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Home My WebLink About040-1105-70-010 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Ws. 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. en 1n percent slope,scale or dimensions,north arrow,and location and distance to nearest road. _ 0 Please print all ir►formation. Rev' wed b ', __ Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ' ��/ Property Owner Property Location G ■ VALLEY LAND CO.INV.PARTNERSHIP,LLC. Govt.Lot ----SW 1/4 NW 1/4 S 27 T 28 N R 1�! E�(or)El Property Owner's Mailing Address Lot# Block# Subd.Name&CSM# Z 3 `J 2 526 Troy 2 -- ) J City State Zip Code Phone Number ity Village ■ Town Nearest Road r,— River Falls, WI 1 54022 ( ) NK Bjerstad Lane El New Construction UseE] Residential/Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD Replacement Public or commercial-Describe: Parent material outwash Flood Plain elevation if applicable WA ft. General comments Mound System--0.50 ft. fill--0.6 loading rate ° and recommendations: .sand 8❑ Boring# �❑ Boring L'1 Pit Ground surface elev. 916.69 ft. Depth to limiting factor 43 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-21 7.5YR2.5/1 sil 2fgr&sbk mvfr as 2vf-m 0.6 0.8 2 21-28 7.5YR2/5/2 - sil 2fabk mf- cs lvf-m 0.6 0.8 3 28-43 10YR3/4 sil 2fsbk mfr as lvf-f 0.6 0.8 4 fl 44-60 10YR4/4 m2d 10YR4/6&10YR6/1 sil lm r mfr as -- 0.4c 0.6 5 60-70 10YR4/4 c2d 10YR4/6&10YR6/1 fsl Om mfr -- -- 0.2 0.5 Boring# Boring 918.76 30 F91 Q 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 1 0-15 7.5YR2.5/1 1 3fgr&sbk mvfr as 2vf-f 0.6 1.0 2 15-24 10YR3/3 - sil 2fgr&sbk mfr cs 1 of-m 0.6 0.8 3 24-30 10YR4/4 - sil 2fsbk mfr cw 1 of-f 0.6 0.8 4 30-41 10YR4/4 Of 10YR3/4&10YR6/1 sil lfsbk mfr aw lvf-f 0.4c 0.6 5 41-55 7.5YR4/4 t2f7.5YR4/6 vfsl lmsbk mvfr -- -- 0.2 0.6 *Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L •Effluent#2=B005:5 30 mg/L and TSS<30 mg/L CST Name(Please Print) ure CST Number Mary Jo Hollister Hollister's Soil Testing&Design) 224832 Address , Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 02- 13-07(revised 04-02-07) (715) 426- 1775 Property Owner Valley Land Co.Inv.(Lot 2) Parcel ID# (Pending) Page 2 of 3 P 10 Boring# Boring 917'82 44 ❑ ft Pit Ground surface elev. . 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 0-24 7.5YR2.5/1 -- sil 2fgr&sbk mvfr cs 2vf-m 0.6 0.8 2 24-36 7 5YR3/2 -- sil 1 fpr mfr cw lvf-m 0.4c 0.6 3 36-44 7.5YR3/3 __ sil 2fabk mfr as lvf-f 0.6 0.8 4 44-57 7.5YR3/3 clf 7.5YR4/4 sil lfabk mfr as -- 0.4c 0.6 5 57-63 7.5YR4/4 f2ff2f 7_5YR4/6 &I Om mfr -- -- 0.2 0.5 El Boring 11 Boring# 918.50 Pit Ground surface elev. ft. Depth to limiting factor 32 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 1 0-20 10YR2/1 -- sil 2fgr&sbk mvfr as 2vf-m 0.6 0.8 2 20-32 sicl 2fsbk mfr -- -- 0.4 0.6 F-1 Boring# S Boring Pit Ground surface