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HomeMy WebLinkAbout020-1478-13-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St, Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 538773 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal infZimation you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No. Oevering Homes LLC, c/o Kenneth J. Oeverin I Hudson, Town of 020 - 1478 - 13 -000 CST BM Elev: Insp. BM Elev: BM Description: Section /Town /RangelMap No c��, s.j .6 M -.6T- 13.29.19.3012 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER n CAPACITY STATION BS HI FS ELEV. Septic T, Z 1666 Benchmark J V Llosirag F'1 3 Alt. BM /. 3 Z �e- ; l /� � Cow Aeration Bldg. Sewer 7 r Holding St/Ht Inlet 7 0 TANK SETBACK INFORMATION St/Ht Outlet 5 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Nj, 1 Septic / Dt Bottom Dosing Header /Man. / '-l7 2 Aeration Dist. Pipe Holding Bot. System g• O (o• Final Grade PUMP /SIPHON INFORMATION 3 Manufacturer Demand St Cover t 1 / 1. 3 5 4 9 GPM tee... C.. �Z' Model Number TDH Lift Friction Loss S ead TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION YS EM BEDITRENCH Width I Length �&✓ o. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �— 3 Z ite„�. e SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer l INFORMATION CHAMBER ON ='S' - I t#- 4 ` Type Of System: ' � � /V , 1A— UNIT Mode�um�r 6 V DISTRIBUTION SYSTEM Header/Manifold 'I Distribution x Hole Size x Hole Spacing Vent to Air Ir ake°, — l Length ✓• • ` � Dia Pipe(s) � �� C ✓� 5 J Length Dia Spacin SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only — Depth Over Depth Over xx Depth of xx Seeded /Sodded xx fv'wlctx d Bed/Trench Center ti s [ '7 Bed/Trench Edges � Topsoil Yes [ No Yes N COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection Location: 872 Hillside Trail Hudson, WI 54016 (NE 1/4 SE 1/4 13 T29N R1 9W) Alexander Meadows 1 st Addition Lot 26 Parcel No: 13.29.19.3012 1.) Alt BM Description 2.) Bldg sewer length = �� - amount of cover = / Qo Plan revision Required? ® Yes No / 17- I 1 j �J��5 Use other side for additional informati n. 10 L _ - - - -- -- - Date Insepct 's Sign ure Geri No SBD -6710 (R.3/97) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St, Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 538773 0 (ATTACH TO PERMIT) State Plan ID No: GENERAL INFORMATION Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. parcel Tax No 020 - 1478 -13 -000 Permit Holder's Name: City Village X Township Oeverin Homes LLC, c/o Kenneth J. Oeverin Hudson, Town of Ins BM Elev: BM Description: Section/Town /Range /Map No CST BM Elev: p 13.29.19.3012 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Benchmark Septic Dosing Alt. BM Aeration Bldg. Sewer St/Ht Inlet Holding St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Header /Man. Dosing Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft EEE Forcemain Length Dia. Dist. to well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Da. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM CHAMBER OR Manufacturer: INFORMATION Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Vent to Air Intake Header /Manifold � Distribution x Hole Size x Hole Spacing (s) Length Dia gth Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only xx Mulched Bed/Trench Center Bed/Trench Edges De th Over xx Depth of xx SeededlSodded Depth Over p Topsoil Yes ]No P � Yes � No i_] COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 872 Hillside Trail Hudson, WI 54016 (NE 1/4 SE 1/4 13 T29N R19W) Alexander Meadows 1 st Addition Lot 26 Parcel No: 13.29.19.3012 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? Fu� Yes ❑ No — Use other side for additional information. Cert LLL.