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Home My WebLink About030-2153-05-000 Department of SOIL EVALUATION REPORT ' P Safety and in accordance with Comm 85, Wis. Adm. Code Page 1 of 4 _ Professional Services Schmitt Soil Testing, Inc. County Attach complete site plan on pa s than 8% x 11 inches in r must St. Croix include, but not limited to: v orizontal reference point (B ~I percent slope, scale or Vas, , no rrow, and location and distance t nnQ d. Parcel I.D. 030-2153-05-000 , 3 01rint ali information. NOV 0 !2 i 3 Re ew - at Personal information may be used for secondary purposes (Privacy Law, s. 16.10(4) (m))• iQication Property Owner Van Zee, Jamie Govt'.' Lot SE1/4, NE1/4, S20, T30N, R1 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 470 S 5th St 5 Pioneer Ridge City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road Bay Port MN 55003 St.Joseph 146Th Ave New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Parent material Glacial till (Amery Series) Flood plain elevation, if applicable NA ft. General comments Area is suitable for a mound system. System elevation is99.74' based off a contour line established at 98.74'. Slope of area is and recommendations: 15%. Depth to limiting factor is 24". F-1-1 E"I Boring # ❑ Boring Pit Ground surface elev. 100.43 ft. Depth to limiting factor 25 in. Soil Application Rate FHOrizon 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 0-11 10yr3/4 none sil 2mgr mfr as 2vf 0.6 0.8 11-25 10yr4/4 none sicl 2msbk mfr gw lvf 0.4 0.6 3 25-53 2.5yr4/6 czd 105/6/8 105/5/3 sicl lmsbk mf Cs 0.2 0.3 4 53-70 2.5yr7/4 m2d 10yr6/6 vfsl Om mfi a 0.2 0.5 10yr6/3 5 70-96 2.5yr6/4 none I's Osg ml 0.5 1.0 21 Boring # Boring Pit Ground surface elev. 99.67 ft. Depth to limiting factor 25 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#l •Eff#2 1 0-7 10yr3/3 none sil 2mgr mfr as 2vf 0.6 0.8 2 7-14 7.5yr4/6 none grsi 2msbk mvfr gw 2vf 0.6 1.0 3 14-25 7.5yr4/6 none grsl lmsbk mfr gw 1vf 0.4 0.7 4 25-33 2.5yr4/6 c11 0y 0yr6 6 sicl 2fsbk mfr gw 0.4 0.6 5 33-49 7.5yr4/6 m py0 r6/8 sl Om mf cs 0.2 0.6 6 49-67 2.5yr7/4 m2d 10 r6/6 vfsl Om mfr 0.2 0.5 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt , 227429 Address Schmitt Soil Testing, Inc. y Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 5/9/2013 715-760-1978 sBn-8330 (t.ovao) Property owner van Zee Jamie Parcel ID # 030-2153-05-000 Page 2 of 4 ❑ Boring F3 Boring # L] Pit Ground surface elev. 94.48 ft. Depth to limiting factor 24 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 0-7 10yr3/3 none sil 2mgr mfr as 2vf 0.6 0.8 2 7-13 10yr4/6 none sicl 3fsbk mfr gw 1vf 0.4 0.6 3 13-24 5yr4/4 none sicl 3msbk mfr gw 0.4 0.6 4 24-64 2.5yr4/6 m2d 10yr6/6 sicl lmsbk mfr 0.2 0.3 10yr6/2 F-1 ❑ 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 •Eff#2 ❑ Boring F-1 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#'I 'Eff#2 " 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. Schmitt Soil Testing, Inc. SBD-8330 (R.07/00) Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Jamie Van Zee Thomas J. Schmitt, CST 227429 Address: 470 S 5th St. 1595 72nd St. City, State, Zip: Bay Port, MN 55003 New Richmond, WI 54017 Phone: 71,5-760-1978 PID: Part of: 030-2153-05-000 signaau Lot No. 5 Pioneer Ridge Date S = 9 0? Legal Description: SE1/4 NEl/4 S20 T30N R19W Backhoe Pit Township, County: St Joseph, St Croix County Bench Mark 1 El. 100.00' Top of PVC pipe. Bench Mark 2 El. 92.89' top of 2" pvc pipe Slope= 15% Contour Line El. 98.74' ( Contour Line Length 75' 1"=40' p i oW C&/L R 1 D 5e 46r $trl 2 ~ ~ 9-71 / ~ l Sr l ~ t P-4 t i -.y - ~ _ 1 '+l ` 't 1 ~ ~ ~ \ ~ _ \ - ~ j _ _ I l 1 II ®RK : , r t t T M N co a. § r4 N co ~ ~ MM wR a' t41c W . r t f' - PS *4 0 Nl~ £ F ~ .W. ,.`~~,'y~~y^~rcf~ ' YRp , y YY~ ~•k~' ~ r 'Is cr A C ..,rrt~r . + a .,.~~y'^,e~l `Ay, ~ ~ ~''•kr,.....