elev. ft. Depth to liming 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. *Ef1#1 *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mgA- *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-8330rest(R.07/00) 04-w--OTe 3 of 3 MARY JO HOLUSTER CST — Uc. #LL4/f�— VM75 690TH AYE. f ��}C-^ IdL I" ' RIVER FALLS, W 54022 vol—A L° 9 2100 ptL # 715-426-1775 SYKORA LANE VALLEY LAND CO. INV. PARTNERSFP. —•- lot urr• SW 1/4 ®F YK NW 1/4 OF SOON 27, P2iN� /� Ml RIBW. TOWN OF 7ROY. ST_ CROIX COUNTY, VASCONSIN. i Iasi SOIL BORING SCALE IN FEET I' = 40' B NCHMARK=TOP CAP m ----------w..o.=--------- , SrliFJlPilIFJIA�o 40 0 40 84,36 918.7 LO i • 91W7.8 916.69 916.88 ZN1 0 � M 1 OnA°n>Ar ICnm O • 4rS1A�i�mn ,�, a(A 0nA0-0 O g=m�= D �Dm ni C GCO'� >g > r"5A ng m o� i� mz m �Z <<Z"2>�r n .\N<mi2 > N°g �"p; aOp; Opgg _ cm)9m o m Z j+Di r� fn'10 to OC AC ACC 0 >�ArCrA�1n p _ > Azm Z-i �•� mz S�r�'IA�C gg Z THE EAST-WEST t/4 LINE OF r n v •o LA 44 A c n c >z SECTION 27 BEARS N89'2t'28"E AS m m � i m> m m m ; �^ =m i rmrl REFERENCED TO THE ST. CROIX > A• i gg HD $y- ti COUNTY COORDINATE SYSTEM CA m O ~2m SSOUm°A O n mr:AU � O 2Ni O rq rn c N 0 r r r r VC 00000 0 non n o n o o o n z A OJ X001 A V O:U A G N-� C C •/ n N G a r m --f r- VA t� rn �. CJ\ pp nU Q D O ZO Ira.�\•. `., NO 0 N VO�Or 010101001 V GN V Gr A D O W U+1 001000000001 a a10 �OW 10 V 1 r V N p pp pp N N OU.1°0i p O A U1 i.•S SL\, �( ,� C U ° O�SOS OOOO� 10p-:p- �Z a V IJ a 0 A A a > n -� `� 1 �♦ ,`� - } W O G O V v �(P a N c! 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O N 4 v� N U 0 D 0 D N 01 O a V y t T I O�VU A V 10N U01O 10 3 4:ZALA�dt:�nSt�� i o p{�1 y. f Oit S` W OD 40 11 A1DbNOD W OD 0� W � � • A s •x-23' ~23 '�t s! \Cb)'d Ir :.... N y..i :..r................... S`s NOO'19'09"E ------------- Nolo C rSlrna a;a 625.72' 47.55'•`.•• ijuF']�l�5f�'L® g zp x a m e o$3 EAST LINE OF THE SWt/4 OF \ \ �� A r 4 C 'Ip A>� 3 N �•0. THE NWi/4 (CITY OF RIVER \\ \---•------- a AV •A $� FALLS MORATORIUM LINE) ` AT ------------ _ •n 1 + ~z O l�\ Z N < Q �V SHEET 1 OF 4 Z \IVTJI n �nn �J Parcel #: 040-1105-70-010 04/10/2008 09:32 AM PAGE 1 OF 1 Alt. Parcel#: 27.28.19.422A-02 040-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): 0=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 ' 156 BJERSTEDT CT SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.289 Plat: 5463-CSM 23-5463 040-07 SEC 27 T28N R19W PT SW NW CSM 23-5463 Block/Condo Bldg: LOT 02 LOT 2 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 M 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 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code county ST.CROIX Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 1n percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for s!E2n#qMP acy La ,s.15.04(1)(m)). � Property Owner Property Location VALLEY LAND CO.INV.