HomeMy WebLinkAbout020-1062-60-200 • 1 Csrd cc? ( - 08
APR 16 2021
v✓,amns,nDepaoeentofCar)mer..e SOIL EVALUATION R PORT page o'_
Ovabdr.o`Safety anc Buildings
elaccorcanee wrtt 'Comm 85 Ms Adrr.. Coot
Attachcomplete site plan or paper not less than 5 1. inches x 1 in.size.Plan must i Ca<rxy ?f l'�
include.but rot limited tc vertica':anc honzonte refarenx port'BM) direction anc Paroe I.D.��I v^ -/a(�/� GO �Y�/j(/•
proem slope.scale or dimensions.north arrow anc location and distance tc nearest road.
Please print all Information. , 7
Date ,
Persona ofonnsnor yov vevae ma) be usec iceseconoan NrPaes(Prwec)Lew,r t!NI;1;(m 1 [/)� I Revle�sd [ e! SL / 17 /7 ` -
Properh i Property Locatro.r
T ‘{. I Al CIr 1 Govt.l.ot ,r '!4l(,(��;4 SZ3 T 29 N R q E', '
Property Owner's Mailing Address Lot a Blau a &bd. Name cr CSM#
--) 14 .5— r t 1L/� i -1--- �- / /3 ?3
City (t//t� ISt'ate' 'AP�j P ,�rrCer City('J/, �'(//WrJ�rage__�)jown � re/�a/rest Road /
1/L/'�^'�'l./l/ 'LA 1,�ti �i V; ! / '[-t�C�/tp — I / ,4 !
gn-Sithe Construction vsa'$r,F esrdentia;Number of bedroorns .?/1 Code derived design flow rate 41 ) / 6 V G GPD
C Replacement igL a Go or�mrr`ier'aa-Describe
Parent material JTJ er._.V 7f-NAN- - Flood Pam elevation if applicable /Vi/T R
IGenera carrrnerrs
!and recatimencii ohs: 0
1 System Tyne X i ` 7/L.-C/ -0 - System Elevation 7--,--
Bonn
IBoring* tT(❑7L Ph g Ground surface elev. /CO I tin to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Reoox Description Textre i Structure Consistence Boundary Roots GPO/ff
in. Munsei Ou.Si Cont.Color Gr.Sz Sh. 'Eft#1 'Eff#2
6-12- / Uri3hz 1 d, y/- (r) ;PA-' , 6 /iL2
Z Iz--- k, /uyi ly c I ;,,,-AK .- L L�2 — )4 /`( i -G
3 .- -70 (or, (/ ► Icy, 1i 6, /-/ic v -"I- - .4., NI 4 N1r4 - 4/ 7 i
Z �,,�# jo❑ Baring S
Pit Ground surface elevl C '• Depth to ft. limiting factor D in. sat Application Race
Horizon Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPM'
in. MLrtsel au.Sz. Corti Color Gr.Sz Sh. 'Eff#1 'Efgt2
t D 3 /4 -5/Z. ii Av--- //r'&-- G J— .
o� G /
3 a'f/-sZJ/ /y jp S Q o� .i ,f//f� /v/A , 7 / b
•E1lrrtt#1 =BOO.>30<220 ntpt and TSS>30<150 / •Effluent#2=BOO.<30 mg/L and TSS<30 mp,L
CST Name (Please Print) ,,,� re CST Number
Bird Plumbing, Inc. Shaun Bird - 226900
Address .-' Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 540. 9 _/ C'/--0 .( 715-246-4516
r'
Property Owner Parcel 1D X Page of
Boric
# ly� Boring / -
105 Pit Ground surface eleK£7 �0 1 i ft. Depth to limiting factor //.2 n. Sol Appication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD$f
in Musell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Efffll 'ERp2
0'1 / r3/L- -- ,,J 2 m Cr � 6
— o Ci .71 ,
> Yo-7n/ -`/f /7/)< Sj„ /ti u( - ' -- f�. N)�4 nit • '7 / 7
Boris ❑ g
❑ Pit Ground surface elev. It. Depth to limiting factor in.
Sal Application Rate
Horzon Depth Dominant Color Redox Desaiption Texhre Sbuct re Consistence Boundary Roots GPDJff
n. Musel Ou.Sz. Cost Color Gr.Sz.Sh. 'Ent 'Efkf2
Boring ft ❑ Bang
❑ Pit Grand surface elev. ft. Depth to uniting factor n.
Sol Application Rate
Horizon lepth Dominant Color Redox Description. Texans Stru ttre Consistence Bandary Roots GPDJff
n. Mussel Du.Sz. Cont.Color Gr.Si,Sh. 'ERM1 'Eff#2
•Effluent 41 =BOO.>30<220 ng/L and TSS>30< 150 mglt 'Effluent#2=BOO,<30 mg&and TSS<30 mg/I_
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ssauw(limo
Soil Test Plot Plan
Flroject Name Paul Ibinger Shaun.
Address 745 E. Highway 12
Hudson Wi 54016 CS IF#226900
Lot 2 Subdivision Date 4/14/21
SE 1/4 NW 1/4S 23 T 29 N/R19 W Township Hudson
Boring Q Well 1'L Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD *HRpSame as Benchmark
•
Scale = 1 /4" = 10'
Property Line
♦
"1.8 A
To Highway 12
B-2
30' , 15'
11r
5% Slope �� 150'
B-3
90'
pr
230'
B-l r/
100'
101' 102'
Property Line