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Home My WebLink About006-1003-10-050St. Croix County Planning and Zoning Tuesday, February 20, 2007 at 12: S,':30 PM Detail Sanitary Information Page 1 oj3 Computer #: 006-1003-10-050 Sub/Plat: NA Section: 2 Parcel #: 02.31.16.17A40 lot: 3 TN/RNG: T31N R16W Municipality: Cylon, Town of CSM: Vol. 17 Pg. 4606 1/4 114: NE 1/4 NE 1/4 Owner: Hoefferle, Justin 2384 250th Street Deer Park, WI 54007 State Permit: 499166 Issued: 09/14/2006 POWTS Dispersal: Non-Pressurized In-ground Permit: Change of Owner&Plumber County Permit: 0 Installed: 10/27/2006 POWTS Detail: ADS Arc 36 chamber Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer/Inspector As Built Plumber Other Requirements Additional Notes Monev Owed Ryan Yarrington NA Bird, Shaun Confirmed with Dianne Milligan at the State $0.00 Not determined Signed C?ff: No Attorney Generals office on 9/18106 that lot 3 can proceed with building. DNR has removed easments and is requiring Mike Ninke to deed over a different parcel for a Wildlife easement. This is not finalized but was given green light to continue. Pam Quinn NA Bird, Shaun Replacement Area is original soil test if well is not $0.00 Ryan Yarrington Signe€ C?ff: Yes installed within setback 1air~fea€ance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 10/27/2009 N sat2~ Issuer/Inspector As Built Plumber Other Requirements Additional Notes Monev Owed Ryan Yarrington NA Bird, Shaun Confirmed with Dianne Milligan at the State $0.00 Not determined Signed Off_ No Attorney Generals office on 9/18/06 that lot 3 can proceed with building. DNR has removed easments and is requiring Mike Ninke to deed over a different parcel for a Wildlife easement. This is not finalized but was given green light to continue. Pam Quinn NA Bird, Shaun Replacement Area is original soil test if well is not $0.00 Ryan Yarrington Signed Off: Yes installed within setback Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 10/27/2009 S't. Croix County Planning and Zoning Tuesday, Fe6rrcar}~ 20, 2007 at 12:57:30 PM Detail Sanitary Information Page 3 of 3 Computer #: 006-1003-10-050 Sub/Plat: NA Section: 2 Parcel #: 02.31.16.17A40 Lot: 3 TN/RNG: T31N R16W Municipality: Cylon, Town of CSM: Vol. 17 Pg. 4606 114 114: NE 1/4 NE 1/4 Owner: Ninke, Mike 2384 250th Street Deer Park, WI 54007 State Permit: 463047 Issued: 09/15/2004 POWTS Dispersal: Non-Pressurized In-ground Permit: New County Permit: 0 Installed: POWTS Detail: Leaching Chamber Bedrooms: 4 WI Fund: POWTS Pretreatment: NA ~Iot€*~ Issuerllnsoector As Built Plumber Other Requirements Additional Notes Money Owed Not determined NA Bird, Byron Jr. Do not schedule for inspection -need to 12/23/04 -Mike Ninke may have illegally split off $0.00 Pam Quinn ° e (iii': No check and see if this is part of lawsuit filed land that is subject to a conservation easement for by the DNR against Ninke hunting, etc. See file for public record detailing civil suit. This may affect several new landowners Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division +' INSPECTION REPORT ~ GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Hoefferle, Justin C Ion, Town of :ST BM Elev: Insp. BM Elev: BM Description: ~ as cy rtn ~ ~ c.Si TANK INFORMATION TYPE MANUFACTURER K~~ 5 CAPACITY Se tic P ~ L' FtJ ~~c,.~ ~-' ~~ /ate ~ ~ e5a-- ~ 6 F l~ g , Aeration Holding TANK SETBACK INFORMATION TANK TO ~P/AIL ^ ~OY~ WELL BLDG. Vent to Air Intake ROAD Septic 7 /60 ~ ~~ Z~ ~ ~ 5d ~ - Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System H TDH Ft Forcemain Le Dist. to well S[lll ARSF7RPTI[~N SYSTEM County: Sanitary P mit No: ' 99166 Stat Plan ID N /"] /) ('~ Parce x No: ~IV~ J 6-1003-10- SectionlTown/Range/Map No: 02.31.16.17A40 ELEVATION DATA STATION BS HI FS ELEV. Benchmark Alt. BM ~r;l~ L.25 /5.75 Bldg. Sewer 5. ~ /a3 SUHt Inlet 6,~ /ai•~ SUHt Outlet Dt Inlet Dt Bottom ` ` Header/Man. 7, g 5 /~ . / 5 Dist. Pipe 7.45 ~ . b BOO' ~ /O t~ Bot. System 9 • ti . Z 44' •`~ erg . 4 Final Grade ,,II il '1' l /~3 (o St Cover ~~ t~e.~..~ Z • ZS /n s . 7$ BEDITRENCH DIMENSIONS Width ~ ~ Length , ~tJ No. Of Tren~hes '~"~J Z I ~e~ PIT DIMEN\ IONS ` No. Of Pits ~~ Inside Dia. _` Liquid Depth ~~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manufacturer: n ,o n ~~4~- ~ d~ INFORMATION Type Of System: Go,no e~ a ~' ~ , ~ ' SQ i UNIT Model Numb r: ,~-e ~ 3 cfl IIISTRIRI1TInN SYSTEM ~n.hN_ I /~ t-~~ ~ Glo Header/Manifold ~r Distribution x Hole Size x Hole Spacing Vent to Air tak~ ~ O 7 i ~ Pipe(s) ~ ~ S i th ~ Di L \ \ ~+•~`^ Zw a Length O D pac ng a eng v.. C(lIi C~1VFR .. o..,........,, c..~~....... n..i.. .... ne.,.....~ nr Af_Rra`Ie Sue4omc only Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~ I • a Bed/Trench Edges \ Topsoil ~ es , ', No ~es ', No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 2384 250th Street Deer Park, WI 54 07 (NE 1 4 NE 1/4 2 T31 R16W) NA Lot 3 Parcel o: 02.31.16.17A40 1.) Alt BM Description = / ~~ "J /O / ~~o ~ O (~ 2.) Bldg sewer length = Z,-] ~ // (/ o ~ ? •^~'C. -amount of cover = f CI ~~ ~ ~'~~~~"~i'f~-~' ~~~ ~ ,,` ~}" 3 In LO c, p./~~ira~.~- yy - _ _ 41 ~-. _ -, ,- Plan revision Required? ,Yes No Ib 2~ p~ b ~ ~• 7~ Use other side for additional information. _ _ __I i_.__ Date Inse ctor's S ature Cert. No. SBD-6710 (R.3/97) Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 County ,~ ~, Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) ~S~~i~S~~ (608) 266-3151 [~l c1 Department of Commerce State Plan I.D. Number Sanitary Permit Applicati ~ ~ l inf ation ovide on d C e, pers a o Tn accord with Comm 8321, Wis. Adm P (m) i pm)~ Address (if different than mailing address) v w> r may be used for secondary Purposes ~~ ~ t All Info ion P i Pl ' Z 3$~- ZSa 'K^ ' n r ease ron Information - T. AppGcat Property Owner's Name ~ RECENED P ~'~ ~ - Bloek~ N+~- Property owner s Mai,ing Address O C T 0 9 2 0 0 6 p:-~ ~tr~i^ r~~ /., Section /a City, State Zip Code Phor~Tt~¢rjtX COUNTY //~circ one) / I ~ a ' ( ~ f / ~ 7 ~ -E W C w N; -Rr -- ~ II. ype o Building (check all that apply) ~ ®~ a.a ¢('; ~ i ~ Subdivision Name CSM Number ~ ~ or 2 Family Dwelling - Number of Bedrooms S u .v~ ~ 1-~e~ ° '"~' ^ Public/Commercial -Describe Use ) ~ 3 'r 1~ J ^ rS ^City ^Villag ownship of D ~ ti1- !^ el s w ^ State Owned -Describe Use 2 1II. Type of Permit: (Check only one box on line A. Complete line B if applicable) ~ (o - ~ ~ A' w System ^ lacement System ^ Treatment/FIolding Tank Replacement Only ^ Other Modification to Existing System J List Previous Permit Number and Date Issued B. ^ Permit Renewal Permit Revision ^ Change of ^ Permit Transfer to New ~ ~ ~~~ Before Expiration _------ Plumber Owner IV. T of POWTS S stem: Check all that a -Pressurized In- ound ^ Mound ? 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Singte Pass Sand Filter ^ Constructed Wetland ^ Pressurized Tn-Gr d ^ T~olding Tank ^ Peat Filter ^ Aerobic Treatment Unit. ^ Recireulating Sand Filter ^ Recirculating Synthetic Media Filter ing Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersalfrreatment Area nformation: Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation ¢ VI. Tank Info Capacity in Total Number Manufacturer Prefab Site 1 Fiber Plastic Concrete Constucted Gtass Gallons Gallons of Units New Fatisting ~"~ BGiJ~ I' • Tanks Taaks Septic or Holding Tanlt Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- T, the undersign , a e responsibility for installation of the pOWTS shown on the attached plans. Business Phone Number Plumber's Name (Print) Plumber' a MP/MPRS Number Plumber's Address (Street, City, State, Zi " VIII. Coun /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Tssu Tssuin gent Signatu o S s) ;~ Approved ^ Di Surcharge Fee} ~ ~~ ~~ ~b /~ 0 (A ^ Own en Rt:as or Denial r IX. Conditions of Approval/ReasonsforDisapproval 3~ I~,.~,.,~-~.;.... Se~oe+.e.a~.S t'~a 's46~''~"' NER ""'~ : - ~ J SYSTEM OW 1. Se, tic !ank, eftluartt flRer and ~ l~'~„~~ DEf ~..1 ~' ~. C$O disc etsal ceN must la be gq~rites / maintain as per matltl P~ Provided by plumber. tback rrpulrwfilents must be maintained All se 2. ~ ~ 160~If / OfdlllarlClS. __~..