HomeMy WebLinkAbout030-1081-95-000_ rri
Wisconsin Department of Safety & Professional Services
Division of Industry Services
SP= SOIL EVALUATION REPORT
"`•r; : ; -``' In accordance with SPS 385, Wis. Adm. Code county
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,
but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel 1.D.
scale or dimensions, north arrow, and location and distance to nearest road. 6 a 0- (oil " q5-X0
Please print all information. R Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
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Property Owner WN EIZ,: I-1A ZC�IKM R OA s Property Location iEl
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Property Owner's Mailing Address Site Address CSM and Cot #:
y 1ALLS VIEW D► Wro SfVtll>✓ - R0� � VoT y
City, State, Zip Phone Number ❑ City ❑ village 0 Town Nearest Road
0u.I-To, 540 ?2 1(7/5 ) 37 —1555 6T. 'j-ID5F.}Ptl VAU,Y -�IUW DC'
❑ NewConstnrction User Residential/Number of bedrooms N K Code derived designflow rate Ai K GPD
❑ Replacement ❑Public or commercial -Describe: Flood Plan elevation if applicable�_ft.
Parent material 0 (TWA64
General pgmmentsand recommendations: C0/�Ur:NTt0N4`t- WdaRDuN 0 TRpQC�G5
❑ Boring
I 1 I Boring # jffPit
Ground surface elev�• (/ a ft.
(7 vre( 1k
Depth to limiting factor to$ in. / eiev. ft.
Soil Ao.lication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
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,aPit Ground surface elev. ft. Depth to limiting factor 60in. / elev. ft.
5. co -# -
Soil ADDlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
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CST Name (Please Print)
Sign at
CST Number
MARY JO HUPPERT (Hollister's Soil Testing &
ign)` �(�jf,L
224832
Address
Date Evaluatio?t onducted
Telephone Number
25720 Firefly Lane, Webster, WI 54893
11- 2P2-3
715-426-1775
Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L
SBD-8330 (R03/22)
`u„' A)A ro DWMR. (HA$aMM 4 cme—s) Page of
Boring
aBoring
# —� J`v�y.' Pit Ground surface elev.� ' ?qft_ Depth to limiting factor Ad in. / elev a R
5.75-W
Soil Annliratinn Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu, Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
'Eff#1
'Eff#2
l
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Boring # ❑ Boring
❑ Pit Ground surface elev. ft Depth to limiting factor in. / elev. ft.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil AoDlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
Effluent #1 = BOD > 30 <_ 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L
SOIL BORING LOCATION SKETCH
LOT 4
tzxLi OF
-�-�iRtn�ltll� T�GN�
VALLEY VIEW TRAIL
104.07' 34'
53' 52'
oo
924. x 7. rj
j
r - 924.4 x
NORTH
2 E7 NAIL ELEVATION `
924, 6 = 924•88 SCALE: 1 INCH = 60 FEET
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w
4, 0 60 120
Q ) VERTICAL CONTROL DATUM: NAVD 1988
W
m LOT 4
\ f
1
DENOTES SOIL BORING LOCATION
1 I o DENOTES SET NAIL
1 x 937.7 DENOTES EXISTING GROUND ELEVATION
4
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND IN PART OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 30 NORTH, RANGE 19 WEST,
TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN;
INCLUDING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 1, PAGE 287, DOCUMENT NO. 334965.
LEGEND
IS
FOUND COUNTY SECTION CORNER,
ALUMINUM CAPPED MONUMENT
O
FOUND 2 INCH OUTSIDE DIAMETER IRON PIPE
•
FOUND 1 INCH OUTSIDE DIAMETER IRON PIPE
O
SET 1 INCH OUTSIDE DIAMETER BY 18 INCH
LONG IRON PIPE, WEIGHING 1.13 LBS. PER
LINEAR FOOT
— — —
CONSERVATION OPEN SPACE
(158.65')
PREVIOUSLY RECORDED INFORMATION
N.B.P.A.
NET BUILDABLE PROJECT AREA
♦
SOIL BORING
SCALE: 1 INCH = 150 FEET
------------------
— — BUILDING SETBACK LINE
FRONT: 50 FEET
SIDE: 20 FEET
REAR: 20 FEET
— —940 INDEX CONTOUR
INTERMEDIATE CONTOUR
..SW
aF r' Ty It 'k
{ DODGE
1 S-24M
i CLEAR LAM
S'lit�°�
CONTIGUOUS BUILDABLE AREA a"I�f�MumalM�
C.B.A. 11 /20/23
(INCLUDES 12% - 25%SLOPES)
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150 75 o 150 PREPARED FOR: �m � °
ZACHARY HARTMAN z z W z
VERTICAL CONTROL DATUM: NAVD 1998 DEREK BRATAGER a m
744 RYAN DRIVE SUITE 102 m a 0
TRAIL
HUDSON, WI 54016
OAKS / R A � L NORTH
SMALL, 5f RAC7 (N89°56'42"E) UKpL ''a771FO LANDSL[3 3
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Z ,O1., N00°1]�D"E j'� /m .5I - 48'k DEDIILjATED\TO P�LI—C
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223.56' \ 7s.00' iDa.oT1EC�9W9�
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z rS89°43'48"E =
12% - 25% SLOPES
25%AND GREATER SLOPES
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N.B.P.A.
� NBP1'�
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I L�\ll�l a = 35'I iL O T 4 � / �1
o = 1.01 ACRES 1
Q I I 1y III I N90°00'00"E 309.02"
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- 1.39 ACRES � y0 �- I 9co
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C.B.A.=129ACRE5-\ � \\ j
�4�� \�` I (111,01 t LOT�� 2 wo6 s, ,
�I 01 ° �` ��� N B.P.A. = 1.38 ACRES
wi
134.21�8`' 60.68' 146.55'
S89°54'57,�4J I A�' �� � 11 � �� /.
(WEST) 11(I� te°���
CONTOURS, SLOPES, C.B.A., N.P.B.A. & SOIL BORINGS
THIS INSTRUMENT WAS DRAFTED BY: JLV JOB NO. 6023-135 DATE: NOVEMBER 20, 2023
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