HomeMy WebLinkAbout020-1053-20-000 (2)
2344
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, ~~Wiis. Adm. Code A.C.E. Soil & Site Evaluations
A k'
rAs#p plan on paper not less than 8%x 11 inches in size. Plan must County
to: vertical and horizontal reference point (BM), direction and <*'k St. Croix
or downsions, north arrow, and location and distance rest road. f~ Parcel I.D.
020-1053-20-000
Please pr/nt all informadon. 039 evie a Date
W-nabon you pmvde be used for secwMary purpOSes (Privacy L s~15.04 (1)(AV 13"y- '0
Pr er VrOef Location
ScottKristin Miller Govt Lot '~7)- SW 19 SE 19 S 20 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
2316 Donegal Way 3 na CSM Vol. 12, Pg. 3292
City State Zip Code Phone Number City J Village 16 Town Nearest Road
Hudson WI 54016 Hudson 454 Jacobs Lane
Id New Construction Use: a Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD
I Replacement J Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitable for conv. dispersal cell at ading rate. Infiltrative surface elevations =
93,0',94.0' & 95.0'. Repl, cell loading-ra - 0.5 gpd./sq. ft. le 5
Boring # I Boring b ,rte e-r' a'^.. Pit Ground Surface elev. 99.26 ft.
Depth to limiting factor >1 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G Ift'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr3/3 none gr st 2fgr dh cs 2mflc 0.6 1.0
2 5-12 10yr4/6 none sl 2msbk dh as 2fm1c 0.6 0.8
3 12-16 10yr4/4 none gr Is Osg dl cw 1vf,f 0.7 1.6
4 16-111 1Oyr4/6 none s Osg dl - - 0.7 1.6
Boring # - Boring
16 Pit Ground Surface elev. 93.47 ft. Depth to limiting factor >98 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDift:
in. Munsei Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1
1 0-12 10yr3/3 none si 2fgr dh cs 2mfc 0.6 1.0
2 12-28 1Oyr2/1 none sit 2msbk dsh gw 2fm1c 0.6 0.8
3 28-48 1Oyr4/4 none sil 2fsbk mfr cw 1vf,f 0.6 0.8
4 48-68 1 Oyr4/6 none Ifs Osg dl 9w 1 of 0.5 1.0
5 68-98 10yr5/4 none s Osg dl - - 0.7 1.6
* Effluent #1 = SOD? 30 < 220 mg/L a TSS >30,450 mg/L * Effluent #2 = BOD s30 mg/L and TSS 1.30 mg/L
CST Name (Please Print) Signat . CST Number
James K. Thompson _ _ - 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 8/30/2013 715-248-7767
Pr ro-pe~rttyt Owner Scott & Ifristin Miller Parcel ID # 020-1053-20-000 Page 2 of 3
1 3 1 Boring # -f Boring
F 16 Pit Ground Surface elev. 99.0 R• Depth to limiting factor >119" in. Sol Application
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#/ *Eff#2
1 0-12 1Oyr3/3 none sit 2fgr dh cs 2mfc 0.6 0.8
2 12-22 1Oyr4/6 none sit 2msbk dsh as 2fmIc 0.6 0.8
3 22-27 7.5yr4/4 none Is Osg dl cw 2vf,f 0.7 1.6
4 27-42 1 Oyr4/6 none s Osg dl gw 1 of 0.7 1.6
5 42-119 10yr5/4 none s Osg dl - - 0.7 1.6
❑ Boring # -1 Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD&
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Ef##2
F-I Boring # -j Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soll Application Rate
Horizon Depth Dominant Color Redox Description Texture Stndure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont color Gr. Sz. Sh. *Eff#1 *Eff#2
I
* Effluent #1 = BOD? 30 < 220 mg/L and TSS X30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <_30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
BBD-8330 (8.07/00) A.C.E. SoN a Ste EvAgWons
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JUTM~KVIA sF+
ST. CROIX COUNTY
9 wisifotNO SURVEYOR'S RECORD
561773 S,c(olxco'"
CEP T_ T F-.TED SUP VE Y MAP
Located in the Southwest quarter of the Southeast quarter and the Southeast
quarter of the Southwest quarter of Section 20, Township 29 Noeth, Range
19 West, being Lot 2 of that Certified Survey Map recorded in Volume 11,
page 3128, Town of Hudson, St. Croix County, Wisconsin..
wner:
Dean Wellman
CERT/F/ED SURVEY MAP , V. I1 P3128 455 Overlook Pass
LOT 1 I s s, Hudson, Wi..
