The URL can be used to link to this page

Home My WebLink About022-1095-10-030 (2) 1Nisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of SaW and Bu ldings in accordance with Comm 85, Wis. Adm. Code (:auriy CROIX ST. Attach complete s;U plan on paper not less than 81/2 x 11 inches in size. Plan must ihckide, but not limited to: vertical and horizontal reference point (BM), diecton and Parcel I.D. 022 - 1095 - 10 - 030 percent slope, scale or dfnwwons, north arrow, and location and distance to nearest road. Please print an Wbrusad on M DatPersonal momudion you WoWft may be used for (Privacy Law. s. 15.04 (1) (m)). 7712-110 I 1~4~ 1 PropeFly0wner 1VE L.oca'on 0 WESTCONSIN CREDIT UNION (Buyers: Brian & Sarah Burke) Govt NE 1/4 114 33 T 28 N R 18 E (00 W Property Owners MaWxV Address Lot* Blocs # Su1xL Name ci CSMS 1207 N. Main Street] J U L 02 2 01 9 CSM V21, P5232 City State Zip Code 'ST LROIX COUN ❑Viege ElTown Nearest Road River Falls, WI 54022 ( NINVA Z(Mlt 0 ICE Emerson Valley Road E ]New construction tlse❑ Residential / Number of bedrooms code derived design flow rate 60o GPD ® Replacement ❑ Public or axna real - Desadw. Parent material shale Flood Plain elevation if appirable ft. General corrvTwft Interpretive Dewimunation Report required to approve an A+0 mound system ' 25 sand lift an 0.2 and reoormn endabons: / loading rate. , Y 051 t.✓ Ua ovT 07 # D 0 Pit Ground surface elev. 104.02 ft. Depth to limiting factor 9 in. Soli Rate Horizon Depth Dominant Color Redox Description Texture Structure Con ruse Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EW1 'E11102 1 0-5 10YR2/1 - sin 3f-msbk mvfr cs 3vf-co 0.6 0.8 2 5-9 10YR211 - sil 2fsbk mfr cs 2vf-co 0.6 0.8 3 9-14 10YR3/2 clf 10YR3/4 sici 2fsbk mfr ai 2vf-co 0.4 0.6 4 14-20 5Y5/3 m2p 5Y6/6 c 0m meft 0.0 0.0 2 ] Boft F ❑9 # 0 Pit Ground sufaoe elev. 100.52 R Depth to imifirg favor 12 inSoi Rafe Horizon Depth Dormant Color Redmc Dew"on Texture Structure Consislanoe Boundary Roofs GPDW in. Munsell Qu. Sz. Conk. Color Gr. Sz. Sh. -EfW1 -Etf#2 1 0-6 10YR2/1 - sil 3f-ma&sbk mvfr cb 3vf-co 0.6 0.8 2 6-12 10YRZ/1 - sin 2f-msbk mfr cw 2vf-co 0.6 0.8 3 12-16 10YR312 Of 10YR3/4 sicl if--msbk mfr cw 2vf-co 0.2 0.3 4 16-20 7.5YR314 cif 7.5YR414 sci lfsbk mfr aw 2vf-m 0.2 0.3 5 20-22 5YR5/3 m2p 5YRN c 0m mefi 0.0 0.0 Effkrent #1 = BM > 30:5 220 mglL and TSS >30:E 150 mg& ` Effluent 12 = BOD < 30 mg& and TSS 5 30 m901 CST Name (Please Print) - - - CST Number Mary Jo Huppert ollister's Soil Tes1JW & DesWo) 224832 Address Date Telephone Number W9875 6901h Avenue, River Falls, WI 54022 05-26,06-06 & 24-10 (715) 426 -1775 I Property Owner Westconsin Credit Union (Buyer. 