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Home My WebLink About020-1161-90-075Parcel #: 020-1161-90-075 o5/zs/loos 03:01 PM PAGE 1 OF 1 Alt. Parcel #: 23.29.19.9266-10 020 -TOWN OF HUDSON Current ^X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 02/19/2008 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -MILLER, TODD J TODD J MILLER 813 DAKOTA RIDGE HUDSON WI 54016 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description * 828 KIT LN SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 4.047 Plat: 5503-CSM 23-5503 020-08 SEC 23 T29N R19W PT NW SE & PT SW SE FKA Block/Condo Bldg: LOT 01 (10.65 AC) CSM 17-4542 OL 2 FKA CSM 20-5168 LOT 2 (10.652) NKA CSM 23-5503 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) LOT 1 (4.047) 23-29N-19W SW SE 23-29N-19W NW SE Notes: Parcel History: Date Doc # Vol/Page Type 02/19/2008 869089 23/5503 CSM 03/06/2006 820010 20/5168 CSM 01/19/2004 752043 2494/01 QC 01/19/2004 752042 2493/640 WD more... 2009 SUMMARY Bill #: Fair Market Vatue: Assessed with: 0 Valuations: Description Class Acres Land Improve Last Changed: 04/08/2008 Total State Reason Totals for 2009: General Property 0.000 Woodland 0.000 Lottery Credit: Claim Count: 0 Certification Date: Batch #: 0 0 0 0 0 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT ~ GENERAL IN~ORIVIATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. -~-mit Holder's Name: Miller, Todd City Village X Township Hudson, Town of CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ng PUMPISIPHON INFO county: St. Croix Sanitary Permit No: 488091 0 State Plan ID No: Parcel Tax No: OZO- ~1~1- 9n -075 Section/Town/Range/Map No: 23.29.19. q2 ELEVATION DATA STATION BS HI FS ELEV. Benchmark Alt. B Bldg. ewer t t n et t ut et t net 0 om ea er an. ipe em ra e over Pipe(s) I I I Length Dia _ Length Dia Spacing ~d'fLZ`aC! r PrPSeure Systems Only xx Mound Or At-Grade SYStems Only BedlTrench Center Bed/Trench Edges Topsoil ~ Yes ~ No ~;] Yes ~ No rs- GQMMEN 15: (Include code discrepencies, persons present, etc.) Inspection ~~: / i mspecn°n ~~. Location: 828 Kit Lane Hudson, WI 54016 (NW 1/4 SE 1/ 23 T29N R19W) NA Lot 2 Parcel No: 23.29.19. 1.) Alt BM Description = ~ ~~ ~~ ~ i~ 2.) Bldg sewer length = ~s - amount of cover = I Plan revision Required? ('J Yes (] No i ~ i i~ ~ Use other side for additional information. ~- ---~n~epaoro~iyiiaiu~@ . SBD-6710 (R.3/97) TANK SETBACK INFORMATION Safety and Buildings Division County St. CPO1X 201 W. Washington Ave., P.O. 162 ~ ~ ~seons~n Madison, WI 53707 7] Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266-3151 O~ ` 1 '' ~ Sanitary Permit A p1i~VED State Plan LD. Number In accord with Comm 83.21, Wis. Adm. Code, pe sonal information you provide "-'--""-----' may be used for secondary purposes Priv cy LaW, ytl ~0~(1)~n)~ O O 6 I Project Address (if different than mailing address) I. Application Information -Please Print All Informa on ST. GROIX COUNTY ~ (~~~ /~ ~ T La, ~~ Property Owner's Name ~',~ Parcel Y( Lot # ~- Block # Todd Miller (~ ~ ~? - Ir r Property Owner's Mailing Address Property Loca ~on 813 Dakota Ride NW'/a SE'/a Section 23 City, State Zip Code Phone Number , , Hudson WI 54016 715-381-3619 T 29 N; R 19 W II. Type of Building (check all that apply) 1 2 ~ t'~ O` X 4~' ~ ~ Subdivision Name tp CSM Number -- O ~ r n,~ I or 2 Family Dwelling -Number of Bedrooms 4_ ak 0.5 ~ 5~ o+ CSMV1 P454 ~t~~ ^ Public/Commercial -Describe Use ~ ~ S~(m$ ^ State Owned -Describe Use ~~~ ~,(li~~ ~ '-' ~ E2.. ~0,..)5 ^City_^Village X Township of Hudson III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' X New System ^ 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 stem: (Check all that a 1 } ~ a,,, X Non -Pressur' - round ^ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ..,----- ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatm ent Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 600 / 0.7 / 857.1 v,,- 900 ~ 44.0' ,~ .t,~- Q - l '' Z, VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Tanks Existing Tanks /ni n j Q , Septic or Holding Tank X 125 1 Skald Pre-cast X Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum er' atur MP/MPRS Number Business Phone Number Tom Gustum 227618 715-658-1344 Plumber's Address (Street, City, State, Zip Code) N13450 937ih Street, New Auburn, WI 54757 VIII. Count /De artment Use Onl Approved Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing ent Signat re t s Owner n Reason for De Surcharge Fee) ~~ ~ ~~ 3 7 ~ /'~-~ IX. Conditions of Approval/Reasons for Disapproval (~ ~ /~ j'~ I'~~~- ~S i~U IiUQ ~ y. py~ W ,. ~ 1111, ~Aw ~N t f r ~Mfrl crN test aq Ils,pr ma~nap~ment pUp Oronld~d by phxnba. 2 .~ Nlblck ~ tRNIN d ~1NttaN>•d M ~R ip~p~ COd! / N~Ir10~i. r~aacn comprete puns tto the county only) for the system on paper not less than S12 x 11 inches in size SBD-6398 (R. 01/03) I n -- -- - •~ "s 6 ~ ~ ~ a ~ N w O ~ ~ H N m ~ ~~~,~~ :a ; a .o ~~~~?iai ~~~c~~ o ~ V ~ 2S Q N ~ ~ ~S' ,, ~ U h~ 3 m ~~ w ~ ~~ ' ~~~ ~\ ~ ~ ~ d~ mp ^ m~~ ~ ~ -~J '~L \ ~ L o\° ~O~ ~ O ~~ ~O A~~ f ~ ~' °~ . ^ ~~ a a x x ~ ~ ~ ~ a ~ € $ R R ~ O ~ ` D. O> xQQQ? ~ ~ Q lA ~ ~ d v 'S .s ~ a .~a ~ ~ d' § °' m~~ II ~• a~3 Z f b b r' ~88 ~ W •o ~ ~ ~ - U ti - ~~ ~m~~ ^~~ COpY m ~ U m .. - u 9 i V s~ r Q 0 a )I m a~ f Si ~ w ~ z O~ r r ~= r ~ '~ ~ N m ~a ~~ ~, ~ ~s ; -~ m~~~=~ ~,,~~5c2`5~_ = ./2 ~aDSC-Z q a ~ N ~~~ j U ~ ~a gib ~^ ~~~. U' cii o~ ~ ~`, ~o ~\~~ m~w~ `"~ ~~~~ ~ ~~ '' ~ ~` ~ °r m ~ L .rio~ ~~~ ~. ~ `, O U o ~ ~~~ ~3° ~°~ ~, ~~~~ ~ ,, %~~AaP ~ m /'~ / ~U ~~~~ / a ~ ~ ~ U ~- ~p. ~0 N d `~~tt~o~~jj ~l i!S ~i ~ ~ Q ~ N N ~ ~ .- fn €~ Qua ~ ~ ~~~ ~-~_ `0 0 ~ a ~ ~ °~ ~a ~ m ~ ~ II fib b r O ~ $ g .. Z w ~ ~ W ~ > J m° ~ w Q - ~~ U ~~~~ „mm ^~~ ~~ m ~~ '~ stnssl~n ~,`~ uu`g ~~ A N REPORT Department of Commerce i cordance wl 5, wis. Adm. Code ' :-• ,Division of Safetv and Buildings #2341 Page 1 of 3 Certified Soil Testing, LLC Attach com lete site Ian on a er not less than 8'/: x 11 inches ' '~~ n m t P p P P d County St. Croix include, but not limited to: vertical and horizontal r IrIJ~ tion a d Parcel LD percent slope, scale or dimensions, north arrow, nd to i to nea st road. . 020-1161-90 050 Please print all infor anon. d` r1 04 m P l i f ti id d f P ~ L~~ o 15 b v Reviewe y Date ( ( )). ersona orma on you prov e may e use or sewn ry pur n s . . n dc /Z Z7 d Property Owner 8rry Loc tion Miller, Todd ST.CRO4X (~ElfdEl. NW1/4, SE /4, 23, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 813 Dakota Ridge outlot 2 CSM V 17, P 4542 City State Zip Code Phone Number ~ City ~ Village ®Town Nearest Road Hudson WI 54016 651-587-8232 Hudson Kit Lane New Construction Use: ®Residential /Number of bedrooms 4 Code derived design flow rate 600 GPD _!i Replacement ^ Public or commercial -Describe: Parent material loess over pitted till Flood plain elevation, if applicable NA ft. General comments install "conv~ ell" in-ground trench system @ system elevations 4.0' below surface contours w! 0.7 and recommendations: gpd/sq ft loading 1 t- Borin ~' Boring # L-' g Pit Ground surface elev. 94.9 ft. Depth to limiting factor > 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Con5istenc Boundary Roots GP Dfft2 in. Munsell Qu. Sz. Gont. Color Gr. Sz. Sh. 'Effa*1 'Eff#2 1 0-10 10YR 2/2 - sl 1 f gr mvfr gs lm .4 .7 2 10-22 7.5YR 3/3 - Is 0 sg ml gs lm .7 1.6 3 22-110 7.5YR 4/6 - s 0 sg ml - - .7 1.6 ^ Boring # ~-'~ Boring ® Pit Ground surface elev. 100.0 ft. Depth to limiting factor > 120 in. Soil Application Rate Horizon Depth Dominant Color. Redox Description Texture Structure. Consisten Boundary Roots:.. GPD/ft ih. