HomeMy WebLinkAbout018-1012-50-001 w1°mn r De ,en:of r "{ ui 0 5 2022SOIL EVALUATION REPORT Pape_0._
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percent dope,state ce dime^. .arrow arc locator and distance tc nearest roar. i
Please print all information. Revipwed by LI ��� � Date 17///(7
PHione rntomwbor rot;rove*me.be uses to seWnw')pw+'Doses ionve Lew.r 't..W '`(m)`_ i -7/ /
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I ' P'C)JeT Locator �7
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i Property AI-ro's IJ.aiY. o / I Lat 0 j Moot(h i Said Name or M# Ile yam, C$1-
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ate Zip Cane Pnane rNrn.& + r arty [Village g.Towryl ?yrest R9,ad
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9Nee Construction use P,estoenta,'Number o`bed'oo'ns Code derived oesigr.Itow rate /Jb 3PD
u Reaeasmern 2 C.t 1-S� Public o' mr,e'_ be- __ _._
Pararx matena' jf..Witt `,{(/r Fboc Pier elevator'ea tie A-'/ nix K ft.
j Genera comments 3 CJ� A.of;t .✓ M,;> /44_6 etV...-m- —
ant rsmrm ndabons:
System Type / r- y l4Y System Elevation / J?LJ
1 Boeing it (❑, Boring /(c. Pit Ground surface ebv J•2 ft. Depth to limiting factor .'S� r
K .
GPI Application Rohe
Flortaon Depth Dorninere Color) Redox Desaiptort i Textre Structure Consistence I Boundary Roots GPD/fla
in. Mtnsef I Ou.Si Cont Color I
I Gr.Si.Sh. i 'Efr#t 'OnI 0 -7 g �3Ic- j S .< ",II er tR. • 6 i' 0
2 - 4 /9,y 3/ ! / jw (c - 6 . S
3 -9 2 sy, ti, -- s/ /,ts�i�k ti,4. w,, • y . 7
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el. BorrIg# 2 acting
Pit Ground surface elev. 93 i ✓R Depth to knifing factor yd in. Soil Applicaticn
Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPORF
r. Mansell Qu.Si Cort Color Gr.Sz.Sh. 'VW I *Eff#2
3 turn , ' (, S/ ink �/� A"i.1 -4/ 7
r
•Effluent#1 •BOO.>30<220 moil and TSS>30<1 . 'Effluent 1f2•BOO,<30 inW end TSS<30 rook
CST Name (Please Print) Agnature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54r- /- g - 2 715-246-4516
<
Property Owner_ Parcel ID# Page of
3 Boring ElBoring S 2 �,
Pit Ground surface elev. ft. Depth to limiting factor / in. ' Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh •ER#1 'ER#2
lip
04-5Y // /
1�1 - • Z r
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 GPDRf
in. Mussel Qu.Si Cont.Color Gr.Sz.Sh. 'Ef►#1 'Eff#2
Boring ft
Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rate
Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPM'
Mussel Qu.Sz. Cont.Color Gr.Sz.Sh. •ER#1 'Eff#2
•Effluent#1 =BOD.>30<220 mgtL and TSS>30<150 mglL 'Effluent#2=BOO.<30 mg,L and TSS<30 mg&L
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• Soil Test Plot Pla f,
Project Name Tony Czerminger S n Bird
Address 1146 160th St.
Hammond Wi 54015 f TM #226900
Lot Subdivision Date 6/28/22
NE 1/4 SE 1/4S 6 T 29 N/R17 W Township Hammond
1111 Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1 .5" steel pipe
System Elevation TBD *HRpSame as Benchmark
Scale = 1 /4" = 10' A
Property Line
A
6% Slope
93' : 45' 10035'
—OH 30' •AB.M.*
95' 7 7 90' " " �
B-3
600'
160th St. V
RECHEDI
CERTIFIED SURVEY MAP JUL 05 2022
LOCATED IN THE NE 1/4 OF THE SE 1/4 OF SECTION 6,
TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF St. Croix County
HAMMOND, ST. CROIX COUNTY,WISCONSIN AND Community Development
INCLUDING ALL OF LOT 1 OF CERTIFIED SURVEY MAP
VOLUME 31, PAGE 6896, DOCUMENT NUMBER 1118087.
Bearings are based upon the The parcel(s) shown on this map are subject to
St. Croix County Coordinate State, County and Town laws, rules and regulations
System, NAD 1983, (1991) (i.e., wetlands, minimum lot size, access to parcels,
Adjustment. The east line of etc.). Before purchasing or developing any
the SE 1/4 bears S00-04-23W. parcel(s), contact the St. Croix County Community
Bearings are expressed in Development Department and the Town for advice.
degrees-minutes-seconds. 1st
Distances are expressed in Certified Stney_Mae
decimal feet. See County Volume 2,_Page 320
Surveyor's Office for Section Document Number 336298
data.
E 1/4 Corner
Unelatted Lands. Sec.6-T29N-R17W
N89-06-46E 1320.48 Found Survey Nail
— -e 1287.48 33. l
mo f 1at-L 8 - �'•
Area Including Road R/VV t 4' Certified SurveiMae I I I
LOT 2 435.715 Square Feet Volume 31 Page 6896 �"
10.003 Acres Document Number 1118087 . .
o Area Excluding Road RI • N IF, I
m 424,825 Square Feet House Well 8 • • o.,
9.752 Acres g I sQI
3 8 i
11
WI § NE 1/4 -SE 1/4 1287.60 L —
0 IT
1i L N89-06-47E 1320.60 X \ 33.00 te N
z ,h SEC.6-T29N-R17W N,1 81
8 \ Area Including Road RNV: 8 . gig
435,757 Square Feet
s ��s -1 ;4-7 10.004 Acres
Area Excluding Road RfW jo �t �,
�, LOT 3
$ • a)
el 424,866 Square Feet
9.754 Acres I «i
J
rn cot )
1287.72 33.00
cn
•
S89-06-47W 1320.72
M �
o I
Unplatted Lands ;
SE Corner i
Sec.6-1-29N-R 17W
Found Survey Nail
�I\uIIIIII IllllONSllu,
'
Legend "SC\ / '%
= Found Survey Nail Monument =O