~ n._ ~.. ".M~.....,. n9n-r not less dtau 81/2 X 11 inches In size SBD-6398 (R.. 01/03) Soil Tes and System PLOT PLAN PROJECT Justin Hoefferle A ESS 2631 Ctv Rd Q Clear Lake Wi 54005 NE i/4 NE i/4S 2 /T 31 N/ 1 W TOWN Cylon COUNTY ST.CROIX 10/7/06 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROUND PR URE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK. SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambers 26 ,BENCHMARK V.R.P. TOp Of 1/2" pipe ASSUME ELEVATION 100' Filter BEST Filter ^BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 98.5/98.0 4.5' below grade Well is to meet all setbacks required by Vent ' WDNR >6„ ARC 36 Biodiffuser of Cover Leaching Chamber with 25.0 ft2 of Area 11" 5' Long 3 6" Grade at System Elevation Plans Designed Using Conventional Powts Pro 3 Manual Version 2.0 Bedroom ~~ House erty Li e 20' B.M. 40' 2 ST B-2 B-1 I 6% Slope 50 y~ ~ ~ ~,~ o ~~~ ~D ~ ~' 00- ~ ~~ 50' ~~Survey Iron Found Labele NVC~c2lrt~o~` lot assumed lot corner Replacement area is to be original soil test 65' " B-3 Vents 2-3' X 65' Cells with >3' Spacing Line Soil PROJECT Justin Hoefferle NE i/4 NE 1/45 2 /T 31 N/ Vents MPRS Shaun Bird 226900 ~ DATE 10/7/06 BEDROOM 3 CONVENTIONAL XXX IN-GROUND PR URE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambe 26 ,BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter BEST Filter ^ BOREHOLE O WELL * H. R. P. Same aS Benchmark . SYSTEM ELEVATION 98.5/98.0 4.5' below grade Well is to meet all setbacks required by Vent WDNR >6" of Cover 11" 5' Long 36" Plans Designed Using Conventional Powts pro 3 Manual Version 2.0 Bedroom ~~ House erty Lie 20' .M. 40' 2 ST -2 B-1 6% Slope 50' ~~ ~ ~~,~ o ~~~ ~o ~ ~~ 50' ~`~~Survey Iron Found Labele NVG`cz~'Ir~r off` lot assumed lot corner 65' 3 and System PLOT PLAN ESS 2631 Ctv Rd O Clear Lake Wi 54005 W TOWN Cylon COUNTY ST. CROIX at System Elevation Replacement area is to be original soil test 2-3' X 65' Cells with >3' Spacing Line ARC 36 Biodiffuser Leaching Chamber with 25.0 ft2 of Area Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page of m accoruanc;e wnn ~.ornm oo, vvis. ram. ~,oae my ~ ~ ` Attach tbmplete site plan on paper not less than 8 1/2 x 11 inches in siz an ' indude, but not limited to: vertical and horizontal reference point (BM), die ion and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest ro Please print all information. Revi ed by Date Porsonai iMorrnation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ ~ a a({ Property Owner rty Location ~~,,~ EQ Govt. Lot ~ 1/4 4 S T N R E (or W Property Owner's Mailing Address Lot # Block # Subd. or CSM# J ~ J ~ City ~ Zip Code one toi r ^ C' ^ Village Town Nearest Road ~ ~, ( ) Y New Construction Use: Residential I Num er of bedro0 a derived design flow rate ~,,ZZ~ GPD ^ Replacement ~ ^ Public or er~Describe: _ Parent material ~GL ~ `pia ,J General corrvnerlts and recommendatio/n~s: 0 System Type L ~Sl/!~G ~ c~ucJ~. Flood Plain elpeva/lion if applicable ~ ft. // c~ ~ _ r ~U d ~ System Elevation / o Boring Boring # pit Ground surface ele~~ R. Depth to limidng factor ~~-'~-,t„~ in. Soil ication Rate i~arizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Cdor Gr. Sz. Sh. 'Eff#1 'Eff#2 /1 i~ ~~ ..~~~ r ~ 1 p - >.}2 ~~ # ~ Boring Pit Ground surface eley~i~3~ yR. Depth to limiting factor y~~ in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E f f#2 ~> O Y ~r ~ /~I C Ci u'/, I y x ~ V Z s ._~ ~ 3 ~--- ~ .~ ~ ~ J ~~ a ~.6 • Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mg/L 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST t~ianls3 (Please Print) Signa CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017. ~D --~,.,r~ ~ 715-246-4516 P~rope~rty Owner _ I Z I Borno # ~oring J ~ /~ Parcel ID # Page of /i iS . I / I iCl pit tirouna surrace eievr v i • n. vapu~ cv nrrnuny iaucx i~ v ~~ ~. /'-t Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIff? in. Muns ell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 ~l a _ - -- S .S / i JG/ ~~ ~ '~_i tJ S l 1 ~ ~ ~ t Ir S'~ ------ I 1 Borinca # 0 Boring U U Pit turouna sunace e~ev. n. vCNu~ w minuny iaucn ~~~. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure ' Consistence Boundary Roots GP D/Ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Effft2 Boring # ~ Borir~ - U U P. ~,....,,v.~,.,,o,,..o,~ __,._...,........,._~., .. Soii ication Rate Horizon 'depth inapt Color Redox Description. Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 ' Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 = BODS < 30 mg/~ 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. seas3~o trt.~oo~ ArcIMS Viewer Page 1 of 1 http:/172.21.230.178/website/LRPortaUARCIMS/MapFrame.asp?PIN= 10/11/2006 i mer i l~ su*~ ' i ~ 'J ~~, q tiol ! I j „g tioi I ~E ,~ ~I , ,m li,'~~ ~' dt! ~ ;~ ;; '~ r~ .,;; iV00 ~ i ii ' null it the I ind . i 'I'~I~ I ~~ Loc~ 'I ~~ ~j! ae~ _! ~lll~ ~I 20 SOIL SURVEY areas crop yields are limited by low available water capacity. Controlling erosion and soil blowing and maintaining tilth and organic matter content are im- portant factors of good management. Areas of this complex are good sources of sand and gravel. Capability unit IVe-3 ; woodland group 3d1. BxD2-Burkhardt-Sattre complex, 12 to 30 percent slopes, eroded. The soils in this complex are on pitted outwash plains. This complex is about 60 percent Burk- hardt sandy loam and loam, 20 percent Sattre loam and silt loam, and 20 percent other soils, mainly Dakota, Pillot, and Chetek soils. The Burkhardt soils are mainly near the crest of knolls and on steeper, more eroded parts of this complex. The Sattre soils are mainly on concave, less eroded parts of knolls, drainageways, and depressions. Dakota and Pillot soils are in some drain- ageways, depressions, and concave areas, and Chetek soils are on eroded knolls. The Burkhardt soils have a profile similar to the one described as representative of the series, but the sur- face layer is slightly thinner and lighter colored. The Sattre soils in many drainageways and depressions have a profile similar to the one described as represen- tative of the series, but the surface layer is slightly thicker and darker colored. Included with these soils in mapping are a few areas where the soil is gravelly and sandy and severely eroded, and a few areas of wet soils. Also includued are a few small areas of Emmert loamy sand and a few small areas where slopes are less .than 12 percent or more than 30 percent. Runoff is rapid, and the hazard of erosion is severe. In most places, erosion has caused filth to deteriorate and has reduced the content of organic matter in the surface layer. In areas of more severely eroded soils, coarse fragments are on the surface. Most areas of this complex are used for pasture and are suited to grass and alfalfa. A few areas are wooded. Most areas are well suited to red and white pine. In most areas tree growth and pasture yields are limited by low available water capacity. Slopes facing south and southwest are more droughty and tree growth is less than on slopes facing north and northeast. Con- trolling erosion and maintaining tilth and organic mat- ter content are important factors of good management. Capability unit VIe-3 ;woodland group 3d2. Chetek Series The Chetek series consists of sloping to steep, some- what excessively drained soils on knolls of pitted out- wash plains. These soils formed in sandy loam material underlain by sand and gravel. Native vegetation was mainly red oak and white pine. In a representative profile the surface layer is dark brown sandy loam about 6 inches thick (fig. 3). The subsoil is about 13 inches thick. In the upper part it is brown, friable heavy sandy loam and in the lower part it is brown, very friable loamy sand. The substratum, to a depth of about 60 inches, is strong brown sand and gravel. .Available water capacity is low, and permeability is moderately rapid in the subsoil and rapid in the sub- stratum. Natural fertility and the organic matter con- ~, i r a, ~ ~~ a, c. ~`~ ~~ Rx ~;, ;~ ~~ ~, ~~~~, , ~~ ~ i ~~ ' ~ ~ :~~ pp ~~ ~ 4 ivkd ~S1'; a t ft Hk ~~~te~ ~ ..