HomeMy WebLinkAbout022-1048-10-000 (2) h ~ 0 ol
V o
0
>
N : =O
CL
cc
tz
-` -�
N
i' a � 3
N
co
v J
o"i ors �
N 0= N 00 LLJ
IL "..-13
LL = O
O C6
ID 4-
N
d O V
E Q a N 3
4j 0
0
Z
m
L G
o Z
co
•�N 5 0 0 0 _1
I', � L N � N N V
o 0 3
0 O — N
o V I
O N Z Z z Z O ► Q -�
N
N
� �.
R m v
�1 a
O ! li O a £ , y`3►,�L
�^ Q O I', H IN— FN- O N VJ
X000 EL
.,y ma a a
d O
to J V m rn rn z y
.a m c. a .�
�l J N N 0 0 0
Z Q N N
co 00
O O •3 7
M m N O d O0 ' ♦ ` '�.
w 2 o N d N vN�
r Vv
� _ v
a Z � oo �
N c
E
.''-' E d
v �
€ a
it a C: a
` c I'
aE
A V o`O. 2 ', OU) 0
L('SOUS, fY NT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS
DIVISION
LABOR,'� PERCOLATION TESTS (115) P.O. BOX 3707
HUI1�,f�dV R>2��TIONS \ 1 MADISON,WI 53707
(ILHR 83.09(1)&Chapter 145)
L CA IOU: , SE TION: TOWNSHIP/ OT NO.:BLK NO.: SUBDIVISION NAME:
SE 14 SE V4 8 /T 28 N/R 181(or)W Kinnickinnic --- --- --------
COUNTY: MAILING ADDRESS:
St. Croix Robert Berning 1451 Washington St., River Falls, WI 54022
USE DATES OBSERVATIONS MADE
NO.BEDRMS.: COMM R AL DES RIPTION:
Residence 3 CRNew ❑Replace PROFILE DESCRIPTIONS: PERCOLATION TESTS:
174/12/89 4/23/89
RATING:S=Site suitable for system U-Site unsuitable for system SMS 83 NCB
ONVENTIONAL: MOUND: IN-G"T]S STEM-IN-FILL OLDING TANK:RECOMMENDED SYSTEM:loptional)
OS Eu CAS DU Ds Eu as ®u MOUND
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s.ILHR 83.09(5)Ib1,indicate: -----------------
Floodplain,indicate Floodplain elevation:
PROFILE DESCRIPTIONS
BORING TOTAL P H T R UNDWATER-INC ES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE,AND DEPTH
NUMBER DEPTH IN. ELEVATION OBSERVED EST.R HE TO BEDROCK IF OBSERVED(SEE ABBRV.ON BACK.)
B-
B_ SEE A ACHED SHEET
B-
B-
B-
B-
n
PERCOLATION TESTS
TEST DEPTH , WATER IN HOLE TEST TIME D I WATER V H RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. p PERIOD PER INCH
P- 1 22 None 30 min 1 11/16 1 3/16 1 3/8 22
P-
P" 9 22 None 30 min 1/4 1 1/8 1 1/16 28
P-
P- 34
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori.
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 89-00 '
SFfF---PLDTL-7 ! - LJ_
J i j
r t -
_�
1,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME print : TESTS WERE COMPLETED ON:
Paul C. J. Steiner 4/26/89
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional):
Citv, WI 54723 3074 715 594 3032
C URE:
(�
DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester.
DILHR-SBDZ395(R. 10/83) —OVER
j'
0 �
b
�v\
Ob
\IA
� a +
ry�
A
v�
�G
l ks,
�y
n S
00 a- N Ai` a
ON
a
ST. CROIX COUNTY
k WISCONSIN
t
ZONING OFFICE
ST.CROIX COUNTY COURTHOUSE
911 FOURTH STREET • HUDSON,WI 54016
— -_ (715)386-4680
April 23, 1989
Division of Safety and Buildings y
Bureau of Plumbing �"' -�_/ �q -lp pp•,�ss
P. O. Box 7969
Madison, WI 53707
Dear Sir:
An on site investigation of the Robert Berning property located
in the SE 1/4 of the SE 1/4, Section 8, T28N-R18W, Town of
Kinnickinnic revealed soils to a depth of 30 inches after which
seasonal high groundwater was noted.
