HomeMy WebLinkAbout040-9999-99-027 w� Wisconsin Department of Commer SOIL EVALUATION REPORT Page of 2
Division of Safety and Buildings
accordance with Comfn QQ Wis. Adm. Code
County 971, Go iX
Attach complete site p o ape of less than 8 1/2 x 1 es in size:f�latyst
include,but not lira t erti and horizontal reference��direction' Pid Parcel LD.
percent slope,sce im sions,north arrow,and location an gg to nearest road. ...1� .
S" �wi
Please print all informatWi/yo, " R 'ew b Date
Personal information you provide may be used for secondary purposes(awl ,s.15.04(1)(m)).
r
Property Owner Property Location
- Govt.Lot A18 1/4 Al(,/1/4 S T 2 N R l 9 E(or)O
Propft Owner's Mailing Address Lot# 11 Block# Subd. Name or CSM#
`4 d C ' ' ` Coif a�,r,�od� �ouf� / 0 ..WAW.,
City State Zip Code Phone Number ❑City ❑Village EgTown N rest Road
New Construction Construction Use: Residential/Number of bedrooms_� Code derived design flow rate ('00 GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material 41,115 Flood Plain elevation if applicable !V41 ft.
General comments ,
and recommendations:
System Type System Elevation Tr3 Q
F ng71]
# E] Boring ,�-
® pit Ground surface elev. � R. Depth to limiting factor l 0 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 ff#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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
—/ r3 -51 MFr C s fin.. .6 /•
/Y-S e I .2rrrsb(c vnf✓ J"� /F , y ,
Y-1 10411. rs
Effluent#1 =BOD >30<220 mg/L and TSS>30<150 -,Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluat_ion Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 `// FF%%���l/l/JJ -�/ 715-246-4516
1
I
Property Owner_ Parcel ID# Page of
❑ Boring
® Boring# pit Ground surface elev.�ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure jistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Cob G
a�
'Yt >ti 01
F-1 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# Ground surface elev. ft. Depth to limiting factor in.
11 Pit Soil ication Rate
Horizon 7epth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
II
I
Effluent#1 =BODS>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
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SOD-8330(R.W00)
Soil Test Plot Plan
Project Name Kernon Bast shau ird /
"Address 948 LaBarge Road
Hudson Wi 54016
C #226900
Lot 27 SubdivisionCottonwood South 1 st Add Date 11/26/13
NE 1/4 NW 1/4S 1 T 28 N/R19 W
Township Troy
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
190' Property Line
Scale is F = 40'
unless otherwise
4' noted
B.M.*
B1
0% Slope
B-2
120'
i
B-3 35'
90'
46' Property Line German Ct.
/v C6,
COUNTY PLAT: LOCATION*KETC
'EER-91-.97
COTTONWOOD SOUTH FIRST ADDITION
SECTION 1,
LOCATED IN THE FRACTIONAL NE1/4 OF THE NW7/4 OF SECTION 1,
T28N,RI 9W,TOWN OF TROY,ST.CROIX COUNTY,WISCONSIN.
SET
LEMEM OR.
CURVE DATA TABLE WALEN OR.
