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HomeMy WebLinkAbout032-2114-60-000 0u)0 3 c m f , O 3 CD C1 N 'O T 7 C :y < O C C O? W N CA a > O. CD CD N r7 fD r + ; C - D W o N CL Cl, 0 o 3 O. O 00 SI d � O O _ A m v v y a a cn a o o O T N Cn� IWO Ln CA EL i Z m ID CD X v, CD ° ° o OUf O c C 3 r D o z a O O O 1�1. ' � o S c f�q N N v ^� 3� O q A a C) O M CCD m .fin UI N O �1 CA = ' N O !V N w 3 .. m m CL r! N z za_oz o D o m O p � 3 3 CD C fD cn y CD jo C N W ...." O. CL D O Z = C p �_ -i N N D c A n J p z o m ° 0 O. O Z ca W C 0 r! c n < O < N Z < < C CD o a a 0 I v � CD a CD a A L a 0 V A 0 ti O d0 V (D !', w � � r O CL 1031 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8 %x 11 inches in size. Plan must County 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. eni 032- 2114 -60 -000 . f D Please print all information. Re ewes BY Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). •� - Property Owner Property Location M & G Inc Govt. Lot NE 1/4 SW 1/4 S 3 T 33 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1359 Awatukee Trail 6 na Meadowoods City State Zip Code Phone Number City J Village Lej Town Nearest Road Hudson I WI 1 54016 1 715 -549 -5971 Somerset I 53Rd St. lei New Construction Use: V Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _J Replacement I Public or commercial - Describe: Parent material Outwash Plain Flood plain elevation, if applicable na General comments and recommendations: Areas I & II are suitable conventional systems with 0.7 gpd /sgft rating. Sytem elevations for both areas may range from 90.45' to 92.40'. Boring # J Boring pej Pit Ground Surface elev. 97.45 ft. Depth to limiting factor >120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 1Oyr3/2 none sit 2mgr mfr gw 2m .5 .8 2 8 -29 1Oyr4/4 none sit 2msbk 2msbk gw 1f .5 .8 3 29-40 7.5yr4/4 none Is 1 msbk mvfr gw - - -- .7 1.2 4 40 -120 1Oyr5/4 none ms Osg ml - - -- - - - - -- .7 1.2 Z. -fo I F2 ] Boring # I Boring J Pit Ground Surface elev. 97.40 ft. Depth to limiting factor >121 in. Soil Application 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 0-4 1Oyr3/2 none sit 2mgr mfr gw 2m .5 .8 2 4 -16 1 Oyr3 /4 none sit 2msbk mfr gw 1 f .5 .8 3 16 -24 1Oyr4/4 none I 2msbk mfr gvv - - -- .8 4 24 -45 1Cyr4/4 none sl 2msbk mfr gw -- - .5 - - 5 45 -68 1Oyr3/4 none gris 1msbk mfr g - - - - -- i2_> 6 68 -121 10yr5 /4 none ms Osg ml rn - - 7 1.21, ' "` 0 q,� A--- 92.4F) 1 _ . E * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 d �� CST Name (Please Print) Signature: c Number Thomas J. Schmitt zc»sao r � Address Tom Schmitt Date Evaluation Conducted Tele r 586 Valley View Trail, Somerset, WI 54025 3/15/01 715 -549 -6651 I Property Owner M & G Inc Parcel ID # 032 - 2114 -60 -000 Page 2 of 3 3 ] F Boring # Boring �/ Pit Ground Surface elev. 96.85 ft. Depth to limiting factor >119 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 10yr3/1 none sil 2mgr mfr gw 2m .5 .8 2 6-13 10yr3/4 none sil 2msbk mfr gw if .5 .8 3 13 -33 10yr4/4 none Sid 2msbk mfr gw - - - - -- .4 .6 4 33 -53 7.5yr4/4 none sl 2msbk mfr cs - - - - -- .5 .9 5 53 -119 10yr5/4 none ms Osg ml - - -- - - - - -- .7 1.2 ❑ Boring # Boring f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD S 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 �ItP.,,otP F ,,,,of -f-- — f—f 41— 4a.,o,4—+ of 1 G 1 — TTV fAR_7FA_R777 i _ II I I II I I I i i I i I i i I , I I _ I r I , I I I 9 I I �I I I I - rz/ ' I I I I I - I I I r i 1 I _ I I I I I I I I I I f ,?,� l 5rz /0 Sc i o f I ' I II I I - I i i - �. ,i � � r ' � - _- _ _ I � __ ,. 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