HomeMy WebLinkAbout026-1087-50-120 (2)
Lobar ~ IT EVALUATION REPORT Page 1 of 3
's Wn Relations +
Labor, , %d nd HLI Hu man Relations
Division of Safety & Suddingr to accord with ILHiR 83.05, Wis. Adm. Code
COUNTY
Attach complete site Qlan 9p r W00tjjQVy8 112 x 11 inches in size. Flan must include, but St. Croix
not limited to vsrtical fl DOALOpM6 direction and % of slope, scale or PARCEL I.D. # ru a ~ _ IU $'7 - 5C j~
dimensioned, north arrow, and location and distance a nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
3 0, 3 c< i yS9A - ~?,o
PROPERTY OWNER; PROPERTY LOCATION
Marilyn Thurber. GOVT. LOT SE 1/4 NE 1!4.S30 T 30 ,N,R 18 :k (or) W
PROPERTY OWNER':S MAILING ADDIIESS _ LOT # BLOCK # SUBD. NAME OR CSM #
1530 Birmingham St. na na csm
CIl°Y, STATE ZiP CODE PHONE NUMBER []CITY ®VILLAGE FOWN NEAREST ROAD
St. Paul, ice. 55106 (612 771--2283 Ricl-anond 100 th. st.
[x] New Construction Use [,j Residential f Numbef of bedrooms 3 ( ) Addition to existing building
I } Replacement [ ] Public or c ommerdal
Code derived daily flaw 450 gpc Recommended design loading rate __7__--_bed, gpd/it2__-__a___ trench, gpd/fit
Absorption area required 643- bed, ft2 563 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2__,8_treneh, gpd/ft2
Recommended infiltration surface elevation(s) area A- 100.44 B=101 .75 ft (as referred to site plan benchmark)
Additional design t site considerations nA _
Parent material o„t-wasb Flood plain elevation, if applicable as ft
S = Suitable for system CONVErd'IONAL MOUND IN-GROUND PRESS`JRE AT-GRADE 1 SYSTEM IN FILL 1 HOLDING TANK
U= Unsuitable for s stern ) S ®U [31,; DU i ZIS ❑ U I f7J S❑ U 91 S❑ U S [IS Il i1
SOIL DESCRIPTION REPORT
Depth I)OMinantColor Mottles Structrare GPD/ft
Boring Horizon I Texture Consistence Boundary Roots
g in. Munsel! a. Sz. Cant. Color € r. Sz. Sh. Bed ;ranch
1 4-12 10yr3/2 rune sil 2msok - mfr if .5 1.6
2 12--21 l 10yr4/4 T none sicl M na i 9w If np .2
Ground 3 21-30 10y:r4/4 i none Sl 2rrtgr - mvfr I egw na ; ®5 1.6
elev. { - - -
02.94 ft. 4 30-84 7.5yr4/6- none MS ~ Osg rat na na .8
Depth to
limiting
factor
+84
i
Remarks:
1 Boring 10--12 10yr3/2 none l 2msbk mEr gw If .5 .6
2 2 12-34 10yr4j4 none sici Icsbk mfr ear if .2 .3
3 34-88 ` 7 < 5 s:4/6-- - none ms- - - Os q ~ all Ina na .7 .8
Ground -
104.05 It
i
Depth to
tmiting
factor
Rernarks:
CS T Nar e:--Please PrimGary L,. Steel Phone: 115- 246-6200
d1554 200th AV ,'.-_..-l'tt'hm €td NVI 54017 -
CST Number: m02~298
ire, 11-5-97
a~
STEEL"S SOIL SERVICE
Gary L. Steel Mari) Thurber 1554 200th Ave.
S 32 4 sB4tu 4 S30-T3DN-R18W New Richmond, N154017
tov of Richmond (715) 246-6200
I
N
111=40 t
BM. = top of Std lot stake u el. 1001
~
Alt. BM, . = toga of mid-lot corner stake C elm 100 $ 85 ,
I
k
E l
3 ~ "L' OrF'
f
Gary L. Steel
11-5-97
PROPERTY OWNER M. Thurber lL M-. HfPTION REPORT Paget of 3
PARCEL1.D.# 026-1087-50--110
(Depth Dominant C7Qlor Mottles Structure GPO/ft-
'-Boring Hofizon . eXLure Consistences Boubary Roots
A funsell Qu. Sz. Cont. Color Gr. Sz. Gh. lied fTr?
1 -9 10yr3/2 none sici 2msb, mfr 1f .4 .5
3 - -
2 -16 10yr4/4 none scl M na na np .2
Ground 3 6-23 10yr4/4 none - is 0sg mvfr gw na .7 ~.8
10 e 7 t. 4 3_31 5yr4/4 none ms Osg ml gw na .7 !.8
Depth to _5 1-83 7.5yr4/4 none ms Osg M1 Ina na .7 .8
factor
+88 Pt
Remarks:
Boring #
1 -10 1 10yr3/2 none sii 2msbk mfr Tyr 1f .5 .6
4 2 0-16 10yr4/4 none sci M na g-97 if np ::.2
3 6-24 10y r4/4 none is Osg Mvfr g~T na .7 .8
Ground -
eleb. 4 4-83 7.5yr4/6 none ms Oscg mi Ina na .7 .8
Depth to
limiting
facto+r88
Remarks.
Bourg #
1 0--12 10yr3/2 none 1 2msb1; mfr 9+° 1f .5 .6
,....5 2 2--32 ` 10yr.4/4 I none sicl lcsak mfr gar if .2 3
3 ~2-40 5,yr4/4 none j ms Osg MI T na .7 .8
Ground
elev. 4 #0--88 7.5yr4/4 none ms Osg ' mi Tna na .7 .8
105.85ft. - - - -
Depth to
limiting
factor - - - -
Remarks:
Suring #
v
i
i
Ground - I - - - - - -
Glov.
ft. - -
Depth to I - - -
limiting
factor - ( -