CURVE RADAIS CENTRALANGLE CHORDBEARWO CHORDLENGTH ARC LENGTH 7ANGENTIN I TANGENT OUT
C1 233.07 61'0957' N64'15'S4.6'E B01Ar 808.07 NB06019E N374128'E x
C2 187.7 98.6475 NIWW'52.6W 249.97 232.46' N34.4B27E NeY0506W
1.~i
C3 Saw 281.44'17 N83-SP14-E 120.9@ 386,4@ 834y9'80W 1446.64"
C4 80.07 21.3937 823'S9'31.SW 30.08' 9024' 894.99" W 818'Oa43W
S AREA C6 80.017 91.2565' 88783'145E 114.54' 127.8@ 813.OB'43W BIWIV17E
C' SO.07 10747'38• NSWIB'SK 126.04' 143.63 878'18'12'E NO7. MIN 70WEARM
C7 80,0@ 46°67'02' N23'8921W 82.92 89.02 N01103WW N46'5482W
DO 80.07 51.20'87 N21.142M 80.32 71.09 N48'64'62W N04'2587E
CB 233.07 88'3109' 1428'4933SW 26650 270.57 N04'YSBBE N52VSD59
CIO 23107 23.1323' N07.1743.5W 93.79 94.44' N04'2556E N18.4725W
Clt 233.Oa 43.17'40' N401815W 171.90 178.00 NIB-4725W I NOM05W
012 233.07 274047' N10.5020.6E 92.20 82,84' N2M27E NOD°2B27W
C13 233.00 073BSa N19.0595E 28.80 28.87 NP72920E Ni5.48'S0E
014 233.07 16.13'17 NOP4711.IE 08.7@ 697 N154B57E NW2527W THIS INSTRUMENT DRAFTED BY EDWNFIANUM
C15 187.00' 90.1060' N44.418BE 230.75 .14' NW5023E NOO'2B21W JOB N0.13.16 DATE 11,01/18
XNRESA CIO 90.7 8&•4397 N45.1804.6W 128.97 GABLE N072'32W 988•5729W
I
I JSO C OTTONWOO ---) �I I COTTONWOOD SOUTH
B O RS ! 18 f I I--- if I L4 11 I L 1.l
DRAINAGE EASEMENT DOC.1838281 I I I I . I
1315.50 ,W.1.- .0 N89°0(1'23"E 88' �' DRAINAGE EABEMEM DOC./83B231
31*.BCV Nt/4 CORNER NORTH LINE bmill 1120159
... 10.1@ 12.62
- ---,. 203.6@--.. 218.00'�����•i 7• 624.46 156.w' SECTION 1
,� •_-•__._ .__._�. ..�.... POND
_ 1044 0
g .
•1 I Q6' 6'I I B6'BY I I I m I �+ I I OUTLOT 3 ! 1, H.W.L-1014.00
Elf i ^I HW I ! OPEN SPACE I °
1 I 11 I 11 I I 1 1 Fey I
237.664 SO.
251 � 76'( I I 1747 NBB°6723E462.64' ! 1 I WATER ELEVATION ON
`., MAY 16TH-10425
I 1 , �
eOTcR3E5 I I LOT 34 I I LOT 33 r.,. •--•- 1 •- � ��
2.00 ACRES 1 I 2.01 ACRES I 1 I , ,
1 87,125 S0.FT. I ! 67,125 80.FT. 87,552 80.FT. I I LOT 2*
1.8.0..1043.0 i i L.B.O.-10"O 1 I L.B.O.-1043.0 I I I 75' 2.00 ACRES Glig 126 t�
@ 1 87120&0.FT. IR�i
I I L�.O,-1048.0 j '\
B.M.ELEV.-1047.28 471.91-
P / / -W •--•--•-'�25
1 �
L-- \<- --- ---- LOT 27
NBWW23-E 467.76 . \ \ 2.0 ACRES
TEMPORARYCUL-DEBAC - \ \• 87,122 SO.FT. \
BE NOT€4j ---SCHWALEN DRIVE n �`� \ \
N876a23'E 467.36 \ \ \
/ \ 1 \ --9B1.a4�•-• !9-• . ash
90 r
col I r----------- - \ \ i (� - -e\
[� 26'2@ r I I
W( 4 ! LOT 32 1 a I
LOT 3%t3H 76, 1 I i _.. LOT 29 �1�\ s
I 2.00 ACRES • I �1
1 8,2 ACRES 87,16'80.FT. {
