HomeMy WebLinkAbout002-1002-90-000 (4)Wisconsin Department of Commerce SOIL EVALUATION RIPOP Page I of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
5T. CR4IX
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 Parcel I.D. (Pending)
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all imbrmation. RevieweSi�by ' Date
Personal intonnation you provide may be used f (1 Y (m)1
Property Owner Prc perty Location n
HARVEY HIELKE MA Go d. Lot ---- NW 1/4 NE 114 S 2 T 29 - R 16 E (or)
Property Owner's Mailing Address Lol # I Block # Subd. Narrie or CSM#
540 Summit Circ e 3 ) -- (Pending)
City State Zip Code Ph ]City ❑ Village ■ To, vki - Nearest Road
Baldwin, WI 54002 C.T.H. DD
New Construction UseE) Residential / Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD
Replacement ® Public or commercial - Describe:
Parent material glacial till Flood Plain elevation if applicable NA ff.
General comments Mound System -- 2.50 ft. sand fill -- 0.2 loading rate
and recommendations:
(See Interpretive Determination Report)
Boring
M Boring* I' I pit Ground surface elev. 96,50 ft. Depth to Ilmlting factor 6 in.
Snil Anoliration Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
-Eff#2
1
0-6
IOYR2/1
sil
31gr
mvfr
as
3vf-co
0.6
0.8
2
6-12
10YR4/3
flf10YR3;6
sil
2fsbk&Ifpl
mfr
as
2vf--co
0.4c
0.6
3
12-16
IOYR3/6
c2d l0YP,6&i0YR6/i
sil
Ifsbk
mfr
lvf-m
0.4c
0.6
(Some gr.)
2] Boring # 11 Boring 96.00 16
El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Aoolication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
`Eff#1
"Eff#2
1
0-5
10YR2/1
sil
3fgr
mvfr
cs
3vf-co
0.6
0.8
2
5-16
10YR3/4
sl
if-msbk
mfr
-
2vf-co
0.4
0.7
Effluent #1 = BOD n 30 < 220 mill- and TSS >30 < 150 mg/L tMent ru = bUld � su mgru ano r o5 � Ou rIKYL
CST Name (Please P&A) Sig re / CST Number
Mary Jo Hollister Hollistei s Soil Testing & Desi n r d fi 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls. WI 54022 \ 06 - 02 - 07 (715) 426 - 1775
Property Owner HIELKEMA, Harvey (Lot 3R) Parcel ID #
EBoringBoring99Boring 0 Pit Ground surface elev.' 55 ft.
(Pending)
2 3
Page of
Depth to limiting factor 10 in.
Snil Anoliration Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
-Eff#1
`Eff#2
l
0-3
10YR2/1
-
sil
3fgr
mvfr
cs
3vf-co
0.6
0.8
2
3-7
10YR2/1
--
A
2fsbk
mfr
as
2vf-co
0.6
0.8
3
7-10
10YR3/2
sil
2fsbk
mfr
as
2vf-co
0.6
0.8
4
10-15
10YR3/3
c2d 10YR4/6&c 10YR6; I
sil
I fsbk
mfr
--
2vf-co
0.4c
0.6
BcAng # 11 Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Aoolication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDtfF
'Efl#1
'Eff#2
Boring #
Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Eknit Annlication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
'Eff#2
Effluent #1 = BOD5 > 30 < 220 mg1L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 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 Ibrmat. please contact the department at 608-266-3151 or "1 TY 608-264-8777.
11ID-8 i30Twt (R 117'IM )
Plot Plan for Site and Soil Evaluation
Page 3of3
Property Owner
a -I i ELKEM.A, N AR\JL\/
Legal Description
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