~ :yi `°~I '~~. „ ~' ~. ° ` tent of the surface layer are low. Most areas of these soils are used for pasture, hay, or trees. In this county, Chetek soils are mapped only in com- plex with Onamia soils. Representative profile of Chetek sandy loam in an area of Chetek-Onamia complex, 12 to 20 percent slopes, eroded, 280 yards north and 70 yards west of center of sec. 1, T. 29 N., R. 20 W.: Ap-0 to 6 inches; dark brown (lOYR 3/3) sandy loam; weak medium granular structure, very friable ; common roots ; medium acid; abrupt smooth boundary. Bt-6 to 16 inches; brown (7.5YR 4/4) heavy...` Figure 3.-Profile of a Chetek sandy loam that shows sand and gravel at a depth of about 14 inches. ST. CROIX COUNTY, WISCONSIN sandy loam ;moderate coarse and medium subangular blocky structure; friable; common roots ; thin patchy clay films on faces of ped ; medium acid ; clear wavy boundary. 3-16 to 19 inches; brown (7.5YR 4/4) loamy sand ; weak coarse subangular blocky structure; very friable; about 15 percent coarse fragments by volume ; medium acid ; clear wavy boundary. -19 to 60 inches; strong brown (7.5YR 5/6) sand and gravel ; single grained ; loose ; about 25 percent coarse fragments by volume ; slightly acid. solum thickness and depth to sand and gravel from 12 to 24 inches. The Ap horizon is very ;rayish brown, dark grayish brown or brown. In ;ivated, wooded areas the Al horizon is very dark i and less than 4 inches thick. The C horizon is 35 percent coarse fragments. ~tek soils are near Antigo and Onamia soils. They sallower to sand and gravel and they contain more than Onamia soils. Also, Chetek soils are shal- to sand and gravel and they lack the silty mantle ~l of Antigo soils. G2-Chetek-Onamia complex, 6 to 12 percent 3, eroded. The soils in this complex are on pitted ash plains. Most areas are irregular in shape and from 10 to 200 acres in size. The surface layer s complex is mainly sandy loam and loam, but in -small areas it is silt loam and loamy sand. is complex is about 55 percent Chetek sandy loam ~5 percent Onamia sandy loam and loam. The a soil is mainly near the crests of knolls. In most it is more eroded than the Onamia soils, which r drainageways and on concave parts of knolls. ';,Chetek soil has a profile similar to the one de- as representative of the series, but the subsoil `fitly thicker. The Onamia soils have a profile ~:to the one described as representative of the but the surface layer and subsoil contain slightly B C ed with these soils in mapping are wet soils in ins, and areas of looms and sandy looms where the subsoil formed in silty glacial drift or in colored sandy loam and loam till that is under- ,and and gravel. Also included are a few small sere the soil is sandy and gravelly and severely and. a few small areas where slopes are less ~Qrcent or more than 12 percent. f is medium, and the hazard of erasion is mod- ~etek soils are subject to soil blowing. In most ~osion has caused tilth to deteriorate and has the content of organic matter in the surface of this complex are in pasture and hay. are suited mainly to oats, alfalfa, and some corn and soybeans are also grown. ~s crop yields are limited by low available qty. Controlling erosion and soil blowing ling tilth and organic matter content are etors of good management. Capability unit land group 3d1. ~etek-Onamia complex, 12 to 20 percent d. The soils in this complex are on pitted 21 outwash plains. Most areas are irregular in shape and range from 10 to 150 acres in size. The surface layer in this complex is mainly loam and sandy loam but ranges from silt loam to loamy sand in small areas. This complex is about 65 percent Chetek sandy loam and 35 percent Onamia sandy loam and loam. The Chetek soil is; mainly near the crests of knolls. In most places the Chetek soil is more eroded than the Onamia soils, which are near drainageways and on slightly concave parts of knolls. The Chetek soil has the profile described as represen- tative of the series. The Onamia soils have a profile similar to the one described as representative of the series, but the surface layer and subsoil contain more sand, and in many areas the soils are more eroded and thinner. Included with these soils in mapping are a few spots of wet soils in depressions and drainageways, and areas that have a thin mantle of reddish colored silt loam, loam, or sandy loam glacial drift that is underlain by sand and gravel at a depth of 3 to 5 feet. Also included are a few areas where slopes are less than 12 percent or more than 20 percent. Runoff is rapid, and the hazard of erosion is severe. In most cleared and cultivated areas erosion has caused tilth to deteriorate and has reduced the content of or- ganic matter in the surface layer. Small cobbles and pebbles are on the surface of the more severely eroded soils. Most areas of this complex are in pasture. A few extensive areas are wooded. This complex is suited to alfalfa, grasses, or red and white pine. In many areas crop yields and tree growth are limited by low avail- able water capacity. Slopes facing south and southwest are more droughty and less suited to trees than slopes facing north and northeast. Controlling erosion and maintaining organic matter content are important factors of good management. Capability unit VIe-3 ; woodland group 3d2. CoE-Chetek-Onamia complex, 20 to 30 percent slopes. The soils in this complex are steep and on pitted outwash plains. The surface layer is mainly sandy loam and loam, but in some areas it ranges from loamy sand to silt loam. In some of the draws, depressions, and drainageways the surface layer is dark colored. This complex is about 70 percent Chetek sandy loam and 30 percent Onamia sandy loam and loam. The Chetek soil is mainly near the crests of knolls. In most areas it is more eroded than the Onamia soils, which are near drainageways and on concave parts of knolls. The Chetek soil has a profile similar to the one de- scribed as representative of the series, but the subsoil is thinner and contains less clay and more sand and gravel. The Onamia soils have a profile similar to the one described as representative of the series, but the surface layer and subsoil are thinner and contain more sand. Included with these soils in mapping are wet soils in drainageways and depressions, and a few areas of soils that have a thin mantle of reddish colored silt loam, loam, or sandy loam glacial drift that is under- lain by sand and gravel at a depth of 3 to 5 feet. Also included are a few small sandy and gravelly areas where the soil is severely eroded, and a few small areas Safety and Buildings Division un ~ ' 201 W. Washington Ave., P.O. x 71 ~l/ ~ ) ^ ~+/~ ~ Madison, WI 53 71 D~S,~ Sa 'tary ermit Number (to be filled in by Co.) ` (608} 266-3 ^.7V ~~~ !~ ~ Qepartment of Commerce ' State Plan I.D. Nurp ~ Sanitary Permit Application --~ ~ N formation o l i d y e, persona n In accord with Comm 83.21, Wis. Adm. Co may be used for secondary purposes Privacy Law, sl ~~ ''~ Project Address (if different than ailing address) ~. ~ a3 ~ y a sl7 . s I. Application Information -Please Print All Information / ,~ 'lQ~~ b'- "~ ~ ` d Property Owner's Name uh~Y R~,X G~ ~~ ~ arcel # t # - ,B(l~o~ck/ # / fit' ~,~; C ~ ~ Property Owner's Mailing Address ('~ l ~ P,~ro/perty Location i S -~ ~ "~ ' `7 •. C~ ~ on ect 1 %., /., / City, State - Zip Code Phone Number j ~ .l ~ , ~ °[~`!nv_ / / l (tit on C ,/~ L T ~ l N; 1~ or W 1717 7 ~ ^/Z ! ,c/ II. Type of Building (check all that apply) OK e~ Ps.- r-+~~~ us2.