HomeMy WebLinkAbout022-1024-90-000 - --
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rnctude.but no:Fmnec is ve-n:a anc. a .a•re•erence coin. N; dtred.on an: Pori :
Percent slope.scale or dimensions no r arroN anc ia;atIo any distance Ic nea•es:roac. : 4- 0 tiZ -Joitl- -60 v
Please print all intormatior. /e//��V/��p/wr r Date
t>ersons.,rnomMYY va D'ovroe rr6e. be utec Ion eeranasr.2u'9osee iGrne7 Lau e •f. ;H • trn 11/1/a� . .I• 2/
Prooert Owlet' //�/ P•opertv Location -
/4 '/ / 42/lfL'�t tp✓ Gott LotsC e,1// s? TL(f N R/2 , 410
1 Property Owne-'s Nailing Adores ; Lot* Block# S . Name a"
�y � ,_i14,�- ! ?ems
City State .- Cade one Nrt.'rer ` 0 1 illag - •
own. Near ad -� �J
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Cotstr•.raior ,;se esloenta. Number b'be.i-oc-nc. 4 Cade derived oesign fio% rate GRO
L,Replacement //aa// Public a •rrie•oa-Descn
1 Parert<mmarina //!4i/E/r t-(.e'A-/ ealtL/d Fax Pialrt eievebor if applicable `1//l/1 212✓)4_ � R
Genescxrments kin+)-35YIIk C.-ic5 -Snc-40-?( "to01 siIkc. VOlDf4s15t �'l.c1IA*141.+10A'
.na recommendations: �"�
System Type l'a .L.,yy / .c.-- SystemElevation O
ng
7Betrg* gl Pitt Ground surface elev I 0 7l3ft Depth tc knitmg factor /c2 c in.
Sok Application Rate
1 hbnaon Depth Dominant Color' Ream Desciptan ! Textse i Structure Consistence Boundary! Roots GPD/fP
n. Mtnsei Ou.Sz. Cont.Color I ; Gr.Sz_Sh. I 'E!f#1 I 'Effe2
I o q fQ,,,3>lL_ 1 s/i i� , / i zi -- - 6I.
isi
Z. /c ,-P-60 /6 - k -f t alb ..) l • i/ 6
-3 64'/.26Ai, 3/& I1 -c_ O S , / ), fiii;g - C / (7
i 1 1
Boring
* &Pith Ground surface elev. 10.7,5 ft. Depth to limiting factor ,a in Soil Applicator Rate
Horton Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPO/IF
in. Munsel Du.Si_ Cont Color Gr.Sz.Sh. •Eff#1 •Eff#2
l D'lc) kyr 3/c_ s l it o' r)er e i- a"-' ' ‘ -
2- / -s' /4,e c'_ l . - . 7--</- sxi -g , ( e
3 5S-/ 01 �� 6 .� ES-- (2,r /nl /Xr /iJ,i - C-i,,
•r 1
4/ I 1 i
•Etfkrert#1 =BOD.>30<220 rig&and TSS>30<1 ,-.• Effluent#2=SOD.<30 nq/L e d TSS<30 ntg/L
CST Name(Please Print) :i. :tura CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address / ate Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 /, — -/7 2/ 715-246-4516
•
Property Owner_ Parcel ID# Page d
ft ❑ Boring nx
Ick Pit Ground surface elev.1 OJ h. Depth to limiting tailor /� in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture StnuMe Consistence Boundary Rods GPO/ft
in. Munsell Qu.Si. Cont.Color Gr.Sz.Sh. •EfI#1 'Eft#2
—
I 1 sl / .m . � • $
, yk _____
3 yLr- Lr /3 . .. s o z / N1l NJ4 ,, s v
d b Boring# ❑r Boring
up Pit Ground surface elev.[ 0 ! k 3 f. Depth to limiting factor / `0 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cord.Color Gr.Si.Sh. 'Eft#1 'Eff#2
1 G-,( � 2
3 SY-/.14yr, l� ' _G., . �1 / N)4 Ni4 • 5-// i?
0 Boring
Bing#
0 Pit Ground surface elev. ft. Depth to limiting factor In.
Sol Application Rate
Horizon )epth Dominant Color Redox Description. Texaure Structure Consistence Boundary Roots GPO/R
m. Muriel Qu.Sz. Coot Color Gr.Sz.Sh. 'Eft#1 'Eft#2
•Effluent#1 =BOO,>30<220 mg&and TSS>30<150 mg& •Effluent 1/2=BOD1<30 mg&and TSS<30 mg/I.
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Soil Test Plot Pla j
Project Name Kelsey McKenna Sh} m :ird
Address 447 Meadow Lane ,JA
Somerset Wi 54025 'STM #226900
Lot Subdivision D/'e 11/18/21
SE 1/4 NW 1/4S 9 T 28 N/R18 W Township IGnniddnic
Boring O Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Base of flag post
System Elevation TBD *HRpSame as Benchmark
•M.` 150' Proposed Lot Line
Scale = 1 /4" = 10'
110'
106' Area of poor soils
40' Ili I:-4
Proposed Lot Line A�
10'V
B-34
60'
60'
6% Slope
IJ B-1
B-2v
■
108'
Area of poor soils
Valley View Trail
CERTIFIED SURVEY MAP CSm".70a.‘? -o1S
LOCATED IN PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND PART OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 9,TOWNSHIP 28 NORTH, RANGE 18 WEST,
TOWN OF KINNICKINNIC, ST. CROIX COUNTY,WISCONSIN. ,
LEGEND it'i7 r ii `�� J t , ,t�_
S FOUND COUNTY SECTION CORNER MONUMENT n / `
0 SET 1 INCH OUTSIDE DIAMETER BY 16 INCH LONG I MAR 0 7 2022
IRON PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT
♦ SOIL BORING Si Croix Ccanty
Community Development x
— — — — BUILDING SETBACK LINE o
FRONT: 50 FEET 'u=
SIDE: 10 FEET MINIMUM o;" y
25 FOOT COMBINED MINIMUM g i
REAR: 25 FEET i' o 1
oo
— —940— — INDEX CONTOUR '^ 5 z c
INTERMEDIATE 2-FOOT CONTOUR
l z O W
C.B.A. ::•: CONTIGUOUS BUILDABLE AREA NORTH u
.; 12%-25%SLOPES
I / / I1
NORTH 1/4 CORNER SECTION 9 I'' 1
1 INCH OUTSIDE DIAMETER I ``
IRON PIPE 1 1 1
25%AND GREATER SLOPES 1 I\ `\ 1 1
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