6ttp. C-" ID # 022-1095-10-030 page Of 3 3 # Ej Boring n Boring E] Pit Ground surface elev. 107.22 t Depth to inft factor 16 IFL 1 oil Application Rate Horizon Depth Dorninarrt Color Redmc Deso"on Texture Structure Cor ce Bormdivy Roots GPDW in. Munsell Om SL ConL Color Gr. Sz Sh OEM" *Efr#2 1 0 4 10YR2/1 Sil Malik mvfr Cw 3vf-m 0.6 0.8 2 4-13 10YR2/1 sit 2f-mabk mfr Cw 3vf-co 0.6 0.8 3 13-16 10YR312 _ s1c1 2f-mabk mfr cw 2vf-co 0.4 0.6 4 16-22 10YR3/2 - Sid 2f-mabk mfr aw 2vf-m 110.4 0.6 5 22-24 5YR5/3 c2p 5YR6/6 C Om melt - - 0.0 0.0 (Water observed @ 22 ■ a Boring # Boring Pit Ground surface elev. 107.29 Depth to bursting factor 10 in Rate ON Applicatim Horizon Depth DorninardColor Redmc Description Texture Structure CorsslMenoe Boundivy Rods . GPDW in. Mull Ou. Sz. Cont. Color Gr. Sz. Sh. 'EM *01112 1 04 10YR2/1 - sil 3fabk mfr - - 110.6 0.8 2 4-10 jayg2tj slcl 2fabk mfr - - 0.4 0.6 3 10-13 10YR312 c1d 10YR4/6 Cl 2fabk mfr - - 0.4 0.6 4 13-15 5YR5/3 c2p 5YR5/6 C Om mefl - - 0.0 0.0 ❑ BOOS # S Bang Pit Ground surface elev. 1t Depth to g factor IrL Rate Horizon Depth Dom Color Redmr Desariplion Textrae Strudue Coneowce Bourdrvy Roots GPDW in. Munsell Ou. Sz. Cont. Color Gr. Sz- Sh +Eff#2 I ' Etl)uent #1= BOD. > 30;5 220 rng& and TSS >30 5150 ffV& ' M"t 02 = BODS S 30 rrgl and TSS < erg& The Department of Commerce is an equal opportunity service provider and employer. If you need as>istance to ac( = services or need material m an alternate format, Please mAaCt the department at 608-266-3151 or n Y 608- 7. SBD4330redOL07100) w' Ploil Plan for Site and Soil Evaluation Page 3 of 3 openy Owner `WF-ST co.►.5~~; C , ~ ~ti I" = 40 ft. Le laiDescription fjf THE ~ E'/~,. (except where noted) TL Iii %*J ; TowiOl of= 1GIMM icicmNK;tc. 5T, c°~Li- = Backhoe pit North ~o? a 4'9 p 'Iao,52 ~ d 1 10 q lot y t` .02' ~o-~ (~G' ~spROPas~v L0OCIt"T IOnI gip,'.!-1~ yN ~ yti gM 2 s' y L B3 104 g zr 7`0 i Site Loc on: cr. n1 rim sue= 33 t x Safety and Buildings commercemi.goV 10541 N RANCH ROAD HAYWARD WI 54843 Contact Through Relay Itl isconsin r0~1~~ www.commerce.wi.gov/sb/ Department of Commerce www.wisconsin.gov RECEIVED Jim Doyle, Governor Aaron Olver, Secretary June 30, 2010 JUL 0 8 2010 ST. CROIX COUNTY CUST ID No. 224832 PLANNING & ZONING OFFICE ATTN.- POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/30/2012 Identification Numbers Transaction ID No. 1807165 SITE: Westconsin Credit Union Site ID No. 757631 Town of Kinnickinnic, St Croix County Please refer to both identification numbers, NE 1/4, NE 1/4, S33, T28N, R18W above, inall correspondence with the agency, FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1270363 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. Only those object types listed above have been approved; other submittals such as plumbing and those listed below under Also Submit, may be required. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higiest level of soil saturation when redoximorphic features are lea; than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination issix inches below grade. At least 30 inches of sand lift on top of six inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mou all be 5 0.20 gpd/sf, an a linear loadin ate < 4.5 gpd/ft. 4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is requiredto improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and t su a water drainageaway from the system. The down slope toe dimension "I" shall be at a ratio of at le t 4:1 to inc se down slope basal area above the minimum required by normal design standards. 