HomeMy WebLinkAbout020-1123-70-000 (2)
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• REGE Y ED 2409
E t SOIL EVALUATION RE 7 f D'r~ Page I of ;
Wisconsin Depa
s,~s ' 2015 51S3b3
in accordance wdh QaP.v r-85-11V s Acm Coce A.C.E Soil & Site Evaluations
S`?. X ~aLJNTY County
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,erCent slnpi, su,112 or dlmernslons, north arrow, and location and Clstance t< Parcel I
020--1123-72-000
Please print all information. Rev, By Date
Frn; i -rt _ p•ovide may be ised for seconca-, .~rFoses (Pr aacy _3ve s hk //A /
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Property Owner Property Location
Glen & Niclole Hagen Govt Lol NE 14 SE 11 S 7 T ' i N R 19 W
Property Corner's Mailing Addres i Lo: # Block # Subd. Name r CSM#
442 Krattley Lane 25 na Plat Of Eagle Ridge
City State Zip Code ahonc Nurnkr City Vil age ✓ Town Nearest Road
Hudson WI 54016 Hudson y'lA Krattley Lane
New Constructior Use ✓ Residential! Numbcr of bedrooms 3 Code derived design flow rate 4-50 GPD
✓ Replacement Public or commercial - Describe.
Parent material Glacial Drift Flood plain elevation, if applicable na
3eneral comment: C6
a-id recommendations Soils suitable for conventional dispersal cell at 0.4 gpd- Recommended Infiltrative surface elevation to bebelow existing grade. A o GaA.~'.'~ f Boring
# Boring
u ✓ Pit Ground Surface elev 85.63 ft Depth to limiting factor >88 in. Soil Application Rate
Horizor Deptn Dominant Redox Description Texture Structure Consistence, Boundar Roots GPDIF
in. Color C,lu Sz Cont. Colo Gr. Sz. sh. 'Eff#1
1 0-8 1Oyr312 .-.one si 2fgr mvfr Cvr 3fmc 06 08
2 8-23 1Oyr413 none fsl 2fsbk mfr cw 2fmc 0.4 0.8
3 23-33 7 5yr416 none Is Osg dl cw lfm 0.7 1.6
4 33-70 1 Oyr4/6 none s Osg dl aw 1 vf,f 0.7 1,6
5 70-88 7.5yr314 none sl 2fsbk dsh - 0.6 10
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[_2 ] Boring # Boring
✓i. Pit Ground Surface elev 86.64 it, Depth to limiting factor >83 'r Soil Application Rat
iorizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD'tt-
in Color Qu. Sz. Cont. Colo Gr. Sz. Sh 'Eff#1 •Eff#2
0-7 10yr3!3 none sil 2fgr mvfr ow 3fmc 0 6 0 8
2 7-21 1 Oyr513 none sil 1 msbk mfr cw 3fmc 0.4 0.6
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3 21-34 1Oyr416 none fsl 2msbk mf CA, 2fmc 0.4 0.6
4 34-74 7.5yr416 none gr Is Osg dl aw 1 fm 0.5 1.0
5 74-83 7.5yr314 none Iv% Osg dl 0.4 0.6
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I✓'orizon #4 contains a high percentage of cl o r~r a of a I I d ted flect reduced permeabiltY of horizon associated with high clay percentag
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9 k~_ - - -
Effluent #1 = BOD > 30 < 220 mgr"L an TSS >30 < 50 mg Effluent #2 = BODS< 30 mgiL and TSS < 30 mg.
CST Name (Please Print; °ignat a CST Number
James K Thompson S-- 3882 30102(
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Numoei
340 Paulson Lake Lane, Osceola, WI 54020 91112C15 715-248-7767
Frope•ty Ov:re G6°n PJ dale Htxaer Farcel E# J~0 i1~3-i4-Ol.J age 2 of
[-3 ]Boring # Boring
✓ Pit Ground Surface elev 67.78 ft Depth to I miting factor >78" in Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence. Boundar Roots GPD,ft'
in. Color Qu Sz Cont Colo Gr Sz Sl- 'Eff#1 'Eff#2
1 0-4 10yr3/3 none Si 2fg• m,.,fr I cs 2fmc I 0 6 0 8
2 4-29 10yr513 none sil 1msbk mfr cw 2fmc 0.4 0.6
3 29-49 7.5yr416 none lots Osg ml gw 1fmc 0.5 1.0
4 49-65 1Oyr414 none s Osg ml aw - 0.7 1.6
5 65-78 7.5yW4 none Sl 1 csbk M151 - 0.4 0.7
Horizon #3 contains a high percentage of clay. Loading rate of H#3 st`eel t reflect reduced permeabilty of horizon associated with high clay percentag
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❑ Boring # Being )U t
✓ Pi[ Ground Surface elev 101.06 ff. Depth to Lmiting factor >145 in Sod Application RaIE
lic'izon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDJt'
in. Color Qu Sz Cont Colo Gr. Sz. Sh 'Eff#1 'Eff#2
1 0-80 na na mixed fill na ml Ci - na na
2 80-145 10yr518 none strat. s Osg dl 0 7 1 6
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Pro`ile evaluated to ve,ify depth of suitable soil beneath existing dispersal cell infiltrative surface and to assertain condition of infiltrative surface clogging m
Unknown substance (paint?) found that could not be identried by Stale certified lab.
Boring # Boring
Pit Ground Surface elev ft Depth to finding factor in. Soil Application Rats
Horzon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDift'
:r. Color Qu Sz Cont Colo Gr Sz Sh 'Eff#1 'Eff#2
-ffluent #1 = E'JD 30 ??0 rij l .an:-1 TS 15(_i [r,y Fffluert #7 BCD, < 30 mg: L and TS5 < 30 mg
he 1Xpartn:e;11 of Lonnucr':c is :m alual '111ju '-unity wl'.tcr pronrtrr ,uui cmplrr:e. Il)ou ttec I aai;tancr Lo acce's's see \:cvs or
eccd material in an alten%vc f6rmat. please contact the department at t;(18•Z(f~-; I i 1 or I-IY 6t,1K-26.1-8777.
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