The URL can be used to link to this page

Home My WebLink About006-1041-90-066- I R e 0� ob Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code � Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and - percent slope, scale or dimensions, north arrow, and location artdT1¢1nce to nearest road. Parcel I.D. Please print all information.R!�eff -' Personal intormation you provide may oeREGEIVED Property Owner cation A(7- 16504 Page I of X� Y a I's S Service. Inc. St. Date Kling, Pete Or Bridget iovt. Lot na NW 1/4 NW lA4 S 19 T 31 N R 16 W Property Owner's Mailing Address p E C 2 1 2004 k of # Block # Subd. Name or CSM#C� l `/ 507 West 1st St 1 na CSM 3 Acres T City State tr one Number city Village beTown Nearest Road New Richmond WI '71'5_?�7 Cylon 210 Th Ave ✓ New Construction Use: ✓ Residential / Number of bedrooms Codp derived Oe n flow 600 GP _. Replacement Public or commercial - Describe:na Parent material Pitted outwash plains and Stream Terraces Flood plain elevation, if applicable _- na General comments and recommendations: Convetional system, system elevation 97.65ft. Trenches spaced and depth to code 3.00ft below grade. 'i Boring # Boring] oring ✓ Pit Ground Surface elev. 100.25 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDrft' `Eff#1 `Eff#2 1 0-8 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 8-18 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 4 5 18-27 10yr4/4 none scl 2msbk mfr gw na na .4 .7 .6 1.6 1.6 27-90 10yr4/4 90-100 7.5yr4/6 none none cos osg mvfr cs ms osg ml na na .7 L t Boring # Boring U ✓ Pit Ground Surface elev. 1 UU.25_ ft. Depth to limiting factor I VU in. Soil Application Rate Horizon Depth Dominant Color in. IMunsell Redox Description Qu. Sz. Cont. Color Texture I Structure Consistence Boundary Roots _GPD"ft' Gr. Sz. Sir. 'Eft#1 `Eff#2 1 0-11 11-21 10yr3/2 10yr4/4 10yr4/4 none none none sit 2msbk sicl 2msbk scl 2msbk mfr cs mfr cs mfr gw mvfr cs ml na 1vf na na na .6 .8 .6 .6 2 3 .4 21-29 .4 4 29-41 10yr4/4 none 7.5yr4/6 none cos osg 7 1.6 5 41-100 ms osg na 7 1.6 ` Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and 166 < 3U mgrL CST Name (Please Print) Signgture` / CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 12/11/2004 715-684-5680 Property Owner Kling, fete Or Bridget Parcel ID # Pending_ Page 2 of 3 3 ' Boring # Boring fff --- iii ✓ Pit Ground Surface elev ..... ._ 100.65 fl. Depth to limiting factor 100 in. Sod Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Texture Structure Consistence Boundary Roots ! GPDdt' _ Qu- Sz. Cant Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-8 8-24 10yr3/2 none 1 10yr4f4 Wane sil 2msbk sicl 2msbk mfr mfr Cs a 1vf .6 .8 4 6 2 na 3 24-83 10yr4/4 none cos osg ml cs na .7 1.6 4 83-100 7.5yr4/6 none ms osg ml cs na .7 1.6 F-1Boring Boring # Pit Ground Surface elev. _ _ ft. Depth to limiting factor in. Soil Application Rate ` Horizon ' Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consistence Boundary Roots GPDJft' *Eff#1 "Eff#2 I Boring # Boring — Pit Ground Surface elev fl. Depth to limiting factor in. Sail Application Rate F-1 Horizon Depth Dominant Color in. Munsell Redox Description Texture Stricture Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots GPD�1tz *Eff#1 'Eff#2 I I *Effluent #1 = SOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L 1-he 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 l'1'Y 608-264-8777. STEEL'S SOIL SERVICE INC. 3 of David J. Steel Pete or Bridget Kling 994 200th St. CST-POWTSM NWl/4,NW1/4,S19,T31N,R16W Baldwin, Wl 54002 Lic. 4248956 Town of Cylon, St. Croix Co. Bus.(715) 684-5680 Lot 1, Pending Fax.(715) 684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N F" 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.05 ft Top of 3/4" pvc pipe Borings Boring Elevations Bl— 100.25ft B2 = 100.25 ft B3 = 100.65 ft B4 = 0.00 ft r 7' (K�5MMXIEID 90W[�w Rup LOCATED IN PART OF THE NW1/4 OF THE NWi/4 OF SECTION 19. T31N, R16W, TOWN OF CYLON, ST. CROIX COUNTY, WSOONSTN. S89W'22'E 2941.49' UNPLA=D LANDS } "W COP-------- NORTH LINE C 19OF THE NWIj4 S89'53'22"E 3 LF ------ I 003.24' _ fCC it Pi + S �4 1 y # m I Z z 33.01' �l I I y � 1 � W1/4 COR. SEC. 19 THS INSTRUMENT DRAFTED BY: WILUAM KANE JOB NO. $450-01 DATE: 12/17/2004 384.BT 3.960 ACRES (17%497 SQ )'1'-) R1C. R/VI 3.35� Ac2zEs � (148,171 SO. FT.) EXC. R/W 417.87' I TI 3rlA.66' • 570.23' ri 4ES.S'7s--- r.t dyy .............. ® ................ .. ............ 4.BO� ES (200.541 SO. FT.) INC. R/W c ® N 4.236 ACRES (184.517 Sq FT.) EXC, R/W UNPLAMD LANDS C C GOD PETER & BRIDGET KLING 507 WEST 1ST STREET NEW RICHMOND. WI 54017 MEWTUMS LOT 1 DOUGLAS a ZAHLER CSIL IN S 4: N LAND SURVEYING. INC. 2920 ENLOE STREET VnT 14 HUDSON. W 54016 PG._ 3915 2038.25' —Ni/4 COR_ SEC. 19 pq m I FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND STEEL SURVEY MARKER SET I' OUTSIDE DIAMETER BY O 18' LONG IRON PIPE. WEIGHING IA3 LBS, PER LINEAR FOOT ROADWAY SETBACK UNE (10(' FROM RIGHT-OF-WAY) w� �U �4 Cl O � y iu wcnW Tz m F- U'1 Ld LiJ V) [V LL- LLJ uj f!T SCALE IN FEET 1' = 150' 150 0 150 FR