~ I c Y~t ttS "' V le ~" ~ ~ Subdivision Name CSM_Number c ~ - - o t-u y at^- / 1 or 2 Family Dwelling -Number of Bedrooms ~J / / ~ ~ ~o ^ Public/Commercial -Describe Use _ ~ f m~S G ~- ^Village ownshipof }1 ^StateOwned-Describe Use 2 ,~:eir• III. Type of Pertnit: (Check only one box on line A. Complete line B if applicable) A' w System ^ Replacement System ^ Treatment/Holding Tank Replacement 1 Other Modification to Existing System --~ List Previous Permit Number and Date Lssued B. Permit Renewal ^ Permit Revision nge of ermit Transfer to New iration Plumber Owne y6~ ~ ` --/ J " Ex B f ore p e IV. T e of POWTS, S stem: Check all that a I essurized In-Ground ^ Mound > 24 in. of suitable soil ^ Mound < 24 in, of suitable soil ^ At-Grade ^ Single Pass Sand Filter Q P r on - Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Reci ann Sand Filter I Recirculating Synthetic Media Filter thing Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersal/TreatmentArea I ormation: 0 p p S stem Elevation Design~il App)ication Rate(gpdsf) Dispersal Are aired (sf) Dis ersa! Area ro osed (sf) y / Design Flow (gpd) / 6s~ 9~~ ~ P~~ ~ J ~ J~ Taak Info Capacity in Total Number Manufacturer Prefab Site teel Fiber Plastic Concrete Constructed Glass VI . Gallons Gallons of Units New Existing ~ ~~-- ' l Tanks Tanks Septic or Holding Tank X Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigne responsibility for installation of the pOWT5 shown on the attached plans. MP/MPRS Number Business Phone Number ' Plumber s Plumber's Name (Print) ~ j~ ~ / ,_~~/~ cC / "' b c.~l2~i_.- sr- ~~ ~ Plumber's Address (Street, Ciry, State, Zip e) //2/~~ ~C~Q VIII. Coon /De artment Ilse Oal Sanitary Permit flee (includes Groundwater Date Iss ed Tssuin gent Sign tore o S s) ~, pproved ^ D~ Surcharge Fee) ~1~ (jb ~1 ItL D~ I ~"~ ^ er ven Reas Denial ~,/ AA t ~ vv~ IX. Conditions of ApprovaUReasons for Disapproval 3 -'` 1 SYSTEM OWNER: 1 ~~ ~ ~ t56i~„~ /~~ , d t f lt fl ~ er an i uen 1. Septic tank, ef dispersal cell must all be services I maintained as per management plan provided by plumber. ~ ~J Sa... uirements must be maintained ~, ~~ VI e k tb ~ Aq r q ac se 2 ~ as per applcable code / ordirlarlces. ~e5 t?TtJ Attach complete plans (to the County only) for the yttem on p per not less than 51/2 x 11 inches in siu SBD-6398 (R. 01/03) o~ ~ ~~ ~t ~~~~~~ . ~ h ~~~', ~ ~~ )~ OT PLAN PROJECT Justin Hoefferle ADDRESS 2631 Ctv Rd Q Clear Lake Wi 54005 { NE 1/4 NE 1/4S 2 /T 3 N/ 6 W TOwN Cylon COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE9/7/06 BEDROOM 3 CONVENTIONAL XXX IN-GROUND ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambers 26 ,BENCHMARK V.R.P. Top of Lath ASSUME ELEVATION 100° Filter BEST Filter ^BOREHOLE O WELL *g,g,p, Same as Benchmark 267' Property Line Alt. B.M. is top of Survey Iron C 97.1' Well is to meet all setbacks required by WDNR Plans Designed Using Conventional Powts Manual Version 2.0 B2/ 20' 90' M. SYSTEM ELEVATION 91.0/91.2 4' below grade Vent >6" of Cover 11" 5' Long 36" Pro 3 Bedroom House 20' /ST B-1 AG7 ARC 36 Biodiffuser Leaching Chamber with 25.0 ft2 of Area at System Elevation Vents 2-3' X 65' Cells with >3' Spacing To 250th St. ~, ~, , ~' nom,: .... y a ~, OT PLAN PROJECT Justin Hoefferle ADDRESS 2631 Ctv Rd O Clear Lake Wi 54005 t NE I/4 NE 1/4S 2 /T 3 N/ 16 W TOWN Cylon COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE9/7/06 BEDROOM 3 CONVENTIONAL XXX IN-GROUND ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambers 26 ,BENCHMARK V.R.P. Top of Lath ASSUME ELEVATION 100' Filter BEST Filter ^ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 91.0191.2 4' below grade Well is to meet all setbacks required by Vent WDNR >6„ ARC 36 Biodiffuser of Cover Leaching Chamber with 25.0 ft2 of Area ~5' Longll l " 267' Property Line Alt. B.M. is top of Survey Iron C 97.1' Plans Designed Using Conventional Powts Manual Version 2.0 B-2 20' 90' To 250th St. 36" Pro 3 Bedroom House 20' /ST B-1 5' Vents 2-3' X 65' Cells with >3' Spacing at System Elevation ne ... ~ , .~,. Wisconsin Department of Commerce ,Divis'son of Safety and Buildings SOIL EVALUATION REPORT PIQrp Page ~ of~ m accvroance wrur wmm aa, vns. twm. woe County ~~ ~ ~Vr ~ Attach complete site plan on paper not less than 81/2 x 11 inches in size Plan must _ - O! . indude, but not limited to: vertical and horizontal reference point (BM), direction and p~ l,p, percent sbpe, scale or dimensions, north arrow, and location and distance to nearest road. Please print all iia~formation. R vi Date Personal information you provide may be used for seQondaryppr~oses (PifvaCyLaw, s. 15:0} (1) (m)). GG (~, ( (/ Property Owner ~ ®, Prop~irty Location L C.,~ ~ Govt.~Lot 4 S ~ T N R Property Owner's Mailing Address ~ ~ f Lot #~ Block # .Name CSM# ~3~ 3 ~~ ~ ~ Ci State Zip Code ..ttAne Number - ~ ~ ~ ~ ~ ' n^ ity ^ Village own ~ ` Nearest Road, , ~I ~h S too ~ ) ~ y r` ~ ~ G ~ New Construction Use:~Residential / Number of bedrooms Code derived design flow rate ~ ®~ GPD ^ Replacement ^ Public or mmercial - Descri Parent material f /(Fioo`dfDPl~ain elevation rf applicable _ ft General comments ~ U ~~ -~ J J'- """~ _ ~j ~, ~vux~~~ :4 ~ G~~.dC.~ and recommendations: ~-r _ / 1 ~~ T ~ `~ ~~Y n,¢e~C ~ a!o Boring # ~ Boring ~ ~ ~~~~ 5~4.~~ 3d `. pit Ground surface elev. ~ ft. Depth to limiting factor ~7~,~ in. c.,~.,r,..~fi.,., ogre I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/f~ in. MunseU Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 s~ .~ ~ /L ® Boring # Boring s~ ^ Pit Ground surface elev. f ~ '~ ft. Depth to limiting factor ~ in. Soil 'nation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/f~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~'~ O ~ ...- oy ~ /~ Qf ~ ~, rI ~. 6~2 ~/ ~~ ti i- <~ ' Eftiuent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BOD < 30 mglL and TSS < 30 rnglL CST Name Print) ~ Signature ~ CST Number ~h '~ ~~ Address / / ate Evaluation Conducted Telephone Number • ~1 ~ l r "g ~~ Property Owner / ~-- ~~~'~ Parcel ID # Page of © Boring # ~ Boring . ^ Pit Ground surface elev. / /`~ ft. Depth to limiting factor > y~i in. Sal 'cation Rate Horizon Depth Dominant Color Redox Description Textun: Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 •Efiff'L / ©~ ~.- ~ 3- ~ ~ ~. ~~ ~ ~7 ~~ # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Sal nation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fr? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ^ ~~ ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil 'cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 'Effluent #1 = BODS > 30 _< 220 mg/L and TSS >30 < 150 mglL • Effluent #2 = BOD, <_ 30 mgll. and TSS = 30 mcyL 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-8330 (R07/00) ' ~ ' ~ ' Sail Test Plot Plan Project Name Ninke Mike Byron 'rd 3r. !%~ Address 2374 250th st. DeerPark Wi. 54007 ~ ` CST #220527 Lot3 Subdivision Date 7/25/2003 CountyST. CROIX NE 1/4SE 1/452 T 31 N/Fi15 W Township Boring (~ Well PL Property Line# Alt. B top of Pl stake 97.1 ,BM or VRP Assume Elevation 100 ft op of lath PL marker ~'Sr y~~'~~c~ SystemEly. T-1=91.8T-2=91.4 H.R.P. same as BM B2 267' PL Bl LOT 341' (o(p ~ Easment to 250th st ~45'~ 600 to PL > 40"i~ B3 ~~~ >330 1 95' to PL ~~~~ ~? 96' ` ~ ~~~ , ., y Wisconsin Department of Commerce Division of Safety and Buildings / SOIL EVALUATION REPORT PA~~ Page ~ of~ rn awvreanc:e vrt[n wmm w, vvrs. rwm. wue c«,nty~~'~ ~ Gvr ~ Attach complete sRe plan on paper not less than 81/2 x 11 inches in size Plan must _ o~ . indude, but not limited to: vertical and horizontal reference point (BM), direction and l p~ I,p, ~~ () ~~ ~ ~dG 3' 1 percent sbpe, sca e or dimensions, north arrow, and IocaGon and distance to nearest road. Please print all information. _ _.... R ~ Date - Personal information you provide maybe used for secondary purposes f Privacy Lawn s. i 5:1~t (1) (m)). `G (/~yti Q' Properly Owner ~ P Location Ji v •'~ ~ (tom l 1-~~ ! ., . Govt.' Lot 4 S ~ T N R Property Owners Mailing Address ~ ' ~~ Lot # Block # .Name CSM# ~3~13 ~~ . 7 7 State 23p Code IVurnber - _ y. . ' ~ ~ ~ ^ ^ Yittage own . _,_ Nearest Road, , ~', ~i ~? boo ~ fir ~ ~ ~ ~ New Construction Use:~Residential / Numbex of bedrooms Code derived design flow rate __~/® f7 GPD ^ Replacement ^ Public or mmercial - D Parent material f F '' nP~lain elevation if appGcaWe R Generaloommertts ~~~ ~~----~ ~SJ~ ~j~ ~~ti~~~~:4+ J ~~~~(L~.7~'a/L1GQ~ and recommendatbns: 7'-r _ / ~ ~~ ~ ~N1~`,,.'., U a Bonng # ~` Bonng ~ ~'~~S 5~4~~) 3d H LJ Pit Ground surface elev. 9~ " ~ ft. Depth to limiting factor, }~~ in. ~~ ~e I Horizon Depth Dominant Cobr Redox Description Texture Stnicfiure Consistence Boundary Roots GP D/fi? in. MunseA Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eif#1 •Eff#2 D - s ©rt ,n -, , ~ ~/ ., ~ ~ ~ 2 ~°~ Boring ~~ # Pit Ground surface elev. ~-~ ~ ft. Depth to limiting factor ~ in. Sal Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GP D/IP in. Munseq Qu. Sz. Cont. Caor Gr. Sz. Sh. 