HomeMy WebLinkAbout002-1013-70-000 (2)
x
2194
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
002-1013-70-000
Please print all information. Reviewe y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~Z
Property Owner Property Location
Thomas M. & Melody A. Kanten Govt. Lot SW 1/4 E 41/4 6 T 29 N R I W
! 13
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# d!' 1 -5//
1187 220th Street 5 CSM Vol. 13, Pg. 3651
City State Zip Code Phone Number _f City J Village e Town Nearest Road
Baldwin WI 54002 (715) 684-2613 Baldwin 2 ► 36 110Th Ave.
t/ New Construction Use: y_f Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement J Public or commercial - Describe:
Parent material Glacial drift Flood plain elevation, if applicable Na
General comments
and recommendations: Soil eval. completed to verify findings of previous report by A. Wegerer dated 6/6/98. Site found to be
consistant with original report - see memo page.
4 ] F Boring # J Boring
Pit Ground Surface elev. 98.20 ft. Depth to limiting factor Ein. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
1 0-10 10yr3/3 none sit 2fgr mvfr as 2fm,1c 0.6 0.8
2 10-15 10yr4/4 none sil 2fsbk mfr cs 1fm 0.6 0.8
3 15-20 7.5yr4/6 none gr Ifs 0 sg ml cw lvf,f 0.5 1.0
4 20-24 7.5yr4/6 f2d 7.5yr5/8 gr Ifs 0 sg ml aw 1vf 0.5 1.0
5 24-36 10yr5/1 m 1 p 7.5yr4/6 sc 2fsbk mfi - - 0.2 0.3
Effluent #1 = BODs> 30 < 220 mg/L an TSS >30 < 50 mg/L Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signat e: CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceo a, WI 54020 11/7/2009 715-248-7767
~ ~ i
1
2194
PROPERTY d''NER; Thomas M. & Melody A. Kanten SOIL AND SITE EVALUATION Page 2 of 3
PARCEL I.D.# 002-1013-70-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation comted to verify findings of previous report by A. Wegerer dated 6/6/98. Site found to be
consistent with original report. Soil profile reported as B4 of this report indicates limiting factor of 20", slightly more
restrictive than the Wegerer findings of 27".
Damaged Benchmarks have been reset and 90' long system contour staked with wood lath. Recommended system
elevation to be 103.34' at 16" above 100.00' contour.
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Parcel 002-1013-70-000 03i26i2007 09:09 AM
PAGE 1 OF 1
Alt. Parcel 06.29.16.89B 002 - TOWN OF BALDWIN
Current X 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 - KANTEN, THOMAS M & MELODY A
THOMAS M & MELODY A KANTEN
1187 220TH ST
BALDWIN WI 54002
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 2136 110TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 13.410 Plat: 3651-CSM 13/3651
SEC 6 T29N R16W PT SW FRL 1/4 LOT 1 CSM Block/Condo Bldg: LOT 5
3/1113 NKA LOT 5 CSM 13/3651 13.410AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
06-29N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
2007 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 10/25/2006
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 13.410 1,600 0 1,600 NO
Totals for 2007:
General Property 13.410 1,600 0 1,600
Woodland 0.000 0 0
Totals for 2006:
General Property 13.410 1,600 0 1,600
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch PRGRM
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
13
I3
JoHrlsoN
s-11x6
FILED 9 I
Wis. ' AY 2 61999 Sr, MIX COUNTY
' Q( LA S€!F' 1EYLR S IZE(:,f??D
-
'0n_' 0 KATHLEEN H. WALS}I G03789
NOS R•J~~ SL Croix ,O 3789
t0•ttt 9~~~ 1
CERTIFI~ R V E Y MAP
Located in part of Government Lot 3 and part of Government Lot 4, part of the Northwest Quarter of the Southeast Quarter,
and part of the Southwest Quarter of the Southeast Quarter all in Section 6, Township 29 North, Range 16 West, Town of
Baldwin, St. Croix County, Wisconsin; also being all of a Certified Survey Map as described and recorded in Volume 4 page 1113
at the St. Croix County Register of Deeds Office.
Prepared for and at the request of: ~ IFS:
OWNER: NORTH 114 CORNE!?~~ ,r Il County Section Corner Monument
Thomas and Melody Kanten SEC. 6-29-16 1 of Record
1187 220th Street (SURVEY NAIL)
Baldwin, WI 54002 Set 1" x 24" Iron Pipe weighing
z z a minimum of 1.13 pounds per
Drafted by. Kristi A. Eyiondt LW0', N linear foot.
