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HomeMy WebLinkAbout020-1450-14-025 Wisconsin Department of Commerce County: PRIVATE SEWAGE SYSTEM St. Croix Safety 4nd Building Division r . INSPECTION REPORT Sanitary Permit No: 552314 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: city Village X Township Parcel Tax No: Oeverin Homes LLC, aka Oeverin Pro ertie Hudson, Town of 020-1450-14-025 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 9 , 6(,Pl ( C.S-F 22.29.19.2884A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic J y,~ Z I/~ Benchmark l 2-7- M• ~v A B 4%4- 0119 e*A)04- Aeration Bldg. Sewer 5 q ` 4 7 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet 7- t5 ~v I TANK TO J/f WELL BLDG. Vent to Air Intake ROAD Dt Inlet \ Septic Dt Bottom 7 5a Gy 3 \ Dosing Header/Man. Cj~ r Aeration Dist. Pipe )Ub :51 6 • 2 to Bot. System • { 11171S1 Holding 9- 3 F1 7 C1,31 PUMP/SIPHON INFORMATION Final Grade 3 ' b ~O Manufacturer Demand St Cover GPM C; 9~ + 71 , Model Number 8 -4I 3.6 75.41 TDH Lift Friction Loss Syste d TDH Ft 13,5 3,1 55. ZI Forcemain I 1 Length Dia. Dist. to well r- P I . 7W 00001 `t'7.7 SOIL ABSORPTION SYSTEM D - 75 BED/TRENCH Width / Length No. Of Trenches ' _ A PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (Pq 3 !f le ~ % SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION /QfSystem: I d CHAMBER OR 116, ~ Type o.~JC'j, Or C. 66 O ~ Mo©~J umCIbpr: L ~ e..~eY DISTRIBUTION SYSTEM A-, l ( +46 =3Z. Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air ntake 1-ength Dia Length ` Dia \ Spacing \ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of %,___~xx Seeded/Sodded xx Mulched Bedlrrench Center G. Z. / Bed/Trench Edges j Topsoil I ❑ No es ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 619 Robert's Lane H son, WI 54016 (NE 1/4 SE 1/4 22 T29pleflc-caoe,4 19W) Hudson Estates Lot 19 Parcel No: 22.29.19.2884A 1.) Alt BM Description = ~•f 64dZA' cXex~- A.& r► eeJ u 2.) Bldg sewer length = 37 V - amount of cover 1 Vim, Plan revision Required? ❑ Yes ENO 4 Use other side for additional information). l~ SBD-6710 (R.3/97) Date Insepct s Signatur Cert. No. XEIVED ~p' zolz A IF]) ~r p NNI Z0~l1N OFFICE Safety and Buildings Division County i Washington Ave., P.O. Box 7162 Q~ A Madison, WI 53707-7162 Sanitmy Pamir ]camber (to ba ffUod un by Co.) ~7c p 15! . Sanitary Permit Application State Trarleaction Number In accordance with a. Comm. 8321(2), Wis. Adm. Code, submission of this form to the appropriate governmental F1 unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address (if di than mailing address) C submitted to the Departatent of Commerce. Personal information you provide may be used for secondary purpqm in accordance with the Privacy Law, s. I5. 1 m Stats. I ll r . e~ /kn,~c Ln Information - Please Print All labrmaden L)e!` Property Owner's Nance Parcel # kL-cl -0- N-D 013 Property Ownor•s Meiling Address Location Z1? jj ' C-e f t r J7 City, state zip Code Phone Number s V, I& '/ti Section 7 ` r' C i Tto 0m9-n II. pe of Building (check ail that ap y T ~N; R E o w/J 3 Lot r 2 Family Dwelling - Number of Bedroo Subdtwd ame CL4 PL Bloc ❑ Public/Commercial - Describe Use ( C-',- ❑ City of ❑ State Owned - Describe Use / CSM Num12~176,o ber 1 / ❑ Village of Z Town of III, Type of Permit: (Check o one box on Hue A. Complete An* B if applicabW A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner -C-I ( cL IV a of POWTS 3 stemiCom onent/Device: Check all that apply) C. ` 14 422 Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Hording Tank Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis Tres t Area Infornutdo : t'. Design Flow (gpd) Design Soil appli Rate(gpdst) Die"" Area Req M Di (st) System E vision 1~ I i6q J VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks Existing Tanks _ r . Sepflc or Holding Tank _ Lam Dosing Chamber VIL Res asiibiHty StateMut I, the enders assn oYbWty for installation of fire POWTS shown on tits attec4ad na. Plum r' Name (Print) Plumber' MPIMPRS Number Business Phone Number 2 70 ~~6f s /21 Y~S- Plumber's Address (Street, City, State, Zip Code) 14Y 3 Z 2-o`fec, 54-. ~ 9~~LQ Sj40 t use Only _ VIII. coon /De en I Approved 13 "WW ed Permit Fee Date I trod Issuing Si / r -3$ / 2- ❑ von or Denial 7- D. Conditon pilsoils for lM approval 1:aeptic tank, efttutrnt filter and .dispersgl cell must all be services I maintained as per management plan provided by plumber. 2. A0 saibaek re4uvements must be rnaintamed Attach to aaaplets plans r the system and subuU to the County only ea paper cot lass than a in x 11 Iacbes In du SBD-6398 (R. 01/07) Valid thm 01/09 PL T PLAN PROJECT Oeverina Homes LLC DRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SE 1/4S 22 /T 29 / 19 OWN Hudson COUNTY ST. CROIX 3/5/12 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROUND R SURE CONVENTIONAL LIFT HOLDING TANK 000 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND. SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Top of 2" pvc pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL * H.R.P. Same as Benchmark SYSTEM ELEVATION 95.0/94.6' 4' below grade Roberts Lane Well is to meet all setbacks required by WDNR Pro 3 30' Bedroom Plans Designed Using House Conventional Powts Manual Version 2.0 312' ST 75' B-1 168' 3' 6% Slope 190' 01.0 2-3' X 66' Cells B-3 with >3' spacing 157'Oil` Vents B-2 0' 198' Vent A1t.B.M. 2 >6„ Quick4 Standard B.M.* with 20.0 ft2 of Area 10.2ft^2/pair of end caps 64' P.L. 4' Long 12" 34" Grade at System Elevation N Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: Owner:Oevering Homes LLC Location: NE1/4 SE1/4 S22 T29 N,R19W Lot 19 Hudson Estates 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 Specificatio s heet del Signature "x' Licens ur ber #226900 PL PLAN PROJECT Oeverina Homes LLC DRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SE 1/4S 22 /T 29 / 19 OWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 3/5/12 BEDROOM 3 CONVENTIONAL XXX IN-GROUND R SURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Top of 2" pvc pipe ASSUME ELEVATION 100° Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 95.0/94.6' 4' below qrade Roberts Lane Well is to meet all setbacks required by WDNR Pro 3 Bedroom 30' House Plans Designed Using Conventional Powts 312' ST 75, Manual Version 2.0 B-1 168' 6% Slope 190' 2-3' X 66' Cells B-3 with >3' spacing 157' Vents B-2 0' 198' Vent A1t.B.M. 2' >611 Quick4 Standard B.M.* oil with 20.0 fU of Area 10.2ft^2/pair of end caps 64' P. L. 4' Long 12" 34" Grade at System Elevation Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 10.2ft^2 pair of end plates To be >1' above grade Finish grade elevation Vent Typical Installation ~ 99,0° Grade Vent 3' 4" 3' X30/34 Septic Tank 5' Long 5' S' Long 1 " Grade at System Elevation 3699 Grade at System Elevation Spacing 5' 2-3' X 66' Cells Same on other end Observation tubeNent At end of cell A 16 chambers per cell B System elevations: AA95.0 B_94.6 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 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-Disch rge into system is not exceed those required as per Comm. 83 onting n y Plan Option #1. 