'Eff#1 'Eff#2 p ~~ ,r.- ~y y ~. ~ / / - // ~ ._~~/~ l/~~ / / ' i - t' Sr ` Et>tuertt #1 = BOD > 30 < 220 rriglL and TSS >30 < 150 mgll ' Eftkiertt #2 = BOD < 30 rrtglL and TSS < 30 mglL CST Name Print) ~ Signature ~ CST Nkrriber e-v~ '~ ~ J'"o~? Address ate Evaluation Conducted Teleptrorie Number nnn M9/,TMMI.\ ~~ ~_ /"f ~'. ~ ~ ~ Soil Test Plot Plan Project Name Ninke Mike ~ Byron 'rd Jr. l:~~Y Address 2374 250th st. DeerPark Wi. 54007 CST #220527 Lot3 Subdivision Date?/25/2003 CountyST. CROIX NE 1/4SE 1/4S2 T 31 N/R15 W Township Boring Q Well PL Property Line# Alt. B top of Pl stake 97.1 ,BM or VRP Assume Elevat9on 100 ft op of lath PL marker System Elv. T-1=91.8T-2=91,4 H.R.P. same as BM 267' PL LOT 341' (~(p ~ Easment to 250th st 40'~ik B2 ~~ ~ ~~~1 >330 95' ^ to PL t,~i~~ a-,-~,~ ? B1 (45'~ 96' 600' to PL > OZ.~~~ N6~~. S po ~,~,.~, ems- Cs M L~`r~-2~ ~/ `f !v Oho ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OvvnerBuyer Mailing Address ~b31 ~/~e ~ ~ S{~ D~ ~~ a ~ ~ a - ~. (Verification required from Planning & Zoning Department for new construction.) O ~ G- /~~ ~ -~O 1 b Sc~ Parcel Ydentification Number ____----r Property Address City/State LEGAL DESCRIP'I10N // Property Location ~ r/a ~ ~ i~ ,Sec. 22 ,Lot # J . Subdivision ~ / ~/ ~ / `~ ~ ~ ~ ~ '~ , 'Volume ! ~ ,Page # _ ~o Certified Survey Map # Warranty Deed # ,Volume _ ~ Page Spec house yes no Lot lines identifiable ~ no SYSTEM 1VIA.INTENANCE AN.D OWNER CERTTp'ICATION 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 trea P ent stage in the `waste disposal sys~~~~~ maintenance responsibilities are specified in §Comm. 83.52(1) and in Cha ter 12 - St. Croix County Sanitary The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the o,~~ and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1!3 frill 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 Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the Owner(s) of the property cribed abov by a of a warranty deed recorded in Register, of Deeds Office. ~_~ /~ SIG A F APPLICANT(S) DATE *** *~* Any informaxion that is misrepresented may result in the sanitary permit being revoked by the planning ~ Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 48/O5~ Maintenance and Contingency Plan for a Septic System Maintenance Ptan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, ce11s are to be inspected via the inspections pipes at the ends of the cells. 4.Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 e cy Pian Option # . If system fails, determine cause of failure, use alternate area and install new m in tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 St. Croix County Zoning 715-386-4680 Pumper Tom Mondor 715-246-5148 Shaun Bird #226900 ' i r..~•...~---••--•--- X Ei _-. _. I • ..~~~~ R { .; ~ ~ ~ I ~ ~ , :'~ ~ ~ i • ' w JMA 1 ~ ~ --•----~g-----•~ :assns as#~ IL ' '. ~ u ~ i N 11 ! D ~ ~ ,~ 1 f ~ ~ ~ I ~ ~ ~i ~ I i 3/i2 ~~ , ~ vA~~+ gt • ~, i y 1 • I V ! ~ ~ ~ ~ ., ~ . ~ ~ _ ~~$ 1 ~ '~ .. ' -. '•~~ ~ ,«~~ t` ----- ~ ~ N w~ y N `F~ ~ i i G ^ ~~ ,(~ ~ , , rn ~ I ~ ~~~~~ /y~~~ ~ ~_ I O ~ m ~. c • m ~ I "~ ' x ~~~ I ~ o. Z ~ ~ ~ ~ ~~ I ^ r o g a m e m .. G ~ ~ ~ m O p Z0'd 6$SL>39ZSTLT NOIlOn7J1SNOa ldnkiN WIt Wd 0T:S0 90-90-d3S --%v8? ~its~•scp 8 - 2g _03739368 :r l :• ° VOL 17 PAGE 4606 <'. ._..•••' _~„ ~~g KATALEEH H. dT-'1.~A~~" ~USa•.rcV~,.. REGISTER OF DEEDS „~.,. ST. CROIX CO.. MI C E R T I F I E D S U R V E Y M A P 09C09~2003°R09EC000PM Located in port of the Northeost Quarter of the Northeast Quarter of Section 2, CERTIFIED SURVEY 1fAP Township 31 North, Range 16 West, Town of Cylon, St. Croix County. Wisconsin. REC FEE: 13.00 CQ~~yFEE• 3.~ Prepared for and at the request of: A special exception use permit is required for the rbar~e o s opes 0~~, 207G or greater not identified on the approved plat or SM. This permit Mlehael D. Nktka is applied for through the zoning office and is reviewed through o public 2374 250th Street hearing process by the St. Croix County Board of Adjustment. Deer Pork, wt 54007 WEST L/NE OF THE UNPLA TTED_LANOS Oreftad by. Howard H. Harri{d 111 NE1/4 OF THE NE 1/4 - .. _ _ _ ~ N 00'2421 ! W 663.00' ~ . • _ ~oeZ a f~ xo~m N g ~ s m~~ ~ o t0 N~"r~A D ~ c ~? m ~ m ,C ~ y ~ O ~ ~ p of m c ~ no o ^ .o ~ ~ e c d N T S S ~ O f° N ~ o y 3 0 ~° =.~ is v m ~ f o~rt~ ~ nrt w ~ `~ 3 0 p O ~• f/f o ~ ~ o a =°- 3 m QoTg ao s. rt .c o S O ~ m n o_ N y N ~ ~ ~ ~ m O m ~e o ~ n o o ~ ~~ s ~ C X d o ~ L7 c dao 0 0 ~ v- ~ ;r o. ~ ~ ~ ~ r n ~ ~ m C g .-. m 0 o s ,. 0 ~, ?_ m c ~ ~, rt i~i~ ~ ~ ~ l {~ M ~ ly IS 1~1~ _~~ r~l~ ~ I~ I J I~ W ~~ N J~ n S5 OZ~D S sOx o ~ ~ m g ~m C ~ ° ~ Z 3 rx,, j p ~ ~ rrn+r a N M' C y y ~ S C Jrv ~ n o ,N. v W ? ~ N C71 ~ ~ nF ~ ~ ~ w U ~ ~ OD S 00'24'07" E _1908.43' ~~ _ w _.Z~ EAST 1/4 GARNER ~ SEC. 2-37-16 (FOUND ALUA/. MAN.) ~~ 333.00' ~ \ ~~ ~ APPF2U+l ~ ~ ST. CROIX COON' 1 ~ Plannsnn ?~~~ ~~~ n~-~s t ~ S E P 0 9 200 If not recc.raeu w.:.nn 30 approval date approval ; ~ Hutt and vOir1 V ~ I ~ W W ` ~ I ~I O V N I ~~, ~~ r O>• I NN VN O OD I CD7 (A CD7 (1J --• rTl D f*1 D N ~ v _ ''~ ~\ 330.00' .,~ ~ ~` ~ ~ _ l 1 Z 0 N s of Yfr ~ O m C Z be _ Z ~~ ~ ~ ~ N~ rr1 O Z~ ~ ~ m~ I CDN T O ! ~ Z ~ fV ~ J ~ O ~ S p0'24'51" m I , ~n.,AND o I cV.r _ _tJ •I- _ \ - rn~ ... N I N 1 O r _/ ,SOO'24'07"E 267.00' ~~ ~ Z t0 N ~ N O j o w o~ ~~ r o ~ rn v m m o -' a w .° ~a n ,~ N ~~ rn o - • -.I,-I N m . ~ - - N w ~ - - ~ / ~ ~ ~ p ~~ v O ~ _ 267.00' _ p 66.0 I~ I I IQ I~ I C I~I~ ~ I I ~ i ~ ~i I~ I'v ~ ~~ I I Z N tT [O 330 ~ I ~,I __- I ~ r ~y-- c,+ ~ i ' I I IN can I I W t0 I I~ ? t~D N ~ ~ I rn . r:n o o o r N o IhI~ O J j il C cn • ~ I I 1 ~ ~ V ~~ m~ ~ ~ lv i IV ~" ~~ N~ N ~ w 4 r -- ----- ----------- ---- o~ 1- -- w / ~ I w i W o °_ / \ O ` e ' ~= r 330.00' I ~ I r~ ~ _ _ _ ~~~~_ _ j 5_00'24'07"_ E_ 663.0_O~ ~~ _25otr, st 00'24'07" E - 2901.43' NA27HEAST CaPNER- EAST L/NE OF THE NE 1/~ SEC. 2-31-16 UNPLA TTED LANDS (FOUND ALUM. MG1N.) BEARINGS ARE REFERtTICED TO THE EAST IJNE OF THE Sheet 1 of 2 NE 1/4 OF SECTION 2, TOWNSHIP 31 N., RANGE 16 W. WHICH IS ASSUI.IED TO BEAR 500~4'OTE. Vo1.77 Page 4606 CERTIFIED SURVEY MAP Located Tn part of the Northeast Ouerter of the Northeast Quarter of Section 2, Township 31 North, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. SURVEYOR'S CERTIFICATE: I, Ty R. Dodge, a Registered Wisconsin Land Surveyor, do hereby certify that by the direction of Michael D. Ninke, I have surveyed, divided and mapped a parcel of land located in part of the Northeast Quarter of the Northeast Quarter of Section 2, Township 31 North, Range 16 West, Town of Cylon, St: Croix County, Wisconsin, described as follows: Commencing at the Northeast corner of said Section 2; thence, on an assumed beazing along the east line of the Northeast Quarter of said Section 2, South 00 degrees 24 minutes 07 seconds East a distance of 330.00 feet to the point of beginning of the pazcel to be described; thence, continuing along last said east line, South 00 degrees 24 minutes 07 seconds East a distance of 663.00 feet; thence South 89 degrees 40 minutes 15 seconds West a distance of 1302.68 feet to the west line of the Northeast Quarter of the Northeast Quarter of said Section 2; thence, along last said west line, North 00 degrees 24 minutes 21 seconds West a distance of 663.00 feet to the south line of a Certified Survey Map recorded in Volume 16 Page 4413 in the St. Croix County Register of Deeds Office; thence, along last said south line, North 89 degrees 40 minutes I S seconds East a distance of 1302.71 feet to the point of beginning. Containing 863,687 square feet (19.83 acres). Subject to 250m Street (a Town Road) along the most easterly line of the above described property. Also subject to all easements, restrictions, and covenants of record. I also certify that this map is a correct representation to scale of the exterior boundaries surveyed and described, that I have complied with the provisions of Chapter 236.34 of the Wisconsin State Statutes and the Subdivision Ordinance of the County of St. Croix and the Town of Cylon in surveying and mapping the same. ~- ~ -22-07 RE+.: ea a - 2~ 0 3 y Dodge-Registered Wisconsin Land Surveyor No. 2484 Date JEO Consulting Group, Inc. P.O. Box 325 New Richmond, WI 54017 DODGE 5-2484 •, CLEAR LAKE, ~ '• ,.