HomeMy WebLinkAbout008-1015-30-200 Wisconsin Department Relations Industry,
Labor and Human Relati SOIL AND SITE EVALUATION REPORT Page \ of 3
Division of safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Att ach complete site P'an on paper not less than 81/2 x 11 inches in size. Plan must include, but
not limited to vertica; and horizontal reference point BM direction and % of sloe sgWa - PARCEL I.D. # 00 g _ tL) - 30-clx
dimensioned, ng;th arrow, and location and distance to nearest road. - " - -
1-0 Gj~S IEWED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO SU , ~y . 99
PROPERTY OWNER: i3~E W Z PROP ATION j. of .3
Bvy :OV~POJt ~tiv2SjL S GGV~-T NW 1/4 SE 1/4,S S T Z$ N,R 16 E (oeW
PROPER+Y :S MAILING ADDRESS I QT=9 BLOCK If SURD. NAME OR CSM #
3qo r^ ow vt~J c~wrz-r - ~sw~ 3~1
CITY, STATE ZIP CODE PHONE NUMBER F4TY ❑VILLAGE ]MOWN NEAREST ROAD
Dff _Dwfw w1 SgooZ ( ) ? G SS`rA_ fPVI~ .
New Construction - Use bCJ Residential / Number of bedrooms '4 [ ] Addition to existing buildin
[ j Replacement [ J Public or commercial describe :
Code derived daily flow boo gpd Recommended design loading rate - bed, gpolft2 •3 trench, gpd/ft2
Absorption area required Sob bed, ft2 Soo trench, ft2 Maximum design loading rate ~p bed, gpd/ft2 trench, gpd/ft2
Recommended infiltration surface elevation(s) N, o o. 0, It (as referred to site plan benchmark)
Additional design / site considerations TIOUwp w/z1V-faJCM, Vv-,8 y' x . "frv \Zk C)=, Sfr~ F -t L_t,
Parent material G L_IN-CA nL- b V_LR' Flood plain elevation, if applicable N A ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN RLL HOLDING TANK
U= Unsuitable for s stem ❑ S E4 U ®S ❑ U ❑ S O U ❑ S ®U ❑ S O U ❑ S O U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trends
~ 1 o~tZ z t. z - si 1 Z `F- r mom a-S - , s . ~ ~
`<~.:A... totifL ! sit Pk my - S
Ground 3 YZ --?-b I u 11 R V!y - s 11 3'F sbk wt v'F►, 0-.S - S b
elev.
q~:o ft. L4- z8 ~9 10~tR 5/3 c1S-tVL14 s~~I ~w~ vw~i C 0
Depth to S 39-Sy t b-1 R S 6 r 4 q S o., m
limiting
fact ' 4NV ,l Z of L ~%Rf N C S Cz. o~ L Tg lv tiv
UV~p M ALT W lr.
Remarks:
Boring #
z LZ _ s~ 1 z 9~ M \)fi,- c►- s 5 ' - 6
Z~ 2 b-~z to~c►Z ~/y - ,i` ~1 mv'Fr o..s - -3
3 l'Z z I tb i R v ly - s i t Z sbk tin vet- c.,s
Ground
elev. y ? 1 -9 1r -l It Vl6 - Sc1 Z`FSbk w1~Ftr - Lt S
q-1.% ft.
S 2-) -It S -1. 5614 X116 c 1 (,3yn W V ~ - ~P 2
Depth to
limiting
factor
Z'1 ti
F F F P 1 T
Remarks: ST CROIX;
CST Name:-Please Print Phone: I G OFF
Arthur L. We erer 715-
ress:
egerer Soil Testing & Design Service-P.O. Box 74 River Fall `I 0 Kg2'
Signature: Date: umber:
r~~~ q q -o q ~'i3 M O CI `19 2 2 0 2 5 4
PROPERTY OWNER SOIL DESCRIPTION REPORT Page ? of 3
PAkCEL I.D. # O t b - 1 ~~S -30 C~~B-1U~S - Sl7
1?'
Depth Dominant Color Mottles Structure -tD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont Color Texture
Gr. Sz. ShConsistence Bounclary Root/ Bed
. rr*ich
l 0-7 ~~H~Z LIz - sal 4-
-,L my a,S - s .6
Z 3 L Z0-M v1y s i I 1 y, 1 Vn Ov a--S {v~ '3
Ground I2 Y1y - sit 2 Sb1z U ~s . 5
elev.
R4,-(oft. ~q-yl -)•S`~iR ~l6 - G~gl l~sb~C wt'Fl- Cg .Ll -S
Depth to 5 III-SU 15'-1 R vl! C~ Ovh Y►t U'~i - t"P -2
limiting
factor "
Remarks:
Boring #
I
Ground i
elev. ~
ft.
Depth to
limiting
factor I
Remarks:
Boring #
I
i
Ground
elev.
ft.
