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HomeMy WebLinkAbout040-1105-70-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must County ST.CROIX include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 19ZI6 - 0 Please print all information. Re wed Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 67 Property Owner Property Location VALLEY LAND CO.INV.PARTNERSHIP,LLC. 1:1 El Govt.Lot ----SW 1/4 NW 1/4 S 27 T 28 N R 1 E(or)W Property Owner's Mailing Address Lot# Block# Subd.Name or CS&W 3 / 526 Troy 1 __ Il City State Zip Code Phone Number ity Village Town Nearest Road River Falls, WI 54022 ( ) NK Bjerstad L-artle- , El New Construction UseEj Residential/Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD ❑Replacement a Public or commercial-Describe: Parent material outwash Flood Plain elevation if applicable ft. General comments Y and recommendations: Mound System--0.50 ft.sand fill--0.6 loadi rate REC APR 0 3 2007 Boring ST.CRO uljul�11 Fq Boring# 11 a Pit Ground surface elev. 926.20 ft. Depth to limiting factor 45 Soil APDlication 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 I 0-6 10YR2/I sil 2fgr mvfr cb 2vf-m 0.6 0.8 2 6-20 IOYR2/ sil 2fabk mfr as lvf-m 0.6 0.8 20-27 10YR2/2 - sil 2fabk mfr cs Ivf-m 0.6 0.8 4 27-45 7.5YR3/3 sl If--msbk mvfr as Ivf--f 0.4 0.7 5 45-59 7.5YR4/4 c2f 7.5YR4/6 scl Om mfi -- -- 0.0 0.0 6 Boring# ❑ Boring 925.78 36 SPit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-L6 7.5YR2.5/1 sil Mgr&abk mvfr as 2vf-m 0.6 0.8 2 16-19 7.5YR3/3 sil 2 1 mfr cs 0 p l of-m p• 0.8 3 19-30 7.5YR3/3 sil 24 mfr cs lvf-m 0.6 0.8 OF 4 30-36 7.5YR4/3 ? sl Ifsbk mvfr as lvf-f 0.4 0.7 5 1 36-42 7.5YR4/3 f2f 7.5YR4/6 A I fsbk -- __ mvfr 0.4 0.7 *Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) ature CST Number Mary Jo Hollister Hollister's Soil Testin &Desi n 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 02- 13-07(revised 04-02-07) (715) 426- 1775 i Property Owner Valley Land Co.Inv.(Lot 1) Parcel ID# (Pending) Page 2 of 3 ❑ Bo Boring Boring / 0 Pit Ground surface elev. 927.36 ft Depth to limiting factor 43 ✓ 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 0-7 10YR2/1 -- A 2fgr mvfr cb 2vf-m 0.6 0.8 2 7-15 10YR2/1 -- sil 2fabk mfr cs lvf-m 0.6 0.8 3 15-30 7.5YR3/3 __ 1 2fsbk mvfr cs 1 of--m 0.6 0.8 4 30-43 7.5YR4/4 -- sl lfsbk mvfr as lvf-f 0.4 0.7 5 -45 7.5YR4/4 f2f 7.5YR4/6 sl lfsbk mvfr as -- 0.4 0.7 6 45-50 7.5YR3/3 fld 10YR5/6 sl Om mfr -- -- 0.2 0.6 Horizon 6 has some rock fragments gments &sl is a heavy sl. F-1 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 GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 ❑ Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal 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 Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L 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. SM-83307rest(R.07/00) Page 3 of 3 MARY JO HOWSIER CST - Lim /zZy z- W9875 690tH AW- RIVER FALLS, %V 5.1022 ' � Lbw 9 MIL{!I WL # 715-426-1775 6 M 2160 SYKOM LANE IVALLL T WWJ W. MLY. N.R100zg. L.LC �_ / t •' \\ \ Lot /� -- MGM= CSY SW 1/4 OF TW NW 1/4 OF SECTION 27. 728N LO., R18W. TOM OF TROY. ST. CROIX COUNTY. VASCONSIM. i' tart SOIL BORING Low_ SCALE IN FEET 1' = 40' -----r. BENCHMARK--VIP CF XIW-- J:i�Co) 40 0 40 ,x• C'E 1 w - 4.3 1 � 8 i 927 'i LOT 5 { 9 6.20 9 6,31 H x t^ I Om� r ym pz I i • Q .