HomeMy WebLinkAbout030-2065-20-110 (4) RECEN[ D c 61- - acrig -- ass
I_ •`_ Safet%&t 19 2018 S o IL EVALUATION REPORT
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',, - . Pr• :, , al Services - 1`!�0 liw y 55, . -. St. Croix County / Schmitt Soil Testing,Inc.
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Attach complete site .la(. . 1,, •.:'..•.:.T'WI t i... s 1` - 0 . County St.Croix
include,but not limit:. .. .: , and horizontal reference point(BM).direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel 1.0.
030-2085-20-110
Please print all information.
Rev .p7�By �" / Date
Personal intkxmatxxr you provide may be used for secondary purposes(Pnvaq Law,s 15.04(+)(m)) Ni B /./1./Ze / 1 62/0/ Z
Property Owner Property Location f/� Tom/
Brennan,Joseph T. Govt.Lot 1 & 2 1/4, NW1/4, S35,T3ON,R2OW
Property Owner's Mailing Address Lot I 1 Block I Subd.Name or CSMN
1250 Hwy 35 1 CSM 25-5849
City State Zip __Code Phone Number City Village ' Town Nearest Road
Houlton i WI i 54082 i 651-261-0438 St.Joseph i State Hwy 35
New Construction Use. 1 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPO
Replacement _J Public or commercial-Describe: ��O
Parent material Outwash Sand(Emmert Loamy Sand) Flood plain elevation,if appl`icabble NA ft.
General comments Area is suitable fora conventional system with a 0.7 gpolsgft rate. Install system on the contour 48'below grade. Slope of area is
and recommendations: 11%. Pres ure distribution of effluent is recommended. I
5/-5A41 r 74 6C. 5/4 -,6-0r4-+ ,eD LfJ
1 Boring* LI Boring
rl Pit Ground surface elev. 103.03 ft. Depth to limiting factor 115+ in. Soil Application Ray
Horizon Depth Dominant Color ' Redox Description Texture Structure Consistence Boundary ' Roots GPOMI'
in. Munsell Qu.St Cont.Color Gr.Sz.Sh. ' 1 'Fait *FAN
1 0-12 10yr3/2 noone sl 2mgr muff as 2m,2f 0.6 1.0
2 12-23 10yr5/3 none si 2fsbk mfr gw 2m,2f 0.6 1.0
3 23-44 10yr4/4 none si lmsbk mfr cs 2m,2f 0.4 0.7
4 44-72 10yr5/4 none vgricos lcsbk mvfr as -- 0.7 1.6
5 72-115 10yr5/6 none vgrs 0sg ml -- — 0.7 1.6
Samples taken between 44&115 inches and run trough sieves. Sample was 52% coarse fragments by volume.
2 Boring* I i Boring
r j Pit Ground surface elev. 102.93 ft. Depth to limiting factor 112+ _in. Soil Application Ray
Honzon ' Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary i Roots GPDIW
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh *EMI 'EIff2
1 0-12 10yr3/3 noose sl 2fsbk mfr as 2m,2f 0.6 1.0
r_
2 12-25 10yr5/3 none sl lmsbk mfr gw 2m,2f 0.4 0.7
3 25-42 10yr4/4 none sl lmsbk mfr gw 2m,2f 0.4 0.7
4 41-99 10yr5/4 none vgrcos 0sg MI as 2f 0.7 1.6
5 99-112 10yr5/6 none vgrcos 0sg ml — — 0.7 1.6
Samples taken between 44&110 inches and run through sieves. Sample was 53% coarse fragments by volume.
•Effluent*l =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. Day Evaluation Conducted Telephone Number
1595 72nd St.New Richmond.WI 54017 12/8/2017 715-760-1978
SBD-$370(R 07/00)
progeny Owner Brennan,Joseph T. Parcel to g 030-2065-20-110 Page 2 of 4
• Boring
• 3a• LJ
U Pit Ground surface elev. 100.23 ft. Depth to limiting factor 113+ In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture 1 Structure Consistence Boundary Roots GPDfa'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'EMI 'EI1/2
1 0-13 10yr3/2 none sl ' 2fsbk mvfr as 2m,2f 0.6 1.0
2 13-24 10yr5/3 none grsi imssbk mfr cs 2m,2f 0.4 0.7
3 24-64 10yr5/4 none vgrlcos 0sg ml cs 3f,2vf 0.7 1.6
4 64-113 10yr6/4 none grcos 03g ml — — 0.7 1.6
Samples taken between 24&113 inches and run through sieves. Sample was 55% coarse fragments by volume.
' Boring
Boring# Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Raba
Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPM'
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh 'EMI 'Erna
Boring# 1 P Ground surface elev. A. Depth to limiting lector in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Tenure Structure Consistence Boundary Roots GPDJR'
in. Munsell Qu.Sz Cont.Color Gr. Sz Sh. TM VW
1
•Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 rng/L
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need material in an alternate format,please contact the department at 608-266.3151 or TTY 608-264-8777.
s8D-e330(R 0VO0) Schwa Sall Testi%Inc.
Page 3 of 4
Cosdected by: Conducted For:
Schmitt 8 Sons Excavating, Inc. Name Joseph T.Stemmas
Thomas J. Schmitt, CST 227429 Address: 1250 Hwy 35
588 VaNay View Trail City, State, Zip. Noshes,WI 54082
Somerset,WI 54025
Phone: 715-7 1978 PID: 030-2065-20-110
Welkin mil/ Lot No . I (.SM 25-5849
Deb. /) — E — Legal Description SE IA N W I/4 S35 T30N R20W
• Backhoe Pit Township, County: Sc Joseph,St.Croix Comity
A Bench Mark 1 El. 100.00' Top of Norht West Lot corner
A Bench Mark 2 El. 103.311' Top of line pt survey stake, 3/4"mbar
Slaps• //
Scale 1 40'
NOTE: For full view of Lot see Aerial Photo(Page 4 of 4)
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