�RTNERSWP,LLC. SW 27 28 N R 18 E(r❑W Govt.Lot ---- 1/4 NW 1/4 S T ( ) Property Owner's Mailing Address A Lot# Block# Subd.Name or CSM# �tll 526 TroA 2 -- (Pending) City State Zip Code P ity []MIlage Town Nearest Road River Falls, WI 1 54022 ( Bjerstad Lane Q New Construction UseE] Residential/Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD []Replacement Public or commercial-Describe: Parent mataPlal otttwash FloW Plain WwaN®n if applioaft #{ : General comments Mound System--0.50 ft.sand fill and recommendations: 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. 8 Boring# 11 Boring ❑ a pit Ground surface elev. 916.69 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 0-21 7.5YR2.5/1 - -- -- -- as 2vf-m -- -- 2 21-28 7.5YR2/5/2 sil 2fabk m0' cs lvf-m 0.6 0.8 3 28-43 10YR3/4 sil 2fsbk mfr as lvf-f 0.6 0.8 4 44-60 10YR4/4 m2d 10YR4/6&l0YR6/1 sil Im r mfr as -- 0.4c 0.6 5 60-70 10YR4/4 c2d 10YR4/6&l0YR6/1 fsl Om mfr -- -- 0.2 0.5 (22"frost) ❑9 Boring# Boring 918.76 30 0 Pit Ground surface elev. ft. Depth to liming 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 I 0-15 7.5YR2.5/1 -- -- -- as 2vf-f -- -- 2 15-24 10YR3/3 -- -- -- cs lvf-m -- -- 3 24-30 10YR4/4 — sil 2fsbk mfr cw lvf-f 0.6 0.8 4 30-41 10YR4/4 Of 10YR3/4&10YR6/1 sil Ifsbk mfr aw lvf-f 0.4c 0.6 5 41-55 7.5YR4/4 f2f7.5YR4/6 vfsl lmsbk mvfr -- -- 0.2 0.6 (24"frost) Effluent#1 =500,;o 30 1220 mWL and TSS?30<150 nV& "Effluent#2=BOD 3 30 mg&and TSS 5 30 nvIL CST Name(Please Print) I ature CST Number M Jo Hollister Hollister's Soil Testing&Desi n 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 02- 13-07 (715) 426- 1775 Property Owner Valley Land Co.Inv.(Lot 2) Parcel ID# (Pending) Page 2 of 3 FolBoring# 11 Boring Q Pit Ground surface elev. 917.82 ft. Depth to limiting factor 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell tau.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-24 7.5YR2.5/1 -- -- -- -- es 2vf--111 -- -- 2 24-36 7 5YR3/2 _ sil 1 fpr mfr cw lvf-m 0.4c 0.6 3 36-44 7.5YR3/3 -- sil 2fabk mfr as lvf-f 0.6 0.8 4 44-57 7.5YR3/3 cIf7.5YR4/4 sil Ifabk mfr as -- 0.4c 0.6 5 57-63 7.5YR4/4 f2f 7.5YR4/6 fsl Otn mfr -- -- 0.2 0.5 (24"frost) [--I I I T F-1 Boring# Boring a Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication 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. Soil lication 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-8330 rMt(R.07/00) Page 3 of 3 MARY JO HOWSTER CST - Lic. /ZZ-gy5-z- 9 C.S.N.mi 690TH AVE. N RIVER 75FALLS, VA 54022 ph. # 715-426-1775 SYKORA LANE �� VALLEY LAND CO. INV. PARTNERSHIP, LLC. Lot # -- PROPOSED CSM ISW 1/4 OF THIC NW 1/4 OF KC110N 27, f;l I • / `** R18W, TOWN OF TROY. ST. CROIX COUNTY, —' �� MASCONSIN. SOIL BORING SCALE IN FEET 1. = W. ---- - / `-------------wear: --------� BENCHMARK: OF SfR6WHERQ� 40 0 40 GVXAAQ0 S"RF*eAE I 24, 36 918. 7 LO 917.82 916,69. 916.28 OUT