HomeMy WebLinkAbout042-1040-80-200 (2) • RECEIVED (_iti.r,) csr —a&► -7 - 0i 0
• WisoonsinoepartmeentErco1�ef e015 SOIL EVALUATION REPORT l Page of 153
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Division of Safetg�n�ppgpQ COuN y in accordance with Comm 85,1Nts.Adm.Code /Ol I Z 01L �.0 E Soil&Site Evaluations
COMMUNITY DEVELOPMENT County
Attach complete site plan on paper not less than 8'%a 11 inches i :. P^ mus ` St.Croix
include,but not limited to:vertical and honzontal reference point a din„ ,an. 1 —
percent slope,scale or dimemsions,north arrow,and Idcation an. ., : +. . :a . •:., Px ' cal I. 260
Please print all Information. a `(( 2'� 0$0
Personal nbrmMxln By yw pronde mar Os used la secondary purposes(Pmacy Law.s 15.(M(1)(m)). R D/2 2•7/4.
Property Owner Property Location
Dale Gardner Govt.Lot SW /4 SW 1 S 5 T 29 N R 18 W
- -- ------ -----------
Property Owner's Mailing Address Lot# •Mailing Block# Subd.N or CSM# /
909 120th Street 1 CSM Vol 7, P1_ 1816 101
City State Zip Cade Phone Number J City J Village a Town Nearest Road
Roberts WI 54023 715-749-3398 Warren 120Th Street
V. New Construction Use IJ/ Residential/Number of bedrooms 4 Code derived design flow rate _ 600 GPD
I Replacement J Public or commercial-Describe. --r
Parent matenal Glacial outwashAU—�J`
r —__-- Flood plain elevation,4 applicable n a
General comments
arid recommendations System area located on parcel being added to existing CSM described above. Install three trenches at elev
=89.00'using 39 high capacity leaching chambers.
1 Bonng# J Boring
ei Pit Ground Surface elev.
- Depth to limiting factor > 00 in. Soil Application Rate
94.67 ft.
Honzon Depth Dominant Color Rectos Description Texture Structure ' Consistence Boundary Roots .6pp/ft'
'Eff#1 I 'Eff#2
1 0-16 10yr3/3 none sit 2fsbk mvfr cs ; 2f,1m 0.5 0.8
2 16-23 10yr3/4 none sil 2fsbk mvfr gs 1f 0.5 0 8
3 23-38 10yr4/4 none sil 2fsbk mfr cw 1f 0.5 08
4 38-47 7.5yr4/4 none sl 2msbk mfr cow - 0.5 0 9
5 47-72 10yr5/4 none s 0 sg ml cw - 0.7 1 2
6 72-100 10yr6/4 none s 0 sg ml - - 0.7 1 2
2 Boong a J Boring
el Pit Ground Surface elev. _ 94.86 ft. Depth to limiting factor .-__93°.._ in. Sal Application Rate I
Honzon Depth Dominant Color Redox Description Texture 1 Structure T Consistence Boundary . Roots GPD/ft'
'ENV I •Eff#2
1 0-12 10yr3/3 none sit 2fsbk mvfr cs 2f,1m 0.5 08
2 12-18 10yr4/4 none sicl 2fsbk mvfr cw 1f 0.4 06
3 18-28 7.5yr4/4 none Is 1 msbk mvfr gw - 0.7 1 2
4 28-64 7.5yr4/6 none Is lmsbk mvfr gw - 0.7 1.2
5 64-93 10yr5/6 none Is 0 sg ml cw - 0.7 1.2
6 93-102 10yr5/6 f2d 7.5yr5/8 s 0 sg ml - - 0.7 1 2
Horizon#6 contains a unsorted mixture of 10yr5/6 s 1 msbk10yr616&10yr4/4 M. Redone concentrations appear at interface of textural changes
k1
'Effluent#1 =BOD 5>30<220 ng/L and TSS 30<150 mg/L i •E t#2=BOD5<_30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Sig ur • CST Number
James K. Thompson s 3602
Address ACE Soil&Site Evaluations ale Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 540 5/2/02 715-248-7767
N�26/S
Property Owner Dale Gardner Parcel ID# 042-1040-80-100 Page 2 of 3
3 Boring# II Boring
li Pit Ground Surface elev 93.21 ft. Depth to limiting factor >90" in. Soil Application Rati
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPM'
in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh 'Eff#1 •Eff#2
1 0-13 10yr3/2 none sil 2fsbk mvfr cs 2f,1 m 0.5 0 8
2 13-24 10yr4/4 none scl 2msbk mvfr cw 1f 0.4 0.6
3 24-68 7.5yr4/6 none Ifs 2msbk mvfr cw If 0.5 0.9
4 68-90 7.5yr4/4 none sl 2msbk mfr - - 0.5 0 9
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4 Boring# id Boring
IQ Pit Ground Surface elev 93.19 ft. Depth to limiting factor >96" in. Soil Application Rali
Horizon Depth Dominant Redox Description Texture Structure consistence Boundar Roots GPD/fN
in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh 'EMI •Eff#2
1 0-14 10yr3/2 none sil 2fsbk mvfr cs 2f,1 m 0.5 0 8
2 14-27 10yr4/4 none sil 2fsbk mvfr cw 1f 0.5 0.8
3 27-43 7.5yr4/6 none Is 1 msbk mvfr gi - 0.7 1.2
4 43-70 7.5yr4/4 none sl/Isis 2msbk mfr gi - 0.5 0.9
5 70-96 7 5yr4/6 none Is lmsbk vfr - 0.7 1.2
Horizon#4 consists of an unsorted mixture of 7.5yr4/6 Is 8 Osg 10yr5/4 s,with irregular,interrit'ttenl pockets of 2msbk 7.5yr4/4 sl. Loading rate relfects le
permiable soil condition found within horizon.
5 Boring# 'e Boring
id Pit Ground Surface elev __ 92.31 1t Depth to limiting factor >91" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft'
in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh •Eff#1 'Eff#2
1 0-11 10yr3/2 none sil 2fsbk mvfr cs 2f,1m 05 0.8
2 11-29 10yr4/4 none sil 2fsbk mvfr cw 11 0.5 0.8
3 29-44 7,5yr4/6 none Is lmsbk mvfr 91 - 0.7 1.2
4 44-91 10yr418 none Isis 1 msbk mvfr - - 0 7 1 2
II
Horizon#4 consists of an unsorted mixture of 7.5yr4/6 Is 8 0sg 0yr5/4 s.
•Effluent#1 =BOD?30<220 mg/L and TSS>30< 150 mg •Effluent#2=BOO s<30 mg/L and TSS<10 mg.
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