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etf#1 "Eff#2 1 0-6 lOYR 2J2 - sl 1 f gr mvfr gs 1m .4 .7 2 ~ 6-14 lOYR 2/2 - sl 2 f sbk mvfr gs im .6 1.0 3 14-24 7.5Yr 3/3 - Is 0 sg ml gw lm .7 1.6 4 24-120 7.5YR 4/6 - / s 0 sg ml - - .7 1.6 rf ~~ tttluent #1 = 6vU5> 30 < 220 mglL and T¢5 30 < 150 L ' Efflue 2 = D < !L and TSS < 30 mg/L CST Name (Please Print) Sign u CST Number Henry F. Grote ~ 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 7/12/2004 715-233-0398 SBD-8330 (R.07/00) Property Owner Miller, Todd Parcel ID # 020-1161-90-Q~d~ Page 2 of ;~~" - ; ,~ 3 f -] Boring ,_ ,- ,, ,~.. Boring # ~ pit Ground surface elev. 100.0' ~ ft. De fhYtlting factor > 120 in. ~I ,,,.,„P. Soil Application Rat Horizon Depth. Dominant Colgr Redgx DesCCiptign Text Structure Consistence Boundary Roots GPD(ft' in. Munsell Qu. 3z. Cpnt. CoIQ Gr. Sz. Sh. 'Eff#t 'Eff#2 1 0-12 lOYR 2/2 - sl 1 f gr mvfr gs 1m .4 .7 2 12-30 7.5YR 3/3 - Is 0 sg ml gw lm .7 1.6 3 30-120 7.5YR 4/6 - s 0 s9 ml - - .7 1.6 i Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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-8330 (R 07/00) Certified Sal Testlng, LLC Property Owner Miller, Todd Parcel ID # 020-1161-,90-O~a Page 2 of~% 3 _ Boring m.~ =rt-w' r ~.~ Boring # ~ Pit Ground surface elev. 100.0`" ft. y~fltftlting factor > 120 in. Soil Application Rat Horizon Depth Dominant Golor Redox Description Text Structure Consistence Boundary Roots GP D/ft2 in. Munseil Qu. Sz. Cont. Color` Gr.Sz: Sh. 'Eff#7 •Eff#2 1 0-12 10YR 2/2 - sl 1 f gr mvfr gs im .4 .7 2 12-30 7.5YR 3/3 - Is 0 sg ml gw im .7 1.6 3 30-120 7.5YR 4i6 - s 0 sg m1 - - .7 1.6 i Effluent #1 = BODs > 30 < 220 mglL and TSS >30 < 150 mg/L "Effluent #2 = BODS < 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 b08-26b-3 ] 51 or TTY 608-264-8777. SBD-8;30 (R.07/00) Certified Soil Testing, LLC \I `U. ~ r ~qJy~ ~ ~. ~~~eM~~~ ~Gt2.v ill ~~S > ~~' ~w~o¢) ~ 1 v-o~o~ ~~ IZ•o`1b~ 13 "t ~~~~' J .i. I~~~~b \¢d~b ~~ c~.o~a ~ ~~-z ~~ ~~~~ / ~- Cl ~~ o) ~- R (o 3 o~z ~+ .~ ~~ .. S & N Land Surveying, Inc. 2920 Enloe Street Hudson, Wisconsin 54016 (715) 386-2007 Fax: (715) 381-5338 March 1, 2006 Renee Powers Dept. of Administration Plat Review Unit PO Box 1645 Madison, WI 53701-1645 Re: Release of restriction request Dear Ms. Powers: RECE F BAR 0 3 2006 ST. CRO1X COUNTY I am writing to request the re{ease of a restriction prohibiting the installation of private onsite waste disposal systems (POWYS) on Outlot 1 of the plat of Fox Valley in the Town of Hudson, St. Croix County, Wisconsin. The owner of this property, Todd Miller, wishes to build a home and POWYS orr this property. have forwarded a copy of the Soil Evaluation Report and a check for the review fee directly to Leroy Jansky for his review. Please contact me if you have any questions. Sincerely; S & N land Surveying Doug Zahler CC: Todd Miller, 813 Dakota Ridge, Wudson, WI 54016 St. Croix Co. Zoning Office, 1101 Carmichael St., Hudson, WI 54016 Leroy Janske, 13 E Spruce St., Chippewa Falls, WI 54729 ~ Parcel #: 020-1161-90-050 12/09/2004 02:19 PM ~ ~ a PAGE70F1 ~_ Alt. Parce( #: 23.29.19.926B 020 -TOWN OF HUDSON Current ^X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type a 00 0 Tax Address: Owner(s): "` =Current Owner "MILLER, TODD J TODD J MILLER 813 DAKOTA RIDGE HUDSON WI 54016 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 10.650 SEC 23 T29N R19W PT NW SE & SW SE (10.65 Plat: 1723-CSM 1 542 020-03 Block/Condo Bldg LOT OL 2 AC) CSM 17-4542 OUTLO~ Tract(s): (Sec-Twn-Rng 401/4 1601/4) f ~~ 23-29N-19W SW SE 3'L Notes: Parcel History: ~~ ~ Date Doc # Vol/Page Type ,,,y ~Q/~ U" ~ e fZ j{ 01!19/2004 752043 01 /19/2004 752042 06/13/2003 725820 2494/01 2493/640 17/4542 QC W D CSM ~' V 868/29 MMARY Bill #~ Fair Market Value: Assessed with: 2004 SU 2196 8,700 