HomeMy WebLinkAbout030-1093-60-003 (5)
;{rrsir Department of Industrp, SOIL AND SITE E V A L U AT I O E P O R J
Lay r,a Human aelations
ol~ "n of safety a Buildngs in accord with ILHR 83.05, Wi .Adm. Code
s r: c~Po~
Attach com`plote si' 9 Iolan on paper not less than 81/2 x 11 inches in size. P n must i e, bpt,
not limited to vertical and horizontal reference point (BM), direction and % f slope, le Q ° PARCEL I.D. e .
dimensioned, north arrow, and location and distance to nearest road. 3O~ - -cDg
INFORMATION-PLEASE PRINT ALL INFORMAT ON EV D DATE
PROPERTY OWNER: PROPE LOCATION
14
C / s
.lt-VOy M4D'5 0'v GPT. OT /M/ 1/4 NE 114 3-9Z T •3 U NA /y' E (a) -e
PROPERTY OWNER':S MAILING ADDRESS BLOCK # SUBD. E CSM
313 7 Z #
-7
C
ITY STATE ZIP CODE PHONE NUMBER I ❑VILLAG OP-
NEAREST ROAD r
IlG:T, _ `!J/. S 082 (I/n sy -SG fo 5 T. T S~ P
L
ki New Construction Use [X j Residential / Number of bedrooms Addition to existing building
j I Replacement I Public or commercial describe
Code derived daily flow ~o o gpd Recommended design loading rate 5 bed, gpd/It2 ' trench, gpditt2
Absorption area required bed, ft2 tren , ft2 Maximum design loading rate ' s bed, gpd/9 ~O trench, gpdm2
Recommended infiltration surface elevation(s) -5'~ r!;• -3 It (as referred to site plan benchmark) d e
Additional design / site considerations WSE / ,0,fT 7i; .'uE !-C702 of= , 5 . G 4T /3 -3 Si fir/
Parent material SG y2 - AJ4,g1-F -Avr16-o CO k Flood plain elevation, if applicable ti-4- It
u
S s Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U a Unsuitable for stem .fir] S ❑ U ❑ S ®U ®S ❑ U EIS--[]U ❑ S ®U ❑ S Mil
s,C CEPS/v CcPE {e,e
,v SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in Munsell Gu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Bourifty Roots Bed mnch
ff o- io y 3/3 z, f shK ht,-,W s 3 -F . s
lope 4, e of
Ground 2. 7 5ye 4*7'X- .00.
elev.
Depth to
limiting
factor
Remarks:
Bo
ring # 0-/3 1290 3 3 /opt y 1 f sh'< ~MV7W S 3 f S•i '6o
13,
Ground
elev.
It.
Depth to
limiting
factor
Remarks:
CST Name:-Please Print Phone: 71E r 3 P/ 00 s
Address: HOMESITE SEPTIC PLUMBING CO. d' COOS T~ 2 flp'L
ar"t n'NF11 an W1
Signature: Ju L I/ T Number:
PLUMBER LIC. NO. 3307 M.P.R.S.
MINN. rNSTALLER 4 DESIGNER I IC. N0.10663/ l l
[JE 7 Y((~~ ~{S- > ~6-t 1 j .-L( L( &L l~ S ~1 ~ Q 3 P+~. `O+y r►~ y WD I 4 ^-t4
~P~"OLI~'T~+y ski'il ~G3T ~t~li(d1;l ~;,ro.,~,M '~c.GckJ ~3•+oK `t~~ ~~0~~'L ss,~l
(kw. ol, ~5,c_¢ re:(S IS b S " 2,, ®AQ S
u,,~ U e,c.~ `l'(..3 ~ u•.1..~5 Sy _G.ae ►~a.a.... a.I I or- ►1a 6n„~ A,~,o.,~C`Sr' ~ cc.
i~ Mp J • J 1
A) 7*j 49 e'u al -5 4F~4a--L ,I(
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0
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rz
AUconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Pap of
.3 -
Orvwon f $a an a Bu rgs
in accord with ILHR 83.05, Wis. Adm. Code
COUNTY ,
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST CiPO~ ~C
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL ~U~~; I .D. #
dimensioned, north arrow, and location and distance to nearest road. _103 - &o -0o 3
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R EWE J E
z/ LS
PROPERTY OWNER: PROPERTY LOCATION
C 'i/~/ S i S~ ~Dy Mai D✓~ D~ w (p GOVT. LOT I &l 1/4 41-- 1/4,S 32- T 3 0 N,R /Jam' E (may
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM #
`3 7 c~`~/ iE'O S~ ToS~ Z_ CSiy ~ - ' lO d--7'7,-7
CITY, STATE ZIP CODE PHONE NUMBER r1rWr ❑VILIAGE 9 TOWN NEAREST ROAD
IULTr~v, `[J/ 5v482 (-7i-n 5yy 3'6' 5T'1 TO 156.: P/;'-- Iola
g(j New Construction Use [X j Residential /Number of bedrooms [ J Addition to existing building _•1
L J Replacement [ J Public or commercial describe
Code derived daily flow 6-0 O gpd Recommended design loading rate 5 bed, gpd/ft2 trench, gpd/ft2
Absorption area required bed, ft2 trench, ft2 Maximum design loading rate ' S bed, gpd/fl2 trench, gpdnt2
Recommended infiltration surface elevation(s) S~-e P 5- • 3 it (as referred to site an benchmark) -rd R
Additional design / site considerations WISE Mori /.'u-6/f,-f c{ele elf , 5 , G 4 T
Parent material 5C5 y2 - DAV1t q14 -AtiT1(,-o goy & Flood plain elevation, if applicable ti~¢ R
u
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable for s stem .®S ❑ U ❑ S ®U ®S ❑ U X11 S ❑ U ❑ S ®U ❑ S tau
E,tCFsSrvE- loP~ k Jr SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed larch
fl o- io yX 313 z. f sh e 4V s 3 T 75 .6,
18
67 L c,~
Ground
elev.
