HomeMy WebLinkAbout008-1087-20-000 (2)
wis. Dept. of Safety and Pmtess;onal Serwces SOIL EVALUATION REPORT Page 1 of 4
Division of Safety and lug
in accordance with SPS 385, Wis. AAm Code
County St. Croix
Attach complete site plan o less than 81/2 x 11 inol1~ size. Pla
include, but not horizorrtal reference point (BM), direcR! j Parcel LD. UO>3•1087~20000
percent slope, s , north arrow, and location and dist~fgF,to nearestl y6/L~
Date
all krf+e>~rra>hion.
Persond iron provide may be used for secondary PwP (Privacy LQ a 15. U l (0 l 3
Property Owner Location ■
Jack Rasmussen Govt l] ry NE 1/4 NE114 S 1 28N R 16E (or) W
Property Owner's Matting Address Lot # Block # &t d Name Cho
82 220th. St O Z
city State .Tap Code Phone Number L_Pity OM *e L!Jrowd Rmfd
Baldwin Wisc. 54002 ( 7115-684-3964 7b 2206 St.
■ New COnWuc* Userl Residential ! Number of bedrooms 3/4 Code derived design flow rate 450/600 GPD
Rep ent ❑ Public or commercial - Describe.
Parent moJeriol Glacial Outwash Flood Plain elevation if applicable WA ft
General comments Conventional System
and onendations: & Z ftjdL > 3h ' s
❑
Boring Boring
Q Pit Ground surface elev. 99.2 ft Depth to ranting factor >60 M. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnrcbure sistenoe Boundary Roots GPD1R 2
in. Munsell Qu. Sz. Cont. Color Gr. SZ Sh. TTM 1M
1 0-6 10YR3/3 - sl lmgr dh s 2 0.4 0.7
2 6-16 10YR5/4 - sl 2msbk dh c 1 0.6 1.0
3 16-21 10YR5/5 - is Omsbk dsh sw 1 0.7a 1.6a
4 21-60 7.5YR5/4 - s OMs ml c - 0.7a 1.6a
2 ❑ Boring 96.2 >60
]Boring Q Pit Ground surface elev. R Depth In limiting factor in.
Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Boundary Roots GPD/ft 2
in. Munsell Qu_ Sz. Cont. Color Gr. SZ Sh. tf 1
1 0-7 10YR3/3 - sl lmgr dh s 2 0.4 0.7
2 7-18 10YR5/4 - sl 2msbk dh c 1 0.6 1.0
3 18-22 10YR5/5 - Is Omsbk dsh sw 1 0.7a 1.6a
4 22-60 7.5YR5/4 - s OMsg ml c - 0.7a 1.6a
* Eif it = BOD > 30 < 220 mg& turd TSS >W < 150 mg& * EfBrf M Q = BBD < M mglL and MS < W mg&
Cu Name (Please ft Q
Signattue CST Number
Thoams W. Gedatus 962178
Address Data Evaloation Condcx*ed Telephone Number
Stang Plumbing & Electric P.O. Box 263 Woodville,Wisc. 54028 8/13/2013 715-6845166
SBD4330 (M 1/11)
Jacky 008108720000 Page 2 of 4
Property owner Rasmuss Parcel ID #
Boring
Bony # Pit Ground surface elev. 96.2 fL Depth to knifing factor >60 in. Rate
Horizon Depth Dominant Color Redox Description Texture Structure :~onsisl~e Boundary Roots GPM z
in. Munsell Qu. SL Coro. Color Gr. Sz. Sh.