117 108,23'80.FT. i i L.S.O.-1054.3 / 1 /I ceti.T \' Bi,020�Fr. I a OI
_•__• J Lam._-.__._-._�J -A3�j Be 1
I _.-•-----,-ay.1a- -'-------� a L'jC C7 --'-
g7 111 I pI
O( � a '�"• �-._.-.. _NN•80'23'E6BB.7B'-•-'-•-•-._._._•_•-1 • �I I &
yl $ I I fl I qe� 388.1@ w O�
=-•--•--•-- ----------
�
C5 CO
LOT 29 ( �I
/ 2.00 ACRES
yl 1 �i' e7,14e80.FT. I QI
ji 2 I
�•y J j i 28�---•--•-r13co�aa'E6,Sa-'-�na•46u'Et 1:4 2!.4
50, - gyp - - :tZJ
I I
/ e
LOT 30 1
I&A5 ACRES
1 590,125 80.FT. I � � NOTES,
TEMPORARY CUL-DE-SAC(W
L I REMOVED UPON ROAD SKIER
1 FENCE LINER ALONG THE EAS
PROPERTY I AND ARE LIMOS N NW6Tl
i AREA.WHERE FENCE P03T8:
Rf
ATTACHED AND THE WIRE FILM
--•-----•- •-- •--•- •--•-- -
NB9'5427E 1240.E
ii 936.84'
193.68 1 97.21' OPEN SPACE 304.7@
188.67 1 7
*89"84'2M 1314.97' 90UTHLIN I EFRACTIO A E1N E 1
CRES .05 ACRESQ.f7) UNPLATTED LANDS OWNED BY OTHERS
24.05 ACRES _ __ _ UNPLATTED LANDS
18.03 ACRES UNPLATTED LANDS
I OWNED BY OTHERS OWNED BY_OTHERS
-RESIDENTIAL I
TRAM CHOICE I s CORNER
SECTION I
BE N
1.808140 I
=18.03 AC. TEMPORARY DUL-DE-SAC DETAIL 19 CORNER MONUMENT FOUND
. COflNER MONUMENT FOlNJO
'13.55 AC.) MASONRY NAIL FOUND LOT 38 8, r LOT 34 I SETBACK*
{8 AC.)1 TDR 1.O.D.IRON PIPE FOUND / ` I 75'FROM
10.06 UY SIDE YARD(LOTS GREATER THAN 2.60 ACRES)
=24.05 AC. ■ 3/4'IRON REBAR FOUND / 26'8112E YARD(LOTS LESS THAT 2.60 ACRES)
ue9 5p'e3E 9577@ 60'REAR YARD(LOTS GREATER THAN 2.60 ACRES)
)-LOT'19 Cl 314'K 1&•IRON LINEAR A FO T,WEG4ING Ng,.ga2gE .r p 26'REARYARD LOTS LESS THAN 2.50 ACRES)
)T31 1.Tq 1B9.PER UNEAR 1007
11A1'K 16'IRON REBAA SET,NEIGHING y1 .07' 1489.6720E 487.3@ DRAINAGE EASEMENT;
I-LOT 35 4.30 LB9.PER LINEAR FOOT jo 0' , NO OWNER OR RESILIENT SHALL DO ANYTHING,WHICH WOULD INTERFERE WITH Ofl CHANGE THE OPLRA7pNq
)1 AC) _ COMPREHENS VE STOflMWATER MANAGEMENT PLAN,SEDIMENT AND EROSION CONTROL PLAN FOR THISPIAT.1
BUILDING SETBACKUNE I9 NOT LIMITED TO,BUILDING UPON,OBSTRUCTINQ ALTERING,FILING,EXCAVATINGORPIANRNG NAMSTORMWATER PONDS,WATFA DRAINAGE l=l.",WATER RUNWAYS,WATER VATING O OR NT.12 WIDE UTILRY/DRAINAGE EASEMENT '` UTILITY EABEMEM@(5.46 AC.) PROPOSED DRIVEWAY LOT 32 NO POLE OR BURIED CABLES ARE TO BE PLACED SUCH THAT THE NBTALLAIION WOULD DISTURB AM SURVEYS
VISION ALONG ANY LOT LINE OR STREET LINE.THE DISTURBANCE OF A SURVEY STAKE BY ANYONE IBA NOLAT01
(2.58 AC;.) "• onuune c."c.. OF WISCONSIN STATUTES,UTILITY EASEMENTS AS HEREIN SET FORTH ARE FOR THE USE OF PUBLIC BMESAND
n _ cur. r.. UTILITIES HAVING THE RIGHT Tn RR6,PTHF ARfA