1 system fails, determine cause of failure, use alternate area and install new s ested 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 CLLJ.~ (_II-I- i J co_ o c~ c~ va U- u..- u rn _ J CA u.. CO 4•~0 R I_ i- o 1p ni 'E) 1 10 1 6 VOL 19 PAGE 4960 KAMErg N. M REGISTER OF DEEDS ST. CROI C WI RECEIVEDxFOOR"fiECORD 03/31 CERTIFIED SURVEY MAP CERTIFIED/2005 SURVEY MR M?1 CERTIFAP LOCATED IN PART OF THE SE1/4 OF THE SW1/4, THE NE1/4 OF THE SW1/4, REG FEE: 13. 00 COPY FEE: AGES: 2 3.00 THE NW1/4 OF THE SWIM AND THE SW1/4 OF THE SWI/4 OF SECTION 22, P T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. ALSO BEING LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES. o SURVEYOR: PREPARED FOR: w Z m DOUGLAS J. ZAHLER MIKE GERMAIN z S & N LAND SURVEYING, INC. GRAND PROPERTIES LLC U J w 2920 ENLOE STREET 712 RIVARD STREET NORTH 1/4 COR. CC - W M HUDSON, WI 54016 SOMERSET, WI. SEC. 22 cc in 1~ ¢~a y = N U.] Each Parcel shown on this map is subject to State, z O Z o County and Township laws, rules and regulations (i.e., Z w U wetlands, minimum lot size, access to parcel, etc.) m u Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Hudson for advice. J, OF w/S C Zaa' QA Oy I C~ LOT 15 { y DOUGLAS J. i ~s ZAHLER y / t w6~ / i \ * S-2143 / "0 : It's_ HUDSON LQT 13 / ihSfM nNGO o { LOT 16 `ds W o NrpFRaNq N89 37'56"E ON R P GF 148.31' ZI 21 Sr 8M TOFSOF IT, LOT / t.P.=924.0 ® c I y ; • 3.72 ACRES S~ m01 / 'yy S • • • (161,908 SO. FT.) 9o LOT 17 { •G"Va '~70, • • L.B.O. 921.5 I iL' ~ ~ Ste` ? • ses n C 3 1. Oy. 139.44"E 340.53' 55e? ml v. 6 Lm ACCESS EASEMENT LOT 18 K. d TEMPORARY _ S65°39'44°E •'SGO~~,jj ~,,Yy.:.'!? I o I cut.-DE-SAC ' • • • • • N89030'53"E 336.94' 1 It-' 1 EASEMENT. TO BE • • • • • • ~y QF b IQ EXTINGUISHED UPON 8 L29 U1 R`~9~2 I I~ ROAD EXTENSION y-., $ 9~(yyTG~ 1ly~\ itxi lrj IT! LOT 19 $ LOT 20 LOT 22 c5'y w o, M I~v It ® a' / 5.79 ACRES w IC" I C L'i I 3 L B.O. 918.8 5.63 ACRES i- Iz I A ::9 C9 + ® m (252,286 SO. FT.) (245.385 SO. FT.) I I a M L.B.O. 916.0 BM TOP OF rn Iw ® w Eri ® I.P.=910.7 I~ OD_ 5.00 ACRES ICn_ (218,045 SO. FT.) yy* j~aa ~ c 589044'41"W 649.90' 1> .`fig/ ~ Hof o UNPLATTED LANDS I id I L.B.0.916.0 O LP 1n I. ~'Y N } LIf 322.24' U 358.80' !44 as S89°44'41"W 681.04' m -HUDSON ESTATES LEGEND LOT 4 LOT 3 FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 2" OUTSIDE DIAMETER IRON PIPE 0 FOUND 1" OUTSIDE DIAMETER IRON PIPE SOUTH 114 COR. SEC. 22 C) SET 1" OUTSIDE DIAMETER BY 18" LONG IRON (FOUND PK NAIL) PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT • • • • • • • • • 50' ROADWAY SETBACK PROPOSED DRIVEWAY SCALE: 1 200' 0 SOIL BORING DRAFTED BY: WES ANDERSON 0 100 200 SHEET 1 OF 2 SHEETS REVISED: 20 /10505 DATE: 10/11/04 Vol 19 Page 4960 8 0 5 1 0 3 4 WARRANTY DEED Tx:4037970 952089 BETH PABST REGISTER OF DEEDS Document Number Document Name ST. CROIX CO., WI THIS DEED, made between Curt J Ekblad and Karl Ann Ekblad, husband 03/07/2012 3:41 PM and wife ("Grantor," whether one or more), and Oevering Homes LLC a EXEMPT: NA Wisconsin limited liability company ("Grantee," whether one or more). REC FEE: 30.00 TRANS FEE: 141.90 Grantor, for a valuable consideration, conveys to Grantee the following described PAGES: 1 real estate, together with the rents, profits, fixtures and other appurtenant interests, in St Croix County, State of Wisconsin ("Property"): Lot 1 of Certified