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008-1074-90-050
? -1 ~ N O v N .~. Q (~ N ~ O N n ~ 7 N O ~ ~ O - O ~ ~ ~ ~ ~ o ~ cn Z D m co' D ~' c ~ a W _ 3 O ~ t N H ~ O T T ~ ' c ~ 3 o ~r ~ ~ ~ m m N 7 d Z O ~ . o a p ~ N O ~ c~ ~ m fD ~~ O c - W N ~ ~ O N Z ~ ~ O . ~ ~ w ~ O N ~ y C ~. 7 N (A ~ ? a w n N y ~ d ~ ~ ~ < Z Vj O d N N fD Ol 0 d D A O c a 0 m o ~ °o ~- ~ ~ ~o ~ x O ~ N ~ L fD 3 ~ ~ u a ~ v •• c °rnu fp3 ppN ? A 000fD t y v v v ~ $ a e'n .. rt A w D ~ o n fn fl- m m m d y fC ~ fD y 7 A _c 5i v m N ID IC a ~ O N cZ S W S C 7 a '~ ~ ~ ~ d i ~ ~ 'o m ~ .. ` 1 ~ ~ ~ ~i1 ~' a !~ O pmj ~ O ~ ' ~ ` J C N ~ ~ 1 ~ ~ O Q ~ W ? ~ ~ ~ O '~ c v ~ ~ o ~' o °^ ~ i i ~1 j y .O. C 3 •• ~ ~ ti N ~ Q D t0 '~ N ~ O I ~ ~~ i 1 ~ -i N ~, p Z !D A Z O .. ~ < ~ ~ ~i ~ Z A ;0 Z -' i J ~'~ i I i i ~ '~ a aro e b N O A w I ti b ~' ~ V ti c:., ~.. N ~ a Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSF'~L`'T1 V REPORT GENERAL INFORMATION (A~ACH 70 PERMIT) Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Wildner, Jerem Eau Galle Townshi :ST BM Elev: Insp. BM~lev~ BM Description: `~ ~ ~ ~~ SANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ I , l~ l ~~~1~ ~~ Dosing t~ ~~ Aeration Holding ----__.. TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~~t ~ ~ ~ ~) ~ ~ ! ~,~ Dosing ~ ~~ A ~ / " I ~ t / Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand Zo 2 C~~ GPM Model Number /~~ Z~ . TDH Lift Frictio Los System Head TDH Forcemain Length/ I ~ Dia.~i ~/z/ Dist. to Well IL ABSORPTION SYSTEM County: St. CroiX Sanitary Permit No: 453259 0 State Plan ID No: Parcel Tax No: 008-1074-90-100 Section/Town/Range/Map No: 26.28.16. ELEVATION DATA STATION BS HI FS ELEV. Benchmark ~ Z 162-`~ ~~~ ~P Alt. BM ~ ` ~~~ 3.78 ~~ . 6 Bldg. Sewer ~ z ~ gq. ~S St/Ht Inlet a13 bs ~, % ~,~ St/Ht Outlet Dt Inlet \ Dt Bottom eader/Man. ~ , / T q9 ~/ I ~ ` Dist. Pipe 3 ~ ~ ~ ~ ~ Bo~S'stem ,1 ~-~ ~. y . -7 t~ Final Grades ~ I /~ ~S ~ S Cover 3 , ,~ (~~ ' ~ Z CSC v,^ `p~ BED RENCH NSIONS Width / ( Length ~ No. Of Tre ches ~ PIT DIMENSIONS No. Of Pits Inside Di Liquid epth , ,~ ~~ \ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacture INFORMATION CHAMBER OR Type Of ystem: ~~~ ~0~.~'~ _ / ~ ~ UNIT Model Number DISTRIBUTION SYSTEM Header/Manifold f, '+~ ~ Distribution ~ ~ !' Pipe(s) ii 1`Z ~ ~ \ ~ x Hole Size ' ~ ~ ~ ~ x Hole Spacing ~ ~ ~ Vent to Air Inta ~' Length y Dia Length 1 Dia Spacing 0 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Svstems Only Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched BedlTrench Center / / ~ ~ `p Bed/Trench Edges \ \ Topsoil fl ~ ~" ~ es j~~ No Yes [~ No Zr 5~.~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ I ~ Z-I ~~ Inspection #2: I I Location: 183 250th Street Woodville, WI 54028 (NW 1/4 NW 1/4 6 T28N 16W) NA Lot 1 ~'aw ~ ~ Parcel No: 26.28.16. 1.) Alt BM Description = ; ~~~ 2.) Bldg sewer length = -t - amount of cover = l____ ~ l ___ _-- -- -- Plan revision Required? ~ Yes 0 7 I Use other side for additional information. [ ~ ~L~ ~~~ ~._ ~_ __ __- __ __.__ _ L ~ `~ ~ J Date ~ Ins ctor's 'nature Cert. No. SBD-6710 (R.3/97) Safety and Buildings Division County ~ j, ' ' 201 W. ~ ashingty~n Ave., P.O. Box 7162 S-~ , O ~ C ,~ C On~~~ D Madison, WI 53707 - 7162 Sanitary P it Number (to be filled in by Co.) epartment of Commerce E~ 5 ~ 2 Sanitary Permit Ap ieation State Plan I.D. Number /j~o { /•'1 L // ~{o (( In accord with Comm 83.21, Wis. Adm. Code, person info~~~~ y~ p~OV~~04 b d f ~ ~ ^ ~ 0 ~ l dl's ~~ may e use or secondary purposes Pitivacy w, s19A ' (m Project Address (if different than mailing address) I. Application Information -Please Print All Information ST. ZONING OFFICE .~~ ~aa.L~P~ lJl 5737 Property Owner's Name Parcel # Lot # ~ Block # i ~ ~e,~ r Property Owner's ' ing Address ~-- ~ .~4_ o - Property Location _ ,,f. N ~ it C y, State Zip C ode Phone Nu mb~ g _ 2 3 p~ ~r - ~4> Section _ l! ` - - i + Y V O V C~ V ~ ~ I l° ~) ~ J ~ ~"TO~~~ J o ~1 (rJ ~0 ~1 D r a`ZB OJ ~O ,,, n l. l (circle ) •' `~""' /, ~ GGti1~ T ~~ N R 1 t ~ +II. Type of Building (check all that apply) / / ; o E or W L.~Cl or 2 Family Dwelling -Number of Bedrooms ~ Subdivision N me CSM Number ^ Public/Commercial -Describe Use v ' '~~~ ~. fint-- //'' ^ State Owned -Describe Use M 4f/Yl, d 1 S ~' l.~` ~.0 ~~ 2 • ~ 0'Yt ' " l ~ r ^City_^ illage Township of ~ d~C'.,a.i i e ~ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) ~ - ~,~ ` s,~.~ A. ~IVew S stem y ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV, T e of POWTS S s tem: Check all that a 1 ^ Non -Pressurized In-Ground `Mound > 24 in. of suitable soil ound < 24 in. of suitable soil At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersaUTreatment Area Information: rb Design Flow (gpd) Design Soil Application Rate(gpdsf) D' pers 13 ea R quired (sf) Dispersal Area Proposed (sf) System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Raiding Tank it e ~ e Aerobic Treatment Unit .?L~~~/C ~ , Q Dosing Chamber i £ SEXY VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. ' Plumber s Name (Print) Plumber's Si re P/MPRS Number Business Phone Number ~~ l~~ ~2o s ~ ~ o ~~ ~>a35- tt 3~- ' Plumber s Address ( et, City, State, Zip Code) VIII. oun /De artment Use O pproved ^ Disapproved ^ Owner Given Reason for Denial Sanitary Permit Fee (includes Groundwater Surchazge Fee) ~- ~ ~ OU D~Issued Is ng Agent ignature tamps) IX. Conditions of Approva al .. J~~~~ D STEM OWNER; /~,~ ~~ y~ !/yl~ ~$"~d~ GC Septic tank, effluent filter and L/ ~2 ~ ~ ~ ~ ~ .~( ~ ~/i/p~ dispersal cell must all ~.@,s~rviced /maintained / / G~~~` U ~ as per management plan provided by plumber. G? (ir•t' L~~h ~ • 2 All s tb k ~~~~ . e ac requirements must be maintained as per applicable code/ordinances. ~ '~ y/2~ o ~/ e ~r~..ti .. ..ro ..~.. ~ ~ i/i r --_____ __ ,. _._ ,-.....o ~,,, ,,,,, ,_,,,,,,, ~ .v - -ynirur on paper no[ less [nan alb x 11 tnChes in size SBD-639$ (R. 01/03) ~ .. ,.. _.~µ-~ , .. a iHf~jR7. ,,., , M' 1 ' D ba~.~e. P ~ 5,~ ~~. ~0 83 5tr1- bwc.~C ~~~s p - 44.E 6~' o~ Fla `~i.. ~ -~, d~.r,1x py hoc o-~~v-.~. Ern 1 y << Pop~l -~rre' ~ ~~ PbpoSec~ ~m Z O~' ~cl~~p~ ,~ rti ~~ \.~ J ~ ~.<~,~ - ~' ~ _, • ~ I y N w1 c~- ~T- a ti ~ ~ _._..... .... =ry • _ 3 .~,,,~ ~,~, ~,cl<., 4 '} ~ `. .~ ~~ s~r~~ , N ~~ , ~ .~c~ . Q dV «OM 96,7, , 0~~ ~~,y ~~ ~~^~ 4y, 3 3% 1 z 0 - t. S~^ toot ~;~ ~ r ~. ~,. ~wno-(,~-o ~ c.E, ., c „ 1..,,(. ~ K,. ~ 4~, ~~,.~:<< // r ~~ ~/t1~ /N ~fiG ~.S' /~/j7,L' , ar ~ 3~ ~ ~~ `.( ~ ~ a~~ (,/' ~~ C ®~~ 4 s a~ ~ "' i 4 1 ~ ~~~ ~ ~ ~~~/~` Steve Lynum -Mound 9jC q~',2 `0 FTy 4 ~~~~ Construction Materials and Techniques ~ ~~ OG~. All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (O1/O1) Revision to Trans # 970530, Site # 670876 Location: NW '/a, NW '/a, Sec. 26, T 28 N, R 16 W Town: Eau Galle County: St. Croix Date: May 21, 2004 Owner: Steve Lynum Address: 175 250`h Woodville, WI 54028 Plumber: Mike Roge s Signature: ~ License : MP 225094 .r~,~~,~~ Fr y~~ :f '~~ ~: Attachments: SBD-10577 -Plan Approval Application ~'dM~tERCE SBD-8330 -Soil Evaluation Report ANV Cinics -- ONDENC Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management page 1 of 8 ~~ ' Design Criteria u t~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu1100 mL /~ ,F,.a~ts, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 `~ ~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold/header length Drain-back Lateral length ~ @ Lateral elevation Lateral hole size ~~~ to in. @ ~ ~ holes/lateral Design Calculations c9,Z-\1 gallons/sq. ft. per day ~~ 1 Z in. Z ~ in. ~' ~ ~ ~~ ft f ~ ~+~ .~,~ S'S~S `~9.Z 36.0 ~~ Lateral volume ~ ° ~z~ z Total lateral discharge rate 2 S'. o g Network pressure compensation losses ~,~5~ Elevation difference ~ ~ r~ Friction loss "`9 ~ Z-~ Total dynamic h//e``ad ~ 4' ' ~ to Pump/si~zon "t`~ gpm @ ~~ Manufacturer ~ ° ~l°'~ Dose volume g 3• ~ Lift/sipA`on tank ~ ~ ~~^ ~ o-o-~ ^~ vo (-oW-~+o Septic tank ~`' `~ ~' Effluent filter ~' ~ 't ro Measurement pump on and off ~~ ~ Height alarm from tank bottom ~ ~' ' ~ Reserve capacity ~ ~ ~ specs.caics.res . o m. ft. of in. gallons ft. of ` Z in. ft. @ bottom of lateral in. ( 3' ° ft.) Spacing holes total gallons gallons/minute @ ~; S~ ft. head ft. ft. ft. @ ~ S~ gallons/minute ft. ft. of head Model # ~ ~ Z gallons ~' `~''° gallons ~ ~ gallons m. in. gallons Page ~ of g _....... w ...,~. ,,.. _ . .. _~ y .r. t ~ ~! Igoe.. p ~ ~azd,~ ~-~,,,~ sue, G,c li ~0 83 5tr~- ~c,r, p ~rolol~~,~ q4.~ e~ ~} ~ s~c1 S+At~c , ~ ~V r ~L O"~~.i~..