Valuations: Description Class Acres Land RESIDENTIAL G1 10.650 6,700 Totals for 2004: General Property 10.650 6,700 Woodland 0.000 0 Last Changed: 07/21/2004 Improve Total State Reason 0 6,700 NO 0 6,700 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: 136 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 18 SOIL SURVEY lower part. The substratum, to a depth of about 60 inches, is yellowish brown sand and gravel. Available water capacity is moderate, and permeabil- ity ranges from moderate in the silty subsoil to rapid in the underlying sand and gravel. Natural fertility is medium. The organic matter content of the surface layer is moderate. Most areas of these soils are used for corn, alfalfa, and grasses. Representative profile of Brill silt loam, 0 to 3 percent slopes, in a cultivated field, 450 yards west and 95 yards north of center of sec. 12, T. 31 N., R, 15 W.: Ap-0 to 9 inches ; very dark grayish brown (10YR 3/2) silt loam, light •brownish gray (10Y 6/2) dry ; weak fine and medium subangular blocky structure; fri- able ; common roots ; neutral ; abrupt smooth boundary. A&B-9 to 16 inches ; brown (10YR 5/3) tongues of silt loam (A2) ; moderate thin platy structure; yellowish brown (10YR 5/4) slightly heavier silt loam (B) ;weak fine subangular blocky structure ;very friable ; common roots ; slightly acid ; clear wavy boundary. B&A-16 to 20 inches; yellowish brown (10YR 5/4) silt loam (B21t) ;moderate fine sub- angular blocky structure ; penetrated by brown (10YR 5/3) tongues of silt loam (A2) ;weak thin platy structure; friable; common roots ; very strongly acid ; clear wavy boundary. B21t -20 to 26 inches; dark brown (7.5YR:4/4) silt loam, high sand content; few fine. dis- tinct strong brown (7.5YR 5/6) mottles; moderate medium subangular blocky structure ; friable ;thin patchy clay films ; common roots ; very strongly acid ; clear wavy boundary. IIB3t-26 to 30 inches; dark brown (7.5YR 4/4) loam, high sand content; common medium and coarse distinct strong brown (7.5YR 5/6) and few medium distinct dark gray- ish brown (10YR 4/2) mottles ;moderate medium and coarse subangular blocky structure; friable; thin patchy clay films; common roots ; strongly acid ; clear smooth boundary. IIC-30 to 60 inches; yellowish brown (10YR 5/6) sand and gravel; single grained; loose; medium acid. The solum thickness and depth to sand and gravel range from 25 to 35 inches. The silty mantle ranges from 20 to 30 inches in thickness. The ,Ap horizon is very dark grayish brown, very dark brown, or dark grayish brown, The C horizon is 10 to 25 percent coarse fragments. These soils are strongly acid or very strongly acid in the B horizon and medium acid in the C horizon. Brill soils are. near Antigo and Halder soils. They are more poorly drained than Antigo soils, but they are less poorly drained than Halder soils. BpA-Brill silt loam, 0 to 3 percent elopes. This soil is in narrow to moderately broad areas on stream ter- races and outwash plains. Most areas are elox and range from 8 to 20 acres in size. Included with this soil in mapping are some where the subsoil is heavy loam or clay loam. A~ eluded are some areas of Antigo and Helder soils. of the included Halder soils are less poorly drainer is typical for that soil. Runoff is slow, and the hazard of erosion is ; Tillage is delayed -for relatively long periods bi this soil remains saturated' early in spring and heavy rain. This soil is moderately well suited to most ~ commonly grown crops, such as corn, oats, and a: brome hay. The main concerns of managemez maintaining tilth and soil structure and removin face water. Capability unit Its--1; woodland grou Burkhardt Series The Burkhardt series consists of nearly le' steep, somewhat excessively drained soils on s terraces, outwash plains, and areas