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Home My WebLink About040-1295-50-000 (2) RECEIVED Wisconsin Department of Safety and Professional Services Division of Industry Services SEP d 3 2015 SOIL EVALUATION REPORT Page I Of 3 ST. CROIX.000N -OMMUNITY Dgmemmi SPS 383, Wis. Adm. Code County ST. CROIX Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel 1. 040 - 12 - 50 - 000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Rev' by Zl,,_) Date M Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). .00 Property Owner Property Location THOMAS OLESON & TERESE PACHL Govt. Lot NE 1/4 S 1/4 19 T 28 N R 19 E (or) Property Owner's Mailing Address ]75 Block # Subd. Name r CSM# 1295 Woodcrest Avenue Trebus Valley Estates city State Zip Code Phone Number riY E]Village Town Nearest Road Shoreview, MN 55126 ( 651) 247 - 6230 Mitchell Road New Construction Usee Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable ETA fl. General comments Mound System 0.50 ft. sand fill 0.4 loading rate and recommendations: Additional test required because house site area is limited due to setbacks. FT] Boring # Boring a Pit Ground surface elev. 94.90 fl. Depth to limiting factor 38 in. Soil A lication 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 1 0-20 10YR2/2 I 3fabk&gr ds as 2vf-m 0.6 0.8 2 20-38 I0YR2/1 sil 2f-msbk dsh cs lvf-m 0.6 0.8 3 38-44 10YR3/2 flf IoYR3/4&IOYR6/2 sil 1fp1 dsh Ivf-f 0.4c 0.6 2 Boring # El Boring F 9 94.90 50 D 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-13 10YR3/2 I 3fabk ds as 3vf-co 0.6 0.8 2 13-29 10YR4/3 1 I fpl ds as 2vf-co 0.4 0.6 3 29-46 10YR2/2 - sil I f--msbk dsh as 1 vf-co 0.4c 0.6 4 46-50 10YR4/3 sil 1 fabk mfr 0.4c 0.6 Buried A horizon due to natural erosion * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Ma Jo Hu ert Hollister's Soil Testing & Design) Si 224832 Address Date Eval n Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 08 - 11 & 18 - 2015 715 - 426 - 1775 SBD-8330 (R07/13) r c Property Owner OLESON, Thomas Parcel ID # 040 - 1295 - 50 - 000 Page 2 of 3 F3 Boring # Boring 94.60 44 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 1 0-12 10YR3/2 1 3fabk ds cs 2vf-m 0.6 0.8 2 12-19 10YR4/3 1 1 1 ds cw lvf-m 0.4 0.6 3 19-30 10YR2/2 A 1 f-mabk dsh 0.4c 0.6 4 30-40 10YR4/3 sil 1 fpl dsh 0.4c 0.6 5 40-44 7.5YR3/2 sil lfabk dsh 0.4c 0.6 buried A horizon due to natural erosion E 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 GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 ❑ Boring # 1:3 Boring M Pit Ground surface elev. ft. Depth to limiting factor in. Soil A tication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 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 S1313-8330 (R07/13) Plot Plan page Of A; Prop wy own er-LARM65-OiL.Z)AC 12SCSIE P'ACHt 140ft gQl , tJOj1t lot 5 ~1 :di ,tL4cj0 pgr OF ( 1!` 4*0" n# z~ .tea, Tad,U),~.~e+ = Bacmpit North qy oe ~ Site Locedon: R°~` 1498 Wisconsin Department of Commerce SOIL EVALUATION REPORT A" D ZO h S-f Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'% e~ i si n must County St. Croix include, but not limited to: vertical and horizontal r CA ii1t, and Parcel I.D. percent slope, scale or dimensions, north arr 6 n and 4 est road. 040-1 - D#19.28.303 Please print al tiorr By Date Personal information you provide may be use0 t1r eCondary { q in, s. 15. 