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Wmconsin Department of Commerce SOIL EVALUATION REPORT Page � of
Division of Safety and Buildings
' in ccordance with Comm 85,Wis. Code> County ST` �r'k
Attach complete site plan t * r less than 8 1/2 x 11 inches in size.Plan mt
include,but not limitedrtica nd horizontal reference point(BM),djfjpn and �� Parcel I.D.
percent slope,scale o n ' ns,north arrow,and location and distan �Yoo n�rest road.
Please print all information. sT ' P R ew Date
Personal information you provide may be used for secondary purposes(Privacy Law&AP5.f)4(1®r //�
Property Owner ,n� Pi cation
Crinorl "4- �(�i i Govt.Lot AIC— 1/4 1W 1/4 S / T .2d N R y E(or)6
Property is MWIing Address ( Lot# Block# Subd. Name or CSM#
Cr W La-Bar t. d C',offnrsouood 3-4 I'A alAw.
City
StatLw Zip Code Phone Number CJ ❑City ❑village Town Near t Road
uc1So» Wt SHol4, ( ) .s tucY
19 New Construction UseO Residential I Number of bedrooms Code derived design flow rate 600 GPD
❑Replacement ❑ Public for Fommeraal-Describe:
Parent material_ 4 ll s TQ_i7�lJ Flood Plain elevation if applicable
General comments
and recommendations:
System Type-,wa ll nj System Elevation "0
Boring# E] Boring 2 /�
M f4 Pit Ground surface elev. J• 3 ft. Depth to limiting factor J in. Soil Applica tion 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 I 'EfT#2
® Boring# Boring /
Pit Ground surface elev. r ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munseli Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
F lA 3 1 a M ✓ rn f-r c-r [ F Q
Z s/ c 1 JenrIV- rnC-r- ,3~' l(C Y ,t;
Is A" Q.4 r 7 ,r' —tom,- r-,vfr ,7��- R�� ."+-- .G
Effluent#1 =BOD >30<220 mg/L and TSS>30<1 'Effluent#2=BOD <30 _
_ _ _ mg/L and TSS<30 mglL
CST Nam(Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5!W7 l 715-246-4516
Property Owner_ Parcel ID# Page of
F-S] Boring# O Boring in.
Pit Ground surface elev. } ft. Depth to limiting factor O 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 •EEff#2
O
,S" r Y/ SI - M- t"t v Fr n w . 2 •(e
F-1 Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. a0:11Nplication 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
❑ Boring
F-1 Boring# Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
•Effluent#1 =BODS>30<220 mg/L and TSS>30:5 150 mg/l. 'Effluent#2=BOD,<30 mg/L and TSS<30 mg/L
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SOD-8330(8.6/00)
Soil Test Plot Plan
Project Name Kernon Bast Sha L
Address
948 LaBarge Road
Hudson Wi 54016
M
Lot 33 Subdivision Cottonwood South 1 st Add Date 11/26/13
NE 1/4 N W 1/4S 1 T 28 N/R19 W
Township Troy
[-I Boring Q Well PL Property Line County ST. CROIX
IL BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation TBD *HRPSame as Benchmark
' Pro ert Line
7B.A 21
* Scale is 1" = 40
unless otherwise
noted
E
6% Slope
40' _�
150' �--' -3
30'
111'
30' 80'
B-1 10'
-2 113'
J
f
i
1
428' Property Line
Pro Town Road
COUNTY PLAT: LOCATION SKETC
COTTONWOOD SOUTH FIRST ADDITION NOTTo6So ";""
LOCATED IN THE FRACTIONAL NEi/4 OF THE NW1/4 OF SECTION 1,
T28N,RI 9W,TOWN OF TROY,ST.CROIX COUNTY,WISCONSIN.
MT T DR.