>V >mn (rnA O,^n� ZOn� O t C "• T r y a- c,C �C r ynm•1; ,m, ~ 2 mgpr m0 m-y0z 00 C O<=vz> (/r� Cn O < Nn NOC AN 1`7; g m �N KO�Z>2 > q> f�f -o-, OC Z mmm011mAMO m z D y > AArm _ AZ m Z y Z� Z E 5" ° gg Z THE EAST-WEST 1/4 LINE OF m m 9 Z.p 0 m $ A; m� z y m SECTION 27 BEARS N89'21'2B'E AS > m m Z n 0 t to REFERENCED TO THE ST. CROIX o y A m Z g �^g y' g zp w COUNTY COORDINATE SYSTEM Nr OQ p mz Z000-Oj O; -1xW Zj ytinl+lm�� N V 2C � SxO y: OFr O mmAIn 2y O m y a N O rn 0 0 0 0 o r Q (/� ♦4N - i ``� 01AOm 00000. . .01 1•. •/ N > / 3 C v N�' ami� am 0 Ali to r m v0 i 0 J\ r N u a -Ir D .O U y O NO Op p 2> ;m v UN +I NO O.O10.01 O.TO. V UN v Gr ,ZI > © A U. �. wY :, UO(OA tOG-� V Np0 p0 p0 p0 p0 pO pONNpO U,,003 D D O A/ ',•,�Q $O�000000 Om�00OI�?u 0Z t0 ••' tl\\ ,• OD O G O V V U a D n m •••1 i`5 1J\\ O�\ '. •, OUN VN 1G0• NOO dw O N'O A 0 3 m IA m o a i�.25. •:; �\ tP� •,4� '.,� $v0 WONG�OD�$80$ O O 01. N ti. N iy G m O. N U _ UU y O o rm d 3V40L.L. mrnrn � cetic _ Z\ Z ; ; of\ s f ^' fw("m: CD • V a V.p m X! !J IN VE `•. �'•...:dy01 , �•G tT a U O A.O W N i � j V Sn G Z x4 S y� Yw AZ j,j,. VN m a n C •, ' N�� �0-4 N1/1 O{N/ NOO r > v z Np�G OOJZ ' z 00 � tp 0 0 � N m a co m -�0 ; Oyo �Cp Oyi OyD AZf40yi NUO- >b01 a 7 n�'1 O, O, b 0 U t -4 + + O 1 r•i `'• v r3 v\;, V u 1 6 t r= dd ui c:. i u{ i QDU (D V, O1 d1 V O V NA O. Nu po ao a Uo ,c i®'� oo ,ptruIUy�$mbo" Zm O.� -Q �P,� y U.O>. gi +.O 10 q pUp �fY IS Clq' _ iV��(A} �j GUD iYeoi� N�Z Z Z1/1y Z y Vl yy W OD y 1 ;;w OO 4O U,P v,OUt/,U 0.04 2 a v J.; yi •" �' S\\ i\ � �� UOU VOVN VO.4 top Otj 01; L CDCe� Ndg� 0 � :.... .-i :..k..................._... .,.:::•. si* � �K) y0 to ?tev< N00'19'09-E �------------- vwA. vD� G s 625.72' 47.55 a�_�_IKA" m m Z x LINE OF THE g R A m m EAST E SWl/4 OF \ ` LANDS r a� THE NW1/4 (CITY OF RIVER \\ ----------- N Z 2!- m o t^r $� FALLS MORATORIUM LINE) �p �'{/01 .< -y�o X ` �► l `V'If h'IPR�V'���N�lli:� 0 C= a p r 0 O a _____-- pi y�A • O V A Z 0 1 Nn Z N < ^ n V SHEET 1 OF 4 Z W 1 Parcel #: 040-1105-70-000 04/10/2008 09:32 AM PAGE 1 OF 1 Alt. Parcel#: 27.28.19.422A 040-TOWN OF TROY Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 10/12/2007 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner VALLEY LAND CO INV PARTNERSHIP LLC O-VALLEY LAND CO INV PARTNERSHIP LLC 523 WESTRIDGE CIR RIVER FALLS WI 54022 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description * 154 BJERSTEDT CT SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.445 Plat: 5463-CSM 23-5463 040-07 SEC 27 T28N R19W PT SW NW CSM 23-5463 Block/Condo Bldg: LOT 01 LOT 1 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-28N-19W SW NW Notes: Parcel History: Date Doc# Vol/Page Type 10/12/2007 862274 ARTICLES 10/12/2007 862271 23/5463 CSM 05/01/2006 824048 EZ-CN 06/16/2005 797839 2824/165 WD more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 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 I Wisconsin Department of commerce SOIL EVALUATION REPORT e 1 3 pa Division of Safety and Buildings g of in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must COunty ST.CROIX include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. (Pending) Please