HomeMy WebLinkAbout026-1309-35-000 RECEIVED 1 c5T-�Q.? i - I S7
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' t of IL : VALUATION REPORT fi2119
' - P . :ry and JUN 07 2- ccord ce with Comm 85,Wis.Adm.Code A 5 Page 1 of 3
- 1, = z Profe-'r al Services is Soil Testing,Inc.
-*"��" St. Croix County County '/ 27 IjJ� Ave,Attach complete site plan o 7 _u•n.'' L-r•-• .s in size. Plan must St.Croix 6 77 /�
include,but not limited to: . ••''.(.• Yore -rence point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Pa
Please print all Information. Q - �� l 37- do 0
RevJ' By 1 Dat1 !
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). / ' ' .4. - ( 7 /$ /- 7
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Property Owner Property Location
DCCI Investments, LLC Govt.Lot NW1/4, SE1/4,S12,T3ON, R18W
Property Owner's Mailing Address Lot# !Nod(N Subd.Name or CSMA -
1505 Hwy 65 74 Waters Edge Second Addition
City State 27p Code Phone Number City ' Village _j Town Nearest Road
New Richmond 1 WI 1 54017 I 612-599-4244 Richmond I 147Th Street
[/_1 New Construction Use , Residential I Number of bedrooms _ 4 Code derived design flow rate 800 GPD
L-]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 102.50'based off the contour line established at 101.56'.Slope ci area is
and recommendations: 791e,
1 Boring# Bonny
Pit Ground surface elev. _ 99.0 ft, Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description • Texture Structure Consistence Boundary I Roots GPO/ft'
in. Munsell 1 Cu.Sz.Cont.Color • Gr.Sz Sh. 'East 'Effs2
1 0-13 10yr3/2 none sil 2fsbk , mvfr as ' lvf 0.6 0.8
2 13-20 10yr4/4 none sit 2msbk mfr gw lvf 0.6 0.8
3 20-26 10yr4/6 none sd 2msbk mfr gw - 0.4 0.6
4 26-36 7.5yr4/4 c21 6 0.06/2 grsl Om mfr as - 0.2 0.6
5 36-45 7.5yr5/6 m2d 7.5yr6/2 7.5yr6/8 grsl lmsbk mfr as - 0.4 0.7
6 45-78 5yr4/4 m2d 7.5yr6/6 - 0.2 0.6
7.5yr6/1
2 Boring# . Boring
Pit Ground surface elev. 100.0 ft. Depth to limiting factor 35 -in. Sop Application Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistences(Boundary 1 Roots GPO/ft*
in. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. • 'Ent 'E11$2
1 0-11 10yr3/3 none sl 2fsbk mvfr as lvf 0.6 1.0
2 11-20 10yr4/4 none sd 2msbk mfr 9w lvf 0.4 0.6
3 20-35 7.5yr4/4 none grsl 2msbk mfr as lvf 0.6 1.0
4 35-48 7.5yr4/6 c2i w6 6 sl lmsbk mfr gw - 0.4 0.7
--_
5 48-58 5yr4/4 m2d 7'6yr6/8
7.5yr6/2 sl Om mfr as 0.2 0.6
6 58-72 10yr4/6 m2d 7.5.06/6 7.5yr6/1 sl Om mfl - 0.2 0.6
I-
1
'Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L •Effluent*2-BODS<30 ng&L and TSS<30 mglL
CST Name(Please Print) Signature: CST Number
Thomas J. Schmitt �� 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 8/4/2021 715.780-1978
S8D-s3 o(1t.07,o0)
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, Property Owner DC CI Investments, LLC - _ Parcel Parcel ID a -- --_ T 7 7 Page 2 of 3
3 Boring ar • pB p Ground surface elev. 104.05 ft. Depth to limiting factor 26 in.
. Soil Application Rale
Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPD/ft•
let Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'MC 'ERN
1 0-9 10yr3/3 none sl 2msbk mfr as lvf 0.6 1.0
2 9-25 7.5yr4/6 none grsl lmsbk mfr gw lvf 0.4 0.7
3 25-36 10yr5/6 c2 5yr6/2/6 7 —
. yr6/2 Ifs lcsbk mfr as0.5 . 1.0
c2d 6
4 36 72 SyM/4
10 SI Om mil — — 0.2 0.6
yr6/2 r6/2
i i
Boring
4 Boring# Pit Ground surface elev 110.05 ft. Depth to limiting factor 26 h. Soil Application Rale
Horizon Depth • Dominant Color ; Redox Description Texture Structure !Consistence Boundary Roots GPOifl
in Munsell Qu Sz.Cont. Color Gr.Sz.Sh. 'Etla1 'EJN2
1 0-6 10yr3/3 none sl 2fsbk mfr as lvf 0.6 1.0
2 6-22 10yr4/4 none sd 2msbk mfr gw — 0.4 0.6
3 22-26 10yr4/6 sl lcsbk mfr gw — 0.4 0.7
4 26-41 10yr5/6 7' 6 Ifs lcsbk mfr as — 0.5 1.0
7.5yr6/2
5 41-64 5yr4/4 m2d yr6/27.5yr /8
.Syr6/2 mfi
7 51 Om — — 0.2 0.6
Borng k E Ground surface elev. ft. Depth to limiting factor M,
❑ Soil Application Rate
Horizon Depth Dominant Color Redox Descnphon 1 Texture ' Structure Consistence Boundary Roots GPO/IP
In. Munsell Qu.Sz.Cont Color iGr Sz. Sh. 'Etra1 'EI112
•
•Effluent a1 =BOD5>30 is 220 mg/L and TSS>30<_150 mg/L 'Effluent 02=BOD5<30 mg/L and TSS<30 mg/L
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need material in an alternate format,please contact the department at 608-266-31 5 1 or TTY 608-264-8777.
SBD-u 30(L07A0) SdnruC Sol Taeq,Inc.
Page 3 of 3
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