HomeMy WebLinkAbout040-9999-99-035 a.
Wisconsin Department of ComrW,c� SOIL EVALUATION REPORT Page ofa
Division of Safety and BuildVand cordance with Comm 85,Wis. Adm. Code
County
Attach complete site on an 8 1/2 x 11 inches in size.Plan must
include,but not limit ve tal reference point(BM),d irection a Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to near
Please print all information. �r ° Review a _ Date
Personal information you provide maybe used for secondary purposes(Privacy Law,s.t � m)). ,�
- ^ 4'
Property Owner Qr n.19 �-
n! 1� 7 I� Gov.--k L 1/4 /4 S j T N R E(or)
Property is Mailing Address Lot# # Subd. Name or CSM#
Yq -0 -1 4
City State Zip Codev ❑City ❑Village ATown Nearest Road
1 1,5q Ul6,1 ( r JA� �/LZ ft.
ew Construction Use:.,Residential/Number of bedrooms Code derived design flow rate GPD
❑Replacement Public or commercial-Describe:
Parent material � a 3 Flood Plain elevation if applicable _ten/ Z ft.
General continents
and recommendations:
System Typed!dn'lel'o System Elevation 7 �
1 Boring# E] Bonn
far 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/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 I 'Eff#2
3 J= 75, S,• - 2
® Boring# a c
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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
Z r r31, / r h•►Fr
112-30 0 314 GI an ws6>ti ,.,Fr- cs //° Y G
Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD <30 mg/L and TSS<30 nVL
CST Name(Please Print) SignAW CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 /, —,;2 (2 l 3 715-246-4516
Property Owner_ Parcel ID# Page of
SBoring ❑ Boring
# Pit Ground surface elev. JU 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
Z
240 7ALA/t, 1h' M
a 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/fF
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 lication 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 I 'Eff#2
i
I
Effluent#1 =BOD,>30<220 mg/L and TSS>30 1150 mg/L 'Effluent#2=BODS<30 mgA.and TSS<30 mg/L
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SBD-8330(8.6/00)
• Soil Test Plot Plan
. 'project Name Kernon Bast Sha ird
Address 948 LaBarge Road
Hudson Wi 54016
M #226900
Lot 35 Subdivision Cottonwood South 1 st Add Dat 11/26/13
NE 1/4 N W 1/4S 1 T 28 N/R19
W Township Troy
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation TBD *HRpSame as Benchmark
203' Property-Line B M
Scale is 1" = 40'
unless otherwise
noted
90'
B-1
8% Slope
110'
10' 90' B-2 20'
112' 30'
45'
B-3
428' Property Line
Pro Town Road
S);
'EEPrBABT
COUNTY PLAT: LOCATION SKETC
COTTONWOOD SOUTH FIRST ADDITION (NOT TO ON"j10W
LOCATED IN THE FRACTIONAL NE7/4 OF THE NWf/4 OF SECTION 1,
T28N,RI 9W,TOWN OF TROY,ST.CROIX COUNTY,WISCONSIN,
BEr LEMENT OR.
