HomeMy WebLinkAbout030-2085-60-010 (2) zDo/ 72
• Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85,Ws. Adm. Code
County St.Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and Pavel I.D. 030-2085-60-,o)0
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ‘4016-)�.,i/�7yjl,/() I ?j"31"
Property Owner Property Location �J"'J�
Marc D.&Connie S.Smith Govt.Lot NW 1/4 SW 1/4 S 32 T 30 N R 19 E(or)W
Property Owner's Mailing Address Lot#/y Block# Subd.Name or CSM#
418 Rolling Hills Lane NA CS/v► Z2-5W,
City State Zip Code Phone Number Qcity ®Village ct Town Nearest Road
Hudson 1 WI 1 54016 1 ( 715 ) 549-5758 ' St.Joseph 1 Rolling Hills Lane
CI New Construction UseJ Residential/Number of bedrooms Unknown Code derived design flow rate Unknown GPD
0 Replacement D Public or commercial-Describe:
Parent material Glacial outwash Flood Plain elevation if applicable R ECV E D ft.
General comments /1 ysum eb /W Wcu 40 177-L/ J . ' O F /
and recommendations: ARC APR 0 2 2007
Haig: SotL Telf SktMt1rn Wrat am it 4iGi?9yt) VI FILED �,V1 4 ST.CROIX COUNTY
wv7tt. tN6tutegto 4Y pumxt t-R Izt4c,� �€1//GWrp.
B1 Boring# Boring
a Pit Ground surface elev. 866.4 ft. Depth to limiting factor >84 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-4 10YR 4/2 ------- sil 2mgr mvfr cs 3vf-m 0.6 0.8
2 4-8 10YR 4/2 ------- sil 2fabk mvfr cs 3vf-m 0.6 0.8
3 8-20 10YR 4/6 ------- scl 2mabk mfr cs 2vf 0.4 0.6
4 20-28 7.5YR 5/6 ------ s Osg ml gs lvf 0.7 1.6
5 28-47 10YR 4/6 -------- grcos Osg ml gs lvf 0.5 0.5
6 47-84 10YR 5/3 ------ grcos Osg ml --- --- 0.5 0.5
B2 Boring# El Boring 860.7 >90
a 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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-5 10YR 4/2 sil 2mgr mvfr cs 3vf 0.6 0.8
2 5-8 10YR 4/2 -------- sil 2fabk mvfr cs 3vf 0.6 0.8
3 8-18 10YR 5/8 --------- sicl 3mabk mfr cs 2vf 0.4 I 0.6
4 18-28 7.5YR 5/6 ---------- s Osg ml gw lvf-f 0.7 1.6
5 28-62 10YR 4/6 -------- grcos Osg ml gs lvf-f 0.5 0.5
6 62-90 10YR 5/3 --------- grcos Osg ml --- --- 0.5 0.5
*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) Signatur �'y"'" CST Number
Daniel P.Kugel 250693
Address Ogden Engineering Company Date Evaluation Conducted Telephone Number
1234 S.Wasson Lane,River Falls,WI 54022 April 2,2007 (715)425-7631
c....:,6 -:,„„,..")aki;Ai9 P- 11/1'1?
Property Owner Marc D.&Connie S.Smith Parcel ID# 030-2085-60-0/o Page 2 of 3
0 Boring
B3 Boring# 857.9 >90
a Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft'
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-5 10YR 4/2 sil 2mgr mvfr cs 3vf-m 0.6 0.8
2 5-9 10YR 4/2 sil 2fabk mvfr cs 3vf-m 0.6 0.8
3 9-19 10YR 4/6 sicl 3f-mabk mfr CS 2vf-f 0.4 0.6
4 19-36 10YR 6/6 scl lcabk mfr cs lvf 0.2 0.3
5 36-42 7.5YR 5/6 s Osg ml gs lvf 0.7 1.6
6 42-69 10YR 4/6 grcos Osg ml gs lvf 0.5 0.5
7 69-90 10YR 5/3 • grcos Osg ml --- --- 0.5 0.5
Boring# 0 Boring
LI 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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
ED Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 I
*Effluent#1 =BODS>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-8330Test(R.07/00)
•
•
• Property Owner Marc D.&Connie S.Smith Parcel ID# 030-2085-60-a tO Page 3 of 3
� M
SITE PLAN
ol. 2 ,r,"6,..d- JOHNSON Oft \
`T ''C�,
-\4,::e'''' fr.''4....,-4›..
__.�. 9��
` 4� \ `� ®B2 �. cF
\-
t ‘ e32721,511_____2ec B) 1 B \.
g?c/4 hoe 1, ,i-i-, ---\\,....:>231
/ / i, i
•
c zill
•
PROPOSED J
DRAINAGE •
• EASEMENT
i•
J
I =
Z
illi ••...
I J
IO
SCALE IN FEET \
611111111111■1 \
0 25 50 100
PROPOSED LOT 14; C.S.M. 2Z - ---
CONTOUR INTERVAL=2'
S* \
dc 1■ 1
., pe C Qom°
OGDEN ENGINEERING CO.
DANIEL P. KUGEL #250693 Civil Engineering & Land Surveying
1234 S.Wasson Lane,River Falls,WI 54022
DATE: 4pP i1 Z. 200 7 (715)425-7631
SOIL PROFILE DESCRIPTION
Owner: milev- Con/A» 5,n(Mt CST: bh k
System Elev. Proposed: ft Syst. Range ft to ft Ld Rate:
# I Elevation: g06•Y # Z Elevation: ge, 7 # 3 Elevation: $S 7•
o Boring o Boring o Boring
1 Pit Pit _ Pit
• Vv$
$�Y —
sbZ —
860 — —
gS6 — = se 5:41
54.14
$SZ --BIZ--
392 04-4
8'18 — —