~. ~ ~ SGA~ -~ tip` L / a ~ gm 1 y -t popP.l ~4rt,e ~ .g~ ~m t ~P off- ~,.r~.c ~` A' ~ `~ ~. t a~~.r.~.~S - w s ~ ~ ~ 8,..day '° Sv tt o ~ ~ ~ ~1 `- . ti-4 ~(~ 3 3% o r~ ~ - 96,7 ~' i ~. . ~ ~ ~., 2 g~ c 5~~ ~ ~oa~~ ~;~ ~D r ~ v .,. w~~~ Ai~~ ~cv~r~~cl ~~~ 8y ~,~t~ h~ . . ~d1 ~S ~~~ ~N ~~c ~i~~t' , a~ 5 ~4~.~s ,.,. ~ ~ 10~~0~ ~ ' ~ikaa4 Rr",t,y,"c.~F y 3 Q~ g I~ ..., ...~ f -- - - _., . ~; ` c - ~' ~~L ~ ~+~ I L w e.-i~4a(j h ~.v X ~ f 3 /~i\ r oe.k 4 t~ ~~ $ n ~ 2 ~ ~~, 9S,z 3 l ~ ' cam" ~o,~.~;1 '~ ~ ~ b" s..~co:1 ~~ i .. 2g,h~~ :~ ~~ ~ z . N o~~; . ~ e~~ ~~ ay kw,~ ~o" o.st 3 C ~ " ~) ~i i .~.,. v ;~ ~..~.. o' IE--` ~' --.-~1 ~. ~- y O~ `~_ 2 g, ~' 14•~ I~q,3' ZS' ~, ~.~a,..~ ~~~z ~ Q(vc c~~ 4v wL?iv.,~ r -. / 3~~~ I I `5,0~ ~,s' is' I 3 0~ 3,0~ 3. 0' I I ~ l I I ~~ I .. \ 11,E ~` 1~ ~ 01 a~ o.~ \..`~ W. •~X cS2,y.Wv ~oO~ o~.. `~ »Q. ~ ~ ~o • '~~~ ( 3 ~ ~ ~ J ` a ~,e a.r. ~Ve~a~ ~~ve+a.c~ ~~.~M ~.. (r"'~ ~ra1~Q boh O"~ ...: v w~G.w'1 1 ~`~s_Gg --~ ~~, . ~~~ G~..~ .,~ q ~ F1a.,, ~j ~~ ('tic ~.~, " ' .' PIPE 3' -10 -~D~SSuAB~p SoI L ~~~ T oW ctwtD. SKET 3b1•!rJ L P 11'C ~,ELT~oNS C~e~. ~ ~.s ~ Fv ~. ~oQcE ~`~.i3~w WEATNERPROJF ~JLNETiOH I~ i7/,~7i',,7 v,k \ ~" 4 0 v~ti- K ~ t r ~ ~. "~ `~~wGa.v / ~ Z°,o~~ -+cx.G I ~4 PvC 1 i~ 40 Al ~ 3' ow' o ~ ti,,-.v 5 ,, 3 ~„ ,o i oca~ PwlP ~ ~Q„ I1 CoKCRE-f-c 1 b~oCK ~ 1 l.. Y. l'j" `J ~~ ~ ~ ~ L L+O.CKING~GOVfiR -~ ~vo~N ANC ~ ~BE~ . avlcK cl~co.IytcT--~ ~f"' > ~~. 24u t.U, Mgli11Q1FS .... A \ D D ' BAFFLE,; ~~-S' IL.'~b ~!'ti. SfPTiC t _ SPEGIFI•CATIOiJ$ 0o s C l.~ ; a., e~,• ~ ~~ T~u..s MI--IUFACYU0.CR: (JUMOCR OF DO~CS: PCK ~..~ T^1JK SIZC; 1~~r~"° GALLOWS •.DOSC VOLUMC > ~ ~~ g AuARr'1 ~"1IWUiACTUii,CR: S `~ `~ ~'~-~~~ IWCLUOIIJG 6ACKFLOW~ ;,~., -ti; SwiTCH TyP[; ~`~" "fib ~uMP MAIJUFACTURCR; ~oe~ ~' CAPACITIES A. Z°`~ wCHCS Ok ~~~'Z ;.F._~.: g ~ Z' ~ucHfs oa 3SS2. • _ S~ 0 MOOEL -JUMDCR: ~~ ~ IS'0•$¢ D^ 9 INCHES ca ~~.... ~WiTC11 TbP[; ~Q''4"`Y " IJOTE: PUMP AWD ALARM ARC TO eC MI-JIMUM DISCMARGC RATC ~S"~1 GPM WSTALLCO 01,1 SEP~aArf CiKC.. ~~ VCRT~C/~L DIiFCRCIJCf CfTWCCU PUMP OF/ AUO OISTRI~UTIO-J PIPC.. , ~~~ FECT + MiuIP1UM uETWORK SUPPLY PRCtLURE ~ ~ ~ ~ ~ ~ 2'~~ FCCT'~ o `~~~ + ~~ i'CET OF FORC[ MAIIJ X ~\`~ f~ , -OO -LFR1C~ 101J PACT01l. ~ r~'~ FECT ~`' ~` ~ ~~~ '- TOTAL pyf.IAMIG H/CAp `1~ FECT 11JTERIJAC. DIMC1J610W4 '0I TAIJK: LEl.lfs'fN I~?„~~, ~g,' 3~O •w~oTH ; Llqulo OC PT H Pa~.~ 6 ~ a Z1 ~1 ,.• HEAD CAPACITY CURVE MODEL 152j153 w ~ ~ w w ~ ~ 50 12 --I 40 0 w x ~, 30 z $ r 20 ~- 0 4~ 10 ousoe 0 53 20 40 60 GALLONS i LITERS T 0 80 160 240 FLOW PER MINUTE 80 100 320 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Owik-Box available for'outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. 1521153 MODELS i----- Control Selection Model I Volts•Ph Mode Am a Sim lex Du lex N 152 115 1 Non 8.5 1 2 a 3 BN t 52 !_ t t 5 1 Auto 8.5 Included 2 or 3 r E t 52 ~ 230 1 Nan 4.3 1 2 or 3 BE152! 230 1 Auto 4.3 Induded 2 or3 I N 153 '' 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10 5 Induded 2 3 1521153 Series TOTAL DYNAMIC HEAd~CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL 152 153 Feet Meters Gol. Liters Gal. Liters 5 1.5 69 261 77 291 10 3.1 61 231 70 265 15 4.6 53 201 61 231 20 6.1 44 t 67 52 197 25 7.6 34 129 42 159 30 9.1 23 87 33 ~ 125 ~ 35 10.7 -~ -- 22 ~ 85 I 40 12.2 -- -- 11 ~ 42 i Lock Valve. ,38.0 Ft. (lt.6m; a4.0 Ft. ('3.4m), 3 27/32 ~2 :2 ~ ~ ~ ~, r= ~__~-~ __ j z ,;e ~,~ ~ !, -~ I i~ r ' ig r- _ . I ~ ~ ; -1_ SKZOSa __ or SELECTION GUIDE E t 53 230 1 Non 5.3 1 2 or 3 BE153 230 t Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. o CAUTION 2. See FM0712 for correct model of Electrical Alternator E-Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most recent National ElecVic Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float System. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 ,~ ` ~, Louisville, KY 40256-0347 Manu/acturers of . . LO '' j` ,~ `r' SHIPT0:3649CaneRunRoad ~ Louisville, KY 40211.1961 • Qaaurr Pur+as S,vcE /,9,99 http://www.zoelleccom ~ PL/MP !O. (~2) 778-2731. 1(800) 928-PUMP FAX (502) 774-3624 © Copyright 2000 Zoeller Co, All rights reserved. V ..~ System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715-235- 1 132, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system; weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. [f this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 0. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 ~`~ CRt3-~i COUNTY SEPTIC TA~1K l~~AIN r'L~NANCE AGREEMENT AivD OWNERSHIP CERTIFICATION FORM ~...~j'ttf 11Ci'r~ 1.4 tiyt:r .LYi zl~.lu3i; A[3dress i~11L'}Q~: t,y Address it~~'State /~~ z~2~ s~ I ~3 a5a~ ~~. W Ud(/l Ui~ll ~. ~ ~' ~--yaZ ~= ('Verifieatian required from Planning Departmen[ for new consauction)_ Parcel Identification Number ~ ~ U ~~ - ~ O 7 ~ ~ ~G - a~ G ~`1 II~~G'~~ii~~ -ropcrry I.<ocaiionn~,~ '!~, ..~1~ `/.~, Sec. ~, T_ 7~_N-R~W, Town of CQ u ~G ~~~~° abdivisi.c~n Lot # ~er~Y~.ed S~r~ey n'fap # ~~,~ g D 7 Voliune /~, ~ ,Page # ~/~ ~ ~~ ~~~~°'aTd ~e~,~F ~ 3 `~ 3 g 3 .Volume gl L- ,Page # ~ Z ~ ~~~ Ilo~e ~ des no Lot lines identifiable Dyes ^ no ~'~'S~'EIYt ll3A~ITENANCE ~ " Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance cc,ruists of pumping out the septic teak every three years or sooner, if needed by a licensed pumper. What you put into the sys[eru cart affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. (;roix Zoning Department a certification form, signed by the owner and b}~ a wast~rplumber, journeyrnanpluniber, restrictedplumber or a licensed ptunper verifying that (1) the on-site wastewaterdisposal system is iti proper operating cortditiou andlor (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 11~tle, the undersignedbave read the above requirements and agree to maintain the private sewage disposal system with the standards set firth, hcrei:n, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certiiicatior1 stating that your septic system has been maintained must be completed and returned to the St, Croix County Zoning Office ~ri[h ~ 1 3 0 slays of three ye expiration date. 51~2,tA F PLICANT DATE ~WI~~2 CERTrI,~CATION <<f/2 1/~l~ I (we) certify that aA statements on this form are true to the best of my (our) knowledge. I (we) am (are} owner(s) of xlae pro eriy descri d above, by virtue of a warranty deed recorded in Register of Deeds Office. Zl/3 oy ~IGNATUi2.E PI.ICANT DATE """"** Any iafortnation that is uus-represented may result in the sanitary permit being revoked by the Zoning Department. '~~'~*~" ~~ Iuc:Iude with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey m,ap if reference is made in the warranty deed POWTS OWNER'S MAI~iIjAL MANAGEMENT PLAN FILE INFORMATION Owner ~ L .Permit # DESIGN PARAMETERS Number of Bedrooms 100gpd/bedroom ^ NA Number of Commercial Units NA Estimated flow (average)* gaUday Design flow (peak), estimated x 1.5* ~ (~ ga]/day Soil Application Rate r ~ gal/day Influent/Effluent Quality (NA^) Monthly Average** Fats, Oil & Grease (FOG) < 30 mg/L Biochemical Oxygen Demand (BODs) Total Suspended Solids {TSS) ~ 220 mg/L 5 250 mg/L Pretreated Effluent Quality Monthly Average*** Biochemical Oxygen Deman ODs) ~ 30 mg/L Total Suspended Solids (TSS) Fecal Coliform (geometric meant 1030 mg/L Maximum Effluent Particle Size 1/8 inch'diameter * Wastewater Flow Verification on and ulations: (Other than bedroom based) ** Values typical for domestic (non-commercial wastewater and septic tank effluent. *-** V aloes typical for px'etrea#ed wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity gal ^ NA Septic Tank Manufacturer ; ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model p ^ NA Pump Tank Capacity gal ^ NA Pump Tank Manufacturer ; ,~ ~; ^ NA Pump Manufacturer ~.y~ ~' ~ ^ NA Pump Model .e ^ NA Pretreatment Unit A ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: Dispersal Cell(s) ^ ln-ground (gravity) ^ In-ground (pressurized) ^ At-gradeMound ^ Drip-line ^ eit~T r: ^ Leaching Chamber Manufacturer Model Approval Stipulation Soil Application Rate_,gpd/ft2 Area Req. Absorption Area Credit per unit ftz Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= min Materials: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. DESIGN CRITERIA ^ "Wisconsin At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ^ :"Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". RJ. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 ^ SBD -10570-P (8.6/99) "At-Grade Component Manual Using Pressure Distribution" ^ .SBD -1056? P (8.6199) "In Ground Absorption Component Manual" ^SBD.