' wol\ O Found 1" Iron Pipe
a a Fo z 1 n r r C ' R= Recorded As
o c _0~ w G z
m •*1 z Building Setback Line (100' from R.O.W.)
X CO
o y 1 1,3(y /I . rn
o II Hw Setback 50' for D.O.T.
0~ s iz ~z~cn ~z o 15D' ( Y )
rnv I'
c r J z g II z 0 c II n v to II z V O m I I UNPLq p (100' Setback shown on map) 0 (o
00 m vi aJO oJO -pt =1 L L ' L /58.45' _ LANps'OF ~WCVR
i"%cc rn rn w rn 4 a) v z R. 35,54" _E f
~•mc n N w i~ tom °omo0r<i o0~ I "tj• •,242 S7e74'41 E , E _ 4
ip m y> W a a s I O i. 98' 791,
n M N w rn rn rn f o 7g
o c o 0 ly I !§4 543.81' o°
M Z N am
p tpJii o y I 155 3;° BARN p~ io 3I O rn
14
o c _ r'' n I "!tJ Lam. HOUSE tV \ ill O / /
rn ? N AREA A I
P S cvl 1 vVELL O
a o y o L X < D rn D Co I m/ 0 SHEDS tr)
NI (SEE NOTE) O~
v ~v N~o O x r ; F-1 r- mom
0/ LLI/
0 `m z m 2 D D D 1 Q I I _ W S86'14'41 "E
o m L, v> 0 -p- G~ a 41 a/ 1/ .W o I N W 200.00' co
S- c c3 2g ;a -0 M rn> u M I M• o R=S85'35'54"E 0 a o)
a a-rn co zo > X C) .
rn I w
a .P 0 G7 _4 / LOT: 4
N a ( W1
ooNn+ m m°(O/)Z0 0j ' O I N OV~ M
30 O = /1 S77 z =\I
~ I ° O
co V 0 a >
°o 3 N ro z m w "A\ W SOUTHERLY LINE LOT 1 t 3 ^ 01I
C 04 C.S.M. VOL. 4 PAGE 1113 Ul 1
3 c Fii8 5_------ - - ~(n Z
~ I
o 060 N 0 N ; r / \ I !III ~I
~ Y~Q/w i l
a > / 75, 51. N) C~
N
0 +to`~ w z
LOT 5 '
M a Z u . / +~M / ao in _ 1
nH ;m Lr 0 1rn M 7z1
z -44
Ln C)
w ti ~2i •~AO C) FENCE
N88'02'32W 631.87'
SOUTH LINE OF THE N 112 OF
Q~~ o THE SW 114 OF THE SE 114
0 Ic TOTAL AREA LOT 4;
/ / 55, 1 4 r 0 0 z 181,560 SQ. FT.
/ 1S ~r = ccoo - 4.17 ACRES
6
W / /ry K; I>
70. qp 43 m a) to
I~ TOTAL AREA LOT 5;
Z Q/ / N 4i X z o m Irn 583,963 SQ. FT.
V 13.41 ACRES
Q 0D In AREA EXCLUDING R.O.W.:
c~i~ Z / 3 mti wp c°'ii 10 581,783 SQ. FT.
00 Iv' 13.36 ACRES
~ fV~ zQ rn m w TOTAL AREA LOT 6:
0 w 401.951 SQ. FT.
aO W J / =H M") . R.O.W. ..Oth Avg...
w
)n w rn w 9.23 ACRES
--N88'08' "W 647.31°-- p CENTERLINE
S88'08_13 E / 81.25' t AREA EXCLUDING R.O.W.:
703.04' - - - ' 110th Ave. 382,531 SQ. FT.
9 4' - - 8.78 ACRES
813 W 661.80
`7 ,L - -N88'0813 1364.84'-
AVENUE 166.06' SOUTH 114 CORNER
1 10TH
SOUTH LINE OF THE SW 114 OF 5E G'11ON 6 SEC. 6-29-16
D.O.T APPROVAL N0. UNPLATTED LANDS (ESTABL FROM AES)
55--63-2891-1999 AN EROSION CONTROL PLAN, FOLLOWING THE SUBMITTAL
NOTE: LOT 6 SHALL HAVE NO FOR ON AND FWO FAMILY DWELLINGS, MUST BE SUBMITTED
DRIVEWAY ACCESS OFF OF AND REVIEWED PRIOR TO HOUSE CONSTRUCTION FOR LOTS ~
S.T.H. "63' 5 AND 6 250 0 250 NO TH
JOB #98198 (stall)
Prepared by. GRAPHIC SCALE
A & E SCALE IN FEET: 1 inch = 250 feet '
LAND SURVEYING dt CIVIL ENGINEERING BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE
Phone No. (715) 246-4319
109 East Third Street, P.O. Box 325 SW 1 /4 OF SECTION 6, TOWNSHIP 29 N., RANGE 16 W.
New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR N88'08'13"W.