6. This approval shall remain valid unless the site is altered in such away that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. r ~ MARY JO HUPPERT Page 2 6/30/2010 If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plan sets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. In granting this approval, the Division of Safety & Buildings reserves the right to require clanges or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. We look forward to working with you to make this code-compliant construction. Sincerely, Fee Required $ 240.00 Fee Received $ 240.00 - Balance Due $ 0.00 Leroy G. J sky, CPSS, PO S Wastewater Specialist Integrated Services Bureau WiSMART code: 7633 (715) 828-5902, Monday, 7:00 a.m. To 3:30 p.m. leroy.jansky@wisconsin.gov r • t yy r .A INTERPRETIVE DETERMINATION REPORT Property Owner: WESTCONSIN CREDIT UNION (Buyers: Brian Et Sarah Burke) 1207 N. Main Street River Falls, WI 54022 Site Location: 68 Emerson Valley Drive, River Falls, WI 54022 NE'/4 of the NE 1/4, Section 33, T28N, R18W Town of Kinnickinnic St. Croix County 1807165 Structure To Be Served: 3 F? O.W.T.S. A proposedXbed room dwelling Conditionally Attachments: Soil Evaluation Report dated 05-26 8: 06-06-10 APROVED DEPARTMENT OF COMMERCE Soil Evaluation Report dated 09-03-03 D VISION OF SAFETY AND BUILDINGS Aerial Photo SEE ORRESP DENCE Topographic May Soils Map Prepared by: Mary Jo Huppert, CST #224832, Designer #1859-007 Date: (e, - Hollister's Soil Testing It Design W9875 690th Avenue River Falls, WI 54022 Phone: (715)426-1775 1. INTRODUCTION On May 26 and June 6, 2010, a site and soil evaluation was completed by this certified soil tester at the request of the seller, Westconsin Credit Union and the potential buyers, Brian and Sarah Burke. A previous site was approved before lot approval, but the potential buyers believe the site is too far away and has too many restrictions placed on it by St. Croix County Zoning personnel. It was determined that a new site and soil evaluation was needed with an Interpretive Determination Report as A+0 conditions are on this site. This report is required to determine the suitability for installation of a private on-site wastewater treatment system (POWTS) in lieu of groundwater monitoring per State of Wisconsin Department of Commerce regulations. In 2004, this soil tester had completed an Interpretive Determination Report for 2 lots to the southeast of this lot. The Report was approved by the State of Wisconsin. II. PREPARATION OF REPORT This report is being prepared according to the standards set forth by Comm 85.60(2) of the Wisconsin Administrative Code and a guideline prepared by Leroy Jansky called "Preparing the Interpretive Determination Report. " Ill. REQUIRED INFORMATION A. A Soil Evaluation Report has been conducted according to Comm 85.40 and is attached as part of this report. B. Local Hydrology 1. Surface Water: no ponding appears to take place on the site based on the slope of the land and vegetation. The tested area is at the shoulder of the landscape with a linear slope shape and an eleven percent slope. 2. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a higher clay content which tends to hold more water due to the evidence of redoximorphic features at 9 to 20 inches. 3 + 44 SOIL EVALUATION REPORT Pte. of Moonsk Del D YWon of So" end Wk nps ~ • -w• - ~ at.ecordanc. with 05. 4A 0 CO1" ST. r-ON Atierh oumpbte sRe plain op PePM not tees than 81f2 x t t lmh In ot:s_ Plan must hndude. but not lb*W to: ordeal and hettaon W ,elerence poW it". dbc a+ and 10 . `022- I 0 pement elope. scale or Onendons. roM arrow. and loomlon and dlslanE~+lo ~ ~Mao c nov1 O 30 Please print all Jntan»t i Dale eryo.re innaMaaen t er erw+da rnq sa..aae kin aacaWary pureoar (fMky 5T. ~ L_ tA/`•~ ' P Arjt_,~ Pmportyowfw flyl L C+i N E the /4l; 114 S 3'S T Z$ N R Ire -OOK C01 t Property Ownee's Melling Address L Block N S+md. Nerve or 1 70 rM~Ks~►J uk+ Cry stale code Phone Number ;h. Q vaaps Tarn Newesl RAW 4. 022 (76 ) 42,5-M 1i1 iGC 1C 7 7 FALis ! i New, eonshuewn tlseajl Reddentlal / Number of b*&vo#m 3 code derired deaipn Bow Me GPO ' t 0 Rwftoement l Parent materiM _~1 l e~ if 17 rerorridauorts: SgS IJi 0.11 tMrDAW6 RA 'E~1W/" L~ { 2.01 S*A)T) Feu.. fi h'~ ~ tP Z ~b -A-4 ~4COJA Al ate" Pit ;43 roa"d stxfsce elev. _ gl. T~ a. Depth to 11"Ang (saa im Sol n7t Horizon Deptll. Dondnanl Redox Description Telue Structure Co "Wens Boundary Roots l to tufunsaU Ou. SL cant. Color Car. 'EllNt 0-L az ie-b O.5 1 r.i;; rr. 1 t 71, - ; Zf r •d Gb _co c. s o• a 8 0, 5 0• 3 -i9 3k sl I -inn d s Ai uf- q-ZZ t ~Et ; +h ~s< d ah a i m 0.7- 6.3 7F S ZZ- K~2 h_ JO-494011' rsl~ 1 -+'h X dsh &6 - a.Z 3 _.je- hi C,0 IF U.4- 10-In So" X 0 so" Q 5r pu Hound w0ece ear. _ q~51 R 08010 no factot _ 13 rn Son Apokadon Rs Horizon Depth Domin►ant Color Redox OesMption Taxture SMrdute conswer" Boundary Rods OPOV in. Munsell Ou. SL Corti. Color Gr. Sz. Sh. *M1 'Elm t - a Sul >,ti ds o • zk:a , Z ~f3 vrc~li it o.s o.E 3 L&A0%fT Irk. Vi i 1 d a5 WLW-0!5 o 3- l5z F y t5_zol to 0)z i 1 Q. 2_ • Ef eent Nt = SOD > 30 t 220 mWL arw TSS >30 < 150 mg& • Eftent 02 s BOD S 30 myl and TSS 30 rnWL r CST Nara (Planes P" S' nalurs CST WOW 1 N1A 30 HQLI. S E ZZ $ ~ Address Date Ev"Gon Conducted Telephone Number W`l8?5 6°Ifli'Ade. RIVE FNtiS WT 54022 -0 '7%S yLb-1't?S ' "IN~~TCAnastnl Cp.~T uv~~ LzT G"' NE ,X4 OF 7#E j► evq, ~ ~3 TZ$1~~ R18~ OW'A~ OG ~~c~1.~11~1C1~1N1~ ,-3 o1Urs MAr n Croat County YYI MIS d4 } ` y •R0.^ ~'F 7,A7 111"1':7 ft A ~ F,' y' t`S . i ~ '-r t b; +s~~! 'J7~ :E ~ L ;'i-. ..'J-4 ep' i r t ' • _ ~ ~ ~1d~ ~ ~ ~},F ..per ? . f t e nl- 5- .'~5~5 _ r!