HomeMy WebLinkAbout030-2143-16-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 3 -
Please print all information. Rev' ad _ Date
Personal information you provide may be used for second Rf-il o _ , s. 7 04 (1) (m)). i f' 1
Property Owner Prorty Location
Brush Mound Parti ers NE 5 29 •
Y Gov:. Lot 1/4 NW 1/4 S T N R 19 E (or)~W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM#
1505 Hwy 65 - 1 - Bluebird Bluffs Ist Addition
City State ZIP Code Phone( OW-, 0 F F I C E ity ~ V llage ■ Town Nearest Road
New Richmond WI 54017 ( ) St- Joseph 42nd Street
New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement Public or commercial - Describe:
Parent material Loess over outwash and glacial till Flood Plain elevation if applicable ft.
General comments Site suitable for a conventional system
and recommendations:
F] Boring # ❑ Boring
Pit Ground surface elev. 99.80 ft. Depth to limiting factor >90 in.
0
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
I 0-10 10yr4/3 sil 2msbk mfr as 2f .6 .8
2 10-90 7.5w5/6 s Osg ml .7 1.6
2 Boring # 11 Boring 93.70 >90
spit Ground surface elev. ft. Depth to limiting factor in.
Soil lRate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu
. Sz. Cont. Color Gr. Sz. Sh. `Ef#2
1 0-11 10yr4/3 sil 2msbk mfr as 2f .6 .8
2 11-90 7.5 5/6 s Osg ml .7 1.6
` Effluent #1 = BOD > 30:< 220 mg/L and TSS >30:5 150 mg/L ` Effluent = B < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature_ CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, Wl 6/5/04 715-246-2454
Property Owner Brushy Mound Partners Parcel ID # Pending Page 2 of 3
3 Boring # Boring
g ~ Pit Ground surface elev. 94.40 Depth to limiting factor X90 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eif#1 *Eff#2
1 0-12 10yr4/3 - sil 2msbk mfr as 2f .6 .8
2 12-28 1 4/6 - sil 2msbk mfr cw if .6 .8
3 28-90 7.5yr5/6 - s Osg ml - - .7 1.6
❑ Boring # HBoring
pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *01102
❑ Boring Boring
S Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHI?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS > 30:s 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD5 < 30 mg1L and TSS < 30 mg/L
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S13134330Tat (H07/00)
Bluebird Bluffs Ist Addition
lot 16
NE lot ner
■ ~B 1
133
B1 I60~
9'
11%
slope
119' 114'
M
Norb
Scale 1" = 30'
BM top of iron pipe 100.00'
BM2 Top o conduit 93.90'
B199.80'
62 93.70'
133 94.40'
Thomas Nelson
227387
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