HomeMy WebLinkAbout018-1044-04-000 (3) � m C -ai)q -05g
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Wisconsin tof rrae��`9 SOIL EVALU TION R ORT A Page of
Division of Safely and BuWl s 1 b65 11.k /1•v(,
�,,lStYa ., with Comm 85.Wis. Adm. Code coCountyCounty / ;cs...
Attach oomPletd site plain, ..,= s than 8 1/2 x 11 inches in size.Plan must �j 1
include,but not I)rntte0,lr , and horizontal reference point(BM),direction and Parcel I.D. PA.c--�-
percent slope,s m- • t iensions,north arrow,and location and distance to nearest road. c> g' -)04a- O4-bo17
Please print all information. Revie yby l `4 i ( Datte/I
Personal ilronrl.eon you proude may be used for secondary purPosq(Pmscy law.s 15 04(1)(m)) ( (,J( 7` L�
Property Ownerr�'/ / ^ ,(/ Properly Location 77] !rJ
L/t �.!///L� - -/L 4,ol - Govt.Ld$LJ t l��1/4 S �T Z q N R 11 E(or)W
Properly Owner's Mailing Address S�• if a Block it Slbd Nartng.p dC /e 7 3 0-4gi t
State Zip Code Phone Number 0 City/ / ❑Village Nearest Road
s ki )s ' i (4;/ )3 3 -2V7J /` 44, ) 8 Neu
New Construction Use Residential/Number of bedroomsy Code derived design flow rate 4 D_ 7 GPD
0 Replacement �`I/ Public or conici`°al-Describe: ---_--- _-_-
Parent material t.. k., I("6X•i-1 Flood Plain elevation if applicable N//4 7Ct4 (( ft.
General is .CO
i CM n S� e r I ed•
and recom meridabonnrs:
System Type![O�Y 9� _ System Elevation ! g- ‘;I
s ❑ Boring
/ A.pit Ground surface elev. ?lc/Vt Depth to renting factor_ 21Ein.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
In. Mtrtsel Co.Sz. Coe.Color Gr.Sz.Sh. 'Ertel 'Ef e2
I 0 '/0 /U,r--3/� - s/ .- ' ( .1- a2-- - ' ,4 17
z /o-om ,w S1 „t fiA /n , f�``2 f>� - ‘/ / 7
3 4><�s-q , 3/Z/—//' s//-y V1r- —.n— ,n , �"i�4 ev/A - Z , 4
Boring x E Boring
Ground surface alell/ Oft, Depth to limiting factor aVi n. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fr
in. Munsel Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eifel /'EfHl2
-/ L 3/z �/ ('r 1 n //t.�
3 aY-Y /4,. 3/ t (•_ ,--(4, z/tc">•-.w^� - /vi,¢ ti/4 , Z , h
• 9"
Effluent 1$1 •BOO.>30<220 n1lyL and TSS>30<150 •,f 'Effluent f12=BOD,<30 marl.and TSS<30 mg/L
CST Name(Please Print) Sim CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 //'/9 715-246-4516
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Property Owner_ Parcel ID# Page of
Boring# �❑- Boring /
0<1 Pit Ground surface elev.. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Desorption Texture Structure Consistence Boundary Roots GPDffr
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
l a�L3/D 312- S// / - ,/, cs- - - 6
Z 13 L7 10y/'S/ �� Jm F.fiai< //off/ .�C� 1/ - `I
3 27-ye40y, 3/ -�'� -1i�v1-� .,;471 /v/r¢ , i ,tR. i
Boring# ❑ Boring
❑ Pit Ground surface elev. R. Depth to limiting factor
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMt
in. Munsell Qu.Sz. Cont.Color Cr.Sz.Sh 'Eff#1 'EfI#2
# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rate
Horizon ')epth Dominant Color Redox Desaiption_ Texture Structure Consistence Boundary Roots GPD/f!
in. Munsed Qu.Sz. Cont.Color Gr.Sz.Sh. 'Elf#1 'Eff#2
•Effluent#1 =BOO,>30<220 mgrL and TSS>30< 150 ng&L 'Effluent#2=BOD,<30 ng&L and TSS<30 ng/L
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Soil Test Plot Plan
Project Name Calvin Schwartz Shaun Biro
Address 865 162nd St.
