HomeMy WebLinkAbout018-2007-31-000
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'Wisconsin Department of Commerce SOIL EVALUATION REPORT
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 G~'~ _ -31 '
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. JjG
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. - [ De
ate
r //y
Please print all information. Reviewed by
Personal information you provide may be used for secondary purposes (P V44 yi4, 5.04 (1) (m)).
COMO ope rty location
PropertyOwnera~~ r/~_...
J7"J Govt. Lot S 1/4 114 ST ON R E (or W
Lot # Block # Subd. or
Property owrill~p mailing Address 'e'
Nearest Ro
~Y State. Zip Code Phone Number city ❑ Village Town Jtj
Code derived design flow rate GPD
New Construction us Residential /Number of)iedrooms
0 Replacement ❑ Public or commercial - Describe:
~e. Flood Plain elevation if applicable ft'
Parent material nE'--~-
General comments /
and recommendations: Sy54ez Q (2,✓t
03. D-)
Boring
ID Pit Ground surface elev. _L____ ~~•~l J 3
n9 # W' 1 ft. Depth to limiting factor in j*Eff#1 I icadon Rate
Texture Structure Consistence Boundary RootGPDO
Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. 'Eff#2
in. Munsell Qu. Sz. Cont. Color r i /i t
r+ 2 ~13 .sly l C7
Depth to limiting factor in. Soil Application Rate
p /
M Boring # Boitnes Ground surface elev. yV
Texture Structure Consistence Boundary Roots GPD/ff
Heron Depth Dominant Color Redox Description 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
12--
• Effluent #1 = BOD > 30 220 ffxA and TSS >30 150 ' Effluent #2 = BOD 30 mg/L and TSS < 30 mglL
' re CST Number
CST Name (Please Print) S 2T
Bird Plumbing, Inc. Shaun Bird i
Date Evaluation Conducted Telephone Number
Address L/ 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 01-
Property Owner Parcel ID # Page -a- of
Boring # ❑ Boring
Apit Ground surface elev. I ~ I N Depth to limiting factor in. Soil Application Rate
a
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
ZI '(0
-2,V
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting fador in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑
F Bodng # 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 GPDAY
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD; > 30 1220 mg1L and TSS >30 1150 mglL ' Effluent #2 = BOD, c 30 mgll and TSS < 30 MIL
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.
Se"370 tR.6M
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Soil Test Plot Plan :f P3. 3,
'
Project Name P.C. Collova Bldrs. Inc. Shau
13,
Address P.O. Box 489
Somerset Wi 54025 CS #226900
Lot 31 Subdivision Farm View Ridge Date /8/04
SW 1/4 NE 1/4S 5 T 29 N/R17 W Township Hammond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 103.2' *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
Scale is 1" = 40'
unless otherwise
noted 228'
Property
Line
B-2 6%
Slope
101' B-1 •t W J'
30'
20'
102' NIT 60'
_do 426' Property Line 5'
B.M.
175'
3
M N.1/4 CORNER,
SECTION 5, FOUND
o N SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4
o~
cn N 89'51'32" E 1316.00 UNPLATTEO LANDS
L14 i 330.63' L" L18 308.46'
u HWE =1062 2' 653.99' -7 - - - F T - -
L12 LBO =1064.2'
20 / N \ HWE =1055.0' U6 I L20
I~ 15.00' 160607 S.F. /Z / N \ \ L80 =1057.0' I,I O =1057.0'
3.69 Ac. 0?
, • ~ /v~/ \ ,I li N
- - N 87'3427" 15.00 W 506.31' \
50
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4o I 81160 S.F. \ r 3.09 Ac. Igo
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