HomeMy WebLinkAbout040-1304-06-000 r%, A
sconsinDepartrrientofCocnn rce RECEIVE
W OI EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
`Tceortn"* 85,Wit. Adm_ Code
G � County ST.CROIX
Attach complete site plan on per not less than 81/2 x 11
include,but not limited to:very I a Parcel l,p_
percent slope,scale or dimens ns,n� and
Plea pnn a/information. Re"NQ by Date
Personal inforrnation you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). //r V 0 S
Property Owner Property Location EJ ARTHUR&MARIYLN FEYEREISEN Govt.Lot —rlE 1/4 SW 1/4 S 8 T 28 N R 19 E(or)W
Property Owner's Mailing Address Lot# Block Subd.Name or CSM#
420 Townsvalley Road 6 — Sunset Valley
city State Zip Code Phone Number ❑Vdlage own Nearest Road
Hudson, I WI 1 54016 ( 715) 386-2122 T40Y I Townsvalley Road
E] New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
®Replacement Public or commercial-Describe:
Parent material outwash/sandstone Flood Plain elevation if applicable ,fin ft.
General comments Conventional In ground trenches-to be designed by installer
and I n,m�°r)S r, 0.5 loading rate
[PB] Boring# 0 Boring
Q Pit Ground surface elev. 891.4 ft. Depth to Ilnitirtg factor X90 in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f[`
in. Munsed Qu.Sz Cont.Color Gr.Sz Sh. •Eff#1 -Eff02
1 0-4 10YR2/2 — 1 2f-mgr mvfr cb 3vf-m 0.6 0.8
2 4-10 YR2/1 — I 3f-mabk mfr ci 2vf-m 0.6 0.8
3 10-26 10YR3/2 — I 2f-msbk mfr cw 2vf-m 0.6 0.8
4 26-37 10YR3/6 — is 2f-Isbk ds aw 3vf-m 0.7 1.6
5 37-48 10YR3/6 — s&gr Osg dl aw 3vf-m 0.7 1.6
6 48-90 10YR3/6 — s Osg dl — — 0.7 1.6
Horizon 6 hasty Pockets of ms and some broken bands of fs.)
F B Boring# ❑ Boring 888.28 >120
El Pit Ground surface elev. ft. Depth to limiting factor in.
Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f�
in. Mtunsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 1 '0102
1 0-5 I0YR2/1 — sl 3fsbk ds cb 3vf-m 0.6 1.0
2 5-12 10YR2/1 — I 2f-msbk ds as 2vf-m 0.6 0.8
3 12-23 10YR4/3 — I 2f-msbk dsh as 2vf-m 0.6 0.8
4 23-35 IOYR3/6 — s&gr Osg dl as 2vf-m 0.7 1.6
5 35-120 10YR5/4 — s Osg dl — — 0.7 1.6
'Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 mg&
CST Name(Please Print) — — nature CST Number
Mary Jo Hollister �� k��( 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, W1 54022 01-13&07-08-04 (715) 426- 1775
Property Owner
FEYEREISEN,Arthur(Lot 6) Parcel ID# (Pending) Page 2 of 3 11 Boring C Boring# 886.54 >110 El Pit Ground surface elev. ft. Depth to limiting factor m• Soft Appilication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -101101 'Eff#2
1 0-5 10YR2/1 — 1 3fsbk ds cb 3vf-co 0.6 0.8
2 5-24 10 /1 — 1 2f-ma&sbk ds
ci 2vf-co 0.6 0.8
3 24-33 10YR3/3 — 1 2fabk mfr as 2vf-m 0.6 0.8
4 33-43 10YR3/4 — is lmsbk mvfr, gs lvf-m 0.7 1.6
5 43-110 10YR5/4 — s Osg ml — — 0.7 1.6
❑ Boring# n eon
n Pit Ground surface elev. ft. Depth to laniitimg factor in. Soil plicafion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffz
in. Munsell Qu.Sz. Cont.color Gr.Sz.Sh. "Etf#1 I 'Eff#2
F-1 # a Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence 'Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I 'Eff#2
Effluent#1=BODS>30:5 220 mg/L and TSS>30<150 mg/- 'Effluent#2=BODS<30 mg/1-and TSS<30 ng/L
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.
SBD-8330Test(R.07/00)
! V Of MAN PAMff
9,z : Y1 itt�PT
P N PIP�S
. E E SLR.
9 TROY, 5t C -,
t s CA-50L Vasa W/ mum LoT
�o
.?O ' '. q.
t
�qD
-- 8-6
882 73'
-�
�. FEZ � "�� � ( 1 f��j. •.
Seel-
N °00' 00" W 574.39'
UT OT 1 ��' / �, 3 ' 1 Ex ii c 151 72��;
.62 CRE X - - -�-, N '
N 2 ,206 S.F.
(LBO=888.0 / g 0 ,
0 00 1.506 ACRES
65,624 S.F.
S
Q
/ 05.4
Q. 880 4i I >
888.2/ / /1��• x ° T ��
/I
� > � ���
o
;
552.4 X �C/ DK •�j,� ,�0.� �
n ,
'/ �� �V �• /= M X 9L -9
Ld
Ile
O. �_ �J 887.6 •_ °� �cJ �
•
>,
/ ..
/ DRAINAGE �.
EME -'
o
8 00
�•.
909.7 x SE ND DRIV W
1 TV BE RE VEI
P - T 6 1 PLAT'
I x X
I
X -077.
O 130' N
I z LL °D � CURRENT LAN[
CURRENT ZONI
�.� N T x
r 909.7
BINS x 9 70.s ( _
1
00