•• WI ,.' 'qNa suAV~° Sheet 2 of 2 Vol . 7 7 Page 4606 U 2705 P 07Q STATE BAR OF WISCONSIN FORM 1 - 2000 DocumentNumber WARRANTY DEED This Deed, made between MICHAEL NINKE Grantor, and JUSTIN P. HOEFFERLE AND LEA F. HOEFFERLE. HUSBAND AND WIFE Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in ST. CROIX County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum}: PLEASE SEE ATTACKED EXHIBIT A -7a i i ~a KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIK CO. , MI RECEIVED FOR RECORD 11/30/2004 10:00AM MARRANTY DEED EXEMPT # RfiC FfiE: 13.00 TRAN5 FEE: 120.00 COPY FEE: CC FEE: PAGES: 2 Recording Area Name and Return Address NORTHWEST TITLE AND ESCROW CORD 744 Y DRIVE, STE.101 HUDS 54016~~ S.~7f o Together with ail appurtenant rights, title and interests. 006-1003-10-050 Parcel Identification Number (PIN) This IS homestead property (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and cleaz of encumbrances except NONE Dated this 6 day of ~, old * A Signattue(s) authenticated this day of '`~~~~ * MICHAEL NINKE * ACKNOWLEDGMENT STATE OF WI ) ss. ST CROIX County ) Personally c e before me this O day of Q '(..~D~ ~ , 2004 the above named MICHAEL NINKE _ _ _ TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by $706.06, Wis. Stats.) to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY _ Northwest Title and Escrow Cora *~ 744 Rvan Drive, ste. 101, HudsonLWI 54016 Not My (Signatures maybe authenticated a aclmowledged. Both are not necessary.) • Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED FORM No. 1- 2000 Public, State of LU/ fission is permanent. (If not, state expiration date: ~uru as , a oat .) INFO-PRO (800)655-2021 www.infoprofomB.conSTATE BAR OF W[SCO U. 2?OSP 07~. Exhibit A THAT PART OF THE NE OF NE SECTION 2, TOWNSHIP 31 NORTH, RANGE 16 WEST DESCRIBED AS FOLLOWS: LOT 3 OF CSM RECORDED VOLUME 17 OF CSM'S PAGE 4606 AS DOCUMENT #739368, ST. CROIX COUNTY, WISCONSIN Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety ~snd Building Division ' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal informatidn you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Ninke, Mike City Village X Township C Ion Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Mode! Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM County: $t. CrOiX Sanitary Permit No: 463047 , 0~ State Plan ID No: ~ Parcel Tax No: 006-1003-10-050 Section/Town/Range/Map No: 02.31.16.17A40 ELEVATION DATA STATION Benchmark Alt. BM Bldg. Sewer SUHt Inlet SUHt Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade HI I FS BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Svstems Onlv Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ~ No ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 2384 250th Street Deer Park, WI 54007 (NE 1/4 NE 1/4 2 T31 N R16W) NA Lot 3 Parcel No: 02.31.16.17A40 1.) Alt BM Description = 2.) Bldg sewer length = -amount of cover = ~~ Plan revision Required? [ ''~ Yes ~ No i ~ ~ j Use other side for additional information. i ~ ~ ~i i-- Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) ` ' Sanitary Perm' A ~plication Safety & Buildings Division In accord with Comm .21, Code 201 W. Washington Ave. `~SCOfISin See reverse side for instruction for c ~' }~i n Personal information you provide ay be used for s8 ~' pu es PO Box 7302 Madison, WI 53707-7302 Department of Commerce [Privacy Law s. 15.Qq~(-1,~(m ] F (Submtt completed form to County if not state owned.) Attach complete plans (to the county copy only for the system, o p of le an 8-1/2 x 11 inches in size. County ~ State Sani PennitNumber Che i ~j o previous catio State Plan I. D. Number I. Application Information -Please Print all Information ~ ?' ~ Location: Property Owner Name _._, Property Location • X1 ~ /4, S T ,N,1 /4 Property Owner's Mai mg Addre s umber Block Number C' State Zip Code Phone Number ~d~t~e CSM Numb II. Type of Building: (check one) od ~ 5 vwt' ~s ~ ^ City ~.. 1 or 2 Family Dwelling - No. of Bedrooms :~ ^ Public/Commercial (describe use): ~' ~ ^ Village own of _ / ^ State-Owned ~ ~ ~ ~ ~„~ - Neazest Road ~~ Z ~ l T N b P 1 ~'`~"~S ( l K C azce u e )~ O - oSoC. /~A -`fo III. Type of Permit: (Check only one box o line A. Check box on line B if applicable) A) 1. ew 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to System System Tank Only Existing System $) Permit Number Date Issued ^ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) Non-pressurized In-ground ^ Mound ^ Sand Filter ^ Constructed Wetland Pressurized I -ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V. Dispessa reatment ea Informatio . 1. Design Flow (gpd) 2. Dispersal Area R i 3. Disper Q~ v P .Soil Application l G / 5. Percolation Rate 6. System Elevation - 7. Final Grade io ` L'" equ re ropose , ate ( a s. day/sq. ft.) (Min./inch) ~ h _ / ~ ~/ Elevat n G VII. Tank Capacity in otal # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks ~ [~~~ /~~ Con- Con- glass New Existing ~'F~. Crete structed Tanks Tanks Q / 1~ ~~~. ^ ^ ^ ^ ^ ^ ^ ^ ^ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) ~ Plum ignature (nos ps): MP/MPRS No. Business Phone Number / // Plumbe ' Address (Street, City, State, Zip Code) • IX. Coun y epartment Use On y Approved ^ D~ pp ed ^ ner Gi rtial Adverse Sanitary Permit Fee ncludes Groundwater Surcharge Fee) Date Issued Is uin gent Signature o stamps) / ~ 2~ 1~ 2 Determtnation (. ~ X. Conditions of Approval /Reasons for Disapproval: 3~~ ~ ~- ~ ~ .{.fl SYSTEM OWNER: ~ ~-~ ~ ~.tta~ {~. > Sa ~ -~ us2 i- 1 Septic tank, effluent filter and CQ 1 dispersal cell must atl be serviced /maintained gl ~ . S ~ > ~ -b W,r~(~ J as per management plan provided by plumber. 1~ ~~,ff- ' _ •~ ~ ~ > ~ ' 2. All setback requirements must be maintained T 1~ ,y e- vl o~. c(.ld~Q~ G4Q,C~ s de/ordinances. SBD-6398 (R. 07/00) 1 ~- ~ ~eU.•~ -~ o~ w ~ rce~Q PLOT PLAN ` PROJECT Mike Nimke ADDRESS 2374 250th st. DeerPark Wi- 54007 NE 1ia~ SE iias 2 iT 31 NiR 15 w TowN Cylon covNTY ST. CROIX MFRS Byron Bird Jr. 220527 DATE 9-13-04 BEDROOM 4 CONVENTIONAL XX -Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE ~ LOAD RATE •7 ABSORPTION AREA 857 # of chambers 28 ,BENCHMARK V.R.P. top lath PL marker ASSUME ELEVATION 100' ^ BOREHOLE O WELL sg,g,p, Same as BM Vent SYSTEM ELEVATION T-1=91.8 T-2=91.4 >12" of Bio Diffuser with Cove 31.1 ft^2 per chamber ~ ~,7-• g.~ = -~ 1 p ~. ~~2.. 6" 0 ' 34 f`~,tP ~t . ~ ~ q ~. ~ 4 tt em ~ Long -• - - evation Garage 4 bed Ho se IO' ~ t 0' 26'7' i PL g7' B 1 __--- 45' 600' to PL > Drivewa 341' B3 .~- 20' Easment st ~~ 40~ B ,~ G ~zZn oc+ ~+ • PLOT PLAN PROJECT Mike Nimke ADDRESS 2374 250th st. DeerPark Wi. 54007 NE i/4 SE i/4S 2 /T 31 N/R 15 W TOWN Cylon COUNTY ST. CROIX -~_ MPRS Byron Bird Jr. 220527 DATE 9-13-04 BEDROOM 4 CONVENTIONAL XX -Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE D LOAD RATE •7 ABSORPTION AREA 857 # of chambers 28 ,- BENCHMARK V.R.P. top lath PL marker ASSUME ELEVATION 100' ^ BOREHOLE O WELL *g,g,p, Same as BM Vent SYSTEM ELEVATION T-1=91.8 T-2=91.4 > 12" of Bio Diffuser with 31.1 ft^2 per chamber R}. /c~` 6" Long Garage 267' PL 4 bed 10' ~ t 0' BZ r ~~~ ~ ~ (~~ 45' 600' to PL > 341' I st ~zzn 20' 66' oc' ~' Srt. Croix County Planning and Zoning Thursday, September 14, 2006 at 3:06:19 PM Detail Sanitary Information Page 1 ojl Computer #: 006-1003-10-050 SublPlat: NA Section: 2 Parcel #: 02.31.16.17A40 Lot: 3 TNlRNG: T31N R16W Municipality: Cylon, Town of CSM: Vol. 17 Pg. 4606 1/4 114: NE 1/4 NE 1/4 Owner: Ninke, Mike 2384 250th Street Deer Park, WI 54007 State Permit: 463047 Issued: 09/15/2004 POWTS Dispersal: Non-Pressurized In-ground Permit: New County Permit: 0 Installed: POWTS Detail: Leaching Chamber Bedrooms: 4 WI Fund: POWTS Pretreatment: NA Notes Issuer/Insoector As Built Plumber Other Requirements Additional Notes Monev Owed Not determined NA Bird, Byron Jr. Do not schedule for inspection -need to 12/23/04 -Mike Ninke may have illegally split off $0.00 Pam Quinn Signed Off: No check and see if this is part of lawsuit filed land that is subject to a conservation easement for by the DNR against Ninke hunting, etc. See file for public record detailing civil suit. This may affect several new landowners is . ~ ~ x .. DOCUMENT N . WARR/l1~ITY DEED Tll.. i-ACa Rii[ww roa R[CORO1Ne DATA SR'ATt BAB OF WISCONSIN FORIt l-19p ~i, w y ,, R~~s~~s oF~cE _ a ~a~oocoo4vH .Sa4!ee...