HomeMy WebLinkAbout002-1013-60-400
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Wisconsin Department of Commerce ~301L EVALUATION REPORT Page 1 of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
p
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. from 002-1013-60
Please print all information. R ewed Date ~y
Personal information you provide may be u or (1) (m)). / d
Property Owner JC perty Location
Thomas M. & Melody A. Kanten t. Lot NW 1/4 SE 1/4 $ 6 T 29 N R 16 W
Property Owners Mailing Address # Block # Subd. Name or CSM#
1187 220th Street 10 PImpmed CSM City State Z IN n_j City Village &/J Town Nearest Road
NING
Baldwin WI Baldwin W41 US Hwy 63
W1 New Construction Use: W Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement J Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitable for mound with 12" of ASTM-C 33 sand placed :4]n 99.25' contour. System elevation to be
100.25'. wt- 300' ® PlWfil /
171 V1 Boring # I Boring
Pit Ground Surface elev. 100.05 ft. Depth to limiting factor 30" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2
1 0-8 1Oyr3/3 none sl 2fgr mvfr cs 2fm 0.6 1.0
2 8-16 7.5yr4/4 none scl 2fsbk mvfr cs 11fm 0.4 0.6
3 16-22 7.5yr4/6 none Is Osg ml gw 1fm 0.7 1.6
4 22-30 1Oyr4/4 none Ifs/Is/s Osg ml cw 1vf,fm 0.5 1.0
5 30-48 1Oyr4/4 f27.5yr5/8 IfsAs/s Osg ml cw lvf 0.5 1.0
6 48-55 7.5Yr4/4 cap f2f Mg g concr concr & etions Ifs Osg ml - - 0.5 1.0
Horizons 4V4 & 5 consist of an unsorted mixture of soils dominated by 10yr4/4 Osg 1 s, which also include 7.5yr4/6 Is & 10yr4/6 Osg s.
Boring # I Boring
Pit Ground Surface elev. 94.61 ft. Depth to limiting factor 24" in. Soil 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 0-10 1Oyr3/3 none sit 2fgr mvfr cs 2fm,1c 0.6 0.8
2 10-17 1Oyr4/4 none sit 2fsbk mvfr gw lfmc 0.6 0.8
3 17-24 1Oyr5/4 none sicl 2fsbk mvfr gw 11fm 0.4 0.6
4 24-36 1 Oyr5/4 f2f 7.5yr5/8 sicl 2msbk mfr cw 1 vf,f 0.4 0.6
5 36-47 7.5yr4/6 f2f 7.5yr5/8 Ifs/Is/s Osg ml - - 0.6 0.7
Horizon #5 consists of an unsorted mixture Is dominated by 10yr4/4 Osg gr Ifs, which also include 7.5yr4/6 gr Is & 10yr4/6 Osg s.
" Effluent #1 = BODS> 30 < 220 mg/L and T >30 < 150 g/L Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L
CST Name (Please Print) CST Number
James K. Thompson nature: 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 1117/2009 715-248-7767
Property Owner Thomas M. & Melody A. Kanten Parcel ID # from 002-1013-60-000 Page 2 of 4
3 ] Boring # - Boring
yj Pit Ground Surface elev. 99.46 ft. Depth to limiting factor 28" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sil 2fgr mvfr cs 2fm 0.6 0.8
2 10-14 7.5yr4/4 none scl 2fsbk mvfr cw 1vf,fm 0.4 0.6
3 14-19 7.5yr4/6 none gr sl 2fsbk mvfr cw 1vf,fm 0.6 1.0
4 19-28 7.5yr4/6 none Ivfs/Ifs/s Osg ml gw 1vf,fm 0.4 0.7
5 28-44 1 Oyr4/4 f2f 7.5yr5/8 fs/Is/s Osg ml - 1 vf,f 0.4 0.7
Horizons #5 & 6 consist of an unsorted mixture of soils dominated by 7.5yr4/6 Ivfs, and includes 7.5yr4/6 Ifs & 10yr5/6 Osg s. Loading rates adjusted
to reflect permiability restrictions associated with textural changes.
❑ Boring # - Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtftl
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # I Boring
Pit Ground Surface elev. fl. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations
Page 3 of 4
PROPERTY OWNER: Thomas M. & Melody A. Kanten SOIL AND SITE EVALUATION
PARCEL I.D.0 from 002-1013-60-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation completed for subdivision creation. Further soil testing may result in other system areas. although
soil conditions appear to diminish rapidly when moving from tested area.
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SHEET 2 OF 3
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Vol. 24 Page 5704