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002-1087-80-100
Parcel #: 002-1087-80-100 osi27/2007 11:07 AM PAGE10F1 Alt. Parcel #: 34.29.16.5050-10 002 -TOWN OF BALDWIN Current X ST. 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 O -JOHNSON, HENRY F &CARLA M HENRY F & CARLA M JOHNSON 2424 60TH AVE WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description " 2423 60TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 23.510 Plat: 3966-CSM 14/3966 SEC 34 T29N R16W PT NW SW & SW SW BEING BlocklCondo Bldg: LOT 1 CSM 14/3966 LOT 1 23.510AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-29N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 07/24/2006 830353 WD 09/22/2003 740794 2415/520 EZ-U 05/02/2003 719877 2228/344 WD 09/17/2002 690625 1979/324 ALC more... 7f1f17 CI InAMeRV Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/26/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.000 32,700 263,000 295,700 NO AGRICULTURAL G4 15.010 2,600 0 2,600 NO UNDEVELOPED G5 0.500 100 0 100 NO AGRICULTURAL FOREST G5M 4.000 6,800 0 6,800 NO Totals for 2007: General Property 23.510 42,200 263,000 305,200 Woodland 0.000 0 0 Totals for 2006: General Property 23.510 42,200 263,000 305,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Kne endorf, Brent Baldwin Townshi SST BM Elev: Insp. BM Elev: BM Description: , s3r~ [ t v o . oc; f Lr r~ . L:c', s/mil ~~ ~% C ~~' y~-+; i`-~''1 ~. TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing r ~ '~ ~_ - , ~ ~, ~ G C~ Aeration Holding TANK SETBACK INFORMATION ~ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing , ~~ Aeration Holding - _ PUMP/SIPHON INFORMATION ~ Manufacturer c, ~ ~~ Mosel Numoer ,.~ _ ~~-- ~- C: a TDH Lift Friction Loss System Head Forcemain Length Dia. Dist. to W~ 1 Dt lv ~- SOILABSORPTION SYSTEM Pw ~-`--~~ ' r~ ~GPM~ G N G T ~ r-- ELEVATION DATA County: $t. Cr0]X Sanitary Permit No: 405120 0 State Plan ID No: Parcel Tax No: 002-1087-80-002 STATION BS HI %G"Sh FS ELEV. ~•d Benchmark ~ ~ ~N ~ ~UO . ~ It. BM ~~ _. -- Bldg. Sewer '~~ Q , -1 ~' 7 SUHt Inlet ~ , / ~Q. G qyl. SS SUHt Outlet ~ ~ d ~~ Dt Bottom ~ 3 ~ `/! ~ ~ Header/Man. y ~ S ~ ~G, -~ Dist. Pipe s N •5''a ~"~. ~'i O ~• /LQ.~e~ Bot. Syste 0 s lit s 1 S. 1 ib u• d S /oo•~ Final Grade J ~S~ /v J' U~- / O St Cover <~ af-,r .S rl S- 8 RA. o 4i9 .u 1 ~' ~ , ` BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ .-- ~~- SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR ~~ Type Of System: `J ~ r r r __ UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold ~~ Length ~ ~ ~Dia_~ Distribution Pipe(s) ~ ~~ ~ rr s 1 Length 31 ~.~ Dia X ~i Spacing 3~ x Hole Size I t~ ~~'., x Hole Spacing ' ~ ~=% Vent to Air Intake l ~"~~- 501E COVER x Prpesurp SvsfPmc Oniv YY Meund Or At-Grade Systems Only Depth Over ~ Bed/Trench Center ~ Depth Over 8ed/Trench Edges f f xx Depth of Topsoil ~ xx Seeded/ odded xx Mul ed n N ~ Yes [] No o ~j e ~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:10 / ~. /~ Inspection #2: ~d / f /~ Location: 2424 60th Ave Baldwin, WI 54002 (/SW 1/4 SW 1/4 34 T29N R16W) NA Lot 1 Parcel No: 34.29.16.505010 ~c;e.. (~ccsp+-,_.h c ~(SiE,~~~ C~Ui '~ (iU~{r ~i.~v~-.f~~~,{~~~~cy~~ ,,,~~ 1.) Alt BM Description = ~T; ~~"-'(Z~- 2.)Bldg sewer length = Z~%~` /, .`Tc~' l-% ` ~ ~ S L,.~-y~~ t'"`"~''~`~ .Z J~- -amount of cover = ~ -----rsz~.,~ .1 ,~J ~ ~ t ~'l B t.,r 62 /~ 3.) Contour = 9q - Cr ---- = " t / F' ,. v'c~ ~i i C. -~`-' -{- t~ t r ~,.._!n h a? ,,_ ~ ~ ~ NL - ~' ~ -- ~, ~ ~ l~ -- ~lE ~ P. -~ ---, - __ Plan revision Required? ~'. Yes _ I No ~ ~ ~ ~ `se other side for additional information. ~ ~Z ~ ~ ~ ~~_ - - - ---- Date •- In~pctor'sSignatur~~ ~ 6710 (R.3/97) --// • _ _ .. _ a ,/ N . ~ .~ U 04?23!02 TUE 10:38 F.a\ 715 386 4686 ST CR\ CO 'LON11~G ~ ppZ Safety attd Buildings Division County -~ ~ ' ~ 20t w. Wttshitlgtan Ave.. P.O. Box 7162 ~ ~ ~2c-, )( `S''C~»~' j~ Madison, WI 53707 - 7162 ~ Y v z Site Address ~ ` 2 ! t 4 ~~Lr, De artmenf of Commerce - - - S3/ L ~ / { Sanitary Permit Application Sanitary Pcrtnit Number in accord with Comm 83.2l. Wis. Adnt. Code. pcrsomd infortatttion you provide G ^ Chxk if Revision ~O / I ~O 1>c trend for Law, s15. ] m I. Application Information -Please Print All Information tc Plan IY7~~ umbe,~ ~ ~~1 !'N Property Owaer's Name I ~ P 1 Number ~ ~ ~ ~ d~,~ ~ ~. ~ z ~~~~7 -~- Property Owner's Mailing Add ~ A P ro rty Location /~ ~~ ~ ~S v cz y/~_ TY e / I G I ~J i4 S ~4i: S ~ 7 T ~ 7 N. R / ~o E City, State Zap Cade ne Z ING OFFICE La umber Block Number , sbSZ Subdivision Name CSM Number II. Type of $tu7ding (cLeck ail that apply) f~ ~Ciry ~r 2 Family Dwelling -Number of Bedrooms - - Village U Public/Commercial -Describe Use n T 1 ' ' -- bt ~ ~ ~ ( ` ~ d ` ownship /3 j4 (~ ~ '~` s- -. - X s7 7 u~t i ~ stau Mn ~ Nearest Road ~t /~ III. Type of Permit: {Check oalp one box on line A (num6e ' eme for internal ttse}. Complete line $ if applicable) A' 1 ~ New 2 ^ Replacement System 3 ~ Repiatxmetg of 6 ~ Addition to For County rue stem Taut Onl E ' S stem B- ^ Check if Sanitary 1'crmii Prcvioasly Lssued Permit Nutnber G ' Date Issued N IV. Type of Perrnit: (Check aU that apply)(ntrmbering scheme is for internal ase) 44 ~ Non -Pressurized In-Grotmd 2I~ Mound 47 ^ Sand Filter 50 ~ Constructed Wetland 22 ^ Pressurized in-Ground 41 ~ Holding Tank 48 0 Single Pass S I ~ Drip Line 45 ~ AL-Grade d6 ~ Aerobic Trea~ent Unit d9 ~ Recirdilating 30 ~ Ocher V. rsalr"IYeapnent Area Information: __ Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed / Rate(Gals.lDays/ Ft) ~"~ s/~S (Ntin./Irrch) cvl~ axon /D/- ~' ~'~ C ~3 . ~ ° ~ 1, U ~a s~ ~" lv~, ~ ~ 1~~, ~ yI, Tank j~'p Capacity in Gallons .Total Gallons Nutnbcr of Tanks Manufachrrer ~/z / _ /I ~---~~ Prefab Coacrerc Sitc Constructed Steel Fiber Glass plastic New Existing / ~-~-C_ Tanks Tanks Septic or Bolding Tantc t _ ~ ~ ~U ` t , / Z .' ~' Lu tt' _. Dosiag Chamber U U I r \ VII. Responsibility Statement- I, the ed, 9c~..ti. responslbitdty (or iastallation of the P'OWTS shown ou the attached plans. Plumber's Name (Print) Pl s Sigttature MP/tvIPRS Number $us'u~ess Pbonc Number v ~ .S it ~ ~ ~- r ~ ~ 3 ~/ ? s~ '1 i 5"= G ~~ - ~ / ~ ~ PI is Address (Street, Ciry, tact, c) - ~ ~~~z~ S ~' C ~' Jan l'~ ~ 'll~ ~ `ll ~ ~~ ~C ~~ ~ t ~ ~ , ~~ ~ ~~ 3 vln. cunt 1De t Use ot>! Approved ^ Disapproved ~~Y Perrnit ~ (includes Groundwater Dau Issued is nt Signatu o Stamps) ^ owner Given Initial Adverse Surcharge Fee} ~/ ,7~( ~ l /~ ~ ~' ~/3 /~p _ ~~yy ~ G~+~Y., Determination - T d J G i IX. CozSdiLions of ApprovaUReasoas for Disapproval ~ G~ ,Q'~ >-u- .sue. - Gp~°2e'-~,~.`.d ~i'~2ti.' w ` .-P Y ,, . Y la~n ,ae~d ~,k~s ~ .-~ a.L7 /~~l B~~-aJ~•v~c.Ll 6~- ~-. ~f-,~~Gid-x..c.~- / .Ilace~n'. ~ a~ ~~~~.- on- ~-~~ ~~ ~ wtlach pau ptttna (to the c for the .yet on paper ttat less toad dui : r r tacuea m stze SBD-b398 {R. os~a1> ~ ~.~.~ ~l `/ J y • PLOT PLAN Scale 1 "= 60 '• Page 3 of 7 ~1 a~ ~t- z z~~ ~S~ goo • 1 a- 111 ``I CA~vlnv2 ~'1.. °1g • 0 ~ ~ ~ ~UTI~'01'"1 0'F CS,''~ ~ `I11 U' g13 ~I `I~~O ~ __ `111 ~S~- y '~~ 'z~ ~ H ~\/ ~ J ~~ 2 ~ wo g-Hi{•I ' ~o w ol- eu~~~- '~ o~Z ~l s'rv~-t3 ~-t s -°c~ss`S1 ,~ ~ • ~ ~ ~~ 3 ~ `, `~ ~ ~ '~~' b ~' No ~ ~ ~ i o ~ ~ p'I ~~ ~~ ~ ~ 70' o~ y'~P~C v~ w • ~Z'` euu~~ k W ~.~ $wl~'F'j•- ~L. tOU.~'UlU `1~~rfiG~~ :~i~~~}tirl f 'vC. L''L1~~. ''~1S~i~Lz- F`h1C~~ t~CJ~7~• ~~ }F'L_ NZ 100-S' ,; - 6 ° ;;.. ~ ,, ~~ ~ 4 a u.~ S~ i t 1-0 NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). • 3. Septic tank to be 1'Z~bb/boo gallon capacity manufactured by w l ~ ~~Z e.o,v ~lz .: ~,, l ~-goo z-~3~z.. r t ~-,-t-R, . 4 . $ench marks : Spv A-ROV~ ~ divert surface water around system to prevent ponding at the uphill side. isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commeme. state.wi. us/sb www.wisconsin.gov Scott Philip E February 14, 2002 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/14/2004 A7TN: POW7S Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 _ ~ ~~ i ~ n ~.~? ~. ~~~ ~ ~ ~x ~~~z ~_. 3T Ci?`~!~ ....~,:.~ d1pM~F~-Qi7FG1tIF `~._ /r;` j V ' ..~m,~..- Transaction ID No. 708189 SITE: Brent & Lisa Knegendorf - 60~"' Avenue St. Croix County, Town of Baldwin SW1/4, SW1/4, S34, T29N, R16W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 829274 Please refer to both identification numbers, above. in all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/Ol). • A Sanitary Permit must be obtained from the ce~:ttty where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction instal lation/operation. Owner Responsibilities: • A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. P.O.W.T.S. Conditionally Annn ~ ARTt-IUR L WEGERER Page 2 2/14/02 Owner Responsibilities Continue • Any activities noted in the approved management for this design relating to evaluation and monitoring of mechanical POWTS components after the initial installation of the POWTS, must be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state slats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this Letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~~~~ " " Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4:00 pm j