~::...~14~?4en.:..s, s3n4~N..De~844 ...._.:.. •_ ! ~iotRaodd .._:...:.....:: ...................::... ...::..._..:.. ....:.......:...::.:.:........._....:.: MAY 101993 ....:.:. .::.::.......:;:. .:.:......:::: .. ---::.:..:.: ~ 9:4Q R M conreyr and warts:,ts to ..1~iichael..Dt....htin]cs....: ..................... 19~C~~G~ ... ..... ....... .. - ........ .. .. ...... ~a~ ........,. .. : . .. .... .......... RiTUwn To ~, Y - ' -, ; tba followinE described real~ssbb fn ...:..St-....L',r0~]C...... .. •.Coant~, State of WIsoo:uin: ~- ........_: ..............» Ttk Pared No:.. The Northeast Quarter of Northeast Quarter (NE 1/4 N8 1/4), Section 2 Township 31 North, Range 26.Weat. ~~ ,. TRP~~ ' ~ e- ...._.~----- ~ j" t. i ,: i - , I .. ~ , Thie . is not--- ~-. homestead property. (L) (is not} Exception to warranties: Subject to municipal and zoning ordinances and ;_reaorded easements and restrictions o~ record, if any. - Dated ,this .. ......:.:. .. .....-..: .....::.. day of .............:.... .....NaY.-... ... ......., 19..93.. 4 -----._ ~ ......:.. ....::..:.......:.:.:....... .:.:....:... SEAL ...- ....(SEAL) ---- -f..---... ... :. ... .-_James:. C,.. Neipen---. ..--•---- • -- - - ..._ SEAL .._(SEAL) AOTS=NTIOA?IO2i AO=NOWLDDaBSIfT Si~aature(s) -...- .._.....:..._r__ ,:...... STATB OF WISCONSIN d. ..:._.~___.. _... ._...._.. ...... ~........ poZR .cunt,.. antbeaticated tLb ... .dsy e~.. _... _ ............. 1l....» Peraonall~ came haters aw this ....sat of .... ... - ...:::.....~atY ....................... t~. ~ ~. t]~. shoo. na>ned *_ _ _ _ _ _ TITLEs~YE][BicB STATS' BA8 OT WISCONSIN.••.._..• a'a :.. •..»__.::.._.._.~.. _......... ~.~_ .... ~........... ,-atLoif sd~bT ! 40A.06. Wis.~Stata.3~ _.... to nu brown to M the parsers, ,-,,;:.rrho e:ecnted tlr• ' toreQoiut it~atran:ptt and adlca~ol~M..an~d.. TNta 1NaTItUM[NT WM DRAITtD aY ~~ ~ .•'' ~y '•,~, _ _ ~' _ :' ~g.~ ~itE.t...~Frneai ..Q.f~~C~ttliYNl1 _&~BYR:tBS ' ~~'°~ ~~~ ~ ` .. ..._.... ~ ~.~_.r;,.r. P.'-.. O. Box i79..11ate_rl!~.,,11i_54001 ..... `=~.::. _.._... ,.,~ ~: '~_,~i < ......._ .......... NotarF Pnb1Se ...----..,Po11c --*-• t --~'-fr,.wi,. (Sisnstnres aiy ba satbeutkat~d or aeitaawiedSad: Both Dt~ Coamiasion b If~; ~ ~xpt ara mt aeocaarfl ,l~(flf~ ",~~~4~. ~, ~.~` X04 data :.... ........ .. U ...~ .~~., ~...) - ,~ '. _~!'s`- ~~. •x..r. d s•a.. itimR t+ w «wt~ .rodt M tnM oe DrtMd ed.. tw..w.maa. "'~; y ~ ~~-:'` wwnaanrt ~ 0swss sws os w~scoxwt ~ Ca, tRO. _._ tonic rte: a- i,>a MN~tinw~sin __--- -- ~ - _ _ T ~~ `~a-f2~ ~ l`t ~ ~b ~ ~' , 11J~' v ' ~ ~ ~~ l`T A = .,:d'c: cv•siC ~3-23-03739368 '.=:c:,AK~. .' ~ '~•'~ ~•' ~ VOL 77 PAGE 4606 ` '~?~`~ ~ KAT Mi~LSA"-' •'> sUi;t'E~ r,..:• ~ REGIS OF DSEDS `~ ~~~~ RECEIVEDxFOR~ ~E~CORD CERTIFIED S U •~~F~~ V E Y MAP 09~09~2003 ~:OePn Loeoted H port of the North Quarter of the Northeast Quarter of SectioQ. 2, Township 31 North, Rongs 6 West, own o on, o cons n. CERTIFIED SURVEY MAP REC FEE: 13.00 COFEB: 3 Prepared for and of the request of: A speciol exception use permit is required for the rbanse dl~opes ~~ 20z or greoter not identified on the approved plot or ~I. This permit 1111ehaal D. Nlnla is applied for through the zoning office and is reviewed through o public 2374 250th Strsat hearing procesa by the St. Croix County Board of Adjustment. Over Pork. wl 54007 WEST L/NE of THE UNPLA TTED LANDS Orofhd bX Howad H. Hanlld III NEl/4 G1F THE NE 1/4 - - - - - - _ N 00°24'21 " W 663.00' _ ~\ ~ 333.00' ~~ 330.00' ,,~ /~ ~ ~ / o ~ ~ o ~~ ~~ APPRC~EIE ~ ~ ~ x ~ ~ ^~ ~ p ~ ~ I i ST. CROiY, COON 11 i 2~ ~ - it i Pldnnlnn 7~~`~• ,~~+ o,•r~ C m~iteel I N~,r ~ ~ ~ g ~~ ~~ ~ SEP 0 9 2003 0 ,~ In Q O 7 ~, ~!~ N ~ I(/1 3' s n u ,o $ _a ~ ~ R ~ If not reccnur~ w~aiin 30 d S of~r ~ ~ C I~ O ~ o ~ ' '~ ~ QA aPDroval dale approval sh I ba p ~ ~ ~ I I O " ~ ~ IT ¢ ~ $' C; a y '~ r•u11 end vald ~ v z ~ (C I C a, o ~ ~ O~ ICI w~ . ~ $ ~ D Illy o ~ ~ a ~ ~, rn ~Q Om ~ I I ~ S-~g _ z3' -~ ~ ..~ ° S s~ o S.~ ~ ~ ~ N~ Z~0 v l~lO S3'~~ ~v 3 ~I I "o a 3 ~ ° OD r{`r 0? I ~ O ~,v 1 V inl Iv •~ ~ ~,~ 8 ~'A ~ °D ~ ~ IOC I ~ i ~sAo ~ ,.pp ~-€ap ~ '~ ~ I VO VN I ~ O I rn °~~~ ~ IC to ~ 1 N• VU~i r I ~ 1 ~~'P^ ~ i~l~ OD ~ I aN DN •O Z I I Z ~~ 3•° -o• ~~~~ ~ I ~p ~a ~ ~ N ~ N {{-- ~n~o c IOIy ~ N~• N• ~ ~ O ~ o a~~r " iii ~ v~ ~ ~ . ~ ~ ° ~ ~ ~ -' o~~g i~i0~ ` 'v Z3~~f ~ ~ " ~ rr w 4 ~ , ~ I~ ~ ~ ~ m S p0'24 51 330.p0 m I ~ ~ EDGE OF ~ I I ~ o v a IiJ W W~ ? ~ ~ N I , yyE71.ANp w `~ I . t y - - O _ O ~ ~ OD -I.~--...~ - U~ ~ i I -+ N I (4, _~~ ~ ~ ~ ~ ~Px ~ _ c 1 ~ I ~ P ar ~ ~~ 500'24'07"E 267.00' ~' `° ~' ° °s ~ i^ ~ .. ~ ~ ~ ~ rn cn' oo'v r o I O aV'v~ ~ ~n o ~ ~ v~ ..•v ~iN I ~~ ~ ~ a ~ ' \1 ~ ~_ ~ of ~ to O ~' {' jvly ~° ~ ~~ ~N co3g6 0 ~A ~D N I(N ~~ ~ 4 ~w~~ bo ~-o ~; ~ ~ . ~ z~ Z3y,6 o ~ w-~y~ > ~~m ~ ~Q .. °o ~o ~Q w ~ N .. -.m m ,~, .. ....~ ................. o.t: ca/ ~ ~ c? ~/ ~ c _ ~ I . V V S 00'24 07 E 1908.43' /i . 267.00' ~ /i/ 3 0 0' ~ ~~ i ~ ~~ _~_?,_~pttz~lli>~_ ~ S_0_0'24'07"_ E_ 663.0_0' 25_otti st. ~ EAST 1/4 GARNER S 00'24'07" E 2901.43' - SL~'G 2-31-16 NQRIHEAST CQRN (f-ouNV ALL/,tI I/QN~ EAST L/NE OF 7HE NE 1/4 ~~ ~-31-16 UNPLA TTED_LAIVOS (FOUND ALL/,{/. A/Gw) BEARINGS ARE REFERENCED TO THE EAST UNE OF ?HE Sheet 1 of 2 NE 1/4 OF SECTION 2, TOWNSHIP 31 N.. RANGE 16 W: WHICH IS ASSUMED TO BEAR S00'24'07'E. Vo1.17 Page 4606 LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF CYLON COMPUTER NUMBER 006-1003-10-050 Parcel Number 2.31.16.17A-40 OWNER NAME: First MICHAEL D Last NINKE PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 2384 250TH ST SECTION 2 TOWN 31N RANGE 16W'/<160 NE'/440 NE Line Description Line Description TOTAL ACREAGE 7.870 PLAT CSM 17-4606 LOT3 BLK 01 SEC 2 T31 N R16W 47A NE NE 15 02 LOT 3 CSM 17-4606 (7.87 AC) 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF CYLON COMPUTER NUMBER 006-1003-10-050 Parcel Number 2.31.16.17A-40 OWNER NAME: First MICHAEL D Last NINKE PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 2384 250TH ST SECTION 2 TOWN 31N RANGE 16W'/<160 NE'/<40 NE Line Description Line Description- TOTAL ACREAGE 7.870 PLAT CSM 17-4606 LOT3 BLK 01 SEC 2 T31 N R16W 47A NE NE 15 02 LOT 3 CSM 17-4606 (7.87 AC) 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION Owner ~ ` Permit # 3 ~~ DESIGN PARAMETERS Number of Bedrooms ~ ^ NA Number of Public Facility Units ^ NA Estimated flow (average) Q al/da Design flow (peak), (Estimated x 1.5) ~ al/da Soil Application Rate al/day/ft2 Standard Influent/Effluent Quality Monthly average * Fats, Oil & Grease (FOG) <_30 mg/L Biochemical Oxygen Demand (BOD5) 5220 mg/L ^ NA Total Suspended Solids (TSS) <_150 mg/L Pretreated Effluent Quality ,Monthly average Biochemical Oxygen Demand IBOD51 530 mg/L Total Suspended Solids (TSS) <_30 mg/L ^ NA Fecal Coliform (geometric mean) 510° cfu/100m1 Maximum Effluent Particle Size Ye in dia. ^ NA Other: ^ NA *Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIFICATIONS Septic Tank Capacity ~6 ~ al ^ NA Septic Tank Manufacturer ~~ ~ ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model ~~ ^ NA Pump Tank Capacity al ^ NA Pump Tank Manufacturer ^ NA Pump Manufacturer ^ NA Pump Model ^ NA Pretreatment Unit and/Gravel Filter ^ Mechanical Aeration ^ Disinfection ^ Peat Filter ^ Wetland ^ Other: ^ NA Dispersal Cell(s) ^ In-Ground (gravity) ^ At-Grade ^ Drip-Line ^ NA ^ In-Ground (pressurized) ^ Mound ^ Other: Other: ^ NA Other: ^ NA Other: ^ NA Mo1NTFNtsNCF SCHEDIII_E Service Event Service Frequency Inspect condition of tank(s) At least once every: ^ ear( 11s) (Maximum 3 years) ^ NA Pump out contents of tank(s) When combined sludge and scum equals one-third IY31 of tank volume ^ NA Inspect dispersal cell(s) At least once every: ~ yea~Is1(s) (Maximum 3 years) ^ NA Clean effluent filter At least once every: ^ month(s) ^yearls) ^ NA Ins ect um um controls & alarm P P P, P P At least