This site should be suitable for a mound system.
Should you have any questions regarding this subject, please feel
free to contact this office.
Sincerely,
Thomas C. Nelson
Zoning Administrator
TCN:sma
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS
INDUSTRY, DIVISION
LABOR P.O. BOX 769
HUMAN REDLATIONS PERCOLATION TESTS (115) MADISON WI 53707
(ILHR 83.09(1) &Chapter 145)
LOCATION: SECTION: TOWNSHIP/ OT NO.:BLK.NO.: SUBDIVISION NAME:
SE �� SE�� 8 /T 28 N/II l g, lore W Kinnickinnic
--- --- --------
COUNTY: MAILIN ADDRESS:
St. Croix Robert Berning 1451 Washington St. , River Falls, WI 54022
USE DATES OBSERVATIONS MADE
NO.BEDRMS.:rERCIAL DES RIPT ON: PERCOLATION
Residence 3 ---------- IaNew ❑Replace
4/12/89 4/23/89
i
RATING:S=Site suitable for system U-Site
11V unsuitable for system SMS 83 NCB
ONVENTIONAL: N-GROUND STEM-IN-FILL OLDING TANK
:RECOMMENDED SYSTEM:(optional)❑S ®U ❑S
EA I ❑S ®U MOUND
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s. ILHR 83.09(5)(b),indicate: -----------------
Floodplain,indicate Floodplain elevation:
PROFILE DESCRIPTIONS
BORING TOTAL P H T R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE,AND DEPTH
NUMBER DEPTH IN. ELEVATION OBSERVED TO BEDROCK IF OBSERVED(SEE ABBRV.ON BACK.)
B-
B_ SEE ATPACHED SHEET
B-
B-
B-
B-
I PERCOLATION TESTS
DEPTH , WATER IN HOLE TEST TIME D W V H RATE MINUTES
NUMBER INCHES AFTER SWELLING INTERVAL-MIN. l PER INCH
P- 1 22 None 30 min 1 11/16 1 3/16 1 3/8 22
P-
P' 1 1/4 1 1/8 1 1/16 28
P-
P' 34
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 91-00,
�_ � -- --- I I---i
r
- �-
-r-
_ I
1___ _
_ _
- - -- -
�. ) 1 I� f k— —.....
I
I i
- -- ---- _ r - - ---
I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME (print:— TESTS WERE COMPLETED ON:
Paul C. J. Steiner 4/26/89
ADDRESS: CERTIFICATION NUMBER: PHONE NUMB ER(opt ional):
54723 3074 715 594 3032
CST ATUR
Dr,DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester.
DILHR-SBD•6395(R. 10/83) —OVER—
®W i
in p
ro
b
ti
F b
� I
r a �
1 A
A
a7�
t,ul,Sit
b �
ro
V 00 O
_ b o
z o • �
a► b � o �;
� v
W
t
SOIL DESCRIPTION FORM
(Attach Soil Profile Location Map On s_Sopsrats Sheet)
CLIENT:, Robert Bernina LINEAR LOADING RATE:
1451 Washington St. , River Falls, WI 54022 '
PURPOSE: Home SLOPE:
DESCRIPTION BY: ASPECT:
• r
DATE: CURRENT LAND USE:
4
4
COUNTY/STATE: VEGETATIVE COVER:
LOT DESCRIPTION: DRAINAGE CLASS:
LOCATION• GALLONS PER S0. FT. PER DAYt
_ PARENT MAIERIAI(sl/DEPTH: SOIL SERIES:
.1F�J r #1 SOIL CLASS •
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REMARKS
in. moist Gr. Ss. Shp. COATINGS
0-10 10 YR 3/2 ----- sil 2 m pi ml
f
10-32 10 YR 4/6 f - 1 cl 2 f sbk mfr
32-46 '10 YR 5/8 c - 3 cl l c sbk mvfi
46-49 7.5 YR 3/4 ------ scl 0 of gr mvfr
i
49-75 7.5 YR 5/6 f = 1 1 0 1- m' hd r
i
Mott. 19" Elev. 92.22'
OTHER SITE FEATURES/NOTES:
j (Note #2 is below) SQTU CIASSIFIrAll .