swim@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 r TITLE SHEET Page 1 of `7 FOUND SYSTEM FOR A ~ BEDROOr1 RESIDENCE This plan has been prepared in accordance ~~ith the I•iound Component Manual SBD-10691-P and the Pressure Distribution P•Ianual SBD-10706-P (N.O1/O1) (N.O1/O1) LOCATED IN THE Sw 1 /4 OF THE SW 1 /4 OF SECTION 3~ , T Z~ N, R L (~ ~,I, TOWid OF ~~~~-,Jl~ S~-_ Ct~.o ~~(' COUNTY, WISCONSIN. -~~Y ! of-:~S-M ______ --_ INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEI'i I-Ir~i~AGEi~1ENT PLAid PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIE~7-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUI•ZPING CHAPiBER CROSS SECTION PAGE 7 of 7 PUrlP PERFORI.1AiVCE CURVE PREPARED FOR _ ~3R.~T_ _ f~iW C1S1n __~c:.iU~~Z7_~1Zi F 9~ ~~~ ~~ w mow l l_t_E; hi 1 _ S u o Z£i _ ; _ ~r ~~ ~® ~~~ °~ ~~ • O~` PREPARED ~l . WEGEFcER SL3 S L .TEST = NG AND . DES I Gil S~RV = CE P.O. Box 74 421 IZ.ifain St. River Falls, [dI 54022 'ltq~N Phone 715-425-0165 ~ eee~ ~h Fax 715-425-6864 ~~ ~~~'~'~ ~ ~~y.......~~y ,r l9~ ~~' +: ~ } ARTS.+~.a ~ L wEi]'c: is A ~ ua~~~ E1,1SwORTH, w DEPARTMENT OF COMMERCE ~ ~.~ DIVISION r AFETY A D BUILDINB$ ~a~®®'~9Q ~ ~N~ Z-l,~~oZ SEE CORR ONDENCE _ JOB N0. ~~--~-~ mound System Management Plan Page Z of Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank' ~ ~D~~a d The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the `septic tank shall be disposed of in acc r e with NR 113, Wis. Adm. Code eratin condition of the septic tank and /~ out e i er s s d ve 3 ears b inspection. The outlet filter shall be cleaned as neees sure proper operation. The filter-cartridge should not be removed unless provisions are m m y ug o e i er when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if . the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank; if the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pum-o Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent.quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure testis performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual - arid local or state rules pertaining to system maintenance and maintenance reporting. ~61J _1~b9,1- P No one should ever enter a septic or pump tank since dangerous gases maybe present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, V/is. Adm. Code when the tanks are no longer used as PO~VTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertieht u~cn the completion of service. P.ny opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at `-j, LS - 3$b- ~(.,$•p ST C~I~C ' The system installer at _ -Z.~S- (~QQ _ ZZrj~, S~vG The tank manufacturer at $C~Q=3,Z,S_$~S(~ 1til~L1Z The effluent filter manufacturer at rQ~p- ZZ~ ~ S-1~Z. Z.~3LZ. The pump manufacturer at b 3O -S ZA - ~[~~$ Cj pUt_,~ S • PLOT PLAN •page 3 of 7 Scale 1 "_ ~~ ' 3oTt''owt UF- c-C~ ~t LpO.U ~ N ` O~ ~~ ~1 (3w~tt z- Z~~ ;S;ti 00 • a- ` \`,1 ~ ` . ~ 11 ~ ~' x3, 3 ~' ~ \ 1~\ y~~o 1i\\ ~5'~ wo Bwl*I c92. ~l S'Tti~ TL`t'I. S ~~~ 1 - nl I/ ~ ~~ ~ .• Page ~• Or" 7 Approved S, ::t Eti c Caverinc AST~i C33 Distribution Fipe ~ Medium Sand ~ ~ • ,1) ~ 1/Wt ii I V Topsoil - .=N;~ E? ev. l 00 -0 • ~ i 3 ~~ o . E ~~- i i u ~ . ~~1,(h~ ~ ~ ~ Ctlvt y . % Slope ~. , Distribution Cell of ~ ~ Force Main Flowed 2" to 2 2" Agg regate From Pump Layer p 1.0 Fz.'~ E l •36 Ft. CROSS SECTION OF A MOUND SYSTEM F ~ 8 Ft. G ©• S Ft. r A ~_ Ft. - , I' ~.O Ft. fi ~0 Linear Loading Rate=~•~ GPD/LN FT B 61 Ft. • , • Design Loading Rate~.~3GPD/SQ FT j l Z Ft. J ~ Ft. ~ K 9 Ft. _ ~'~~e Position L 85 Ft. of Force Main W Za Ft. ~~ ' •. ~. ~ -Observation Pipe }--- a ~ ~ K -- a- I -= ~ ~~ ~' ~-o-t,~.t, ~ ------- ------- A ~---- ---- -------- -- -- - ----------- - - -------------- ------ • X6.8 ~---- f ~ ---- ------- w ~~ ------------------- _ -i--o ~ '-' - - - -- ----- - ~- flcci~s ~ s~ ;~ . Distribution . ~ Pipe ~ 1 ~, ~ ~~ .. Cell of z to 2 2 • ~ aggregate __----- • Observation Pipe •• • (!lachcr securely) _ ' PLAiy ~IET~ OF A MOUND SYSTEt4 Distribution Pipe Layout Page S of -] Place the holes at the bottom of the distribution pipes at equal spacing. Pemove all burrs from the pipe and 'holes. Extend the end of each lateral up with the use of Iong turn or 4~ ° fitting to a point within six inches of the final grade. Terminate the ends of the laterals with a valve;~tlareaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded piu;. - T `~t P_ 1 Ct~ L . Z;,ZOS S . 