��� --- Insepctors Signature No. Date SBD -6710 (R.3/97) Colin nAVC.,P. .1300162 Y 2 20111 W. am, WI 53707-7162 S ry p Number (to W I illed in by IX) ion of thili form to the appropr governmentel (if different tftl, In 8;: .,, i Ad Code, submissi - P0 are P _, dance , V ill, a . Comm, 93.21(2), Wl it. Note!: Application forms for state un j requ irui prior to obtaifting a sanitary Porm formation you p m ay be used f ndary sub to tic D of Comolme. p in 44 'F 7 2: 9 1 / 6 Plegn print All INIOTIM11100 P property Location Govt. Lot secti on zip phone Code 3tate 090-1 hat SPP Subdivision am ok Bloc city Of I viiiielcom Tlercisd - Describe Use ."age, - Describe Use_- L4,V �Ine A. ComPlete 11106 8��Ii b ej i�o if OPP eek Trestmen t/H o lding Tank R Only oth Modification to ftilid 1 9 Syst 1 c p lain) system RePlAcement System ------- al id. - Dite I IF in ne A. in "Ygtom W S3 Change o f Plumber Permit pernit Renewa Permit Revision Owner ore 'yye of K Mound < �2in - i l fimig�h 101 Pressuri in-Ground UM-Grade Mm`d?� 24 i o t su liable soil #�o._p in round P Dovice (explain)-_- 0 0111- ut Am 11111 Orm - bi - apiarsai Area Dispersal at 11119peirsall tQ �Wiircd/V Design Soil Applicafion V11. Tank InID u her M (Street, C;ityl9tRIC. de tp qlkk Signature V1111. Can i ar Bat long - permit Fee Date Upued O JI61 CA-) as per management plan provided by plumber, Maintained ,1111)-63 98 (R. 01/07) Valid thni 01/09 d_ 4w,f c4lgi4i Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 5/25/11 Owner: Oevering Homes LLC Location: NE1 /4 SE1 /4 S13 T29 N,R19W Lot 26 Alexander Meadows 1st. Add Hudson System type: In- ground absorbtion system(conventional) Manuals Used: In- ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4 -5. Maintanance and Contingency Plan 6. Filter Specifications S Signature License number # 6900 PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous AVe Suite A New Richmond Wi 54017 NE 1/4 SE 1 /4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX 5/25/11 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 IL BENCHMARK V.R.P. Top of 3/4" pvc Pipe ASSUME ELEVATION 100 Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 100./99.7'6' below qr ade 120' 14 1b -d lip 28' 26' 2' S° 215' Additional borings 15' B.M.* B_1 117' 40' may be done to raise 80' system elevation B -3 closer to grade cells with Vents 2 -3' X 66' >3' spacing B-4 3 0' ST B -2 20' Pro 3 bedroom house Vent 1 pl� 301' Property Line A2" Quick4 Standard Leaching Chamber with 20.0 ft2 of Area 5.8ft ^2 /pair of end caps Grade at System Elevation 34 71 Well is to meet all Plans Designed Using t; setbacks required by Conventional Powts WDNR Manual Version 2.0 PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous AVe Suite A New Richmond Wi 54017 NE 1/4 SE 1 /4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/25/11 BEDROOM 3 CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 IL BENCHMARK V.R.P. Top of 3/4" pvc Pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H, R. P. Same as Benchmark SYSTEM ELEVATION 100./99.7'6' below qrade 120' 28 26' 2' S' A 215' Additional borings 15' B.M.