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Home My WebLink About038-1034-90-000O Wisconi SOIL EVALUATION REPORT #1407 partmentof Commerce 2Qo6 in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 D ision of S fety aR, B� I�eag ch m lete s e la �Y p plan on p��p��g6t�s than ' 11 inches in size. Plan must County de, t not li fed to:,uerfiriand hor reference point (BM), direction and --- pere t sl e, seal or dirilensio3�, arrow, and location and distance to nearest road. Parcel I.D. V.--prease print all information. eweo i Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). „ Property Owner Property Location Schmitt Soil Testing, Inc. St. Croix 038-1034-90-000 By r1 Date Gumbert, Larry & Jacklin, Elaine Govt. Lot NE1/4, SE1/4, S8, T31N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 265 Greaton Road 2 1 CSM VoA414 City State Zip Code Phone Number City Village Town Nearest Road New Richmond i WI 54017 715-243-3241 Star Prairie 100Th St. • I N New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial -Describe: Parent material Glacial till (Amery Series) Flood plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 101.7' based off contour line established at 100.45'. Slope of area is 11 %. Depth to limiting factor is 21 ". ❑ Boring # Ground surface elev. 100.80 ft. Depth to limiting factor 21 _.in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t 'Eff#2 1 0-9 10yr3/2 none sl 2mgr mvfr as 3m,2f .6 1.0 9-21 none sl mfr .6 1.0 2 10yr5/3 2fsbk gw 2f 3 21-27 10yr5/4 c2d 5yr5/6 5yr5/2 sl 2msbk mfr cs ------ 6 1.0 4 ! 27-36 5yr4/6 m2lloyr6%t 10yr6/2 mfr g w .6 scl 2msbk -- .4 7.5yr4/6 sicl lmsbk 5 36-62 m2p 7.5yr5/6 10yr6/1 mfr --- ---- 2 3 Fil Boring # Ground surface elev. 101.0' ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth P in. Dominant Color Munsell Redox Description P Qu. Sz. Cont. Color Texture GSrtructurre Consistence Bounda ry Roots G_ PD/ftz Eff#1 Eff#2 1 2 3 4 5 0-9 10yr3/1 9-23 10yr5/3 -29 10yr5/4 �211-36 7.5yr5/4 36-56 10yr5/4 none sl sl 2mgr 2fsbk 2msbk mfr as 3m,2f 2f 1f ----- .6 1.0 1.0 1.0 _ .7 .3 none clf 10yr5/6 10yr5/i c2d 6 6 d 7.5 /2 m2p 7.5yr6/6 10,r6/2 mfr gw .6 sl mfr mfr gw gw 6 - .4 sl _- lmsbk sicl lmsbk mfr ---- ---- .2 ` Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L . Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt �„/� o 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 3/24/2006 715-247-2941 SBD-8330 (R 07/00) PropertX Owner GUmbert, Larry & Jaddin, Elaine Parcel ID # 038-1034-90-000 Page 2 of 3 F3]Boring # ❑ Ground surface elev. 97.6' ft. Depth to limiting factor 30 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz_ Cont. Color Texture Structure Gr. Sz_ Sh. Consistence Boundary Roots GPD/ft' *Eff#1 'Eff#2 1 0-10 10yr3/2 none sil 2mgr mvfr 6 3m,3f .6 .8 2 10-20 10yr5/4 none Sil 2fsbk mfr gw 2f .6 .8 3 20-30 7.5yr5/4 none Sid ? 3 sbk mfr gw 1f .4 .6 4 30- 5yr5/4 m2d 10yr6/6 10yr6/2 scl 2msbk mfr gw ---- .4 .6 5 35-61 7.5yr5/6 n'ffP 7 55yr /6 Sid lmsbk mfr -- --- 2 3 Boring # F-1 Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 F-1 Boring # ❑ Ground surface elev. ft. Depth to limiting factor in, Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' *Efr#1 'Eff#2 * Effluent #1 = BOD5> 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.07100) Schmitt Soil Testkp, Inc. Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Thomas J. Schmitt, CST 227429 Address: 1595 72nd St. City, State, Zip: New Richmond, Wl. 54017 Page 3 of 3 Larry Gumbert & Elaine Jacklin 265 Greaton Road New Richmond, Wl. 54017 Phone: 715-247'� Subd.Name: CSM in Vol 1/414 4.7 acres Lot No.: 2 Legal Description: NE1/4 SE1/4 Sec 8 T31N R18W ® Backhoe pit Township, County: Star Prairie, St. Croix ®Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El. 101.0" Top of 1 1/4" steel conduit Slope= 11 % Contour Line El. 100.45' Contour length 90' Sca a 1" = 40' oH„� �l .: f , ,'S / -SQu� w � 9ov� { KNCWAAR/op OG 1 1/4, LP, fs' IL7BAC1t ElEYy945.�5 iAON O.H.HL. \ t7 / { hR \�•. I� _ 1 I t� __ — r1 / tee-- .\ ``.' , g I I I = I r6psnNo `�'\� •• 1 ? i' ( •`� '� } I =VON 1 `� I , �`•''•'.^, / RHOD or— �T�4 sty. ��.d a ``� '�... - --. _+�........- � _.. - _' � '�.� �~= • � •.\��\�t', \ I \� 1 ' AMMS Viewer Page 1 of 1 i R ,fin Alt 11409 Tr i T A R P R. I F' I E Vva V_X http://72.21.230.178/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 3/29/2006 ArclMS Viewer Page I of I 14� http://72.21.230.178/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 3/29/2006 Wisconsin Department of Commerce SOIL EVALUATION REPORT p Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'rz x 11 inches in size. Plan must include but not limited to vertical and horizontal reference point (BM) direction and '0%%/'� percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. O Please print all,information. a Re ' i ersona information you provide may be usl for socondarourposes (Privacy Lary, s. 15.� Property Owner V Property Location Page 1 of 3 -St. Croix -� iO3� q/"}�D Date Tichenor, Edward Govt. of NE 1/4 SE 1/4 S 8 T 31 N R 18 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# CityState Zr Code Phone Number C' Village CSM lrj 2236 100th St. - - - p city g ✓ Town Nearest Road Somerset WI 54025 1 Star Prairie 100Th St. ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable 94.20' General comments and recommendations: Area is suitable for a mound system. System elevation is 108.75' based off contour line established at 108.0' and a 27" depth to limiting factor. Slope is 8%. M Boring # Boring ✓ Pit Ground Surface elev. 107.60 ft. Depth to limiting factor 27 - in. Soil Application Rate Horizon Depth I Dominant Color in. Munsell Redox Description j Texture I Structure Consistence i Qu. Sz. Cont. Color Gr. Sz. Sh. Boundary i Roots _ GPD_1ft' 'Eff#1 `Eff#2 1 0-9 1Oyr3/3 none Is 2mgr mvfr cs 2f, 2m - .7 1.2 2 9-19 10yr3/4 - none t _ Is j 2fsbk mfr gw 2f, 2m .7 1.2 3 19-27 1Oyr4/4 none sl 2msbk mfr gw 2co Gw ----- 5 4 .9 .6 4 27-42 I 1Oyr4/6 m25 10/6 /I sC) 2msbk mfi 5 42-61 5yr4/4 m2d 10vr6/2 5yr5 6 ; sl Oma mvf --- .3 .5 I I Fi—I Boring # Boring ✓ Pit Ground Surface elev. 107.68 ft. g _--_34 in. Soil Application Rate ___ Depth to limiting factor pp —� Horizon Depth in. Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD/ft2 Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2 1 0-7 j 10yr3/3 none I, Is 2mgr mvfr cs 2.7 1.2 2 - 7-13 1 1Oyr4/3 none I}— Is -- 1fsbk mvfr gw 2f, 2m .7 1.2 3 4 y 4 13-34 10 r4/4 34-60 7.5yr4/6 none o I sl 2msbk mfr gw 2t� .5 .9 5 r5/6 7.5 m3yr6/3 sl 2msbk mfr --- ----- 5 9 ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 30 mg!L and 166 < 3U mg/L CST Name (Please Print) Signature: r CST Number Thomas J. Schmitt a��',?Y' ,� _ ' 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail, Somerset, Wt 54025 7/18102 715-549-6651 Property Owner Tichenor, Edward Parcel ID # Page 2 of 3 37 Boring # Boring ✓ Pit Ground Surface elev. 105.45 ft. Depth to limiting factor 27 in. Sod Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz, Cont. Color Texture Stnxture I Gr. Sz. Sh. Consistence Boundary Roots QPDW "Eff#1 "Eff#k2 1 0-10 10yr3/2 none Is 2mgr mvfr cs 2f, 2m .7 1.2 2 10-18 10yr3/4 none Is 2fsbk mfr gw 2f, 2m .7 1.2 3 16-27 10yr4/4 none sl 2msbk mfr gw 1f .5 .9 4 27-52 7.5yr4/4 m2d I Oyr6/1 r6/6 sl 1 rnsbk mfi gw ---- 4 .6 5 52-84 5yr4/4 m2d 10yr6/25 r5/6 sl Oma MA---- --- 3 5 T F—IBoring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont Color Texture Stnx:ture Gr. Sz. Sh. Consistence Boundary Roots "Eff#1 'Eff#2 F—IBoring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots QPDM 'Eff#1 •Eff#2 I I Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BOD5 <30 mg/L and TSS - 30 mg& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or .,Port mo+o.i�l ;., o.. ol+w.,,�+.. f r.not ,1rPOCP ,•,...+�,.+ +l,o A—rt—f + 1.n4-7F.F..Z 1 G 1 — T'TV Kl14-7KA-2777 r �L1 -t "/' 0T- 1 j 0, Sf¢e'l 516-� �q 4-e, Z- ; -.he E L L7y-02�f C . . — /V/ e L r o?.2 3(0 look G-;j, s you s- IV4- S Z7 y S 311v 9 i't.) c -4a,. e Zo C-5 m 10. + i:i �•-� 1 �c� $� V / T/Gd7'�'�QJ V r �c�. it JYIr Cs rm a,? 7y-1F s 6 ila me a�e-j r".../ S-Yg- 4 �/ v3zi NORTH - SCALE 0 100 0 200 'X24'. I N PIPE WEIGHING 1.13 LBS./ NEAL FOOT... •= IRON PIPE UND... . W- ?G 03312" W 38.30 C'7 CERTIFIED SURVEY MAP APPROVED JUL 2 a 1977 ST. CROIX COUNTY COMPREHENSIVE PARKS PLANNING AND ZONING COMMITTEE, % 75'1 / N43°193.80' � 3.80 SOUTH o ALINEE Qo1 $ W i N O I NjMEANDER z 223°40'00" Qa v ab 'ao• XO`�g2 N 85°46 48 'E 4, u202d S 8504G'48 W 42 ` EXISTING LOT OWNED BY ARVID JOHNSON N 85°46'4 N4�13 12 ' W 8.G0 o� 203, N 34°4i3G' W 124.19' APPROVAL OF THIS MINCR SU3D;VISION DOGS NOT McAN APPROVAL FOR BUILDING SITE OR SEPTIC SYSTEM. REFER TO H62.20. (REC. AS 422.3 ) OWNED BY RICHARD MUSCH EAST '/r CORNER SECTION 8 COUNTY MONUMENT � f OI o S 88° 23 35" E 1020.90' 25 1 w a Z 7% ! vw�-o< 1 LOT I 9.437 AC. TO MEANDER LINE I'- 10.4 AC.'- TOTAL � O N 88°25'45" W 894.91 BGL9Ci , I 33.01' LOT 2 ' N4°OG 12' W 4.G37 AC. TO MEANDER LINE,° 90.00' 4-7 AC.t TOTAL 17 I v I(n E I ID O. 269°53b0. 16' lY r--(REC-AS 264.I') N 88°25'45" W 1084.61' 33.01' LOT 3 847.89 �B°� 1 Q z = 2409 AC. TO MEANDER LINE;, SQs,i O ).02' N 842.70' 2.5 AC. i TOTAL 31.01 ~ N 88°2545 W 1013.73 ROCK I. P SET 2 00 OWNED BY MAGNESS BUDZIEN EAST OF ACTUAL POINT. ,O J .