Sheet 1 of 3 V 13~ 3GS 1
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Paged of ~
A Labor and Human Relacons
DiviJion of Safety & Buildirxjs, in accord with R UAW We, Atom. Code
UNTY
l s~r- e ci c, ~x
4woo~pfan 011 paler -riot n 8 /2 x 11 merm in size. Plan must include, but
not limited to vertical and horizontal rain 4're point (W, direction and % of slope, scale or PARCEL I.D. # ~a
dimensioned, north arrow, and location and distance to nearest road.
R BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION
1 4 4 ,
PROPERTY OWNER: PROPERTY LOCATION
_r_c3 t f)Kv0 Y~ t ~-C1Dy K f ll 7E -681 Sw 1/4 SE 114,S T `t N,R ! E (W
PROPERTY OWNERS MAILING ADDRESS LOT BLOCK # SUBD. E OR CSM #
e-l Z~ _N s--. - C SM )3/3s &F
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE (MOWN NEAREST ROAD
Q f~ ~~wt kt I s q o z_ z_ (71s) G8 q _ Zk.) L3 ~3 9Lv ► tv l b `C)t IL
New Construction Use [A Residential / Number of bedrooms Addition to existing building
[ j Replacement [ j Public or commercial describe
Code derived daily flow by0 gpd Recommended design loading rate 'bed, pd/ft2 - trench, gpolft2
Absorption area required 5 0o bed, 112 S WD trench, ft2 Maximum design loading rate • S bed, gpd/ft2 • trench, gpdtft2
Recommended infiltration surface elevation(s) \01 • D It (as referred to site plan benchmark) \
Additional design / site considerations Y• 1l 3'j ~ w 19 jr G 3 ~ 133 (r~oirA ' w/S 'X - I S' Tl C I•f Fi, 3
Parent material st 3\j n `11 Flood plain elevation, if applicable Yy • A - ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN RLL HOLDING TANK
U= Unsuitable fors stem ❑ S ,j U OS ❑ U ❑ S ® U ❑ S IOU ❑ S ®U ❑ S MU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Coke Gr. Sz. Sh. Bed reridt
4>: ~ 1 0 - ~ t b`-t 2 31 2 ~ s > I Z'Fs b'K cl," Z • s , ~
c3
. S . 6
10~t vL S•►1 Z'_sb k w, T>^ CW )U q
Ground 3 10 3 1-S`1R 31y S) z-ins~~ Yrt F►^ cs ' S `
elev. _
on-1 ft 33 -s S 'I (Z ~y s rz s/~ s~ 1 O fl- Z
Depth to
limiting
`33 s,
Remarks:
Boring #
,..~~.:~.W O-9 lo~~Z 31 2 St ~ 3 T°~bhi vn'~i- cS 2.~ • S . ~
Cl If. iO`11L31L ~ SO Zw~ Sbk y4 ~1- cw
3 ZU_ 46 ~ S ~ fZ~ t - s c 1 ~ es bh ~ ~l- c°S ~ . Z.. 3
Ground , Z Ivp NP
elev. 1ft u6-60 l0`1 lz v 1z 1 l S H 2 S 8 C O h, Yvt'~ .
Depth to /
limiting
facts / f:Remarks-
CST Name.-Please Print Phone:
Arthur L. We erer 715..-016_-<.'
ress: i
egerer Soil Testing & Design Service-P.O. Box 74 River Fa
Signature: S 3 Date: C c~ CST Number:
M00576
PROPERTY OWNER \-cA►~I-~ty SOIL DESCRIPTION REPORT Page of 3
PARCEL I.D. # P~/~ 1 w C
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed rerxh
3 o b la-t 2 -S 1 Z - s~ I Z' f- Sbk Y,., -C~ 0-S -Z
• S . I,
10`1 R. 3/` Sl I 7,M Sbk M -(f(-'tv • S
Ground 3 18 Z~ S `1 R 3 / - s 1 es bk 0-4 • S
elev.
f-K ft. Z~-~/o ) O`11Z- Y/Z ~-i LIP- S/f; L° - C COW,
Y►~ 'F{- - NP >va
Depth to
limiting
i
actor
f -Z-)
"
Remarks:
Boring #
i
Ground
elev. ,
ft.
