HomeMy WebLinkAbout032-2073-90-100 (2) S"
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r`. B. °�rien1ofDEC 02 2�IL EVALU #2186
' _P_ ; Saf�and in accordance with Comm 85,Wis Adm.Code 14 i Page _1_ of 4-
. , ". Professional--n t,CrOIx Conn. Z gig 7 Vh, Schmitt Soil Testing,Inc
Commtmn�t Develop 7�E=r� County
Attach complete site plan u.ti+yo�,r.ut than Q'Ax 1 I Inches in size. Plan must St.Croix
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.
Part of 032-207340-100
Please print all Information. fDate
I I Z
Personal infonnabon you provide may be used for secondary purposes(Privacy Law,6.15.04(1)(m)). 'e Q n p 1 ;f)/_! i7
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Property Owner Property Location
Orf Revocable Trust Govt.Lot SE1/4, SE1/4, S13,T3ON, R2OW
Property Owner's Mailing Address Lot# I Block I Subd.Name or CSM#
803 River Rd. 1 CSM Pending Approval
City State Zip Code Phone Number City Village 7 Town Nearest Road
Hudson 1 WI i 54016 I 612-940-1690 Somerset I 150Th Ave
. • . New Construction Use: ;-1 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO
Replacement Li Public or commercial-Describe:
Parent material Glacial Till(Santiago Silt Loam) Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a mound system: System elevation is 98.95'based off the contour line established at 97.95'. Slope of area is
and recommendations: A. Depth to limiting factor is 24'.
1 Boring# Borng
• Pit Ground surface elev. __98.75 ft. Depth to limiting factor 27 In. Soy Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It'
in. Munsell Qu. Sz. Cont.Color Gr Sz Sh. 'Ef h1 'E1102
1 0-5 10yr3/3 none sl 2mgr mvfr as lvf 0.6 1.0
2 5-12 10yr4/4 none 51 2msbk mfr gw lvf 0.6 1.0
3 12-27 7.5yr4/4 none sl 1msbk mfr as — 0.4 0.7
4 27-64 5yr4/4 i 7.5w6/8 7.5yr6/2 SI Om mfl — ---- 0.2 0.6
•
Boring
2 Bonn# _ -
Pit Ground surface elev. 96.55 ft. Depth to limiting factor 25 In. Soy Application Rate
Horizon Depth Dominant Color Redox Description ' Texture Structure Consistence Boundary Roots GPO/t'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh 'EIN1 'EIff2
1 0-12 10yr3/4 none I 2mgr mvfr as 1vf 0.6 0.8
2 12-25 10yr4/4 none sil 2msbk mfr 1 gw lvf 0.6 0.8
3 25-40 7.5yr4/4 m2d 7.5yr6/6 s1 lmsbk mfr cs — — 0.4 0.7
7,5yr6/2
4 40 56 7.5yr4/4 m7.7esryr26/9 SI Om mfl — — 0.2 0.6
•
•Effluent#1 =BODS>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/1..
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
SBD3330(&01/00)
Property Owner Orf Revocable Trust Parcel ID• Part of: 032-2073-90-100 Page 2 of -4
Boring
3 Boring I PA Ground surface elev. 96.15 ft Depth to limiting factor 24 in.
• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/0'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.SA. 'EMI 'VW
1 0-13 10yr3/4 none I 2mgr mvfr as lvf 0.6 0.8
2 13-24 10yr3/2 none I 2msbk mfr gw lvf 0.6 0.8
3 24-30 10yr3/3 m2d2 6 sit 2msbk mfr gw 0.6 0.8
4 30-56 10yr4/4 m 12 10yrt/8 sil lmsbk mfr ---- -- 0.4 0.6
Boring
Boring# Pd Ground surface elev. ft Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color I Redox Description ' Texture Structure Consistence Boundary Roots GPO/II'
In. Munsell Qu Sz.Cont Color I Gr.Sz.Sh. 'ER#1 'EIM2
Li
Boring
Boring I
Li
Pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description I Texture ' Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz Cont.Color Gr. Sz.Sh. 'EOM *Mt
•Effluent#1 =BOOS> 30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS<30 mg/L 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 608-266-31 5 1 or TTY 608-264-8777.
SBD-tllo IR 07n0) Schmitt Sol T..t %Inc.
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❑ - INDICATES SOIL TEST LOCATION 1-- — -
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DEC 0 6 2021
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 SEY) OF SECTION 13.
LINE BEARS S89'38'13"W, ST. CROIX C5rn_ a oa I - 09 1
COUNTY COORDINATE SYSTEM.
E3 CORNER,
SECTION 13
(ALUM.CAP FND.) I
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UNPLATTED LANDS
NORTH LINE OF THE SE 1/4OF THE SEY4 / co
N89°34'S9"E 1064.43' I
.�(j\O� 214.28' 422.06' " 428.09'
(`� (+ten
'��JQ� CURVE INFORMATION 566,778 LOT 3(13.01 AC.) d
�P RADIUS-6020.50' LOT 2 INCLUDING R/W
5 CENTRAL ANGLE-03°31'38"
552,813 SO.FT.(12.69 AC.) ma
CHORD-370.61' 557,750 SO.FT.(12.80 AC.) u1
'�' N41°09'06"E INCLUDING R!W EXCLUDING R/W
N
ARC LENGTH-370.8T 544,337 SQ.FT.(12.50 AC.) wE LANDS 926'i 7 : ��]I
TANGENT IN-N42°54'55"E EXCLUDING R/W CONTOUR I w a,
�/ TANGENT OUT-N39°23'17"E t_, i� •�'•
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6 0 553,840 SO.FT.(12.71 AC.) \\ . 11 � N N 0
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