once eve ry: ^ month(s) ^ year(s) ^ NA Flush laterals and pressure test At least once every: ^ month(s) ^yearls) ^ NA other: At least once eve ry~ ^ month(s) ^yearls) ^ NA Other: ^ NA MAINTENANCE INSTRUCTIONS {nspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tanklsl 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 back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third IY31 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 NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) Page of START UP AND OPERATION t For new construction, prior to use of the POWTS check treatment tankls) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal celllsl. If high concentrations are detected have the contents of the tankls) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the ceII1s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter 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, atl tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another 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 replacement 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 a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be 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 may be 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 CONTAIN 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 INSTALLER POWTS MAINTAINER Name ~ ~ ~ it _l /~/ Phone ~~~-- ~6 ~C SEPTAGE SERVICING OPERATOR (PUMPER) Name j/~ 6yz /, Phone <j- Name ~ ~ / -e l,~ Phone ~ l7 p2 3 3 5 LOCAL REGULATORY AUTHORITY Name ~,,0 ~ ~ ~~ ~~ Phone This document was drafted in compliance with chapter Comm 83.221211b11111d1&If1 and 83.54111, 121 & 131, Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address Property Address City/State Parcel Identification Number po(o - ~ 60 3 - / o -'oS0 ~ ~~'~ '`~~ LEGAL DESCRIPTION Property Location~~~'/4 , L '/o ,Sec. ~ , T _~N R~W, Town of ~~~ h Subdivision ~ ,Lot # 3 Certified Survey Map # ~ 3 ~ 3~ ~ ,Volume ~ 7 ,Page # `f(o ~ Warranty Deed # ~ ~~ 7~~ ,Volume ,Page # _i~~ _ Spec house es no Lot lines identifiable ~.i no 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. Owner maintenance responsibilities are specified in § Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/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 standazds 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 Depaartment 'thin 30 days o e three yeaz expiration date. S GNATURE O APPLICANT DATE OWNER CERTIFICATION Uwe cert' that all stateme on this form aze true to the best of my/our knowledge. Uwe amaze the owner(s) of the prope describe ove, by virtue a warranty deed recorded in Register of Deeds Office '\ , [ SIGNA OF APP ICANT DATE ****** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. ****** ~~.~2 ~'` Floc /` /1 ir•G' t ~T~d O (Verification required from Planning Department for new Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. ~~ -~ a~ ~, I ~ ~J . (jam, l7/~'"~ _ ..~1::.~ ~-zz-~~ +y _ ,;.wc~ t ttt:v,ssro g - 23 -03739368 ~'I ~ fir. VOL ~ 7 PAGE 4606 '~~• SUf~';rE~~`.•?` REGISTER OF DEEDS CERTIFIED S U...F~.«•'V E Y MAP 09C09%2DIeta30Re4Ee0PM Located to port of the North Quorter of the Northeast Quarter of Sectio~~2,~~~ Township 31 North, Range 6 Watt, own o on, o consons-Tn'- CERTIFIED SURVEY MAP ' REC FEE: 13g~00 A special exception use permit is required for thCrFbaE'e3df~o es PO~a~red for and at the request of: 20x or greater not identified on the approved plot or §M~ This perpmit Yichod D. NMkttl is opplied for through the zoning office and is reviewed through o public 2374 250th Street heoring process by the St. Croix County Board of Adjustment. Deer Park. WI 54007 WEST L/NE OF THE UNPLA TTED LANDS Oroftad b~ Howard H. Hargd III NEl/4 OF THE NE 1/4 - - - - - - - - N 00'24'21 " W 663.00' ~~ ~ 333.00' ~\ 330.00' ,,~ ~~ ~ ~ o ° ~ o ~~\` APPRC3V~ \` ~ x ~ ~ [~'. ~ ~ I ~ ST. cy^a:OIY, COON `I I o ~ ~ ~ ~ ~ ; Planninn 7~~!~rn ~•,~i e,•ys r mfne6l Nve o a 9 O ~_;y. yr/1 ~ SEP 0 9 2003 0 ~ !"~ a o ' w~~~~ N ~ ~ I ~• e a " ~o ~ ~ ~ ^ n ~ If not raCGionu w.;;iin 3~ d s of~` ~ 0 C i~ ~ ~ " ~ ~ ~ k a n approval dale approval sh 1 be ~ ~ 6 ~ I I O " ~ o ~ 4 q o.-~ •~, null and void 1 I 3 arE c c ~ ~ °~. ~ ~~ fZ~ IOIC o c r- .v m rp Z O V IC I Q ~ a b o z 3 o S' -p ~ w _V _ o '° ~ 3 j ~ ° ~ DD ~ a°_ I ~ ~ Q ~*7 ~ I V I~ I r o$ ,~ o g o a ,. 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O "}S 1 } M 9L oBuc .Z uol}aaS ;o ~}~onp ;sooy}~oN .y} ;o ~}~onp ;vooy}..wN oy; ;o mod ul po}mod ftd00=fi•0 E00Z/60/60 a~Q~3~ ~O~ Q3AIH~3>:I d d w ~ ~ ~., ~:, n s a ~ i ~ ! 1 ItM ~ •oo xroao -as ;,,,,,,,,,,, , , SQ3SQ 30 tI3.LS2'J38 ~,~• ~.~3P•t311^ •; s ;. *~'= 909~~JYd 3 Z ;~~ ~~ .-•••; •~ ~T ..- DOCUMENT "'O. 49330 ~. •~t~ ), V V ~ PnGE ~ 4r 1 - iM13 SPACE iiESERVE~ rOfl PECOHOIN6 DATA IVAR~ANTY DEED STATE BAR OF WISCONSIN FORM 2 -1982 R~sTEit'~ OFFICE. Robs l+a-rc~lstrdfi . conveys and warrants tom-~'•~--D -'~}~° s s~~Ders-~~ the following described real estate in st Cro; Y - Cc ~~1. state of Wisconsin: Dot of S3 nad ~ of 11B of 3ectio>• t. Zor~nshi.>D 31 +~ • . Ratdge 16 W., St. Croix Cotut~. ~ l ~r1tr'_~ ~~ This iQ_aC~ homestead property ~tp (is not) exception to warranties: 'tiOtM z8tl- day AUTHENTiCAT10N Signature(s) ~. D~s~r t1 (SEAL- authenticated this day of ____.__-- ~ t 9 TITLE: MEMBER STATE BAR OF WISCONSIN- pf not. authorized try § 706.06, Wls. Stets.) THIS INSTRUMENT WAS DRAFTED BY IKi~hael J, Sohanos , r te. Amerf . ~ 51+001 (Signatures may be authenticated or acknowledged• Both are not necessary.] St.CROOttA..~ _ Recd for Record D EC 2 9 1992 io:2~ 11A ~~' ~ ~dot>~a. uo6 1003 ~+o Tax Parcel No: ~"~ ;.f3^t~S(1 is 9Z--. (SEAL} (SEAL) p..., F I i. ,.~~. i .:--- ---- Aciwow~ea~au~EN7 STATE OF yy1$GONSIfy ss. DOTS County penalty came before me this - daY of J D ~,r,,,,,;,..,• _ , t 9 9~--the above named rsop~ who executed the to me k _ r_,,..rt1f!!Af'~~i,i~i~dtovl~dae the same. • f '~ • 'r MY P'~++>/~ County, ws. ' . (M riot, state. xpiration date: J ~~ - ~ arri~+;:~~~ .r_.._,_ , t 9 ~) • Names of persons signing in any capacity should be y0ed d Dry GNO~ 7~ar WARRANTY DEED STA FORM r oR2 t, ~NSIN WISCONSIN REAL TORSa ASSOCtA7lON 4801 Hayes Roa4 Madison, Wr~scorrs+n 53704 :_ Parcel #: 006-1003-10-050 01/03/2005 03:46 PM PAGE 1 OF 1 • Alt. Parcel #: 2.31.16.17A-40 006 - TOWN OF CYLON Current ^X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * =Current Owner *NINKE, MICHAEL D MICHAEL D NINKE 2374 250TH ST DEER PARK WI 54007 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 2384 250TH ST SC 1127 CLEAR LAKE SP 1700 W ITC Legal Description: Acres: 7.870 Plat: 1787-CSM 17-4606 SEC 2 T31 N R16W 47A NE NE LOT 3 CSM Block/Condo Bldg: LOT 3 17 4606 7 87 AC - ( . ) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 02-31 N-16W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 09/09/2003 739368 17/4606 CSM 1008/59 W D 9(1f1d CI IMMARY Bill #: Fair Market Value: Assessed with: 52399 27,000 Valuations: Last Changed: 09/08/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.870 25,000 0 25,000 NO UNDEVELOPED G5 5.000 2,500 0 2,500 NO Totals for 2004: Gen eral Property 7.870 27,500 0 27,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 St. Croix County Zoning Detail Sanitary Information Monday, January 03, 2005 at 3:14:32 PM Page 1 of I Computer #: 006-1003-10-050 Sub/Plat: NA Section: 2 Parcel #: 02.31.16.17A40 Lot: 3 TN/RNG: T31 N R16W Municipality: Cylon, Town of CSM: Vol. 17 Pg. 4606 1l4 1/4: NE 1/4 NE 1/4 Owner: Ninke, Mike 2384 250th Street Deer Park, WI 54007 State Permit: 463047 Issued: 09/15/2004 POWTS Dispersal: Non-Pressurized In-ground Permit: New County Permit: 0 Installed: POWTS Detail: Leaching Chamber Bedrooms: 4 WI Fund: POWTS Pretreatment: Unknown Notes Inspector As Built Plumber Other Reauirements Additional Notes Monev Owed Pam Quinn NA Bird, Byron Jr. Do not schedule for inspection -need to 12/23/04 -Mike Ninke may have illegally split off $0.00 Signed Off: No check and see if this is part of lawsuit filed land that is subject to a conservation easement for by the DNR against Ninke hunting, etc. See file for public record detailing civil suit. This may affect several new landowners t