HomeMy WebLinkAboutCST-2024-001 008-1010-20-000�} & Professional Services Page 1 of y
SOIL EVALUATION REPORT c ST 202, tx�
'% µr JAN 0 5 2024 In accordance with SPS 385, Wis. Adm. Code County
Attach complete sit A 12 x 11 inches in size. Plan must include,��. 6FDtx
but not limited to v int (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. btg-
Please print all information. y ed by ? r I e
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Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). �1
Property Owner t Property Location ❑ Dd
-3--AAT.S R. S{- RON K. G10--6et A�W '/, ,'�lE '/. S q T 18 N R / rare
Property Owner's Mailing Address Site Address CS d Lot #:
2.3 6 -+44, ,-, UENuc vtm 1W, LZ ,-
City, State, Zip Phone Number ❑ City ❑ village Town Nearest Road
W OOD\j I Ll-E I�CC `5y0 (7i5 ) (P881380 t-L C,60- VENt1_
New Construction Use:E]Residential/ Number ofbedrooms NK Code derived designflow—rate ��GPD�
❑ Replacement ❑ Public or commercial - Describe: Flood Plan elevation if applicable Al
Parent material
,General comme Mend recom ndations: Mp p ��� _ 1, 33- 4- C-3s SANG �t t-L
BonnY. ❑ Boring `
jo Pit Ground surface elev. q8. 9q ft. Depth to limiting factor Z't in. / elev.qZ•1gft.
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
I
-1Z
7.5 yp, z
—
si l
3F SbK
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45
-50
0.6
, 8
Z
2--lg
7.6 + 5 3
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7.3y&"
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s
Boring # []Boring
j0Pit Ground surface elev.—"b ft. Depth to limiting factor IZO in. ! elevf 7.37 ft.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
•rr•• •
GPD/Ft2
'Eff#1
-Eff#2
l
0-7
7.5 Y 3 z
—
l
.Si- rx sbK
0-to
0•9
Z
-ZO
7•5Y 5 3
s
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CST Name (Please Print)
Signatyre /
CST Number
MARY JO HUPPERT (Hollister's Soil Testing & De
ign) ``` (
224832
Address
1
Date Evaluation Conducted
Telephone Number
25720 Firefly Lane, Webster, WI 54893
I7--05 20Z3
715426-1775
' 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
SBD-8330 (R03/22)
❑ Boring
1-31 Boring # j'Pit
tl Page 2 of li
Ground surface elev. rlq / ft. Depth to limiting factor Z Z in. / elev9 . ! l ft.
Q. it Annli—firm A�fc
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
•Eff#1
I 'Eff#2
l
0-/0
7,5YP,'3
—
Si 1
-rv�s6K
mfr
a-S
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a t,
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7. 5 YP,s3
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r Cabs
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Cnil Gnnlirntinn Rnto
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
'Eff#1
-Eff#2
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Snil Gnnlir�tinn Rata
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
`Eff#1
'Eff#2
Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 <_ 150 mg/L ` Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L
Plot Plan
PROPERTY OWNER: -TM�s S4A?,D4 K, W ialKeK
Legal Description_ fe L "CATIM 1N-Ttm N W`Al or Tt}F. gl� Lit Src. of
74P, R (bW, TOWni OF Emu C-X E Sr. CRVix C-buuS ()
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(FALOW ,1ELL)
Site location:
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42,99,
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Page of
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V _= 40 FT.
(except where noted)
El == backhoe pit
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IN C.KOL(AD; ,
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CERTIFIED SURVEY MAP
LOCATED IN THE PARTS OF THE NW 1/4 OF THE NE 114 AND THE NE 1/4
OF THE NE 1/4 OF SECTION 4, TOWNSHIP 28 NORTH, RANGE 16 WEST,
TOWN OF EAU GALLS, ST. CROIX COUNTY,WISCONSIN.
Bearings are based upon the St. Croix County Coordinate System, NAD 1983, (1991)
Adjustment. The north line of the NE 114 bars S87-22-07E.
Bearings are expressed in degrees -minutes -seconds. Distances are expressed in decimal
feet. See County Surveyor's Office for Section Data.
Unplaited lands
60th Ave.-
Northeast Corner
S87-22-07E 2674.31
Sec.4-T28N-R16W
— - - — — — — --S87-22-07E 1554.31--
Found Alum. Cap
o——A71.73,— N _ �lortfil ne oTIQE 1T4-
North Quarter Corner m S87-28107E 471.73 m ---tI—1082.58—--
Sec. 4-T28N-R16W I I IIS87-22-07E 1082-49 1120.00
Found Survey Nail I pshed .Q I I
m
drive I I $ I I
I (drive
i a
I �'
I
V.27 P.6258
Doc. # 1035375
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W ° v
Z Z r`; �INI�I
a 3:W �ilol I
v
_ tp 7O .-I O I
sheds
®
? W ^ 46 �I j 0°I
Z' Z oo
N V O
O
n
N
o v v house
6 0
200.00
4 Z ( .k
�I
N87-23-01 W
(S88.06-00E)
cal
Q SEC. 4-T28N-R16W
j
aLOT 1 LOT 2
�cNi
� w Lot 5 CSM
I
cI
009V.14 P_3935
Doc #628672
u) z
471.86
879 15
N86-57-26W 1351.01
South line of N-1/2ofNE1/4 --�- —
i
The Parcels) shown on this
Unplatted lands
map are subject to State,
-- — ---
County and Town laws,
rules and regulations (i.e.,
wetlands, minimum lot size,
Area Lot 1 Including Road Right of Way:
access to parcels, etc.).
Before purchasing or
615,023 Square Feet
developipingngany
ny parcels)
14.1190 Acres
contact the St. Croix
Area Lot 1 Excluding Road Right of Way:
County Community
599,456 Square Feet
Development Department
13.7616 Acres
and the Town for advice.
Area Lot 2 Including Road Right of Way:
1,304,384 Square Feet
oupuuuunuquu
29.9445 Acres
CONs A,°%.,
Area Lot 2 Excluding Road Right of Way:
Legend
1,268,660 Square Feet
v V
29.1244 Aries
= Septic
' * Brandon W. * "_
® = Well
= King
S-2632
• = Found 1" O.D. Iron Pipe.
Eau Galle
= Found St. Croix County Mounment 0 300
Ao
600
as noted.
S'U R J\\``"\`\\�:
O = Set 3/4" x 18" Iron Rod Scale: 1 Inch = 300 Feet
12-19-2023
weighting 1.50 Lbs. Per Lineal Ft.
Brandon King Land Surveying, LLC PREPARED FOR:
FINAL FIELD WORK DATE:
N324 Co. Rd. D Eau Galle WI 54737 James Widiker
12-12-2023 SHEET 1 OF
Phone: 715-639-5243 Email: bklsllc@gmail.com 2367 60th Avenue
Woodville WI 54028
MAP DATE. 12-19-2023 2 SHEETS