HomeMy WebLinkAbout038-1080-50-100 � Y
Vls A on: In S EVALUATION REPORT #2502
Department of Commerce accordance with b m 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Building "'� °3 ��'�/ Geo Tech Soil&Site Evaluation,LLC
Attach complete site plan on paper:::S'� an 8%h z x 11 inches in�. P n m st jo County St. Croix
include,but not limited to:vertical and horizontal reference point(BM)-fir � and
percent slope,scale or dimensions,north arrow,and locatR � istance t t road. Parcel I.D.
Please print all information. /,G Roux
�2p CoU eviewe Date
Personal information you provide may be used for secondary purposes(Privacy La + 4(1)(m)).
F
Property Owner O) Property tion
XCEL ENERGY C NE1/4, SW1/4, S19,T31N, R18W
Property Owner's Mailing Address ` Lot# Block# Subd.Name r CSM
PO Box 8 33 20 '
City State ode Phone Number City ❑Village Z Town Nearest Road
EAU CLAIRE I WI J702-00q 715.737.1177 Star Prairie I 205TH AVENUE
❑New Construction Use: ❑ Residential/Number of bedrooms Code derived design flow rate GPD
❑Replacement ® Public or commercial-Describe: SUB-STATION
Parent material Flood plain elevation,if applicable NA ft.
General comments ��
and recommendations: Q'I`-�"t ���,c�❑ f�
Boring#
1
❑Boring
®Pit Ground surface elev. 100.30 ft. Depth to limiting factor >75 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-12 10YR 3/2 NONE SIL 1 C SBK MFR CS 1F-M 0.4 0.6
2 12-22 10YR 4/3 NONE iIL-LOAN 1 C SBK MFR GS 1F 0.4 0.6
3 22-50 7.5YR 3/4 NONE GRSL 1 M SBK MVFR GS 1F 0.4 0.7
4 50-75 7.5YR 5/4 NONE LFS-S 0 SG MVFR -- -- 0.5 1.0
FT]Boring# Boring
❑Pit Ground surface elev. 100.40 ft. Depth to limiting factor >75 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ConsistencE Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-11 10YR 3/2 NONE SIL -- -- -- --
2 11-20 10YR 4/3 NONE LOAM -- -- -- --
3 20-44 7.5YR 3/4 NONE GRSL -- -- -- --
4 44-75 7.5YR 5/4 NONE LFS-S -- -- -- --
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 S30 mg/L and TSS s30 mg/L
CST Name(Please Print) Signature: CST Number
William J. Bergh �J 227819
Address Geo Tech Soil&Site Evaluation,LLC Date Eval on Conducted Telephone Number
4255 N Prairie View Road,Suite 2 Chippewa Falls,WI 54729 7/14/2010 715-723-5555
SBD-8330(R.07/00)
"Property Owner XCEL ENERGY Parcel ID# Page 2 of 3
F Boring
] Boring# ❑Pit Ground surface elev. 100.50 ft. Depth to limiting factor >75 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-12 10YR 3/2 NONE SIL -- -- -- --
2 12-24 10YR 4/3 NONE LOAM -- -- -- --
3 24-46 7.5YR 3/4 NONE GRSL -- -- -- --
4 46-75 7.5YR 5/4 NONE LFS-S -- -- -- --
❑Boring
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 GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
❑ Boring
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 GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
SBA8330(R.07/00) Geo Tech Soil&Site Evaluation,LLC
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PAGE 3OF3
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Tx:4005640 7
RECEIVED 922671
BETH PABST
REGISTER OF DEEDS
CERTIFIED SURVEY MAP APR c ^'' RECEIVED FOR RE ORD
THE NE 1/4 OF THE SW 1/4 09/16/2010 3:16 PM
OF SECTION 19, T.31 N., R1 8W., TOWN OF ST.CROIX COUNTY EXEMPT #: N/A
STAR PRAIRIE, ST. CROIX COUNTY, WISCONMNVEYORS RECORD REC FEE: 30.00
COPY FEE: 3.00
THE NORTH LINE OF THE SW 1/4 OF SECTION 19 PAGES: 2
TO THE ST.6ROICRCOUNTY COORDINATE SYSTEM.
NW CORNER OF THE NE 1/4 OF THE SW 1/4,
5a1°j' EAST-WEST 1/4 LINE
NE CORNER OF THE 565444 3"E
205TH AVENUE NE 114 OF THE SW 1/4 ��
• ` ---988°43'43'E 1309.88' ---
-36.94' 500.15' 35.09'- �-�- •
809.73'
500.1 O' R 809.84' O
� S88°56'26"E 1309.94'
............. . ................. .....................
..........
� CENTERLINE aH
w - 205TH AVENUE �- gW
YZ C Q=
�cn CENTERLINE FUTURE C �N
F- DRIVEWAY Zw
z�
Iw Ln � LOT 2 Ln -Z
LL TOTAL AREA v LLO LLJ 250,076 SQ.FT. U
w0 5.74 ACRES
Lu CC &ico
AREA EXCLUDING R.O.W.yz p
232,203SQ.FT. Z w
5.33 ACRES -/
O U i\^
TV\ W
LL3: LL y
N88°43'43"W 500.15' O � ww
N :!t c6 ww
ti W
c2 $ Z i4- — Z2
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ol� LOT 1 00 Q�
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TOTAL AREA H Lu
WI LL 1.480.069 SQ.FT.
O 33.96 ACRES N to
gI th AREA EXCLUDING R.O.W. w o
EO w 1,453094 SQ.FT.
?I o C, W 33.36 A O
CRES U)
2
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Z 0
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SOUTH LINE OF THE NE 1/4 OF THE SW 1/4
N88°40'42"W 1316.73' _
SW CORNER OF THE
NE 1/4 OF THE SW 1/4 UNPLATTED LANDS SE CORNER OF THE
NE 1/4 OF THE SW 1/4
EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE COUNTY
N
AND TOWNSHIP LAWS RULES AND REGULATIONS(I.E.WETLANDS
MINIMUM LOT SIZE AGiCESS TO PARCEL ETC.))BEFORE PURCHASING
OR DEVELOPING ANY PARCEL CONTACT'THE ST.CROIX COUNTY PLANNING
AND ZONING OFFICE AND THE APPROPRIATE TOWN BOARD.
I F[_FN A ,���-
o DENOTES SET 3/4"X 24"REBAR
WEIGHING 1.5 LBS/LINEAR FOOT
Q• DENOTES SECTION CORNER TODD M. i
••••••••. BUILDING SETBACK LINE HENDERSHOTT
200 (50'FROM ORIGHT OF WAY) S-2362 S-2362
LINO LAKES,
Scale: 1"=200' Z MN i�J �•
e ner .,,;..1R;
9'Y
1 o SHEET 1 OF 2 s
� Vol. 24 Page 5731