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Home My WebLink About020-1004-00-010 NViscons%n SOIL EVALUATION REPORT #1572 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings E-AA Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. aLn ounty St. C roix include, but not limited to: vertical and horizontal reference point (BM direcpercent slope, scale or dimensions, north arrow, and location and dis arcel I.D. 2 6 Please print all infonnation. Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). $ /3 Property Owner Property Location Langfeldt, John Govt. Lot 'j SE1/4, W1/4, S7, T29N, R19W Property Owner's Mailing Address Lo Block # Subd. Nam or CSM# 2 3 _5V G) 323 Krattley Lane AUG U pgh~~~N07 1 CSM Pending ~UL~G City Sta Zi~ 01X C8tNy ber by ❑ Village ❑ Town Nearest Road Hudson I 54016 715-381-543 Hudson Krattley Lane ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Sand Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a coventional system with a .7 gpd/sgft rating. Possible system elevation for Area 1 is high trench 96.20', ow trench 94.6. Slope is 8%. ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 99.98 ft. Depth to limiting factor 115+ 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. 'Eft#1 *Eff#2 1 0-4 10yr3/3 none sl 2mgr mfr as 2c,2f .6 1.0 2 4-24 10yr4/4 none sl 2msbk mfr gw 2c,2f .6 1.0 3 24-84 10yr5/4 none grcos Osg ml cs .7 1.6 4 84-115 10yr5/6 none s Osg ml .7 1.6 Boring # Boring ❑ Pit Ground surface elev. 99.82 ft. Depth to limiting factor 110+ 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 0-6 10yr3/3 none sil 2mgr mfr as 2c,2f .6 .8 2 6-21 10yr4/4 none sil 2msbk mfr gw if .6 .8 3 21-31 7.5yr4/6 none sl 2msbk mfr gw if .6 1.0 4 31-42 10yr5/4 none grls Osg ml cs .7 1.6 5 42-110 10yr5/4 none grcos Osg ml .7 1.6 y.Z * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 50 mg/L ' Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 8/3/2007 715-247-2941 SBD-8330 (R.07/00) Property Owner Langfeldt, John Parcel ID # Page 2 of 3 3~ F M Boring # ❑ Boring pit Ground surface elev. 97.42 ft. Depth to limiting factor 106+ 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. *Ef1#1 *Eff#2 1 0-5 10yr3/3 none A 2mgr mfr as 2c,2f .6 .8 2 5-18 10yr4/4 none grsl 2msbk mfr gw 2c,2f .6 1.0 3 18-30 7.5yr4/6 none Is Osg ml gw .7 1.6 4 30-68 10yr5/4 none grcos Osg ml cs .7 1.6 5 68-106 10yr5/6 none s Osg ml .7 1.6 ❑ 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *E02 Boring # Boring F-1 ❑ pfl Ground surface elev. 