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` �s Sa-ety and SOIL EVALUATION A 4 5 Page 1 of 3
Ps ; Professional Se 07 20t1 Or 1 j`l7tk f p Schmitt Soil Testing,Inc.
"'�^�O County
Attach complete site plan on paperifWQcea tt' %'a 11 inches in size. Plan must St.Croix
include,but not limited to:vertgtN raadihRtt: INlproao1 pc int(BM),direction and -
percent slope,scale or dimensions,north arrow,ono mason and distance to nearest road. Parcel I.D.
Please print all Information. eO�ZevL�d'�l1(3 t!1 !^Z+��r�� 7 Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)), R J/ 1 1, 47 I I '1 16Date iZZProperty Owner Property Locationn )1( r u (/
DCCI Investments, LLC Govt.Lot SW1/4, NE1/4,S12,T3ON,R18W
Property Owners Mailing Address Lot C Block I Subd.Name or GSM*
1505 Hwy 85 83 Waters Edge Second Addition
City State Zip Code Phone Number City E •visage [3 Town Nearest Road
New Richmond i WI i 54017 1 812-599-4244 Richmond I 147Th Street
[i New Construction Use Residential/Number of bedrooms 4 Code derived design flow rate 800 GPO
Replacement a Public or commercial-Describe:
Parent material _Outwash(Burkhardt-Satire Complex) Flood plain elevation,if applicable 977.3' it
General comments Area is suitable for a conventional system with a 0.5 gpolsq(I rate. Possible system elevation for Area 1 is 98.95(high trench)
and r"r°ommendato7s: 98.15'(low trench),or 4.25'yow grad,on the contour. Slope of area is 9%.
5h0)1.-114"c) 2ovtk Are s
1 Boring C Lisong /
(A Pp Ground surface elev. _100.18 R. Depth to limiting factor 89 in. Soil Application Ram
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IP
in. MunseN Qu.Sz.Cont.Color Gr. Sz.Sh. 'Efft1 'SW
1 0-12 10yr3/3 none SI 2mgr mvfr cs 2f,2vf 0.6 1.0
2 12-26 10yr4/3 none sl 2fsbk mvfr gw 1f,lvf 0.6 1.0
3 26-39 10yr4/4 none sl 2msbk mvfr gw 1vf 0.6 1.0
4 39-51 10yr4/6 none grls lcsbk mvfr cs - 0.7 1.6
5 51-89 10yr5/6 none grs 0sg ml cs - 0.7 1.6
6 89-96 10yr5/4 c2d 7.5w6/6 7.5yr6/2 grcos Osg ml - - 0.7 1.6
2 Boring rt Boring
Pit Ground surface elev. 102.80 ft. Depth to limiting factor 96+ in. Soil Applcelion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenoe Boundary Roots GPDIW
In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Filet 'E1V2
1 0-8 10yr3/3 none SI 2mgr mfr as 2f,2vf 0.6 1.0
2 8-15 10yr4/3 none gris 1tsbk mvfr gw lf,lvf 0.7 1.6
3 15-42 10yr5/6 none grs Osg ml cs lvf 0.7 1.6
-
4 42-63 10yr6/4 none fs Osg ml cs - 0.5 1.0
5 63-96 10yr5/6 none groos 0sg ml - - 0.7 1.6
r
•Effluent 01 =BOO5>30<220 mg/L and TSS>30<150 mg/L •Effluent 82=BOD5<_30 mg/L and TSS.1.30 mgll-
CST Name(Please Print) Signature CST Number
Thomas J. Schmitt _..../. 227429
Address Schmitt Soil Testing,Inc. Dam Evaluation Concluded Telephone Number
1595 72nd St.New Richmond,WI 54017 6/2/2021 715-760.1978
SBD-$330(R07rOo)
Proterty Owner MCI Investments,LLC Parcel ID# 24,74i3 Page 2 of 3
. . ��l Boring ft f BonNq
Pit Ground surface elev. 100.8 ft. Depth to limiting factor g0+ in. Soy Application Rate
Horizon Depth , Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPOOP
in. Munsell Ou.Sz.Cont Color Gr.Sz.Sh. 'UM 'Etta
1 0-10 10yr3/3 none sl 2mgr mvfr a 2f,2vf 0.6 1.0
2 10-14 10yr4/4 none grsl 2fsbk mfr gw 2f lvf 0.6 1.0
3 14-21 7.5yr4/6 none grsd 2msbk mfr gw 2f,lf 0.4 0.6
4 21-30 7.5yr5/6 none grcos 0sg ml is lvf 0.7 1.6
5 30-57 10yr6/4 none s 0sg ml is - 0.7 1.6
6 57-70 10yr6/4 none fs 0sg ml cs - 0.5 1.0
7 70-90 10yr5/4 none grcos 0sg ml - - 0.7 1.6
Boring
4 Boring#
Pit Ground surface elev. 103.50 ft. Depth to limiting factor %+ in. Boy Application Rats
Horizon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPDm
In Munsell Ou.Sz.Cont.Color Gr.Sz.Sh i 'EMI •EIfi2
1 0-9 10yr3/3 none sl 2mgr ' mvfr as 2m,2f 0.6 1.0
2 9-16 10yr4/4 none grsl 2fsbk mfr gw 2m,2f 0.6 1.0
3 16-23 7.5yr4/6 none sd 2msbk mfr gw 2vf 0.4 0.6
4 23-37 7.5yr4/6 none s l 2msbk mfr cs lvf 0.6 0.8
5 37-58 10yr6/4 none fs 0sg ml cs - 0.5 1.0
6 58-66 10yr6/4 none s 0sg mI as - 0.7 1.6
7 66-99 10yr5/4 none grcos 0sg ml - - 0.7 1.6
❑Boring
Boring* 7 Pk Ground surface elev. ft. Depth to limiting factor in. Soy Application Rate
Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPDMts
in. Munsell Qu.Sz.Cont.Color Gr Sz.Sh. I 'E et 'EIM2
t
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•Effluent#1 =BOD5>30<220 mgtL and TSS>30<150 mg/L •Effluent P2=BOOS<30 mp/L and TSS<30 TA
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sac-11330(L07A0) SdMIRt Sit'IO ,Inc.
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