HomeMy WebLinkAbout002-1063-10-100
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of
daborpnd Human Relatibns -
Division of Safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code
~ COUNTY
Attach complete site plan on paper not less than 81/2 x 11 inch sTrisy-6 Plap must include, but- 5T
not limited to vertical and horizontal reference point (BM) ectiori. and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance t ebrest road. DO Z - 10 63 - ~O -
APPLICANT INFORMATION-PLEASE PRINT,IACL INFOOAii61!1 REVI BY j/ Q~TE
y
PROPERTY OWNER: PROPERTY LOCATION
r,)K Ct{l L f-.)V 1.CN -6P1R f~1~ 1/4 1/4,S 16T Z°l N,R t6 E ( W
PROP
7tl ERTY OWNER':S MAILING ADDRESS. OT # BWCK # SUED. NAME OR CSM # 3 y71
CITY, STATE ZIP CODE PHONE NUMBER [QGITY, VILLAGE &FOWN ' NEAREST ROAD
M 11ve;~'ft -patiT` w I s3s6s t/V "Uh/r j Dy 2
[ ] New Construction Use[ J Residential / Number of bedrooms [ ] AdditiQn to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow - gpd Recommended design loading rate - bed, gpd/ft2 - trench, gpd/ft2
Absorption area required - bed, ft2 - trench, ft2 Ma)dmum design loading rate - bed, gpd$ _-trench, gpd1ft2
Recommended infiltration surface elevation(s) - ft (as referred to site plan benchmark)
Additional design /site considerations -U N Sv t'CQCB E F-oz -M pE o Sot t- r)B& fz.P'Dwj -sys'7 N .
Parent material S L LT-t SCoInt VT- OUIL: i► G - .lPtL Tt k Flood plain elevation, if applicable N-R ft
S = Suitable for system cONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN ALL HOLDING TANK
U= Unsuitable fors stem ❑ S ®U ❑ S RI U ❑ S OU ❑ S O U ❑ S fl U ❑ S ® U
'tSOIL DESCRIPTION REPORT 'T' ~wSvi.LC buc
CpU O D AJ ft-AJCG~
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed Trencfi
:t> 1 o_E, 10`'1 ~ 3 1Z - std -2-WL ~Sh cS - S 6
Z g ~g ~v1-ttz V!3 ~-Z S LIZ S!B ref 1 ~s ~1~ a~ es _ . z .3
Ground 3 2$ -3y -1 S ` t fZ,~L ~r S D h.~ wl `r?4 - ri'P , Z
elev.
►~A ft
Depth to
limiting
factor
Remarks:
Boring #
o _8 t.~~-t tz zC f s i \ 2~sbr~ w~'FI. a..S • s
z- ez p _
Z g_I I ~~t tzYf3 •S 4k sla S i) d`'► IM'~h f.~ .Z
Ground
el~V
OR.
ft
Depth to
limiting
factor
H 9
Remarks:
CST Name:-Please Print Phone:
Arthur L. We erer 715-425-0165
Address: So'1 Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Signature Date: CST Number:.
0) q-Z40-.Q Lt-LO=q
~ 9 2.202 5
PROPERTY OWNER ` '~'MQ*LO V U!. A
SOIL DESCRIPTION REPORT ~ Page?' 01 3,
PARCEL f.D. tt 00Z_- L Q63-[U-W0
Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Bojxbjy Roots
Bed Trench
o, tiwA 3LZ
Z 9,z 1 u~`~I.tz- ~1L3 ~t2Sl~ s ► I LaS~~t h~►.'E'~- LS ~ . Z 3
Ground 3 ZI-Z(, 1 S`'t IZ Y l
C I Dw~ wl~i W~ , Z
elev.
ft.
i
Depth to
limiting t
factor
of
i
t
i
Remarks:
Boring #
i
i
Ground
elev,
it.
Depth to f
i
limiting f
factor a
Remarks:
Boring #
i
Ground `
elev.
f t.
i i
Depth to ,
limiting i
factor
I,
Remarks:
3oring #
around I
;lev.
ft.
)epth to
imiting
actor
Remarks: _
PLOT PLAN Page 3 of 3
SCALE 1"= `40 '
Cov n4 D y
c) . wt ti-- To cT IN D S 0")rg
~ 8 oT~ t~vc w ~r
zao'~ iy
~ ? I
a
B-Z
2
~ I
w
1
d
99 -zq 0 - -s
(715 ) 425-0-165
CST Signature Date Signed Telephone No. CAST
OD 00-;~
~ y
9
10
S 2p00 ~
617462
Certified Survey Map
John Momchilovich
Part of the Northeast 1/4 of the Northeast 1/4 of Section 26, Township 29 North, Range 16 West, Town of
Baldwin, St. Croix County, Wisconsin.
Legend:
O Indicates 1" x 24" iron pipe weighing 1.13 lbs./lin.
ft. set.
N//4 CDR. SEC. 26, T29N, R/6 W, )A Indicates fence.
314 IRON BAR FOUND) R (10.01) Indicates previously recorded data.
CENrER1. /NE 1260 TH ST.
UNPLATTEO LANDS
33' i 33' I
S89146'I7"E 2677.84' R($85.45'04"E 2677.32')tf-CENTERLINE
~ M io
N LINE NE I/4
~ C. T. H. "D
S02.5/'06"£ 40.06' nMi
S 89.46'/7"E 491.00' R (SB6.52'07"EI
S ED BARN Owners Address: NT2E 9N CDR. R SEC. . 26,
719 Fair. St. Apt. No. 4 I Da, ' 16 W,
II SHED Mineral Point, WI 53565 (BfRNTMON/ %LUMlNUM
- BUILDING SETBACK LINE
0 O O Z
J 3 OUTLO.T N
I 3. 647 ACRES (,I
Q O 54SO.FT`. t~~ GI ~j P ~IS lA W
O (~.I
~ vote: Soil borings were conducted on Outlot 1.
t` o Q
QI o No suitable area was found for a private septic J
CL i system. Outlot 1 is not a buildable lot at this c ZI
N 89.46'17"W 491. 00'
h W
N 2
UNPLA TTED LANDS W W
O
This instrument drafted by Laurence W. Murphy h W
a y
Dated: 11-18-99
Revised: 1 -19- 00 E//4 COR. SEC. 26, T29N, R16w,
1314 " IRON BAR FOUND/
ALL BEARINGS REF. TO THE NORTH L INE OF rHE
NE 114 OF SE C. 26, r 29 N, R 16 W, ASSUMED
S 8914611711C
`,~~•~\SCONS~
APPROVED : ti
ST. CROIX COUNTY i : LAURE
Planning Zoning and Parks Committee W c
Y,
C ~
JAN 2 F 2000 1713 CA :RIVER FALLS 7 i S,
41
J .
SCALE I 100' yr WISC.
If not recorpeo wi gb30 days of 300' ~'•.'9F J
0 50' /O0Jpprov&F6%te at) L ANO'S~~•.
SHEET I OF 2
Vol.14 Page 3797
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