* may be done to raise 80' B -1 117' 40' system elevation B -3 closer to grade Vents 2 -3' X 66' cells with >3' spacing B -4 3 0' ST B-2 20' Pro 3 bedroom house Lent Pik 301' Property Line >6 „ uick4 Standard of Cover eaching Chamber ith 20.0 ft2 of Area 8ft ^2 /pair of end caps 4' Lon 34- Grade at System Elevation Well is to meet all Plans Designed Using setbacks required by Conventional Powts WDNR Manual Version 2.0 Cross Section of Quick 4 Standard -W Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard -W Leaching Chamber with 20.0 ft2 of Area per Chamber 5.8ft ^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 106.5' Vent A91 Grade Vent 4 4 4' X30/34 Septic Tank 4' Long 119 5' r'Long 119 Grade at System Elevation 34 Grade at System Elevation 34" Spacing 5' 2 -3' X 66' Cells Observation tubeNent Same on other end Located at ends of Cell A B 16 chambers per cell System elevations: A_100.5 B 99.7 Maintenance and Contingency Plan for a Septic System Maintenance Plan 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, cells are to be inspected via the inspections pipes at the end:; of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the sy:ftem. 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 ntl e y Plan C Option #1. 1 system fails, determine cause of failure, use alternate area and install new stem i ested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing bioniat, 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 0 - La < Ops Cl o W o o C:) z rk° (n U- co tL � T_ 19 ti I LL a� �o II r N r a _ L l cn a _ CZ io.w of or fr TTr IPT rw.cr r- c.r.vt A:o.ra aw oo gr c 0000a at c I11rI'IlII III' Ifl1l C3 167.00 38'07'24' N68'35'56 "E 109.08 111.12 N87'39'38 0 E N49'32'1 4 "E C4 233.00 121'58'30" S69'28'31 "E 407.52 496.03 N49'32'1 4 "E S08'29'16 0 E 8 5 C 2 25 233.00 49'09'00" N74'06'44 "E 193.80 199.88 N49'32'1 4 "E S81'18'46 "E 26 233.00 30'55'57" S65'50'47.5 124.27 125.79 S8118'46 "E S50'22'49 0 E 27 233.00 39'57'45" S30'23'56.5 "E 159.24 162.51 55022'49 "E S10'25'04 "E 28 233.00 01'55'48" S09'27'10 "E 7.85 7.85 S10'25'04 "E S08'29'1 6 KATHLEEN F C5 233.00 30'07'23' S06 3425.5 "W 121.09 122.50 S08 29'16 "E S2138'07 "W RECISTER C6 167.00 21'43'29' S78'54'1 0.5 "E 62.94 63.32 568'02'26 "E S89'4555 "E LIT CROIX C7 233.00 21'43'29' N7854'10.5 "W 87.82 88.35 N89 45'55 "W N68'02'26 "W RECEIVED F( C8 233.00 06'33'56" S41'21'34 "W 26.68 26.70 S38'04'36 "W S44 *38'32 0 W 07/25/2007 C9 60.00 3432'38" S2722'1 3 "W 35.63 36.17 S4438'32 "W S10'05'54 "W COUNT" C10 70.00 265'14'16" N37'16'58 "W 103.02 324.05 S10'05'54 "W S84'39'50 0 E VOL: 11 29 70.00 40*07'19" S30'09'33.5'W 48.02 49.02 S10'05'54 0 W S50'13'13'W FACES; 30 70.00 402536" S7026'01 'W 48.37 49.39 S50`1 3'13 "W N8921'11 "W 31 70.00 36'44'40" N70'58'51'W 44.13 44.89 N8921'11 "W N52'36'31'W 32 70.00 67'49'26" N18'41'48'W 78.11 82.86 N52'36'31 "W N15'12'55 "E RECISTER C 33 70.00 80*07'15' N55'16'32.5 "E 90.10 97.89 N15'12'55 0 E S8439'50'E C11 60.00 65'14'28" N6242'56 "E 64.69 68.32 S8439'50 0 E N30'05 0 E C12 167.00 3834'58' N10'48'13 0 E 110.34 112.46 N30 N0829'16'W C13 167.00 121'58'30' N6928'31'W 292.09 355.52 N0829'1 B S49'32'1 4 "W C14 233.00 38'07'24" S6835'56 0 W 152.19 155.03 S4932'14 "W S87 39'38 "W C15 38.00 87'18'06' S38'17 52.46 57.90 S81'57'00'W S0521'06 "E C16 607.00 32'47'37" S30'44'24.5 342.70 347.42 S1420'36 S47*08'13'E EAST 1, CORNER SECTIOP BENCH MARK: TOP 413.58 V1 l 1333.52 ' OF 1' IRON PIPE, ELEVATION 957.6 �\ HWE_ 950.0 10, ryy6 DRAINAGE LBO- 954. 10 EASEMENT TABLE "V" DIRECTION DIST. t DRAINAGE Vl 589:3724"W 268.46' LOT 26 ,��� EASEMENT "V" V2 S272527 E 194.47' V3 S272527 "E 165.50' / V4 N59 4447 "E 117.61 ' / ,y'� ` HWE =950.0 o V5 N0074'05'E 238.41' Pao / / ak9 �` LBO =954.0 CA 00 V6 S4951'44 "W 233.87' /�PG \ 1ti/ 5� z / LOT 27 ,•� c 4 V !R C1 m� t rrl e �• � ,� •�\ \\ � 33. 51 I I � �j BENCH MARK: TOP ` OF 1" IRON PIPE, I �, ELEVATION 954.5 I D I .50' I � t ` � ` 50 ' $ to- LOT 33\ I $a, ` i ► LOT 28 c I D CA'CC1/L'A/T T/1 nA/O ST. CROIX COUNTY SWnC TANK MAWENANCE AGREEMENT AND OWNNERSH W CBRImCATI FORM ownelr,Buya Lle< =?Q r i �- . Mailing Addy ass Prope><tyAWm_ 8 d (Ymiam.