~ ~Si! r 3 ~ y t .Y✓ ` Y~9 ~~~pppjjj Ill ra.aa sPO.O- ~ ='e d r• ~ ~ at~r<+~ _ y 1,00 r 006 6 [Vill Fos Y 9. arcoff"m diam are go {tw` ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER w w r W. a ■ 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715) 386-4680 Fax (715) 386-4686 Memo to Folle From: Pam Quinn, Zoning Specialist Date: 6/28/2004 l j i Re: Soil on-site (NE % NE'/4 Section 33, Town of Kinnickinnic - Jay Uldrych) On June24, 2004 a soil on-site determination was completed at the request of CST Mary Jo Hollister to verify that A+4" conditions (minimum state requirement for a mound Private On-site Wastewater Treatment System (POWTS) can be met. Staff (Pam Quinn) concurs with the finding of >A+4" conditions; mottling and redoximorphic features were not observed within 4 inches of the thick (>20") silt loam A horizon. Hand borings were dug in the vicinity of B 1 & B3 on the southerly tested area to verify reported conditions. An additional hand boring was dug below the B3/B2 contour, where soil conditions appeared to be consistent. Mary Jo will need to make some corrections to the original reports, but the soil descriptions are acceptable. Two tested areas have been provided on this property, with the intent to split the acreage into 3 lots. The following comments must be addressed prior to applying for a Certified Survey Map approval: 1. Although soils have been located on the property that meet the minimum requirements for a mound system, the two tested areas are in extremely close proximity to one another, which make it nearly impossible to install one without affecting the other (damage by compaction from heavy equipment, etc.) Both sites have limitations on the mound dimensions (6' x 75') and design wastewater flows (450 GPD) due to property lines and steep (>20%) slopes of the adjacent ravine. 2. Both tested areas are so close to property lines that heavy equipment and materials needed for mound construction would not be able to access the sites unless permission is granted by neighboring land owner. 3. A ravine with >20% slopes separate the potential mound sites from the remainder of the acreage, which creates a problem for installation of forcemain pipes and pump chambers. Excavation on the slopes within the ravine may require a special exception permit. No tank installation is allowed below an identified Ordinary High Water Mark (OHWM). r 4. A qualified master plumber should be consulted to determine the feasibility of pumping wastewater to the tested areas, especially the idea of trying to re-route wastewater from the existing house. The estimated costs and logistical problems should be considered prior to developing a concept for lot splits. 