HomeMy WebLinkAbout030-2004-91-120 . HECSVED P A I 1) (ST-)0a 1-39 y
VJisrWn Department .. .rag.? 2 9 Z
m SOIL EVALUATION REPORT (/ P a_
Division d Safety end - .• _ St-Comm e e 85,Wis. Adm. Code 3 j{ `,I I I f li t•
me c L' CO/I`-
Attach complete site plan . , -J s ev • x 11 Inches in size.Plan must Cobh
indude,but not limited to: - . and horizontal reference point(BM),diredion and Parcel I.D. �py`�
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Reviewed 31J- t,i-,` - to
Please print all Information. ��/�/4/ y
Personal information you prowls may be used mar wry purposes(Privacy Law,B.15.04(1)(m)). / 6/1/ r l i ll!I, i _/_22f 2
Properly Owner Property Location +�K 1>,1.QQ��{�
OC-L>ec !��<r ;,,1/Cr�� Govt.Lot. 1/.0411/4 S33TYV N R / / E( 1w
Property Owners Mailing Lot* Block N Name or CSMM;p ,r�//!�I
/Y 3 3 ��; 4. /, 5,,1.6v ) 3 n l ' a. /7?l?il. h'7!%f'
City State Zip Code Number City ❑Village laTown yp Road
/leer- 7ZIl_( JZ4c '1 s 7 I St 3rr4e�h/ I[- gl1�j`/s CAL
?sinNew Cansbudlon Use,Residential/Number of bedrooms //,,2-Code derived design flow rate ` S?7/tl(7 Q GPO
0 Replacement s❑ Pubic or rdal-Describe: -----.---
material --_--
Parent material (�—C,c.CJC --N-•/ FloodIf Plain elevation applicable A// R.
General corments /
and hCOrtYl.ndatloons:`. \- - OIVIV tic\ Cc I X
System type/1/2 4, ./,'/1 17'r-.L/ System Elevation / i2
* ❑ Boring
I BoringVi.p Ground surface elev. l S' �ft. peplh to fsnitlnp factor in.
Soli Application Rale
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munn' Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff01 'Ef t2
I 0-I 12 /3rz. — -S/ ti---
/Y1li L C o , C, /i 9
z. n-ya ��� it( �C.v l>` r b
c
3 -/ 4Tr1 s _D� nil /iii4 I) /, b
r �'
2_ Boring 0 ❑ Boring
I PIt Ground surface elev.? i n. Depth to limiting factor /0-7, in.
Sod Application Rate
Horizon Depth Dominant Color Redox Desaipdon Texture Structure Consistence Boundary Roots GPO!
in. Munsell Qu.Sz. Cork.Color Gr.Sz.Sh. 'Effk1 j'E p�2 _
3 q,--/,� b s n .�� 1 , I - `7 //
'Effluent#1■BOO.'30<220 ngi.and TSS>30<1 'Effluent 02■BOO.<30 mgr&and TSS<30 mgi.
CST Name(Please Print) nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54 7—�/ 715-246-4516
Property Owner_ Parcel ID 5 Page of
3Boring 1t p Boring rr�7
pit Grod surface elev.c �1 ft.
un Depth to limiting factor //7�! in
Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bandary Roots GPDAW
in, Wheel Ou.Sz. Cont.Color Gr.Sz Sh. 'Elfr1 Tan
1 p-is rp 31� - - s; �,7� <, .‘- .t.lp
Z 15;12 !�/ ri ( ) -.0 �ZJ , , �i
3 ilg-pro/409
h ----- _s __107 ...77 ,t-zi /1/1.1 ,-7
Boring# ❑ Bow
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Agzlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD$
in. Munson Qu.Sz Cont.Color Gr.Sz Sh. 'EfN/1 'Effit2
Boring# ❑ Boring
0 pit Ground surface elev. ft. Depth to limiting factor h.
Sol Application Rate
Horizon lepth Dominant Color Redox Description. Texture Stricture Consistence Boundary Roots OPD/ff
rn. Munses Qu.Sz Cont.Color Gr.Sz Sh. •Efft#1 'Efftf2
'Effluent#1 •BODr>30<220 ngI_and TSS>30<150 mg& 'Effluent N2•BODr<30 mg&and TSS<30 ng/L
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s6134330 r1-600i
Soil Test Plot Pla r)
Project Name Oevering Homes Investments S. 1'.• : ird
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 TM #226900
Lot 12 Subdivision Chapman Hills Date 9/27/21
SE 1/4 S W 1/4S 33 T 30 N/R19 W Township St. Joseph
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Posts
System Elevation TBD *HRpSame as Benchmark
Chapman Hills Court
Scale = 1 /4" = 10'
A
123'
el B-3
175'
30'
97.5'
B 1 t B.M.'
6% Slope ` 96.5'
35' '1":
B-2 95.5'
451' Property Line