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022-1059-50-000
REPORT Page ~ of 3 { Wisconsin Denent of Industry, SOIL AND S IT Labor and H =Re lations Vic`. Division of Safety & Buildings In accord it'ILNR 85, WIS..'Ckil. Wde W~ COUNTY Attach complete site plan on paper not less than 81/2 'C t inches in`srze Plan must inc ude,abut not limited to vertical and horizontal reference point (B rection and % Qt sk[{ Si tale r „ PARCEL I.D. # O Z Z - ~O S9 . S O dimensioned, north arrow, and location and distance to neatest I 1~~ o APPLICANT INFORMATION-PLEASE PRINT AL ORMA iqr { i R DAT `C a q O PROPERTY OWNER: =O't- t 3, b PSV~ S j f PROS s ION t.lF 1.. ZC_ o i.-1V ~J F~ VtS V T L- N,R LP, E (o1 PROPERTY OWNER':S MAILING ADDRESS 7_1 _LM BLOCK # SUBD. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE ®rOWN NEAREST ROAD Tz)ltip, Y-.tv 'S'S (btt) 90_2-801S7 [)d New Construction Use 14 Residential / Number of bedrooms 3 [ ] A ' n to existing bui n j ] Replacement [ ] Public or commercial describe Code derived daily flow ~.S O gpd Recommended design loading rate ' y bed, gpd/ft2 • S trench, g Absorption area required 37 S bed, ft2 S trench, ft2 Maximum design loading rate ~l bed, gpd/ft2 ' S trench, gPdA? Recommended infiltration surface elevation(s) _ L O y • 5 _ ft (as referred to site plan benchmark) Additional design / site considerations 1,N%7jyv`r1 w X 4-7, 8Tt' . M )ti • \ ~ of Sfr)'J\.) Ruc. Parent material s ctiW~/ O~itivt~Sl~l Flood plain elevation, if applicable ti ft S = Suitable for system CONVENTIONAL MOUND MI-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TAW U= Unsuitable for s stem ❑ S Eau 0S O U ❑ S ®U ❑ S O U ❑ S M ❑ S CRU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consisle a Betx>t~ry Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench o -z~ lo~l Q- 1 z - s 1 e sbk w, v `Ft~ C w - 5 z zb-yb ~O`t~ 3/b - 1~S Cs so, cS 5 _l Ground 3 41 _Ss IZ 31y y 2 s18 Sc l Om w) `F~ - - - elev. a8•~ ft. 3 Coti >us c~ LSD Z-S b spot o~ Depth to z. S t! Z S' C limiting factor X16" Remarks: Boring # 4 • 5 Z 2 ~g -3y LO `1`Z- /[o 1 ` V s9 V'j c S • 5 3 3y-~(3 1 SYR 3Jy 1.S'i(z S~~ Sep Q)`^1 )11 42t. - Ground elev. °iFe 3 ft ~3 eor.~ ►vS < L1 w►~ G r-I~v Depth to limiting factor 2 Remarks: TNarne:-Please Print Arthur L. We erer Phone: 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signattue: Date: 1 CST Nurnbw. 00 5 7 6 PROPERTY OWNER SOIL DESCRIPTION REPORT Page,? bf 3 PARCELIM4 aZ.Z -1oS9 - SrJ 4rn/p o2.2 _ 1(362. - -LO °t . S IRe-. ?.o rte, Depth Dominant Color Mottles Structure GPD/ft Boring # Horizon in. Munsell QU. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Barxiary Roots Bed Trench 1 0 49 tiuK?- 3 l z s e g~k wi v ck, q s Z I19-4Z e- •s ,L Ground 3 gz._63 7.S` rL V/L ~-Li-SLl2SIs G~-g1 ova yn F~ _ elev. Rot• Z ft. Depth to limiting factor ' Remarks: Boring # o -Z 10`~ 1Z 3 Z - S 1 0-S 1>~ m v' f w - • • S y z6-3S 1p-L~ 3l~ ~.~'s b S9 wti ~ e S - s# . ~ 3 3s~-bo S 31 Ground elev. q4.~ ft. C~rv N S C S "1 Llrti~ N~ Gl-i( S Depth to limiting factor I 35" Remarks: Boring # 1 0-l3 Lo`1 1 z s csbk YnU-(Li,• q S 5 Z l'~ Z7 1 0`162- 3! 9 g csbk Y~ ~ cw . s 3 z.~-sl ~0~2 IZ VI(. - ~5 s9 I eS , s _ 6 Ground elev. S7-6o S `72 ~!y ~l 't 2 s /g S1 -S CA T~ fob •3 ft. Depth to I limiting factor Remarks: Boring # Ground I elev, ft. Depth to limiting factor - Remarks: SBD-8330(8.05/92) M PLOT PLAN Page 3 of 3 scatL~ 1'` - SO ' . 33.60' l~ . L~ l fit l3o.p' OX3 'M OF `1``~1 IGN 31y'` ~1~• \wC P! P~ Q ~ a N ~ © L y c r~~ ur., s`t~-N s tT~ x ~n ►voT ~-d-t,0~~-e-T oiL LI. 2 zs' , 32 ' z _ qq•5 @rL aq - au~'TOr~ oe t3M ZItZ to F3.5 3 \ gLWU t3uB tb UE -)'i lZf,57 -4S' Ft~.ut-1 "nukj% - - a6-3t$ '4141, '521 s '71 S y z s_ W S M o0 5~ b CST Signature Date Signe Telephone No. CST # Parcel 022-1059-50-000 02/29/2008 04:15 PM PAGE 10F1 Alt. Parcel 21.28.18.323B 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner %DAVIS LINCOLN S & FLYGARE SUSAN D O - 2004 DAVIS FAMILY FARM IRREVOCABLE TRUST 2004 DAVIS FAMILY FARM IRREVOCABLE TRUST 5322 RUSSELL AVE S MINNEAPOLIS MN 55410 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1150 RIVER DR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 4.800 Plat: N/A-NOT AVAILABLE SEC 21 T28N R18W PT SW NE BEING LOT 1 Block/Condo Bldg: CSM 12/3260 4.80 AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 21-28N-18W Notes: Parcel History: Date Doc # Vol/Page Type 10/22/2004 777788 2681/160 QC 07/23/1997 853/393 07/23/1997 851/14 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/07/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.800 80,000 0 80,000 NO Totals for 2008: General Property 4.800 80,000 0 80,0000 Woodland 0.000 0 Totals for 2007: General Property 4.800 80,000 0 80,000 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 FILED a C C MAY 2 3 1997 ► Z KATHLEEN H. WALSH 9 MAY 2 9 1997 Register of Deeds SL Croix Co., WI 559802 ST. CROIX COUNTY ti SURVEYOR'S RECORD CERT IF I ED SURVEY MAP LOCATED IN THE SW 1/4 OF THE NE 1/4 AND IN THE NW 1/4 OF THE SE 1/4 OF SECTION 21, T28N, R 18W, TOWN OF K 1 NN I CK I NN I C, ST. CRO I X CO., W1. N li4 CORNER