� 9bnn PLaoming � 7,o�ag Dot �' �► �) ��► p9el Idan ifiotdon N umbw T ,,� r ' S,,6. , T 2 ` N R 'IW, Tawa of Propen;ty LO( 7 9don _N — V4 9 1 ��4 ^ ��{{. ��jj Lot # S VOl=a Page # --- Certidtlod Sx t rVW MAP # - Warrauuty I lead # 3 6 (2 cl / , Volum Spec home no Lot Haas ideneftble (JQI�l no 12131111111 ploper ?� AM QMMM mealt in its p contd reen ik" i to imp i pet me and mmfuMM a of P= �� oar soaaoss, ifnwded„ by a %=@ed t 9°11 Pat imCo maitdlmsnoe o 1 ans �ame..0 out *6 septa tmtc ovw dxm yo waste system. $ta g)lft m am 6 dowt the f bnud m of ft septic tak as a ftdmmat MP is reeyocaatk In* Veci!lled is #Comm g3.52(I) end in Qagteo:' 12 - St. Cox COW 99 ntwy Omdimn e ' The I gty ovMW agrees to sabn000t to St Crom Qmkty Plaaamg dt Zouft Depumment a own ftrM dgwd by the owner and by I L maeW pbmarbe1114 Pte'► reflood P oor a iicaoaesd ptmq ( an-d� a tarok is wasoe rWabet di I poed Syeb m is tm peopeor opmft cmdtdm sad/ot (2) alter inspection end pw7°8 (ifneoessaiy), the sspn less than 15 f: R Of alud$e� Uwe, tba emdaarairma bane and tba above requhmnmb endow tttet pa ivaae senrage ` w the stmad,wds m* i slift hea;adn as a* by 60 DaPSrtmm►t Of Cammsme and 6a DeperUnmt of Ns=d Rommoey 900 of Wiroom� Ccrtilzcadow .mdog that yomr septic system hat beam maftsined r , a be o=Vi bed and s+eM mad eD lira St CWt COWRY Pleat do Zonb: g D" lament wi@sbn 30 days of & tlaee year e*ntiom date. Vwe m i f� tbot all .on alai: fm= an tcne to the beat ofmy /ow knowledsL 3" sm/a[a tba owww(e) of tits prop itty deaa abed above, by vhtm of a wmm y deed reom&d is Re&i w ofDeeds OMI Number of boboomr GNA OF CANTS) DATE •• * ay i aat3 nm that is maissePraaemeaea may result is d* seaaitwy peorn* being revokM by the & -Mee 'jnGWde with 1 Ws applimtiom a vmwded waisaaty deed it the Ragisw Of Deana Of6m and a copy of die catlRed survey mwP if �e re&nmae is m ads In the wattemdp deed. p l�•To 09/0m I l l l l l l l l l l l l l (I 1 1 1 ! 1 1 1 II IIII 8 0Tx ? 9 4020 STATE BAR OF WISCONSIN FORM 1 - 2000 WARRANTY DEED 936621 Document Number BETH PABST THIS DEED, made between The RiverBank, a Minnesota banking REGISTER OF DEEDS corporation, Grantor, andOever(ng Homes, LLC, a Wisconsin limited ST. C ROIX CO., WI liability company. Grantee. Grantor, for at valuable consideration, conveys to Grantee the following 05/24/2011 2:15 PM described real estate in St. Croix County, State of Wisconsin (the EXEMPT #: N/A REC FEE: 30.00 TRANS FEE: 90.00 �,ot 26_Plat of Alexander Meadows First Addition in the Town of PAGES' 1 u son, St. Croix County, Wisconsin. Recording Area Name and Retum Address: St. Cron County Abstract &'title Cu., Inc. 219 S. Knowles Ave I 14ew Richmond. W( 54017 SFAR258 Together with all appurtenant rights, title and interests. 020 - 1478 -13 -000 Parcel Identifick ionNumbr(PIN) This is not homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements, covenants, and conditions of record. Dated this �ia of May, 2011. The verBank, a Minnesota b eing corporation s • y: Jeanine Sandberg, Chief Financial Wker AUTHENTICATION ACK NOW LEDG M ENT SignatureW STATE OF WISCONSIN ) COUNTY POLK ) ss. authenticated this Personally came before me this /9 day of May, 2011 the above named The RiverBaok, a Minnesota banking corporation, by Jeanine Sandberg, Chief Financial Officer TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not insiru t and acknpw�ledged the Same. authorized by § 706.06, W is. Stats.) THIS INSTRUMENT WAS DRAFTED BY Notary � Public, State of Wisconsin t+ t Robert L. Lobar My commission is pe nt. (If not, state expiration date: J, 46 S , Loberg Law Ot£ce al • . O5ft' (Signatures may be authenticated or acknowledged. Bath we rM ry.) • • ^ T w �' T •Names of persons signing to my capacity man be typed or printed below their signature t WARRANTY DEED STATE BAR OF W ISCONSIN FORM No. 1 -141011 (j!