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Home My WebLink About042-1005-30-100 (2) RECEIVED I Wis. Dept. of Safety and Profes*i jl & cZ g SOIL EVALUJIX 1 -1 ON IN C d Page / of 3 Division of Safety and Buildings ',S,,~ y4CRO jer nDE lotith SPS 385, Wis. Adm. Code County J Attach complete site ot less than 8 1/2 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. c-_ Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). -2416r Property Owner Property Location Govt. Lot 1/4 j 1/4 S T N R E (oQ Property Owner's Mailing Addr ss Lot # Block # 6a•ar CSM# e'A 36,5y ~--311919 City State Zip Code Phone Number ❑ City Village $tTown Nearest Road ( ) 0 New Construction Use: EA Residential/ Number of bedrooms _ Code derived design flow rate GPD ❑ Replacement / ❑ Public or commercial - Describe: Parent material ~l Flood Plain elevation if applicable ft. General comments and recommendations: Boring F I Boring # ® Pit Ground surface elev. 1&2, 7 ft. Depth to limiting factor ^7"7 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft x in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * ff#1 02 7 ,2 141 X, 1 All -f - , Boring # Boring ® Pit Ground surface elev. 144- ft. Depth to limiting factor Zl~) in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 c _ l a .j 3 6b e s * Efflue ,lk#1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mglL nt #2 = OD < 30 mg/L and TSS < 30 mg/L CST Name ( e Pri Signatur CST Number Address Date Evaluation Conducted Telephone Number _T/ 7 5C5 -71 "kn"9 SBD-8330 (RI 1/11) Property Owner 1:e?n' Parcel ID# Page of Boring ❑ Boring # F] nI Ib pit Ground surface elev..,ZQ,29 ft. Depth to limiting factor ~7 7_ in. Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 *M2 L Q 9,3 IV '7 7 6 73 1-77- lev ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. --f#1 * ff#2 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * ff#1 * ff#2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBD-8330 (R11/11) Property Owner Parcel ID # ~l 6-S-7-7: 3:?) -Page of ❑ Boring # r❑~f Boring ICy Pit Ground surface elev. ft. Depth to limiting factor ~7 7 in. Soil -Application Rate 2 Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * ff#1 * f f#2 / l a .41 ..3 .b L c J 7 3 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * ff#1 * ff#2 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil lication Rate Horizon Depth Dominant Color Redox Description Texture structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 * ff#2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBD-8330 (R1l/11) ii r, - - - - - - - - - - - i : 0 i - - - - I ' ~ aG I i I_ Ar. l _ . - - - - - - - I i I I I I I I i II t - ~ I --i I - - I I ~ I r ~ I i ~ L _ - - I I I I I i ~ I I ~ I , , I ' I : : i EVALUATION REPORT Page of Wisconsin Department of Comm rce RECEIVE®j Division of Safety and Buildings in accordance m 85, Wis. Adm. Code n County Attach complete site plan on p per ns thart~s in size. Plan must include, but not limited to: ve I and horizontal referenBM), direction and Parc el I.D. percent slope, scale or dimen ions,~brt @k"~ '~dld3"distance to nearest road. o~ a - 3CJ-~D7j ZONING, 0 FICE Revie by Date 40 Pie Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 3 6 7 A IJ) Property Owner Property Location Govt. Lot I 1/4 1/4 T_ N R E (orh Property Owner's M 'ling A dress Lot # Block # Subd. Name SI!1# 4 t 1 v/ 11; 111 City S a Zip Code Phone Number ❑ City ❑ Village J Town Nearest Road New Construction Use; Residential / Number of bedrooms - Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 41 Flood Plain elevation if applicable ft. General comments and recommendations: re", 9 91 jl~5 /J`~~• F g ~5 / S ~.c°'ti~vl c ~r .,,,.akP 'iii' +1-~- 5c. F1 Boring 17 Boring # 0 Pit Ground surface elev. ~ ft. Depth to limiting factor 99 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 (o . !1A i F Boring # ❑ Bonng Pit Ground surface elev. 16~. /.S- ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 a . 