-.10705-P (N.O1/Ol) "In Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6f99) "Split Bed Recirculating Sand Filter System Component Manual" ^SBD -10572 P {8.6/99) "Mound Component Manual" SBD -10691 P {N.O1/Ol) "Mound Component Manual" Version 2.0 ^ SBD - 10595-P (86/99) "Single Pass Saud Filter Component Manual" O SBD • 10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^SBD -10573-P (R 6/99) "Pressure Distribution Component Manual" ^ SBD - 10706-P (N.O1/O1) "Pressure Distribution Component Manual" Version 2.0 ^ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE MONITORING SCMEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) Clean effluent filter At least once every At least once every ^ months ^ months '® year(s) year(s) (Maximum 3 yrs.) Inspect pump, pump controls & alarm At Least once every ^ months year(s) ^ NA Flush laterals and pressure test At least once every ^ months year(s) ^ NA Valves Other: At least once every At least once every ^ months p months ^ year(s) = ^ year(s) NA NA Page of ST~iRT UP For new construction, prior to use of the POWTS check treatment,tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. ~ . System startup shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal. units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and. seeds, bones, and food solids such as those produced by a gazbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigazette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ^ Valves Valves shall be operated in the following manner: Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regulaz operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access openings used. for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locddng device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one-third (1!3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufachuer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Pump Chamber/Treatment Tanks Component / The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. ^ In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any dischazge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of Mound, At-Grade, In-Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or unpending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) yeazs. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacemen# system: ^ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for anew soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement azea. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement azea is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank maybe installed as a last resort to replace the failed POWTS. ^ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. ~. Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLE Name Phone 7 %.S- ~ ~ '~ ~~~~ ~ Z Phone ~~ ~ ~- ~~~ ~~'s lti ~a"~~ K:\WPIIATA\EH~POWTS OWNER'S MANUAL.doc POWTS MAINTAINER Name Phone LOCAL REGULATORY AUTHORITY Agency -~- ~ ) Phone / S~- Page of ' commerce.wi.gov i ^ ~scons~n Department of Commerce ~ECEIVE~' JUN 0 1 2004 ST. CROIX COON I } Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce. state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 26, 2004 CUST ID No.225094 MICHAEL P ROGERS ROGERS PLUMBING N4563 320TH ST MENOMONIE WI 54751 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD - HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/26/2006 SITE: Steve Lynum I~'2~ 250TH St ''"T- Town of Eau Galle St Croix County NW1/4, NW1/4, S26, T28N, R16W Identification Numbers Transaction ID No. 1004256 Site ID No. 670876 Please refer to both identification numbers, above, in all cones ondence with the a enc . FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 943138 Revision; Maintenance required; 450 GPD Flow rate; 12 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, ~~~ stats. The followin conditions shall be met during construction or installation and rior to occu anc or use: DEr~RTMENT t g b P P Y .~, ~.,~ ~.R~ • 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 (iV.01/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). General Approval Requirements: SEE C • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. Stat MICHAEL P ROGERS Page 2 5/26/04 • Comm 83 22(7) A copy of the approved Mans specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the D~artment which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/insta I lation/operation. 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, ~~~G~2~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@c ommerce. state.wi . us Fee Required $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing < e-mail U. 256'OP ~7'i STATE BAR OF WISCONSIN FORM 3 - 2000 Document Number QUIT CLAIM DEED This Deed, made between Steven M. Lynum and Peggy A. Lynum, husband and wife Grantor, and Jeremy W. Wildner and Stacey J. Wildner, husband and wife Grantee. Grantor quit claims to Grantee the following described real estate in St. Croix __ County, State of Wisconsin (if more space is needed, please attach addendum): Part of the Northwest Quarter of the Northwest Quarter (NW 1!4 of NW 1!4} of Section Twenty-six (26), Township Twenty-eight (28) North, Range Sixteen (16) West. Town of Eau Galle, St. Croix County, Wisconsin, more particularly described as follows: Lot One (1) of Certified Survey Map filed January 29, 2004, in Volume 18 of Certifted Survey Maps, at Page 4694, as Document No. 752907, office of the Register of Deeds for St. Croix County, Wisconsin. 76 1 082 KATH1l,EEH H. MAL.SH REGISTER OF DEEDS ST. CROIX CO.. MI RECEIVED FOR RECORD 04/29/2® 03:00PM QUIT CLAIIh DEED EXERT ~ 8 REC FEE: 11.00 'TRANS FEE: COPY FEE: 2.00 CC FEE: PAGES: 1 Recording Area Stacey Wildner 175 250th Woodville, WI 54028 008-1074-90 Parcel Identification Number (PIN) This is not homestead property. bisJ (is not) Together with all appurtenant rights, title and interests. Dated this __y2~~ day of _L~~~~~ 2004 AUTHENTICATION Signature(s) authenticated this _ _ day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, _ authorized by t? 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin,_WI54002 _ (Signatures may be authenticated or acknowledged. Both are not necessary.) Person lly came before me this ~~ day of r , 2004_ thera.b~~ov•e~~ n,, amed Steve Lvnum and Pet=_av Lvnum -."""""w.:- to me~iown to be the ins m t and~cknay /~ri~ittf-r ~ Y~cLc~/j~ Notary Public, State of WISCONSIN o' . My Commission is permanent. (If not, state r ,,~~ ~* ~' + + ~~ ~ ?'..~" Q '" Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN QUIT CLAIM DEED FORM No. 3 - 2000 INFO-PRO (800)655-2021 www.infoproforms.com ACKNOWLEDGMENT , STATE OF WISCONSIN ) -) ss. St. Croix County ) ,. I _~ _ _ _._. ._. ,. ~_ ..~:..__ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSIiII' CERTIFICATION FORM OwnerBuyer Mailing Address w~ P~~z~ 6y Property Address (Verification required from Planning Department for new construction) °~' City/State ~ Parcel Ide tification Number ' (7U~ t/~ t.L >/ , ~ SAD z~ C LEGAL DESCRIP,,T((I''OIN i~,op~ r,ocat~rt NW %. ~,~'1., Sec. 2 ~ T ~ N-R~.W, Towa of ~l~ Ci'/~ L L ~ Subdivision c~ .Lot # Certified Survey Map # ~ 5 Z ~ ~ ~ .Volume r ° ..Page # ~u lT Lam/ »" ~ (~ ~ ~ ,Volume 2 ~ ' b .Page # 3 ~" ty Deed # S house ^ yes t~fio Lot lines identifiable yes ^ no P~ SYSTEM MAINTENANCE .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 pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a anasterplumber,journeymen plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 ' ys of ine '~~ ear expirauJ~x ciaC. 6' / 6 / IGNA OF APPLICANT DATE DWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) lmowledge. I (we) am (are) the owner(s) of ~.e property 'bed above, by virtue of a warranty deed recorded in Register of Deeds Office. ,,~( ~~ //'' ''! 1 ~~ / QY r A OF APPLICANT DATE t** Any infona~ation that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** elude with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ~s~~~~ VOL 18 PAGE 4694 REGISTER OF DEEDS ST. CROIX CO. , 1tI RECEIVED FOR RECORO 01/29/2004 09:00AM CERTIFIED SURVEY MAP Steven and Peggy Lynum Located in part of the Northwest '/, of the Northwest //, of Section 26, Township 28 North, Range I6 West, Town of Eau Galle, St. Croix County, Wisconsin. N BEARINfsS ARE REFERENCED TO THE WEST UNE OF THE NORTHWEST 1K OF SECTION 28r T 28N, R 1BW, ASSLMEDAS S 00 +D000" W. OWNERS ADDRESS g~ pr FEET 1.130. 