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 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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) Schmitt Soil Testing, Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: John Langfeldt Thomas J. Schmitt, CST 227429 Address: 323 Krattley Lane 1595 72nd St. City, State, Zip: Hudson, Wl 54016 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: NA Signature / ~4 Lot No.: 1 Date 266 Legal Description: SEll4 SWIM S7 T29N R19W Backhoe pit Township, County: Hudson, St. Croix County A Bench Mark El. 100.00' Top of 2" pvc pipe A Alternate Bench Mark El.101.18' Nail in 16" diameter Red Oak Slope= 8/ Q Scale 1 40' 1 f w a3/. r-- \r OF d 4e-ce55 Za This soil report was done to fulfill a zoning regatrement. No permanent lot markers wed l (Iat the time the test was conducted. The area in which it was done may or may not be suitable for your use, or'in the location shown. RECEIVED 1 f{~I{I f lllf'' ;I{III{III II{{l I{II II{ill fl{I f {{I APR 2 4 2008 2 871028 ST. CROIX COUNTY KATHLEEN H. WALSH SURVEYOR'S RECORD REGISTER OF DEEDS ST. CROIX CO. IVI T O e o 0 o cn RECEIVED FOR RECORD vZi v a 03/18/2008 08:OOAM m g THE SOUTH UNE OF THE ,SWI/4 OF CERTIFIED SURVEY MAP SECTION 7 BEARS S891736'W AS VOL: 23 PAGE: 5510 4 p 4,2 o a w r z Z REFERENCED TO THE ST. CROIX REC FEE' 13.00 A o ; # SO ~ Z O m COUNTY COORDINATE SYSTEM COPY FEE: 3.00 3 UR PAGES: 2<22 n r- 3 ■ _v v zz pi :2ti zG ~ cm m o ,~c a ~fD > C) is rq -n > ~~w v y%N) r -~t~st .4~N V N o M O ~ N V p 4Ph ./I g,7 g 0 c. (n Rim 14 00 -1 ; yam ~y`. z-,,., r P; 'd Nf c ono / pa~ ~za N<~ 3 ZOp1...S05 ti ~r P-ca 40 a r, LAI o y'tj j~ r ~g / mow/ m aQ ap Q ' 0~- m C3 Am A d.s, r/ o -9 jo y ~ III N / J. 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S L2 9 CA m 'Irma 9=fgz 'n c, W8~ m i~ 0 cl p R=1NA0289 CD ~Z Za k ME- 7j ' U3 In 1 of 2 0 ° Z SHEET 1 OF 2 Vol. 23 Page 5510 vD r %o V n Y G vF► M H 1 sH13L.C kALL LING I MS ARE IN FEET) C D Curve Radius Central Chord Chord Arc Tangent Bearings rn -q M Number/ Lot Length Angie Bearing Length Length Tangent In Tangent Out Ln O a 4 0 CD C1 1909.86 04'08'00" S84'05'1 0"E 137.75 137.78 S82'01'10"E S86'09'1 0"E ~ z w 3 1909.86 03'20'12" S83'41'1 6"E 111.21 111.22 S82'01'1 0"E S85'21'22"E > p D \ 2 1909.86 00'47'48" S85'45'1 6"E 26.55 26.55 S85'21'22"E S86'09'1 0"E m N°o D C2 668.82 09'43'31" S81 *17'24.5"E 113.39 113.53 S86'09'1 WE S76'25'39"E c 3: -1 14 . 0 C3 1942.86 04'08'00" S84'05'1 0"E 140.13 140.16 S82'01'1 WE S86'09'1 0"E v n D 3 1942.86 03'11'05" S8336'42.5"E 107.98 107.99 S82'01'1 0"E S85'12'15"E v o M 2 1942.86 00'56'55" S85'40'42.5"E 32.17 32.17 S851 2'15"E S86-09:10"E N C4 635.82 10'25'41" S80'56'1 9.5"E 115.56 115.72 S86'09'1 0"E S7543 29"E o -n -n r- CD W (n -Q OX 0 mo zv MZ~ ov d~1 / r xc5~ 1 \ oorc n> Z nom p p;+g c - p- cn 2 a; o w o Z p w-~~ - 0,~c ~'tN z j v 0 FU Z w g8 g~Z MZ oe' S£`/ o M M -am oo ~p~~ 6 6' mz> M ;U Mm ZZ 0V)zo 0)z M i i/~ 6 c n c- ;MU c'' r~ cNii , r 0z (n PD coo)> 91 OD N 11 n I g v ---1 ~ - cn cpn O n p d m o p C / .p m - r F' 1 GUl N 00 rD- ~U) ~ ~ o o oo0i rn pom Q -n M ,5~? / ti r Ga '~r1I Z iaAa p~ ►v Ia~DDm --1 0 o rn ~Q~/Oy (t rnm\C M Q i ti~ ,Zt+' LZ£ 3«Z0.04.50S 4A w a yvi ,9t+'L9Z ,96'££ m -n C . 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