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HomeMy WebLinkAbout022-1065-10-200 (2) Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations -Division of Safety & Buildings in accoid with '83.05_ Code COUNTY Attac h complete site plan on paper not less than 81/2 x n Oze.Plan must incut not limited to vertical and horizontal reference point {BMaraf of slope, scalPARCEL LD. # dimensioned, north arrow, and location and distance to il,, APPLICANT INFORMATION-PLEASE PRINT AL ATION LL REVI DATE / 3 Q~ PROPERTY OWNER: PROP L TI N ptV l D 131UD St~J~ { ~`T'~'{Z ' 691~F to 114 NE 1/4,S Z3 T Z 8 N,R IS E ( W PROPERTY OWNER'.S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER "[-]CITY EIVILLAGE OrOWN NEAREST ROAD PzQ_:S qM 11i I SVuzl IS) z6z_ solz ~c~►.~iv1c~IIJNic IN* 10 Utp R%125T pQ New Construction Use [x] Residential /Number of bedrooms [ ] ddikIn to existing building j ] Replacement Public or commercial describe g Code derived daily b O O 9Pd Recommended design loliding rate ° • 36 bed 9P~2 ` trenctf Absorption area required Soo bed ft2 S o o trench 112 Maximum design loading rate o. S bed, 9pd/ft2 0.6 trench, gpdt t2 Recommended infiltration surface elevation(s) °t 8 ft (as referred to site plan benchmark) -S'/' Additional design/ site considerations Wloyty~ w/ G' x8y' BQ, "J J. t1 Cr SAMi ~ LL_ Ceh6 M4 Parent material w k\ cL . C FMIE JTIg~, S f~►~S1til~1L Flood plain elevation, if applicable m • A. ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem O S O U 0,( O U S ®U E S U O S Iz U O S ~1 t SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Lerch 1S 1T5 ~R .'<:tkvme Z Ll 3 O ~1(Z 3/6 - `~S l CSbk Yli V~1- C S ~ o. S o. Ground 3 34- l 0 R 6l e S L4 2 s/ ~S Ow, v' elev. ft. I.v (k` L y °Z_~ S hJ I tV pL Depth to limiting factor LI 3 Remarks: Boring # QM V__ 3 2. S 4 `FS b k wt v'FF CA- z Z 3110- 3110 _ 'ts 1 c56 t wv+i,_ ~s s u.6 - '3Y jz6L Ground elev. 3 w *VZ L C V >v ` I V3 L q5.5 fL Depth to limiting factor 1.4 Remarks: TName:-Please Print Arthur L. We erer Pine 715-425-0165 Y gerer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022 e Signature: Date: CST Number: ~j5-3V3 - Z ll- L7 _9S M00576 PROPERTY OWNER C~ R.S SOIL DESCRIPTION REPORT Page ~uf 3' PARCEL I.D. # ` Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bauicfary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends .r S 1 S b h wt v ass - o. o- ~ ~ 1 ~-3 1n~~31Z 2 3-3~ o cz V/3 s l C-S blT v I.. Ground 3 3~-SS o ~-c tZ 6l6 c _ S R 5/8 S O elev. 0 ft. w ~zl C S b S c1 ~f ' Depth to limiting factor ► . i Remarks: Boring # i Ground elev. ft Depth to limiting factor I s Remarks: Boring # i Ground elev. i ft. Depth to limiting factor Remarks: Boring # i Ground elev. ft. I Depth to limiting factor Remarks: SRD-9390(R 05/9P) • PLOT PLAN Page 3 of 3 ~y SCALE 1"= yp ' 1 lz~h o ~eT ~nw Pf rcT )QV, 777~~~ WLOis t6 , r ~ _ _ _ aa N >!O CLOL9 `81.1-~L10o•p ION -7~!