175 250TH STREET WOODVILLE, Wi 54028 50 0 5o too Aso g!s• ~ UIVPLATT'~Q L4IVOS 'n K ~E I ~ ~~~ - 3 87'40'58• E 2631.00' - ' `~ ='• `O '~ • `. - S 87.40'56" E 540.58' - $00'00'00- - - - - - ~" NORTNWESTCORN~ -~ _~~a~ Q~__-'- --= S 8T40'S8' E 387.41' •.. ~6't -ems -- -- ^- ------------------- ' SECTION 28, T 28 N, R 18 W (FOU U I 1 1 CUMIN UM MONU ++ I I I ~ 1 f 33' 133' I (~IVP( ATT~Q LA1VQ~ g '~ W, 1 I ~ ~` ' ~ I y;l I I 3 I= ~ 1 9 4 t!Y ~ I I _ ^'- ~ ~ S ~ 'i vF A^ ~. ~ _ ~ 33' ~ 33' I ,~i i i . r rrrr: .2 APPRO'V Itlti~ sr.cROU000UwTr PhrrMna Zanlno w..d w,~r< ~-, . .-an~ 2 9 zoo4 if 1101 reoolt7ed within ;iu Co, . approval tla0a approval shall ar' 1111 pn~ .,sir ~ • \ \ g~9 . \ ' 35.5, 1sa.9r , •' ;~r.~ 3~x~ ~ ~ Q 0 ~ m LOT '! „'± ~ s~ 12o sQ. Fr. OR 2.000 AC. -~ '- R C 1'i N 89°11'39" W 297.11' NORrrr ra coRNER SECTION 28. T 28 N, R 18 W (FOUND 1-1/4" O.O. IRON P~ S 87'40'58• E JI -2091.02'- •~,A 71N(MTHL- /NE~ ~/Wt/4~~ \. ~Z \ ~"' \ ~N \ \ 9 `9 ,L ; l~ ~~ ~' ~ p~$ PRNATEDRNEWAYEASEMEIYT PER VOLUME 2497,PAGES 260-267 ' W ~~ . ~ ~ ~~~ OF ST. CRO/X CO(JNTY RECORDS. l ~~ ~ { a I WEST 1/4 CORNER``` SECTION 28, T 28 N, R 18 W (FOUND 2.375' O.D. IRON P/PE) i~s~~NS~ S~ .. ''~ ° LAUREN W. MU ~ yf' ~ ~" RIVER ~ ~ • FALLB, • y w1. ~ • • J F t..atav 8 ~~~: MAY 5, 2002 REVISED: JANUARY 27, 2004 k ~ T .F~ FNT7 lND1CATES 1-?/I' O.O. x 2~' IRON O PIPE SET (MIN. WT. - 1.19 LB./r_F.) D SOIL BORINGS (PROPOSED SEPTIC SYSTEM) 0 SECTION CORNER MONUMENT (AS NOTEDJ - x - !NDlCATES FENCECINE THIS INSTRUMENT DRAF7E0 BY JERALD L. UIRSON SHEET 1 OF 2 Vol 18 Page 4694 Page 1 of 1 Pam Quinn From: Rod Eslinger Sent: Wednesday, May 05, 2004 10:06 AM To: Jennifer Emmerich; Jon Sonnentag; Pam Quinn; Kevin Grabau Subject: FW: Wildwood trail FYI I'll attach this email to the soil test. Rod -----Original Message----- From: Bob Heise Sent: Wednesday, May 05, 2004 10:03 AM Tp: Rod Eslinger Cc: Dave Larson Subject: Wildwood trail Rod, Last week I had received a call from Steve Lynums, Section 26 Eau Galle Twn. (175 250th St. Woodville) regarding property setbacks from the Wildwood trail. He had indicated that his (son or daughter) is planning on building a house on his property near the Wildwood trail (Sec 26th) and has some questions regarding any setbacks and property lines on the Wildwood trail. Much of Steve's properly borders the Wildwood trail as his east property line. On Wednesday, May 5th Dave Larson and I met with Steve to conduct an onsite visit of the proposed location of the house and discussed setback limitations. On the Wildwood trail our property line varies depending on the location. The distance has variation of 50 feet from the centerline of the trail to 200' from the centerline of the trail. In this particular area the the property line is approximately 50' from the center line of the trail. Dave Larson did provide Mr. Lynums a copy of the property deed in Section 26. An existing barb wire fence line is in place and was agreed by Park staff and the landowner that the fence was the historically established property line. The proposed house itself is actually to be place 40 - 50 'west of the existing fence line. There will be no reason to cross the trail. I had informed Steve that he should recheck with the Township and County Zoning for property setbacks, but what I was shown today and the proposed house location, this should not be a problem. County Conservationist St. Croix County Land and Water Conservation Department 715-684-2874 Ext 129 5/5/2004 Page 1 of 2 Pam Quinn From: Steven Fisher Sent: Monday, May 12, 2003 4:37 PM To: @Zoning Department Subject: WILDWOOD TRAIL -CAUTION WILDWOOD TRAIL BACKGROUND... The County Wildwood Trail (recreational trail predominantly located in Town of Eau Galle and Baldwin) has been the subject of some controversy over the last several years..in terms of who owns it...t11e County or adjacent property owners. The County has a rock solid position that we do in fact own the recreational trail, and can restrict or. regulate the crossings (for. uses including residential uses) to this bike trail. The PZPC adopted a strict trail crossing policy within the last b months. Bob Heise .from LWCD called anal stated that they did a survey of the trail today and noticed a landowner preparing a crossing across the trail (they purchased the property from for~-ner Town of Eau Galle Chairman Don Rodel -who is fully aware of the policy and the county position) CROSSINGS REQUIRE PZPC APPROVAL A crossing is not allowed unless it is consistent with the PZPC written policy and until the PZPC approves the crossing. Allegedly the buyers have already started cutting trees on County R-O-W, Bob Heise will be taking pictures and sending us some information on this potential violation located in Section 10 Town Eau Ga11e -Owners -Terry Wampstead (sp?) We cannot issue septic permits for properties that propose accesses across the trail. If a request is made they should talk with me. Jen, I imagine this will be a code violation, you can act on it once we receive the pictures and info from Bob Heise @LWCD. Steven Fisher, AICP Zoning Director 5t. Croix County, WI phone: (715) 386-4680 fax: (715) 38b-4686 Zoning Department Web Pale 5/14/2004 Page 1 of 1 Rod Eslinger From: Bob Heise Sent: Wednesday, May 05, 2004 10:03 AM To: Rod Eslinger Cc: Dave Larson Subject: Wildwood trail Rod, Last week I had received a call from Steve Lynums, Section 26 Eau Galle Twn. (175 250th St. Woodville) regarding property setbacks from the Wildwood trail. He had indicated that his (son or daughter) is planning on building a house on his property near the Wildwood trail (Sec 26th) and has some questions regarding any setbacks and property lines on the Wildwood trail. Much of Steve's property borders the Wildwood trail as his east property line. On Wednesday, May 5th Dave Larson and I met with Steve to conduct an onsite visit of the proposed location of the house and discussed setback limitations. On the Wildwood trail our property line varies depending on the location. The distance has variation of 50 feet from the centerline of the trail to 200' from the centerline of the trail. In this particular area the the property line is approximately 50' from the center line of the trail. Dave Larson did provide Mr. Lynums a copy of the property deed in Section 26. An existing barb wire fence line is in place and was agreed by Park staff and the landowner that the fence was the historically established property line. The proposed house itself is actually to be place 40 - 50 'west of the existing fence line. There will be no reason to cross the trail. 1 had informed Steve that he should recheck with the Township and County Zoning for property setbacks, but what I was shown today and the proposed house location, this should not be a problem. dc}t>~ s _ ~ . County Conservationist St. Croix County Land and Water Conservation Department 715-684-2874 Ext 129 5/5/2004 r V1~ ~isin Depa~ Diviswn of Safety .~ ~~ G~o~~~~~- t of C~~.l~f F~' SOIL EVALUATION REPORT Page ~ of,~~ Buildings //~~ (y in accordan with Comm 85, Wis. Adm. Code ,. ohp ~ ~ at ~ nn ~~~ Attach complete si plan p e n Ids~th~n 81/ x 11 inches in size. Plan must ` .w~.. inGude, but pot (irp ed to; vertical and horizontal refs nce point (BM), direction and pew I ym acrd slaps, sca or dfine_ nsFdbhiioik6is11o'ow, ®nd cation and distanc® to neereat romd. " ONWG ~F*I~~ ref ~ mfr,,.. Re"' ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z Property Owner Property Location // L IvC~M ~i-e~e. Govt. Lot ~ k; 114 ~.a11/4 S~b T ag N R ~ ~ E Property er's Mailing ddress Lot # Block # Subd. Name or CSM# r~ s- ~ ~. y - -- . City ' State .Zip Code Phone Number ^ City ^ Vliage Town Nearest Road New Construction Use: (Residential I Number of bedrooms ~_ Code derived design flow rate yJrC~ GPD ^ Replacement ^ Public or commercial -Describe: Parent materlai ~ :~ ~~ C I AGE ~ ( •~-~ 1 \ Flood Plain elevation if applicable ft. General comments and recommendations: ~~ ~J~2.. `r• aa~c, « cs~c 5.~~ ~• ~-b1e 56~ ~ . ~-a, 1-~r.R, ~r~rYr.rvl- o ~- e+~w~ ~- ~,rY, S ~ fir; +prvks . ~~-4.