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WisconsinDepartmentofCommerce � SOIL EVALUATION REPORT Page of
Division of Safety and Building a:
in rdance with Comm 85,Wis. Adm. Code `:�
Attach complete site pla per ess than 8 1/2 x 11 inches in size.Plan must
include,but not limited to. nd horizontal reference point(BM),direction and
arcel LD.
percent slope,scale or di ensions,north arrow,and location and distance to nearest road. 7 1 t,
Please print all information. 67-C�o� Re b " Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m))��. 'Q {
Property Owner(� ` Property Location
Kunon B U+ yv Govt.Lot 116 1/4 6A S T N R E(or)o
Property Owner's Mailing Address /'-`+,`. Lot# I Block# Subd. Name or CSM#
Kt 2 6 Go Ahu'C S60i.
City State Zip Code Phone Number ❑City ❑Village CBTown Nearest Road
New Construction User Residential/Number of bedrooms I— Code derived design flow rate 6 O GPD
❑Replacement ❑ Public or commercial-Describe: _
Parent material_ •/afS 1 t �j;�, � 7-54i-7 " 57Y i2lRood Plain elevation if applicable ^10L
ft.
General comments o'S �t6>+e LoYrr rr ytri`sif l 5-/�>i7 °'u .
and recommendations:
System Type G,(JilifJ[� r J System Elevation
F-11 Boring# Boring
Pit Ground surface elev.W7—ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2
B— 0 Ar 3IL
3 Qs- 'W/ �✓
® Boring# ❑ Boring
® pit Ground surface elev/0 - Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
o U,Fjq f a 0,11i,k '-'rcr I W
Effluent#1 =BOD >30<220 mg/L and TSS>30<150 •Effluent#2=BOD <30 mg&and TSS<30 mg/L
CST Name(Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008192nd Ave, New Richmond, WI 7 '" 715-246-4516
Property Owner_ Parcel ID# Page of
Boring# Boring
Pit Ground surface elev. fr ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure lConsistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
�r Z g L 51 � A4h 2M I .� p
Z ct 1,
1 Ib 41
o FS ds v► a a n a s 47
r
F-1 Boring# ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
-To—ilApplicabon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Boring
F-1 Boring# Ground surface elev. ft. Depth to limiting factor in.
11 pit Soil ication Rate
Horizon ')epth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPDtfF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
i
i
Effluent#1 =BODS>30<220 M91L and TSS>30 1150 mgA. 'Effluent#2=BOD,<30 mgA.and TSS<30 mglL
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.
SBD-8330(8.6100)
I
Soil Test Plot;611/26/13 n
Project Name Kernon Bast aun rd
Address
948 LaBarge Road
Hudson Wi 54016
M #226900
Lot 26 Subdivision Cottonwood South 1 st Add Da
NE 1/4 N W 1/4S 1 T 28 N/R19 W Township Troy
Fj Boring Q Well PL Property Line County ST. CROIX
IL BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation TBD *HRPSameasBenchmark
Schwalen Dr
Scale is 1" = 40' B.M.*
unless otherwise
noted
180'
B-2 120' B-1
40'
0% Slope 0, CJ
f�
B-3 60'
462' Property Line
reER BA9r
S);
COUNTY PLAT.. LOCATION SKET(
COTTONWOOD SOUTH FIRST ADDITION �(NOTTO�q�"
LOCATED IN THE FRACTIONAL NE1/4 OF THE NW1/4 OF SECTION 1,
T28N,RI 9W,TOWN OF TROY,8T.CROIX COUNTY,WISCONSIN.
SET LEMENT DR,
CURVE DATATASLE SCHWALEN DR.
