HomeMy WebLinkAbout026-1309-27-000 RecEN«v csT a01 - i1 q
E ' 07 2p21 SOI EVALUATION REPOR #2111
\_' • d fety in once with Comm 85,Wis.Adm.Code j Page 1 of 3
s / Pr°fe ' al S ix count',pment nx Schmitt Soil Testing,Inc.
��....� rnunilY OeVeloD County 4 i1 1
Attach complete site pla than 8%x 11 inches in size Plan must St.Croix 16 y` Ia�7I1 sT
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.
Please print all Information. Date
0?�0 - 130?- Z?-DS 0 1-7
Personal Information you provide may be used for secondary purposes(Pnvacy Law,s.15.04(1)Cm)). Rev a By / I 1 ?t I ) /� / G Z
Property Owner Property Location /(L! f j! !!/
DCCI Investments, LLC Govt.Lot NW1/4, SE1/4, S12,T3ON, R18W
Property Owner's Mailing Address Lot# 1 Block# Subd.Name or CSM#
1505 Hwy 85 66 Waters Edge Second Addition
City State Zip Code Phone Number City Village ' Town Nearest Road
New Richmond 1 WI 1 54017 i 612-599-4244 Richmond I 147Th Street
. New Construction Use. Residential/Number of bedrooms _,___4 Code derived design flow rate 600 GPD
Replacement _; Public or commercial-Describe:
Parent material Ouhvash(Burkhardt-Sattre Complex) Flood plain elevation,if applicable 977.3' ft.
General comments Area is suitable for a conventional system with a 0.5 gpd/sgfl rate. Possible system elevation for Area 1 is 101.7(high trench)100.7
and recommendations: (low tench).Slope of area is 10%.
1 Boring# Boring
Pit Ground surface elev. 102.2 ft. Depth to limiting factor 96+ In. Soy Application Ray
Horizon Depth Dominant Color • Redox Description Texture Structure Consistence Boundary Roots GPD/II'
in. Munsell Qu Sz Cont Color Gr Sz.Sh 'WW1 'Ent
1 0-9 10yr3/3 i none i 51 ' 2msbk mfr Cs lvf 0.6 1.0
I
2 9-12 10yr5/3 none grsl 2msbk mfr gw lvf 0.6 1.0
3 12-23 7.5yr4/6 none grsl lmsbk mfr gw - 0.4 0.7
4 23-34 10yr5/4 none gtis lcsbk mvfr cs - 0.7 1.6
5 3448 10yr5/6 none grcos Osg ml a - 0.7 1.6
6 48-72 10yr6/4 none grcos Osg ml cs - 0.7 1.6
7 72-96 10yr6/4 none cos 0sg ml - - 0.7 1.6
2 Boring# Boring
Pit Ground surface elev. 102.20 ft. Depth to limiting factor 96+ In. Soy Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence)Boundary Roots GPM'
in. Munsell i Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ef i 'Et1a2
1 0-8 I 10yr3/3 none sl 2msbk mfr as lvf 0.6 1.0
2 8-28 10yr4/4 none sd 2msbk mfr gw 1vf 0.4 0.6
3 28-32 7.5yr4/6 none grsl 2msbk mfr gw - 0.6 1.0
4 32-40 10yr5/6 none grs Osg ml Cs - 0.7 1.6
5 40-51 10yr6/4 none t s Osg ml cs - 0.7 1.6
6 51-96 10yr6/4 none fs Osg ml --- ---- 0.5 1.0
1
•Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L •Effluent 02=BODS<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing,Inc. Day Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 6/2/2021 715-780-1978
SBD43)0(R.07/00)
Property Owner MCI Investments,LLC Parcel ID t1 Z.f« Pape 2 of 3
3 Boring** P � Ground surface else. + h,105.6 ft. Depth to limiting factor 96
" --- Soil Application Rate
Horizon Depth Dominant Color Redox Desaiption Tetdure Structure Consistence Boundary Root GPD/M
in. Munson Qu.Sz.Cont.Color Gr.Sz.Sh. TAM 'EOM
1 0-9 10yr3/3 none sit 2msbk mfr as lvf 0.6 0.8
2 9-22 10yr4/4 none sid 2msbk mfr 9w lvf 0.4 0.6
3 22-30 10yr4/4 none sd 2msbk mfr 9w lvf 0.4 0.6
4 30-40 10yr5/6 none grls Osh ml gw - 0.7 1.6
5 40-47 10yr5/6 none grlfs lcsbk mvfr gw - 0.5 1.0
6 47-66 10yr6/4 none grcos Osg ml as ---- 0.7 1.6
7 66-96 10yr6/4 none s Osg ml - 0.7 1.6
Boring
4 Boring# Pit Ground surface elev. 99.2 ft. Depth to limiting factor 24 in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure IConsistence1 Boundary I Roots GPDAt•
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I 1 'Ea#1 Tite2
1 ' 0-10 10yr3/3 none sl 2msbk mfr as 2f,2vf 0.6 1.0
2 10-18 10yr3/2 none sl 2fsbk mfr gw lvf 0.6 1.0
3 18-24 10yr4/4 none grsl 2msbk mfr gw 1vf 0.6 1.0
4 24-34 7.5yr4/4 7.5yr6/8 Os lcsbk mvfr as - 0.7 1.6
7.5yr6/2
5 34-42 10yr6/4 t2�5r6/2 sl lmsbk mfr gw - 0.4 0.7
6 42-96 10yr6/4 r2d /6
7.5r6/2yr6/2 IS lcsbk mvfr - -- 0.7 1.6
( ]Boring
5 Boring 0n Pit Ground surface elev. 100.2 ft. Depth to limiting factor 20 In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDrW
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh 'EMI 'EWM2
1 0-8 10yr3/3 none sl lmsbk mfr as 2f,2vf 0.4 0.7
2 8-20 7.5yr4/6 none grsl lmsbk mfr gw lvf 0.4 0.7
3 20-41 7.5yr4/6 c2A /8 grsl lmsbk mfr
7.5yr612yr6/2 9w lvf 0.4 0.7
4 41-46 10yr5/2 7' 8 sil 2msbk mvfr as - 0.6 0.8
z5yr6/2
5 46-96 10yr6/4 flf 7.5yr6/6 7.Syr6/2 s 0s9 mfr gw - 0.7 1.6
l
•Effluent#1 =BOD5>30<220 mg/I-and TSS>30< 150 mg/I- 'Effluent#2=BOD5<30 mg/I_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 TIN 608-264-8777.
55134330(RO7OO) SdlinItt Sor Tasting,Inc.
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