Loading...
HomeMy WebLinkAbout040-1068-90-000(21) 3 Departme gyp #1760 SOIL 9VAL ATKW SPORT Safety and 2(�1 age 1 of 3 t i rdance with Comm omm is.Adm.Code s � Professional Servit�l�ij Schmitt Soil Testing,Inc. ` „...-' CQUNN County Attach complete site plan on papetGr p$ ,,xx��IbTin size. Plan must St.Croix include,but not limited to:verlj ouwk6 We n' point(BM),direction and percent slope,scale or dimens W north arrow,and location and distance to nearest road. Parcel I.D. 0910 Please print all information. Rev ad B D Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ,y � /Z Property Owner Property Location DCCI Land Planners Govt.Lot NW1/4, NW1/4, S17,T28N, R19W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1505 Hwy 65 P.O. Box 445 21 Meadow Valley Of Troy City State Zip Code Phone Number City ❑Village X Town Nearest Road New Richmond WI 1 54017 1 Troy I East Cove Rd New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Sand Flood'plain elevation,if applicable NA ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is(Step Trenches)94.5'& and recommendations: 93.6'. Slope is 11°k. a Boring# ❑Boring Pit Ground surface elev. 97.2 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHt' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mvfr cs 1vf 0.6 1.0 2 10-25 10yr3/1 none sil 2fsbk mvfr gw 1vf 0.6 0.8 3 25-33 10yr4/3 none sicl 2fsbk mfr gw ivf 0.4 0.6 4 33-47 10yr4/4 none sl 1msbk mfr gw ivf 0.4 0.7 5 47-66 7.5yr5/6 none Is icsbk mvfr cs ------ 0.7 1.6 6 66-115 10yr6/4 none s OSg ml ---- ------ 0.7 1.6 2]Boring# ❑Boring Pit Ground surface elev. 97.55 ft. Depth to limiting factor 112+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mvfr gw 1vf 0.6 1.0 2 10-18 10yr3/1 none sil 2fsbk mfr cs ivf 0.6 0.8 3 18-26 10yr4/3 none sicl 2fsbk mfr gw ivf 0.4 0.6 4 26-37 10yr4/4 none sil 2msbk mfr gw 1vf 0.6 0.8 5 37-53 10yr4/4 none sl 2fsbk ml gw ------ 0.6 1.0 6 53-70 7.5yr5/6 none Ifs icsbk ml a ------ 0.5 1.0 7 70-112 10yr6/4 none grcos Osg ml ---- ------ 0.7 1.6 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS S.30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt � 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 5/6/2014 715-760-1978 SBD-8330(8.07/00) Property Owner DCCI Land Planners Parcel ID# Page 2 of 3 F3 E]Boring Boring# E]Pit Ground surface elev. 100.95 ft. Depth to limiting factor 112+ 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 0-9 10yr3/3 none sl 2mgr mvfr gw lvf 0.6 1.0 2 9-20 10yr3/1 none sl 2fsbk mfr cs lvf 0.6 1.0 3 20-37 7.5yr4/6 none grsl 2msbk mfr gw ivf 0.6 1.0 4 37-53 7.5yr5/6 none Is lcsbk mvfr gw lvf 0.7 1.6 5 53-67 7.5yr5/6 none grs Osg ml cs ------ 0.7 1.6 6 67-84 10yr5/6 none cos Osg ml as ------ 0.7 1.6 7 84-112 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 n Boring F4 Boring# Pit Ground surface elev. 99.38 ft. Depth to limiting factor 110+ 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 *Etf#2 1 0-8 10yr3/3 none sl 2fsbk mvfr gw lvf 0.6 1.0 2 8-18 10yr3/2 none sl 2msbk mvfr gw ivf 0.6 1.0 3 18-31 10yr3/4 none sl 2msbk mfr gw lvf 0.6 1.0 4 31-42 10yr4/6 none sl 2msbk mvfr gw 1vf 0.6 1.0 5 42-69 10yr5/6 none Is Osg ml cs ------ 0.7 1.6 6 69-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 ❑Boring F-s Boring# 0 Pit Ground surface elev. 99.0 ft. Depth to limiting factor 110+ 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 1 0-14 10yr3/3 none sl 2fsbk mfr gw ivf 0.6 1.0 2 14-24 10yr3/1 none I 2fsbk mfr gw lvf 0.6 0.8 3 24-34 10yr3/4 none sil 2fsbk mfr gw lvf 0.6 0.8 4 34-49 10yr4/4 none sil 2fsbk mfr gw ------ 0.6 0.8 5 49-58 10yr4/6 none sl 2msbk mfr cs ------ 0.6 1.0 6 58-76 10yr5/6 none Is Osg ml as ------ 0.7 1.6 7 76-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 *Effluent#1 =BOD5>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. SBD-8330(R.07/00) Schmitt Soil Testing,Inc. • Page 3 of 3 __--- -_._- eonddueted-fiy:. Schmitt Soil Test,lnr,.---- —;--- Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65 State,-Zip. -_New Mcfimon 540f� fUeyv Richmpnd,X111'S4 ,17— ---- _ -- --- ---- Phone:,715-760-1978 - ---- _- Subdivision: Meadow Valley Of Troy, –—---- _Sign_ - --— 21 pate 9sron-- WWV4 WW 4P 28 — T 19W — — �i Backhoe Pit Township,',County: Troy T_ownshi_p St.Croix County A-Bench MarTc T-EF 1 .00'Top ai�7 steel pipe. ;Line Pt between lots 21 &22(889.67 ------,Q--Bernch-Mark-Z EIr198: 5 c 4'ste t "4-{89-f897�ipe�L n --- --- —_.:— --_ Slope= 11% - -- -- -- --- -------. ___. ---- --- - - ----= Scale 1"=40, 321 B3 I P ©po� �