Survey Map filed March 31, 2005, in Vol. 19 of C.S.Rl, pg 4 , as Doc. No. 791016 located in part of the SE%4 of the SW' , the-1gE% oof the SW'/4, the NW'/ of the SW V4 and the SW'/+ of the SW %4 of Section 22, Nante and Retuni Address Township 29 North, Range 19 West, Town of Hudson, St. Croix County, St. Croix County Abstract & Title 219 S. Knowles Ave. Wisconsin; being Lot 14 of the Plat of Hudson Estates. New Richmond, WI 54017 129866 TOGETHER WITH AND SUBJECT TO a 66 foot access easement as shown on said C.S.M. 020-1450-14-025 Parcel Identification Number (PIN) This is aot homestead property. Exception to warranties: Municipal and zoning ordinances and agreements entered under them, recorded easements for the distribution of utility and municipal services, recorded building and use restrictions and covenants, general taxes levied in the year of closing and Dated this 2nd day of March, 2012. Curt Ekblad Kari Ann Ekblad AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) authenticated on ss. ST. CROIX COUNTY ) Personally came before me on this 2nd day of March; -2012, the TITLE: MEMBER STATE BAR OF WISCONSIN above-named Curt J Ekblad and Karl Anp`E~ly liusbaiid (If not, and wife to me known to be the persons wtid~~Cgte l tie`; authorized by Wis. Stat. § 706.06) foregoing instrument and acknowledged thgsat7?~I: ~ !ter .f U• U - THIS INSTRUMENT DRAFTED BY: * b -C t' Oranzo J. Oevering Notary Public, State f Wisconsin r i Z My Commission (is permanent) (expires: :-1 • I 'J~{+3 .,~t•,e+~'' (Signatures may be authenticated or acknowledged. Both are not necessary.) *Type name below signathn•es fVeitANTY DEED FORM NO. 1-2003 ST. CROIX COUNTY SEEM TANK MAR41KANCE AST AND OWNERSHIP CERT RATION FORM Ownersuyar Vic, Property Add. e-,r+ of ri. (Vm on sued firom P}amting & Zmft Departmm fltr nmommsat cdm) City/StaffParoel Ld cation Numbw Prop,a ty Loci ttiom .fjr- 11,~ , Sac. T22 NR~W, Town of ~ Subdrvii _ s , LDt # 6 CerddHed Sa rvW Map # 7 9/z~z ; volume Page # 6 Wananty Deed # , Volume , Page # Spec hconC~ no Lot Mmes AwwW ble(:F no AIM bVw per use a.d nointenswe of yottr optic system oomld x mait is its ire 110 h M 6a wastes. Propar mainfimance a sous ofpmx pbog out** septic tank eveury ftve yeas or soom r. ifnesded, by s, lianod lip 1 ig c What yon put iota 66 Wftm can affiect the fooden ofto sq tic tank= a matmot siege in dw ware disposah system. Ogmr maitbbeermae nOWwbubilitim are VGd%d in 1CMM 83.52(2) and in Chspter 12 - St Croix Coeusty Sanibny OrMunce. Tys p mpaety ownw ogress to suEbmnit to St Croat Cxnmty Plamda$' dt ZM3iDS, Dgw2ft aemt a owiffication fortm ftmed by the owner'and by amrsees pkwbiK jounwynnan phm w. rddeiciod pbmabw er a lk mea....... vary that (1) dw aea sw wasbcwater MA Pow syakmoa is in PWw opeoastimg oomditiom =fir (2) Aber fiW a otlan and PAS (if may). the septic tack is toes Awn 1/3 fi d1 of absiga: sa.ad+d6* eoeebew by tba Depastmaaet ofC)mcnarm and dw ~ ofdo pdv Nsw¢a1 Ltwwrces, Stab ofs nooneim CwWicsfim s *tmg that yoroa` septic system has been mabdaimed.wet be completed end retwmed to so St CEO& CoromKy Planmag dt Zvaiaig Depan meat wkWn 30 days of the three year aapbadom dabs. Uwe wtify, that ail suatmamts-an dim fm= arc uw to the bast of my/ow lmowledge. Uwe ornate One ownw(s) of tt pr mety dean ibad above, by virtue of a wansaly dead racmded in IesWer of Deeds M e& Number of bedroom -5 z GNA OF LICANT(S) DATE '"*•Aaay atfbs md3an that is misrepeermmad may iesak in the oratory peanut ba ft revoked by d e PLmttag dt Zos ft Department. Ada with t his app3in*n a rwaded waranty deed from the Regular of Deeds Oft* and a copy of tits oftlO d surrey map if ref nmc a is m akin in ft wartmtty deed. (Rvr 03" r - - - - - - - - - - - - - - - - - - - - - - - - - - Mew 3 - r i i ? r r © N~ ~ ~ 1 ~ o i A-At Aff- LIM .AA -r R - - - - - - 1 -7W t• 4 N j~tQA N ~ arr sir Spa .i~ - `a El vi I d 8 Rai N tl r its- . a~ A-Iff • - 1310 Wisconsin De artment of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance h Corms■//~Y~/.