4$) Z2 Property Owner st Pr'~Cff Location J.T.B. Properties, L.L.P. C/O John ft lsen It' l G SE 1/4 SE 1/4 S WT 2t3 N R 19 W Property Owner's Mailing Address L Block # Subd. Name or =eba~ 1564 West University Avenue L 5 Ty Estates ity State Zip C 1 umber ,•y' City Village Town Nearest Road C Saint Paul I MN 55104 654 1 Troy County Highway "F" e New Construction Use:. Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _j Replacement ~j Public or corn mewA - Describe. - Parent material Glacial drift _ Flood plain elevation, if applicable na General comments and recommendations: Recommend installing mound system at elev. = 102.40' at 6" above 101.90' contour. 1 Boring # I Boring o~ C 001- pi Pit Ground Surface elev. 101.97 ft. Depth to limiting factor 411 in. Soil Application Rate^ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 'Eff#l "Eff#2 1 0-7 10yr3/3 none sl 2fsbk mvfr cs 2fm 0.5 0.9 . Y 2 7-12 10yr3/2 none si 2fsbk mfr cw 1 fm 0.5 0.9 (r, 3 12-34 10yr4/4 none sl 2msbk mfr cw 1 of&f 0.5 0.9 . 4 34-61 7.5yr4/4 f2d 7.5yr5/8 sVscVsil 1 csbk mfr - 1 f 0.2 0.3 FWk5 bntains colluvial lmsbk sl, lmsbk scl and lcsbk sil. Boring # 1 Boring Pit Ground Surface elev. 102.07 ft. Depth to limiting factor - 40~! in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 'Eff#1 "Eff#2 1 0-18 10yr3/2 none sl 2fsbk mvfr cs 2fm 0.5 0.9 , 4 2 18-31 10yr4/4 none sl 2fsbk mfr cw 1fm 0.5 0.9 ~o 3 3140 10yr5/4 none sl 2msbk mfr cw 1vf&f 0.5 0.9 4 40-72 10yr4/4 f2d 7.5yr5/8 s/is/sl lcsbk mfr - 1vf&f 0.4 0.6 H#4 contains colluvial 0sg s, 1 msbk Is, and 1 msbk sl. - - ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS > < 150 mg/L rffl-rit #2 = BODS<30 mg/L and TSS <,0 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 12/5/01 715-248-7767 i property, owner J.T.B. Properties, L.L.P. C/O John Parcel ID # 040-1078-50-000, ID#19.28.303 Page 2 of 3 3 ] Boring # Boring - v' Pit Ground Surface elev. 99.27 ft. Depth to limiting factor 42~jn. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDML2 *Eff#1 *Eff#2 1 0-14 10yr3/2 none sil 2fsbk mvfr cs 2f,lm 0.5 0.8 (p 2 14-28 10yr3/3 none sil 2fsbk mvfr cw 2f 0.5 0.8 , So 3 28-38 10yr4/3 none sil 2msbk mfr cw 1f 0.5 0.8 (p 4 38-42 7.5yr4/6 none Ifs 2m&csbk mfr gw If 0.5 0.9 , 5 4765 7.5yr4/4 f2d 5yr 4/6 Is/svsicl 1 csbk dsh - - 0.2 0.3 hl#5 contains colluvial 1msbk Is, 1msbk sl, and 1ssbk sicl. ❑ Boring # Boring J 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/fF *Eff#1 *Eff#2 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -i.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. • • r S oil eW /ua f6'o, e l e ✓a won I i IL b. : PA;I ;nc5ar ivz ~'I e% io9.9s.' y a /63.0 J~o2°' I ~DI'9a o.o' 62 X016?~ Ic1.6s 8~ loot io ■ p3 e (~ertchrngtw - 7:po{'448 elegy: = iQO.aD: •6~ j LOT 6\ 142061 ST, ~ .3-26 Ac, r f N,~ P4546 48 r 4 s I or /7 aUc LO T 4 Rv~ SEE,-6iEET 1 \94260 5.F. f 2.16/Ac. 46 Y.