HomeMy WebLinkAbout026-1068-10-001!N1seer,.+ri8epartmentoS d Professional Services Page of
Divdustry STryidW,, D
SOIL EVALUATION REPORT G 5 T' ZOZ'� - oo
APR 2 3200241 In accordance with SPS 385, Wis. Adm. Code County ST i
Attach t less than 8 1/2 x i 1 inches in size. Plan must include,
but no I MAWI reference point (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. CJ — { b
Please print all Information. R by Date f
Personal information you provide may be used for seconds purposes Privac Law, s. 15.04 1 m .
Property Owner Property Location ' ❑
Dclr'1 A L p S t o P h e n Govt. Lot" Y, AC y, S T( N R tf c` E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
45C I►LL A\4C Pro Pot,EE) C.SM
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
STAr� JPM r; w-r �-y01
[i] New Construction Use: ® Residential/Numberof bedrooms Code derived design flow rate*513 GPD
❑ Replacement ❑ Public or commercial — Describe:
Parent material Flood Plan elevation if applicable ft.
G al comments and recommendations:
mou r, d 5 e tn�
Boring # ❑ Boring c� —r 3 2-
® Pit Ground surface elev. ft. Depth to limiting factor `� in.
,r
V t
Soil Application Rate
GPD/Ft2
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
'Eff#1
'Eff#2
r
0-0 1
/D A3/3
—
S; l
2w,5K
Z
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y
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CAW
I
32-1
lD VA G
r-ZA tDVR 418
5
OAS
Mi
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F=
FL I Boring #
❑ Boring q 9 ,-7
❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
I Snil Annlieatinn Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh,
Consistence
Boundary
Roots
GPD;Ft'
'Eff#1
'Eff42
3
z0 - z
5/q Lr �.
-
5
o M s
a�
7
4
K IL,
-
s
m4r
tl� J
oN
lq.5 I5Gp
IR(-'NWCL
' Ftrluent ifl = BOU > 30 5 220 maJL_ qn[i TSS > :in 5 15n mnll " Fffhiant it'? = Rnn > 30 5 ??0 mri/t_ anri TSS > in 5 150 ma/L
CST Na e (Please Ppnt)
Signature /
CST Number
V
Address
Date Eva at" n C_ond cted
Telephone Number
I bbU-"6U (N04110)
Boring # ❑ Boring q 7r q
® Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Anofacation Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD1Ft2
'Eff#1
'Eff#2
.5" R y
f „ash K
IA./
j f
7 S yAla
' —
f
--
---
. 7
f,
F-1
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Rnil Annii[-A inn Raves
Horizon
Depth
In,
Dominant Color
Munsell
Redox Description
Qu, Az, Cont_ Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD1Ft2
'Eff#1
'Eff#2
1-1
Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Snil Annlicatinn Rat.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIFe
'Eff#1
`Eff#2
. Effluent #1 = BOD, > 30 s 220 mg1L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg1L and TSS > 30 _< 150 mg1
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290 55'
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CERTIFIED SURVEY MAP
LOCATED IN PART OF NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 23,TOWNSHIP 30 NORTH, RANGE 18 WEST,
TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN.
PREPARED FOR: SURVEYOR:
DON STEPHENS MARK D. MCCLENATHAN
PO BOX 280 AUTH CONSULTING & ASSOCIATES
STAR PRAIRIE, WI 54026 2920 ENLOE ST, SUITE 101
HUDSON, WI 54016
LO2
VOLL.3IPG. 6963
S89°49'57"E 343.56'
I
33.00'
LOT 3
s
TOTAL AREA,
o�
96,382 SO, FT. (2,213 ACRES) I
ow
AREA EXCLUDAG R/W:
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87,124 SQ_,FT (2.000 ACRES) I
of
CX.A. = 1.34 ACRES
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I
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Sts9'4'3'�7''
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�—310„56'
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N
33.00'-
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LEGEND
OCOUNTY SECTION CORNER LOCATION
OF RECORD -MONUMENT AS NOTED
LOT 4
TOTAL AREA:
96,382 50. FT. (2.213 ACRES)
o - AREA EXCLUDING R/W: .m
87,124SQ. FT: (2.000ACRES)
C.B.A. = 1.33 ACRES
I A ' I
33.OD'-
1
—31Yr.56
N89°49'57"W 343.56'
UfVP-L�ATTED LANDS
M FOUND 3/4" DIAMETER IRON REBAR
SET 1" OUTSIDE DIAMETER X18" LONG IRON PIPE
0 WEIGHING 1.13 LBS./LINEAL FOOT JJQQ
♦ SOIL BORING
BUILDING SETBACK LINE
FRONT: 50 FEET
SIDE: 10 FEET
REAR: 25 FEET
— —940— — INDEXCONTOUR
INTERMEDIATE 2 - FOOT CONTOUR
C.B.A. CONTIGUOUS BUILDABLE AREA
THERE ARE NO SLOPES OVER 25%
DRAFTED BY: MDM PROJECT NO: 8093-004 DATE: 02i29t2024
3_
NORTHEAST CORNER
SECTION 5
(SURVEY MARK NAIL)
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EAST 1!4 CORNER
SECTION 5
(SURVEY MARK NAIL)
SCALE:
0 100 200
THE EAST LINE OF THE NE 1/4 OF
SECTION 23 BEARS S00°17'34"E
BASED UPON THE ST. CROIX COUNTY
COORDINATE SYSTEM
SHEET 1 OF 2
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CONTOURS, SLOPES, CBA & SOIL BORINGS