~Y~O'~J}Y/ a,.e Tom Schmitt ♦ 'T+ mow. u W~ i:bd Attach complete site plan on paper not less than 8'% x 11 inch 1s in size. Plan must County St. Croix include, but not limited to: vertical and horizontal 4purpo BM) ,,di ti on and, / r percent slope, scale or dimemsio a dis to n$aret rgtJ' 1 ii. Parcel I. D. Please .'I„` m 1 0 Reviewed By , DatePersonal information you provide may be used for secrivacy A!M j F r' Property Owner Property Location"- Grand Properties, LP Govt. Lot NE 1/4 SE 19 S 22 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 19 Hudson Estates `1 (v City State Zip Code Phone Number J City J Village I Town Nearest Road Somerset WI 54025 715-247-5900 Hudson Roberts Lane New Construction Use: 01 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable NA General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is 95.50' Slope is 6%. Boring # Boring Pit Ground Surface elev. 99.06 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-8 10yr3/1 none sil 2mgr mfr as 2f .6 .8 2 8-22 1Oyr4/4 none sil 2msbk mvfr gw 1f .6 .8 3 22-33 1 Oyr5/4 none Is 1 csbk mvfr gw .7 1.6 4 33-98 1Oyr6/4 none ms Osg ml .7 1.6 4~ a Boring # Boring f~ Pit Ground Surface elev. 99.06 ft. Depth to limiting factor 99+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-8 1Oyr3/2 none sil 2fsbk mfr as 2f .6 .8 2 8-19 7.5yr4/4 none Is Osg ml 9w 1f .7 1.6 3 19-99 10yr5/6 none ms Osg nl - 7 1.6 i r t° * Effluent #1 = BOD s> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5< 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 11/5/04 715-247-2941 Property owner Grand Properties, LP Parcel ID # Page 2 of 3 F 3 ] Boring J Boring Pit Ground Surface elev. 97.56 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots *Eff#1 *Eff#2 1 0-7 1Oyr3/3 none sil 2msbk mfr as 2f .6 .8 2 7-17 1Oyr4/6 none sl 2msbk mfr 9W 1f .6 1.0 3 17-28 7.5yr5/4 none Is Osg ml 9W .7 1.6 4 28-84 1Oyr5/6 none ms Osg ml cs .7 1.6 5 84-96 1Oyr5/4 none grms Osg ml .7 1.6 2' rule applies for rdox features in horizon 2 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 ❑ Boring # Baring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 m9/L Effluent #2 = GODS mg/L and TSS <30 mg/L < 30 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. ' Page 3 of 3 Conducted by: Conducted For: Schmitt Soil and Site Evaluations Name: Grand Properties Thomas I Schmitt, CST 227429 Address: 712 Rivard Street 1595 72nd St. City, State, Zip: Somerset WI. 54025 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Hudson Estates Lot No.: 19 Legal Description: NE 1 /4 SE 1 /4 S22 T29N R1 9W Township of Hudson Bench Mark El. 100.00' top of 2" pvc pipe Alternate Bench Mark El. 97.561 top of 2" pvc pipe Slope= 6% Scale 1 40` Low cial de 39 /68 r 13 loo' ~ 5~ I yy' y ~ I O i gb' p~r~ a.2' Q rv' ~A/ i ' a4 7911016 S VOL 19 PAGE 4960 • XATHLM H. WJLS'" j° REGISTER OF DEEDS ST. CROIX CO.. WI CERTIFIED JRVE Ap RECEIVED FOR RECORD 03/3112005 03:15PM CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE1/4 OF THE SWI/4, THE NF-1/4 