~~-^ , ( Boring # ~Uy Boring 4 2 G,c'Cy~"~- t}"u ~(~''~'r c~u`1;' a i 1~ Plt Ground surface elev. y • ~ ft. Depth to limiting factor i J in. Sott lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfg n. Mansell Qu. Sz Cont. Color Gr. Sz Sh. `Eff#1 `Eff#2 I -~ , ~ ',-'3 ~ b ~r ~ ~ ~F .G 7, y G~ '7, tC ~r ~ Z a Boring # Q Boring _~ I ". ~ Q y ~ ~"' , ft. Depth to limiting factor • Pit Ground surface elev. in• 'Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffr In. Mansell Qu: Sz Cont. Color Gr. Sz Sh. `' ~~ " ~ ~'Eff#1 •Eff#2 -, -- ss~~ a~ ~ . c : ~, , 6 7 5 SCI s ~ . ~ ~, ~~is~ ~/- /~-oy Ouc ~ ~~ mod, ~~,o;~ d~ ,~ - y - ,~~~- sn~ J~-vc~~^ (JAr~~ Mort) . ~Hd ~$ K Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mglL -- " ~ _ "_ _ ~ .:~ , - - CST Name (Please Prints Sf n CST Number ~~wis \~ ~ rr ~ ~534~ Address Date lu tion onducted Telephone Number 0'?~3- /yam ~~ ~~avrn~~t; .sus ~6 0~ "7~S-a3S/883 3 I (Property Owner ~~ NU vv~, ~t-C,V Pi Parcel ID #, ' I ~,1 Doring if ^~, Borng L~~ air Ground surface elev. ~y` ~O tr ne,;.~, .., n ................... t~ a Bo ng # I^C~ Boring 1 t~l Pit Ground surface elev. ~y ' b ft. Page, ~ of Horizon Depth Dominant Color - Redox Description Texture - -- -o Structure .----. Consistence - ... Boundary ` Roots Soil Ifcation Rate GPDlfP in, Munsetl Qu. Sz. Cont. Color Gr, SZ Sh. - . `. ~~, ' Eff#1 'Eff#2 -~ ~ ~ 5 `-- " ~ mfr ~ , I ~y . `. ~ ~ ~ - Ho Depth Dominant Color Redox Description Texture - -r - - ••-----• Structure ` •--•-• Consistence .... Boundary .Roots Soil Ii GP catlon Rate D/ft= in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z. >/3 `7~ S ~i2 -- • ~ ern r»t ~ _ ~ ~ ~ , ~ , g 3 rl 7~ y y ----, S; ~ i~, rr ~-S .~ F : r ~ ...~ ~.. ~6 • d0 ?~s ~4 ~ ~~ . y ~ ~ .~ Boring # ^ Boring ^ Plt Ground surface elev. ~~~ ft.• Depth to Ilmitlng factor in. o I A Iicatlon Rate Horizon Depth Dominant Color Redox Descriptlon Texture Structure Consistence Boundary Roots PD in. MunseA Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff-l2 - ., . , _. , ~._ • Y _ ~ ~ ' Effluent #1 =BODE > 30 < 220 mgll and TSS >30 < 150 mg/L • Effluent #2 = BOD< < 30 mgll and TSS < 30 rrtglL - _ ;: ~~: The Department.of Commerce is an equal opportunity service provider and employer: If you need assistance to access serncw aeed• material in an alternate format, please contact the department at 608-266-3151 or TTY, 608-264-8777. ~,. , . ' ~ _ ~.~, 8B0.ia30tR.6/00) ' ~: ~ ~~ ~~ . ~'`1 ~Jo 83 s~- I~c,~ Qro~~'X'^,S p - 44.6 (3~' aF FI ~,~ 54Q.c1 ~L ~ ~~A, d~,~, ~3m 1 `i'~ Pop~I -4~,e ~a`-~ P~pos;~ N~A ~Y-'+Z TqP off- ~~~a~~ \~ J ~ Sties i,. ,- N SCAM I ~~ yo QL ~ ~~ p ~m op~N ~ - ~ropo:,ec~ __... __ _.,,\ ~y~J i5 F~l U,~U P'~ ~~ as39~~ a ~~~ N~~ ~~~ ~~ OA~GINAL ~ I Q+~ye 3/~ s ~i ~7'UV1y w~l i:~~ 4y, 3 ~ 3a/. B~ z f~3 o D r t~ aril ~~ 1~ `.~c.,~-l . ~ 1 CAF sc o}- ~ I . .. , ~ / - i5~VA~' ~a~ ~~~o.~ ~~. ~ S S//t~lJm, ,ST~//~ Parcel ID # ' , :Page ~ of _r~-- PropeRy Owner / -- (1 l/,L~Y O n , / .; ; r/ ;~ 7 -r~V~c ^ Boring , Boring # Ground surface elev. ~~r ~ ft. Depth to Ilmlting factor ~Z in. ~Plt SoA A lcation Rate GPDIft' Horizon ' Depth In. Dominant Color MunseU ' ~ (~f-~I IC~~~3 3 z ~8 lu 3I3 3 $-1Z l sl y l2 + lU~ ~~y Redox Description , Qu."sz. Cont. Cobr -~-- Texture t I Structure... Gr. Sz. Sh. o~ ~ ebk ~ Conststence t~vt•~orl. Boundary 5 G 5 ,Roots IF" F 'Efi#1 • ~ ,~ 'Eff#2 ~ g ^ boring ~~ ~ / ©Boring # ft ~ th to limiting factor ~2 De ~/ _ in, Grou Pit nd surface elev. ~_ -lf[LL • p _ Horizon Depth Dominant Color Radox Descripton • Texture Structure Consistence Boundary Roots in. Mansell Qu. Sz. Cont. Cobr Gr. Sz. Sh. 1 ~ -- StI ~'~b~ yY-jUK ~ I(= z L 5/ _ 5~ I i w. ~ m.~- rt ~ 5 - fZ + tpyrLi/ 7S ~ ,6 r I 1 w. e,bfi vv-d-rt - ,U Application Rate GPD/ff' Eft#1 'Efi#2 .; b .. a .6 $ e-t . ~' a ^ Boring, lf~' ~ / r/ , Boring # Ground surface elev; 7 ft. Depth to Ifmiting factor : ~ L.~ ln. ^ Pit SoU batian Rate Horizon Depth Dominant Color Redox Descriptbn Texture Structure Consistence Boundary .Roots GP 'Eff#i D~ft' 'Eff#2 in. Mansell Qu. Sz. Cont. Cobr Gr. Sz. Sh. -. , l0 a/ --' . s; i -~bblC ~ t2 t F : ~, ~ 8 ~ ~ ,2 ~~L S/ ~ _ 'Effluent #1 = BODs> 30 < 220 rnglL and TSS >30 < 150 rng/L 'Effluent #2 = BODs <_ 30 mg/L and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider`and employer:' If you`need assistance to access services or ' ' 1' 608-264-8777:' I need material in an alternate format, please contact the department at 608-266-3151 or '1 saD-~u3o tx.mim~ t, ~. i axyA~dS .~,,,~ ~.~, c~-~Iti --ivy-ter=o- y ~ ~~ ~~`` ~ ~5-~ ~.1~,. ~ ~ ~ ~~ QrO~ri`5 ~L ~ ~4~ 'Su`~~X ~y ~ ~~.~. Sm 1 `1 ~ i Pap F.I -~,ree U~, Pbp~:~ NJA ~m z ~ off- ~~~o~ ::: I \ ~. r - ~ ~ ~ 5~~ Z ~~~ ~~A ~~ UAlka~ (~.~~w.c..~.4 ~~~ ~~ i;r~~ FINAL i i -~Cc ' N i ScAi£ ~, _tio ~ ~ e,~ 96,x, ~` ~_ ~i~~ ~+Url~l~l ~~' ~~~y n l ~- ~ ~!c .~~~.~ ~~ .~ ~L,~1r4,,ti, .r / ~ ~~ . ~a ;5~ J \l ~ ``\ \~` o~~ ~ ~'~~ 3 - o gy ~'3/ a rw / ;.. v D/ ~a State of Wisconsin Department of Commerce- Safety & Buildings Division Bureau of Field Operations INSPECTION REPORT Leroy G. Jansky Department of Commerce 13 E. Spruce Street Chippewa Falis, UVt 54729 Inspection Date ~~ tai •~V-ca~mr~r ~: p ~ Personal information you provide maybe used for secondary purposes [Privacy Law, s.i5.04(1xm)]. Name of Premises Address or Legal Description ownship County Master Plumber Name and Address Master Plumberfirm Name and Address Plan I.D. No. Sanitary Permit No. .InnrrSos man Plumhar/SOfl'Test6r s) and License Number(s) - ( L'IC enSed Person's Name l-F' f gl ~ (n~ j ~ Ll~~~-~!_,. ` !~ ~}~ll.fy~lp.7.. ~ __QCJLmJ~ll{„f~ __ Owner's Name and Address kX~C.mj~V)t,C,,v k3T St.I,D'Z,~ f f E 2 i 3 .......... ..u. ,.,,, _ ,. ....... „g i ,. 1 Page ~ Of _~ Signature of Responsible Licensed Person (only one needed). Signatur f Plurm3bing ConsultanUPr' ate Sewage Consultant CO IeS to: (Check all 1 Or[ginal: p that apply/ , - .~ SBD•6192 (R.12/96) District ~ . S&B ~ Plumber ~ Owner ~r Couni~jr/Local Insp'1 Other tS m~ ~ ~ r . r `1 :..a:J _MaY.o ~ zoo4 _~~. e~t~+~~GU~~T ~~ _._. 'ZONING OFFICE ~; ~~.~ ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715)386-4680 Fax (715)386-4686 Memo to File From: Pam Quinn Date: 4/22/04 Re: Soil Report verification on-sites (4/15104 and 4/21/04) On April 15, 2004 I performed on-site inspections for proposed CSM sites to verify soil reports submitted for system installations in soils documented as meeting the A+4" restriction for mounds. On April 21, 2004 Leroy Jansky, Regional Wastewater Specialist and myself visited three of the four sites to follow up on my inspections. The following is a brief summary of our findings: Site #1 Jamie Lancer Lot 1 CSM# 637772 V. 15/P. 4028 - SE %4 NE'/4 Section 32 T28N R16W (Town of Eau Galle) -The soil tests submitted by Adam Schumaker (9/24/00) are not suitable for A+4" conditions. Due to the delay in using the reports, the site has been hayed and benchmarks/soil test pit locations have been obliterated. The general location for hand borings were documented in my notes and I used the dimensions shown on Adam's plot plan to find approximate tested area. The site contours were not properly represented on the plot plan and the slope is more concave than expected. Three hand borings were dug, all with prominent mottling found @ 10" in massive sandy loam below the A-horizon. Soil profile descriptions are attached. An interpretative review or groundwater monitoring would be necessary for this tested area, but there maybe other locations on the property that can be investigated. The owner will have to contact a soil tester that can do A+0" determinations before a mound design can be reviewed. Site #2 Steve Lynum/Jeremy Wildner - NW'/4 NW '/4 Section 26 T28N R16W (Town of Eau Galle) -The soil report prepared by Lewis Bjork 2/16/02) did correctly identify mottling at <A+4", but this condition was overlooked during the mound plan design and state plan review process. It was discovered during county sanitary permit application review. Lewis excavated another test pit next to his original B1 for my inspection and I found that distinct mottling was evident @ 11". Lewis concurred with this finding, as did Leroy Jansky. However, Mr. Jansky took time to examine 2 borings farther south and uphill from the original tested area, finding that the soils would just meet the A+4" requirement for a standard mound using component manual version 2.0. Steve Lynum and Jeremy Wildner were present and were advised to contact the soil tester and have a revised plan developed to send to the state for review and approval to move the proposed mound septic system to the acceptable area. ..