5'`L~111-~7 pVC Lateral ~ ~. Martifotd ~~ C ~-- Laterl ~- a- _ ' p ~r~CCt~.s sox o- -- . -0 i o- a P 3_ Ft. '. ~ Hole Diameter ~~8 Inch S 3 Ft, - ~ 'Lateral 1 ~ InchEes) 3 ~ nches Manifold Z• Inches - Force Main " ~ Inches - ~, ~ of holes/pipe ~ 1 -- Invert Elevation of.Latera --_. l~o•'SFt. >>XO.4t = y.slxb = 'Z~.o6 6P-~'I ~ X -P _. • ' .. _. ~ - Combination Sept.~c~.Tank and ' ,~ ~ ~ ~ ~ PUMP CHAMBER CRO55 SECTIOtd AAlO SPECIFICATIOt,15 ' PAGE ,~ OF 7. tt..t gp ~10-J P lPE '~ lil'I.tz.Sl s It7- rnp • F1 i~ tgNfl G~~E 1 18'!'l I A!. 1 IIJLET A rov / PP ed joint w/ PVC pipe ALIIJTAKE -~ 6r.nw .• ` ~_ , tZ- lv Z ~ 1 Iz>~8~t u~~l S cor~p~tr I~- Y~ Hli,.i. ~__ ~ ~~ \`~; ' ~PROVtDE I AIRTIGHT SEAL I _. A s ~I r I ~ II C gt` ~ I i • i PUKP ~~~~ I ~. ;, .: ~~ •^~ ~:~ CLE .~ -~I f'C- 0 CO-JCItETE ~ 18•/ytltl. l~ ' Ilj III ~~I Approved I joint w/ II ALARM PVC pipe ou OFF ~- RISER EXIT PERMIIT'ED OIJLy IF TA-JK MA>rUFACTUR!`R HAS SUGH APPROVAL~3•AAf'Qoti~p Ba<DD t tv4 SEPTIC F ~ SPEC,IFICATIOI~IS DOSE TAI,IKS MA~IUFACTURCR: wL~ ~-~ ~~ s~.~Z~-~.. IJl1Mf5EA OF DOSES: S'~ ~ PER DA., TA1.1K :,12E; ~2'`~O X500 GALLO-JS DCSE VOLUME 2 ALARH MAIJUFACTLIRGR; _ _ S - S~ ~~.~Q SyS`T~+1S IAlCLUDIAIG CAGKFLOW: ~ ! b~l- S _ GAIt.Ohl: MODEL -.1UM8ER: ~~~ ~w CAPACITIES: A= ~g I I -tAJCHES OR 0 ~- ~ GALLOtJs SWITCH 7~PC: - ~~ZC~~ g . Z IuCHES'GR ~1 ~" Z G(~LLOUS Pt1MP MAIJUFACTURCR: Gov LAS C: ~ IUC1iES OR !6~'$GAL~OUS MODEL 1JUM6ER: E~ S ' D= $ INCHES OR l~s' ~ GALLOAIS SWITCH TYPE: ~~~Z-~`Z-- TU~'4~1=7$2.$ WOTE: PUMP AUD ALARM ARE TO 6E MlAIIMUM DISCHARGE RAT ~~•~~ K INSTAlLEO OA1 SEPARATE CIRCUITS yERTILAL DIFFEREtJCE DETWCEU PUMP OFF AUD..DISTRIHUTIO-J PIPE., G_~9 FEE7 + Kti.-IMUM -~tETWORK SUPPt_y PRESSURE ~ ~ ~ ~ ~ ~ ~-SOFE.ET <S•~ X-L. 3, ~- 3 ~'~ FEE7 OF FORE MAIIJ X 1'6Z F~ofcFRlCTloty FAGTOR_. S' l~ TOTAL Oy1JAMIC HEAD = l~'y~ F ET f - WEATHER PROOF . -VEIJT CAP .lUIJCTIOIJ 90X . `t C.I. VEIJT PIPC ti APPROVED LOCKIIJG X10' FROM OOOR. ~M~INHOLE COVER wt'f~{ :JIIUDOW OR FRCSH ~ tNA(ttJ1UG LP.gt:(.. As per manufacturer ZO- 60 aal/in. Liquid depth 38'1 Goulds ~~~`1 °~ Submersible Effluent Pump ~~ 387 -.~ APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/a' maximum. • Capacities: up to 55 GPM. • Total heads: up to 24 feet. • Discharge size:l'/z' NPT. • Mechanical seal: carbon- .. rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: 3/'maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size:l'rz"NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz,1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERS FEET 10~ 9 ~ 3( e 2° o ~ a w x U 6 2( ~ 5 0 1° '' 4 0 3 iC 2 ~ \ 5 1 L 0 00 10 LV JU 4U ~U wa"" ~ ~ i ~ ~ ~ ~ 0 2 4 6 8 10 12 m~lh m 1995 Goulds Pumps, Inc. CAPACITY • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ EP05 Impeller: Thermo- plasticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover. Thermoplas- tic cover with integral handle 'and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian Standards Association (CSA listed model numbers end in "F' or "AC".) ~ ~ i~ ' ' f ~ l a-~ I i IG s / ~' ~ ~-- ` ... ' EPOS' 2.'1 _ O ~ -'- . i -- -._ Effective May, 1995 63871 ~ryrscvnsu i \~n~rai u i ro~ u u~ u Ni lrsbor and Human Relations of Safety 8 Buildings ATVU ~l I t tVALUA t IUN HtNUH I Page~of~ .......1 ...:aL_ 11 I In nn nc UC- . w•!~ /'\~J.. Boring # I ~h Ground elev. X9.7 ft Depth to factory, Z -I' Boring # h Ra ft Ground elev. 94- ~ ft ~~ smiting Zy4 SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure ~ ~~ Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. g~ rem 1 0 - 9 l o~, ~z 3 [ Y - ~ ?r ~ 2 `~ s blz -n'~t^ ~-s - • s • 6 Z 9-zo ~o~tfz 31 ~ s>. ~ Z~sbk yt,~~ ~S - . s . ~ 3 20-Z.q -~_s~~ ~~y _ s 1 ~~sbk ~u~- cS ~ \`l •s y 2.9 -J 6 S `'f 2 ~ ~~( ' ~ lS '-i 2 S /g S C 1 O~ hz'~L- - Iv1~ € • Z Remarks: o -8 t~~t 2 31y - s ~ \ z~s big m~~. ~S ~ • S • ~ Z ~-~y. toyl~ 3~~ ~ riI Z'~`s~~ w-~I. eS . s •` 3 1U Zy ~- S ~ rz Yty - s 1 l ~-sbl-~ v,~ v'E~- cs ~ , ~ S ~ Zy_3y S `.I R yly f~ •S ti li s!~ Sc.~ O~ rn'~t- - NP~ • Z Remarks: ST Name:-Please Print Arthur L. We~erer ~ 715-425-0165 ~egerer Soil esting & Design Service-P.O:~'Box 74 River Fa11s,WI 54022•' wg~ua f~,t LL %`p/ . ~Ls r• ,,,~ - ~8-93 Date: Lf -~~' _ ~~'~ 'CSTNumber:0576 COUNTY ' . ~ -S~ • ~ C. ~T-t) lX. Attach complete. site plan on paper not less than S 1/2 x 11 inches in size Plan must irtdude but . , not limited to vertical and horizontal reference point (BM), dr ~o of sbpe, scato or PARCEL I.D. # dimeruioned, north arrow,"and location and dstance to e~t~~ , ~. ~ , vo Z- ` ~ s ~ - ~.O " APPLICANT INFORMATION-PLEASE PRIN AJFO~MATION f I DB DATE. (~~ ~ " PROPERTY OWNER: yhl ~, - PROPERTY LOCATION 6 L~IV ~ ~ TZ..~ tJ ~^` C,OVT-t6T- S W 1/4 SW 1/4,S 3~ T Z°I ,N,R 1 ~ E.