Depth to j
limiting
factor
i
Remarks:
Boring #
Ground
elev,
ft. '
Depth to
limiting
factor
I
Remarks:
Boring #
r:.3
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
• PLOT PLAN Page 3 of 3
SCALE 1"= L4 K3
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t}ovs~1~ aE (}'('_L."SSr ZS' PR4" MoUKlp
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_ q8-13S-3
(715 ) 4?.S-01 h5 1400576
CST Signature Date Signed Telephone No. CST #
1
t
Wisconsin Departrnent of Industry, SOIL AND SITE EVALUATION REPORT Page-Lof ~
labor and Human Relations
Oiva and of Safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
S`T'- c-t2-t1 l JC
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. F J,nj
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R ~Y DATE
PROPERTY OWNER: PROPERTY LOCATION
TDt" t f)Kjv) "4.LOD1_t f J 1V Sw 1/4 S12 :-1/4,S T za N,R I, E(WOW
PROPERTY OWNER•:S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM #
Wa-t Z~ _N 5-r . - - P2vt~o3~ C Sh
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE (MOWN NEAREST ROAD
ZA~_bwuj, wl sgoZZ (71S) 68Y_ Z,6L_1 3 pwt~, \lo
(Xj New Construction Use [ XJ Residential / Number of bedrooms y [ ] Addition to ebsting building
[ ] Replacement [ ] Public or commercial describe
Code derived daily flow bW0 gpd Recommended design loading rate V bed, gpcW - trench, gpd/fl2
Absorption area required S u0 bed, ft2 S Z~o trench, ft2 Maximum design loading rate • -S bed, gpd/ft2 - 6 trench, gpd/ft2
Recommended infiltration surface elevation(s) \01- D ft (as referred to site plan benchmark)
Additional design/ site considerations `f✓iuv}~^~ 1 3 . ( MtXm~o ►N l S K Z S Tl ~ 1~ P32 3 Cn rim Hl
Parent material St ~ oL Flood plain elevation, if applicable Y1,3. A - It
S = Suitable for system CONVENTIONAL MOUND 1N-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S 4U ®S o u E ]S ®U EIS ®U 0S ®U [IS RU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourxfary Roots GPD/ftin. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. Bed
rertdt
v.~ y' -
~ o-v lo`1R 312 S1~ z~S~K ,~n~;, Cl,~ z S ~
.:v-~:~t~<r Z 8 -iD t o~ tz 3~ ~ - s I 1 z ~sb k m e 1 . s • d
Ground 3 203-S-1R31y - S~ zms~k ni`F~ cs •S .6
elev.
°n ft. ~f 31-S13 S `t tZ '_~/y S ~l fZ S /4~ Sc 1 ~l s,, wr f~ 2
Depth to
limiting
facto
"33
Remarks:
Boring #
0-9 \o~t~31 z sil 3`~a-bk yn'f~
{ Z 9 Z~ 10`12 3l ~ S ~ 1 z m Sblr Yn Cw s::- L
3 - 6 S R-~ 1 - s c 1 \ es Ul z°-S - 3
Ground _
elev.
16Z Oft 14 116-66 VulfL Y/2 )LS `11Z S Ji; C Oh, Yn'~i N~ NP
Depth to
limiting
facto
VIS" i i F-1 I 1 -1
Remarks:
TName:-Please Print Arthur L. We erer fie: 715-425-0165
,Wdm rer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022
e'
g%'
Signature: r CST Number:
9'8-k3S 3 Date. C. b M00576
PROPERTY OWNER _ \-cf~QTEtJ SOIL DESCRIPTION REPORT Page of
3_Y
PARCEL I.D. # PEA 1 w C
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Ba -dary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trerch
0-b I (w-1 iL -'s 1 Z Z-~ S bk y,' -F► 0-S Z -lP • % , 6
Z S-I O l R ` si 1 7- r>7 sbk r+n fr C_Uj ~u • s
Ground 3 I $ Z? •S `1 R 31 - s 1 1 es bk y,,, C S • `1 • S
elev.
° o ft. z~-pro 1 u-l Iz- ` -Z L/ I>- s/s
Depth to
i
limiting
factor
Z--)
3
;
Remarks:
Boring #
i
i
i
i
13
Ground
elev. i
ft.
Depth to j
limiting
factor
i
Remarks:
Boring #
i
I
Ground
elev,
ft. i
Depth to
limiting
factor
4
Remarks:
Boring #
i
13
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
PLOT PLAN Page 3 of 3
SCALE 1"= yD '
Ijt\jS~lr~ 3F Hfi LS~fi ZS' t'=RcY-1 WiaU llb
4 K
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CST z: ~2~ E~ ~ (715 ) 425-nir;5 1400576
CST Signature Date Signed Telephone No. CST #
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