 Ft. H l S B G3 Ft. I ~q_ Ft. s J Ft. K Ft. L 9\ Ft. W L{3 Ft- L I d B Ebrvation Permanent Force Pipes ~ Markers - - s - l - - Main From ~ - - - - - - - - - - - Pump W ribu ion Trench Of Z' VDis t t 2 2 Pipe _ Aggregate JUN 2 61984 Mound Using ? Trenches For Absorption Area Pertoraied Pipe Deioll /End View ~PCrtOf O1[L Znc Lap h PVC PIp[ KP_QYlANEFO- Y7AR1~...c"N2 1 ovl`'ce uo,r• Locoted Or, 5oitor V~~o~ ~c II Q PVC Forc[ Moir, From Pump PVC ,1 Monilold Pip[ O%S tom'` ~J~S 11 IbU11DJ/ \ ~ P i p e • I ~ Lost Hoi[ ShoUtd be~ r,[LS to End Gov Q c End Cap Distribution rtR`_ CLoVOUt S X ►~a lh 14 F_2~ th. Hole Diameter ~Jy Inch Lateral- ) l/y Inch(es) Manifold Z Inches 611N 2 Force Main Z Inches as4P t'; NoLES PLR 1?- l ti g 1 T~v T EU&M. OF i-LS _1,FT q 1 4 Y U U li P1~Prei✓ koL~S I rT Z~/ `,7 ; 1 Zp~ 168 , zl6 , Z6y , 31? , 360 PUMP CHAMBER CROSS SECTION AND SPECIFICATIOAIS VCUT CAP `i"C.I. VENT PIPE APPROVED LOCKING WEATHER PROOF JUNCTION BOX MANHOLE COVER - 25' FROM DOOR, WIMDOW OR FRESH 12 MIU. F,{? INTAKE ~ GRADE Mill. ~LIrV. 9\ -0 - ~ 18" M►u. CO►JDUIT \ X11 + F'RQV1 Q E i IIJLET ELEV. aa-0 1I AI i~'`~'~•=:~~ ~ I ~ I APPROVED J01NT5 APPROVED JOINT A " ~a 4 6~Y~ i I I W/C.I. PIPE W/C.z. PIPE Z\0A5 EXT E N D I IJ G 3' ALARM EXTENDING 3' \ N _ ONTO SOLID SOIL Oh1T0 SOLID SOIL B ' P~ '~h ~ , I1 I C OIJ ELF-V_ FT. PUMP OFF a D CONCRETE BLOCK ~c`• RISER EXIT PERMITTED OFJLy IF TAUK MAtJUFACTURER HAS SUCH APPROVAL coo t SPEC.IFICATIOMS DOSE TANKS MAQUFACTLlVF-R:~-f0'ESEZ ` ' NUMBER OF DOSES: PER DA-'J TAIJK SIZE: sC) GALLONS" DOSE VOLUME OW= S GALLONS IMCLUDIKIG BACKFL ALARM MANUFACTURER: MODEL IKIUMBER: "CAPACITIES: A= \ '-l)S INCHE5 OR 317 GALLOK15 SWITCH TtiPE: g= INCHES OR - GALL01J5 PUMP MANUFACTURER: ~E \-t-s CQ C,= WCHES OR GALLONS MODEL MUM6ER, \✓J R~ S D= ~$Y INCHES OR GALLDUS SWITCH Ty,,-'E: ET 0 )DOTE: NPUMP A~JD STALLEDALARM ARE O CIRCUITS MINIMUM DISCHARGE RATE `f GPM VERTICAL DIFFERENCE BETWEEU PUMP OFF AND DI5TRIBUTIOti1 PIPE._ \s-s FEET + MImIMUM NETWORK' SUPPLY PRESSURE . . . . . . . . . _ 2.5 FEET -1- 2~S FEET OF FORCE MAIN X 'z9 F "IFLFRICTIOAI FACTOR__ FEET TOTAL DJUNMIC HEAD = Z8' FEET U1Hrl~--TER ~9.S 4 uZ11 INTERNAL DIME-MS10NS' OF TANK: LENGTH ;WIDTH ;LIQUID DEPTH `i I3o-r~rl }'c\Z = 3.It/X. X9.15 USbI in3. Z31 = ?-1. S GRL~1~1. - i 510 11 CONSTRUCTION FEATURES Power Cord-Single phase cord is 20 ft. Power Cord long with SJTW insulation and has molded on grounding-type plug. Plugs directly into Cord Seal standard receptacle, requires no control Bushing \ box. Used with ALC orAWS level controls f I_ for automatic operation. Potted Cord Seal Bushing-Cord is potted into steel Leads Capacitor Housing connector with polyurethane resin for leak proof seal. X cord nut and rubber grommet clamp the cord into the bushing. Cord can withstand a pull of 100 lbs. without loosening connection. ;ff Motor- Permanent split capacitor-type is i oil filled for best heat transfer and bearing and seal lubrication. Operates at 3450 RPM and has built-in automatic reset overload protection. ( Motor Housing Motor voltage 200 or 230 volts single phase also ' 115 volts for 1/2 HP size unit. Pump Shaft }k Capacitor Housing -A separate housing permits mounting of the permanent oil capacitors. Can Bearings ; replace capacitors without dismantling motor Motor or pump. Motor Housing -Cast iron stator is pressed in for Mechanical best heat transfer and alignment. Seal _ Fasteners Impeller - Bronze, Tornado non-clogging type. Has back pump out vanes to protect seal and Motor r - •L JI r~-l reduce thrust. Bottom Mechanical Seal-Heavy duty type has carbon Plate and ceramic faces lapped to a flatness of one ' light band. Spring and all seal parts stainless Impeller I 9r- ' ' steel- Rubber seal bellows is Buna N. Volute Case -Cast iron has 3/4" full open volute' to pass solids. Support legs provide proper Volute - clearance for pump inlet. Case Bearings - Lower ball bearing takes radial and ! E, down-thrust loads. Upper sleeve bearings take radial loads and have thrust washer to absorb any up-thrust. Corrosion Resistance-All iron parts are coated PERFORMANCE CURVES inside and out with baked-on epoxy paint. All ~;c z - machined surfaces are re-coated with epoxy -77 _ after machining. \NHRE SERIES EFFLUENT PUMPS fY y. s a ~R7 ~+r _ y'-~ •scr - ~v=d.;,CAPAGIFTY LIFTERS PER MINUTE..-YSr.,'sr p 170 ~-10~ I 1 y - - - J.-I ~Ol~ 4E _80 , 'yo.,l pz _ ,JUN 2 ~ 1984 LU wtigF,o~ Z 70 Wy SF I ~ 1+ .n ~ 5 w 60 r ! ,t i s r ~ ES t - u~ r 16 < 50 40 30 _ 20 j -4 # I r T F e _ zt: '7 4 0. 40-.-.r~~-.:✓60--"80l ' CAPACITY GALLONS PER MINUTE- l pl ~ . ST. CROI X COUNTY ~ +y~y WI SC O N S I N ZONING OFFICE - 796-2239 (HAMMOND) 425-8363 (RIVER FALLS) HAMMOND, WI 54015 SeptembeA 20, 1984 Madeey C. Lundeen GitbeAt, Mudge 9 PoAteh 110 Second StAeet Hudson, WI 54016 Dean Mt. Lundeen: In ttuponse to youh coAAe,5pondence o6 September 7, 1984, I wtt attempt to ceaAi.6y your questions regarding the John MitteA septic system. On June 15, 1984 John MitteA was issued a v.iotation noting a 6aiti,ng aseptic system. He was in v,iotation o4 6.2 o4 the St. Croix County Zoning Or- dinance, 144.24(10)(d), Wisconsin Statutes, and ILHR 83.02 (18)(2), which de6.ina a 6aiQ,i.ng system in the 6ottow,ing wotcdts : "The dis chawtge o6 sewage to the u t6ace o6 the ground or to a drain tite". At the time the v.iotation was issued, there was ittegat discha,%ge o6 sewage to the ground. The probtems with this system ~shoutd have been noticed by ponding, indicating the dis choAge. TheAe6ore, in my opinion, the system couf-d not be teamed "in good wotch ing condition". You may reach LeAoy Jansky at 13 East Spruce Stheet, Chippewa PaPX,s, WI 54729. His te.2ephone nu.mbeA is (715)723-8786. Shou,F?d you have any 6uAtheA questions tcegaAdi,ng this subject, ptease 6eeC 6ttee to contact this o64ice. S.ince,tety, T omas C. MMettson Assistant Zoning A dm,inisttcatott GILBERT, MUDGE & PORTER ATTORNEYS AT LAW WILLIAM J. GILBERT " TELEPHONE ROBERT W. MUDGE 110 SECOND STREET 715-396-5W JOEL D. PORTER HUDSON, WISCONSIN 54016 k 612-436-5834 'BRADLEY C. LUNDEEN September 7, 1984 Mr. Thomas C. Nelson Assistant Zoning Administrator con St. Croix County P. O. Box 227 1030 Davis Street Hammond, Wisconsin 54015 Re: John and Patricia Miller Dear Mr. Nelson: I have been retained