(o~ PROPERTY OWNER':S MAILING ADDRESS `-' ~~ /!.!~ LOT # BLOCK # SUED. NAME OR CSM # ,~ ~ CfTY, STATE ZIP CODE E NUMBE~,O~uK~ ~CTTY ^IIILLAGE (~ffOWN NEAREST ROAD woo~U~.~..ll,k~l S~oZ~ •b ~3ft~-~w~tiv by `n~f ~vE_ [J~, New Construction Use [~ Residential /Number t~edroprrfs : ~~ [ J Addlti~ri bo ebsting building j) Replacement [ ]Public or commerdal descnb `-"~-.~~ Code derived dally flow LI SD 9Pd Recommended design loading rate • y bed, gpd/ft2 ~ trench, gpolft2 Absorption area required 3-1.5 bed, ft2 3, 5 trench, ft2 fvla~dmum design bading rate - S bed, gpol(t2 ' ~ trench, gpolft2 Recommended infiltration surface elevation(s) ~ D ~ • O ' ft (as referred to site plan benchmark) Addtional design /site considerations _ M oy tivp w/ g ">c ~ 7 ~ g~ : >''~ t nJ 1 h-i U her lZ 4 0 l= S}Z~ Fier` . Parent material ~.o ~ S Oy~2 G ~,~ l p~-t,. ~ ~~ Rood plain elevation, 'rf applicable -J ~ ft S =Suitable for system U =Unsuitable fors stem CONVENTIONAL ^ S (~ U MOUND ®S ^ U W-GROUND PRESSURE ^ S ~ U AT~GRADE ^ S ®U SYSTEM W FILL ^ S ®U HOLDWG TANK ^ S ~U ~-i Mrisconsin Departrrient of Industry, Labotand Human Relations Dprisio~i of Safety & Buildngs SOIL AND SITE EVALUATION REPORT .... ~.~...:u. a ...~o nn nr ur.., w.i.~, n...~.. P~~~~ ....,....."......,..........,...., ..... • ................ COUNTY .. _.S~ • • ~ ~.W l.J~. Attach complete site plan on paper not less than 81/2 x 11 inches in size Plan must include but . , not limited to vertical and horizontal reference point (BM), direction and 9'0 of sbpe, scale or PARCEL I.D. ~ dimensioned, north arrow, and location and distance to nearest road. CEO 2.- ~ O `~ $ - ~ APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION I DBY OAT l _ ~~ PROPERTY OWNER: PROPERTY LOCATION Cj `.~~ ~ ~ ~C--~ ~J ~-~l t. GGWfi:t$-f- S W 1J4 SW 1/4,S 3~ T Z°l ,N,R ~ b E (ot'j W~ PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM ~ ,~ CITY, STATE ZIP CODE PHONE NUMBER ^CITY ^1IILLAGE ®fOWN NEAREST ROAD t..~oo~v~~Ll -"vl S4oZ~' 17t5) 698_Z,SgZ ~f~~~Wl~i 60 '~ ~vE. [J~, New Construction Use pCJ Residential / Number of bedrooms 3 [ ] Add'itiQn ro existing building [ ]Replacement [ ] Public or commeraal desaibe Code derived daily flow ~I SO gpd Recommended design loading rate • y bed, gpd/ft2 trench, gpd/ft2 Absorption area required 3-15 bed, ft2 ~~ S trench, ft2 Ma~dmum design loading rate - S bed, gpd/ft2 ~ ~ trerl~, 9 P~ ~ 7/ ` Recommended innltration surface elevations ~ O O • O ' as referred to site plan ber>chmark) (,(/( (~ I^~ Additional design /site considerations v+v w g '>c ~ 7 " S Y") ! Ju lM t-h-J t2. ~ of Sfln,D Fiu_ Parent material ~.o ~ S Ova. G I~~CC. t R'~.. ~ tel. Flood plain elevation, if applicable -J ~ ft w 1 V S =Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable fors stem ^ S (~ U ®S ^ U ^ S ®U ^ S ®U ^ S ~ U ^ S U Boring # x:,~^ rc:. •~ S~.tiA'inK~u..xv ~~ ~ Jh f?._ :{ ~{ ti't~ yiJ :~ Ground elev. Q9.7 ft Depth to limiting facts Z °-' Boring # Z~ '- i'i Ground elev. ~. >o n Depth to b' L~!" SOIL DESCRIPTION REPORT Horizon Depth Dominant Color ~ft1eS Texture Structure ~~ ~~ Roots GPD/ft in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. Bed Trends ~ a _ 9 - O`1, \Z.- Sly - 5 l l 2 `~ S Ulrt vn'Fy. ~S - • S • b Z 9 -zo ~ o ~ tz 31 ~ s > ~ Z'F s bk y,,,. `~,- cS - . s . b 3 20-Z9 ~.S~~yly _ sI t~sbk ~U`~- cs ~ .~( .5 y zq-36 s ~ 2 ~ !Y ~ ~s ~ 2 std sc~ o,., m`Ft- N~' . Z Remarks: 1 0 -~ t ~`[ 2 31 y - s i ~ -z~s b t~ 111`F1~ eg ~ . S . ~ Z $-1~- ley fZ 3/C s1l Z'~`5~~ WI`F'E. ~S . S ~ l 3 ~u -Zy ~- s ~ R srty - s I t ~sb1z ~ val.. , u . s ~ z~-3y s ~, ~ Y~y f; ~s y 1Z s i~ S ~y ~ o~ r,, ~~ .,,x~ '° _ ~n ~ • Z ~~~ U~ ST ~q t:,,- Remarks: TName:-Please Print rer Soil ~„~'~., Z~NINGcice .-, Arthur L. We~erer Phone. 715-42 0~ esting & Design Service-P.O:"Box 74 River Fal1s,WI ~tt_-`~ .~~ ~-~.,. g$ _9~ 3 oats: L` - ~ ~' ~ `~'rj'' ~- 00576 l~ ~//Q C~"~ PROPERTY OWNER ~~Z~JtJE SOIL DESCRIPTION REPORT PARCELLD.# viz.- 1.088- to • Page ~ of Horizon Depth in Dominant Color Munsell Mottles Q S C t l C Texture Structure Consistence Boundary Roots GPD/ft . u. z. on . or o Gr. Sz. Sh. Bed Trend't 1 o-e to~2 3/ S' 2 sb-~ vn`Fl- ~ - . s .6 Z 8-~s 10 ~t2 3! ~ ~ s>' I Z'~ sbh rn ~~- ~s - 5 - ~ 3 Zs-z~ -~.S`~c~ ~/Y - sl l~sbk ~m v~~- ~s ~ ~~ .s y Zb-33 S `~ fZ ~l ~ - s ~!R sIa se ~ ~~ vn `ft.. ~,~ , Z Remarks: Remarks: Remarks: SBD-8330(8.05/92) •. PLOT PL~1 cage 3 of 3 SCALE 1"= ~O ~ _~; .8~ ~Z ~.. `oo•S'oN 6~` M1GN~ - - ~i~'`4i~1 Pvc 1atP~ w / sTLT, L FEfv c+e' po 7T, `- C s ~t - no n~ul- ~ ~sn~Ra) ~S ~ ~~ Z s 3z' Ll, qg ` g, z ~ ~ ~ a.z s a3 ~~ ~ o~Z ~'~sr,hLa 1 i~,~ 3'Z ~. i ~N'tovR ~..9q.p ' Nt9.4, ~ sol~wt op pro-~, l0o,p- ! '31U ~~ A P~ e P• PL ~ vv ` sett ~'F~ e~ ao s7~, ~ C, s~vt- p~ rU~t- ~~s~~z3~ ~~ i 'o 0 i _ - ~ ~ ~ ~vt , ------ - -- -- - --- ~o~sE ~ 0E f4T l.Er~ST' Zs ~ _ ~r~ r~i uv~u~ ; - - __ _- - ~ 98-°13 CST Signature Date Signed Telephone No. CST # NfisoonsinDepartrnentoflndustry, SOIL AND SITE-. EVALUATION REPORT labor and Human Relatans ; . . flerie~inn of SafaN'R Rlrlt~ms '_ -----~ -- ~.