of pitted ou plains. These soils formed in sandy loam sedime~ derlain by sand and gravel. Native vegetatioi mainly oak savanna or native prairie grasses. In a representative profile the surface layer is 12 inches thick. It is very dark brown, very dark ish brown, and dark yellowish brown sandy loan subsoil is about 8 inches thick. It is brown, f sandy loam in the upper part and brown, very f loamy sand in the lower part. The substratum; depth of about 60 inches, is brownish yellow san gravel. Available water capacity is low, and permea ranges from moderately rapid in the loamy upper to rapid in the underlying sand and gravel. N: fertility is low. The organic matter content of the face layer is tow or moderate. Most areas of these soils are in hay, pasture, or land. A few nearly IeveI and gently sloping soil used for corn, soybeans, and garden vegetables. V these soils are irrigated and fertilized, they are suited to potatoes and other special crops. Are Burkhardt soils are a good source of sand and g. Representative profile of Burkhardt sandy log to 12 percent slopes, eroded, in a cultivated fielc yards south of northwest corner of sec. 32, T. 31 18 W. Ap-0 to 8 inches ; very dark brown (10YR sandy loam; weak medium suban blocky structure parting to weak granular ; very friable ; many z medium acid ; abrupt smooth bound A12-8 to 10 inches ; very dark grayish b (lOYR 3/2) sandy loam ; weak me subangular blocky structure; very able ; many roots ; medium acid ; smooth boundary. A3-10 to 12 inches; dark yellowish brown (~ 3/4) sandy loam; weak medium angular blocky structure; very fri many roots ; strongly acid ; clear sn boundary. B2-12 to 16 inches; brown (7.5YR 4/4) s ST. CROIX COUNTY, WISCONSIN loam ;weak medium and coarse subangu- lar blocky structure; friable; strongly * acid; clear wavy boundary. B3-16 to 20 inches; brown (7.5YR 4/4) loamy sand ; weak very fine subangular blocky structure ; very friable, about 15 percent coarse fragments by volume; strongly acid; clear wavy boundary. IIC-20 to 60 inches; brownish yellow (1OYR 6/6) sand and gravel; about 25 percent coarse fragments by volume; loose; medium acid. The solum thickness and depth to sand and gravel range from 12 to 24 inches. The A horizon is dark reddish brown, very dark brown, or black. It is 6 to 20 inches thick. "'The B horizon is sandy loam or light loam. The C horizon is mostly sand and gravel that originated mainly from igneous or metamorphic rock. It is 20 to 45 percent coarse fragments. The B horizon is strongly acid or medium acid, and the C horizon is medium acid or slightly acid. Burkhardt soils are near Dakota and Sattre soils. They are not so deep to sand and gravel, and they con- tain more sand and less silt and clay than Sattre soils. Also, they are not so deep to sand and gravel, their A horizon is not so thick, and they contain less silt and clay than is typical for Dakota soils. BrB-Burkhardt sandy loam, 1 to 6 percent elopes. "'his soil is on outwash plains and stream terraces. Most xkas are elongated or irregular in shape and range l;.~m 10 to SO acres in size. This soil has a profile similar to the one described ~~`'representative of the series, but its surface layer is ~l~ker colored. r~ncluded with this soil in mapping are some areas in r~ainageways where the surface layer is loam or silt . Also included are small areas of steeper Emmert off is slow, and the hazard of erosion is slight. ~zard of soil blowing is moderate. > soiI is suited to soybeans, corn, grasses, and ~. Crop yields are generally limited by low avail- ater capacity. Where irrigated and fertilized this well suited to corn, potatoes, and other row Controlling erosion and soil blowing are impor- 'actors of good management. Capability unit ,woodland group 3d1. ~2-Burkhardt sandy loam, 