HomeMy WebLinkAbout040-1083-80-000-t�TVty,kj
Depa 'C=,nd
VALUATION REPORT #12305
$�s Safente with Comm 85, Wis. Adm_ Code Page 1 of 4 )
Professio I Set�w2# -0g3 Schmitt Soil Testing. IncAttach complete site plan on ��p�,� r,n tes in size. Plan must County St. Croix
include. but not limited to: ve idH1i91%ini (BM), direction andpercent slope, scale or dirnen and distance to nearest road. Parcel I.D.
Pats of: 040-1083-80-000
Please print all information. -
ed By � Date
Personal information you provide may be used for secondary purposes (Privacy Law, s 15.04 (1) (m)).
i
Property Owner Property Location
Hieb, Matthew &Bridget e V Govt. Lot 1/4, SE1/4, S21, T28N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
369A Milwaukee Road 4 CSM Pending
City State Zip Code Phone Number City Village Town Nearest Road
Hudson WI 54016 715-760-0753 Troy Country Oaks
New Construction Use, Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Repkacement Public or commercial - Describe'
Parent material till over bedrock (Ritchey Series) Flood plain elevation, if applicable -___NA'
General comments Area is suitable for a mound system. System elevation is 99.98' based off the contour Vine established at 98.48'. Slope of area is
and recommendations: 9%. Depth to firriting factor is 18".
F Boring # Boring
Pit Ground surface elev. 98.4$ ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. j Munsell Qu. Sz. Cont. Color Gr. 5z. Sh. Eff#1 "Eff#2
1 0-9 10yr3/3 none sil 2mgr mvfr as 2f,2vf 0.6 0.8
2 9-13 10yr4/4 none sil 2msbk mfr gw 1vf 0.6 0.8
3 13-18 10yr4/6 none sd 3mabk mfr gs ------ 0.4 0.6
4 8+ 2.5y7/6 FRACTURED LIME STONE ---- - 0.0 0.0
2 Boring #
Boring
Pit Ground surface elev. 98.48 ft. Depth to limiting factor 20 in !Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Tt2
in. Munsell Qu. Sz. Cont. Color j Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-5 10yr3/3 none sit 2mgr mvfr as 2f,2vf 0.6 0.8
2 5-13 10yr4/4 none sl 2msbk mfr gw ---- 0.6 1.0
3 13-20 10yr4/6 none scl 2msbk mfr as ------ 0.4 0.6
4 20+ 2.5y7/6 FRACTURED LIME STONE ---- - - 0.0 0.0
' Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mglL ' Effluent #2 = BODJ <30 mg/L and TSS <30 mg1L
SST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
address Schmitt Soil Testing, Inc Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 12/412023 715-760-1978
SBIx-At W iR OTnp�
PTvperty Owner Hieb, Matthew & Bridget Parcel ID # ..Part of: 040-1083-80-000 Page 2 of __4 _
Boring
3 ]Boring # . pit Ground surface elev. 96.53. ft. Depth to limiting factor 36 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture " Structure Consistence Boundary Roots GPDtW
--
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I •Eff#1 j •Etf#2
1 0 23 10yr3/3 none A 2mgr mvfr as 2c,2vf 0.6 08
2 13-19 10yM/4 none sil 2msbk mfr gw 1m,1f 0.6 0.8
3 19-36 1 10yr4/6 none grsl 3msbk mfr gw ------ 0.6 1.0
4—- -
4 36+ 2.5y7/6 FRACTURED LIME STONE ---- -- -- 0.0 0.0
' f
7-1 Boring
D"""'y * Pit Ground surface elev. - ft. Depth to limiting tactar in,
__ - Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence) Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh_ °Eff#1 'Etf#2
I
I
F--� Boring
" Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <30 mglL
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 T`I'Y 608-264-8777.
SBD-8330 (R ONOO) Sdinl tt SoH Testing, Inc.
Conducted for:
Matthew & Bridget Hieb
369A Milwaukee Rd
Hudson, WI 54016
LOT 4
Part of PID: 040-1083-80-001
NE1/4 SE114 S21 T28N R19W
Town of Troy
Conducted by:
Thomas J. Schm' t
CST 7429
12-4-2023
1500'to
Country Oaks Rd.
