HomeMy WebLinkAbout018-2007-42-000
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ' of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County.
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must )1 n 1
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 0/,Y- r I r,
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. (1 7( Date.
Please print all informal on Revi
.
Personal information you provide may be used for secondary purpos i cy s. 15.04 (1) (m)).
Property Owner Property Location
~ 7N R E (Or W
Govt. Lot E 1/4 s 1/4 S T O(
Property Mailing Address Lot # Block # Subd. me or CSM# ,
0!7 01 1 -~A 5?- 7; ~ i)
State, zip e Phone u ❑ City ❑ Village Town Nearest Ro
GPD
V2fNewConstrucfion Us Residential / Number e)rudd oms ° Code derived design flow rate _
❑ Replacement ❑ Public or commercial - Describe: -
i ad. > Flood Plain elevation if app cable ' - ft
Parent material r -f n'c? S , lGtiZ
General comments q p, / fX
and recommendations: S e (e ✓r.~ -~'1W~. ~ ~ I 1 Z 1 y~ 73- iz
ring
pit Ground surface elev. Depth to limiting factor f in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPDtff
Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-7 !-I L- S/ 4
4 "V4 '0 Boring # A Boring
Ground surface elev. 1 n f ft. Depth to limiting facto in. Soil Annfiration Rate
® Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consis ndary Roots GPDM
'Eff#1 'Eff#2
r . Munsell Qu. Sz. Cont Color Gr. Sz. Sh. , Y
S J~"r
312
-Ad
Ala ,0 10
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 150 mgA- 'Effluent #2 = BOD < 30 mg/L and TSS <30 n-dL
CST Name (Please Print) Signa CST Number
r 226900
Bird Plumbing, Inc. Shaun Bird
Date Evaluation Conducted Telephone Number
Address
1008 192nd Ave, New Richmond, WI 54017 'o L/ 715-246-4516
Property Owner Parcel ID # Page of
® Boring # ~0 Boring
pit Ground surface elev. ft. Depth to limiting factor in. Soll Application Rate
'Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1i 0-7 /z-yo ,,s s i`c-A -rr,
0 Boring # RBoring
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. ,~ten n 'Eff#1 'Eff#2 Li lnv-e
Boring # Boring FS-1 Pit Ground surface elev. Depth to limiting factor - in.
• Soil ication Rate.
Horizon Depth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efr#2
10-157/0
a ...5 ,5 i ' ^ 1"Yi - /fir s✓ I i4 N J1i
Effluent #1 = BOD, > 30:< 220 mgrL and TSS >30 1150 mgA- ' Effluent #2 = BOD5 < 30 mg& 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.
SBauw (1t.6/00)
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shaun r
Address P.O. Box 489
Somerset Wi 54025 CS #226900
Lot 42 Subdivision Farm View Ridge Date 5104
NE 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 100.8' *HRpSameas Benchmark
Alternate Benchmark Top of 1/2" Pipe C 100.2'
B.M. 227' Property Line
B.M.
80`t Scale is 1" = 40'
60'. - unless otherwise
- 99' noted
20'
5' B- 45' 25
98'
30'
1% Slope
13-
97'
40'
20' B-4
10'
B-5 3% Slope
305'
Property
Line
Pro Town Road