CURVE A RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGEMIN TANGENT OUT
C1 23&W 61'OB57' N04'16'84.WE 20I.17 20B.Oa N89.5023•E N38°4126'E
C2 187.00' 96°6426' 1,113'37'62,61V 249.87 282.46' N34'49WE N62'o605W V
C3 BMW 261'44'12 N83-5744-E 120.99 366.45 534.492aW N40°5452W
C4 BOW 21'8937' 823'5931.6W 30.09 30.24' 834°4920°W S13°OW43W
I AREA C6 BOW 91'2655 832°33'14.SE 114.64' 127.00 813'OB'43W 87WI612-E
CB BOW 102.47'98' NSV195WE 126.04' 143,3 878.16121 NOI°03'60'W TOWER ROAD
C1 80.06 46.6112' N23'6821W 62.32 64.02' 1401'0350W N46.64'52W
C8 BOW 61'20'66 N21.1427W 89.32 new N46.5452W N04-2558•E
CB 233.00 853119' 1,120493151V 26669 270,a N047b'S8'E N02105DBW
CIO 233.00 23'1325 N07.1943,W 93.79 94.44' N04'9659E N154725W
C11 233.06 4517'45 N40'2615'W 171.86 178.00 N1B'4726W NBWO506W
C12 23100 28'49'47' N70'S826.6'E 82.23' 82,84' N22.8320E ND528WW
Cl. 233.07 08°96'36 N711 1X1•E 20.89 2687 N22°2320£ N16.4650-E
014 233.Oa 1519'17. N07.40'11,•E &5.75 68.87 N76'4880'E NOO.2627W THIS INSTRUMENT DRAFTED BY EDWIN FLAM M
Ci6 167.Oa 9510'150' N44-41'66-E 238.78 283.14' NWSME 1400°2627W JOB NO.13.15 DATE 11101/13
-CABLE 6943W C19 BO.OD' 69°4315 N45IB'O4,W 128.97 140.83' N00'ZB'92'W 988°baE3W
DAELE
I II of
wl
I I C_O_TTONWOOD SOUTM COTTONWOOD SOUTH I
TED LANDS I I 1 B I L g
BYOTHERS I I I yl� I i 11
DRNNAOE EASEMENT DOG fe3828t I
1316.60' L- .0 N89°00'23"E 89' DRAINAGE EASEMENT DOC.+ese231
318.80 Nt/400RNER NORTH LINE OF JW�jjQrM 14
..._„_..� 10.16 203,5&----- -12.52 ----21B.Ua---.'-' 024.49 -o 158.85 SECTION
AS 7_ .__•_ I �_ >�_--n--�_ .. POND
a.o
128'26 1 1 �qC���1y� OUTLOT 3 4A H.W.L.-1044.00
El i I
1. tae ' I 1 OPEN SPACE
El 17 �I
.664 60.Fr.2BT�I I I I a1I�
29 110 NBB2WE 401.64'
I 1±
4
\ q
WATER ELEVATION
MAY�
-- -----
2. LOT 33
LOT LOT 34 2'00 ACRES 201 ACRES .87,128 BQF 7,126 SO.FT. I I 87,88280.F. LOT 28
9.0-10430 B.o-tasa I ie"L.B.0,4043.0 75' B
a
1g7 Fr. I 125 \
__ _ _
I IS I I -I // B.M.ELEV.-1047.28 471.01' \ 74.60
L_lZEaN_0Tftf_ - ---- - -- w \ \ LOT 27 NB56W23'E 457.78 /� \ \ \ 82.00A 0 FT.UL-DE.BAC A6;°qs----SCHWALEN DRIVE / n ��NBWSO23'E4B7.99-%�--- �'--------- 21.' / /� 11 \\ L..-._.--. -.L.-Be1.34�- - C �J• 4zs5 .
36 r, -I /' g\N 1 \ SOS, 8560'z3'E 42909-._. q
cnI s l �� � 13 H 17s' 1 I I \ nl
1 LOT 32 i I s.00oA.EE8 � 1 1 I0 •I I LOT 28
1 8.238 SQ. 97.166 80.FT. &1W I ( 2.00 ACRES
m' I1a
108.238 SQ.FT. i i L.B.O.-1064.3 / I �. 87,120 SQ.Fr. I '4 0 pl
\ I M! m
j�
U9 -. . J L,--,-------
J
_ 282.89'- •-877.16-•_._�_._.J 04 I� 07 \ L-__.__.__-__.__._ q r
OIi -�-•- - -I- - -Ne9.6az31EB9a.7e�•_._,_�._..._ -.� jZ -I I &jH i0_
'- -- -- -- - - - \ Rea I �{
e N89'6a23'E 388.18
Cs DO
Z LOT 29 W
8i,ii69�ESFT. I SI
�I 2 I I 28 C __-__-_ N44'464/g 14.20' 12 I
6a ,�"sd.'fk I I - - --•'�-NSW0B04d4�_'__+' _ -�4
B.M.ElEV X1074.17 •-' E4B6.99-.- _.-.-,-. '
jLOT 30 -'--•--•--•--'--
13.65 ACRES I Z
590,125 SQ FT.