print a//information. Re � Date Personal information you provide may be used for secondary puur+poses(Priv 15.04(1)(m)). Property Owner F—C P perty Location t VALLEY LAND CO.INV.PA THE ,LLC. vt.Lot ----SW 1/4 NW 1/q S 27 T 28 N 8 E�(or)❑VV Property Owner's Mailing Address A� ® kZ ��Q Lo # Block# Subd.Name or CSM# 526 Troy 1 -- (Pending) City State Zip Code Nu �r River Falls, ST CT�X COUNTY tiY ��Ilage Town Nearest Road WI 54022 �(Phone ) NK Bjerstad Lane 0 New Con,truation Ute : Reeldonflal/Number of bedmame 3 0r4 Code derived design flow rata 450 or 600 DRD Replacement �■ Public or commercial-Describe: Parent material outwash Flood Plain elevation if applicable NA ft General comments and recommendations: Mound System--0.50 ft.sand fill DUE TO FROZEN SOIL CONDITIONS,THE COUNTY HAS REQUESTED THAT THIS SOIL TESTER VERIFY SOIL STRUCTURE AND TEXTURE BEFORE DESIGN IS COMPLETED TO DETERMINE LOADING RATE. Boring# ❑ Boring Q Pit Ground surface elev. 926.20 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-20 10YR2/1 - cs 2vf-m __ 2 20-27 10YR3/3 sil 2fabk mfr cs lvf-m 0.6 0.8 3 27-45 7.5YR3/3 - sl 1f--msbk rn as l vf-f 0.4 0.7 4 45-59 7.5YR4/4 c2f 7.5YR4/6 SO 0m mfi -- -- 0.0 0.0 FBoring# Boring 925.78 36 ' Pit Ground surface elev. ft. Depth to limiting factor in. Soil Applicati on 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 0-16 7.5YR2.5/1 - cs 2vf-m -- 2 16-19 7.5YR3/3 - -- 2mpl -- cs lvf-m -- -- 3 19-30 7,5YR3/3 - sil 2fsbk mfr cs lvf-m 0.6 0.8 q 30-36 7.5YR4/3 sl Ifsbk mvfr as lvf-f 0.4 0.7 5 36-42 7.5YR4/3 f2f7.5YR4/6 sl lfsbk -- __ mvfr 0.4 0.7 *Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 rng2 and TSS<30 mg/L CST Name(Please Print) S' re CST Number Mary Jo Hollister Hollister's Soil Testing&Design) 224832 Address 4D, aluation Con i 0ed Telephone Number W9875 690th Avenue, River Falls, WI 54022 02- 13-07 (715) 426- 1775 Property Owner Valley Land Co.Inv.(Lot 1) Parcel ID# (Pending) Page 2 of 3 ❑ Boring# Boring Pit Ground surface elev. 927.36 ft Depth to limiting factor 43 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 0-15 10YR2/1 -- -- -- -- cs 2vf-m -- 2 15-30 7 5YR3/3 -- 1 2fsbk mvfr cs lvf-m 0.6 0.8 3 30-43 7.5YR4/4 -- sl lfsbk mvfr as lvf-f 0.4 0.7 4 43-45 7.5YR4/4 f2f 7.5YR4/6 sl lfsbk mvfr as -- 0.4 0.7 5 45-50 7.5YR3/3 fld 10YR5/6 sl Om mfr -- -- 0.2 0.6 orizon 5 has some rock fragments& sl is a heavy sl. ❑ Boring# n Boring MPit 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 Boring# S�artng Pit Ground surface elev. ft. Depth to limiting factor in. So51APplication 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 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L 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. SBD-8330Test(R.07/00) J Page 3 of 3 MARY JO 0TH AVE.IER CST — Uo N uy z- N I ' �r 9i�L�� L IN w�srs a9on� A RIVER FALLS. WI 54022 ph. N 715-426-1775 -------- SYKORA LANG l \ VALLEY LAND CO. INV. PARTNERSHIP, LLC. Lot #--J _ -- PROPOSED M � LW4 SW 1/4 OF THE NW 1/4 OF SECTION 27, T28N R18W, TOVIN OF TROY, ST. CROIX COUNTY, sari VASCONSIN. ® SOIL BORING 1W2 ..I1.. SCALE IN FEET t� = 40' --`—`_"_"_�— ------------ ---------, —T- BENCHMARK—10P Cf : W �CO) 40 0 40 ip < <'E 24.36 c925 8 927, LOT 9 6.20 '79 6,31