HomeMy WebLinkAbout012-1042-60-050
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h SOIL EVALUATION REPORT
vVisconsin Dpan r Page of .1
Corrtrrterce r accordance-wth Comm 85 VVis Adm Cod( A C.E Soil 8 Site Evaluations
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A.r.~oTcbm" g.gJar►, knot less than 81/ x 11 inches in size. Pla Count St Croix
p11t1mred!3've cal and horizontal reference point (BM) directio
_ !f- slope, rlio scale or dirnemsrons, north arrow, and location and distance tc led b
01 -to 60-0a0
Please print all information. y Date
a "sera ir`.msr ~n you rrovce may bc ~.seo for secondary p rpsa (F`v~cy _aw 's
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Property Owner Property Location
Barbara Donahue Peterson Govt Lo! NW (14 SW l4 X T I N R 17 W
Property Owner's Mailing Address _ot # Biock # Subd. Na or CSM#
' 539 150th St roposed CSM
City State Zip Code Phone Numbei City Village ✓ Towr pY`S
New Richmond WI 54017 (715) 529-0671 Erin Prairie Co Rd 6---
✓ New Constructior Use ✓ Residential i Number of bedrooms 4 Code derived design flow rate 6oO GPD
Replacement Public or commercial - Describe.
Parent material Glacial Outwash Flood plain elevation, if applicable na -
General commentE
and recommendations- Soils suitable for conv. dispersal cell at 0.5 gpd Recommended [infiltrative surface elevations to be 96.0'.95.0'
8 94.5'. f
Boring # ✓ Boring
Pit Ground Surface elev 98.64 ft. Depth to IimRirg factor >97 in Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDJt-
in. Color Qu. Sz. Cont Colo Gr Sz Sh -Eff#1 z
1 0-14 1Ovr3/3 none I 2fgr mvfr cs 2fmc 0.6 0.6
2 14-24 1Oyr4/4 none sicl 1fsbk mfr cs 2fmc 0.2 0.3
3 24-30 7 5yr4/6 none sl 1 msbk mfr cw 1 vf.f 0.4 07
4 30-39 7 5yr4!6 none Icos Osg ml cry 1 Vf,f 0.7 1 6
5 39-97 1 Oyr4/6 none gr s Osg ml - 0.5 1 0
_ 11
H#5 contains irregular, discontinuous bands of 1 Dyr4.4 Its Loading r ~1 onzon n! cis reduced permeability of horizon associated with banding.
2] 9orrg # ✓ Boring
Pit Ground Surface elev 99.22 ft Depth to limiting factor >98' Soil Application Rat
Horizon Depth Dominant Redox Descriptinn 7 xt_vc St-ucturc Consistonce Eoundar Roots GPD ft
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 'Eff#1 'Eff#2
1 0-17 10yr313 none fsl 2fgr mvfr Cs 1vf,f 0.4 C.8
2 17-26 10yr3/2 none sil i 2fsbk mvfr s 1 vf,f, 0.6 0.8
3 26-38 1 Oyr414 none sicl 1 msbk mfr cw 1 Vf,f 02 0 3
4 38-42 7 5yr4/6 none sl 1 fsbk mvfr cw 1 Vf 04 0.1
5 4248 7 5yr4/6 none Is Osg dl cw 0.7 1.6
6 ! 48-98 1Oyr4/6 none s Osg dl - 0 5 1.0
H#6 contains irregular, discontinuous band~10yr4i4 Ifs Loading rate f orizon 1gflects reduced permeability of horizon associated with banding.
Effluent #1 = BOD 30 < 220 mg+L an TSS >30 < 1150 mg 1 Effluent #2 = BOD, < 30 mg;L and TSS < 30 mg
CST Name (Please Print; Signat re: CST Number
James K Thompson 2 3Uo2 /
Address A C-E- Soil 8 Site Evaluations Date Evaluation Conducted Telephone Numbei
340 Paulson Lake Lane. Osceola, WI 54020 4!2312015 715-2484767
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Propertv Owner Barbara Donahue Peterson Parcel ID # 012-1042-60-000 Page 2 of 3
3] Bonng # ✓ Boring
Pit Ground Surface clev 100.59 ft Depth to li niting factor >96" in Soil Application Rat
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Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDJt°
in. Color Qu Sz Con,. Colu Gr. Sz. Sh 'Eff#1 'Eff#2
1 0-12 1Syr311 none I 2fgr mvfr CS 1vf,f 0.6 0.8
2 12-26 10yr3l4 none I 2fsbk mvfr Cs 1vf,f 06 0 8
3 26-36 7 5yr414 none Sid 1 msbk mfr Cs 1 vf,f 0.2 0.3
4 36-40 7.5yr416 none sl 1msbk mvfr cw 1vf 0.4 0.7
5 40-44 7.5yr4l6 none Is Osg dl cw - 07 1.6
6 44-94 i 1Oyr4J6 none s Osg dl - 05 1.0
H#6 contains irregular, discontinuous bands of 10yr4,14 Ifs. Loading rate of horizon reflects reduced permeability of horizon associated with banding.
❑ Boring # Boring ►f I
Pit Ground Surface elev
44 f+~ Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Redox Description T xture Structure Consistence Boundar Roots Gpbm:
in. Color Qu Sz Cont Colo Gr Sz Sh -Eff#1 -Eff#2
I
❑ Boring # Boring
Pit Ground Surface elev ft. Depth to limiting factor in Soil Appl cation Rat
Horizon Depth Dominant Redox Description Texture Structure Cons sterci, BOUndar Roots GPruft _ _
in Color Qu. Sz. Cont Culu Gr. Sz. Sh 'Eff#1 `Eff#2
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Eff ue~' # 1 = BBD > 3Q < ^2n mr L a•,d TSS = 3J ; 150 rug E=fllt.c•i: 4,1 - BO J D rng. L aid TSS 30 my
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