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Home My WebLink About004-1022-95-000 (4) ORIGINAL J4 #2381 ~ 1 n SOIL EVALU TION REPORT Department of Commerce in accordance wit m 85, Wis. Adm. Code Page 1 of 5 Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on paper not less than 8'/z x 11 inches in ' e. mu t County St. Croix include, but not limited to: vertical and horizontal reference point (BM), irectl percent slope, scale or dimensions, north arrow, and location and distan to n rest oad. Parcel I.D. s( lot 4 pending Please prin pp ~~n~`e08R\.-''C-C Reviewed By Date Personal information you provide may be u d for scbFdd'Ar9 ~~/S~r ivacy IL w, s. 15. (1) (m)). Property Owner roperty Location Ofstie, Darin AUG 0 3 2007 ovt. Lot NE1/4, SE1/4, S10, T28N, R15W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 2104 Pierce/St. Croix Road ST. CROIX COUNTY 4 Pond View Acres City State ❑ City ❑ Village Z Town Nearest Road Baldwin WI 54002 715-684-3299 Cady 310Th St. New Construction Use: ® Residential / Number of bedrooms 2 Code derived design flow rate 300 GPD Replacement ❑ Public or commercial - Describe: Parent material loess over till Flood plain elevation, if applicable NA ft. General comments install 4'x 75' rock cell mound on south 100.0 contour (B-9 to above B-4) as upslope edge of rock w/ 2.5' and recommendations: of sand fill w/ state/county approval for interpretive determination y -pod /'L Ilk 17 Boring # ❑ Boring ® Pit Ground surface elev. 98.9 ft. Depth to limiting factor 0 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 0-4 7.5YR 3/2 - sil 2 m gr mvfr gs 1f/m .6 .8 2 4-9 7.5YR 3/2 - sil~ 2 f sbk mvfr gs lm .6 .8 3 9-11 7.5YR 3/2 - sil 1 m sbk mvfr cs lm .4 .6 4 11-20 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 2 m pl mvfr gs lm 0 .2 5 20-26 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 m sbk ds gs lm .4 .6 6 26-40 7.5YR 4/4 m3p 7.5YR 4/6,5/8 scl 0 m dvh - lm 0 0 7.5YR 5 3 lacks A+4"; presumptive limit is 0"; H3 sbk occasionally parts to 1 m pl; 1 m roots to 33" Boring # ❑ Boring ® Pit Ground surface elev. 100.9 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD1ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 7.5YR 3/2 - sil 2 m gr mvfr gs if/m .6 .8 2 4-9 7.5YR 3/2 - sil 2 f sbk mvfr gs 1m .6 .8 3 9-17 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 f-m pl mvfr cs 1m .4 .6 4 17-30 10YR 5/2 m2d 7.5YR 4/6 sicl 0 m mfi - 1m 0 0 lacks A+4"; presumptive limit is 0"; 1 m roots to 29" Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <050 g/L n - D5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: i 1 CST Number Henry F. Grote 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 10/10/2005 715-233-0398 SBD-8330 (R.07/00) t Property Owner Ofstie, Darin Parcel ID # lot 4 pending Page 2 of 5 3 ❑ Boring ❑ Boring # Pit Ground surface elev. 100.3 ft. Depth to limiting factor 0 in. ® Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft: in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I -Eff#2 1 0-8 10YR 3/3 - sil 2 f sbk mvfr cs 1m .6 .8 2 8-14 10YR 4/4 f1f 7.5YR 4/6 sii 1 m sbk mvfr gs lm .4 .6 3 14-34 10YR 4/6 f2d 7.5YR 4/6 sl 0 m dh gs 1m .2 .6 4 34-42 7.5YR 4/6 f3p 7.5YR 5/8,5/3 sl 0 m mfi - - .2 .6 i lacks A+4"; presumptive limit is 0"; 1 m roots to 32"; NOTE: B-3,4,5,6.9,10 elevations reference south BM's as 100.0; B-1,2,7,8 elevations reference north BM's as 100.0 ,4 Boring Boring # Z Pit Ground surface elev. 99.1 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft: in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-8 10YR 3/3 - sil 2 f sbk mvfr cs 1m .6 .8 2 8-10 10YR 3/3 f1d 7.5YR 4/6,5/3 sil 1 m sbk mvfr cs im .4 ! .6 3 10-14 10YR 4/3 f2d 7.5YR 4/6,5/3 sil 1 f-m pl mvfr gs lm .4 .6 4 14-18 10YR 4/6 c2d 7.5YR 4/6,5/3 sl 1 m sbk mvfr gs lm .4 .7 5 18-32 10YR 4/6 m3p 7.5YR 5/8 10YR 6 2 sl 0 m dh gs - .2 .6 6 32-42 7.5YR 4/6 m3p 7.5YR 5/8 sl 0 m mf - - .2 .6 10YR 6/2 lacks A+4"; presumptive limit is 0"; NOTE: B-3,4,5,6,9,10 elevations reference south BM's as 100.0; B-1,2,7,8 elevations reference north BM's as 100.0 rJ Boring Boring # X Pit Ground surface