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Home My WebLink About028-1025-50-200 (2) "AN 19 Wisconsin Depa Into at Services Division of Industry Services 1 Q~~ 27 201` SOIL EVALUATION REPORT pace of 3 rdance with SPS 383, Wis. Adm. Code P;EID- ST. CROIX ST. CROIX COUN° Attach completle~ftltlPh}Jl~dtflFAlT1/2 x 11 inches in size. Plan must 028 - 1025 - 50 - 200 include, but ndt lml to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. pate by please print all information. AA Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). tt IT r Property Owner Property Location ri El RODNEY J. RIVARD (Buyer: Dan Monicken) Govt. Lot SE 1/4 NE 1/4 S 22 T 28 N R 17 E (or) W Property Owner's Mailing Address ;2ty Block # d. Nam or CSM# 14892 130th Lane N. Sub V T5, P4091 City ae ip Code Phone Number ovIlage ■ Town Nearest Road Stillwater, MN 55082 ( 715) 760 - 0213 R1 14 RJIVER- Z (od 190th Street 600 GPD a New Construction UseEj Residential / Number of bedrooms 4 Code derived design flow rate Q Replacement Public or commercial - Describe: Parent material glacial till Flood Plain elevation if applicable ~1JEA ft. General comments Mound System 1.0 ft. sand fill 0.4 loading rate and recommendations: Soil on-site by St. Croix County Zoning Personnel Property Address: 260 190th Street Boring # ® Boring 0 pit Ground surface elev. 99.17 R. Depth to limiting factor 30 in Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#GPD/ffEff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-13 10YR3/2 sil 2f-msbk mfr as 2vf-m 0.6 0.8 st 2fabk mfr cs lvf-m 0.6 1.0 2 13-30 7.5YR4/4 0.0 0.0 3 30-36 7.5YR3/4 m2d 5YR4/4 scl Om mfi some gr. a Boring # 11 Boring 97.92 24 ■ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-11 lOYR3/2 sil 2f-mabk mfr as 2vf-m 0.6 0.8 2 11-24 7.5YR4/3 sl 2fabk mfr as lvf-m 0.6 1.0 3 2430 7.5YR4/4 m2f7.5YR4i6&10YR6/2 sicl Ifabk mfr 1vf-m 0.2 0.3 some gr. * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:E 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S CST Number Ma Jo Hu ert Hollister's Soil Testing & Design) 224832 Address gDateEvalul LeConducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 07 - 26 - 2015 715 - 426 - 1775 SBD-8330 (807/13) a RIVARD, Rodney (Buyer'Monicken Parcel ID # 028 - 1025 - 50 - 200 Page 2 of 3 Property Owner Boring # Boring 98.57 F3] El Pit Ground surface elev. ft. Depth to limiting factor 24 in WGPDM Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 IOYR3/2 sil 2f-mabk mfr cs 2vf-2 10-17 7.SYR4/3 Sl 2fabk mfr cs lvf-m 3 17-24 7.5YR4/4 SCI Ifabk mfr cs lvf-m 0.2 0.3 24-30 7.5YR4/4 m2f 7.5YR4/6 SO Om mfi 0.0 0.0 4 some gr. ❑ Bog # 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 *E GPD ~ff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 2 other pits observed with water at 36-46" t er i northwest comers of lots had no A+4. Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *EGPDM"Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * Effluent #1 BODS > 30:5 220 mg/L and TSS >30:S 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L SMA330 (R07/13) .t PIM Plarn Page. Of.. Property OWAW Kway RiVARD ------.-----1 Leg r r r i r r..rr.rrr.~ al Descr4Wox tar z csln >s/ C g0fl W. of exc **em note 5E;~ O F T-"C AEA Ste- -Z,. TZ" V, 17W 'UWA) OF B D6 pa Rki RIMJ .Sr CANX &u.uF-y, WtyeQNSpAI- 7/b ACRE5 $ NDr& 1 c PIPE D~ ~00 ~io~° - 0 qq t7° C~,~lSS~S~W,~Et95~ A5 OF Fir ASDVC6RDfAAib=jj IS Qtr 4 Z' J 2 v 3 y Site LDcadDn: V* Air. T • a a t ~a ro. arrr~i ~c N4 ~.sr ~F d 'S S'~ r ~ M Ax°~ t r "t A"M 7 3 •I Y * try 14 . yW W` ~ a a 17` r" 3 FF k , 1 SOIL PROFILE DESCRIPTION CST: n (i ( IK-1 Owner System Elev. Proposed: ft SYst. Range ft to ft Ld Rate: # Elevation.-__? 7 17 # Elevation: ~BS7 # Z Elevation: %7p. fZ o Boring o Boring o Boring o Pit o Pit o Pit ('90 - - 5; - 07 gs'r - S~ ~V/ 7 qZ - Wis. Dept. of Safety and Professional Services SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with SPS 385, Wis. Adm. Code County 5T c~vl Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. D Z`d • /0 z,5'- "Date Reviewed by Please print all information, T SI~.NI Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 4V Property Owner :Property Location, e n~ v d P-0/ e (,C~ Mae* CMG 1A A4114 S I L T Zg N R t7 E (or or CSM# Property Owners Mailing Address' Lot # Block # Subd. Name q0 9 7i ~S City State Zip Code Phone Number ❑ City ❑ Village own Nearest Road ( ) wi K UE~" Code derived design flow rate GPD Ft ew Construction Use, ❑ Residential /Number of bedrooms placement ❑ Public or commercial - Describe: Flood Plain elevation if applicable ft. material ral comments and recommendations: R Boring Boring # L ft, Depth to limiting factor in. ~~~YYY 111 Pit Ground surface elev. Soil A lication Rate PrLz- Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots ff#1 GPD/ TFI 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. v- to lc9-IS 3 if lY wo►tie- 5~~ k ❑ Boring # Boring Depth to limiting factor in. ❑ Pit Ground surface elev. -ft. g Soil A lication Rate Horizon Depth Dominant Coior Redox Description Texture Structure onsistence Boundary Roots ff#1 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD s < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number C241& -n ,viml z6 9 Date Evaluation Conducted Telephone Number Address SBD-8:)30 (R11/11) Property Owner Parcel ID # Page of ❑ Boring # F-1 Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots Sod GPD ftti2 Rate in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 Boring Boring # pit Ground surface elev. ft. Depth to limiting factor El in, Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. fF#1 ff#2 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBD-8330 (R11/11) Sti 1714 `Dvj, ~t yYLE ON4 t l~ r,✓~S C~~J~t~.~t~1 ~ S i gI~CS l,~/E12~ o~SE~✓~~ 6~l