Depth to
limiting j
factor 1
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
PLOT PLAN Page of 3
h
SCALE 1"= 4D '
<'y s s ~f tV E -
o . --I hn i TO
14M W - (EL. L00. o oKa SPI.Fzt, ~✓LPtTH 364>~ypUE cv-oQkb IN _vz OlP} "[]2,E~, /
"U 3R" -11;3 8E IPYT L Z S F' ZOO M/t U 000 .
n;~its~ DoT tl~v~s ~n aE lr i s ` F uwt wP ~v>✓p . -
A
0
B. Z ~i DO N~11'=UMy~M~cT OR
8 •1
i
v /
v
c~ qq 6
o
\ b c
L.Iw ~Z- -
c3~ (715 ) 42A-0165 _ M00576
CST Signature Date Signed Telephone No. CST #
Parcel 008-1015-30-200 08/29/2006 04:17 PM
PAGE 1 OF 1
Alt. Parcel 5.28.16.78A-20 008 - TOWN OF EAU GALLE
Current ) XI ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - CLEMENS, MATTHEW & PAMELA
MATTHEW & PAMELA CLEMENS
2273 55TH AVE
BALDWIN WI 54002
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 2273 55TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 7.050 Plat: 3619-CSM 13/3619
SEC 5 T28N R16W PT NW SE BEING LOT 3 CSM Block/Condo Bldg: LOT 3
13/3619 7.050AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
05-28N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
01/30/2004 753128 2501/357 WD
04/14/1999 601209 1418/389 WD
07/23/1997 1103/255
07/23/1997 696/46
2006 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/09/2000
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.000 27,000 0 27,000 NO
PRODUCTIVE FORST LANDS G6 5.050 7,800 0 7,800 NO
Totals for 2006:
General Property 7.050 34,800 0 34,800
Woodland 0.000 0 0
Totals for 2005:
General Property 7.050 34,800 0 34,800
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: 12/02/2005 Batch 05-56
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
r
FILED
F3 NIAR 2 4 1999 ►
4qf
ItA111LLEINf a41
n ~ ~epister of f)eed9
stCroix~o,.Ip~
Conn
CERTIFIED SURVEY MAP
LOCATED IN THE NW 1/4 OF THE SE 1/4 OF SECTION 5, T28N, R16W, TOWN OF EAU GALLE,
ST. CR01 X COUNTY, WISCONSIN.
PREPARED FOR TODD KNOPF AND DEBBIE HINTZ KNOPF
m
e N 1i4 CORNER SECTION 5. (SET
o I' X 24* IRON PIPE). NOTE : BEARINGS ARE
REFERENCED TO THE
p NORTH-SOUTH QUARTER
O LINE. (ST. CRO I X COUNTY
COORD I NATE SYSTEM).
D. 0. T. APPROVAL #55-194-2860-1999
"a cn m
71 rn b.
fmj Z 00
~ro UNFLATTED„LANDS
_ v S8 33. 04' 0' E NORTH LINE OF THE NW-SE I v
2s 4. os' - - - _ 55 th. .A.Vl1(U
S86°47' l0"E S86°47' /0"E /28/. 33
_
W.3 a w
i 356.38' ro 3. N88°4T__
611-80' DR I VEI S86°47' 25"E 1281. 34' ro 313, 16' 41- - 1314. 37'
m 8 ro
ch Z
N ~ ETBACK L f NE W . .
HOUSE
A p I. ❑
Z p I 0 SHED $ a O
'w = ~2 CQ Z2. °
rn m :z
r _
D m ~ GARAGEE] • n n
VENT w LOT 2 m LOT 3
iv o SHEDSQ,O 1 1.90 ACRES v 7.05 ACRES 2
518,533 SO. FT. N 307, 198 SO. FT. R' ;m
'r cn w 11.51 ACRES EXC. R1W
rn
6.85 ACRES
:z LOT N 501,395 SO. FT. EXC. R1W co :r
6. 6 1 ACRES 298, 436 SO. FT. _ D
Z m
288, 008 S0. FT. :z
~ ch Z ;N
I 6.38 ACRES EXC. R/W CAUTION - HIGHWAY SETBACK r%) ch 2
z 278, 013 SO. FT. RESTRICTIONS PROHIBIT
I ' I APROVEIIIENTS. SEE SHEET 2. S89043' 31 ' E y
co" 80.00' co m
g h HM'AY
i
540 sE7g4CK L /NE N008 Is 14~*E
O I N /V?g o 20, Og 'q
Q, i cn NO ACCtcs1301• 38' ss9, 29; '
W I
R,i
i
i
INTERSTATE„ k0 GHW
'
(WIDTH VARIES>M94"
<
EAST' BOUND . _ --r-
LANE
S 114 CORNER OF SECTION 5.r~.
(SET I* X 24" IRON PIPE).
•
~ ,f"
°p,_..`
LEGEND
1
0- SET I` X 24' IRON PIPE WEIGHING $~Rt+~
1. 13L BS PER L I NEAR FOOT. j L
I' -250' °yi' 5;
^ ~ tilAf1ES M. *B£4?-~_1804
0 50 25o 500 NET SENEBRZL AlD~SURVEY I NG
DATED L
99014 THIS INSTRUMENT DRAFTED BY JIM WEBER
SHEET / OF 3
Vol. 13 Page 3619