CURVE DATATABLE QHWAUEN DR,
CURVE RADIUS CENTRALANGLE CHORDBFARMG CHORD LENGTH ARC LENGTH iAN0ENT IN TANGENT OUT
C7 239.00' 61'0987' N04.15'64.69i P01.1T 208.00 N89°802M NSO-4126-E �
C2 167.00' 96'6425' N13'37'62.6'W 249.97 282.46 N34'492n N629505W 1F7
C3 80.00 281.44'17 N63-5714-E 120.97 365,49 B34.4720W N40.64WW
C4 80.00 21W77* 823.5931.9W 30.09 30.24' S94'4920W 813°0743W
I AREA C6 80.00' 97°26'65' S3733'145'E 114.54' 127.66 813'OB'43W 878°7612-E
08 so.xa 1074798• N80Y959E 126.04' 143.53 878°16'722 1401'035" TOWER ROAD
C7 80.00' 45'6107 N23.5921W 62.97 84.02 N01'a9'5D'W N46-54'62W
CB SO.Oa 61.20'60• N21'1427W W. 71.69 N441430W N04Y5'S8'E
D9 233.00' 861103' 1428.4983.6W 255.67 27050' N04°25BES NB2'060SW
C10 239.07 23'1923 407'10'43.61V 83,79 94.44' N04.2636'E MIG-4725V
all M.W 43.17'40' N40'28'15W 171.90' 176.06 N18.4725W N62T505W
C72 233.00 274947` N70'S8'26.6'E 82.23' 82.84' 14222920E N002627W
C79 239.00' 08'8830' NIO-05'06'E 26.66• 28.57 N272320E NIS-40-50-E
014 299.07 iC19'IT N07.4tl11.6'E 88.79 86.87' N1E4BS0'E N00'2827W THIS INSTRUMENT DMFTED BYEDWIN FLANUM
C15 107.07 90.18'60' N4P91'5SE 238.76' 203.14' N68W5x2TE NOO-2627W JOB NO.13.18 DATE 11/11113
DUIRESA CIO 90.07 89'43'05' N46'1804.6W 127.87 140.93' N00.2632W $88°6723W
SABLE I
L L
I
pi
I I
I (COTTONWOOD SOUTM - i ;� I COTTONWOOD SOL/TH I
TED LANDS I 16 ( I 11
_BY OTHERS I I I C�jll I 13
DRAINAGE EASEMENT DOC I838E31 I I col
1318.80 L.- .0 N09-50'23-E ST DRAINAGE I IMEMENTDOC.183B237 '
319.90' Nt/4 CORNER
......._r 70.19 20.9.68._-- 1262 7 SECTION
-��- -••• ---••••-'--219.00'--"-_•• 624.48 758.85
-- ------ --r _
-- - POND
I 12s 'I 126'28 I �F�'�"C!•49��y OUTLOT 3 1 '
B2 i I I I y�"ryT I I OPEN SPACE i 1' H.W.L_1044.x0
48 ACRE
• 1 • I 1 I I I I I � 0'6! ; 237 664 SO.FT,
281 •• 11a H88 5=*E 48284' 1 1 WATER ELEVA71ON ON
MAY 15TH-10428
LOT 39 I I LOT 34 19 I LOT 33
iiz8 � I I 82.00 ACRES i I i I 2.01 ACRES
87.125 7,125 80.FT. 87,58280. .
! 8 LOT 9
LBD-1035 7..8.0.-1013.0 ,..
87,12680.Ff. 129 \
LB.O.-1a4e.o
I pp9 1 1Y9 I i'l \C, ._-------'-------_.__. \
1047.28 471.97
L- -'-- -
pDjl � °7P
LOT 27 \\ I
N.W23'E467.76' �� \ \ �\ 2.00ACRE8 \
TEMPORARYCUL-.-SAC �' \ 87,1228Q.Fi.
