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HomeMy WebLinkAbout040-1314-03-010 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page Idd of 3 Division of Safety and Buildings in accordance with Cbram 31)f Aom. Code County ST.CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal referencq$oint(BMI,direction and Parma I.D. 040- 1314-03-010 6%3 percent slope,scale or dimensions,north arrow,and location and dis an+4�0�nearest road. Please print all information. Re ewed b Date Personal information you provide may be used for secondary purposes(Privacy La�i.,45.04(1)(m)). I S �3 Property Owner Property Location ❑ El CHAD T.&PAULA B.MULHOLLAM Govt.Lot ----SE 1/4 SW 1/4 S 33 T 28 N R 19 E(or)W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# R t o T 'S 317 W.Pine Street 5 -- C M 24-5729 City State Zip Code Phone Number ity Village ■ Town Nearest Road River Falls, WI 1 54022 1 ( 715) 821 -9910 /9 Serenity Court 1 Troy E] New Construction LlseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable General comments Mound System--0.50 8.sand fill--0.6 loading rate and recommendations: c ��c t� ,ViE=staed. � To be designed after dwelli Boring# 0 Boring Pit Ground surface elev. 96.50 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. I *Eff#1 *Eff#2 1 0-13 10YR3/3 sil 3f-msbk ds as 2vf-m 0.6 0.8 2 13-19 10YR3/6 sil 2f-mabk dsh as 2vf-f 0.6 0.8 3 19-29 7.5YR4/6 is Osg dl cw Ivf-m 0.7 1.6 4 29-36 7.5YR4/6 scl Ifabk mfr cw lvf-f 0.2 0.3 36-lsbr F Boring# Q Boring ing 99.50 36 ■ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10YR3/3 sil 3f-ma&sbk ds as 2vf-m 0.6 0.8 2 10-19 10YR3/4 sil 2f-mabk dsh as 2vf-f 0.6 0.8 3 19-36 7.5YR4/6 s Osg dl cam' lvf-m 0.7 1.6 4 36-46 7.5YR4/6 t2f 7.5YR5/6 sl Om mfr -- -- 0.2 0.6 Horizons 3& 4 have some gr. *Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD _<30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig CST Number MARY JO HUPPERT Hollister's Soil Testing&Desi 224832 Address ate Evaluation CoddLAed Telephone Number W9875 690th Avenue, River Falls,W1 54022 09-24- 13 715-426-1775 I Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner 64AD r. � 04u.t-a n� L 1-101-i—A M I" = 40 ft Legal Description ivr + (except where noted) �y �F 7H� .5W`�4 .53- TZ94 �i�t�J, ��� ©� b = Backhoe pat s;m AM65 - ' North i Vo,` v q' VOY d qq S 6 z 17,60' �'IZtiPo.�.l5 bvJ'�NG. d � ZMAKtt, Site L cation: ° _r. �- � �,.gyp o����➢ � � b few ioo 0 a ��--N u WIS 1AIIIIIIIIIIIIIIIIIIIII p(�UdLAS J. `ry 8 0 0 6 3 7 2 I`!AHLER * 2 1 '±;t 7x:4004964 �r ti �S; �PF 922032 BETH PABST UR CRc)tiY'R0"GGvO REGISTER OF DEEDS CERTIFIED SURVEY J6 ST. CROIX CO., wI LOCATED IN PART OF THE NW 1/4 OF THE SW 1/4. PART OF THE SE 1/4 RECEIVED FOR RECORD OF THE SW 1/4 AND PART OF THE NE1/4 OF THE SW1/4 OF SECTION 33, 09/03/2010 3:52 PM T2$N. R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN, BEING LOTS 1 EXEMPT #: N/A AND 3 OF THE PLAT OF SERENITY MEADOWS. REC FEE: 30.00 PREPARED FOR: SURVEYOR: PAGES: 2 AMON CLAY DOUG ZAHLER 20;SERENITY COURT S do N LAND SURVEYING RIVER FALLS, WI 54022 2920 ENLOE ST. SUITE 101 THIS CERTIFIED SURVEY MAP WAS PREPARED PURSUANT TO HUDSON, WI 54016 CHAPTER 236.45(2)(a)3 OF THE WISCONSIN STATUTES AND CHAPTER 13.1B.3.a.3) OF THE ST. CROIX COUNTY LAND USE ORDINANCE. THIS IS A RE-ARRANGEMENT OF LOT LINES. NO CURVE DATA TABLE (1ENG7HS ARE/N FEET) ADDITIONAL LOTS ARE BEING CREATED. Na. Radius Len th Central An le Chord Bearinc lChord Length Arc