HomeMy WebLinkAbout026-1309-34-000 REC EV DD C5 r -�ca I - 154
1r`g3 , -:fed 07 202S0IL EVALUATION REPORT #2118
P• IY m ••-• •nce with Comm 85,Wis.Adm.Code age 1 of 3
. _ . CountY•'' al Services itt Soil Testing,Inc.
�^ ` St. Croix Cnty
wn LL77 N S
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Attach complete site plan .n Rape 1: :1 •• :sin size. Plan must County St.Croix
include,but not limited to: •. ' . a • orizontal reference point(BM).direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. I.D.Paro
41- /31xi'-3Li-ooa
Please print all Information.
Date
Personal information you provide may be used for secondary purposes(Pnvacy Law,s. 15.04(1)(m)).
7
Repflewed� YN- iGf.I 171. i�-7 ,
Property Owner Property Location //J
DCCI Investments, LLC Govt.Lot NW1/4, SE1/4,S12,T3ON,R18W
Property Owners Mailing Address Lot If Block I Subd.Name or CSMA
1505 Hwy 85 73 Waters Edge Second Addition
City State Zip Code Phone Number • ' City " 'Village : Town Nearest Road
New Richmond I WI 154017 612-599-4244 Richmond I 147Th Street
_•,.New Construction Iles: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 800 GPD
Replacement ❑ Public or commercial-Describe:
Parent material Glacial Till(Santiago-Antigo Silt Loam Series) Flood plain elevation,if applicable 977.3' ft.
General comments Area is suitable for a mound system. System elevation is 101.93'batted off the contour line established al 100.93'.Slope of area is
and` "mend°tl0us: 7%.
5 1a010 7vnirt A k,
1 Boring• ii Boring
(J pit Ground surface elev. 101.25 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
In. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. 'E1M1 '6112
1 0-10 10yr3/3 none sit 2fsbk mvfr as lvf 0.6 0.8
2 10-19 10yr4/4 none sit 2fsbk mfr gw - 0.6 0.8
3 19-24 10yr4/4 none sd 2msbk mfr gw - 0.4 0.6
4 24-37 7.5yr4/4 c212 6 sl Om mfr as - 0.2 0.6
5 37-49 10yr5/6 c2d 7.5yr6/9 Ifs lcsbk mvfr as - 0.5 1.0
7.Syr6/2 .
6 49-64 5yr4/4 m2d 7.5yr6/6
7.54r6/1SI Om rtlfr - - 0.2 0.6
J�n9
2 -Boring I n pit Ground surface elev. 101.45 ft. Depth to limiting factor 24 in. Soil Application Rase
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
lit Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'E1M1 'Efla2
1 0-9 10yr3/3 none siI 2mgr mvfr as 2f,lvf 0.6 0.8
2 9-19 10yr4/4 none sit 2msbk mfr gw lvf 0.6 , 0.8
3 19-27 10yr4/6 none sit 2msbk mfr gw lvf 0.4 0.6
4 27-38 7.5yr4/6 c2d10y166/22 6 sI lmsbk mfr as 0.4 0.7
5 38-46 7.5yr4/4 c2d 7.5116/8 7.5yr6/2 sl Om mfr as 0.2 0.6
6 46-74 5yr4/4 m2d 7.5yr6/65I Om WI - - 0.2 0.6
7.5vr6/1 -- . - -
•Effluent*1 =BOD 5>30<220 mg/L and TSS>30< 150 mg/L •Effluue�entt K2=BODS<30 ng/L and TSS<30 ng/L
CST Name(Please Print) Signature: .�i%`/`�- CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 6/4/2021 715-780-1978
SBD-11330(R WOO)
Property Owner MCI Intiestntents,LLC Parcel ID* -- - -_ 1....i 73 Page 2 ot 3
Boring•3 n Boring
PA Ground surface elev. 99.20 ft. Depth to limiting factor 28 In. Soy Egon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDI!I'
in. Munsell Ou.Sz.Cont.Color Gr.Sz.Sh. 'EIM 'ERA2
1 0-9 10yr3/3 none sit 2mgr mvfr as 2f,lvf 0.6 0.8
2 9-21 10yr4/4 none sil 2msbk mfr gw lvf 0.6 0.8
3 21-28 10yr4/6 none sd 2msbk mfr 9w lvf 0.4 0.6
4 28-32 7.5yr4/6 �lt)1Irt6/2 6 grsl Om mfr as — 0.2 0.6
5 32-64 7.5yr4/4 m2d 7.5yr6/8 7.5vr6/2 s1 Om mfi — — 0.2 0.6
__ -- __---
ri Boring
Bonng a pit Ground surface elev. ft. Depth to limiting factor _ in. 'Soil Application R
ate
Horizon Depth Dominant Color Redox Description Texture I, Structure Consistence;Boundary r Roots GPDJR'
in. Munsell Qu. Sz. Cont.Color Gr. Sz.Sh *EMI 'EIIs2
I
n Boring
Boring 0 n Pit Ground surface elev. -- ft. Depth to limiting factor in. Soy Application Rate
Horizon Depth Dominant Color Redox Description Texture i Structure Consistence Boundary Roots GPO/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz Sh. 'EIK1 'ENV
•Effluent*1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent*2=BODS<30 mg/L and TSS<30 mg/L
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SBD-8330 I R 07.00) SdmR Sail Te>rYp,Inc.
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