9'
6v ft Lot 11 Country Oaks 1st Add'n
48'
SEE PAGE 4 of 4
ILL V{EW
ZCEL
2D5'
4'
36'
SLOPES GREATER
THAN 25% J
m
Q
a
R
a.
c�
w
224'
Lot 14 Country Oaks 1st Add'n
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, PART
OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND PART OF THE BUILDING SETBACKS:
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 28 NORTH, RANGE 19 WEST, ROAD 75 FEET
TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN; SIDE 50 FEET
INCLUDING PART OF LOT 3 AND PART OF LOT 4 OF THAT CERTIFIED SURVEY MAP RECORDED IN VOLUME 4, PAGE 1157, DOCUMENT NUMBER 377181. REAR 50 FEET
LEGEND
FOUND COUNTY SECTION CORNER, i FOUND 1 INCH OUTSIDE DIAMETER IRON PIPE • SOIL BORING C.B.A. CONTIGUOUS BUILDABLE AREA
ALUMINUM CAPPED MONUMENT u
O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG — —940— — INDEX CONTOUR
FOUND 2 INCH OUTSIDE DIAMETER IRON PIPE IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT
INTERMEDIATE 12% - 25% SLOPES
O FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE (NORTH) PREVIOUSLY RECORDED INFORMATION 2 - FOOTCONTOUR
BUILDING SETBACK LINE NOTE: CONTIGUOUS BUILDABLE AREA
DOES NOT INCLUDE SEPTIC SYSTEM. 25%AND GREATER SLOPES
WEST LINE NW2/4 -Sf1' &
\ EAST NElX:SWf14 _"9 5752"E
p ��58'56"E 1338.67' -282.99' 'i `~ � T-4
1302.44' _ ,,.� 1{ �� C ETi Fl E�6 � Fib' E-y M �Y P Q ` z I
l \..1► \ s TSBki -SOUTHERLY LINE LPT3, b.ti 45 / �0 L _M_E 33, ��G E �_ 1 2 '� ¢1
` SO k3♦ CS.M., VOL. 33, P4 7312 b� �fo - -- - z w J x
GAO •Sekz `O'� / DOLUMEN-" N0_ 12474 d I
A _ - - - Z a�
- \ �� z �\ \yam. — 0 T 3 l "'"E _ �' �I G W
\ fit/►y e1 gyp. Y' - SE CORNER
w C.B.A. = 18.0 ACRES oj$ O�(J��� , y' � _ �q LOfir, CIs.M.,
��8 11 -,sue_ '� '\. �- r-�1*- +r' YDL33,�°.7�I2
o / E 1 tL " Z
\� \ fr ��:� o� 33• Ng7°iT17"E Y6 3J�,�
.N68°33, 41"E I
7'\ flpPE T£4 L . _ 23S�9'�An' o
��Pv tD a _ �� I .i - SS OS. _ _ - 'v.-. .ul� .a'n I NORTH
ON _ _ p Y SOLI�'HFRLY tINE LOT
- - 3 3 S8 k2
1� p CS.M.( VOL. 33 PG. 7312 r A i
_- \2 y E-@ T 4 SB k3A m in
BUILDING SETBACKS:
SB k3 SB k1)► ROAD 75 FEET
C.B.A. = 5.7 ACRES �_SIDE 50FEET
SOUTH LINE Nfl/4 1/4 \ 135t11—LOT 1 — ASEt 01 o _ _ REAR SO FEET
So-10,0 �! � - � ( 3.23'--1157.87' - 1
C ✓0 U 1Y % R Y I;o EXCfPT10N TO DESIGN STANDARDS:
5 A L L_ _1 lS 00� - - - - I 122.56' . 23o ta- 7.65°
13 66.78' (730.85'J I i !, 3r48 % LOT 3 - STREET SETBACK CHANGE
PREPARED FOR: T A C T � OAKS R O A D NORTH LINEOF ` L 0T z �- UNT \ - J- R L�pfF�Co RY �
MATT HIES - \ - T - -COUNTRY OAKS r �8' 10 LOT _OAKS A
T AAD�iON m FROM 150 FEET TO 75 FEET.
369A MILWAUKEE ROAD] ~' C It N T R Y QUA K 5 l (588'SO'4b"WJ �`�� 5
HUDSON, WI 54016 Q1 - - -� - - } - - _ 4 �/ Lr. 18 ._ r. ,
!Q! L07 2 LOT 4 -
I P G A i 8 5 6fi C C� 'L�- Tl - A K ��l 0 7 14
SCALE: 1 INCH = 300 FEET VTR F-! 4 I � F �T � D- t T� 1J_i Y
CO UN 7 R Y I n A KS C �A N E�_ / � — -�sf cr R �rol+L+ z1
3D0 150 0 300 - ----- -- - -- -
CONTOURS, SLOPES, C.B.A. & SOIL BORINGS