10 / / 95 * Efflu `t #1 = BODS > 30 < 220 mg/L and TSS >t() < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST NZI P se Pri / Signature CST Number Address Date val ion Con ucted Telephone Number SBD-8330 (R07/00) Property Owner r Parcel ID # Page of ~L ®Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor> /gyp in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 , z62 1 J Z 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/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I F-1 Boring # ❑ ❑ Pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I * 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 (R.07/00) 14a sef x3, 3 r I n I r 7`3~ - oCfJ~ (l /DO . ~o RECEIVED 7859631 VOL 19 PAGE 4918 i REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR kECORD 01/26/2005 04:00PM ST. CROIX COUNTY CERTIFIED SURVEY MAP SURVEYOR'S RECORD - COPY FEE. PAGES: 3 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND PART OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 29 NORTH, RANGE 18 WEST, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. N 89'1610" E 5282.28' / W 1 /4 COR. SEC. 3 EAST-WEST 1/4 LINE I - -1318_84 13963.44 - - - - T - - I E 1/4 i I UNPLATTED LANDS '0 SEC. 3 / N 89'31'44" E I Li 1 I 1 N 89.04'31" E 247.90' 242.84' ah C> 00 cq ST, 0 o i I ep,~ >3"14. ,y'o . k' 01 z~ I ~^~aA F ,r?S a ..`P a I ~i I I ry ee• 4:e'~ °~+I N 7179.27' r c ~►.L+~ 1 9 44 i d ~I ~ E+ ~ w w~ 49.83' jE~ LOT 2 m 400515 S.F. c p3 ! ( LOT 1 ap o 80' TEMPORARY w i 322253 S.F. CUL-DE-SAC 9.19 Ac. 3 j 7.40 Ac. Z EASEMENT TO BE N 1 C3 REMOVED UPON W EASTERLY EXTENSION i-- i OF ROADWAY. E ion 47 o 'o Io - N 7 ?55116 ~--i -49 0 5! ~a 'w /rn w i8 p4 W w i L6 1 N w TOT 3 ° 363659 S.F. z l L Cz ~J~'' 0 NS 8.35 Ac m w gll r i N 59'0 7" E y-,- ~a.• •'•111 o i 94.4 r to . ROGER LYNN '4~{Y gi I 1HUMPNREY r- zII v I i IAT 4 3r. 5.2188 a m 233843 S.F. WQ/Oy v a 5.37 Ac. Yd1 q N...... RNa 8 - I I .86' 738.38' ammo 529.94' WI - 1268.32' - UNPLATTED LANDS LEGEND: S 89'27'23' W 1321.18' - - - - T ■ SET 3/4" BY 18" IRON om PIN wWT 1.50 LBS./FT. uo~ OWNER: SET 1 1/4" BY 18" IRON ^ SW COR. SURVEY CONDUCTED AT THE PIN WT. 4.172 LBS./FT. o SEC. 3 Z REQUEST OF THE OWNER: $ FOUND 3" ALUMINUM MIDWEST EQUITIES, LLC COUNTY SECTION MONUMENT 990 UITE 111O CRE5T STREET 100' BUILDING SETBACK NOTE: S BEARINGS ARE REFERENCED TO THE WEST BALDWIN. W1 54002 LINE , LINE OF THE SW 1/4 OF SECTION 3, PROPOSED DRIVEWAY LOCATIONS ASSUMED TO BEAR N 00'49'01" E. NOTE: R.A. m RECORDED AS DEDICATION EAST OF TEMPORARY 12' UTILITY EASEMENT SCALE: r -zoo' CUL-DE-SAC TO BE CONSTRUCTED BY 30' MIDWEST NATURAL GAS PROPERTY OWNER TO THE EAST. EASEMENT (VOL. 1510. PG. 95) o so ioo zoo THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 3 HUMPHREY ENGINEERING Vol 19 Page 4918 w` Go Parcel 042-1005-30-100 07/27/2007 10:29 AM PAGE 1 OF 1 Alt. Parcel 03.29.18.42A-10 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/26/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HAWKINS, WILLIAM E WILLIAM E HAWKINS 976 170TH ST HAMMOND WI 54015 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1208 113TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 7.400 Plat: 4918-CSM 19-4918 042/05 SEC 3 T29N R18W PT NW SW BEING CSM Block/Condo Bldg: LOT 01 19-4918 LOT 1 (7.400AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 03-29N-18W NW SW Notes: Parcel History: Date Doc # Vol/Page Type 10/11/2006 836415 QC 06/29/2006 828493 AGREE 11/30/2005 813236 2936/192 EZ-U 03/22/2005 790139 2768/580 QC more... 2007 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/31/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 7.400 55,700 0 55,700 NO Totals for 2007: General Property 7.400 55,700 0 55,700 Woodland 0.000 0 0 Totals for 2006: General Property 7.400 55,700 0 55,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 D (D 60 y, n o a a V 0. m o C 0 It N V) ✓Z~ D0q ~Z Z 0 co 0 r. m o `2 O m z AI m O m m y C)o m 00 *;u c N C r O C, Q p T N N ~ 'r1 N m rr- ■ ■ c rn --4 Z m O 0 -i n:.. . - - - - - - - - - - - - - - - - a r e 1 ~y11ll L~ 11 ^ ` ~ \ m Cn D C7 m FF I _ I 1 i r'W4 • HN. ,a G -:wr p3 . F ~ + I o r t t; D n m N m CA N U) hl-