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HomeMy WebLinkAbout040-1068-90-000(16) `} Department UIDEvf ORT #1755 Safety and Page 1 of 3 in accordance with .Code � y Professional ServioWo 014 Schmitt Soil Testing,Inc. T County Attach complete site plan oq,q�p&kPaQ1�bait a&incohes in size. Plan must St. Croix include,but not limited to:vekti3ki�lh nt BM,direction and percent slope,scale or dimensions,north ab rrow, 11nd distance to nearest road. Parcel I.D. G—~ Please print all information. I g D Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 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 16 1 Meadow Valley Of Troy City State Zip Code Phone Number City []Village ❑ 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/slot rate. Possible system elevation for Area 1 is(Step Trenches) 100.0'& and recommendations: 99.0'. Slope is 14%. a Boring# ❑Boring Pit Ground surface elev. 98.03 ft. Depth to limiting factor 115+ 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. *Efr#1 *EfW 1 0-7 10yr3/3 none grsl 2fsbk mvfr as lvf 0.6 1.0 2 7-14 10yr4/4 none vgrls lcsbk mvfr gw 1vf 0.7 1.6 3 14-34 10yr5/6 none s Osg ml Cs ------ 0.7 1.6 4 34-115 10yr6/4 none grs Osg ml ---- ------ 0.7 1 1.6 F21 Boring# ❑Boring Pit Ground surface elev. 97.73 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 *EfW 1 0-9 10yr3/3 none si 2msbk mvfr as ivf 0.6 1.0 2 9-28 10yr3/1 none s1 2fsbk mvfr gw 1vf 0.6 1.0 3 28-46 10yr3/4 none grls lcsbk mfr gw 1vf 0.7 1.6 4 46-82 7.5yr5/6 none grcos Osg ml as ------ 0.7 1.6 5 82-110 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=BOD5 5.30 mg/L and TSS<_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 SOD-8330(P-07/00) Property Owner DCCI Land Planners Parcel ID# Page 2 of 3 ❑Boring Boring# pit Ground surfaces elev. 102.92 ft. Depth to limiting factor 115+ 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 10yr3/4 none grsi 2msbk mvfr as 2vf 0.6 1.0 2 8-18 10yr5/6 none grls Osg ml gw 2vf 0.7 1.6 3 18-84 10yr6/4 none s Osg ml cs ------ 0.7 1.6 4 84-115 10yr5/6 none grs Osg ml ---- ------ 0.7 1.6 F ❑Boring 4 Boring# pit Ground surface elev. 98.53 ft. Depth to limiting factor 112+ 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 0-8 10yr3/3 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 8-18 10yr5/6 none vgrls icsbk mvfr gw 2vf 0.7 1.6 3 18-112 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 F]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/fe in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 "Eff#2 "Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5<30 mg/L and TSS a 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(R07/00) Schmid SoA Ten".Inc. Page 3 of 3 - �anducted by: - -- -- Schmitt Soil Tpstin Inc. _i__-- -__Nam ---- Thomas J. Schmitt, CST 227429 Address. 1505 Hwy 65 City;StetE";Zip.-- -l�ew Richmond W3a� 'T ew Richrr�ond��V11i 54Q1Z_.. Phone: 715-760-1978 Subdivision: Meadow Valley Of Trot _Lot No. --- - 16 Descript►one---NW1,144-AR3'114 N1'7-T -- -- ----- Backhoe Pit Township, County; Troy Township,St.:Croix C©unty - - - e- Hlark-I_ELI 00.00 flop o Svc P-pe Rench Mark2-lEL40"W-Top-of V steel Xpe.Une Pt betwe"4ots46-&-17-{884:75) !,--- =- -- --- Slopen 14% -Scale 1"=40' 2 ----- ---- -- - - a - - - 4Mr - -- - -- ---- - ---- - - -- --- 95 - .q p2 b qk - ---- - a -- -- — -- - -- - - - 1 - -_- ----- -- -- -- - -Zvi s _ _._ - - --,j - - -- - _ - - -