}1Gt'f~ - 3jyyDiH- PUC PtpF L-/G&7N I ~ U) vil I 1 I 0 N~ = d N" U S F 'Za @ l T _L tTA-3 T" -LS _ ~RU w) wi ~v>~i 4 Ste, `t ~tigvt~~Iiv G W Lto,l ~I C~ b S Z- 90' oRlz R.DkD j 11- 2~-q5 (715 ) 4L-0169 _ M00576 CST Signature Date Signed Telephone No. CST # Parcel 022-1065-10-200 04i16i2007 11:30 AM PAGE 1 OF 1 Alt. Parcel 23.28.18.353B 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 O - SOMMERS, MARC & SHEILA MARC & SHEILA SOMMERS 1096 GOLDEN OAKS LN HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH IW Legal Description: Acres: 5.000 Plat: 3118-CSM 11/3118 SEC 23 T28N R18W PT NE NE BEING LOT 2 Block/Condo Bldg: LOT 2 CSM 11!3118 EXC TN RD-1277/78 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 23-28N-18W Notes: Parcel History: Date Doc # Vol/Page Type 07/16/2004 768945 2617/548 WD 07/23/1997 1201/226 WD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/11/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 80,000 0 80,000 NO Totals for 2007: General Property 5.000 80,000 0 80,000 Woodland 0.000 0 0 Totals for 2006: General Property 5.000 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 XA JUN N 61996 Z Sr Dister o/ p Croix 0 edssH s JUL f 7 1996 WI ~ ~ 59 5 f ° S.QROIX _ CERTIFIED SURVEY MAP LOCATED IN THE NE-NE OF SECTION 23, T28N, R18W, TOWN OF KINNICKINNIC, ST.CROIX CO., W1. I PREPARED FOR: DAVE PETERS NE CORNER OF SECTIN 23. . Q. N P.I, A TT E D J_ AN D.S. ( COUNTY MONUMENT I ' NORTH LINE OF THE NE-NE FOUND) _ S 89°26' r 'E 678.63' iE NOTE: BEARINGS ARE 329.4 349.22! REFERENCED TO THE EAST 316. 22' ; 33. 00' LINE OF THE NE 1/4. (RECORD BEARING). 333 HIGHWAY SETBACK I O LINE y ti co 2 O I o LOT 4 ° LOT 1 :10 o 5.02 ACRES w 5.00 ACRES UNPLATTED LAND.. S (218,798 SO. FT.) . (217,585 so.: FT. DI v 4.54 AC. EXC} R/Wr,~ Y rn ( 197, 657 SO.: FT.) I ~0 rn O N 0 3~ AREA OF DEDICATED ROAD rn - 1.80 ACRES I ( 78, 274 S0. FT.) S 69°47 04"E 100', ti HIGHWA SETB CK LINE 91.31 7.. g © 318. 3' 33.20 ° Q 1. 3. J I n At PPROrf ED 307. 5' 83° a., W 535 ~ 9. 8 '6.40='I '4 Q Ail r- - I I 9 io DED ICATF . W r4 ~ 6 , 1 344.58' 33.2 N 69°47' 04"W 307.39' 31 1.38' : W 9l 31 D D 01 $ ST. CROiX •COUNTY m Comprehensive Wansm Zoning a M 2 J~ O °o Narks CoFnn*tee $ LOT 3 o I I UNPLATTED LANDS ° 5.00 ACRES w OT 2 w (217,751 SO. FT.) 5.00 ACRES If nc;f i;k6idw, . " _ - v I ~ -1 (217,765 SO.:FT.) within 30,-da s of rn co 4.50 AC. EXC: R/W approval 4M* ; epproval'i*2411be U ( 196, 185 SO.:FT.) N m I -RA & vciity v o° I rri Lo SOUTH LINE OF THE NE-NE 33 33' ' 309.50' 33.00366. /0' 342. 