�sEE�40T€s�----SCHWALEN DRIVE �` g �y \ \
NB9'SD23'E 457.39 �' 1\� \ \�
38 --- 38 r _ W6023•E 428. Si
ae 47.39
--
.Di6� y
0nl _ I I-"_,_-•__,_.. ._-•-_•_ -�29
LOT 32 j 1 2.000ACREES 1H I -.. LOT 28
2.46 ACRES 67,768 So.FT. & / Ie
ED
O� pi 0S,z36BO.Fr. I I L.B.O.-1064.3 1 I 3 . 87,1208�0.Fr. y� €! ! &L---•--•--•- � _ DO 282.81'- 17.15..._._._._.) C4 C C7 \ L,--•--•--•--•--•-g71 tl23'ESBB.78`-•-•_,_._._._._._.� f -I I &•H�1 R-80' S75a23'E38S.18 b r --'-� \ e7 40 c6 ce �_� 70'2 ) LOT 29 2.00 ACRES
B7,14880.FT.SO 28 - - N44-4644-E 14.27,,�y _rg9 BM.ELEV-1074.17s - -- -- -- -- -
( LOT 30
13.SACKS
I SKIES SO.Fr. I ' NOTES:
TEMPORARY CUL.DE-SAC(W
REMOVED UPON ROAD EXTEN
I FENCE LINES ALONG THE EAS
PROPERTY HAVE AND ARE ALLIMOST NONNE%ITBTT
au
57 AREAS WHERE FENCE POSTS:
ATTACHED AND THE WIRE FOR
NBD°0427E 1240.02 n•
727 0.96.84'
� 1 1 7.P OPEN SPACE 304.18 legm 889.94'22-W 1314.97' SOUTH LIN F EFRACTIOdAL 11/40 EI 14
ORES .05 ACRE SQ.F7) UNPLATTED LANDS OWNED AY OTHERS
24.05 ACRES _-_________________ I UNPL 4TTED LANDS UNPLATTED LANDS
16,03 ACRES OWNED BY OTHERS OWNED BY_OTHERS
-RESIDENTIAL I lil
TRAM CHOICE I s CORNER
SECTION
LEGEND sE ,on 1
=16.03 AC. TEMPOS CUL-4E-s,ELc DETAIL I
ALUMINUM COUNTY SECTION
CORNER MONUMENT FOUND
'13.55 AC.) MASONRYNAILFOUND LOT 39 ,'o
` ` SETBACKS
t8 AC.)1 TOR 1'O.D.AM N P PE FOUND D /i y .' LOT 34 I 76 FROM
c ,0.07 60'SIDE YARD(LOTS GREATER THAN 2.60 ACRES)
=24.05 AC, ■ 8/4•IRON RESAR FOUND 40 26'SIDE YARD(LOTS LESS THAT 2.50 ACRES)
1-LOT 29 G 374'X le'IRON KRAFT SET,WEIGHING f,r 1489 8023 E 467.78 50 REAR YARD(LOTS GREATER THAN 2.50 ACRES)
1.60 LBS.PER LINEAR FOOT NB9'8029'E 25'REARYARD(LOTS LESS THAN 2.50 ACRES)
)T 31 ----rc--- ---
El 17/4'X18'IRON flEeAR SET,WEIOWNG 4156.OT NB76tl23•E 467.38 DRAINAGE EASEMENT:
i-LOT 35 4.90 LBe.PER UN Afl F00T 00' / NO OWNER OR RESIDENT SHALL DO ANYTHING,WHICH WOULD INTERFERE WITH OR CHANGE THE OPERATION OF
J1 AC.) �7 COMPREHENSIVE BTOflMWA7Efl MANAGEMENT PIAN,SEDIMENT AND EROSION CONTROL PLAN FOR THIS PLAT.I
--BUILDINGSETBACKUME �_- v. IS NOT LIMITED TO,BUILDING UPON,OBSTRUCTING.ALTERING.FILLING.EXCAVATING OR PLATTING W ANY DRAIN
'�\ STORMWATER PONDS,WATER DRAINAGE DITCHES,WATER RUNWAYB WATER CULVERT,ORBERMS.
17 WIDE DTILT1YIOflAINAGEEA3EMENT
'(5.46 AC.) --- �9a`'`• UTILITY EASEMENTS
PROPOSED DRIVEWAY LOT 32 NO POLE OR BURIED CABLES ARE TO BE PLACED SUCH THAT THE INSTALLATION WOULD DLR URBAW EIIgVEYS
OF WISCON9 N 9TATUTE8.LRIIL EASEMENTS A9 HERE N SET FORTH ARE OR THE USE O RIBLICSBODIEBAND
(2.5h AO �'�' •- ...,.,.,.,,, llfIUTIE9HANNO7HUTE13. TO TYEAS MENTSa