HomeMy WebLinkAbout030-2143-18-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 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. ending, ~i
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 036 _ ~Qv (7
Please print all information. Revi by Date
Personal information you provide may be used r sec 15.04 (1) (m)). 3 1J
Property Owner operty Location
■
Brushy Mound P ! ers Govt. Lot NE 1/4 NW IM S 5 T 29 N R 19
Property Owner's Mailing Address lot# Block # Subd. Name or CSM#
1505 HWy I - ElMebird smM~ 131 Ai dtfibm
City State Zip Code ity ❑ Village ■ Town Nearest Road
N'NG UI=FICE 42t1dStreet
New Richmond Wl 54'017 St. Joseph El New corl*tiction ttseE] Restdertai f Number of bedtnans 3 to 4 Code denved design fiowrate 450 to 600 °®PD
Replacement Public or commercial - Describe:
t"aY vtt tr, rsat loess over outwash and. -moral till Flaad gram btevZbh ?f Wfinb* NA -it.
General comments This site is suitable for a conventional below grade system, recommending that a pressurized system with equal
end {eoowonenclabons: distribution be used so as to distribute the effluent over the entire available area dueho the mass}ve(0) A This is
not a code requirement, but rather a suggestion. ly(/~~
F1 1 Boring # u Bo"
GI Pit Ground surface elev. 5 ft. Depth to limiting factor >92 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/iF
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. "Eff#1 `Eff#2
1 04 10yr4/3 sil 2msbk mfr as 2f .6 •8
2 4-9 l 0w414 sil limpt mfr ew 2f .4 .6
3 9-18 7.5yr4/6 is lmsbk mvfr cw 1f 1.6
4 18-92 7.5yr4/4 fsl Om mfi - - 2 .5
F Boring# ❑ Boring ,,I/ X92
2
El Pit Ground surface elev. Q ,0'1 ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/iF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-4 10yr4/3 sil 2msbk mfr as 2f .6 .8
2 4-10 10 4/4 sil Imp] mfr cw 2f .4 .6
3 10-18 7.5yr4/6 Is lmsbk mvfr 1.6
4 18-92 7.5yr4/4 fsl Om mfi - - .2 .5
" Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 rng/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 rng/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
I
Brushy Mound Partners Pending
Property Owner Parcel ID # Page 2 of 3 i
3 Bori # Boring
I 0 Pit Ground surface elev. q 4. eo ft. Depth to limiting factor X90 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/3 - sil 2msbk mfr as 2f .6 .8
2 10-17 10 4/4 - sil IM PI mfr cw 2f .4 .6
3 17-26 10yr4/4 - sil lmsbk mfr cw if .4 .6
4 26-31 10yr4/6 - sl lmsbk mfr cw - .2 .6
5 31-56 1Oyr4/6 - is Osg ml cw - .7 1.6
6 56-90 10yr4/4 - fsi 0m mfi - - .2 .5
❑ 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 GPD/fi2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring
Boring #
Ground surface elev. ft. Depth to limiting factor in.
F-1 H Pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtf 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mWL * Effluent #2 = BOD, < 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-8330Test (807/00)
I
Bluebird Bluffs I st Addition
Lot 18
97'
II' 133
N01 2 ■
9%
slope
48' S0'
B1
1
M 7' BM 2 BM I
50'
y r SE lot corner
98
r
Thomas Nelson Soo
227387
Scale 1" = 30'
BM 1 Top of iron pipe 100.00'
BM 2 Top of conduit 103.40'
B1 101.95'
B2 98.04'
B3 94.80'
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