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Home My WebLink About026-1076-95-500 ~aT SSUI✓'~'-m,~UDU7f~C. Col~>%i~z.~!'I ~jjD P17W. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 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. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Pleas Date d~ Personal information you provide m be us ors d es (Pricy Law, s. 15.04 (1) (m)). G Z Property Owner Property Location r 6ADD 8 2004 Govt Lot 6'td 1/4 51/4 S o2,~ T 3 Q N R E Property Owner's Mailing Address Ci O! Lot # B10 # Subd. Name or CSM# l '7 (0 7 ( ? 7 7 City Late ❑ City ❑ Vil ge Town Nearest Road New Construction User Residential / Number of bedrooms Code derived design flow rate S-~ GPD ❑ Replacement ❑ Public or commercial - Desscribe: G J r ~Gt/~a=.r~ Flood PlainG~ation if applica ft. Parent material 11-i- General comments T - /~~l S !kL `T and recommendations: % / 74 4!~~Z~ ~O O4"M SGVi~d Boring t / d ~ EA 9 Borin # ❑ pit Ground surface elev..z ft. Depth to limiting factor,7f~ 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 'Eft#2 ®Boring # Boring Pit Ground surface elev. ~G' Zft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f l in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 / ✓l ► f~ 'Ai ' Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 1150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS 130 mg/L CST Name ( Print) Signature CST Number n Address ate Evaluation Conducted Telephone Number 74 M Property Owner Parcel ID # Page of ® Boring # Boring ❑ Pit Ground surface elev. LO loft. Depth to limiting factor in. 9W 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 -1c A g 47 AOZ-1 t, 0- 44, r ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Awfication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30:5 150 mg/L • Effluent #2 = BODS 130 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. seo68330 (Ie.ovoo) L ' • f l 4 .4 Soil Test Plot Plan Project Name Tom Krohm Byron Bird Jr. 47 Address 2131 Hy 35 N. Somerset Wi. 54025 Ciil~i #220527 Lot Subdivision Date4/22/2003 -County-ST. CROIX SW 1/4SW 1/4S26 T 30 N/p18 W Township Richmond Boring Q Well PL Property Line# Alt. BM Base of PL Stake P ~eV4.AM ,BM or VRP Assume Elevation 100 ft Top of PL Stake System Ely. T-1=103.1 T-2=100.6 H.R.P. Same as BM Q~tB BM PL 208' 104' 105' 66' 106' 133 B1 100' b6' 30' 50' 133 350' (,BAs1,J&T A -n -b f JAL- -1]0&' ~ 2~ au PL w u G4,, 130th ave Parcel 4026-1076-95-500 04/23/2007 04:17 PAGE 10F 1 Alt. Parcel 26.30.18.402D 026 - TOWN OF RICHMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/23/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - KROHN, THOMAS E THOMAS E KROHN 2131 HWY 35 N SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1314 130TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 28.430 Plat: 4777-CSM 18-4777 026-04 SEC 26 T30N R18W PT SW SW CSM 18-4777 Block/Condo Bldg: LOT 05 LOT 5 (28.43 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 26-30N-18W Notes: Parcel History: Date Doc # Vol/Page Type 06/23/2004 766741 18/4777 CSM 07/23/1997 992/328 WD 07/23/1997 955/556 07/23/1997 780/348 more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/20/2005 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 28.430 42,600 0 42,600 NO Totals for 2007: General Property 28.430 42,600 0 42,600 Woodland 0.000 0 0 Totals for 2006: General Property 28.430 42,600 0 42,600 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 CER CEIVED TIFIED SURVEY MAP LOCATED IN PART OF THE SW1/4 OF THE SW1/4 AND PART APR O 7 2UNT OF THE SE1/4 OF THE SW1/4 OF SECTION 26, T30N, R18W, ST. C ING COUNTY TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN. ZONING OFFICE PREPARED FOR: TOM KROHN 2131 HIGHWAY 35 SOMERSET, Wl. 54025 2.16 ACRES (93,8699 SO. FT.) TOTAL AREA SURVEYOR: 2.00 ACRES (87,120 SQ. FT.) EXCLUDING R/W THOMAS M. HEAL' LOT 5 S & N LAND SURVEYING, INC. 28.43 ACRES (1,238,372 SQ. FT.) TOTAL AREA 2920 ENLOE STREET 27.75 ACRES (1,208,776 SQ. FT.) EXCLUDING RAN HUDSON, WI 54016 BEARINGS ARE REFERENCED TO THE WEST LINE OF THE SWIM OF SECTION 26, ASSUMED TO BEAR N00°SSUMW NORTH LINE OF THE SW 1/4 SCALE: OF THE SW1/4 OF SEC. 26 I?NN~1-AT1'F~D P-_ NORTH LINE OF THESE 6 1 250' I I OF THE SW7/4 OF SEC. 26 S89°52'33"E 87.26' i 0 250 500 Ti so I I*i M h 3 _LOT 2 CSM o I W 1/4 CORNER _ VOL_91PG 2486_ o OF SECTION 26 u I O O Z i _ S89°52'38"E 379.70' I o S89°52'38"E 3355 00' p LO OD I- N rMl"I1 W YD?I. 1031 V I 3; a LL ~~~QZ1 w N ! -I I ~ o of y M OI oil al al N 3 I ~D 101 O j N ^ O I I 3 S89.49'55"E p S !i 0 210.00' Z g z O I Z J I W----~-p LOT® 8 r~ 3 VO Q110 Z $ g _ 9,_PG 2673_ t _ YD2I. LU.33. ._Q. 20- 2L FENCE .4 SETBACK LINE SW CORNER OF ENCROACHES 8't 889°43'46"E 1161.45' $ SECTION 26 210.00' S S CORNER 111 355.00' 951.45' 32.34' 31 96' OF SECTION 28 ~N. 210.00' 30.28' 1090.24' T 951.31' N89°49'55"W 1161.31' --~''t' B d.E~E~D S89'49'55"E 2606.55 L--SOUTH LINE OF THE SW 1/4 OF SEC. 26 Oj~ry'' ® SET SURVEY MARKER NAIL ' ' .t 0 FOUND 1" OUTSIDE DIAMETER IRON PIPE y ~f I O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER THO% LINEAR FOOT • • • • • SETBACK - ® SOIL BORINGS 2546 ~ HUDSON, Q• WI DRAFTED BY: WES ANDERSON A 6 " j/O PROJECT# 6418-01 DATE: 4/12/04 REVISED: 4/21/04 SHEET 1 OF 2 SHEETS '''~~~''~~►Iia U Rv+„`°`~~~~~ 1111111 r 1 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1/4 OF THE SW1/4 AND PART OF THE SE1/4 OF THE SW1/4 OF SECTION 26, T30N, R18W, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: NOTE: NO BUILDINGS ARE ALLOWED TOM KROHN WITHIN THE DRAINAGE EASEMENT. THE 2131 HIGHWAY 35 NATURAL FLOW OF STORM WATER SHALL SOMERSET, WI. 54025 NOT BE IMPEDED. ' SURVEYOR: LOT 4 DOUGLAS J. ZAHLER 2.16 ACRES (93,869 SQ. FT.) TOTAL AREA S & N LAND SURVEYING, INC. 2.00 ACRES (87,120 SQ. FT.) EXCLUDING R/W 2920 ENLOE STREET LOT 5 HUDSON, WI 54016 28.43 ACRES (1,238,372 SQ. FT.) TOTAL AREA 27.75 ACRES (1,208,776 SQ. FT.) EXCLUDING R/W BEARINGS ARE REFERENCED TO THE WEST LINE OF THE SWIM OF SECTION 26, ASSUMED TO BEAR " NORTH LINE OF THE SW 1/4 _ _ NORTH LINE OF THESE 1/4 N00008'1 8W OF THE SW1/4 OF SEC. 26 OF THE SW1/4 OF SEC. 26 SCALE: 1250' I S8905233"E 87.26 250 500 " in pF W/So w ~ O M AV.- D ysp In co OUGLAS J. Z 3 " _L_O_T_ _2 _C_SM_ _ o W 1/4 CORNER -YqL. 9-1PC-' 2486- O OF SECTION 26 ° O O z App OB 3 E R k' Aes S89052'38"E 379.70' N?-~ ^ sTFF<~S I S89°52'38"E 355.00'_ \F3p~ 8j60*' O+I ~ M I LOT 5 rn OI a \ ~ 3 MI al w w APPROXIMATEE YDI M31 LV=960.0t*" \SS) ^ C~IO`~ LL~ZQ2~ wQ \ro M OI~I u~ o M t \ ip 01 O \9a~ o >1 M et o ~ q R4iiyq F Q I \4'' o N I co ~ y n a G SAS \ O co 3 S89°49'55"E F/(1~CN \ IA o I LL co 210.00' o T zz 8 Z O At SBO-i3' 4~ --,02-42, Z w - - - - O LOT 4 8 191.15 gppRo~~ \ eo9~ A EZ Vr \ I M f J Z :tA In 9 s~so* '9a v _LOT I CSM $ ` N83.38'2= VOL. 9 PG 2673 YOL. M31 . -4 SETBACK LINE 2 Y'Zc~ FENCE $ . ~ . VolL75. ~~Z, Z ENCROACHES 8't q S 1/4 CORNER SW CORNER OF S89.43'46"E 1161.45' OF SECTION 26 SECTION 28 210.00' 951.45' -MNUEJ 355.00' 32.34' ' 210.00'- 951.31' 1090.24' ~i i N89°49'55"W 1161.31' -'T - LEGEND -_S89°49'55"E 2606.55' SOUTH LINE OF THE SW 1/4 OF SEC. 26 0 SET SURVEY MARKER NAIL ry 0 FOUND 1" OUTSIDE DIAMETER IRON PIPE APPROVED 0 SET 1" OUTSIDE DIAMETER BY 18" LONG ST. CROIX COUNTY IRON PIPE, WEIGHING 1.13 LBS. PER PWW y Zonhig and Parks C4nmM4# LINEAR FOOT SETBACK JUN 2 12004 ® SOIL BORINGS t;~P DRAINAGE DIRECTION ARROWS If not faded Widgn 36 days of sW be SPPVJA DRAFTED BY: WES ANDERSON iM~Wd y PROJECT#6418-01 DATE: 4/12/04 REVISED: 6116/04 SHEET 1 OF 2 SHEETS