CDZ~
Depth to
limiting
factor
>
i
Remarks:
Boring # ,
0-/3 A9 31- f she /W 1/7i2 s 3t ~S•=
13 -W /0
IV -70 _7 5 YX
Ground
elev.
/p2.1
Depth to
limiting
r factor ,i
Remarks: 1 OZ~c?/t/ S io J` ~Yt rrl
CST Name:-Please Print Phone:
Address: HOMESITE SEPTIC PLUMBING CO. -S 7AJ z f ~Z
Signature: ROBERT UlBRIGf4T Date: TEL t/ CST Number:
W16. MAST04 PLUMBER LIC. NO. 3307 M.f.R,S. ' J 2
MINN. IRSTALLER # DES*NER LIC. NO. 006W t c t C J
ZtS~ ~~tir~ s w rGZ~ D~O~ ~dX diS ~/E'i%3vT io .v
eti &Gf S ~~f GCt X ~b D
i
/ FF13
3
PROPERTY OWNER ~~PS~ti ,s SOIL DESCRIPTION REPORT Pa;a 2. %)I
PARCELLDA 10t 71'
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bwnd3y Roots GP irt2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ier
o- goy p 3/3 sh&
3 /3 , .x-30 ,P~ e ~v j
round ~i 7. S ,2 C-5' ale,
yle 4,t
to
6mitlng
- 2 s
factor /0 Li
Remarks:
Boring f# /o 1, f sd,~ vc~ s 3f s ,
~
15 d - , is d, -►M . K 4" of CS 2 UT ~ • ~ 00
E
q,d
j
faclor
Remarks:
Boring
o -131 a yIe 313 z, -F, shK rifle,
/4 //j
E
rou (a ~i )7, jr- y"e- XA, T/5 0, el
elev.
4,5rtoDepth to
`
a s
~i „ BYO vse . Vr - 3 1
1-7
Remarks: /7~/2i Zp~ C Z Jrc~ " Gib S CULT
Boring # +
i
IAIAI
Ground
elev.
ft.
Depth to
limiting
factor r
7Z
Remarks.
001% 00P)A10 ACNY1%
I
0
0 0 0
o
o -
d
m 1
33 a
i
h')
o ji co Lo
Tit ~ C
N - o
Ln
v
N
Parcel 030-1093-60-003 03/21/2005 08:14 AM
PAGE 1 OF 1
Alt. Parcel 32.30.19.341 G 030 - TOWN OF SAINT JOSEPH
Current X' ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): * = Current Owner
* MADSEN, CHRIST & SANDRA
CHRIST & SANDRA MADSEN
437 CTY RD E
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 5.940 Plat: N/A-NOT AVAILABLE
SEC 32 T30N R19W PT NW NE & SW NE BEING Block/Condo Bldg:
LOT 6 OF CSM 10/2777 5.94 ACRES
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
32-30N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
2004 SUMMARY Bill Fair Market Value: Assessed with:
5567 82,400
Valuations: t Last Changed: 07/08/2004
Description Class Acres Land Total State Reason
RESIDENTIAL G1 5.940 81,100 81,100 NO
Totals for 2004:
General Property 5.940 81,100 0 81,100
Woodland 0.000 0 0
Totals for 2003:
General Property 5.940 47,700 0 47,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
I ? L,
s FILED
2
D la*r d:~4 0v/.0
4~1
x'111 7 1994,o
JAMES
~ ld~~~r1 56- Ae g R . p'CONNELL O.0 109,3 ~ aln3
e91sterof Deeds
51.8009 Qvv 109y 9D .0*4~6- St Cron Co,, WI ti Q ,Co-1ole 66n/o/2777
\ L0r-4' /X z 77 l 40 cn
ER i II IEEE' SJR`✓E
~Ln 0 V, amw
n ~ N) I Bearings are referenced to the dor~
p ? ✓QL.~ wE J[ J North-South 1/4 Line of Section
o z 00 N I I I 32, assumed to bear S60o24139"W.
_n 4S, 9 11 (IV/,4 0 03
M 35, 55, z, Og„E~ I~
671.10 65, / / Ir,` IC)
~1r) 566
-81
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o ~ W
Z 000 tO --SW24'39"W 4551.04-- Nv 0
co I -o/ ! ti SOOo24139"W w - Fh
m NORTH-SOUTH }LINE w rt
o~ N?So - O0
n w S' 60, 39~OS • /y / 740.461 z 00
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kti ~.40/901 / L~ 0
Irk In = I V s 3 cN ICf D c
1600
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a N 135.29' //j0 LI(?pp£ VW*k
oo t1
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N
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0
This instrument drafted by Ed Flanum Job 3MUdd W
Volume 10 PAGE 2777