~ - ~:. ~_~ Site #3 Jay Ul , ch proposed CSM - NE '/4 SW '/4 Section 4 T28N R16W (Town of Eau Galle) -Mary Jo Hollister had completed a soil report in May 2003 that separated the Ap horizon into 2 parts, but that doesn't count toward the A+4" minimum requirement. I dug three hand borins to verify soils near the test pits indicated on the soil report plot plan. I found prominent mottling @ 9" (just below the A horizon) near B1, @ 12" near B2, and faint mottles between 11 -18" near B3. An Interpretive determination will be required to support a design for a mound with <A+4" and additional area needs to be tested to provide room for a larger mound using a lower linear loading rate. Site #4 Roger/Tom Christianson proposed CSM - SE '/4 NE '/4 Section 34, T28N, R18W (Town of Kinnickinnic) -Carl Heise prepared three reports for this CSM (3/5/04) and I checked soil conditions on Lots 2 & 3 using the existing test pits; I removed backfill and exposed fresh soil along the excavated walls. I found his descriptions to be accurate regarding depth to mottling, although B 1 on Lot 2 appeared to have some redoximorphic iron deposits below the silt loam A horizon at approximately 10". This may have been tension-related due to the loamy sand layer observed at 8" -17". His site plans were completed properly so I could identify the borings reported, but there were some excavated pits not reported and the installer will have to make sure that the mound is placed over acceptable borings at the contour indicated on the soil report. Even if the soil tester "doesn't like" the pit, it should be described and/or noted on the site plan to avoid confusion or worse, installation of a system in the wrong soils. During the 4/21/04 site visits, Leroy Jansky concurred with my findings that the Uldrych and Langer parcels will need further soil investigation, saturation determinations, and designs developed for <A+4" mound systems. 1~ 4Yswnsin Department of Commerce Division of Safety and Bu(Idings N/~ V~r VV ~•~ 7tS- 30~-233 ~~~ ~'" tom,( k: ,M. SOIL EVALUATION REPORT Page ~ of~ in Arrnrrianrn w'rhh r ... flc Ur.. na... ~..~_ __ - • - - - - -- Attach complete site plan on paper not less than 8 1/2 x 11 inches In size. Plan must County `^~ inGude, but not limited to: vertical and horizontal raferen M), direction and Parcel LD percent slope, scale or dimensions, north an-ow, ~ io l s Ce to nearest road. ~ . P/ease print al pn. ~'~`` ` Reviewed by Date Personal inrortnaUon you rxovfde inay be uad r dory t~(PrH oy lea/, s, (t) (m)). ~'°.- ~ Property Owner ~ ~ ~.•~ . ~, ;t Location ~~M ~~'(:. r--., ~ Govt, ~ (,~ 1/4 ~1/4 S~(~ T p~8 N R ~ ~ E (or Prope , ~ Mailing Tess ~_ ~ ~-~ ~~ ~ ' s '~; ;: t~ Block # Subd. Name or CSM# ~ ~ rl , ~ 0. r ; City State- .Zip Code .\l ~ .,'[,City ^ Village Town Nearest Road ~ ~ S~ro 9 ~~ 1_ ~52~ ',,,~ New Construction Use: Residential / Number of I Code derived design flow rate y>~C~ GPD ^ Replacement + `_ Public or commercial -Describe; Parent material ~..7C' '~ fI ~ ~G; j~.., •~~ ~ \ ~ryo~ plain elevation if applicable ft• General aormrents and recommendations: e-~-~-W cn ~- ~-v-oyv~ 5s~p ~`c -t~•rv k 5 . ^ Boring Boring # ~ y aI Ptt Ground surface elev y -~ ft J D h ~ 3 . , ~ ept to 11mlUng factor in. Horizon Depth Dominant Dolor Redox Description Texture Structure Consistence Boundary Roots n. Mansell Qu. Sz Cont Color Gr. Sz. Sh. '~'~ _ rlit~ ~1' ~ib~L m~r ~ 5 7)r ~. ~ ` 7 ~~ i '~ i ~~ y 3 s ~i • - - ~~ ~ ; r, h room R_ ~-e ~ ,_ ~I ~i'd III.--4~; Rate 'Eff#1 'Efftt2 .s .s .N .~ Q goring # ^ Boring 4 { Pit Ground surface elev, ~{~ 3 ft, Depth to limiting factor ~"'' in. „ „ , .. _ ~~~ -30~ -a n 3 Ceti ~ ~ - t- - . ~ .t. .. Property Owner ~"'~' NVl YY1 ~.JTC.V e. Parr~i ID # Boring # ^ Boring 9ti Co Plt Ground surface elev.. '/ n. Dwnfh fn limlfiew foM... `~ Page ,,,~ of ~_ Horizon Depth i Dominant Color Redox Oescrlptfon Texh+re Structure ~~ Consistence Boundary Roots Soil IicaGon Rate GPD/ff n. Munsell Qu. Sz. CoM. Color Gr, Sz Sh. •Eff#1 •Eff#2 1 to ~ -- ~.~. ,~ , S . g .~ 5 ~_,--- ~ m ~ ` I . ~ ~ ~ ' ~ ~ y 5` c ~ ~ .Z 8odng # ^ Boring n alt Ground siufac~ elev_ rf nnnff, fn u..,11i.... s.,...,.. Horizon Depth Dominant Cdor Redox Description Texture . - - Structure o ---- Consistence .. . Boundary Roots soil i GP catlon Rasa D/fi? in. Munselt Qu. Sz Cont. Color Gr. Sz Sh. •Eff#1 •Eff#2 Boring # ^ Boring ^ Plt Ground surface elev. ft. Depth to I(miting factor in. Soil A ication Rate Horizon Depltt Dominant Color Redox Description Texture Structure Consistence Boundary Roots P D In. Munsell Qu. Sz Cont. Color Gr. Sz Sh. •Eff#1 'Eff#2 y .. ' ~ Eftlu~~~~~ mglL and TSS >30 _< 150 mglL • Effluent #2 =BODE < 30 mgA. and TSS < 30 mcyL The Department of Commerce is as tqual opportunity service provider acrd employer. If you recd assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. saw»o ix.aroo) . ,, ~;"t~JU ~ "" ~IC fl b~.~oe. p ~ ~ +eO~tt(.~4 s, M ~ Z. ~o ~ 5e~- ~owcK Qr°~~.5 y~ ~ ~d-~ ~m ~„ `1 ~- papal ~ va`-1 Pbpos~ \~ J ~ `~ ~ ~ ~~ i o~SY~~h ~~ ~ ~ ~''' t fill ~ ~~ ~ i i ~, ~~e• ~`f= YO f Q ~o ~ Ko ~~ a53~ ~~ 4y.3 9y.~ \ 3% T ~~, • v~v.Tr O(11GINAL P~ `~/3 ~~ ~ ` ~4~~x o ~ ~<<~/ ~. V °P~ Walko.~t ~"~~^^"^.F \. ti ~~~ I.n-s. L L ©Rm 2 r (Q~ ~~i ~'I~A+C N ~*L~ w~G- . lnrsccnsin Department of Commerce Division of Safety and Buildings r SOIL EVALUATION REPORT Page ~ of ui awuwanw wun wnnn oa, vv~s, r+um. wu~ County ' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size Plan must ` "~"' include, but not limited to: vertical and horizontal referen . M), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, ~ 'o ce to nearest road. Please print al ion. ~ j~, R ewe Date Personal inforrnaUon you provide may be used r dary ~oS~'(Prly ey Lbw; s.'1~`04 (1) (m)). ~ ~ ~~~ ~ ~ Q / Y. Property Owner ~ .~~.~ "fro' Location L 1~l~('V1r~}'e ~' - 1/4 0 Govt t ~ (ti 1/4 S~to T ag N R ~ 6 E (or , ~ r• ~, , , .,1 Property ei's Mailing ddress 'y ', : ;" "' '°' ~ L~ot# , : Block # Subd. Name r CS a ~ z City State Tip Code >, n `^r (`,jty ^ village Town Nearest Road ~ ~~ ~5~~oe-. . q -- ~`' New Construction Use: Residential /Number' Code derived design flow rate y:~d GPD ^ Replacement ^ Public or commercial -Describe: Parentmaferiai ~.~~ Ca,~~2 G~t~il~-~ •~~1\ Flood Plain elevation ifappilcable ft. General ;,cmments and recommendations: .,~ we ~. ~+-~c « o~c Svc ~ab1e 56~ ( ~-a. ~-~ ~~.n.~1- o ~- e-~4-~~asn ~- 4row- S dp ~+c ~ ~~v k s . a Boring # ~ Boring ~ 2 Pit Ground surface elev. y • ~ ft. Depth to Iimtting factor 13 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fg n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ -~ b ~r ~ aF .S .8 ~ '~°°~'~ ~ b ~r ~ 5 F .to - ,~ U ~ G~ '7• IC ~r , Z Boring # i -r Boring pit Ground surface elev. Qy• ~ ft. Depth to limiting factor (~"' in. 'Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efftt2 ~~ -, - - s;~~ a ~ s c . ~ . 6 'Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 = BOD < 30 mglL and TSS < 30 mg/L CST Name (Please Prints SI n CST Number 1._¢~•~i5 `~ ~ ~- ~ ~ 534 Address Date alu tion onducted Telephone Number 0~/.3' /~~ Sf ~~ii?Or!'1p'UrG 4~T' s-~si ~~~~~a ~~s-a3S/8s3 Property Owner ~H NlA vv1 I ~'f CV ~ Parcel ID # Page ~ of Boring # ^ Boring pit Ground surface elev. 9ti'~ ft. Depth to limiting factor ~, in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 ~ io 7.5` --~ ~ ~ 'Ind-r ~' -'~ ~ S ~ 8 l~ U Boring # ^ Boring ^ pit Ground surface elev. ft. Depth to Ilmiting factor in . Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Shucture Consistence Boundary Roots GP D/fit in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ^ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ^ Plt Soii A lication Rate Horizon Depth Dominant Color Redox Description Texture Stucture Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Efflu~~t~~~~j my/L and TSS >30 < 150 mg/L 'Effluent #2 =BODE < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8110 (8.6/00) w r ~ b~.~ p ~- P~~~s `~~ ~ ~d~~ ~hn 1 `1'i popRl free ~~~d~ y \~ !J 5~'~ r,: ~~ 4y.3 qy\ ~~ ~ c ~ ~b ac7 Ito as 3g ~ ~' I~rppo:sCA _. . _...,ry ~ ORIGINAL ~ ~ s~~~. ~ I ~ --- ~.~,- t~~ 3~ T e4~5~ IL °~ ~~i~ o~ 2 ,~' arc~.~ ~/bOw- ~~~, ~lko~k r^c.+tiF G L &~~ r;~~. Cim 1. Iw` ~ a;~ w~G- Pte. ~/3 ~ ~ ,~`A ~. , U GALLE T.28N:-R.16W. z~ ~BA.L ~ ~ earn SEE PAGE 3 H k Char/es A C C G/ann R v" w • ~+ L~ pp I i~ U ~q ~~ ` n A darn on b C 0 H~y/and nn G/enn ~m A E. L O I 6J honl ° ~ h ~ ~ 0 5 DO/e tl Q l 0 90 `~nU 17cga/d ~tb •zri.' ~kerrr • .Bros arv~n `do Clayton . ~ /ap- ~;d, t •. U ~~ F /4a Mocr//on l QUA Tmor7 y h '? S ~ .Te B ~a eio / fhn 1 Fnn J 7c on ~ UD UCA f ''y'P .w ~ BB C lTudi/h .