HomeMy WebLinkAbout024-1019-30-100
~ RECEWED 1974
SOIL EVAL TION REPORT page 1 of 3
Division Wisconsin of Department Safety and d of Bui s Commerce in acxgkJJh go 85, W . Adm. Code A.C.E. Soil & Site Evaluations
County
Attach complete site p r no t ' x&~TRan in t St. Croix
include, but not limited to: vertical an eience point (BM), direction a est road. Parcel I.D. percent slope, sca ions, north rrow 024-101 30- a
Please print @I information. Revi y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~Y
Property Owner Property Location
Victor & Mira Staut c Govt. Lot SW 1A SW 19 16 T 28 N R 17 W
Property Owner's Mailing Address Lot # =ockd. Name or 'PSM# d CSM
1718 30th Ave. 1
City State Zip Code Phone Number City _j Village fe/ Town Nearest Road
170Th Street 1-7 ~ ' ~~sY~/}t,+<
Hammond WI 54015 715-796-5413 Pleasant Valley
1/ New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
y'
Replacement Public or commercial - Describe:
Flood plain elevation, if applicable Na
Parent material Glacial Till
General comments
and recommendations: Soil suitable for mound with 1.25' of sand fill placed on 99.50' contour.
F11 Boring # I Boring f/' 21 " in. Sal Application Rate
Pit Ground Surface elev. 99.45 ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Descri ption Texture St $cture Consistence Boundary Roots xE 1 PD/tF
in. Munsell Qu. Sz. Cont. Color Gr. 1 0-7 10yr32 none sil 2fsbk mvfr as 2f1m 0.6 0.8
2 7-14 7.5yr4/6 none scl 2fsbk mvfr cw 1fm 0.4 0.6
3 14-21 7.5yr4/6 none sl 2msbk mvfr gw 1fm 0.6 1.0
4 21-27 7.5yr4/4 f2f7.5yr5/8 sl 1msbk mfr gw 1vf,f 0.4 0.7
_ 1 of 0.4 0.7
5 27-54 7.5yr4/4 f2d7.5yr5/8 sl 1 csbk mfr
a Boring # Boring 23" in. Soil Application Rate
t>~ pit Ground Surface elev. 99.40 ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture Gr. Sz. Sh. Consistence Boundary Roots 'Eff#1 PD/ft2E
in. Munsell Qu. Sz. Cont. Color
1 0-7 10yr32 none sil 2fsbk mvfr as 2f1 m 0.6 0.8
2 7-11 10yr4/6 none sl 2fsbk mvfr cw 1fm 0.6 1.0
3 12-23 7.5yr4/6 none scl 2msbk mvfr gw 1fm 0.6 1.0
- 1vf,f 0.4 0.7
4 23-37 7.5yr4/6 f2f 7.5yr5/8 sl 2csbk mfr
Seepage observed at 32".
• Effluent #1 = BOD ? 30 < 220 mg/L TSS >30 < 1 mg/L Effluent #2 = BOD < 30 mg/L and TSS <~0 mg/L
- CST Number
CST Name (Please Print) Signature
3602
James K. Thompson
Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number
4/172006 715-248-7767
340 Paulson Lake Lane, Osceola, WI 54020
Victor & Mira Staut Parcel IDS 024-1019-30-000 Page 2 of 3
Property Owner
F3 ] Boring # m Boring
Pit Ground Surface elev. 97.35 ft. Depth to limiting factor 23" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Sh. Consistence Boundary Roots «Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. 1 0-9 10yr3/2 none sil 2fsbk mvfr as 2f1 m 0.6 0.8
2 9-14 7.5yr4/6 none sicl 2fsbk mvfr cw 1fm 0.4 0.6
3 14-23 7.5yr4/6 none sl 2msbk mvfr 9W 1fm 0.6 1.0
4 23-38 7.5yr4/4 f2f 7.5yr5/8 sl 1 csbk mfr - 1 vf,f 0.4 0.7
F-1 Ong # -j Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 GPDM
*Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
F-1 Boring # j Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots «Eff#1 ORD
*Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
« Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5<30 mg/L and TSS <-30 mg/L
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DEC 2006 4E3 --3 4EF. 1. 7 8
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VOL 21 PAGE5288
KATHCSER H.
REGISTER OF DEEDS
ST. CROIX COUNTY ST. CROIX CO., WI
SURVEYOR'S RECORD RECEIVED FOR RECORD
10/09/2006 10:20AH
CERTIFIED SURVEY KAP
REC FEE: 13.00
CERTIFIED SURVEY MAP PAGES: 2 J.VM
""ED IN PART OF THE NW 114 OF 7-HE SW 114 AND IN 7HE SW 114 OF 7HE
SW 114 OF SEC77ON 16, TOWNSHIP 28 NORTH, RANGE 17 WEST, TOWN OF
PLEASANT VALLEY, ST. CROVX COUNTY, WISCONSIN, BEING THE CER71f7E0 SURVEY
MAP RECORDED IN AX(JA1E 21, PAGE 5215 N89°50 36 E
J27.40 THE EAST LINE
PREPARED FDR: ,-OF THE NW 114 114 THEW CORNER VIC STAUT & tp OF THE SW 714. 28 N, R. 1s£c7 . 1 7 W 6, (r.FOUNND D MICHAEL 61EBB
N,
P. K. NAIL) z
W Q I
q W UNPL A T TED LANDS
o q
Z1 W
( N I
Q~ ~ BEARINGS ARE REFERENCED
J TO THE WEST L INE OF THE F_
I o I I I SOUTHWEST QUARTER Z Q j
Lj I Z <'ASSUMED BEARING). J
~1 I CLI
N89 °54 35 E 983.18 j
1 -
1 i 950.18
Q 1 33.00 VQS'Pp~i THE EAST LINE
7--OF THE SW 114
OF THE SW 114.
N}1 LDT 1
e) ~ ; 29.994 ACRES N
1,306,558 SQ. FT,
29.213 AC. EXC. R/W
e 1,272,510 SO, FT.
ti I I pv
S89 5834 "W 935.96
~oN LOT 2 01-
14.1R0
N ( I 14.120 ACRES
615,068 SO. FT. U U'
o 6 12.938 AC. EXC. R/W `CDs' Q' 3
I 2 I 1563,601 SQ. FT. IlAr] p (~j i o
1 N b q k I (~j I ck: 2
to THE WEST LINE OF 1HE
O a 1 J I m ti
v, i I zW
sw 114 of THE sw 714. SHED
(3 iv 1 v
O = j
HOUSE C, Q)
S89 57 29 ' E 1278.08 t ti y
. I
902.96 375.72
_ _ 935.96 % 375773
THE SW CORNER N8905729" W -
OF SEC. 16, T. 1311.09
I 1
28 N. R 17 W N89'5729"W
(FOUND . 1Y 30TH AVE 2622-18 7377.09
MONUMEN T) T)
LEGEND - - THE SOUTH LINE OF rHE
UNPL A T TED LANDS SW 114 of THE SW 114.
• FOUND 1' IRON PIPE
O SET 1' D.D. X 18' IRON PIPE `0-o S/y
WEIGHING 1.13LBS PER LINEAR FOOT.
GOVERNMENT CORNER AS NOTED JAME8 LL
WMER
50' BUILDING SETBACK LINE 6.10"
1' = 250' SPRMVAUZY,
w
SHEE T I OF 2
0 125 250 500 PASS ~l( gq!f 1~1Y~IIN04
C.
7411, -
878-06 THIS INSTRUMENT DRAFTED BY JAMES WEBER DATED
1 of 2
Vol 21 Page 5288