HomeMy WebLinkAbout012-1043-40-200 (2)
r.~0 EIVED S IL EVALUATION REPORT 1 0 #13
epa 71
Drtm t of C merce ~y in rdance with Comm 85, Wis. Adm. Code page
Divisio,~ty nd Buie, 6 ~~o Steel's Soil Service, Inc.
County
Attach complet n 99 paper n Q'/2 x 1 inches in size. Plan must St. Croix
include, but no it o* refere point (BM), direction and parcel I.D.
percent slope, sea I~ lmkt tion and distance to nearest road.
s Tint all information. Reviewed By Date , ZsY
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ; .O
Property Owner Property Location
Borgen, Bruce Govt. Lot na SE1/4, SE1/ , S18, T30N, R17W.
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14
1217 172nd Ave 4 na CSM Vo1.12, Pg. 3389 2-0 SO -1'
City State Zip Code Phone Number City ❑ Village N Town Nearest Road
New Richmond WI 54017 715-246-5679 Erin Prairie C Rd GG
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Silty sediment and underlying reddish sandy loam till
General comments Mound Design, system elevation 99.4011 based on contour line elevation 98.40%
and recommendations: '
F-1-1 Boring # ❑ Boring
pit Ground surface elev. 99.70 ft. Depth to limiting factor 34 /in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *002
1 0-9 10yr3/1 none Sil 2msbk dfr CS if .6 .8
2 9-21 10yr4/4 none sid 2msbk dfr CS 1vf .4 .6
3 21-34 5yr4/4 none SI om mfr gw na .2 .6
4 3460 5yr4/4 f2d 7.5yr5/6 sl/SCI om mfi na na .0 .0
Boring # ❑ Boring
® pit Ground surface elev. 98.90 ft. Depth to limiting factor 47 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk dfr CS 2f .6 .8
2 10-21 10yr4/4 none sid 2msbk dfr CS if .4 .6
3 21-47 5yr4/4 none sl om mfr Cs na .2 .6
4 47-60 5yr4/4 none scl om mfi na na .0 .0
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signa CST Number
David J. Steel 248956
Address Steel's Soil Service, 1 Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 8/16/2005 715-760-0347
SBD-8330 (8.07/00)
Property Owner BMen, Bruce Parcel ID # Pending / Page 2 of 3
• ❑ ✓ .
F -3]Boring # Boring
® Pit Ground surface elev. 97.30 ft. Depth to limiting factor 60 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk dfr cs 2f .6 .8
2 10-22 10yr4/4 none sicl 2msbk dfr gw if .4 .6
3 22-60 5yr4/4 none sl om mfr CS na .2 .6
Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
F1 ❑
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 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.
S$D-8330 (A07/00) Steel's son servae, Lx.
3of3
STEEL'S SOIL SERVICE INC.
David J. Steel Bruce Borgen 994 200' St.
CST-POWTSM SE1/4,SEl/4,S18,T30N,R17W Baldwin, Wl 54002
Lic. #248956 Town of Erin Prairie, St. Croix Co. Direct 715- 760-0347
CSM Vol. 12, Pg. 3389 Lot, 4 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1" = 40' I
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 99.70 ft
Top of 3/4" pvc pipe
D = Borings
Boring Elevations
B 1 = 98.90 ft
B2 = 98.90 ft
B3 = 97.30 ft
a-7-2~3 13~ B43`~,OD00
ex-e-
;IU
p
fus
4~
U\ .
~ w
Q/41-
T
. Cd
Lan
a+ g
n
OF MOM 10 rAK
KM
1®
i
xPal
y
*Prw
rr ~ ~
Iii
t ~r r
Iii Ol 0
~Qar
i 14
iii ~ ~ ~C
lint sx.
11
pt , ja~
376. Noo~aar~ ao
- ~ - - - - MAT
J r'-new. ~ •
U - d+
p
3f ir-
r
K V
MEET 1 OF 2 SHEETS
F'