HomeMy WebLinkAbout020-1134-30-000 (2) i 2362
Wisconsin Department of Comj* 2 2� SOILLS CIA PORT Page 1 of 3
Division of Safety and Buildings GR O,X G with Comm 85,Wis.Adm.Code A.C.E.Soil&Site Evaluations
T.
V E1- County
Attach complete sited than S''/s x 11 inches in size. Plan must St. Croix
include,but note I* and horizontal reference point(BM),direction and
percent slope, a north arrow,and location and distance to nearest road. Parcel I.D.
020-1134-30-000
Please print all information. Reviewed Date
Personal information you provide may be used for secondary purposes(Privacy Las,s.15.04(1)(m)). uyy (G 2 3 ZUj
Property Owner Property Location
Raymond&Brenda Rivera Govt.Lot SW 1/4 SW 1/4 S 17 T 29 N R 19 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
907 Willow Ridge Road 44 Na Willow Ridge 2Nd Addition
City State Zip Code Phone Number City Village Town Nearest Road
Hudson WI 54016 1 715-377-2851 Hudson I Willow Ridge Road
New Construction Use: 16 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial-Describe: /U C t7l �rA d,�--
Parent material Glacial Outwash 7 Flood plain elevation,if applicable Na
General comments
r /tCZto/
and recommendations: Site suitable for conventional POWTS dispersal cell with 0.7 gal./sq.ft./day loading rate. linfiltrative
surface elev's to be 36-52"below contour at 85.01,84.0',&83.0'.
Boring# 2j Boring
16 Pit Ground Surface elev. 85.77 ft. Depth to limiting factor >92 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz.Cont.Color Gr,Sz.Sh, -Eff#1 -Eff#2
1 0-3 1Oyr3/2 none sl 2fgr mvfr cw 3fm2c 0.6 1.0
2 3-8 1Oyr4/6 none Is Osg ml gw 3fm2c 0.7 1.6
3 8-33 1Oyr4/6 none gr s Osg ml cw ifm 0.7 1.6
4 33-68 1Oyr5/6 none s Osg ml gs - 0.7 1.6
5 68-92 10yr5/4 none gr s Osg ml - - 0.7 1.6
Horizons#3&5 conatin approx.25 gravel,cobble&stone.
Boring# Lj Boring _
tg Pit Ground Surface elev. 89.93 ft. Depth to limiting factor >10411 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G /ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -Eff#1 -Eff#2
1 0-5 1 Oyr3/2 none sl 2fgr mvfr cw 3fm2c 0.6 1,0
2 5-12 1Oyr4/6 none Is Osg ml gw 3fm2c 0.7 1.6
3 12-39 1Oyr4/6 none gr s Osg ml cw lfm 0.7 1.6
4 39-58 10yr5/6 none gr s Osg ml gs - 0.7 1.6
5 58-104 10yr5/4 none gr s Osg ml - - 0.7 1.6
dojjzons#3,4&5 conatin approx.25%gravel,cobble&stone.
-Effluent#1 =BOD?30<220 mg/L nd TSS>30 150 mg/L uent#2=BOD s30 mg/L and TSS<3O mg/L
CST Name(Please Print) Sign ure: CST Number
James K.Thompson 3602
Address A.C.E.Soil&Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020 6/18/2014 715-248-7767
♦ 020-1134-30-000 Page 2 of 3
Property Owner Raymond&Brenda Rivera Parcel ID#
a Boring# Boring
Pit Ground Surface elev. 89.73 ft. Depth to limiting factor >96" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh.
1 0-5 1Oyr3/2 none sl 2fgr mvfr cw 3fm2c 0.6 1.0
2 5-9 1Oyr4/6 none Is Osg ml gw 3fm2c 0.7 1.6
3 9-35 1Oyr4/6 none grs Osg m1 cw 1fm 0.7 1.6
4 35-63 1Oyr5/6 none gr s Osg ml gs - 0.7 1.6
5 63-96 1 Oyr5/4 none gr s Osg ml - - 0.7 1.6
F-1 Boring# G� 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 *Eff#1 *Eff#2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh.
F-1 Boring# 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 *Eff#1 *EfF#2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh.
*Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mgA- *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
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