� • A, ' y 9lF O I c GG WIS �. f ��ftunnntt� t ` 1 of 1 ,: � �" a � � �� � - -- � �. �� * w 1 o � ! � i � © -' � M - t N I yyy i J `.._� 1 • , 1 1 1 I r I �1 ' PMM I S - GF " i Now r Ld ■ g sir sir ^ r M ai r w 1 d r 1 l At V isconsin EVALUATION REPORT #2026 Department of Commerce IP ordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings ter,,... County Steel's Soil Service Attach complete site plan on paper o ess than 8Y2 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel LD' Please print all information. Revie d By Date Personal information you provide may be used for se Law, s. 15.04 (1) (m)). /Z 119 v Property Owner V Property Location I Jr LaCasse Development, Inc. Govt. Lot na NE1/ , SE1 /4, S13, T29N, R19W Property Owner's Mailing Address DE C 19 Lot #26 Block # Subd. Name or CSM# 573 Cty Rd "A" 141, na Alexander Meadows First Addition City State ip Cow C G IUM r City J Village ❑ Town Nearest Road Hudson WI I 54016 Hudson Alexander Rd. J New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe na Parent material Stream terraces and pitted outwash plains Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 100.03ft. Trenches spaced and depth to code 5.75ft elow grade and recommendations: or to be adjusted to sand depth at the im- e of installation. F-11 Boring # El Z Ground surface elev. 101.65 ft. Depth to limiting factor 110 in. JSoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -22 10yr3 /2 none I 2msbk mfr Cs if .6 .8 2 22 -48 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 48 -110 7.5yr4/4 none ms osg ml na na .7 1.6 "1 ❑ Boring # ❑ ❑ Ground surface elev. 101.65 ft. Depth to limiting factor 110 in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff #1 *Eff#2 1 0 -9 10yr3/2 none sil 2msbk mfr Cs if .6 .8 2 9 -40 10yr4 /4 none sicl 2msbk mfr cs na .4 .6 3 40 -110 7.5yr4/4 none grcos osg ml na na .7 1.6 ,l D * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Prin S n CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 11/21/2006 715 - 760 -0347 SBD -8330 (R.07 /00) Z Pfoperty Owner LaCasSe Development, Inc. Parcel ID # Pending Page 2 of 3 s F�] Boring # ❑ Ground surface elev. 98.55 ft. Depth to limiting factor 110 in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -24 10yr3/2 none sil 2msbk mfr cs if .6 .8 2 24 -60 10yr4 /4 none sic[ 2msbk mfr gw na .4 .6 3 60 -110 7.5yr4/4 none grcos osg mvfr na na .7 1.6 FZI Boring # ❑ Ground surface elev. 106.05 ft. Depth to limiting factor 110 in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3 /2 none sil 2msbk mfr cs lvf .6 .8 2 9 -28 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 28 -110 7.5yr4/6 none grcos osg mvfr na na .7 1.6 ,f 05 F-1 Boring # ❑ Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 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) Steel's Soil Service r STEEL'S SOIL SERVICE 3 of 3 David J. Steel LaCasse Development, Inc. 994 200" St. CST - POWTSM NE1 /4,SE1 /4,S13,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. ty Direct 715- 760 -0347 Alexander Meadows First Addition, Lot 4 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" =40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.55 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1= 101.65 ft 2 = 101.65 ft \' 98.55 ft tS /o e f- J) ���j,J�j c� VL '