TEMPORARY CUL"D&SAC LBW
9Z+ I I REMOVED UPON ROAD EXTEN
$ I I FENCE LINES ALONG THE SAS NOT 81
AND ARE ALLINES
MOB NON EX1871
I AREAS WHERE FENCE POSTS'.
I I ATTACHED AND THE WIRE PU
ffi
14119°5429E 1240.@' '
996.04' 189.w 14.41P
7 01' 191 47 OPEN SPACE 304.19 15141
689*84'22"W 1314.97' SOUTH LINE THE F1IACIIO L V4 1 4
CRIES 4.05 ACRE SQ.F7) UNPLATTED LANDS OWNED BY OTHERS
24.05 ACRES _ UNPL 47TED LM/DS q UNPLATTED LANDS
16.03 ACRES i OWNED BY OTHERS 1 OWNED BY OTHERS
-RESIDENTIAL
)RAM CHOICE I S S CORNER
E
LEGEND CN1
I
=16.03 AC. TE2IPORAFlY CUL-W.SAC DETAIL IS CORNER M MONUMENT FOUND
CORNER MONUMENT FOUND •
'13.55 AC.) ■ MASONRY NAIL FOUND L OT 30 ' LOT 34 I SETBACKS
I8 AC.)1 TDR • I.O.D.IRON PIPE POUND _ y ' I 76'FROM
't�f,� 10.96' 60'SIDE YARD(LOTS(TREATER THAN 2.50 ACRES)
=24.05 AC. ■ 8 4 RoN REBUT FOUND '' 26'SIDE YARD(LOTS LESS THAT 2.60 ACRES)
Ned°6o23'E 467.76 50'REAR YARD(LOTS ORFATER THAN 2.50 ACRES)
-LOT'29 p 3/4'X te'IRON RESAR BET,WE%M , k7. 26'REARYARD LOTS LESS THAN 2.50 ACRES)10)T 31 160 LBS.PER LINEAR FOOT I
M 11/4'%1B'MON REAAR BET,WEIGHING 158.07 NBB'WM'E 467.36 DRAINAGE EASEMENT.
-LOT35 4.90.
)1 AC.) BULD NO ING,WHICH WOULD INTERFERE WITH OR CRANOETHE OPERATION Of PER LINEAR FOOT 00' / COMPREHENSIVE STORMWA7ER MANAGEMENT PLAN,SEDIMENT AND EROSION CONTROL PLAN FOR THIS PLAT,I
-'_- BETBACKUNE �_y 19 NOT LIMITED TO,BUILDING UPON,OBSTRUCTING,ALTERING,FILLING,EXCAVATING OR PLANTING IN ANY IOW
� eTORMWATER PONDS,WATER DRAINAGE DITCHES,WATER RUNWAYS,WATER CU.VEIM OR SERMS
'(5.46 AC.) ----17 WIDE UTILRYIOMINAOE EASEMENT ,q,,.,� UTILITY EABEME7R0
`4i',
PROPOSED DRIVEWAY LOT 32 NO POLE OR BURIED CABLES ARE TO BE RACED SUCH THAT THE INSTALLATION WOULD DISIVRSANY SU VEY9
O
VISION ALONG ANY LOT LINE OR STREET LINE.THE DISTURBANCE OF A SURVEY STAKE BYANYONE 18 AWOLATIOI
(2.6R AC.1 _. ,_ „ �. -•MN OF W SCON9IN STATUTES.UTILITY EASEMENTS AS HEREIN SET FORTH ARE FOR THE USE OF PUBLIC BODIESAND
-- MILITIESNAMNGTHE RIGMTn RPRWTNFARPA