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PHI BOUNDARY REMARKS
in. moist Gr. Ss. Sh . COATINGS
0-8 10 YR 3/2 ---- sil 1 f sbk ml
8-21 10 YR 4/6 --- cl 2 f sbk mfr
21-29 r10 YR 4/6 flf scl 0 1 sg mfr
29-36 10 YR 4/6 fld scl 0 1 sg mfr
36-51 10 YR 6/6 fId' is 0 1 sg mfi
51-96 10 YR 8/1 c-3d s 0 1 sg mfi
Mott. at 30" Elev. 85.17'
011ER SITE FEATURES/NOTES:
Borin Number (Note #3 is above SOTL CLASS
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PHI BOUNDARY REMARKS
in hoist Cr. Ss. Sh . COATINGS
0-10 10 YR 3•/2 ------ sil 2 m pl ml '
10-32 • 10 YR 4/6 f-1 cl 2 f sbk mfr
32-46 10 YR 5/8 c-3 cl 1 ' c sbk mvfi
46-49 7.5 •YR 3/4 ------ scl 0 of gr mvfr '
149-75 7.5 YR 5/6 f-1' 1 0 1 m • hd
Mott. 19" Elev. 92.22'
011ER SITE FEATURES/NOTES:
Signature Date CST 0
LIMITING FACIORS/DEP111:
Boring Number #4
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNOMY REMARKS
in. moist Cr. Sz. Sit COATINGS
0-10 10 .YR 3/2 ---- sil 2 f pl mfr.
10-22 ' 10 YR 4/5 flf cl 1 f pl mfr
22-36 10 YR 4/6 fld sicl 0 - m ---
36-55 10 YR 4/4 c2d cl 0 - m ---
Mott. at 13" Elev. 80.27'
9 umber #5 4wl Ace
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REMARKS
In (moist) cr. Ss. slip. COATINGS
0-12 10 YR 3/2 ---- sil 2 f sbk mfr
12-37' 10 YR 4/6 flf cl 1 f sbk mfr
37-57 10 YR 5/6 c2d is 0 f sbk mfi
57-90 10 YR 4/6 c2d cl 0 - m --- '•
% r
Elev. 88.11 ' Mott at 1811
0111ER SITE FEATURES/NOTES
HORIZON DEPTH MATRIX COLORS MOTTLES 1EXTURE STRUCTURE CONSISTENCE CLAY5KINS/ PORES ROOTS P11 BOUNDARY REW►RKS
i moist Cr Ss. Slip COA1 I NCS
0-12 10 'YR 3/3 ----- sil 2 f sbk mfr '
' 12-26 • 10 YR 4/6 ---- sil 1 f sbk mfi
26-42 10 YR 6/4 flf scl 0 m ----
42-102 10-YR 6/6 c3d 0 - m ----
BAnds '
t .
I
Mott. at 40" Elev. 90.87'
�._ 011ER SIZE fEATURES/NOIES:
Borin Number #7 .
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOFS P11 BOUNDARY REriAAKS
In (Moist) Cr___Ss. Slip. OOATINGS
0-12 10 'YR 3/2 ---- sil 2 f sbk mfr
12-22' 10 YR 4/6 --- sil 1 f sbk mfr
22-35 10 YR 6/5 f2d scl 1 f sbk mfi
60-96 10 YR 8/1 elf s 0 sq ---- s
•, �, r i.
Mott at 30" Elev. 91.62' `
OTHER SITE FEATURES/NOTES:
poring Number #4 SOIL MASSIEMATION!
