HomeMy WebLinkAbout020-1261-10-000 (2)
P A- ~Ih 2217
Wisconsin Department of Commerce SOIL EVALUATION REPORT
.u. Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on not less than 8/ x 11 inches in size. Plan must County
P paper St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. / 2
020-1261-10-000
Pleas viewed
Personal information you provid may be V (Priv Law, s.15.04 (1) (m)). ~Q
Property Owner Property Location
Jeff & Cindy Gresmer Govt. Lot NW 1/4 SE 1/4 S 21 T 29 N R 19 W
Property Owner's Mailing Addre s Lo Block # Subd. Name or CSM#
553 Stagecoach Trail S7. CRQiX COUNTY 24 Prairie Vista 2Nd Addition
city rty _I Village I✓J Town Nearest Road
Hudson WI 54016 715-386-7675 Hudson Stagecoach Trail
J New Construction Use: W1 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement J Public or commercial - Describe: 10
Parent material Glacial Outwash Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitable for conventional POWTS dispersal cell with 0.5 gpd/sq.ft./day loading rate. Proposed
trench elevations to be 91.50'.
Boring # J Boring
1/ Pit Ground Surface elev. 95.42 ft. Depth to limiting factor >8911 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-15 10yr2/1 none sil 2fgr mvfr cw 2vf,f 0.6 0.8
2 15-29 10yr4/4 none sil 2fsbk mfr cw lvf,f 0.6 0.8
3 29-34 7.5yr4/6 none gr Is Osg ml cw - 0.7 1.6
4 34-38 10yr4/6 none gr Is Osg ml cw - 0.7 1.6
5 38-56 10yr4/6 none s & gr Osg ml aw - 0.7 1.6
6 56-89 7.5yr4/6 none gr Is Osg dl - - 0.7 1.6
#6 contains a high percentage of fines. Loading rate adjusted to reflect reduced permiability of horizon associated with fine soil particles mixed wit
sand and gravel.
Boring # Boring
liel Pit Ground Surface elev. 95.64 ft. >96" in. Soil Application Rate
Depth to limiting factor pp'
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-26 10yr2/1 none sil 2fgr ds cw 2fm,lc 0.6 0.8
2 26-43 10yr4/4 none sil 2fsbk dsh cw lfm 0.6 0.8
3 43-55 10yr414 none Ifs Osg dl cw 1vf,f 0.5 1.0
4 55-62 10yr4/6 none gr Is Osg dl cw - 0.7 1.6
5 62-96 10yr5/6 none s & gr Osg dl - - 0.7 1.6
) ~ -1 T-1 I
* Effluent #1 = BOD5> 30 < 220 mg/ and TSS >30 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS S30 mg/L
CST Name (Please Print) Sign re: CST Number
James K. Thompson 3 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 6/25/2010 715-248-7767
Property Owner Jeff & Cindy Gresmer Parcel ID # 020-1261-10-000 Page 2 of 3
3] Boring # Boring
0 Pit Ground Surface elev. 95.46 ft. Depth to limiting factor >90" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-19 10yr2/1 none sil 2fgr mvfr cw 2vf,f 0.6 0.8
2 19-38 10yr4/4 none sit 2%bk mfr cw 1 vf,f 0.6 0.8
3 38-43 10yr4/4 none gr Ifs Osg MI Cw - 0.5 1.0
4 43-65 10yr4/6 none s 7 gr. Osg MI Cw - 0.7 1.6
5 65-90 7.5yr4/6 none gr Is Osg ml - - 0.5 1.0
H#5 contains a high percentage of fines. Loading rate adjusted to reflect reduced permiability of horizon associated with fine soil particles mixed
with sand and gravel.
Boring # I Boring
_ Pit Ground Surface elev, ft. Depth to limiting factor in. Soil Application Rate
I
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # I 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
i
I
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS <_30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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A.C.E. Sal & Site Evaluations
SBD-8330 (R.07/00)
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