Hammond Wi 54015 +
CS 1►� #226900
Lot 3 Subdivision Date 5/19/19
SW 1/4 NE 1/4S 20 T 29 N/R17 W Township Hammond
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation 98.6' *HRpSame as Benchmark
Scale is 1" = 40'
unless otherwise
noted
to 87th Ave 5% Slope
96'
B-3
97'
B.M.'
98' e •
B-2 B- 1
390' Property Line
200'
A
250' Property Line
Scale = l/4" = 10'
19 Acre Parcel
630' Property Line
0 40' 80'
I
646' Property Line
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SOIL TEST LOCATIONS
CERTIFIED SURVEY MAP
THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 20, TOWNSHIP 29 NORTH. RANGE 17 WEST,
TOWN OF HAMMOND, ST CROIX COUNTY, WISCONSIN
Nortn 1/f. Corner
Section 20-29-17 ,a PREPARED FOR
Aluminum Cap -4- Calvin Schwartz
z .. UNPLATTED 865 162nd Street
w N i Li, ° ,3 LANDS Hammond. WI
NW Corned* N89'33'35.E 1294.96' 'NE Corner
of SW/NEa °of SW/NE
OUE/Of ^' Ip
area n`'•-, soil test LOT , 371,600 sq.ft. .,
15,624 sq.ft. ^•o- 0. 8.531 acres 0
0.359 acres 66_00' S89'33'35'W 1294.59' a
87th A•SnJit S 10.00 See P 3 1184.591 a
( g.
�6 = Detail
i �,a`.'- 8 g m ,C
-_
=ti Q "-o% LOT .3
Y� T-1 sod test 3r,�J 0, eig 837,458 sq_ft iv i2.
�/ 9/ . a 0 250.00' 19.225 acres c
cp ti
2/ Q/ ; 'esN89'39'40"Ea to
O/ O/ / N 10 a'
•/ Q/ ' CO�,0/' o `
7' `/ LOT 2 • Li ucC7
re/ / ' " 8 '.' soil test 1.0
v�CoCcC '�
w N 489,109 sq.ft. 'o o 'i \`� - h
;, 0 11.228 acres c =
U 4
West 1/4 Corner ''
Section 20-29-17
Aluminum Cap Ni a•T.
.`589'45'45"W SW Corner 646.62' 646.61' SE Corner°589'45'45.W 0�
f 2624.50' Tof SW/NE 589.45'45.W o 1293.23' of SW/NE. 1293.23' t
72'$ 8 5210.96' East 1/4 Corner
L a i" = UNPLATTED Section 20-29-17
° '',3 LANDS Aluminum Cap
%f } No owner or resident shall do anything, which would interfere
f
South 1/4 Corner a with or change the operation of the approved comprehensive
Section 20-29-17 stormwater management plan, sediment and erosion control
Aluminum Cap plan for this Minor Subdivision This includes, but is not
limited to. building upon, obstructing, altering, filling,
excavating or planting in any drainage easement(s).
c/ny/_ stormwater ponds, water drainage ditches, water runways,
water culverts, or berms
PREPARED BY
�I
� SCALE: 1' = 300' Joel A Brandt
'W -; 6 JB Surveying LLC
��i
0' 300' 600'
LEGEND
0 Found Government Corner
North is referenced to the
North-South Quarter Line o Set 3/4" x 18" Iron Rebar
of Section 20-29-17, weighing 1502 lbs /lineal foot
which bears N00°21'28"W a Found 1 25" Iron Rebar
(St Croix County Grid System) (0.00') Recorded Data Sheet 1 of 3 Sheets