HomeMy WebLinkAbout032-2073-90-100 (3) r -a6a i - Lii-id
�• B=�:•r #2187
r •e= :ty SOIL EVALUATION REPORC T •(i )(� Page 1_ of 4
• \ '! � �[� 02 2021 accordance with Comm 85,Wis.Adm. J
�. ' SBMON Schmitt Soil Testing,Inc.
1 .
County
Attach complete site plan . paperiwt.esltthatitSi'x 11 in• :. in size. Plan must S.Croix
include,but not limited to: -rtkctlhsndrMrizertel3bNrer ...int(BM),direction and
percent slope,scale or d . - • '•• r • ,a • • tan and distance to nearest road. Parcel I.D.
Part of: 032-2073-90-100
Please print all Information. vv �f
Personal informabon you provide may be used for secondary purposes(Pnvacy Law,s. 15 04(1)(m)). R/e /7� !/ r J I I /I/ /'] 1
Property Owner Property Location /' /I]( '/JI (�f!I
Orf Revocable Trust Govt.Lot SE1/4, SE1/4,S13,T3ON,R2OW
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
603 River Rd. 2 I CSM Pending Approval
City State Zip Code Phone Number City - Village 7 Town Nearest Road
Hudson l WI i 54016 1 612-940-1690 Somerset I 150Th Ave
New Construction Use. Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement i , Public or commercial-Describe:
Parent material Glacial Till (Jewett Silt Loam) Flood plain elevation.if applicable NA ft.
General comments Area is suitable for a mound system. System elevation Is 100.1T based off the contour line established at 99.08'. Slope of area Is
end recommendations: 10%. Depth to limiting factor is 23'.
1 Boring# Boring
Pit Ground surface elev. 99.18 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAt'
In, Munsell Qu.Sz.Cont Color Gr Sz Sh. •Ef#1 'EIf#2
1 0-7 10yr3/3 none sl 2mgr mvfr as lvf 0.6 1.0
2 7-13 10yr4/4 none sd 2msbk mfr 9w lvf 0.4 0.6
3 13-23 7.5yr4/4 none sl lmsbk mfr gw - 0.4 0.7
4 23-64 7.5yr4/4 m2d 7.5yr6/e 7.5yr6/2 sil lmsbk rrtfr -- 0.4 0.6
2 Boring# i-,Boring
Iri pit Ground surface elev. 97.08 - ft. Depth to limiting factor __25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM'
In. Munsell Du Sz.Cont Color Gr.Sz. Sh. 'EfN1 'ERN
1 0-12 10yr3/3 none I 2mgr mvfr as 1vf 0.6 0.8
2 12-25 10yr3/3 none sl 2msbk mvfr gw ' lvf 0.6 1.0
3 25-37 7.5yr4/4 m2d 7.5yr6/6 sl 7.5yr6/3 2msbk mfr gw -- 0.6 1.0
-
4 37-58 7.5yr4/6 m2d 7.5,06/6 sl 7.5yr6/2 lmsbk mfr as -- 0.4 0.7
d 10yr6/8
5 58-72 10yr5/3 m210Yr63 ail lmsbk mfr - ----- 0.4 0.6
•Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L •Effluent#2=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. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond.WI 54017 11/12/2021 715-760-1978
+BD-030(RO7,.0)
Property Owner Orf Revocable Trust Parcel ID 1t Part of: 032-2073-90-100 Page 2 of 4
3 Boring* pe°rIngit Ground surface elev. 98.43 ft. Depth to limiting factor 25 in.
Soil Application Rats
Horizon Depth Dominant Color j Redox Description Texture Structure Consistence Boundary Roots GPOIft
in. Munsell ' Ou.Sz.Cont.Color Gr.Sz.Sh. 'E8a1 'Etra2
1 0-9 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0
2 9-17 10yr4/4 none sil 2msbk rnfr gw lvf 0.6 0.8
3 17-25 7.5yr4/4 none sl 2msbk mfr gw — 0.6 1.0
4 25-31 7.5yr4/6 m2d 7.5yr6/6 sl lmsbk mfr gw — 0.4 0.7
7.5yr6/2 _
5 31-64 7.5yr4/4 m2d 7.5yr6/8 7.Syr6/3 slOm mfr — -- 0.2 0.6
Boring
Bonng# Pit Ground surface elev ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDII
in Munsell Cu. Sz.Cont. Color Gr.Sz.Sh. 'EMI *SW
1 f
. .
Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color i Redox Description Texture Structure 'Consistence Boundary Roots GPD/R'
in. Munsell Cu. Sz.Cont.Color Gr.Sz.Sh i 'EIIf1 'EM2
•Effluent#1 =BODS>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2= BOD5<30 mg/L and TSS<30 mg/L
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sac-nvo IR.07(00 Schmitt Sail Testing,Inc.
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❑ - INDICATES SOIL TEST LOCATION
DEC 062021
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SE1/4 OF THE SE1/4 OF SECTION 13,T3ON,
R2OW,TOWN OF SOMERSET, ST. CROIX COUNTY,WISCONSIN —= -- --•- -.__ '
BEARINGS REFERENCED TO THE SOUTH
LINE OF THE SEA OF SECTION 13.
LINE BEARS S89'38'13"W, ST. CROIX C fh- a 0? I - 09 I
COUNTY COORDINATE SYSTEM,
EYY CORNER,
SECTION 13
(ALUM.CAP FND.) 1
N E -+
// Ml�pLATTC D LANDS N ,&I
8 - 1
L. NORTH LINE OF THE SE Y4 OF THE SEY% / co
1 •� N89°34'59"E 1064.43'
-.\- 214.28' o- 422.06' P 428.09'
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43
,.�'� P LOT 3 P7
J CURVE INFORMATION 566,778 SO.FT.(13.01 AC.)
�P RADIUS-60 -0 a' LOT 2 INCLUDING R/W
5 1 CENTRAL ANGLE-03°31'38"
552,813 SO.FT.(12.69 AC.) to
1 $ CHORD-370.61' 557,750 SO.FT.(12.80 AC.) in
"' N41°09'08'E INCLUDING R/W EXCLUDING R/W
ARC LENGTH-370.67' S44,337 SO.FT.(12.50 AC.) WETLAND- 928' -''1 g
/ TANGENT IN-N42°54'55'E EXCLUDING R/W CONTOUR 1 1 w L.'
// TANGENT OUT-N39.23'17"E ", iy
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0 W 4ETLAND- 922' . 0
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1.29 ACRES h-
w w N cRFsti ❑ N.P.A ABOVE co
Fe Ka LOT 1 m ZN N ``�•• mnr �� 93r(LBO 931') w 65)
"�J 567,959 SO. FT.(13.04 AC.) Lu oc I \\
/ WETLAND - 927 C) I N Q
`' INCLUDING R/W to CONTOUR N M I \ CI ,A
a in r.0 553,840 SO. FT.(12.71 AC.) '' �\\ ' 11 sue\ CI N
4' EXCLUDING R/W i' --- r ig
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IN 0 O N 0 o WE TL D - 925.?,) am a) r
d r 0)0 0 N- CONTt UR i Csi N. ..--
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9 N I WETLAND 927' a °
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2.99 ACRES • 13
N PA ABOVE
931'(LBO 931')
ti - ,-SOUTH LINE OF THE SEY4
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