by John and Patricia Miller regarding problems with their septic system. Their offer to purchase states that the septic system was in "good working condition". The offer also states that the seller had no problems with the septic system. I understand that by letter dated June 15, 1984, you notified the Millers that they had a "failing septic system". I would like you to write me a letter detailing exactly what was wrong with the septic system. I would also appreciate your opinion (1) whether the septic system was in "good working condition" on September 1, 1983 and (2) whether the seller would have noticed any problems with the septic system prior to September 1, 1983. If you should have any questions please call me. Thanks for your anticipated cooperation. Sincerely yours, GILBERT, MUDGE & POR Bradley. . Lundeen r BCL/sc cc: John & Pat Miller P. S. I would also like to know how I might reach,Mr. Leroy Janski, State On-Sight Waste Specialist. I would also like to know whether and to what extent Mr. Janski has knowledge of the old "failing septic system". BCL Department of Industry, Labor and Human Relations Division of Safety & Buildings Bureau of Plumbing P.O. Box 7969 pEPRRTfTIDILHA T WV 0USTRV.LR00 GN MgnR LRT1 S Madison, WI 53707 Tel. (608) 266-3815 QG` IN ALL CORRESPONDENCE REFER TO PLAN IDENTIFICATION NO. NAME OF PROJECT 00- ~R ATE SEWAGE ONLY PLUMBING PLANS Received: -''~ENERAL LOLATION Priority Plan Review Only CITY OR TOWN COlUa y Examination of plumbing plants and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code, the plumbing plans and specifications are approved .contingent upon compliance with the stipulations shown on the plans. Please review your code for the requirements of each code section noted. The licensed plumber responsible for this installation shall keep at the construction site one set of plans bearing the department's stamp of approval. The installer shall also notify the appropriate inspector of wner required inspections are to be made. To the avant installatinn h& s ,alaornyal will he yoiri anri nai In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects -in plans or specifications, plan omissions or examination oversight, and reserves the right to order changes or additions if necessary. This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit requirements of the city, village, township or county in which this installation is to be made. Failure to obtain local permits will automatically void this approval. Sincerely, For Private Sewage Systems Only: l~L This approval is valid for two qBuyears or it will be valid until gt the expiration date of the initial reau Dire or sanitary permit. LAN REVIEWED BY:r DATE:, cc: DPS - OWS Owner H & R & Rec. San. Se tion Local PI Plumber Bur. of Health Fac. & Services County Other DILHR SBD-6099 (R. 05/82) Pa ° 1 of MOUND SYSTEM FOR A _S_ BEDROOM RESIDENCE FOR So PJ 1 _l I LA- i~2 R z~ o x 9't 2~a{=~-~S, ~1 S~l~Z3 LOCATED IN T- ~-E%/c/OF THE Mw)/~/OF SECTION a T N, R 18 W, T G1N OF rc:N~~ cct NN 1 C J Cn lX COUNTY, WISCONSIN . INDEX PAGE 1 of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW-CROSS SECTION PA GE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of F`JTT PERFORMANCE CURVE FREPAQED FOR Qu L_ C~;z~ mil L~xa S 2vv~ S Z- P? EPA :ED BY KOZEll AND ASSOCIATES BCX 421 NORTH MAIN STR.EE'`' ♦++°°O • rI VER FALLS , W1. 