HomeMy WebLinkAbout038-1223-03-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-�—of
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must County
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. n J 11
n t' distance to nearest road. d-3 t1 J WU
percent slope,scale or dimensions,north arrow,and location and d sta ce
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). G� 2 p
Property Owner r Property Location
e Govt.Lot tAj '—/4 S T,3 N E(o)W
Property Owner's Mailin ddress L! I Block# Subd. Name. NW
City State Zip Code Ph umber ❑City ❑Village own Nearest Ro /
- �r r
.l' ALIC-4
New Construction Use, Residential/Number of bedrooms Code derived design flow rate - GPD
❑Replacement Public or commercial-Describe: -- T1 ----
Parent material Flood Plain elevation if applicab u ft VE
General comments
and recommendations: f1i �� I�/��� %G� JUL 3 1 2003
y
el� � G�%/C�`�/ : ySTg4wf�
i I f lr
Boring# a 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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2
2
3 ,
® Boring# Boring
Pit Ground surface elev. ` ft. Depth to limiting factor m 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
z 3 L --- f C'J" S
z, , S
Effluent#1 =BOD >30<220 mg1t.and TSS>30 1150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 M91L
CST Name (Please Print) Sig a CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 raj `�-a - 715-246-4516
Property Owner_
Parcel ID# Page of
F3_1 Ong# Q Boring •7`�
Pit Ground surface elev. Depth to limiting factor _�!��• Soil liption Rate
Horizon Deptt Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff;
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
/ZL
2 MLI,
a 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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
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
Effluent#1=BOD,5>30 1220 mg/L and TSS>30<150 mg/_ 'Effluent#2=BODS<30 mgll.and TSS<30 mg/L
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SBD-8330 pt.6(00)
Soil Test Plot Plan
Ppoject Name 6-G Corporation Shaun B'
Address 58 Dunbar Way
Mahtomedi Mn 55115 CST #226900
Lot 3 Subdivision Woodland Hills Date 7/24/03
W 1/2 NE 1/4S 4 T 31 N/R18 W Township Star Prairie
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation At-Grade *HRpSame as Benchmark ••
Alt. BM
T
op of Steel Fence Post @ 99.6
234' Property Line s`�
Please Note:Tested area �°°�'' "''
may not be suitable for Scale is 1" = 40'
desired building area. Unless otherwise
Check system location
before excavating. noted
B-2 10' Please note: survey was not
completed at time of testing,
setbacks from lot lines may
250' change. Installer must verify
all lot lines and setbacks
before installation.
13%
Slo
100' B-3
120'
Alt.
40' M.
749' 10'
Property B.M.
Line 35 B-1 60'
100'
102'
104'