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HomeMy WebLinkAbout026-1306-00-040 (3) `*sconsin SOIL EVALUATION REPORT P JLD #1509 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings h" Soil Testing, Inc. County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. /40 Please print all information. Revi By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Sienna Corporation ovt. Lot W1/4, 1/4, S18, T30N, R18W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 40 The Glens Of Willow River City State p Cod h n%Nnq# ❑ City ❑ Village ❑ Town Nearest Road Minneapolis MN 5435 Richmond 95Th St. ❑ New Construction Use: ❑ R idential / Number of becIMM&I 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Pu is or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments y+~~ ("S - and recommendations: Area is suitable for a conventional system with a 0.6 gpd/ sgft rating. Possible system elevation for Area 1 is 94.93'. r`- a_ da 4 .03 F i Boring # Boring 93 ❑ Pd Ground surface elev. 97.63 ft. Depth to limiting factor 104 Z - S it Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EfI#1 •Eff#2 1 0-11 10yr3/3 none sil 2fsbk mfr as 2vf .6 .8 2 11-25 7.5yr4/4 none scl 2msbk mfr gw lvf .4 .6 3 25-41 7.5yr5/6 none sl 2csbk mvfr gw .6 1.0 4 41-60 10yr5/6 none sl 2msbk mfr Cs .4 .7 5 60-70 10yr5/4 none grcos Osg ml Cs .7 1.6 6 70-104 10yr6/4 none s Osg ml as .7 1.6 7 104+ weathered sandstone /t" o 1 S4k h Sr' <vfi C z r Boring # ~ Boring M ❑ Pit Ground surface elev. 98.65 ft. Depth to limiting factor 82 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 sl 2fsbk mfr as 2vf .6 1.0 2 7-12 10yr3/4 none sl 1mpl mfr gw 1vf .6 1.0 3 12-30 10yr4/4 none sl 2msbk mfr cs .6 1.0 4 30-43 7.5yr4/6 none grcos Osg ml Cs .7 1.6 5 43-52 7.5yr5/6 none s Osg ml Cs .7 1.6 6 52-82 10yr5/4 none grcos Osg ml as .7 1.6 7 82+ weathered sandstone ~3 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 <_30 mg/L and TSS <_30 mg/L MAC ' CST Name (Please Print) Signature: y/ CST Number Thomas J. Schmitt ~''O''"` " 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9122/2006 715-247-2941 SBD-5330 (R07/00) Property Owner Sienna Corporation parcel ID # 40 Page 2 of 3 +V F-3 ] Boring # U Boring ❑ pit Ground surface elev. 98.68 ft. Depth to limiting factor 82 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 0-8 10yr3/3 none sil 2fsbk mfr as 2Vf .6 .8 2 8-17 10yr5/3 none sil lmpl mfr gw ivf .4c .6 3 17-40 10yr4/4 none sicl 2msbk mfr cs .4 .6 4 40-46 7.5yr4/6 none s Osg ml gw .7 1.6 5 46-56 10yr6/4 none s Osg Ml Cs .7 1.6 6 56-82 10yr5/4 none cbcos Osg ml as .7 1.6 7 82+ weathered sandstone ❑ 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. *Eff#1 *Eff#2 I i ❑ 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. *Ef1#1 *Eff#2 * Effluent #1 = BODS> 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. SB"330 (807/00) Schmitt SON Tesft, Inc. Page -7 of Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1.595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature:_ Lot No.: VC 7 C Date: 10,6 Legal Description: 3LL) 1/4 SE 1/4 S18 T30N RI 8W Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El. 997,f ° Top of Slope= Contour Line El. Contour Line Length IV# Scale 1" = 40' Gm \ 131 ev Akc-A 7/ .10 ~ 9 to V) U ~r"r3re-~ ©f~y.Y~a.I ~~L~~C(~LyJ lnrC~re S'~r/! avi $`iT~ c~ t',L•~e ~s ~ t.1Ci.s Cakclk,e.~ec~ ~fieY ow,e lae Rerr~cr/, ~ Ld This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use. i