51022 .•~~~5 C N S/ P lot CHARLES * KOZEL E-09415 a RIVER FALLS, a .s WIS. ~3, l1 • e, S/0NAL E~° so Job rr?>1/-83 PLOT PLAN PA GE NoT ~~a?`~~ LJ'~~) Scale 1"=t4'0' ~t DIY ~ r o > FU NR~ COy~Itio s►~ Z A j v~ S~ne 't~lz ~~ST. LtrJ Q~p~ - 8H 1^.~.L 3 iy NOTES P I 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install cast iron pipe P onto undisturbed soil both sides of each tank. 3. Install permanent markers at end of each lateral. ( required) 4. Install 41' observation pipe with approved cap. ( ? required) 5. Septic tank. to be ova gallon capacity as manufactured by 6. Bench Mark- Elevation T1 )E" ,JOO.o'o~T~POF i LOCrc !)P-,L< r- r--; ',F Pane 9r" 9 I of Stro 0"Morsh Hay, Or FIPPRovE~10 Synthetic Covering Distribution Pipe E;LEv- Medium Sand Topsoil F 4 1 lope: i " i" Plowed Trench Of '2 - 2 z Force Main 4 From Pump Layer ggreq~te T `Section Of A Mound System Using F o•~~ Trenches For The Absorption Area G \ ~T- A 3 Ft- H S r~- B o3 Ft. I l` _ Ft Ft. K Ft. L 9 \ Ft. ,t ~~t - : - w 43 Ft. L i I J ~ -B -K j , Obser-wotion Permanent - - Markers - PiD-PI Force - - - - Main From +7 i ------1-- J Pump -T--- - - - - - - W b Distribution Trench Of - Z 2 2 I Pipe _ Aggregate Mound Using Trenc;^.es For Absorption Arec P rfor01ed Plpe D' / Enc V- rrferoleC ~ - / PV, F:vr tI P~_~ lP>J=IJT t-;%,RK/--k Inc Cow', % uo;rs locoled Or, 50110m. l Jo, ,c -ys :,rr Eauolly Svoced ~S PVC Fo.ce Main Fr"m FumP PVC GL MonilolG Fier ?v, ost HOIe StICUIC ^c~ I A N,.1 Jo End Cc[' En^ Cao Disiributlon mt ILovou1 ~`"Y -~0 T• c AI~ 4a to f 14 i h )J Hole Diameter _ Inch Lateral Inch(es) Manifold Z Inchon rF , t,.4` Force gain Z Inches If FL z `7~ t~~IbB~ z16t~ , - PAGE OFD PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS VEIJT CAP 9"C.I. VFMT PIPE I WEATHER PROOF APPROVED LOCKING JUAICTION BOX MANHOLE COVER > ?-5' FROM DOOR, WINDOW OR FRESH 12 MIU. Alai INTAKE GRADE IB1 MIIJ. CO►JDUIT F'ROVI.pE ~ THEFT es.O AI TIGHT 5.EAL, III ~j~ yl, •y'~` i i I I A APPROVED JOINTS APPROVED JOINT A 4y t III 1n/ C.=. PIPE (i ~ ..~`4~~ I III WIC.?". PIPE / ALARM EXTtNDING 3' EXTENDING 3 ONTO SOLID SOIL ONTO SOLID SOIL B t~N6 r , II I F I OM ELEV o FT PUMP-~ OFF i D>~ u CONCRETE BLOCK 6 k I RISER EXIT PERMITTED OL1Ly IF TAtJK MANUFACTURER HAS SUCH APPROVAL 3 SPECIFICATIONS DOSE TAIJKS MANUFACTURER:wl ESEZ 06_V_~~V-ZS'NUMBER OF DOSES: PER DAU TAtJK SIZE: SS) GALLONS DOSE VOLUME vTe INCLUDING BACKFLOW: lS ° GA'~LONS ALARM MANUFACTURER: S'S I MODEL CAPACITIES: A=)S'NC IFS OR '17 GALLONS 71 SWITCH TYPE: g = INCHES OR GALLONS PUMP MANUFACTURER: G = ? INCHES OR GALLOA!S `AODEL NUIy DER: ' D= INCHES OR GALLONS SWITCH Ty:'E: IJOTE: PUMP AND ALARM ARE TO 5e. 3-~ INSTALLED ON SEPARATE CIRCUIT] MINIMUM DISCHARGE RATE GPM VERTICAL DIFFERENCE 5ETWEEK1 PUMP OFF AND DISTRIBUTION PIPE.. \'_S'S FEET } MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2.5 FE.ET ~S FEET OF FORCE MAIN X 2.Z9 FYoFTF9ICTI0i,1 FACTOR-- FEET TOTAL