HORIZON DEPTH MATRIX COLORS NOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PII BOUNDARY 11EMRKS '
in, moist Gr. Sz. Slip COATINGS i
0-10 10 .YR 3/2 ---- sil 2 f pl mfr. • ii
10-22 10 YR 4/5 flf cl 1 f pl mfr
22-36 10 YR 4/6 f1d sicl 0 , - m ---
36-55 10 YR 4/4 c2d cl 0 - m ---
Mott. at 13" Elev. 80.27'
@�i'.�!►9 r #5 I'
HORIZON DEPTH MAIRIX COMS MOIILES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS RI BOUNDMY REW&S J
n (moist) C Ss. SOILS COAT I NCS . ;
0-12 10 ''R 3/2 ---- sil 2 f sbk mfr
12-37' 10 YR 4/6 flf cl 1 f sbk mfr
37-57 10 YR 5/6 c2d is .0 f sbk mfi-
57-90 10 YR 4/6 c2d cl 0 - m --- '• ,
%
_ Elev. 88.11 ' -Molt at 1811
01111ER SITE FEATURES/NOTES:
MUNN DEPTH WRIX COLORS NOIILES 1EXTURE STRUCIURE CONSISTENCE CU►YSKINS/ PORES ROOTS PII DOUNDARY tiE11ARKS
t Cr Ss. Sh COATINGS
0-12 10 *v 3/3 ----- sil 2 f sbk mfr '
' 1;2-26 • 10 ' YR 4/6 ---- sil 1 f sbk mfi
26-42 10 YR 6/.4 flf scl 0 m ----
42-102 16-YR 6/6 c3d cl 0 - m ----
BAnds
i
Mott. at 40" Elev. 90.87'
f—DIM SITE KATMESMOIES:
13orin Number #7 .
HORIZON I DEPIN MATRIX COLORS , hOTTLES TEXTURE STRucTV 1E CONSISTENCE CLAYSKINS/ PORES IRWTs P11 WAOMY REW►RUS
In mol t Cr Ss. Slip COATINGS
0-12 10 •YA 3/2 ---- sil 2 f sbk mfr
12-22• 10 YR 4/6 --- sil 1 f sbk mfr
22-35 10 YR 6/5 f2d scl 1 f sbk mfi
35-60 - sa ---- �. - _ ' t
60-96 10 YR 8/1 cif- s 0 - sg ---- � (
Mott at 30" Elev. 91.62' •
011ER filK FEAILMS/NOTES:
f
SOIL DESCRIPTION FORM
(Attach Soil Profile Location Mac On a_Soaarats Shoot)
CLIENT` Robert Bernina LINEAR LOADING RATE:
1451 Washington St. , River Falls, WI 54022
KRPOSE• Home SLOPE:
DESCRIPTION BY: ASPECT:
DATE: CURRENT LAND USE:
COLMTY/STATE: VEGETATIVE COVER:
• t '
LOT DESCRIPTION: DRAINAGE CLASS:
LOCATION• GALLONS PER SO• FT. PER DAYt
_ PMENT MATERIALM/DEPTH: _-- _- SOIL_SERIESt
9 #1 SOIL CI-ASS CATION
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REMARKS
in. (moist) cr. Ss. Slip. COATINGS
0-10 10 YR 3/2 ----- sil 2 m pi ml '
10-32 10 YR 4/6 f - 1 cl 2 f sbk mfr
1 .
32-46 10 YR 5/8 c - 3 cl 1 c sbk mvfi
46-49 7.5 YR 3/4 ------ scl 0 of gi • mvfr
49-75 7.5 YR 5/6 f 1 1 0 1- m hd
Mott. 19" Elev. 92.22'
OTHER SITE FEATURES/NOTES:
_ (Note #2 is below) CIA
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REW"S
In. mo t Gr, Ss. Sh COATINGS
0-8 10 YR 3/2 ---- sil 1 f sbk ml
` 8-21 10 YR 4/6 --- cl 2 f sbk mfr
21-29 7 10 YR 4/6 flf scl 0 1 s mfr
29-36 10 YR 4/6 fld scl 0 1 sg mfr '?
36-51 10 YR 6/6 fld' is 0 1 sd mfi
51-96 10 YR 8/1 c-3d s 0 1 sg mfi
Mott. at 30" Elev. 85.17'
..__._ OTHER SITE FEATURES/NOTES: _
Borina r #2 (Note #3 is above
HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REMARKS
in. 001st Gr Ss.
Shp
COATINGS
0-10 10 YR 3/2 ------ sil 2 m pi ml '
10-32 10 YR 4/6 f-1 cl 2 f sbk mfr
32-46 10 YR 5/8 c-3 cl 1 ' c sbk mvfi
46-49 7.5 •YR 3/4 ------ scl 0 of gr mvfr
149-75 7.5 YR 5/6 f-1- 1 0 1 m ' hd
Mott. 19" Elev. 92.22'
OILER SITE FEATURES/NOTES:
LIMITING FACIORS/DEPTII: Signature Date CST 0