1 0-6 10YR3/3 - A lmgr dh s 2 Sol0.4 0.7
2 6-16 10YR5/4 - sl 2msbk dh c 1 0.6 1.0
3 16-24 10YR5/5 - is Omsbk dsh sw 1 0.7a 1.6a
4 24-60 7.5YR5/4 s Omsg ml c - 0.7a 1.6a
Boring
F-I Pit Ground surface elev. ft Depth to lirdtlng taaor in. ~ Application Rate
Horzon Depth Dominant Colo Redox Description Texture Structure ce Boundary Roots GPD/ft z
in. Mu►sell Qu. Sz. Cont Color Gr. Sz. 1.11102
❑ Boring # Pit Boring Ground surface elev. ft Depth to knifing factor in
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Donsistence Boundary Roots GPDAt 2
in. Mures Qu. Sz. Cont Color Gr. Sz. Sh. 311"
' Effluent #1= BOD s > 30 220 rng& and TSS >30 150 mg& ' Effluent #2 = BOD s 30 mg& and TSS 30 mglL
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
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CERTIFIED SURVEY MAP
LOCATED IN AND BEING ALL OF THE NE 114 OF THE
NE 1/4 OF THE NE 1/4 OF SECTION 31, T28N,' RI 6W,
TOWN OF EAU GALLE, ST. CROIX COUNTY, WI.
cn z N 1/4 CORNER
m m SECTION 31 UNPLATTED LANDS NE CORNER
~o I%2" kT T28N, R16W NORTH LINE OF THE NE I/4- SECTION 31
T28N RI6W
o ;rj (0 12" HIGH+ S 86°45'56"
Z z (n STEEL POST E '
M 1979.92' 2639.89` 11/4" PIPE
w % 659.97'
S86°45'56"E 323.93' rn \11
33 m
a.. 2 33 r N / y I i
z m r1i
W , i6 I
, N I ' o LOT 1 y
z 1 m l; I ~/I
IW~~ N Z
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rri ° o rn + I I
C7 n N 01 m_ N r t' N I ; C
lJ -i C N 4N. I C W A ED
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D~ I O I O ONi N oA oyl u~ ;r
zUIN ~n n v 1 95.25 N85°30'24"(ymmI N ;-1
w 0 i ~ I ; 61 :o
WQI rn 1 p z ip m N®5°30'24"W 193.28', rni 1
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0D I cn it c~ N N 163.73 ; I I .Dr
m i r o r in N o ~N~ 29.55''`1 11 I IZ
(ii z n ;oo in " LOT 2 IM
N
_ " • I I CE) I l (n -l = u~ Oi
D ( m 55.96' I - Iv
p _;u i p 30'24"W wl w W D
z I w w
cn
I 33 33 I (ol N I~~I 1 ~ -1
z I 1~1 I N I ill I m
(p SO z
UTH LINE OF THE NE 1/4 OF THE NE.1/4 Or.
I I I p
NN THE NE 1/4 I 1 I -n
-i
p 29.63'-- ~,I +1 I rat
N 629.30' +
1T1 N 86 z
°49'26 yy I r"n
658.93'
UNPLATTED 6 6' 1 1
I
W 1/4 CORNER ~~4NDS Np 1
SECTION 31 Iv 1
T28N,R16W p I
E=W I/4 SECTION' LINE - N
MAG. NAIL* 2623.28' /
N 86°59'56" W /
'
CQRNER 3964.31
S I/4 /4" BAR
SECTION ON 31 31
T28N, R16W E 1/4 CORNER
SECTION 31
LEGEND N T28N, R16W
SECTION CORNER MONUMENT-ALUMINUM '
CAP UNLESS OTHERWISE NOTED i:w SCALE' IN FEET
I" I.D. STEEL PIPE FOUND 81 ACCEPTED ~'a
I" O.D. X 18" STEEL PIPE WEIGHING 1.13 lbs. C) o a
PER FOOT PLACED ~ a z O 1100 200 300 400
- - ROAD CENTER LINE o o ( 1"= 1501)
- - - - - RIGHT-OF-WAY LINE w Op zo
SECTION LINE
AREA OF LOT 1 w z a z
92,169.9 SQ. FT. OR 2.12 ACRES W o m w AREA OF LOT 2
cr o (n 342,772.5 .SQ. FT. OR 7.87 ACRES
(INCLUDING RIGHT-OF-WAY) a
86,607.7 SQ. FT. OR 1.99 ACRES z w o (INCLUDING RIGHT-OF-WAY)
(EXCLUDING RIGHT-OF-WAY) a o a 332,905.6 SQ. FT. OR 7.64 ACRES
w (EXCLUDING RIGHT-OF-WAY)
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