5. The property owner should contact the Dept. of Natural Resources to determine if the ravine and its intermittent flow meet the definition of a "navigable waterway" and to delineate the OHWM. A Certified Survey Map must be approved before any sanitary permits can be issued by the zoning department. I Parcel 022-1095-10-030 03/03/2008 11:37 AM PAGE 1 OF 1 Alt. Parcel 33.28.18.513A-03 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/04/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ULDRYCH, JAY D & JEANETTE R JAY D & JEANETTE R ULDRYCH 70 EMERSON VALLEY DR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ` 68 EMERSON VALLEY DR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.000 Plat: 5232-CSM 21-5232 SEC 33 T28N R18W PT NE NE FKA LOT 6 CSM Block/Condo Bldg: LOT 09 11/3091 NKA CSM 21-5232 LOT 9 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 33-28N-18W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 06/30/2006 828539 CSM 07/23/1997 1184/277 TD 07/23/1997 1046/221 LC 07/23/1997 842/234 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/08/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 100,000 0 100,000 NO Totals for 2008: General Property 5.000 100,000 0 100,000 Woodland 0.000 0 0 Totals for 2007: General Property 5.000 100,000 0 100,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 T RECEIVED 3 SEP - 1 2006 ST. CROIX COUNTY g e S 3 g SURVEYOR'S RECORD KOT~L~ PAGE5232 REGISTER OF DIRE E mN~~m~DyyO ® Q • • ilCq =m}E VEDpFOR $ CO -:z m Nn yFao~om~" ~Zs ° c° " ~Nm rnTFI m n~ovor~6czi <o 0 0 0 0 ~wr ma cf~'> PEEAY +~r coi = o a ; o x ' z o ° : tom] p `JOC ccx Y FE1&= ~•y9~~0f-] ~j pAZ AAOyO D ~m(,'] C> ,1B S. r'iv v~(1 l~V O lOnmpy~N DO fn A C1 Z om za no~p+" r~z °y ~ ~ ~ o :Z ozZ m zz~z<~~ v ° a t7 o8 ~c zmm n>m oFO N °z r'~v p (a~ ~R <zm omoo ~c c s Nx o z °z^m `OCZiN'' y Ni y y z mc'n° pG-01 F--1 =znz`"A o ~ppz m~pcr~ m ~pr ~ ~ OOw~ A a o sa ~)V~:ON mmu d g T~°~o~ O imp vai ~J cr~~latmr~l ~ z~~ ~ ////~1 I m m N CCC~~~r t~ _N J/~) -___f I ` VNiFpND ~pn _N ZO pp~ i V121Z'i~Z ZNN Vt Din mr~i Nn~10m Or Dp Q T 8 jClrO~p D O" A N r=+l X Z m A 0 Z p Z W m0 - A a' O Z m N O ~ O Z ~ ~ " w ~z SaNdl a311VldN(1 00 C-) X n o o I r*i co 160£ 30Vd 'tt 3vgn lOn 'N'S'O '9 lOl 30 3NI-1 1S3M rn m z ,96'499 M *0,0 L.00 N mOm~ u 043.0 1.00 N o A z ~ FI~~ oa' N ,C£ 00£t r N 1N3W3SV3 N011Vh2i35 NOO o C (Nit- r. ' .L£'86£ M „40, 00 i < i m t- N f O i J 0 0 ~ O o O a ~ ~ ~I ~ rNC\ ~ c ~ ~,-Y ~ m 1r z p - m o z m m Z J~~ o y6tiL`'sF i' me A ~O ° 00 f~ ~ .oosc. 'O ° z ~O O O _j M „40.0,,00 N CO 9-1 U) co L O~ 03 m C5 CD cf cn c:) C, rn p 4~ -n co 6:5. c- 02 C) 0) +D~ fi -...Ji Dv ~J 1 rn 8~~ Z -T7 m ° O m N ~t~ 4r / 'ri p O ~ l- 1 rn m - ° v`y o m 226.27' W 06-14* 176.16' "o S 02'37'28« ° 212.00' ° z w - - -EAST PNE OF LOT 6. CVS_M6 VOL4ME ii PAGE 3091 ERSON VALLEY .DRIVE- _ w LOT 4 - - EM LOT 3 C.S.M. /VOL. 9, PAGE 2610 rc-s-m. VOL_ 'PAGE 1276 J 1of2 Vol. 21 Page 5232 94 Parcel 022-1095-10-020 03/0312008 11:37 AM PAGE 1 OF 1 Alt. Parcel 33.28.18.513A-02 022 - TOWN OF KINNICKINNIC ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/04/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ULDRYCH, JAY D & JEANETTE R JAY D & JEANETTE R ULDRYCH 70 EMERSON VALLEY DR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 70 EMERSON VALLEY DR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.550 