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HomeMy WebLinkAbout026-1309-29-000 C57-ea(- �5 ......,„ ©EVE D �_ aria SOI EVALUATION REPORT nx 95 #2113 • : - Pro :. ', al p7 2021 n : ••• •ante with Comm 85,Wis.Adm.Code Page 1 of 3 S Schmitt Soil Testing,Inc. Attach complete site plan . pa thu hr851'x • -. in size. Plan must St,Croix 'big. )N,}R sr include,but not limited to: ertical a'••�.'I • 'It ' ..int(BM).direction and percent slope,scale or d - -•if.Uf.!7 . •-,and location and distance to nearest road. I G� Please print all Information. e` ed By "(.- Z41-r�G� Rev By) i -D7a Personal mforma6on you provide may he used for 6ecaMer)'papoose(Privacy Law,s.tS.(M(1)(m)). I /Owner Property LocationI/-7---7.--- Property DCCI Investments, LLC Govt.Lot NW1/4,SE1/4,S12,T30N, 18W Property Owner's Mailing Address Lot! Block I Subd.Name or GSM' 1505 Hwy 65 68 Waters Edge Second Addition City State Zip Code Phone Number City Village ., Town Nearest Road New Richmond 1 WI 1 54017 1 812-599-4244 Richmond I 147Th Street P1 New Construction Use: H Residential/Number of bedrooms 4 _ Code derived design flow rate 800 GPO Li Replacement Li Public or commercial-Describe: Parent material Outwash(Burkhardt-Sattre Complex) Flood plain elevation,if applIcable 977.3' ft. General comments Area is suitable for an At-Grade System. System elevation is 96.75 base off the contour line established al 96.75'.Slope d area Is and ^''me atlons: 7y., f+1er-k' a►Y/ 7014 sn /rrh� • Vota,r)- Sy5)264- cef(0b,A-oi to d r4i1ria 1 Boring if 1 Boring t ic '-4 r/ Pit Ground surface elev. 95.0 fl. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM' in. Munsell Qu.Sz.Cont.Color Gr Sz Sh. 'BIM 'BM 1 0-9 10yr3/3 none sl 2msbk mfr as 2vf 0.6 1.0 r 2 9-23 10yr4/4 none sd 2msbk mfr gw lvf 0.4 0.6 3 23-37 10yr4/6 none Is lcsbk mvfr gw - 0.7 1.6 4 37-47 7.5yr4/4 m2d 10yr6/22 6 grlfs lcsbk mfr cs -- 0.5 1.0 5 47-58 l0yr6/4 c2d r6/8 1 1 fs 0sg ml cs - 0.5 1.0 6 58-86 10yr5/4 c2d 7.5yr6/6 grcos - - 0.7 1.6 7.5vr6/1 Water at 100" 2 Boring# Boring Pit Ground surface elev. 96.85 ft. Depth to limiting factor __44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistences Boundary Roots . GPD/fe in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'MI 'Env 1 0-8 10yr3/3 none SI 2fsbk mfr 9w 1 lvf 0.6 1.0 2 8-17 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0 3 17-28 10yr4/6 none grsl 2msbk rnfr cs - 0.6 1.0 4 28-44 7.5yr4/4 none grs 0s9 ml as 0.7 1.6 5 44-55 1Oyr6/4 c2d j 5yss/5 grsl Om mfr as - 0.2 0.6 6 55-90 10yr5/4 m2d 7.5yr6/6 7.5vr6/1 � --g 0sg ml - 0.7 1.6 Water at 90* •Effluent s1 =BODS>30<220 mg/L and TSS>30< 150 mg/L 'Effluent 12-BOD5<30 mg/L and TSS c 30 mg/L CST Name(Please Print) Signature CST Number Thomas J. Schmitt 227429 Address Schmitt SoH Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd St.New Richmond,WI 54017 8/3/2021 715-760-1978 Sabine(x 09,w) . Property Owner DCCI Investments,LLC Parcel ID. /411-40 Pegs 2 of 3 . •�� Boring 0 • PitP Ground surface elev. 94.80 ft. Depth to limiting factor 42 in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJR' in Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. *Ent 'EINn 1 0-6 10yr3/3 none sl lmsbk/1mpl mfr as lvf 0.4 0.7 2 6-10 10yr4/4 none sd lmsbk mfr gw 1vf 0.2 0.3 I 3 10-22 7.5yr4/4 none grsl lmsbk rnfr gw - 0.4 0.7 4 22-30 7.5yr4/6 none grsl Om mfr gw - 0.2 0.6 5 30-42 10yr5/6 none grts lcsbk mvfr cs - 0.7 1.6 6 42-56 10yr5/6 c2d 75yr6/8 grs Osg MI cs - 0.7 1.6 7syr6/3 . Water at 87• 4 Boring ar ng PR Ground surface elev. 97.40 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color I Redox Description Texture Structure •Consistenos Boundary Roots GPD/1t In. Munsell Qu. Sz.Cont.Color Gr.Sz.Sh. • •EMi1 •ERa2 1 0-11 10yr3/3 none sl lmsbk/lmpl mfr as 1vf 0.4 0.7 2 11-21 10yr4/4 none sd lmsbk mfr 9w lvf 0.2 0.3 3 21-32 10yr5/4 none grsl lmsbk mfr gw - 0.4 0.7 4 32-45 10yr5/6 none grsl Om mfr gw - 0.2 0.6 mad 7.5yr6/8 5 45-57 7.5yr4/6 7.5w6/2 g lcsbk mvfr cs 0.7 1.6 6 57-62 7.5yr4/6 r 7.5yrr6/3/8 grs Osg ml cs - 0.7 1.6 7.5yr5/3 Boring 5 Boringpp.�,,at • pit Ground surface elev. 98% Yo ft. Depth to limiting factor 3? in, Soil Application Rate Horizon Depth ' Dominant Color Redox Description I Texture I Structure 'Consistence Boundary Roots GPD Z In. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. TRIM 'E11112 1 0-12 10yr3/3 none SI lmsbk mfr as lvf 0.4 0.7 2 12-17 10yr4/4 none sl 2fsbk mfr gw - 0.6 1.0 3 17-25 7.5yr4/4 none grsl 2msbk rnfr gw - 0.6 1.0 4 25-39 10yr4/4 none grs Osg ml cs - 0.7 1.6 5 39-58 10yr5/6 7.5yr6/2yr6/2/8 Ms lcsbk mfr cs - 0.4 0.6 6 58-74 10yr4/6 /6 7.5yr6/1yr6/1 gris lcsbk mfr as - 0.7 1.6 2fsbk •Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent R2=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 TIY 608-264-8777. SBD4310(R 07/00) SdWMt Sall Tears Inc. Pape 3 of 3 • ' . 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