HomeMy WebLinkAbout020-1487-12-000 (2)
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wisconsin Department of ppmrr #e ? Q 1 SOIL EVALUATION REPORT Page _ _ of
Drvision of Safety and Buildings
in ante with Comm 85. Ws. Adm. Code County
Attach complete site an a. Paper nollessman 12 x 11 incrles in size- Plan must - l
mclude, but notlimited to' vertical arr"orlir"Treference pant (BM), direction and Parcel 11
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 1 ly a
_ y
Please print all information. Reviewed by Date
Persorul,MOrmslan yov prw~be msy i used for awranba7 Wryases (P'. et le+, $ 15 04 (1)
(m))
Properrtt~ytOwnerr Property Location
~J e-.~ P f I n Govt La 1,45 114 S T Z N R E( ) W
,
Property Owners Marti VlA`Icrk~s- / Lot # Blair #
~nQ n Subd Name or CSW
_ 9,14
city late , Zip Code Phone Number ❑ City ❑ village Town p Nearest Road J
JI
Construction Useosrdentrall Number of bedrooms.- Code derived design now rate y7IZ.06L-__. ._GPD j
i❑Reptacement ❑ Public ~9'/~ comm~eeral - Describes `X/ '
Parent material Flood Plain elevation if applicable 1~-_ it
arid rerromimendabons:
System Type Syrtem Flevation / - - -
I
Boning p r1~I Boring /
I~ ® Pit Ground surface elev. ft. Depth to limiting fads L)._ in. Soil Application Rate
lkxiw Dept Dominant Color Redox DesagAon Texture Structure Consistence Boundary Roots GP"
in. Munset Ou. Sz. Cent, Cola Gr. Sz, Sh. 'Eff#1 I 'Ef#t2
- ✓ >
I ~ I
r
❑
~ Boring # Spring
Pit Ground surface elev./-__/ • Depth to limiting factor Soil Application Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsee Ou. Sz. Cont. Color Gr. Sz. Sh, •Eff#1 •Eff#2
~'z~ / i -
i
L
I
• Effluent #1 = BOO. > 30 < 220 nWL and T SS >30 < 150 ' Effluent #2 = BOD. < 30 rngA and TSS < 30 m*L.,
CST Name (Please Print) alure CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Addyss / Date .valuabon Conducted Telephone Number
C 30 -/F 715-246-4516
1432 120th St, Now Richmond, WI 5401'1
l i.
Property Owner Parcel ID A Page -of
Boring# t❑~ Boring
t-~" J gr Pit Ground surface elev. LL-74
. Depth to knifing factor Shc iration Rate
i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPp/1f
le. Munsell Ou. Sz. Cont. Color Gr. Sz Sh. 'EH#1 •ER#2
E o < < c</
j
LJ Boring # ❑ Boring
❑ pit Ground surface elev ft. Depth to limiting factor in.
Sod ApplicaLxn Rate
j Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Ou. Sz. Cont. Color Gr. Sz- Sh. 'Eff#1 'EH#2
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor
Sod Application Rate
Horizon 'lepth Donwtant Color Redox Description. Texture Structure Cor"ence Boundary Roots GPD#f
in. Munsell Ou. Sz. Cord. Color Gr. Sz. Sh. •ER#1 'Ert#2
Effluent # t = BOO, > 30 < 220 mglL and TSS >30 < 150 mg& ' Effluent #2 = BODE < 30 n9t and TSS < 30 mgrl
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Set*tlM It &W.
Soil Test Plot Plan
Project Name Oevering Homes %'haun Bird
Address 1433 Cernohous Ave Suite A -
New Richmond Wi 54017 CST M #226900
Lot 12 Subdivision Hunter Hills Estates Date 6/15/18
1/4 SE 1/4S 23 T 29 N/R19 W Township Hudson
Boring 0 Well YL Property Line County ST. CROIX
BN1 or VRI' Assume Elevation 10o ft. Top of survey iron
System Elevation TBI) `HRPSame as Benchmark
CG B.M.* 639' Property Line 10
20' B-1
30' 0'
S'
80
14 Slope B-3
Scale is 1' = 40,
unless otherwise
noted
B-2
98' 102'
100'
Gavin Pass
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