CURVE DATA TABLE
WALEN DR,
CURVE RADPA CENTRALANGLE CHORDBEAR04G CHORD LENGTH ARCLENGTi TANGENTIN TANGENTOUT
C7 239.ar 612857' N04.16'64,&E 201.IP 208.07 NeM23'E NSO-4120-E
C2 7arar 95.6426' N13'37'62.6W 249.BT 202.46 N34•4920E NO2°7606W V
C3 80.ar 261'44'17 N83-57'141E 12022 906.40 S34'492OW N40-64'62W
C4 som 21'8937' 82W6a31.6W 30.09 3024' 894.49'POW 819tl643W
1 AREA C6 80.0v B72BST S32'WI4&E 114.64' 127.00 S79°0649W 878°75'12-E
CO 09.ar 1 7 N60°1660E 12&04' 749.69' 87&'10'12E N01'03'60'W TOWER ROAD
C7 60.07 45°6102 N29.0921W 62.32 64.02 N0I*WWW N46.84152W
C8 BOW 612M N2161427W 09.32 71162 N46'64WW N04'25SVE
C9 238.W 0611'03' N26•46335W 266.50 270.67 N04°2060E NW05WW
CIO 233.07 23.1923' N07.1a4&6W iWTV 84.44' N042656% Nlr4726W
C71 233-W 43.17'40• 7Z2616W 17127 170.08' NIG-4725V N09ro60WW
C12 239.00 PY4947' N10°6826.6E 02.22 02.54' N222320-E NOM21W
C13 239.00' 0028'30 N19'0506'E PB.09 98(IT N22.23WE N76.46'50'E
014 23100 10.13'17 NOr4a11.6'E &5.70 0&87' 776°4660E NW-2627W THIS INSTRUMENT DRAFTED BY EDWIN RMIUM
C15 107.07 80.18'60 N14'4158'E 238.76 283.14'- NBW5023E NOM27V JOB NO.iS10 DATE 11Ai/19
WRES
-DAMEA c1e eo.ar ee•4sro6 N46'16'01.5W L12&.Br 140.99 NO0°2632W SB060'23W
�ASI.E I
I
I I ql
I
I I COTTONWOOD SOUT� ----I�jl I COTTONWOOD SOUTH �
LELD
B ORS l
DRAINAGE EASEMENT DOC#&98'231
1316.60 L.. .0 N99°00'23"E 910.90' DRAINAGE EA6EMENT DOC,#SSS231 ''
I g ._����I 1 I-� ..i...x.20.9.60....... I I ..t 1.2i l..b.2...•_..�-.-2•1_8.0 7.I.I, I I I' i .F.`�-�-s�.T.I j__ �I _...
. E CORNER
.. BCTIONI 73----• .40 H. _... OUTLOT a PO
ND
as' 6' za 26 N
H.W.L.10
41.ar
OPEN SPACE
It lie I 48 ACRES
'°' 237,064 60.
Fr.
261 •' ( I tla N8VW2TE 409.64' 1 4 WATER ELEVATION ON
j I I 76' I I 1 1 MAY 16114-10425
LOT 39 ( I LOT 34 I I LOT 33 I ;
87.125 SQ,FF Fr. I I Sao ACRE& I I 2.01 ACRES I
67,186 SO.FL 67.582 so. I LOT 20 1
1.8.0,.1043.0 j j L.0.0,1B43.o 1 1 L8.0.-,049.0 I I I 76' I 2.00 ACRES 1 12e t1
1 I g 6 1 87 12690.FT. 1�
L.O.-1046.0 j \
,_-,_ , __ _\ \
B.M.ELEV,-1047.28 471.81' ','--• J 74.60 \
LTEMPORAAYCUL-DE-SAC-- -•---- --' � -'' 3A89 26
LOT 27 2.00 ACRES 2 ,/3( �� �-`��rF ' \ \ 1� 07,12280.FT. \ I 0yL5j
�s E€5�----SCHWALEN DRIVE i
NSWW23`E 457.36 i'/ \ •\\
----- .- '_ 1
�.-- _
--- •' \ 1 \ -8117.94' 41.39, q
So
' sir-- 1 76
l
I '
�I j OT 32 I 1 2a&ArnES�� " t 11 LOT 29 j
2.46 OI 1 109,238 80.FT. 67,106 50.Ff. 2.09 ACRES I
4 1 L.B.O.-1064.3 / 1 / t (1.2�M \•\ 67,120 S0.FT. I + 1
j�
/ 1/ - \ \ I rbq mI
z B�
ml ,a �j
-•-•-•-sv.1&-- -----•-/ 04 c,\ \
I � �L* O �EIBB'b0'29'E 6BB.7B�•-•-•-._._._._._.� ♦ y I &tE1[0 � �I
BB•6a23'E30B.16 • �I
R-W CS 08 40
I Z
LOT 29 W 11,14111,Fl,
2.00 ACRES
EB�i 2E1g SIT II C_ N44' 4-E 14.za 12
... ..
