HomeMy WebLinkAbout020-1414-40-000 (2)
~ 1159
Wisconsin DepartmentofCommerr SAIL EVALUATION REPORT page I of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
Attach complete site plan on paper not less than 8%i x 11 inches in size- Plan must County St cro,
include, but not Waited-to: vertical aid horizontal reference point (BAS, direction and
percentslope, scale or dimemstons, north arrow, and location and-d6 once to nearest nod Parcel 1. D. y ~
Please print all m*wmation. R I Date
Personarinfomrattion you provde maybe used for secondary purposes 2_c f a
Property Owner Property i Sienna Corporation t 19 /4 S 20 T 29 NR 19 W
Property Owmees..Mailing Address S 'r Block _ ubd._Narneor.CSN
4940 Viking Or, Suite 6118 PW The Glen
City State Zip Code Phone Nu illage a Town Nearest Road
i Idh?9
ivrN 55435 Hudson Gatzrtichael Rd.
1fi New Construction Use: V Residential /Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Publiaor commercial-Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments ,
and recommendations: System elevation.9380ft, trenches.spaced and depth to code 6 00ft below grade 0,-+
Boring # Borrng
jePt Ground Surface elev. 99.80 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence boundary Rr-Kh- GPD/ft2
*Eff#1 -Eff#2
1 0-13 10yr3/2 none sit 2msbk mfr cs 1f .5- .8
2 13-39 10yr49 none sict 2msbk mfr 9w 1 f .4 .6
3 39U 10yr4/4 f1 f 7 5yfV6- s1 2msbk mfr di na .5 .9
4 60-110 7.5yr4/6 none ms osg ml na M C .1.2
+
tot hor¢ion # 3 has noncontiguous mottles
-1-.%e ph-e 117 ln /'►~-o'r-~ .rho r~I.C.T' `n riC•Q
Boring # - Boling
s/ Pit Ground Surface elev. 99.80 ft. Depth to timiting factor 110 in. Soil A *icd*n Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
-Eff#1 `Eff#2
1 0-9 10yr3/2 none sil 2msbk mfr cs 1c .5 .8
2 9-25 tOyr4/4 none Sid 2msbk mfr 9W 1 f A .6
3 28-57 10yr4/4 u bs nom nom, ~~dr C LV msbk mfr di na .5 .9
4 57-110 7.5yr4/6 none ms osg ml na na 7 1.2
2/,0
"Efffuent#t--BOEY,>-3t}C226 mg /t orrctT~S-~<t5(tmg/L -Effluent-#Z= BODr.S.Wmgft and TSS ~ O mg/L
CST Name (Please Print) Signature: CST-Number
David J_ Steel e 248956
Address Stee[ Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 5401 9/18/2002 T15-246-5085
pF3113oring er Sienna Corporation Parcel ID # pending Page 2 of 3
# Boring
/ Pit Ground Surface elev. 47.20 ft. Depth to limitingffor pppl~atio
1f0 irt. n Rate
Horizon Depth Dominant Calve Redox Description Texture Stnrdure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
t &47 t6yr3a none sit 2mstrk mfr-. CS Ic .5 .8
2 17-28- tOyr4W none silt 2rnnbk- Mfr gw if A .6
3 28-43 I-Ow4L4 stone sl 2msbk mfr GS na .5 .9
4 43-110 7.5yr4/6 none ms osg ml na na .7 .1.2
F-I Bonng
Pit Ground Surface.etew ft. Depth to limiting factor in. Soil Application Rate
Riormw Depth DorninantColor RedwDescq*w Texture Stnxtwe- Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
F-I Boring # goring.
Pit Ground, Surface elev_ ft. Depth to limiting factor in. Soil Application Rate
ftonzon Depttr Dominant color Redox Description- Texture Strwture Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
'Effluent#I-=BOO-? W<220-mg/Land TSS->30 < 150mg/L * Effluent #2= BOD5S30 mg/L and-TSS <30-mg/L
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' Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, Wl 54017
Lic. # 248956 SE1/4,SW1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot # 18
This soil evaluation was conducted to satisfy a zoning requirement, it ma or may not be suitable for
your use. The location of the test may or may not be as shown as perman~nt lot lines were not
established at the time the soil test was conducted.
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