~YS u/t 3s C ~ bo f ~ t~ 96 0 U Parr e,(z [ t ~ ~ . _ ~- Sr° ve ~ a ^ ` O~ .Fade/ l ~~cTusn Je..t.:,~E on r,i,ra is ~ c' t` N .cy, bad v a :. t/fD • ~ ~ % n Q /A/ a U dennrs f A,p rzo Cersan /c .re 6m ~ zs>s `70''' vee a '~ y/n/~ t o. 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F/r/~ersoi7 ~ ;- ~ 4F~ `S 0h 2 C tl C ~~ st po ~ ~Y~~ iSO.aS ~ t R ~ ~ fA4yrc $ ~ Y/arrer Dar l uQ Ci e .~en1 5~ h'C .E'ooU s ~ ~ o h ~ ~ ~ F rye/or.~ Jac ei ne cTOhn R S •9r t.., h W7d ~ '.q.' w. , 63 9nn ~p m ~ ~, • ~. c .Bra r5'tevenE ~y s u~ ~ oars-. /Zudesr// ~v0%'1 /°r/a~r `y €p o'Ee Pr'ser 9nder~son n'~ Uie ,Sx. '7~~f ~ "r •e7as ae.e /4043 ~ . ~r ~~ r,bbs uQ Ehj°P sbnF ~~ Ui0/ef tzo • ~B~ ~ HOr BO • m , o~. • ~ J ~ ess Nn~rs n ~' r(Srn~ BB nr/ey c '`/y ar/a„ Y~` ,p06er~ ~3 B Ba7y ~ y ' cl /99/r?o7 c.Ffo ~d M o b/s, I c. ~~i 4'0 ~ • LBO • '~c.5an ~B a ~ ~/e e~k f M4tl/ ~ ~ b~ 3 .9ndeisr~'9 r an P/ERCE COUNTY „ 4O ~ ~yq ~ S/ $ ~ .9o pp O 2100 2200 2300 St C o.x Co~nry, w,.s O 2400 2500 2600 2700 ~J M.A.B.C. `/ ~ ~ SELECT SIRES -. :. • • ~ ~ ~ ~ PAT MAHONEY .I Woodville C ~ M Phone: 698-2344 Liquidators JACOBSON PONTIAC, INC. woodviile, Turtle Lake, Durand Downtown Woodville, Woodville, Wisconsin 54028 ~ ~ I "The jun place Walter R. Jacobson 4; , ro shop" Business: (715) 698-2463 ° ~" ~ F IDtpCUM6NT NO. STATE BAE Q7 WISGONaiN TOBl~ 1 ~ lief TMu wAC« esaa~vae row«acesee«e e.rA WARRAtRY DEED iIEGiSTER'S Or'FICE ._ 434393 e~a~ 8a2 .:.:~~PZg ~~ Elaine Bernice Lynum, Feb. 9. 1988 This Deed. made between ...................................... . ........PtrSGD.i~1..A4DC0.S.4.OS.AL.1.V.6 ..1 n.. Ei;t.~t9..Qf,. Fl~rmdR..4.ytll!!7..... d 2:15 P M and.-.-:S.LllY411..1~~..~.y!!um..A!!d..PAggy..Ann..4ynum.r..husband..~Od..W.~fe ~IIRdOuds ,._,_..an~, a.8..~qin.~..~.Anant~„rlfith.rl.ght.of.suryi.vorshi,P,.....,.. /~C~ ~s ,. ..........................................................................................................•-• -. ~J ,pw.~r ........................................................... Grantee, Witne88eth That LM uid Grantor, for a valuable consideration...... .......Txeatx-.ai.!-e.. hqusand..0ol.l.arx_ti29..//~~.(~ - - -- -- --- -- oY11 ............................ atT"II« TO eoawys to Grantee the following described rul estate in ....$t,,..~rQiX............ County, Sta4 0l Wiuoeuin: All of that property described on Exhibit "A" attached to and made a part hereof by reference. Ta: Parcd xo :................................... This Deed is given in consumation of that Land Contract between the parties hereto dated May 1, 1987, All real estate taxes to date to be paid by Gran*.ees. r~ ,,,.. 0 E„ i is not This ............................ homestead Droperty. lit) (b not) Together with all ud singular the hereditamenta and appurtenances thereunto belonging; - Ana.....-..Elai.ne..~l:rnice..1.xnum ...................................... . ............. ........ . ...............•- ...-- -----...--- warrants that the title b good, inde[eaaible in fee simple and free and clear of encumbrances except and will warrant aqd defend the same. AIITBiNTICATION Si~+enza(t) of Elaine Bernice Lynum ~ February 88 .._..day of ........................... 19...... ~~ • .Robert R. Gavic TITLE: MENSES, STATE BAE OF WISCONSIN inthon':ed by ~ 706.06. Wis. State.) ..................... February Dated this .. .... ........ ........•-- ----........... day of ........... -...._.......... - -- - ...... --............. 18..x8... RMAN LY ESTATE ................... ..° • - .....-- -....................._.(SEALi ... .....`............. `.. .. .. ......... (SEAL) BY Elaine Bernice ynum Personal Representative ....................................................................(SEAL ....................................................................(SEAL) ACSNOWLSDOMSNT STATE OF WISCONSIN ss. ......................................County. Personally came before me this ................day o! ' .................•--....................... 18........ the above named to ms known to ba the peraoa ............ who ezecuted the foregoing instrument and acknowledge the tame. TNIa 1NSTRUM[NT WAa ORAFT[O aY ROBERT R. GAVIC ................................................................................ Spring Valley, WI • ....................•------.....---..-......------.......--•---.............. ............................................................................... Notary Public ------.............------....---•---......County, Wia. (Signatures may bs anthentieated or acknowledged. Both MY Commission is permanent, (if not, state expiration aro trot neeeaaaq.) date: ....-•------° .................... 19........J eN~ar or Peeeoro eltslga h am epee/tr .h.uld M treed or Drinfed hdo« their alannturee. RATR DAf Or wIaCON81N ttettarraww® row r. I . tsa StOCk No. 13001 ,• 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. usisb www.wisconsin.gov Jim Doyle, Governor Cory L. Nett{es, Secretary February 20, 2004 CUST ID No.225094 MICHAEL P ROGERS ROGERS PLUMBING N4563 320TH ST MENOMONIE WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/20/2006 SITE: Steve Lynum ~~ ^~ 250TH St 20TH Ave Town of Eau Galle \ S St Croix County 1 NW1l4, NW1/4, S26, T28N, R16W ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 I Identification Numbers I Transaction ID No. 970530 Site ID No. 670876 Please refer to both identification numbers, above, in all correspondence with the agency. FOR: Description: Three Bedroom Mound Syste Object Type: POWTS Component Manual Regulated Object ID No.: 943138 Maintenance required; 450 GPD Flow rate; 12 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, ~~®~~ stats, r 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.01/Ol) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1l01). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. SEE • 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. Stat MICHAEL P ROGERS ~ ~ Page 2 2/20/04 • Comm 83 22(7) A c~y of the approved plans specifications and this letter shall be on-site durins construction and open to inspection by authorized r~resentatives of the Department which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction installation/operation. 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, ~~~~ ~ ~~~ J Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing fi!"",: Steve Lynum -Mound ~ECErvED FEB 19 2004 Construction Materials and Techniques SAFET~(& BLDGS D1V. All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (01 /01) Location: NW '/a, NW '/a, Sec. 26, T 28 N, R 16 W Town: Eau Galle County: St. Croix Date: February 18, 2004 Owner: Steve Lynum Address: 175 250`n Woodville, WI 54028 Plumber: _`--- Mike Rogers Signature: License : MP 225094 belly ~ Attachments: SBD-10577 -Plan Approval Application ~ ~OMME'RC SBD-8330 -Soil Evaluation Report E ~~ '~NpEN E Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management page 1 of 8 r Design Criteria ~'`n Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gaUbedroom/day x 1.5 45~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water ~-1 Z Depth to bedrock 7 z ~ Cross slope at system 3 Force main length 2 f Manifold/header length z ~s Drain-back 4 ~ ~ Lateral length ~ @ Q o , o Lateral elevation q ~ ~ ~ Lateral hole size ~l1 ~ in. @ ~ ° ~ holes/lateral ~ ~ Lateral volume 1 ~.S ~ Total lateral discharge rate 2 S~ o ~ Network pressure compensation losses o ~~~ Elevation difference ~ ~ ~ Friction loss ~ •3S~ Total dynamic head 1 1,~ Pump/son 2~ gpm @ 1 Z ., Manufacturer `~ ~ ~~- ~-z- Dose volume ~ Z•~ ~ Lift/si~Ion tanker ~ ~~ ~ ~~-~~' ~ ~, Septic tank ~~ Effluent filter ~ "-~ ~ ' ~ ~-n Measurement pump on and off S^~ ~ Height alarm from tank bottom 1~_ Reserve capacity ~~ ~" specs.calcs.res g q• • p Y in. in. ft. of Z in. ft. of Z in. gallons ft. of ~ ~ ~ 2 in. ft. @ bottom of lateral in. ( S' ° ft.) Spacing holes total gallons i gallons/minute @ ~' S ft. head ft. ft. ft. @ ~ ~~ gallons/minute ft. ft. of head Model # S ~ ~~ ~O gallons ~ `',° gallons ~ °~v gallons in. in. gallons Page ~ of g Design Calculations ~~z~ allons/s ft er da ,:i ~. ~ ^ ~i D ba.~.l~oe_ p ~ ~' ~5-~- e1~. 110 83 sc.~-1~ck Pis Brn 1 y,~ pop~-I ~e ~~ J ~ 5~'~ / ,: ~ ~ ~, ~. a~y~ds ~N ~, ~ I~. ale. ~"= Yo' ~~ q s.35 ~ ~p ~ KD ;r as 3~ ~ :~ 4y. 3 S`k~il~Z` root 3~~ U ~t 40. b c-u~.,~b...,, P~~o:~d L ~~(( ~~~~ O Lq J-~oh . 2s' ~3~ ?\ s ~~ 4-e Sao. ~ e~_ w. oc.: M w; ~~ ~ u-ao b ao W ~ ~-~^+~~ ~~. ,/ O,~ 1 ~ k~(/ OIn1 2 ~~' ~ '~ (~ Z ~~, ~~~ ~ 424 3 ~~ ~~ VX''V~ J (~~ j slope, ~iAlko~4 (3~,,e,w~c.K~ ~i $n„~,y wmd ~:~t ©Q-M 1 ~ ~~ ~~~ ~IA~C ~l ri~~ ~ w~l- ~ iC,LIxTJ S ~~ ~. -a- I ., .. 