HomeMy WebLinkAbout016-1035-70-400 LOT 41563 27ut� 5+
W--- - � afety & Professional Services Page�_of��
p2 7 2023
PR j SOIL EVALUATION REPORT 65 - 2
In accordance with SPS 385, Wis. Adm. Code County er
Attach com�gete site plan-pn paw( Nt;less tha 8 1/2 x 11 inches in size. Plan must include,
but not limittq vertidal:�nd o-' f- @"fen point (BM), direction and percent slope, Parcel LD: V 0
scale or dim �i� nd distance to nearest road. Q `' / O 3S Z b -'fd U
Please print all Information. Re ' , D to
Personal information you provide may be used for secondary purposes (Privacy Law, s. 1 S.040)(m)).
Property Owner I � �� Property Location
Jason Ns h a,tt � Govt. Lot St,J '/4 N/lif • S T 3 0 N R J S E (or 1N
Property Owner's Mailing Address G Site Address or CSM and Lot #:?e I ��qq S i
/SSA 2 �o'�'S� CSM /Y-3993 0i4 -266o 4o f
City, State, Zip Phone Number ❑ City ❑ Village 12 Town Nearest Road
(411fu0cd4w( (l05() -0 20 1 6lanwcoc3
29ar'L SSf
54 New Construction Use: 9 Residential /Number of bedrooms _ Code derived designflow rate V SO GPD
❑ Replacement ❑ Public or co ercial - cribe: Flood Plan elevation if applicable��7�ft.
Parent material 4 Ytt'S
General comments and recommendations: IZ e4 j7/ef
IT Boring # Boring
® Pit
Ground surface elev. fs;%. Depth to limiting factorIs—in. / elev.9483ft.
Snil Annlication 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 I
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0-7
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1-il Boring #
Boring
®Pit Ground surface elev.& &ft. Depth to limiting factor 23 in. / elev. .
Soil Annlication 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
l
0-8
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sil
20sbk
my r
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2-
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CST Name (Please Print)
AA r ( N or5
Si lure
CST Number
.26 791P5
Address
7147913 /3o�`' r �,cub,J4' w l
Date Evaluation Conducted
1/ IT-Z.0ZS
Telephone Number
715-
Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L
SBD-8330 (R03l22)
Page -*7— of
F3� Boring #
Q Boring
® Pit Ground surface elev. 1416 ft.
Depth to limiting factor Z % in. l elev.-11-14i1.
Soil Application 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
R 3z
si
2
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❑ Boring # ❑ Boring
Q Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Application 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
'Etf#2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Application 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 > 305 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD. 5 30 mg/L and TSS s 30 mg/L
CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE.
❑✓ SOIL EVALUATION D Scale: 40 40' SYSTEM PAGE 2 OF
SITE MAP PLOT PLAN
PROJECT NAME: K1111111111Z,111114
(10 ft grid) Paz DESIGN FLOW: GPD
Jason Deshane Attach design flow calculations for commercial plans.
PROJECT ADDRESS: 290th St, Glenwood City, WI Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5)
- -- --� N Sanitary Sewer. /
SM Symbol: BM Elevation: Nail in or apple tree FT
-- Force Main: /
BM Description: 100•0
Indicate north by IMPORTANT:
P (
Slope Gradient °6) o Well Symbol (if appllcable): 0 my drawing an arm Show round elevation contours at suitable intervals.
of Tested Area: 0 on the appropr to line. g
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0111
LOT 1 oreos
190,141 sq.ft.
4.365 acres
incl. r—o—w
Northwest Corner
Section 16-30-15
o i8 Survey Mark Nail
P I access
easement
Doc. 1166442
l 707.93'
I t3.00'
174,077 sq.ft. 8 ; IT
3.996 acres o -'J
excl. r—o—w C w I
IN
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I co
UNPLATTED I�
LANDS 1 �
00
--- Cl)
a) rn
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C' Cn 00
CD
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N 89'15' 46"E
132.66' -
199.66' s 33 6
ept%
3.00'
6s F
y
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house
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shed
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,�� `swell
° I *
LOT 1
I
loccess 401.67'
I:�-- 434.67'
LOT 3
CSM 14/3983
(S89'36'51"E)
N89'15'46"E
m
I v 1\33.00' S89'11'11 "W
West 1/4 Corner (N89'41'26"w)
UNPLATTED Section 16-30-15
LANDS Aluminum Cap
1290.42'
DRAFTED BY:
Joel A. Brandt
JB Surveying LLC
(1323.39')
1323.42' 24'
'\\ 582.54'
� soil
tests
LOT 2 fence
680,997 sq.ft.
15.633 acres 28'
incl. r—o—w
675,294 sq.ft.
15.503 acres
excl. r—o—w
nce 16'.
6' 886.83'
1321.50'
(1321.46')
LOT 1
CSM 14/3982
SCALE: 1" = 250'
Completion Date
May 2023 0' 250' 500
Lot 1 and Lot 2 are zoned R-1, Residential District, which allows 1
principal dwelling per 10 acres. Please contact the Community
Development Department for more information.
Each parcel on this map is subject to State and County laws, rules and
regulations(i.e. wetlands, minimum lot size, access to parcels, density
limitations, etc.). Before purchasing or developing any parcel, contact the
Community Development Department and Town Board for advice.
LEGEND
Ui
r*i
UNPLATTED
LANDS
an c°; ---
J �4
ao00
East 1/4 Corner
Section 16-30-15
S89'11'11"W Survey Mark Nail
3956.12'
UNPLATTED
LANDS
Q�...... Found Government Corner
(corner verified)
o. Set 3/4" x 18" Iron Rebar
weighing 1.502 lbs./foot
....... Found 1" Iron Pipe
o...... Found 3/4" Iron Rebar
(o.00') ... Recorded Data
PREPARED FOR:
Jason S. Deshane
1557 290th Street
Glenwood City, WI
North is referenced to the
West Line of the Northwest
Quarter of Section 16-30-15,
which bears N01°17'31"W
(St. Croix County Grid System)