DyAJAMIC. HEAD = 7 Q' F E.ET - INTERNAL DIMLMSIONS OF TANK: LENGTH ;WIDTH --;LIQUID DEPTH. A 510 11 CONSTRUCTION FEATURES _ Power Cord - Single phase cord is 20 ft. -Power Cord long with SJTW insulation and has molded on grounding-type plug. Plugs directly into Cord Seal standard receptacle, requires no control Bushing \ box. Used with ALC or AWS level controls for automatic operation. j Potted Cord Seal Bushing-Cord is potted into steel Leads_ Capacitor Housing connector with polyurethane resin for leak proof ! I~ seal. A cord nut and rubber grommet clamp the cord into the bushina. Cord can withstand a pull of 100 lbs. without loosening connection. i mss;, Motor- Permanent split capacitor-type isE oil filled for best heat transfer and bearing and seal lubrication. Operates at 3450 RPM and has built-in automatic reset overload protection. Motor voltage 200 or 230 volts single phase also Motor Housing 115 volts for 1/2 HP size unit. Pump Shaft Capacitor Housing-A separate housing permits. I ~ mounting of the permanent oil capacitors. Can :;;Bearings replace capacitors without dismantling motor Motor or pump. Motor Housing-Cast iron stator is pressed in for . Mechanical best heat transfer and alignment. Seal {j Fasteners Impeller- Bronze, Tornado non-clogging type. Has back pump out vanes to protect seal and Motor ~ reduce thrust. 'i Bottom Mechanical Seal - Heavy duty type has carbon Plate i t,~ t s 19 and ceramic faces lapped to a flatness of one sue' light band. Spring and all seal parts stainless Impeller steel. Rubber seal bellows is Buna N. Volute Case-Cast iron has 314" full open volute to pass solids. Support legs provide proper Volute clearance for pump inlet. Case Bearings - Lower ball bearing takes radial and e 4 down-thrust loads. Upper sleeve bearinas take radial loads and have thrust washer to absorb any up-thrust. Corrosion Resistance - AII iron parts are coated PERFORMANCE CURVES inside and out with baked-on epoxy paint. All machined surfaces are re-coated with epoxy after machining. tic wHRE sues EFFLUENT PUMPS _ ~ 3==y.-.CAPACr7Y LITERS PER MINUTE _ . r~ r+t t _ a =100 150-250 ..900..;-350 - :r - Y _ 110 32 s I CC _ '0 i ~h I z - 60 gFsl"F { w c I bC~s 1 9 I 76 r ~t °r t x_ ~ 40 k '12 30 ~ZS 1 i. j 1 'd eft 20 _ J ✓60-.+. 60 .`t loo ' n MINUTE C' "rl' GALLONS PER INUTE' 'l Wisconsin Department of Industry, PLB-1 INSPECTION REPORT Labor & Human Relations Safety & Buildings Division Bureau of Plumbing Name o remises Date an T.Il--go Street City County Sanitary Permit W' Master Plumber Firm Name dress Journeyman Plumber Address wner Address t - - t • P' -...~.-,......~«m.,~..~..,.~..~.......~.,.~...,....~~ n... .q , _._.,.,...m _.__._,....,..._.,_....M......._-a......~..~w ..,_.~........._.,E _...w~..a.e.,...~....~......, ,_..».a. ~.a . "•f -.,,..'.:..5..-.,e,..,.~.,..e ~ N ~,z j,',,. ~ r _ W i r e~,»- .......m....., a a,....,...,.~ ...ti. ~..e,....,®.,...P.,.... - a ter, X4 f,l f /J I R .i 4 t Discussed with- Signature ( )See Attached. DILHR-SBD-6192 (R.10/82) Signature of Dist. Plumbing - up. n} i e Waste pec1a ts, - Inspector Local Inspector Plumber or Responsible Party Owner