S 00'10'36"W 419.57' t
386.12' 33.45
`,oN1111111/~~~,
tz i I ~So! NSC ON iii
HAR Z
q, I ~I JOHNSo G.
13.0,660 S ft. (3.00 P,c.)
Including right-of-way. 1 I = S-18g,9 s
\1~_ .
120,Z01 Sq. ft . (2.76 Ac.) _ I Q ISS HUDSON
Excludijgai! fight-of-way. ml J WIS s
e
m u 1 CU A, S U
R r
JP [L ® 77' 3 - - ml m I fee s
I I
o I m I ►Icl
C; JUG! L G 97 1;~ M
Z: :Q la In
:m I tV
51'. CROUX ,1CiI. NTY :Lu 33.49-IN (0 (D SE Corner
(r) 1
11J Comprehensive r'ianning
, 3 I Section 20
ZOttin 211(1 388.98' - F
N ('.arks CotT)mittea 00' 48' 31 "E 422.47,' to O to
m If not recorded - loo' l i° I Z
ei within 30 days of 0 I Q ;
i 117
approval date J QI
approva a I m •
OD null s i%1%7 Sq.ft. (3.00 Ac:) Iz o)
wI (A Including right-of-way. I o co
120,243 Sq.ft. (2.76 Ac.) I Z 14: m
c : ExcIdding right -of -way, .)I ^ o I ti
4 (p m I Q ° N
az> M
J; N r~ YL 0 11 Y M N v J I j i
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NOO 12 52 E 5260.1,5'.
• • •
56780
391 .95' 3NOO°1252"E Sl /44 Corner
•58•13uE 425.49' I ~
N14 Corner N 01 Section 20
/
Section 20 UNPLATTED
LANDS s s
I
Bearings referenced to the South line I LEGEND
of the Southeast quarter of Section 20,
assumed to be S89°55r5911E. Masonry nail'at Section corner:
Section corner monument,: Berrttsen
cap.
SCALE IN FEET I"- 100' 0 1" Iron pipe weighing 1,68 pounds
per lin. foot sep,
0 16o 200 300 • , 111 Iron pipe found.
Previously recorded information.
This instrument drafted by 4962548
Vo1.12 Page 3292 -
Parcel 020-1053-20-000 10/04/2013 09:10 AM
PAGE 1 OF 1
Alt. Parcel M 20.29.19.197F 020 - TOWN OF HUDSON
Current ❑X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
SCOTT P & KRISTIN K MILLER O - MILLER, SCOTT P & KRISTIN K
2316 DONEGAL WAY
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 454 JACOBS LN
SC 2611 SCH DIST OF HUDSON
SP 1700 WITC
Legal Description: Acres: 3.000 Plat: 3292-CSM 12-3292 020-97
SEC 20 T29N R19W PT SW SE & SE SW BEING Block/Condo Bldg: LOT 3
PT LOT 2 CSM 11/3128 NKA LOT 3 CSM
12/3292 Tract(s): (Sec-Twn-Rng 401/4 1601/4)
20-29N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
04/20/2012 954841 WD
08/19/2003 736262 2378/496 TI
08/06/1996 547833 1193/607 WD
01/22/1986 408716 730/624 WD
more...
