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HomeMy WebLinkAbout030-2125-60-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT J Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, 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 I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 030, Please print all information. Revi ed Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). .2c& Property Owner Property Location Quest Development, Inc. Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 ar)a Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Suite 150 10700 Old County Road 15 16 Birch Park City State Zip Code Phone Number E]City []Village ■ Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E Q New Construction User Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD ❑ Replacement R Public or commercial - Describe: ft• Parent material Flood Plain elevation if applicable XT A General comments and recommendation Site suitable for a conventional below grade system L•I i~G2 ~ i a~V UPt0 add,&W A4 ;t Leo--kl Borin # 11 Boring A~ 1 ~2 1 - a g n Pit Ground surface elev. 102.13 ft. Depth to limiting factor >100 S~ llcatl Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bout Roots. OFF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Z~` *Eff# - 2 1 0-11 10yr3/3 is lmgr mvfr cs 2 f Z7\ 1.2 2 11-100 7.5 r5/4 s Osg ml - - .7 1.2 F2 Boring # ❑ Boring 98.15 >100 Q 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 0-10 10 r3/3 is lmgr mvfr cs 2f .7 1.2 2 100 10 r3/3 s Osg ml - - .7 1.2 * Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L * mg/L and TSS < 30 mg/L CST Name (Please Print) re CST Number Thomas C Nelson 227387 Address valuation Conducted Telephone Number 1432 120th Street, New Richmond, WI 715-246-2454 o?~o y Property Owner Quest Development.Inc Parcel ID # Page 2 of 3 Boring 1-71 Boring # E] Pit Ground surface elev. 97'88 ft. Depth to limiting factor >100 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 0-11 10yr3/3 - is Imgr mvfr cs 2f .7 1.2 2 11-100 7.5 r5/4 - s Os ml - - .7 1.2 ❑ Boring # C1 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *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. M-8330Test (R.07/00) . Y ICJ l r c: k Par o + ~v 3 0 P3 1t_ 3 0/ b IPA' 2 \2 A 1~ 9- 3 q, ~a 2 how c.S 4LIsor, a ~k -7 S PC-7A119/A.'6- L. o p' 7o /36- r v F-o ~I- .vEcv i.vD i v~ p v L P/,/v 30 • z 0. C9 3 0. 2.03 SO • baro G-~'GC~v M ST ©.3p • 20.3 • /0 • &-raV d 3d ` z o 70 + OVV Ulbricht & Associates 7 Private Sewage Consultants Neil Rd. D 3 Q , Z 0 yd ~D , el-" 655 O' Hudsonn, , Wis. 54016 -715, 3,'G - 7i 5 •77 2,. 3 1151-.. mom