OF THE SWI/4, REC FEE: 13.00 COPY FEE: GES: 2 3.00 THE NWI/4 OF THE SWI/4 AND THE SWI/4 OF THE SWI/4 OF SECTION 22, PA T29N, R 19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. ALSO BEING LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES. ° o SURVEYOR: PREPARED FOR: ° Z m DOUGLAS J. ZAHLER MIKE GERMAIN z S & N LAND SURVEYING, INC. GRAND PROPERTIES LLC ccr ~ w 2920 ENLOE STREET 712 RIVARD STREET NORTH 1/4 COR. W F j HUDSON, WI 54016 SOMERSET, W. SEC. 22 c Y y W Each Parcel shown on this map is subject to State, J JJ Z z O0 go~ County and Township laws, rules and regulations (T. e., ¢ h k" wetlands, minimum lot size, access to parcel, etc.) 6 = w 8. ~ Before purchasing or developing any parcel contact the m ~'a St. Croix County Zoning Office and the Town of Hudson / for advice. C.r1' pF W/SL, I of61 LOT 15 AQ~~ Oytr C9 DOUf3LA3 J. ~ dP. I R S-214 : t 2 dt• / I HUDSON I k3 LOT ! ,C()o ~~9y o~po, ! N89°37'56"E ( LOT 16 Oso w 148.31' OT 21 S M TOPopF ® QP ?1 y 3.72 ACRES I.P.=924.0 "Z4 46N ' • . (161,908 SO. FT.) -flo! LOT 17 y r J- \ts G! Cn L.B.O. 921.5 r F~ .a~ m 3 1 7a, S85 39.44'E 340.-Ill M1 LOT 18 80' TEMPORARY • • °39'4 I 364.43_ N • y~O~F 5~,.~ jY I 4 CUL-DE-SAC • • yta 1 N89030'53"E 336.94' r 1 I. I EASEMENT. TO BE Q~,y EXTINGUISHED UPON 69 GP ' • • • • in • ' ~.q" tI C ROAD EXTENSION QCy N I~ 4 tzi 1,~, \1 J' p o I o m 2 ILjy' w° LOT 19 i LOT 20 LOT 22 1 p rd i ® gg 5.79 ACRES L.B.O. 918.8 W ~ 11. ' 1 y' c+ ® v 5.63 (252.286 SO. FT.) (245,385 SO. FT.) m ~a 1.5 L.B.O. 918.0 BM TOP OF Z; W ' 1 C+ 1~ I ® w I ® I.P.=910.7 1 O° 5.00 ACRES Ei ~S ® ® wn (218,045 SO. FT.) ~7 o S89044'41"W 649.90' 'y _ 1 Z L.B.O.916.0 kp~ UNPLATTED LANDS I Id rR L41 322.24" 1"4,z M HV ~ 358.80' L44 I Z S89°44'41"W 681.04' -HUDSON ESTATES LEGEND LOT4 LOT3 FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 2" OUTSIDE DIAMETER IRON PIPE FOUND 11 OUTSIDE DIAMETER IRON PIPE SOUTH COR. ' O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON SEC. 22 (FOUNOPICNAIy PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT • • • • • . 50' ROADWAY SETBACK -0- PROPOSED DRIVEWAY ' SCALE: 1'a iiiiFwa 200' ® SOIL BORING DRAFTED BY: WES ANDERSON PROJECT# 6071-05 DATE: 10/11/04 0 100 200 SHEET 1 OF 2 SHEETS REVISED: 1/21/05 Vol 19 Page 4960 PROPERTY OWNER. comma LP SOIL AND SITE EVALUATION 1205 PPage ARCEL LD.# Of Tom schmiu REPORT MEMO Discontinuous silt inclusions were observed in 131 with redox features. The redox features in the silt are present because the smaller particle size of silt holds onto the water stronger than the surrounding sand, it even has a stronger hold than the force`of gravity trying to pull the water down. The water that flows into the silt inclusion will not seep out until the silt inclusion is completely saturated and cannot hold any more, then the force of gravity can start to make the excess water start to flow. This is why redox features (mottles) are present in the inclusion. The outwash sand that the silt inclusion is deposited into showed no signs of seasonal saturation or high groundwater. INSTALLERS" When a tit inclusio (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More chambers shout a added to the end of the trench in sand to make up for the lower gpd/sqft rate of the silt. This way the 0.7gpd/sqft rate of the sand can be used and the system is only enlarged as needed. ,~-e e, f e t S S t~-~ cp c V iblk , pnSL t S -1'~p ~oen "~T 1 r4~9 C.A,(~,t Lem t lit c S a&t 0- ( - .l f c.R.o.„~,.(2ers ~ ►~a:~=~~ -t-~~ t' ~ s C 'lam Q-~ l i