~ u ! .rte nn nr .. r.. ~ ~~.. n~J_ . ..... - - .. .... IlI aVW.V ..IY. IVI.! W.VV, .. W. l.V..l. WVV /~/~,''~/ ~I~/~/1~ 1 1 ~ `q' 1 `y' Plan must indude but 1/2 x 11 inches in size lete site less than 8 lan on a er not Attach com , , p p p . . . p not limited to vertical and: horizontal reference point (BWn, direction and ~o of slope, scats or ' PARCEL I.D. # O ~ VO 2 10 ~ $ nearest road. ~ dimensioned, north arrow, and location and dance to - . .- -; ___ _. APPLICANT INFORMATION=PLEASE PRfNT ALL INFORMATION D Y ~ ~`~ / PROPERTY OWNER: G L~~ 1~ Q ~~, tv ~ t PROPERTY LOCATION GOtfF.t6~- S W 1/4 SW 1/4,S 3~ T Z9 ,N,R 1 b E (o~ PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK# SUBD. NAME OR CSM ~ ,., 6z-Z z s o 'rtt s~- . - - CITY, STATE ZIP CODE PHONE NUMBER ^CITY ^VILLAGE ®I'OWN NEAREST ROAD t.~oo~vLLLI bvl S4~Z~' ('lfg b98-Z,s~Z '~3f~~-~w~N 6p ~"~f ~vE. [J~, New Construction Use pCJ Resid~tial / Number of bedrooms 3 [ ] Add'it'ttZri to existing buildmg j J Replacement [ ] Public or commerdal desaibe Code derived datly fbw ~ SO gpd Recommended design loading rate ~ y bed. gpolft2 trench, Absorption area required 3~ bed, ft2 ~~-S trench, ft2 Mapmum design boding rate - S bed, gpolft2 . ~ trench, gpolft2 Recommended infiltration surface elevation(s) ~ D O • O ' ft (as referred b site plan benchmark) Additional design /site considerations I"1 ~v r~~ w~ g ' ~c ~ 7 ~ B~ : Y") f Iu l M V ham/ X2.4 ot= S~AtieD ~~L Parent material ~.o ~ S oU~CZ G L.i~, r'PR. ~ ~~ Flood plain elevation, 'rf applicable IJ ~ ft S =Suitable for system CONVEM1oNAl- MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM W Fpl HOLDING TALC U = Unsuitable for stem ^ S ~ U ®S ^ U ^ S ®U ^ S ®U ^ S ~ U ^ S ~U SOIL DESCRIPTION REPORT Boring # 11-. S::i YQ ~~~.- Ground elev. X9.7 ft Deptn to limiting factor ~ a- Boring # Z Ground elev. 94• ~ ft fkpth tD limiting facto ~~(" H ri Depth Dominant Color Mottles Texture Structure ~~ ~~ Roots GPD/ft zon o in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed tench 1 0_ 9 - o~l,.Z 3 L y - 51 ~ 2 `F s bl2 vn~~ ~s - • s. b Z 9-zo ~0~2 31 ~ s ~ ( Z'Fsbk y,1`~,- cS - . S . ~ 3 2o_Z9 ~.S~R-y/y _ sl ~~SU1z YhU`~- cS ~ .~~ .S Remarks: 1 0-~ to~23~y - s~1 z~sbl~ m~'~ e5 ~ . s.t, Z ~-ly. 10`~tZ 3/~ stl Z'~s~~ bvl`Ft~ CS . S -l 3 -u -z ~. S ~ R sr~y - s 1 l ~sb1,~ hn v'H- cs ~ , ~ • S ~ zy-3y 5 ~ R Y!Y f~ -S y li s /~ s c.~ O~ m'~y. - N~ ~ • Z ^- -a- nCnia~na. ~TName:-Please Print Arthur L. Wegerer ~ 715-425-0165 ~e~ rer Soil esting & Design Service-P.O.~Box 74 River Fa11s,WI 54022' 5ignatue: ~ // x$.43 Date: y _ ~ ~ -~r ! CST Number: . C- t t~ ; Gtr' z,r. f M00576 PROPERTY OWNER ~~-~`J'+J~- SOIL DESCRIPTION REPORT PARCELLD.~ yoZ-- l08 8 - l0 Boring # 3 Ground elev. q~. S ft. Depth to limiting fac26 `' Page ? of Horizon Depth i Dominant Color M ll Mottles Texture Structure Consistence Boundary Roots GPD/ft n. unse Du. Sz. Cont. Color Gr. Sz. Sh. Bed Treridi ~ 0 -8 to K R 3 / .~ S ' Z, sb h vn`F~- a. - . s . 6 Z 8-\S .. 10 `-~ 2 3~ (~ ~ S 1. ~ Z.`~ sb h Y~ ~1- ~ S ~ . 5 , ~ 3 is-z.c. -~.s~t~~~/y - sl le.sbh ~m v~t~ ~s ~ ~~ .s ~ 2,6 33 5 `~ 2 u! ~ • s yR s/g Se ~ ~ri- ' w, `fi.. ~ !'.-~ , • Z. f Remarks: Boring # Ground .elev. ft. Depth to °~ Ilmitlng • t factor ,, Remarks: Boring # Ground elev. ft. Depth to limiting _ factor Boring # .; !. r ~:~=~~,Ground ~~ •'~.elev. ft. Depth to limiting factor marks: Remarks: SBD-8330(8.05/92) PLAT PLAN SCALE 1"= 40 ' : gage 3 of 3 - 31~'`pi~1 Pvc 1~t(~E - C 9 rN t - DO yvul- ~ i STt~2l3~ ,~ ~~zS ` s 3z . ~\ \` ~qz s \ g.3 ~ `~~1° ~ 9 ~- ~o N oT coM.c~ rt--cZ- \ O ~L \~Jl S1-v\L(3 Q' \ `Cln S ~ L~,~ ~I ~~ 3Z' ~' ~ ~N'tov0. ~..9q-p ' ~ NL`t9~ ~ 8ol1~pr1 0~ Rtu -~1., lOn,p- - ~ So ~ 1..s~,~1 - ~, l~v.~l" cam, 9 `Ei1.GH~ 31U" ~~ A PU e P~ Q w ~ s`T41SZ ~~E1v e~ Po sT', ~ SY~vt- p~ r~or Dlsltilz3 `o a - - - ------- - - ---------- ~, 60 `Tti ~vt , ~ovsE ~ AE ~T LErI-ST' z,s' cwt r~uv~u~; - ---- - (/l~t I L~;~~'~~,~ ~': -°~_ j -~1~' (715 ) 425-D1 ~5 _ 1400576 CST Signature Date Signed Telephone No. CST # - isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw~lbert~5ecrgtary February 14, 2002 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/14/2004 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Brent & Lisa Knegendorf - 60~' Avenue St. Croix County, Town of Baldwin SW1/4, SW1/4, S34, T29N, R16W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 829274 r, Rf~E,~ fp .