50' N 89°41' 25' T08. 60' C. S. M. VOL. 5 w$' r. E !i4 CORNER OF SEC. 23 (P. K. VOL. O O NAIL FOUND) cis v . PAG,E... 1.408.. PG. 17 10 a~ 4.001 W O SET I" X 24" IRON PIPE WEIGHING 1.13 • =LBS PER LINEAR FOOT 14m~ r I" IRON PIPE FOUND. : ~p JAMES m. WEBER 200 0 200 400 600 3 S - 1804 SPRING VALLEY WIS. GRAPHIC SCALE - FEET '~~,yq M,,.•'C?~,.~ SHEET / OF 3 95-136 THIS INSTRUMENT DRAFTED BY JIM WEBER JAMES M. 1' i~ NEL SEN-WEBEI7 •LA 111 Y I NG A ev~~ b -ZsJ -gam DATED TH I S L"t-7 DAY OF 4&'-v- 1996. VOL 11 PAGE 3118 DOI t Y. 00 ; [n A 3 ca Q °d_ °o c' _jW ¢w n O O •C" ter, 5 JUN 27.2NI 1 11 D 3 A . ~V a w 2~Q~ MCWKWAM U-U U- L~ oX w 3bC~tcC04VA ~ Z Lx a o u9 ' ~:i i NTY L'Lj W IW- Ix CU W ►`y.' a S~. CR44 COU . ~,a cnp~pv, ! SIDR~L( R'SRt~OR6 ~~cnu r CU 3 CA. QWt- O WUU~-Y CERTIFIED SURVEY MAP LOCATED IN THE NE 114 OF THE NE 114 OF SECTION 23, T. 28N. , R. 18W., TOWN OF K I NN I CK 1 NN I C, ST. CRO I X COUNTY, WISCONSIN UNPL ATTED LANDS NORTHEAST CORNER SECTION 23 - FOUND NORTH LINE OF THE NE-NE--\ ALUMINUM CAP MONUMENT (TO CALC. POSITION) S8902611211 E 640.51' N89°26' 12"W 320.26' 320.25' 678.63' FND. PIPE IS N30° 43' 52' E 0.30' FROM CALC. O z POSITION. o CER T I F l ED LOT 7 m LOT 6 w SURVEY :k 4.62 ACRES 4.48 ACRES v • • • • • • • . y 201,376 S0. FT. 194,934 SO. FT. r; y 0) 1 W ~ I N 2 W N i$ PREPARED FOR: N CY) o MAP , w TONY JAMES C A0 N69047' W r 91.3 m y 310.27': 4 © I m S86° 08' 04"W © i I N :v y rn :n z I w w- o v S69°47' 91.31 8 m I /\6 N OyN'gY I Z VOLUME ll, ' ; m co w I v LOT 5 - APPROVED I 1 4.02 ACRES 0 175,244 SO. FT. m O : I ST. CROIX COUNTY i Z N Planning Zoning and Parks Committee i v N 0 JUN 2 7 2001 i o /1 j au PAGE 31 18, o? if not recorded within 30 days of i approval date approval shall be I null and void 305.531 _ _ _ _ _ _ _ _ _ _ EAST QUARTER CORNER N89°41'25"W 1 SECTION 23 - FOUND SOUTH L INE OF THE NE-NE P. K. NA IL CERT.If.~EQ,•SURVEY••AQAP I CERTIFIED SURVEY, MAP VOLUME PAGE „ 1710 VOL UME 5, PAGE 1408 LEGEND ,~~ultNitrtuup~nh O- SET 1"X24" IRON PIPE WEIGHING ~~SCOIys,~ 1.13 LBS. PER LINEAR FOOT • - FOUND 10 IRON P 1 PE ' BEARINGS REFERENCED TO THE EAST W LINE OF THE NE 1 ,14, SECTION 23. 644 (RECORD BEARING) h~ 1" -200' ` MI Q.•. 60 0 100 200 400 SHEET 1 OF 3 NEi JAMES F,Y 1 NG ~ 99018A THIS INSTRUMENT DRAFTED BY JIM WEBER DATED t T w. VOL. 15 PAGE 4115