11 ` fIs`~~It wa.s~~ ~ ~~.v~l Mo~1~ 'as-d~ 0. O~Vt a.~t b~` ~os~ow Z,u p t ~"y p av l~Y ~..rv.' ~ ~ ~~ ~, aQs,.,. ~ b ~o e~,1 Z z~ i 2 lS ~ ~.~ 1 h w.a~ ` ~ to i~+~co:, 1«~ ~`~w ~ aY~.~ ~'1~ 4,~ ~~ 2. ~` ~,g' S,o` ~Q, "d~ J 3,3' _ -- ~ 2 ~,~-', 1 . '. i. _ . _~.~ O T ~~ 1 1~0.M v ~a1.r ~~ I~1~~ I4-\~' .~ lOi ~` ~~ v ' 28,x` 13. ~ 13,Z` ~l~Z` J13,z` , 11 `~-~ b ~ o ~, 4' ?~~ ~.J( ~ o~ 1a.rv.~••. ...~~~• ~ ~ ~ I ~a ~ ~o. ~' o.., ~ ~.~~ bar Novi-t' ~,tv...s'`..~, 4~0~.. ^ `vts.~r~\S a... • 4~oc,~ ~s..~ P c sc. ~^-... ~ r' \ ` 1 1 Y..-d M p ~1 '~t O \ 4? pM ~\ S I I`~z~ Pvc s~. 4-0 \ ~~ .~..,,~ 1 ~., ~~ ~.r,' ~ VJ• lfi.L Ot ~p k:V~.~O+yT • 3~1 b ~ ~ o\ ~ o .~. 1 ~~ Ra. ~ ¢~.,. ~ ~,. b o~ o .., `; .. c.S ~. ~ n , o ~ ~ °~ a"-t ~ S, o ' ~ a~ .~ ~ ~~ g `~ . ~ G~ , ~~ ~C 1a.,, j ~~ ~~ ('tic ,.~, PIPE 3' no I~Np-sT~ae~o so-~ /IYLS T ~~~ SI(ET SbM'J ~ D tl6 rwELTiOKS Clev. g~•~ ~tGV. e ri ~ LO.CKI-JG~COVfiR --~ !~/A~N iuc .t i48E~ . 41WCK D~~~~tG7~--1 24'' Z.D. t~,~uo>.~s .... 4,, ^ ~1 ft~ o 'Q C ~; ~ a l UV W~ATNERPROOc ~,JLNCT~GN f~ I~' iii 7n,,7 o „~ 4;, \ ~~ 4 0 v~.ti- 1~ .j ~ NCCL ~ ~ ~ PVC a ~ ~~~, 40 ~_ gAF'FLE: ~ Q~ ~ 3' ow-c d 2,. ~ I ~a.:._u~c:_ C l~l~ ` T ~~ ?~ : h O w't~ v 5~ 5~ 3 ~o Q1~ PuKP ~ 4,. Co.rcR~-r~ b~oCK ScPr~c t _SPEGI~I~GATIOt\JS oos[ ~ , ~~~ T S t ~Wr.$ MAUUFACTURCR: , (JU,h1DER OF DOSCS: PCK C~~ TA-JK SIZ C ; 1 ~tYO ~ ~~'° _ GALl.O-JS • .DOSC VOLUMC ~.Z 1 S d ~r~4,~.v~ ALAR/'1 NI/WUFACTUiICR; IAlCLUOIAJG OACKiLOW; ;,.~.;,ti; hOOCL 1JUIMSCR: • \ ° 1 ~'{' ``~ CAPACITIES: A x ~ ~ •~ Ir,1CHC5 Oh ~~~'~ ; ~ ~ ~WITCM TyPC: ~~~` "`~O ,, ._ .: ~S'sL ' c Z' IIJ NCS _ DUMP MAWUfACTURCR: ° ""~O` ~ C OA 8 VA_. ..`: / C • ~ ~ i C G~'1 ~ SH~1,= '~ p ~. U HCS OK :,~..~..: /MODEL -JUMDCR: Iro.B~ . o~ 9 IN~HCS cR ,,.•.__ ~wITCN TyPC: V~Q~V.•~v "' ~ WOTE: PUHP A1JD /~~ARr~ ARC TO OC f11-JIMUt'1 D15CMA1lG~ RATC ~_CrM INSrALLEO ou SCP~a~rC c~K~.. -: VORTICAL DIifCRC1,lCC ~CTW[CIJ PUMP OFi AUO pISTRI~UT1 01J PIPC,. ~~ 1 FECT + M~uIKUM -JCTWORK SUPPLY PRCttuRE . ~ r ~~ 2'S~ ~ FCCT ~"O'~S / + fCET Of fORC[ MAIN X 1,3q FF/ooIxFRICTIO-1 iACT01t.---fl~ FECT ~ Z~ rY„ '" TOTAL. py-JAMIC HEAP FEET 11JTEit-JAC_ DIMEIJ6101JC •Oi TA1JK: LEA.Ili7H ~~T 1 ~~ ~ a 1' 3 (° ~WiDTH iLIQLIID DCP1'N _~ .• System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715-235- 1 132, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. f 1. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning. Q. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. I I . Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.4 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and!or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 1 9 N g a o w 4 P B e a PRELIMINARY CONTRACTOR: DON RERGELIN ATE - 8- 2 ATEs8~-~,-82 ELEVATIONS OME OIINER: lI1LDNER DATE:03-22-02 DATE:01-22-04 _ Lyman Lumber Company PLAN A:02-B7 A.T.: DATE:02-04-04 t~3.._I~_0.~ :."^~~°:^~;p~': ~:,.:'~~`,w~": the prolessional builtler's supply center .• ~ PRELIMINARY CONTRACTOR: DON BERGEWN TONE OANBR: MILDNER PLAN M:02-07 tl.p.. PIRST F[AOR I ~O._t._O.~ ....,........._,......... Lyman Lumber Company ~ the prolesslonal builder's supply center ~ rt ~ r -S~_ ~~ I ry-i, LIJ I ~6E I m ~;a ~~{Ip LI J ^~~ ti I 0~ I ~ w°~ II r ~IJ t6e ~ =tt r~~ _I r~ m N ~ ,- 0 N .... ... .. _16X8------1 ':~----- I I ~ 'I I ~~ 'I I' I 'I I: ,I I' I I. I I I I' I I: i I 'I ..I ~. I 'I L~ cD ~' r----- --------- ;. I - I .r I I I _---- --J ~ I -- I ~-- ..... ~ ^ . ---- ~ .. - - - W O I i 1<p ~a r-- I o I ~.= s '~ ~ o ~ E; ~ I : i --' I ~ I' ---- ----- I I I p " , $ I ~!' I ~ ------- ---- I • I I _ _ I ® - I., I. I I I ~ I ~ ~ I' ., I ,. I I ~-------- - - - o -~ I, ~ ------~ I I A O PRELIMINARY a i0 PI CONTRACTOR: DON BERGELIN DATE:02-28-02 _ _ DATE:03-21-02 POUNUATIUN _ _ _ Lyman Lumber Company iOHE ONNER: WILDNER DATE:03-22-02 - _ _ _ DATE:DI-22-04 - the professional builder's supply center .... - PLAN y:02-B7 yr,T,; DATF,:02-04-04 I~8"=1' O" --: .. - . RECEIVED EEB 2 7.2004 ST. CROIX COUNTY ZONING OFFICE Private On-Site Wastewater Treatment System (POWYS) Index and Title Sheet ~i~vvr~.er:~ L ~~'h rr~,~ect Name and System Type: 12~'l~ v ~~ ~}~-v~ (1(~Gl.~v`ic~ Street Address Legal Description Township/County Contents: Page 1: ~(~.r~'~ `fi`u-'+'~~i ~J~,~ w~~~ t 7~p=(~ ~~ Page 2: Page 3: Page 4: Page 5: y Page 6: Page 7• (-r',,`~ ,~. Page 8: C7 a Q.-~1 ~l ~,~- (r:. ~~~`~- Page 9: ~~ ~~ ~ PF' -~c~ t!Y ~~ ~ ~ ~`~-S Attachments: :Credential Number ~~.~=~ o ~ ~ Date: ~~ ~ v~y o r-- • ti . ~ ~ 752`307 VOL 18 PAGE 4694 XATRCEElC H. M7CL'SR-"- REGISTER OF DEEDS ST. CROIX CD. , YI RECEIVED FOR RECORD 01/29/2004 09:00AM CERTIFIED SURVE P CERTIFIED SURVEY MAP PAGESFEE2 Steven and Peggy Lynum Located in part of the Northwest : of the Northwest '/. of Section 26, Township 28 North, Range 16 West, Town of Eau Galle, St. Croix Culrnty, Wisconsin. ST. CROIX COUNTY Pt a4npZawnanMi~i•a!':: ~ . .IAN 2 9 2004 N .f ,t reoordetl w1UUn Ji.:: ~ . a; •roval date appfoval shab ,. 10 TIE MESTL/EDF TttE rn~u one ..,,i: NORiNMEST iM OF SECflON td T2dI~R1ti W,ASSUIE~AS soaao+eo•w. owNERS ADDRESS - scuE~i r t•^tao' tL ~ WOODV E, W 54028 sa 5o t 0 150 ~ 6~' ~ I~IVP1,Ar1'Ep~A111p$ "+ , - s ar4o~55 E 263160' - ~Q~~. <o' ; , ; ~ - - - S 8x40_55 E 540.58' - _ •, •, $06'00'00'1+- - - - - t~'-- '------ - S 8x10'55 E 38241'- 18'a 'r, NORTHN£STCQRI~!? '------------- - SECTlQN1a TZQIIt R.iQ W ~ - ----^--------- (~ AlUMN41AYA~ + t 33') ~' -; ;33I ~ ~ I1~, I ~1iYP_4AT_7_'~D L~4IVDS `~' W, ~ ~ ~ I~t~ ! $ ~ ~t , g 3 ~ ~ ~ ~) -9 ~~~ ~ ~-- - I ~ ~'` \\ 9~, \ ,~c~'s ~ ~ 0 LOT ? 87,120 SQ. FT. OR 2.000 AC. t ~ ~. ~'"~ ~' - i ~I I =' ~ ` 1 ~I ~ y WEST fH CORNER ~ SECTION 28, T 28 N, R 18 W (FOUND 29750.0. SON PIPE] ~S~ ,g~~aP,~y,',/,i ~% .= ' Q N 89°11'39" W 297.11' 3~" ate', ~ / '~'! p© ~ 2 ~'~' i' , ;~~ 41LYP1AT7'~p u1NDs ,'~ p~s~ PR`'VAIECRIVEtYAYEASEAIE!!T i' %~ PER VOLUME 2497,PAGES 2287 .. ~ ,~ ~~ OF ST. CROlX COUNTY RECORDS. %~~' sEC7roN°i~ r2eN~Rew (FOUND }-iN•QQ ARONPYPE/ ~\ ~, r .~ ~,-+ ,2 ~~. , ~° ~~ \, \ g:9 DATED: ~.sGONg~~ REVISE •• JANUARY27, 2004 ° LAUREN •°. i• `"~ ~ ~ LEGEND MUR~ , r * tom, ~ RIVER . 2' O INDICATES 1-f/4.O.D. x 24'IRDN FALLS. :, ~o PIPE SET (bdN. Wf. -1. f3 U3.iLF.) pa °•,~ Wi. ,••PJ~ • J ~ SOll80RiNGS(PROPOSEDSEPTICSYSIEMJ EO LANO ~ 0 SEC7iONCORNERMnNUAENT(ASNOTSDI -x- INDICATESFENCELINE iff1S 1NSTR(MENTORAFTED SYJERALD L~ARSON Vol 18 Page 4694 SHEET10F2 F ~r. ,y [, l r -.~, CERTIFIED SURVEY MAP Steven and Peggy Lynum Located in part of the Northwest '1+ of the Northwest '/, of Section 26, Township 28 North, Range 16 West, Town q,~Eau Galle, St. Croix County, Wisconsin. Curve Tshle n+ Radius' Arc Cen Chord Bearine Cord Back Tangent Front Tangent No. 1&98t~ ~ e 1~ 1-2 84.79' 63.90' 43° 10' S4" N 68° 24' 33" E 62.40' S 90° 00' 00" E N 46° 49' 06" E 3-4 229.41' 173.66' 43° 52' 19" N 68° 45' 15.5" E 171.40' N 46° 49' 06" E S 89° 18' 35" E 5.(> 163.41' 125.92' 44° 09' 03" S 68° 53' 37.5" W 122.83' N 89° O1' S t" W S 46° 49' 06" W 7-8 150.79' 113.64' 43° 10' S4" S 68° 24' 33" W 110.97' S 46° 49' 06" W N 90° 00' 00" W Descrintaon That certain parixl of land located in part of the Northwest '/. of the Northwest Y. of Section 26, Township 28 North, Range 16 West, Town of Eau Gape, St. Croix County, Wisconsin, more fully described as follows: Commencing. at the Northwest corner of said Section 26; thence S 00° 00' 00" W, (assumed bearing on the West line of the Northwest %s of said Section), a distance of 33.03'; thence S 87° 40' S6" E, 387.41' to the POINT OF BEE'r1NNING of the parcel to be herein descrihed; thence continuing. S 87° 40' S6" E, 164.92' to __ _ the Westerly_ri -t of way line of tie foRner Chicago, St. Paul, ~tint~eapoJisr;~Otnaha Railway; thenct along said Westerly right of way line, S 19° 18' 38" E, 400.06'; thence N 89° 1 I' 39" W, 297.11'; thence N 00° 00' 00" E, 380.05' to the POINT OF BEGINI~IING, containing 87,120 square feet or 2.000 acres, being subject to easements and restrictions of record. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction ofthe Owners, Steven and Peggy Lynum, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated: May 6, 2002. NOTE: Each parcel shown on this map is subject t~ State, County, and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix Coumy Zoning Office and appropriate Town Board for advice. ~~ '' LAU NyE • ~ `PJ, ~ i M~ "bb ~. ~8 '1713 : ~ ~~~ RtVER •• ~ 4 ~ ', FALL8, y ~p~•S, WI. •,•~vi D~GO @""~~ N000~~°g~'° TMlS INSTRUMENT GRAFTED BY JERALO L. LARSON SHEET 2 OF 2 Vol 18 Page 4694