HomeMy WebLinkAbout032-2073-90-100 (4) ...,w, 2021 1 _ _J 7 -at) / - liN 7
;-�_ '': Department of DEC 02SOIL EV LUATION REPORT' #2188
• ' t•= e St. Croy ;_ip.acetordance ' Comm 85,Wis.Adm.CodeJV" " Page _ 1 of 4
;,�• Professional ' unity Development Schmitt Soil Testing, Inc.
County
Attach complete site plan on paper not less than 8%x 11 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: 032-2073-90-100
Please print all information. /�,yj/�d '/n, Date
7 Personal information you provide may be used for secondary purposes(Pnvacy Law,s.15.04(1)(m)). RP!/Al.�y- Wll.'f 12-// t2t
Property Owner Property Location V'1
Or(Revocable Trust Govt.Lot SE1/4,SE1/4, S13,T3ON, R2OW
Property Owner's Mailing Address Lot# Block# Subd.Name or CSMI
803 River Rd. 3 ]CSM Pending Approval
City State Zip Code Phone Number ' City Villager• Town Nearest Road
Hudson i WI l 54016 1 812-940-1890 Somerset I 150Th Ave
New Construction Use: `.' Residential/Number of bedrooms 4 Code derived design flow rate 800 GPD
i_ ,Replacement Public or commercial-Describe:
Parent material Glacial Till(Amery Sandy Loam) Flood plain elevation,if applicable NA ft.
General comments Area is suitable fora mound system. System elevation Is 103.8T based off the contour line established at 102.70'. Skye of Weals
and recommendations: 13%. Depth to limiting factor is 22'.
1 Boring# Boring
Pit Ground surface elev. _ 103.45 ft. Depth to limiting factor 22 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIM
In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'ER01 'ERN
1 0-5 10yr3/3 none grsl 2mgr mvfr as lvf 0.6 1.0
2 5-22 7.5yr4/6 none grls 0sg ml 6 - 0.7 1.6
3 22-40 10yr4/4 n12d 7.5yr6/6 7,5yr6/2 sil 2msbk mfr gw - 0.6 0.8
4 40-58 7.5yr4/6 m2d 7.5yr6/8 7.5yr6/2 51 Om mfi -- - - 0.2 0.6
2 Boring# Boring
Pit Ground surface elev. 100.10 ft. Depth to limiting factor 23_ __in. Soil Application Rale
Horizon Depth Dominant Color ' Redox Description Texture Structure Consistence Boundary Roots GPO/ft'
in. Munsell Qu.Sz. Cont.Color Gr Sz.Sh 'EMI 'E111F2
1 0-9 10yr3/2 none grsl 2mgr mvfr as lvf 0.6 1.0
-
2 9-23 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0
3 23-29 7.5yr4/6 m2d 7.5a6/8 7.5yr6/2 sd 2msbk mfr is 0.4 0.6
7.5yr6/8
4 29 58 5yr4/4 m2d7.5yr6/2 51 Om mfi - 0.2 0.6
'Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS<30 mg/L and TSS 1.30 mg/L
CST Name(Please Print) Signature yJ CST Number
Thomas J.Schmitt �� =%'�"�`-/� 227429
Address Schmitt Soil Testing,Inc. Dale Evaluation Conducted Telephone Number
1595 72nd St New Richmond,WI 54017 11/12/2021 715-780-1978
sa611330(a 07/00)
Property Owner Off Revocable Trust _ Parcel ID# Part of: 032-2073-90-100 Page 2 of 4
. 3 Boring# Boring
Pit Ground surface elev. 100.00 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDidts
in. Munsell ' Qu Sz.Cont.Color Gr.Sz.Sh. *EMI Tire2
1 0-10 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8
2 10-15 10yr3/4 none sid 2msbk mfr gw lvf 0.4 0.6
3 15-24 10yr4/4 none sit 2msbk mfr 9w — 0.6 0.8
4 24-51 7.5yr4/6 m2d 7.5yr6/8 sl Om mfr as -- 0.2 0.6
7.5yr6/2
5 51-68 5yr4/4 m2d 7.5yr6/8 7.Syrti/2 sl Om mfi — — 0.2 0.6
Bonng
Boring# Pit Ground surface elev. ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure [Consistence Boundary Roots GPDMt'
in. Munsell Qu.Sz.Cont.Color Gr Sz Sh *EMI I 'Elf/2
Boring
Bonng# P� Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture 1 Structure Consistences Boundary Roots GPD/M
in. Munsell ' Qu.Sz.Cont.Color Gr. Sz.Sh. 'EIM1 'Effe2
•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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1- 0F;`6•1 ,- ❑ - INDICATES SOIL TEST LOCATION F= --
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 SEX OF SECTION 13.
LINE BEARS 589'38'13"W, ST. CROIX C6M- d oa I - 09 1
COUNTY COORDINATE SYSTEM.
EYE CORNER,
I SECTION 13
(ALUM.CAP FND.) I
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1 NORTH LINE OF THE SE%OF THE SEY4 / 0 1
1 �� N89°34'59"E 1064.43'
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214.28' 422.06' 428.09' E�
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' INFORMATION 566778 SOT 3 3.01 AC.)
�PUS LE-0 0' LOT 2INCLUDING R/W5ANGLE-03°31'38"
552,813 SQ.FT.(12.69 AC.) IgI RD-370.61' 557,750 SQ.FT.(12.80 AC.) io1°09'08'EINCLUDING R/WEXCLUDING R/W
NGTH-370.67' S44,337 SQ.FT.(12.50 AC.) WETLAND- 926'( '',,7 v d
/ TANGENT IN-N42°54'55'E EXCLUDING R/W CONTOUR I 1 Li &
/ TANGENT OUT-N39°23'17"E �, i0 9
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