HomeMy WebLinkAboutCST-2024-019 022-1050-40-000�y Will MIR
Professional Services
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srs FEB 0 9 2024 SOIL EVALUATION REPORT
In cordance with SPS 385, Wis. Adm. Code County
Attach complete site QIA lmaaaMP x 11 inches in size. Plan must include,
but not limited to vert t (BM), direction and percent slope, Parcel I.D. L/
scale or dimensions, north arrow, and location and distance to nearest road. oZ Z—
Please print all information. y (D�I
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).ate
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Property Owner Property Location
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❑ '�'L,AV tt_L\ AA S Gcvt-d-ot SAS '/. '/. ST 2-1�' N R IS Z-der) W
Property Owner's Mailing Address Site Address r S&4rid Lot #:
351 d --TM, �35 C P- '
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City, State, Zip Phone Number ❑ City ❑ Village ;K Town Nearest Road
i,11fFK FALLS. WA —'-){OLZ, ( ) oNN(CK►NNIc- c.7-H. SS
6 5 T- 2U2-
Page 1 of-X�
New Construction Use:® Residential! Number of bedrooms , Code derived designflowrate L h GPD
❑ Replacement ❑ Public or commercial - Describe: Flood Plan elevation if applicable_�ft.
Parent material 1 OAM1L� -11 k k
Geeeral comments and recommendations: Mpt�}D Sy sT�� — 0' 6 TT A57M C 33
D� 0.5 �R - W� ��^Rr
❑Boring �Z
17 Boring # �� Ground surface elev. NI.00 ft. Depth to limiting factor �S in. / elev4 ft.
3•m-R•
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
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3
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❑boring
Z. Boring # E]it Ground surface elev.��•& ft. Depth to limiting factor `-S7^ in. ( elev.��ft.
Rnil Annlicatinn Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
-Eff#2
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CST Name (Please Print)
Signatu .1
CST Number
MARY JO HUPPERT (Hollister's Soil Testing & De
ign)
224832
Address
IV
Date Evaluati ducted
Telephone Number
25720 FireflyLane, Webster, WI 54893
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Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L
SBD-8330 (fiO3/22)
F3-1 Boring #
wlU.LAAAS
Boring
Z Pit Ground surface elev.!&. 66 ft.
Page z of 4
Depth to limiting factor 31 in. / elev. %41ft.
z..
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az_ Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD1Ft2
•Eff#1 7
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❑ Boring # 0 Boring
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Ground surface elev. ft_ Depth to limiting factor in. / elev. ft.
Sal Annlination Rate
Dominant Co lor
FBoring #
0 Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Acolication Rate
Dorninant Color
Redox Description
Structure
Effluent #1 = SOD > 305 220 mg/L and TSS > 30 s 150 mg/L . Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L
Plot Plan
Page 3 of.-,L/
PROPERTY OWNER: LA VW4 ,A. Vj `LuMAS
Legal Description: Pam—• N 5W V,4 OF -W& %4(. 4, 5 I g � T��� R I B\A),
Town? OF KINA I e-K I Md. 5T. CRVDI C"IY IAJLSoNSItj
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Site location:
M
v == 40 FT.
(except where noted)
= backhoe pit
North
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE NORTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 18 WEST,
TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN.
LEGEND
FOUND COUNTY SECTION CORNER MONUMENT, AS NOTED A SOIL BORING
• FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE BUILDING SETBACK LINE
FRONT: 50 FEET MINIMUM
O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG SIDE: 10 FEET MINIMUM
IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT REAR: 25 FEET MINIMUM
—940— — INDEX CONTOUR
Z INTERMEDIATE 2 - FOOT CONTOUR
0
G x
C.B.A. CONTIGUOUS BUILDABLE AREA
(ACREAGE DOES NOT INCLUDE SEPTIC AREA)
a �
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o o ff// j /j 25% AND GREATER SLOPES
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o u SCALE: 1 INCH =120 FEET
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�mQo 120 60 0 120 / / / U N P_L_ATT_E D
NORTH VERTICAL CONTROL DATUM: NAVD 1988 L A N D S
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N86°07' lO
NORTH 114 CORNER SECTION 18 � 28D 0 ' .59 —
2-5/S INCH OUTSIDE DIAMETER IRON PIPE g(Tlfi
77.3
Sp.
('// / �1 —PROPOSED SEPTIC 1
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J Qz ��" i C.B.A. = 1.04 ACRES a
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C.B.A. = 1.57ACRE5 Q
ILOT 1 ;'i';%i W
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Q/ p O /� \ �jWELL Om
VENTS % / -SOUTH LINE SW - NE
N89°28'03"E
,- 339.16'
4�" - 360.00'
45.70' \-NORTH LINE NW - SE
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LU �� N88°28'44"W 405.70'
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Jia11�J�% UNPLATTED LANDS
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Z� C/// 2 PREPARED FOR:
N ��/ LAVERN WILLIAMS
^ / 351 COUNTY ROAD SS
RIVER FALLS, WI 54022
SURVEYOR:
DOUGLAS J. ZAHLER
AUTH CONSULTING & ASSOC.
SOUTH 1/4 CORNER SECTION 18 2920 ENLOE STREET SUITE 101
ALUMINUM CAPPED MONUMENT HUDSON, WI 54016
CONTOURS, SLOPES, C.B.A. & SOIL BORINGS
THIS INSTRUMENT WAS DRAFTED BY. JLV JOB NO. 8371-001 DATE: FEBRUARY 15, 2024