6 to 12 percent ,eroded. This soil is on knolls of river terraces ~tted outwash areas. Most areas are oblong and from 5 to 30 acres in size. This soil has the described as representative of the series. tided with this soil in mapping are small areas of art sails and small areas in natural drainageways !the surface layer is loam or silt loam. `off is medium and the hazards of erosion and `wing are moderate. In most areas erosion and wing have caused tilth to deteriorate and have ~d the content of organic matter in the surface soil is poorly suited to row crops. It is suited to ,alfalfa, or pine tree plantations. Crop yields erally limited by low available water capacity. ling erosion and soil blowing and maintaining 19 organic matter content are important factors of good management. Capability unit IVe-3; woodland group 3d1. BxB---Burkhardt-Sattre complex, 2 to 6 percent slopes. The soils in this complex are on outwash plains and stream terraces. Most areas are irregular in shape and range from 10 to 60 acres in size. This complex is about 40 percent Burkhardt sandy loam, 35 percent Sattre loam and silt loam, and 25 percent other soils, mainly Pillot and Dakota soils. The Burkhardt soil is mainly on or near the crests of knolls and in the steeper, more eroded parts of the complex. The Sattre soils are on slightly concave, less eroded parts of knolls, drainageways, and depressions. Pillot and Dakota soils are in some drainageways, depres- sions, and concave areas. Included with these soils in mapping are a few areas where the loam or silt loam extends to a depth of 5 feet or more. Also included are small areas on the crests of knolls where the surface layer is sandy and gravelly and the soil is severely eroded ; and a few small areas where slopes are less than 2 percent or more than 6 percent. Runoff is slow, and the hazard of erosion is slight. Soil blowing is a moderate hazard on Burkhardt soils. Most areas of this complex are cultivated. These soils are suited to corn, oats, and alfalfa. In many areas crop yields are limited by low available water capacity. Con- trollingerosion and maintaining organic matter content are important factors of good management, Capability unit IIIe-3 ;woodland group 3d1. BxC2-Burkhardt-Sattre complex, 6 to 12 percent slopes, eroded. The soils in this complex are on pitted outwash plains and stream terraces. Most areas are irregular in shape and range from 10 to 200 acres in size. This complex is about 50 percent Burkhardt sandy loam and loam, 30 percent Sattre silt loam and loam, and 20 percent other soils, mainly Pillot and Dakota soils. The Burkhardt soils are mainly near the crests of knolls and on steeper, more eroded parts of this com- plex. The Sattre soils are mainly on concave, less eroded parts of the knolls, depressions, and drainageways. Pil- lot and Dakota soils are in some depressions and drain- ageways. 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 of the depressions and drainage- ways have a profile similar to the one described as representative 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 included are a few small, steep areas of Emmert loamy sand and a few small areas where slopes are less than 6 percent or more than 12 percent. Runoff is medium, and the hazard of erosion is moderate. Burkhardt soils are subject to soil blowing. Erosion and soil blowing have caused filth to deteri- orate and have reduced the organic matter content in the surface layer. This complex is suited mainly to grasses and alfalfa, but some corn and soybeans are also grown. In many ArcIMS Viewer Page 1 of 1 ~' ~, ~' cra ~ ~~ ~. ~ L4Jl t , ~ ~ ~ t n.~ ~~'~r~+'4 ~ FV ~7 rV , ~ ~ V~"' .~ tl rr4a~ 2f~f ,~^ ~ .p E~(V_E~ • TINES 3 ,~ LoT ?