~--~ FE,g ~ ^~ ?0 s~~ ~Z ~^` ~ ~ ~,~i Identification Numbers '1'rausaction ID No. 70oi89 Site ID No. 641113 Please refer to both identification numbers, above, in alLcorres ondence with the<a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0° sBD-1o7o6-P (N.ol/ol>. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation operation. Owner Responsibilities: • A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. ARTHUR L WEGERER 4 Owner Responsibilities Continue Page 2 2/14/02 • Any activities noted in the approved management for this design relating to evaluation and monitoring of mechanical POWTS components after the initial installation of the POWTS, must be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the. owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~!~~' " Gerard M Swim POWTS Plan Reviewer ,Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4:00 pm j swim@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART> code: 7633 iJl x.:£~ $ S L.~ ,E..'. 31.71,1 LTA.t ash s rA~ ..,p., .,.......~ -- - V Y~t~31.a7 ~`' ~ I" if$sh t !.L' ~4~d'l S. ZL.+°3'6 .t' Ll v~`nerl.~uyor _ I~ r ~ `7 i'~•e+oertv 4ddress ~-~! {i.~c~ txttian required from Platutitag'f3cpartment far mew coustructiori b~oo2-(v Litgd,S`~.te ~ / ~ ~~ / l p l~~` _~___- Pat:c~i Ideutafication un~Y~er ~-~~' U ~'~ ` ~ _...._ ~/ d ~`/ ii ,'7L~C_ ~ C~ v ~ ~.1._°~~ (~ '"tvt: ~ ~TiJ1L ~1 ,_ // K l~ LJ ~~ 41 t~I"t3~7er~ ~^~-ttt7T3 s 77 ^~, }~ y,Nt, if' ~U~.t1'1SlOIi t~~'eBi$ ~LYI'ti't;~r M8p i# G ~ l X ~ - (o ~ ~ 0 . tloltxrzte _ 1 y~h Page #~ S ~.~.._-_____ ~~~~-t'tsut}° 'deed ~` ~,~ Lot tins identifixb!~x Cl ~t~s ~a~~ ~t~~;~ mouse. Cl _y~s l~ nca SYSTEM. I~'L~iYN`~~A.~ ~~ Improper useatzdmaintenanceofyoursepticsystemcould*esuitin itsptL a~~catiiscd ;~~: handZt'wtyou p~p~m$es}~;a s~oiLSZStS £-z g~tan2tsir:G c3ut etc' ScpCic S,am~ cvcry thxca yaars ar sooner, if needed ~7 P r ca3u aEi'ect tt3L funs rriors of t1x4 septic t~nl;.:ts ~ tz~atrnent stage iu d~c s~e~tc disaosai s}`atetr=, s to submit to St. Craix T.oniatg I)epartsa$ent ~ cotiafcatian form, signed by iha owner and by a The Broperty ow'n~r agree ervc~iftitte •~t i i} iiZ= as-si.;: v~rastewaterdisposal sys:Eri~ uaastcrvturabcr, jcx~zicymasaPlunabcr. xestricte3plumt~er or a licensed attmg is in proper Operating c-ondition anc3lor (?} a~wr inspeciiag and Bumping {it ae~essayl, sf~e set?:=L t:~nk is less thzn'313 full of si'3dce. tlndersaedhav€. read tl~ aix+~=w rt~i~t°mcnts and aezee tb, .isatain tip a~u~ral l~.e o:arces, S to c~= ~ is oas-tn. Gettifcati is%we, t3z~ w ~;~.~ f~y~}=, hex~in, as set by° t3ac ~3~paztuient of C;omnterc~ and LFae Uepa~ent of z st~:iang tit g=weir s~rptic ss~stem icas been tnairttaiued must be cantnlcted a-cd return°d to ttitc 5t. C:raie County ~ontug pfi~ce within - ~ dfiys of flee three year exc€rati tc. ~~ _~~~ I3AT'E ~I~~IA C1ka I.,I~' I {w-e; ccriify that statenleat= or this fex_._ aru tug rd~ ~ztt Regist ~r ci L}ec~~ii~+~iceL. t ~~.~' ~r, (ate.) the o~~~ncrls? "t tine pmpe~' descrilx:d a se, bz° viriuc cif a :;ra-•~ut-y de..d L1,~TF ,¢a~~~ ~IG':~iA /~i'L:I~ANT +*.~d ~y infoa{natian tlt,?t is mis-rcprescn~cisr-ay sesuttuj U7c sanitar • net~x:st tieing revoi:cd by tlic ?oating pepartmcnt. ~~ Iatctude t~7tir tltts apptica.tion: 3 ~~f the certifterl s~Tz`vcY s*.~~p "tfcrcic~c% ets mad•^a izac the ~vsr:aLt}~ deed ,~: Py '/i..~J"11PAGE ~ 1 STATE HAR OF WISCONSIN FORM 11 - 1982 LAND CONTRACT Individual and Corporue (TO BE USED FOR ALL TRANSACTIONS WHERE OVER 525,00015 FINANCED AND IN OTHER NON-CONSUMER ACT TRANSAC7roust CONTRACT, by and between Gtenn O, Brenne ("Vendor", whether one or more) and Brent Knegendorf and Lisa Knegendorf, husband and wife 636160 KATHLEEN H. WALSH REGISTEk OF DEEDS sT.r.ROIx co., WI RECEIVED FOR RECORD 01-4Z-2001 IP:00 PM LAND CONTRACT EXE!!PT 9 CERT COPY FEE: COPY fEE: TRANSFER FEE• 1Li5.00 RECORDING FEE: 12.00 RROES: 2 ("Purchaser", whether one or more). Vendor sells and agrees to convey to Recording Area Purchaser, upon the prompt and full performance of this contract by Purchaser, Name and Return Address t% the following property, together with the rents, profits, fixtures and other BAKKE NORMAN, S . C. appurtenant interests (all called the "Property"), in St. Croix 900 Main Street County, State of