Plat: 5232-CSM 21-5232 SEC 33 T28N R18W PT NE NE FKA LOT 6 CSM Block/Condo Bldg: LOT 08 11/3091 NKA CSM 21-5232 LOT 8 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 33-28N-18W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 06/30/2006 828539 CSM 07/23/1997 1184/277 TD 07/23/1997 1046/221 LC 07/23/1997 842/234 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/08/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.550 50,000 126,000 176,000 NO Totals for 2008: General Property 2.550 50,000 126,000 176,000 Woodland 0.000 0 0 Totals for 2007: General Property 2.550 50,000 126,000 176,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings i 5T. rteo~ in accordance with Com 85, 4gfr C ra Count' i~ Attach complete site plan on paper not less than 8 112 x 11 Inched in size. Plan must _ include, but not limited to: vertical and horizontal reference point M), direction and Faro L0. ~Na~~~ v22 Q percent slope, scale or dimensions, north arrow, and location and dlstan6;tc h4s ro 1,:00' 6 30 Revi ad b Date Please print all Informatlon. - 8 H 1. Personal information you provide may Dewed for secondary purposes ( ivacy Lars, s 15.04.(1 J {r~~`, ProPartY Owner Ftif3al"C SCalttA i°" P E~WfW DK4 CA; N E 114 N~ 114 S T Zg N R I ~SS t- Property Owner's Mailing Address Lo Block # Subd. Name or CSM r~ I ?0 EMwf-sw la-v- ve, L Cky State zip Code Phone Number ❑ iry C3 Village 'Town Nearest Road j _ ~3 F _ Ou (7t5 )425-8SD5 1)W)CK lC- WIJA LD&-. New Construction Use Residential I Number of bedrooms Code derived design itow rate GPO ❑ Replacement uWtc/Jor Com a at -Describe: /r /T laleiefasto~niiQspQpiiCc~ai;ld ' Parent material ie, General comments and recommendations: S-ISMA ON LOADW& 'RAYE c~ Z l~(1T 2,01 SRAM F+LL- T+ l a arlx { i I Boring Boring V # 2h. Depth to limiting factor 1 R In. tt pit Ground surface elev. _9Ja,5_. 9 Soil A Iicalbn Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD ' in: MunseU Qu. Sz. Cont. Color Gr. rf l a,(ti A ,~b -cb 0.5 D.K r r -Co C.S Orb Z D~~ 4~ Z4)1 3 -19 0 3~ ~ I z -M K rn d s a; u~- a. 5 10. ti_ZZ 2 ( !0 at dSh Ql 4~-►+'1 r~,z d.3 >h S 7Z-Z VK~2 1 4GI O l S! 1 mgbK d sL1 0.b 0'Z i Boring ✓ i0 ❑ Boring # 2 pi, Ground surizce elev. _gZS 1 n, Depth to limiting factor licatfon Rafe h Horizon Depth Oominant Color Redox Description Texture Structure Consistence Boundary Roots OPDfft' •Eff#1 'Eff#2 in, MunseU Qu. Sz. Cont. Color Gr. Sz. Sh. I a 't-,ul of .5 04 i1 d 60 D,S 0,8 IY~ Z _f3 v~. Z f' 3-i5 ~Jz t-l S~ 1 d a S o N 5-ZU 3)Z 4 1 _ d e, Z Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOO < 30 mgi/L and TSS 30 mg/L Signature CST Number " CST Name (Please Print) 060 AAA JO HuL.L SY l~iV Z2 832- Address Date Evaluation Conducted Telephone Number W`%75 6g13 4KAVE, R(VE FAi.l_5 WT 5`4022 b - -OS L~t5 y2b-i'17S i k: i t 1 i Property Owner 1LQM0-i4, TAY_ Parcel ID q DWG Page b9ak) _ Z of Boning # Pit Ground surface etev. , a,kg± p, Depth to limiting factor O In. Soil Application Rate y Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff in. Munseil Qu. Sz. Cont, Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I cb l 0 o yi~~ I s► I r '15 3f-Co 15 0• j 1< s ' z - 5►1 Cb 0•S .K jg-Ig )0 -jrZ3 Ask a's Z4-al 0-5 0-% - 4 3 z ► S11 14mcw ash CL5 _ 0--4 03 z-A 5 -L %10 b gt l W-M.5,0 dsh vJ M 0•Z 0.3 ❑ Boring 1 Boring # ❑ pit Ground surface elev, K. Depth to limiting !actor In. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPI)/ff in. Munseil Qu. Sz. Cont. Cotta Gr. Sz. Sh. 'Eff#1 'Eft#2 4 i ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor In. Solt Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/M In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'rff#1 'Eff#2 >w ~I I Effluent #1 = BODE > 30 < 220 nVL and TSS >30 < 150 mg/L ' Effluent #2 = BOO, 30 mgr!- and TSS < 30 mgn. 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. seo-uro trt door tF i PLOf PLAN PAGE 3 -3 G*U: U p" Cat L~ 1 410 it -MP o CL.- Lp(!ArrED - - G AI P)ts (v/CDGtt! X11 S F~} C & - /t SSbt ~t t e0 100, O l ' 50L "LNG wi OACKNa NO COMM 85 5MACK PROP(IM5 Slued 4u-n t~z ~Z. 96.0 0 P TnS'll 1 r 85 r EL 0X_ 33 ~zJ' q Fl. OQ ' ' BM 94.10 M I IW.QO 1 n r (,Sou~N Pt~oPaxn~l l-~.1~ i ~ i . 4 At I w C.T.N. M 1 4k j v I FILED s APR 3 0 1996 ► 2 i L of ft crok 542946 C4'VA CERTIFIED SURVEY MAP LOCATED IN THE NEI/4 OF THE NE 1/4 AND IN THE SE 1/4 OF THE NE 1/4, ALL IN SECTION 33, T28N, RIM TOWN OF K I NN I CK I NN I C, ST. CR01 X CO., WI. PREPARED FOR: EUGENE EAERSON HIGHWAY SETBACK LINES ARE qY LINES. 100 FROM RIGHT-OF-W VOL . 9, PAGE 26 75 NOTE: BEARINGS ARE REC. AS $88 02 53 REFERENCED TO THE E-W S BB• l4' l5'E T08, 88 \ OUAR TER L I NE. (RECORD BEARING) 2 I t C. S. M VOL : 5 I PAGE 1276 C , LOT 6 I 9.86 ACRES I (429,447 $0. FT.) U ~ M I i► O ►q N 77.25' DO' W p 33.83' I 69.88' ;D APPROX. NORTH L 1 NE OF' '-~I ROVED S 87•19'29'E 644. TT' ~M THE SE /.3 0.'96,1 WEST LINE OF THE SE 114-NE 114 y OU TL OT 7 co 0: > . CIR(A CCUNTY 16.40 ACRES I ,o: :;orrprr.•hgnsive Planner C (714, 535 S0. FT.) ® Vining and :z Z 15.84 AC. EXC. R/W Vining SO. FT.) Parks C'•ommittoo ,y I vi, a m of S 51033,01 W I If'-ot raoorded p 13T. T5' Nvitiiin 3. / 0 days of :D OTEj APPROVAL OF 'Pproval date z - THIS OUTLOT DOES 1737roval shat be NOT CONSTITUTE g t, ,~a :N of APPROVAL OF A EA~ERSON VALLEY BUILDING SITE. vI (ILH 83.03) I , DRIVE o, I OUTL OT I ~ co g W 114 CORNER OF SEC. cr cn 00, 1 33. (COUNTY MONUAENT OP E 1,14 CORNER OF SEC. FOUND). F33. OUND COUNTY MONUAENT C. T H....'N_89059'09'E I 4003.59'_ A 790. 07' _ N 89.58' SW E--q-- fi-8A 58 A8'lL 4&142 . S 8915 58 8 W E-W OUARTER LINE ow S 0 SET I" X 24" IRON PIPE WEIGHING 1. 13L BS' PER LINEAR FOOT. JAMES Mf 'j • 1 " IRON PIPE FOUND. WEBER 3. 1804 SPRING VALLEY WIS. 300 0 300 600 900 iv0. L O U R GRAPHIC SCALE FEET --te r ..that - JAAES AL WEBER S-/6V4 NELSEN-WEBER LAND SURVEYING SHEET I OF 2 DATED THIS 10M DAY 111OOp"~ , J896. REVISED TH J S 20TH DAY OF APRIL, 1996. 96-19 THIS INSTRUMENT DRAFTED BY JIM WEBER vol. 11 Paee 3091