~ sae2 ~ ~ 1 }~-S }4 Am C2 938 +~ LOT 14 LOT 13 LoC xb '~~ NW 1 4 LOT ?5 2219 ,s• LOT ?3 842 41 94a 3317 ~ sh8 921 ~ ~ ~ B~2 ~,s1 L ?8 7 s a t2Y i .~~~~,~ - R .LOT ?4 ~ y ;;~-Y 92S ~ mn ~.~ TN HUD SQN ~~~ et <nas ~ 398A ~ a: C '~ ~r - 928A ~ LOT 25 ~9~i ~ t~ 934 ~ ~ . :~ xz~n v CSM 17-4542 341,n ~, 8~2 LOT..?6 82$B ,C 925 "•n~ ~y,y OL 2 Hu 5 4 s~ . I n 3194 BxC2 ~ 3139. ~ n,~~ ' ~~ SE 1 }4- SU+} 1 3 - E 114 •'° ~~gti z19a 244n-1a 16~9A3 ..~... s http://72.21.230.178/website/LRPortal/ARCIMSlMapFrame.asp?PIN= 3/6/2006 ,+ r ICharnbers Page 1 of 4 Cover Page Project Name: Todd Miller 600 GPD Conventional Owner's Name Todd Miller Owners Address 813 Dakota Ridge Hudson, WI. 54016 Legal Description ~iyw ~ %4, ~~ %. Sec 23 T 29 N, R 19 ~+ ~ Township Hudson County saint Croix I ' I Subdivision CSM V~4~ P4~~ S f ~' ~ Lot# .~t 2 ParcellD# 020-1161-90-050 Table of Contents 1~9• 1 Cover page 2 Calculations and Drawings 3 Management and Contingency Plan 4 Plot Map total # of pages: 4 Designer Name: Thomas Gustum License #: 227618 Date: 11 /10/2005 Ph. #: 715-658-1344 Signature: Design Methods Used "IN-GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD-70705~P (R6199) Calculations and Drawings Site Conditions Infiltration Elevations Site Type: Private ~ Cell #1 Cell #2 Cell #3 %Slope 17 % Contour Elev: 100.00 96.00 0.00 Ft # of Bedrooms 4 Infiltration Elev: 96.00 92.00 0.00 Ft Depth to limiting factor 120 in Limiting Factor Elev: 90.00 86.00 N/A Soil Application Rate: 0.7 gal/ft^2/day Treatment and Dispersal Zone: 6.00 6.00 N/A Effluent Quality Eff #1 ~ Cover Material Required: 0 0 N/A In Design Flow: 600 gal/day Finished Grade Over Cell: 100.00 96.00 N/A Max BOD 220 mg/I Max TSS 150 mg/I Distribution Cell Septic Tank ;hoose chamber type: Fz Flow 3 x io ceii ~ Septic Tank Manufacturer: Skaw # of Cells Septic Volume Chosen: 1250 Laying Length: 10.00 Ft Effluent Filter Selected: Biotube FTS0854-36 EISA Determined Area: 50.0 Ft2 Note: Access opening of sufficient size to be provided to allow removal of fitter. Opening Open Bottom Area: 35.30 Ft2 to terminate at or above grade. Chamber Height: 12 Inches Required Infiltrative Area: 857.1 Ft2 Actual Infiltration Area 900 Ft2 Total # of Chambers: 18 Total Cell Length: 180.0 Ft Cross Section of Septic Tank Cross Section of Cell dent in m~hde corer Plan View of Typical Cell / J ~i J - ~ _ U J -- __~: _ __-_---- V ~ ~ ~ V ~ ^-- ~ ~ 1tl" ruin 3"Beddrg Under Tank Page 3 of 4 In-Ground System Management Plan pursuant to comm 83.54 W. A. C. Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical/biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & Leaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied by sludge/scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Absorbtion Cell The absorbtion component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems/failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the cemponent and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank or other components therein (including floats, alarms, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by removing the Dogged bacterial mat, aggregate/leaching chamber cell, and distribution piping within the cell and replacing failing components in order to return system to proper working order as required. If repair is not feasible, a new system is to be constructed in a designated replacement area ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM ~OwnerBuyer ~~,~„~ ~ /~P/- Mailing Address ~/~ Qu~~-~-, ~ ~ ~,~,/~ D n ~.~~:~ ~'yo / ~ Property Address ~ ~ ~ ~.7~ (Verification required from Planning & Zoning Department for new construction.) City/State X~clalc~~- (,ti/',' Parcel Identification Number ~0 //S~/a0 OS O ~a~f a~ ao l/ 6/ 9 o ao 0 LEGAL DESCRIPTION Property Location ~f VIA 1/4 , S~ '/4 ,Sec. 0~3 , T o2~ N R ~ ~ W, Town of ~ ~,r.