Wisconsin: PO Box 54 Baldwin, WI 54002 002-1087-80;002-1088-10 Pact of the Northwest Quarter of the Southwest (Parcel Identification Number) Quarter (NW 1/4 of SW 1/4) and the Southwest Quarter of the Southwest Quarter (SW l/4 of SW 1/4), Section Thirty-four (34), Township Twenty-nine (29) North, Range Sixteen (16) West, Town of Baldwin, St. Croix County, Wisconsin, more pariiculazly described as Lot One (1) of Certified Survey Map, filed October l0, 2000, in Voitune 14 of Cued Survey Maps, at Fage 3966, as Document No. 631483, office of the Register of Deeds for St. Croix County, Wisconsin This isttot homestead property, (~ (is not) Purchaser agrees to purchase the Property and to pay to Vendor at a place designated by vendor the sum of 5 55,000.00 in the following manner. (a) S .1 '---" at the execution of this Contract; and (b) the balance of $44,074.83 ~, together wtth interest from data hereof on the balance outstanding from time to time at the rate of st: (6) % percent per annum until paid in full, as follows: monthly payments of 5300.00 commeoeing January 22, 2001, oo dre same date of each date of each month thereafter. Provided, however, the entire outstanding balance shall be paid in full on or beforelhlf tll3~{pg- 3 years from date hereof (the maturity date). Following any default in payment, interest shall accrue at the rate of 12 "/o per annum on fire entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Pwchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably antici- pated annual taxes, special assessments, fue and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and rnsurance will be deposited into an escrow fund or trustee account, but shall not beaz interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount Wray be prepaid without premium or fee upotr principal at any time after January 1 ,2002 _ (OR) In the event of any prepayment, this contract shall not be treated as in default with respect to pa ment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first spec red above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded here from. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on date hereof. "Cross out one. , LAND CONTRACT - Individual and State Bar of W laronain Corporate Form No. 11 - 1982 ~- IMOrmatlon ProNSSbnals Company, Fond du lac, WI a00~55-021 ~'^~ ~ / ~- • ~~ ~ ~ J ~ 2 UI r-° / fl]A3 g / '~\ f~~W pQp~ ~ ~ '. ~A ' V ~ tiN ~ ~I~ / ,1 W W t7 y9 ~ ae T' W oe ~1^ ~,` I(: (:'.'"' f i. }L~4Slf ` W FAY ~ -i ~~-LS~~i ~a y~~+. ,~•~.~~;_J m J[nU ~ ~ S~~°~d~~ar , St C~Jix Ctl. 417 1, :: ~aW~ ~ ° W ~~~a CERTIFIED SURVEY MRP '`z,~ ~~~~ ,, ~~-f-t~~\ l,. '"`~ ~I/4 COR PART OF THE NWI/4 OF THE SWI/4 AND THE SWI/4 OF THE SWI/4.~--~'r= SEC. 34 SECTION 34. T29N. R16W. TOWN OF BALDWIN ST. CROIX COUNTY 739.84' WISCONSIN M N00.01'48'E SCALE I' - 200' UNPLATTED LANDS w N 86'S0'36'W 653. 8g• 0 100 200 603.56 " LEGENIIZ v CI ~ o ~ FOUND 3' ALUMINUM COUNTY MONUMENT 'N :M ro ~ SET 3/4' X 24' IRON PIN ;,~ CURVE DATA n WT. 1.50 LBS/F7. :~ ~ I RADIUSCI 522.96' 3 o FOUND 2' IRON PIPE ARC 16.53' °~ '~' CHORD 16.53' `•° w CHORD BEARING Soo°56'07.5'W ~^ BEARINGS REFERENCED TO THE :3 o WEST LINE OF THE SWI/4 OF SEC. 34 DELTA O I' 48' 39' TANGENT IN SOI°50'27'W o (ASSUMED N00'01'48'E) TANGENT OUT S00°01'48'W z • UNPLATTED LANDS N 86.50 36'W 656.00' :NI - z I , .~ .W •FI ~{1111/NCI LOT 2 0 ,~'~e~~~scoNS~,,. :vii `r ~ J~• ~i :oI 1.112.515 SF. N / _ ~••~'l'~ it 25.83 AC. EXC. R/W o :~LYLE i. ~o I 1.240.255 SF. _ / _° D b~bt~• '^ - 28.47 AC. WITH R/W n ~ WI : cl i ~ ~ F W .°. {:~~. . e~ < ~ I~ '• .._..•• ~ m ~ O T/) '~in,~d:g1;t ,e ~o~eeeee y~ 3 ZZ O .,. ;I ~ - M ~D I J J ~ ~ ~' ~ _ O: roU O n Q W °O n ' m O ~ : OH m ~ p _ p W M •O ~ N " ~ LOT 1 :m 3: ° rn ~ _ m mj ~ °o ~ Mm 23.51 AC. o # 3I ~: `~/ ~0 1.024.298 SF. WITH R/W M ~ '~ ° : W~ 23.02 AC. N ;,, o: 1.002.650 SF. EXC. R/W o U ° : / M O ~~ O :UI : ~ I / D ~ Z APPROVED ST. CROIX COUNTY ' I O~ ~ Planning ZOnlno and Patks Commitl~e 50'50' 1 0' ~`~~' ACT 1 0 2000 0 ~~ j ~ ~P If not recortletl wanin 30 days of \ approval date approval shall be # null and void W / z J F- ~ ~ M 1!1 Q ~ 100' BUILDING W ti .~ N SETBACK LINE y L' M / . ~ ~_ _~ _~ _- ~ U .: ~ ........................607.85' 33.05' 33.05' ~ 658.00' "' 656.00' ~' .•.•.•~..~ S86'S0'04' v' 3' ............................................................ 33' E 1263,85' 656.00' \ n ~ ............... C/L 60th AYE............ 1314.00' ~1 w ~ UNPLATTED LANDS _ S 86°50'04'E >z PAGE I OF 2 SOUTH LINE SWI/4 SEC. 34628'00' ~~~~•~•~~'~""~' 1314.00'....... Vol . 7 4 Page 3966