HomeMy WebLinkAbout038-1039-80-000 CS7-- 018 -o (77
Wsoonsin Department of a• `r`NIAY 2 5 2018 St IL EVALUATION REPORT of—
Division of Safety and Bui• -s -
in accordance with e. m 85,Wis Adm. Code �
' iinta CoutY(5+• C ro ) 11�
Attach complete site plan• . r,noUOU RhaP itialePt I • :sin size.Plan muss
include.but not limited to: •" . . : erence point(BM),direction and Parcel I.D.
percent slope.scale or dimensions,north arrow,and location and distance to nearest road. 0 3 3 7/03 7—40-cycyU
Please print all information. Reviu)ved by Date
///J11 / 7 y
Persona infosmatwn You prencle miry be used to secondary purposes(Pr•vscy Law.s.15.04(1)(m)) h I 7/ // -G
Property Owner Property Location /I-//,]
L../ i w (1J ftl � Govt.Lot V j 1/4 St,J1/4 S Cl T 3 I N R 1 o f(oel w <1
Property Owners Mailing Address Lot it Block# Subd. Name or CSM# �
( 0-2)3 ((le s t- (7 c , Q.t •
City State Zip Code Phone umber 0 City 0 Village town Nearest Road
IJ'!� ttii.t,.,1,1 A)i 154{0i—) I ( ) S'r Pr u,i71—12_, ) l ro . 9-
elsbiew Construction Use jg.Residential/Number of bedrooms3/ Code derived design flow rate '1 jU/b 06 GPO
0 Replacement _/J Public or commerkial-tDescri —_—. -----
Parent material ,711 4.-VV-(r / ketKai )�çFloodin.4evabonifaclicatae /�. Rrecommendations:General cements < `.
and ,y/�lI!System Type/i/ System Elevation 6
❑ Bonng 7 LJ
f Baring 0
i��t Pit Ground surface elev./p i' ` ft. Depth to limiting factor C / in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
In. Munsel au.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Elf#2
1 c-V /O , ?//z - s, 74Lr034.--- • 6 i
raj. pit Ground surface elev.(V 0' N R. Depth to limiting fadar��,n.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fr
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'ER#1 •ER#2
Z s ��/ lv J-
-�t `/7 J,m5hk. �4.J ) t vc . '�
3 p-q yqg 7,s ,//4 1- riSy rV/l� Si , m— �6 ili/y Nl� - a— ' 3,
•
•Effluent#1 a BOO.>30<220 mg L and TSS>30<150 • 1 'Effluent#2 BOO.<30 mg/L and TSS<30 mgIL
CST Name(Please Print) •4 of re CST Number
Bird Plumbing, Inc. Shaun Bird 0/\--___ 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 540 ,1 42s —/2 715-246-4516
Property Owner_ Parcel ID# Page of
Baing
# ❑ Boring n 9
p Ground surface elev./L 5. / ft. Depth `)0 to Writing factor o in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM'
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. •Ef1##1 'Ef#2
. bo /pr,3LZ" ct
3 ;6-y8 7.yi 1/4t��� �7f -rr�- /�1 i /4 f✓
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 GPM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef#1 'Ef#2
Boring# El
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon lepth Dominant Color Rados Description. Texture Structure Consistence Boundary Roots GPM,
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. •Ell#1 'Ef#2
'Effluent#1 =BOO,>30<220 mg/L and TSS>30<150 mg&L 'Effluent#2=BOO.<30 mg1L and TSS<30 mg/
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
sao-siv(a.a eon
Soil Test Plot Plan A
- Project Name Jim Nelsen Shau ird
Address 1033 West Ridge Court
New Richmond Wi 54017 �►;� M #226900
Lot Subdivision Date 5/21/18
NW 1/4 S W 1/4S 9 T 31 N/R18 W Township Star Prairie
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD *HRpSame as Benchmark
285' Property Line 44 150'
110.
Scale is 1" = 40'
unless otherwise
noted
150'
106'
104'
102' B-1
100'
■
40'A
13% Slope 5' • B-3
c
B.M.* 5'
B-2
•
10'
100th St.
10'