elev. 99.5 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-6 7.5YR 3/2 - sil 2 f sbk mvfr CS 1m .6 .8 2 6-9 7.5YR 3/2 f1f 7.5YR 3/4,5/3 sil 1 m sbk mvfr cs lm .4 .6 3 9-15 10YR 4/4 c2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs im .4 .6 c3p 7.5YR 4/6,5/8 4 15-25 10YR 4/4 7.5YR 5/3 sl 0 m dh gs lm .2 .6 m3p 7.5YR 4/6,5/8 5 25-38 7.5YR 4/4 7.5YR 5/3 scl O m mf - lm 0 0 i lacks A+4"; presumptive limit is 0"; 1 m roots to 32"; NOTE: B-3,4,5,6,9,10 elevations reference south BM's as 100.0; B-1,2,7,8 elevations reference north BM's as 100.0 I * 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.07/00) Certified Soil Testing, LLC Property Owner Ofstie, Darin Parcel ID # lot 4 pending Page 3 of 5- Boring # Boring X, Pit Ground surface elev. 99.7 ft. Depth to limiting factor 13 in. Soil Application Rat 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 0-2 10YR 4/3 - fsl 2 m gr mvfr gs 1f/m .4 ~ 8 2 2-8 10YR 4/3 - fsl 1 m sbk mvfr cs if .2 .6 3 8-13 10YR 4/4 - fsl 1 m sbk mvfr gs 1m I .2 .6 4 13-18 10YR 4/4 f2f 7.5YR 4/6 fsl 1 m sbk mvfr gs lm .2 .6 f2d 7.5YR 4/6 5 18-20 10YR 4/4 10YR 612 fsl 1 m sbk mvfr cw 1M .2 .6 6 20-26 10YR 4/6 f2d 7.5YR 4/6 ►fs 0 sg ml cs 1m .5 1.0 10YR 6/2 7 26-31 10YR 4/6 f2d 7.5YR 4/6 fsl 0 m mvfr cs 1M .2 5 l0YR 6/2 Boring 6a goring # Pit Ground surface elev. 99.7 ft. Depth to limiting factor 13 in. X Soil Application Rat 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 8 31-43 10YR 4/4 cap 7.5YR 4/6 Ifs 0 sg ml - lm 5 1.0 10YR 6/2 i I i I i marginal A+4"; 4-10 mm inclusions B horizon 7-8"; 1 m roots to 42"; H 8 is near field capacity Boring M Boring # X Pit Ground surface elev. 99.5 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. `Eff#1 •Eff#2 1 0-8 10YR 3/3 - sil 2 m gr mvfr gs 1m .6 .8 - 2 8-11 10YR 3/3 f1f 7.5YR 3/4,5/3 sil 1 m sbk mvfr cs lm .4 .6 3 11-17 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs 1m .4 .6 4 17-28 10YR 6/3 m2p 7.5YR 4/6,5/3 sl 0 m mvfr - lm .2 .6 - lacks A+4"; presumptive limit is 0"; 1 m roots to 24"; NOTE: B-3,4,5,6,9,10 elevations reference south BM's as 100.0; B-1,2,7,8 elevations reference north BM's as 100.0; B-7 &B-8 constructed 11/22/05 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.07/00) Certified Soil Testing, LLC Property Owner Ofstie, Darin Parcel ID # lot 4 pending Page 4 of 5 L] Boring ❑ Boring # Pit Ground surface elev. 99.3 ft. Depth to limiting factor 0 in. X Soil Application Rat 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 10YR 3/3 - sil 2 m gr mvfr cs lm .6 .8 2 7-14 10YR 4/3 f2d 7.5YR 4/6,5/3 sicl 1 f-m sbk mvfr gs lm .2 .3 3 14-30 10YR 5/2 f2d 7.5YR 4/6 cl 0 m mfi - if 0 1 0 II ~I lacks A+4"; presumptive limit is 0"; 1 m roots to 20"; NOTE: B-3,4,5,6,9,10 elevations reference south BM's as 100.0; B-1,2,7,8 elevations reference north BM's as 100.0; pit constructed 11/22/05 9 L Boring Boring # ; Pit Ground surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rat 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 0-9 10YR 4/4 - sil 1 m sbk mvfr cs lm .4 .6 2 9-12 10YR 4/4 - sil 1 f pl mvfr cs 1M .4 .6 3 12-22 10YR 4/4 f1d 7.5YR 4/6 sl 1 m sbk mvfr gs 1M .4 7 4 22-42 7.5YR 4/4 f2p 7.5YR 5/8 sl 0 m mfr - - .2 .6 12/4/06 pit lacks A+4";presumptive limit is 0"; H3 has common inclusions 10YR 6/2 fs; H4 has inclusions 10YR 6/2 & 7/2 fs; top soil likely stripped by brush removal in late '05-if present, pit would meet A+4" Boring Boring # Pit Ground surface elev. 98.6 ft. Depth to limiting factor 26 in. - Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 7.5YR 3/2 - sil 1 m sbk mvfr cs im .4 .6 2 10-19 10YR 4/4 - sil 1 m sbk mvfr cw lm .4 .6 3 19-26 10YR 5/4 - fs 0 sg ml cs 1m .5 1.0 4 26-28 10YR 5/4 f2d 7.5YR 4/6 fs 0 sg ml cs lm .5 1.0 5 28-58 7.5YR 4/4 f2d 7.5YR 5/3 sl 0 m mfr - - .2 .6 12/4/06 pit located southeast of hand dug pit by Jansky/Grote during spring '06 site evaluation * 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.07/00) Certified Soil Testing, LLC s 2 a Ck Ilk T) o CQR.3S \ p 2~ ~ \ro • 4~ r, ztz-+It r pp M' << B'b t O ~ ~ • 4 4L, 1 x ~e S @ 6 q (_l - •3 ~9ck ~S }G 2, V) (Q4., J-4 - 4Sb,QS T