~.,. r•~ £~Y` op. WIN, `sconS%n SOIL EVALU O UP T #1426 Department of Commerce ode Page 1 of 3 Division of Safety and Buildings RECEIVED Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than % x 11 inches in size. Plan mu County St. Croix include, but not limited to: vertical and horizontal fereI~ In ( pp ~tIon an J percent slope, scale or dimensions, north arrow, nd k>~atloaf 1si~aifc''e`1o nea st road. Parcel 1. 3 -D 5 -aC Q 0 -3 Please rint all info atiP W~. CROIX COUNTY Rev' By Date Personal information you provide may be used for ry purposes (Privacy Law, s. 15.04 1) Property Owner Property Location Golden Harvest Capital, LLC Govt. Lot SE1/4 NE1/4, S20, T30N, R10W Property Owner's Mailing Address Lot # BI # Subd. Name or CSM# 14906 Blakeney Road 5 Pioneer Ridge City State Zip Code Phone Number City ❑ Village Town Nearest Road Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th St. ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound-system. System elevation101.64' based offcontour line established at 101.14'. Slope is 15%. Contour line deflects 4' from straigh int 84'. F-11 Boring # ❑ Boring ® Pit Ground surface elev. 98.27 ft. Depth to limiting factor 33 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-18 10yr3/2 none 51 2msbk mfr 9w 2f .6 1.0 2 18-33 10yr4/4 none sl 2msbk mfr CS if .6 1.0 3 33-44 10yr5/4 1 f10yr6/2r6/2 8 SI imsbk mfr 9W if .4 .7 4 4459 7.5yr4/4 fif 7.5yr6.6 7.5yr6/2 lmsbk mfr gw 4 7 5 59-70 10yr5/6 cld 10yr6/8 IFS icsbk mvfr CS 5 1.0 10yr6/1 6 70-84 10yr6/4 none s Osg ml CS .7 1.6 7 84-96 10yr6/4 none fs OSg ml .5 1.0 2] Boring # Boring ® Pit Ground surface elev. 98.16 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none Sil 2fsbk ds gw 2m,2f .6 .8 2 7-11 10yr4/3 none sil 2fsbk ds gw if .6 .8 3 11-24 10yr4/4 none Sil 3msbk ds gw if .6 .8 4 24-42 7.5yr5/6 none gris Osg ml Cs .7 1.6 5 42-50 5yr4/4 c1d 7.5yr6/6 scl 3fsbk mfr Cs 4 6 7.5yr6/1 6 50-58 10yr5/4 cif 1 5~2 f51 lmsbk mfi gw 2 6 7 58-112 10yr5/6 c2d 1 yr6/8 Ivfs icsbk mvfr 4 6 * Effluent #1 = BOD? 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) Si a ure: , CST Number Thomas J. Schmitt n a maw 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/20/2006 715-247-2941 ssn-8330 (R07ro0) Property Owner Golden Harvest Capital, LLC Parcel ID # 5 Page 2 of 3 [-3 ] Boring # Boring ® Pit Ground surface elev. 94.93 ft. Depth to limiting factor 30 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 1 0-13 10yr3/3 none sl 2msbk mfr as 2m,2f .6 1.0 2 13-30 7.5yr4/4 none sl 2msbk mfr gw 2f .6 1.0 3 30-34 7.5yr4/6 clf 7.5yr6/8 grlfs imsbk mfi 9W if .4 .7 7.5 1 4 34-55 10yr5/6 fif 10yr6/6 Ifs lcsbk mvfr gw .5 1.0 10yr6/2 5 55-110 10yr6/4 none s Osg Osg 7 1.6 30-34' grifs has high bulk density (packed) will slow vertical flow significantly. Fi-I Boring # Boring ® pit Ground surface elev. 101.08 ft. Depth to limiting factor 35 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 *EfW 1 0-8 10yr3/3 none sl 2msbk ds as 2m,2f .6 1.0 2 8-14 10yr4/4 none sl 2msbk ds 9W 2f .6 1.0 3 14-35 10yr5/6 none Ifs icsbk ds gw if .5 1.0 4 35-64 7.5yr5/6 none IN lcsbk dh 9w .4 .7 5 64-110 10yr6/4 none s OSg ml - .7 1.6 35-64 rate reduced bulk density high verticcal flow will be reduced / L 0 &`7 ❑ Boring # F1 Boring El 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *042 * Effluent #1 = BOD? 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 (R07/00) SthmNt SoN Tesft, Inc. Page 3 of 3 Conducted by: Conducted For. ' Schmitt Soil Testing Inc. Name: Golden Harvest Capital, U C Thomas J. Schmitt, CST 227429 Address: 1440 Arcade St. N 1595 72nd St. City, State, Zip: St. Paul, MN. 55106 _ New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Pioneer_ Ridge Lot No.. DsW ? i o i 06 Legal De=iption: Sf 114 NE1/4 S20 13ON RI 9W M Backhoe pit Towmsbip, Count3►: St. Joseph, St. Croix Bench mark a ioo 00` Top of 2" pvc P~ _ U Alternate Bench Mark EL 10-4.79"' Top of 2" pvc pipe / Slope= Contour Line EL /0/`/V, Contour Line Length Oy Pry' ~ ~ Scale I" = 40' _ L~ Q 4~ t~~ ~ ~sr'3 6O)i Al Pro, Sru. yhf' r 1 _ S T~isSaiaod~Evala~ian~ooepiaeib~sm~~ ara~t~6absmil~leffir~o~r~