Length Tan ent In Tan ent Out C7: 167.00 54'11'00' N27'17'23'E 152.11 157.93 SOO'11'S3'W S5422'53'W C2 317.00 42'10'44' N7528'1 5E 228.13 233.36 S54'22'53'W N8326'23'W C3 157.00 48'12'26' S24'10'23'E 136.40 140.51 N48'16'36'W NOO'04'10'W C4 317.00 08'05'28' N58'25'37E 44.73 44.77 C5 317.00 34'05'17' N79'30'59'E 185.83 188.60 C6 80.00 4858'09' N0948'22.5'W 66.31 68.37 N1 4'40'42'E N34-17'27W C7 80.00 52'14'33' S01'09'55.5'E 70.44 72.95 $24'57'21'W S27'17'12'E C8 80.00 20'05'22' S17'14'31'E 127.91 28.05 S27-17'1 2"E S07'11'50'E UNPLATTED LANDS --S89'50'43'E 5297.27'--- 661.98' 2649_33' L 589'S0'43'E 1985.95' A N ST 114 L/NE � . ...........E.............W...::..E37...: ....................................... } >/ ---- h W714 CORNER WI' E114 CORNER. DRAINAGE `SEC7701V 33 5?<cnON 33 LEGEND EASEMENT /.' r' .r w N !g FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 1' OUTSIDE • DIAMETER IRON PIPE FOUND 2-3/8' OUTSIDE 4� ( ' LOT 6 N Z DIAMETER IRON PIPE ro e 2,669,151 SO. FT. p IBS SET 1-1/4' OUTSIDE DIAMETER BY I 61.275 ACRES 12g 0 18 LONG IRON PIPE, WEIGHING 1.68 CD LB$. PER LINEAR FOOT SA LOT dl_ 21 j I NOTE:-CONSULT PLAT OF �►� I '� f SERENITY MEADOWS FOR \ �[(�[��� MISAD®'WS Z ADDITIONAL INFORMATION -------------------------- I i� • ILL PERTAINING TO DRAINAGE \ ZI SEPDC TANK EASEMENT. ®® ' \� �`. - �' ` O� y � s BUILDING S£78ACK O/wIVf7EZD (50'UNLESS 07H£RWISE SHOWN .` yp --- I ...............�.\ 301.04' Fes. S89-40.21-W Fj58.92 Z E�h�. 9 1 LOT2 $ c1 f '� ti N8954'19'W 492.61' 1 .N LOT 5 N 'Al LOT 33 - "8 6 I :r3 217 aoo so. Ft c d w Gm =+o ' 5.000 ACRES rn p � { \, :c C�lfg�®®-Mn7�, "ii off/ �j i yam. I y. f gig DRIVEWAY COVENANT i j RECORDED AS Doc. y NO. 793136 -------- 1 ys.• i � 1D•�►�` i C5 DR/VEWA Y EASEMOV I 0.7.__ -rn C ` FOR LOT 3 (NOW LOT » I ®1�4L®� / ----° 5) PER PLAT OF SCALE IN FEET 1 = 300 OUTLOT 2 ----- I SERENITY MEADOWS: 1 II r---------_ ---11 COVENANT FILED AS 300 0 300 I i DOC NO. 793137 THIS INSTRUMENT DRAFTED BY: DOUG ZAHLER JOB NO. 6990-001 DATE: 08/31/2010 SHEET 1 OF 2 1 of 2 Vol. 24 Page 5729 va Parcel #: 040-1314-03-010 11/15/2013 01:04 PM PAGE 1 OF 1 Alt. Parcel#: 33.28.19.2053A 040-TOWN OF TROY Current OX ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 09/03/2010 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner 0-MULHOLLAM, CHAD T& PAULA B CHAD T& PAULA B MULHOLLAM 317 W PINE RIVER FALLS WI 54022 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description 19 SERENITY CT SC 4893 SCH DIST RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.000 Plat: 5729-CSM 24-5729 040-010 SEC 33 T28N R19W PTS NE SW&SE SW FKA Block/Condo Bldg: LOT 05 SERENITY MEADOWS LOT 3 BEING CSM 24-5729 LOT 5(5 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 33-28N-19W NE SW 33-28N-19W SE SW Notes: Parcel History: 040-1314-03(2053)&040-1314-01 (2051) Date Doc# Vol/Page Type WERE RETIRED TO CREATE CSM 24-5729. LOT 10/26/2010 925473 WD 5 IS 040-1314-03-010(2053A)&LOT 6 IS 09/03/2010 922032 24/5729 CSM 040-131-03-050(2053B). NO REMAINDERS 05/27/2005 796051 2810/175 WD 05/04/2005 793991 2796/096 WD more 2013 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 08/18/2011 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.500 44,300 0 44,300 NO AGRICULTURAL G4 2.500 600 0 600 NO Totals for 2013: General Property 5.000 44,900 0 44,900 Woodland 0.000 0 0 Totals for 2012: General Property 5.000 44,900 0 44,900 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