2013 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/17/2012
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 48,500 0 48,500 NO
Totals for 2013:
General Property 3.000 48,500 0 48,500
Woodland 0.000 0 0
Totals for 2012:
General Property 3.000 48,500 0 48,500
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Mkonsin.pepartment of Industry, SOIL AND SITE EVALUATION REPORT Page of
Dior a man Relations
Division of Safety & Buildings in rcl* t ~13.05,
Wis. Adm. Code COUNTY
\
Attach complete site plan on paper not les 1/2 x ir> es insii~"Plan must include, but
not limited to vertical and horizontal refer int (BM nd*)%`4 sloPe, scale or PARCEL I.D. #
dimensioned, north arrow, and location stanc neare D26- l0!53 ~ 02~ 600
APPLICANT INFORMATION-PLEA RINT Sr21Sf MATIt ' R D DATE
1r y,
PROPERTY OWNER: !{<n,'Y ROPERTY LOCATION f
D •4~ NQQ 'V GOVT. LOT SL,) 1145 1/4,S20 T 29 N,R E (or) W
PROPERTY OWNER':S MAILIN DRESS BLOCK # BD. NAME OR CSM #
Cl TATE ZIP CODE PHORE ❑VILLAGE JOTOWN tfAREST ROA
U&<_'o rJ f,,.1I ( ) Q,S60 <09S ME _j
Yv New Construction Use C Residential ! Number of bedrooms K B&Aon to existing building
I ] Replacement [ ] Public or commercial describe i
Code derived daily flow gpd Recommended design loading rate~_bed, gpd/ft2 O trench, gpd/ft2
Absorption area required bed, ft2 tre ch, ft2 Maximum design loading rate 0 . bed, gpd/ft2 trench, gpd/ft2
Recommended infiltration surface elevation(s) ~ N AZ T a 3 ft (as referred to site plan benchmark)
Additional design / site considerations l0 6 G[On -y c,_w 6► -7 wctEd S- -r
Parent material Flood plain elevation, if applicable ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING T K
RnA
U= Unsuitable for s stem 20S U PAS ❑ U WS ❑ U 4S C] U S O U ❑ S U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trer&
A G~ - Dpi 3 L I Al c t` n,4;- c1-0 261 .4 6,S
3
Ground f- ~Z /6°/ _3 J; L rb S6 ~f r a l .7- 10
eL~ ft. $ 2-74 y 3 4 r, rI, Sloe, r r,J O
~
Depth to -,/4 4 _ r- >'Y► 0.7 -6.8
limiting
factor
Remarks:
Boring #
I A a/R M ter Ground
2 - Q4 3 ti-I .5114 -G ilo 1 o.Z ,
ft.
S q M C o .
4/4
Depth to >g3 56-69 I VP
limiting
A 0-11K 6 °
Remarks:
CST Name:-Please Print Phone: Address: !Y~
Signatu e: Date: 6 26 L 97 CST Number-
PROPERTY OWNERhEdN WILLLI'-t A-V SOIL DESCRIPTION REPORT Page of,
_ji PARCEL I.D. #t
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Botx~dary Roots Bed Trench
"23 0'1~ 3 1 j n►, 5 b K fjj r r,J 2 p
$t. 3 4 3 - S f C r~ s 10 Y- ~r C, s j Q .2 0.3
Ground 41-4 1,6,,1PA1A S ~ LJ F rr M ~r ~ S o,4 6.1
elev.
1 ft. ~ p.
l I Q Y;24 S r n~ S
Depth to 4 Jill ° 16NIK414 s M r Yh J 0
limiting
ct
> ,Z
Remarks:
Boring #
::.>.v. A -1-7 16YQ3 f L, / rn sbt'. m~r' a Li
n, t-~K ti Fr Lz
Ground A r C. S .4 ,S
elev.
(3
Depth to -l23 4- M r ►v► ®7 D,2i
limiting
factor
~ 1D•2~
Remarks:
Boring #
s3L f rr,s\16 sir s 1 a.zD.~
3 m 9r Ground
elev. k2-Q3' 16 - k 4 4 s M r rvv
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
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