~Q son 5iN S~ Subdivision ,Lot # Certified Survey Map # ~ ~ S ~ a p ,Volume r' ,Page # !,r ~/ Warranty Deed # 7sa o y 2 ,Volume a ~9 3 _, Page # ~, y D Spec house ye no Lot lines identifiable es no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 Planning & Zoning Deparhnent 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 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 described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms _~ ~,f~ // l// l os` SIGNATURE OF APPLICANT(S) DATE ***Any information 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. 08/05) ~°i U 2 'i 9 3 P 6 'i Q DOCUMENT NO. STATE BAR OF WISCONSIN FORM 1-1982 ' WARRANTY DEED THIS DEED made between James B. Iverson Jr. and Susan R. Iverson, Hnsbaad and Wile ("Grantor") and Todd J. Miller and Sarah B. Miller ("Grantee"), WITNESSETH, that the said Grantor, for valuable consideration conveys to Grantee the following described teal estate in ST. CROIX County, State of Wisconsin: -7~s2042 l{ATHLEfiIi H. 1iALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 01/19/2004 08:00AM MARRAtITY DEED EIEMPT • REC FEE: 13.00 TRANS FEE: 300.00 COPY FEE: CC FEE: PAGES: 2 Todd J. & Sarah B. Miller 813 Dakota Ridge Hudson, WI 54016 Tax 1'areal No: lt0.~ of 20.1154-20.050. osR of 20. 1161-90-000 Outlot 2, Volume 17 of Certified Survey Maps, Page 4542. Being part of NW 1/4 of the SE 1/4, and the SW 1/4 sod the SE i/4 of Section 23, Township 29 North, Range 19 West, Towo of Hodson, St. Croiz County, Wisconsin. "This Warranty Deed is given in Satisfaction of Land ContrsM dated September 26, 2003 This is not homestead property. (isx~ not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And James B. Iverson Jr. and Susan li{. Iverson warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except Easements, encombraaces, and encroachments of record. and will warrant~a^nd defend the same. Dated this ~~ ` ,day of January .2004. _ (SEAL) s • AUTHENTICATION (SEAT-) Signature(s) authenticated this day of .2004 * TITLE: MEMBER STATE BAR OF WISCONSIN (Tf not, authorized by § 706.06, Wis. StatsJ THIS INSTRUMENT WAS DRAFTED BY Rick L. Peader¢ast (SEAL) *J mes ive n r ~-~'/~ (SEAL) * n n Ive n d 71-x. ~ ,.uc l/ ACKNOWLEDGMENT„~Y~ STATE OF WISCONSIN ~ ~f.'~ ss. ST. CROIX County Attorney-At Law (Signatures may be authenticated or acknowledged. Both are not necessary.) Personally came before me this ~ day 2004 rite above named James B. Iverson Jr. la~ Susan I{. Iverson to me known to be the persons who executed the foregoing instrument and a~cnowledge the same. * v Notary Public County ••-.,.~ My Commission rs permanent. (If not, state a 'oit date:-^ '°*~, 't = •Names of persons signing in any capacity should be typed or printed below their signatures. - _ GRANGER- = T WARRANTY DEED File # 0o354~ae~ :,. DANIEL _'V ~~. sea tn•~c'. r-enn sooosw~ Rw. otnares "~, f` .. ;.~sV~'d~ • •,p• :~~ Dec. 1. 2005 8:19AM O z D~ O z ~; ;~~ UBC MENOMONIE WI No.~314 m a r i~ ~~ VOL 20 PAGfi 57 68 KATALE~ H. REGISTER OF DfifiDS ST. CROIX C4., kI RfiGfiIVfiD FOR RECORD 03/06/Z006~ 04:15Pt1 ~ ~ ~N Z z~ \ o z THE NORTH-SOUTH 1/4 UNE OF SECTION 23 °s y ~'~\'~ a, ~ BEARS N0006'31"W AS REFERENCED TO THE/ ~ I ~;~ \~\~ ~+ c ST. CROIX COUNTY C40RDINATE SYSTEM / O \ °•°'a \d\~ "' N00'06'31 "W 5258.08' / ~~ ~ ~ w ~ ~~ ~~ \~'C~ N °~ ~4 ~ E OUTH~ /~~ % N00a06 31 "W a ~~ ~ ~ a N Y I 1024.$8' / ~ W ~ ~ / ~ / \~ Nn I / ~. N~ W~ / ~ ~ N I ENO ,~ OiO I ,pti~ ND ~ $-P ~oin ~ ~~~ ~~ ~N m ~ . -y- ~ ~ IN~a ~ 1 O / .. ~ I ~ N ~ ~ Q' (~ '~1 I*1 4t W ~ (Nj `C c N ~~z cn p ~ ~ ~~~ ~ ~ ~ ----- g ~'~ r ~ o ~ ~ --~ ~ N ~~ O / N~~: ~ I / ~ O / ~N ~~ ~C ~ / ~ ~ ~ r `~ ~ ~~ ~ ~o i ~ ~~ ~a ~w ~ ( ~ ~ (! ~z~l '7 M°$L 7~~rS ti~ 6 0 \\ GERTIFIED SURVBY 1)AP RfiG Ffifi: 13. ~ COPX Ffifi: 3.00 PAGfiS: 2 3948.55 ~, z _ ~. 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