OFPREPARED FOR JOHN B. DAVIS, JR. SECTION 21. (COUNTY• MONUMENT FOUND). Olc o • UNPLATTED LANDS g gIN 6 KINNICKINNIC 916.8 i2-12-s6 R 1 VER POSITION~dLS S 87 41 I"E 660.53 IN RIVER. NO 324 4' 286-93 NOTE : BEARINGS ARE IRON PIPE SET. ca 373.6 y O REFERENCED TO THE N-S QUARTER LINE. (ASSUMED .Al BEARING). CIAO LOT I o 197 N 4 80 AC S g o 209, 122 S FT. r4 r o cry' c~n PRf'KA N 373 I l "W S 87041' 51"E 307. 55' / POND T If nat rmcY,rdt~d 30 ',bs of 66. 05' 921. rpfov. 3 mite \ E-W QUARTER SECTION LINE ra,', ^ v&f shah be a I B. M. TOP OF I.P. 12-1-9 100 YR. FLOOD ELEV. 925. 5 flu." and void eh ELEV. cn: Q 6 929. 18' garage a z W y house Z: Lu F-' iid~.Ml~a ~ O cry W 2Z O N ~ O 0 to $ <D a ~ > LOT 2 M z: M: V) I °o, 0 23.45 ACR M ti Z m W 1,021,378 S FT. ti 3 a 20.95 AC. E . RiW a N 3 912,625 SO FT. NOTE: THERE SHALL BE A 75' Z, SETBACK FROM THE HIGH WATER c~ I~ co MARK OF THE RIVER AND POND. z ? n' 00 y 6' drivewa ..........HWY. SETBAC LINE 0 664.49 ...........co S 87°52' 4 "E A.~ VER-- 4 I I N 87°5 OI "W 664. 36' SOUT LINE OF THE NW-SE I Q UNPLATTED LANDS I" I B. M. SPIKE IN SOUTH 0/S~~4wo N S 1.14 CORNER PISECTION" EL EV. 937. 14' JAMES M. rU► 21. IRON PPE FOUND EDGE OF BLACKTOP. WEBER Ci VALLEY • ■ I' IRON PIPE FOUND. 3PRIN WIS. t O ■ SET I' X 24' IRON PIPE WEIGHING 1. 13L BS PER LINEAR FOOT. ~A0 300 0 300 600 900 ~IF00'i es; vk-4! ~ GRAPHIC SCALE - FEET SHEET I OF 2 JAMES M. WEBER 6-1804 96-133 THIS INSTRUMENT DRAFTED BY JIM WEBER NELSEN- BERZd LAND SURVEYING DATED S M■w# Vol. 12 Page 3260 IGO 213838 WI r AS 031JV80 1N3Wn211SN1 SI H1 16Zoooz 1 30 1 133HS - - - - - - - - - - - - - - N - 031 b0 LLJ ~ ON I A 3Adn p lYlA 3M-N3S 73N s3wdr -P 23 (VOW Q 'Amway o N m~ Cp • 'w J o jkso~4~~► ;o '.40383H1 N011d1N3S3dd3d 133HU00 d Sl dM GI HI A 1dH1 0NV '09Z£ 39Vd 'SdM A3AHnS 031.4112130 N .40 ZI 3M70A NI 0302100321 ON A3AdnS _ 031.4112130 3H1 .40 S3N17 AIH31Sd3 3H1 SNOW S1NIOd 13S 11dH1 :A.4112130 A9383H 'H0A3AVnS $ W ONd 7 03831 S 10321 '213838 N 83Ndr ' I N 31 b'0 1311830 S , HOA 3A dnS y O ~O h TNnOd 3dI d NOUI • • b, •13S 3d1 d N02I1 OZ X 0 N 3119 ,1 b o18s sv 1038 ,b9 •1 3.9Z,0£o88 S a 40 Q V S I AVO NHOr N ~ N Clu a M cr $ M ° W Q rkR g °f W 'SNOI1dA2/3S80 W31SAS ONI N0111 SOd y ti LL 748079 AS W31SAS 31VNI(721000 dlNnO:) XI0210'1S $ 3Hl Ol 03183ANOO N336 3A VH in cc_ AgHl 3snd038 dM WN19180 h LiJ W0219 839910 SONI HV38 MON V d N ' 1 M ' '00 X 10 HO '1 S 'O I NN I NO I NN I N .40 NWI 'M818 'NOZl '13 NO 11 O3S .40 bi 1 3S 3H1 .40 bi 1 MN 3H1 NI ONY 0/ 1 3N 3H1 .40 0,i1 MS 3H1 NI 031 V00 7 A -3A an s jo dvml ~0z 1 Z NON