I a osaa€ 1 _ C I
ELE4-1074.17 -- •- 'E 486A6 ._._--.
\. L_.--•--•--•--•-----•--•-=--
s
LOT
. go I
I
590,1E660 Ff. I NOTES,
TEMPORARY CUL-DE-SAC(W
I REMOVED UPON ROAD EKTEN
I FENCE UNEB ALONG THE SAS
( I D ARE ALPLIMOST NON EYJSTE
6a AREAS WHERE FENCE POSTS:
ATTACHED AND THE WIRE RIA
L----•--•--•--•--•-----•--•--•--•--•--•---- j
N69°6422'E 1240.09'
7 SCR B
- 1 a 84' t, OPEN SPACE 9W.10
189.65
8IWGW22"W 1314.97 LINE I E 1/4- 1
BW7 A AL 7 ,
CRES(1,745,680 A RE SQ.F7) UNPLATTED LANDS OWNED BY OTHERS
24,05 ACRES ---------------____ UN PLATTED LANDS UNPLATTEO LANDS
16.03 ACRES OWNED BY OTHERS OWNED BY_OTHERS
-RESIDENTIAL
TRAM CHOICE I
81/4
CORNER
SESECTIOIO
N 1
LEGEND I
=16.03 AC. AIUMINIIM COUNTY 6FCf10N
TEMPORApY CUL-DE-SAC DETAIL
CORNER MONUMENT FOUND
'13.55 AC) ■ MASONRYNMLFOUND LOT 35 85� I SETBACKS
I&AC.)1 TOR V O.D.IRON PIPE FOLN40 LOT 34 I 75'FRONT
Zf,KT'� 17.06 60'SIDE YARD(LOTS GREATER THAN 2.50 ACRES)
=24.05 AC. ■ 8 4'IRON REBAR FOUND ' 25' E YARD(LOTS LESS THAT 2.50 ACRES)
Ne9 s rz3 E 46778 5U REAR YARD(LOTS GREATER THAN 2.50 ACRES)
1-LOT O 9N'X 76'IRON REBARSEi,NEKTHNp Ere9'6o2s'e E i8 26'REARYARD(LOTS LESS THAN 2.60 ACRES)
)T31 1.60 LBS.PER LINEAR FO07
.ter---'-_--
0 1 114'K 16 IRON REBAR SET,WSIGHING TB.or Neino,23•E 467.30 DRAINAGE EASEMENT;
I-LOT 35 4.30 LBS.PER LINEAR FOOT Oa / NO OWNER OR RESIDENT SHALL DO ANYTHING,WHICH WOULD INTERFERE WITH OR CHANGE THE OPERATION Of
)1 A •)
COMPREHENSIVE STORMWATER MANAGEMENT PLAN,SEDIMENT AND EROSION CONTROL PLAN FOR THIS PLAT,-•_-BUILDING 8ET&ACKUNE __ M NOT LIMITED T0,BULGING UPON,OBSTRUCTING ALTERING,FILL NG,E%CAYATINOOR PIMITING W ANYDRAW
,., STORMWATER POND$,WATER DRAINAGE ORCHEe,WATER RUNWAYS,WATER CUI.VFAT6,OR BERMS.
12'WIDE UTIUTYA)RAINAGE EASEMENT •�'+,`
'(5.46 AC.) Q Lrt Lm FA6EMENra
• PROPOSED DRIVEWAY LOT 32 NO POLE OR BURIED CABLES ARE TO BE PLACED SUCH THAT THE INSTALLATION WOULD DIBTlA18 A41'6URVE1'0
O VISION ALONG ANY LOT LINE OR STREET LINE.THE DISTURBANCE OF A SURVEY STAKE BYANYONE 49 AVIOI EY g
(2-M AC.I "' omu.re�n n OF W SCONSIN STATUTES.UTILITY EASEMENTS A9 HEREIN SET FORTH ARE FOR THE UBE OF PUBLC BDDIESAND
n _ e UTILITIE8HAVING THE RIGHT TORRAVFTWARKA