HomeMy WebLinkAbout040-1318-00-019 (2) Wisconsin Department of Commerce �DEVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
in accordari6li4vith C m 85,Wis. Adm. Code
7. 11, County ST.CROIX
Attach complete site plan egg ,$$1/2 x 11 i hes in size.Plan must p Parcel Include,but not limited to:vertica Y�/"rbnce int(BM),direction and Pl I.D.
oI'1PrrPnf R1f1f1P.,F(`aIP.Mttlmanslnns,north a locati and distance to nearest road.
Please print all information, �-9_vvie;Ad ate
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----NE 1/4 NW 1/4 S 1I T 28 N R 19 (or))W
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Property Owner's Mailing Address Lot# Block# Subd.Name or CSW
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 19 --- Hills of Troy
City State Zip Code Phone Number _. ity E]Village ETown Nearest Road
River Falls, WI 1 54022 ( 715) 425-7281 Coulee Trail
New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
QReplacement 0 Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable pIA ft.
General comments Mound System-- 1.34 ft.sand fill--0.4 loading rate
and recommendations:
/,yh��y con sip k %
(If pre-treatment--0.34 ft.mound sand--0.6 loading rate)
El a Boring# Boring
0 Pit Ground surface elev. 1070.18 ft. Depth to limiting factor 20 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. i *Eff#1 I *Eff#2
1 0-7 10YR2/2 sil 3fgr&sbk mvfr as 3vf-co 0.6 0.8
2 7-20 10YR3/4 sicl 3fabk mfr cs 2vf-m 0.4 0.6
3 20-29 -- -- c r -- -- -- -- --
--
Few cobbles.
B Boring# 0 Boring 1073.49 21
❑ ^IQ pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10YR3/2 sil 3f-ma&sbk mvfr ai 2vf-m 0.6 0.8
2 9-21 10YR3/4 - SINI 3fabk mfr cb 2vf-m 0.4 0.6
3 21-25 _- c/lsb -- -" -- --
Horizon 2 has some gr.
*Effluent#1 =BOD >30:<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
CST Name (Please Print) Signature CST Number
Ma Jo Hollister o 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-06-05 (715)426-1775
NDSU(Lot 19) (Pending) Page 2 of 3
Property Owner Parcel ID# 9 !
C
Boring
#
Boring
o
❑ g 0 Pit Ground surface elev. 1071.41 ft Depth to limiting factor L5 in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
1 0-6 10YR3/2 -- sil 3fgr mvfr as 3vf-co 0.6 0.8
2 6-10 10YR3/2 _ sil 3fgr mvfr as 2vf-co 0.6 0.8
3 - 10YR3/4 -- sicl 3fgr mfr as 2vf-co 0.4 0.6
4 19-25 10YR3/4 -- sicl 2fgr&abk mfr as lvf-f 0.4 0.6
5 25-30 -- -- c/lsbr -- -- --
❑ Boring# U 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 GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
Boring
❑ Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
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SBD-8330Test(R.07/00)
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Plot Plan for Dills of Troy Page
Town of Troy, St. Croix Count,, Wisconsin 6
1" = 40 ft.
Lot m
Legal Description wl/y s� �► ,
2 ft. contours
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