HomeMy WebLinkAbout032-2018-95-010(3) ra* .
1.
Wisconsin Department of�VI SOIL EVALUATION REPORT page 1 of 3
Division of Safety and
accordance with Comm 85,Wis. Adm. Code
County ST.CROIX
Attach complete paper not less than 81/2 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.2 (PENDING)
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Q LZ 20/ 9'5—
Please print all information. Re • by Date
Personal Information you provide may be used for secondary purposes(Privacy Law,S.15.04(1)(m)). CZ' 1/�,(�yl/k- I it (-? t 3
Property Owner Propertv.Veption
RICHARD HENRY JONK Govt. —1+ NW 1/4 S 5 T 30 N R 19 ®�W
Property Owner's Mailing Address Lot#\ # Name or CSM#
P.O.Box 480 r3 ) ' XC CS ending
City State Zip Code Phone Number ity 0 illl Drown cad
Somerset, I WI 1 54025 1 ( 651) 210-3521 SOMERSET i 180th Avenue
a New Construction Usefl Residential/Number of bedrooms NK Code derived design flow rate NK GPD
®Replacement ® Public or commercial-Describe:
Parent material sandy loam till Flood Plain elevation if applicable NA ft.
General comments Conventional in-ground trenches-loading rate to be determined by designer or installer at time of construction.
and recommendations:
Pump o ay r„>refit red,
1 Boring# ® Bon
0 pit Ground surface elev. 4I1A 013 ft. Depth to limiting factor 108 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/lf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 7.5YR2.5/2 -- sl 2f-cabk ds cs 2vf-co 0.6 1.0
2 8-55 7.5YR3/4 - Is Osg ml cs lvf-m 0.7 1.6
3 55-108 7.5YR4/4 - 0 lfsb mvf �p - lvf-m 0.7 1.6
Some gr.; few cobs. S A ��
2 Big# 0 Boring 80
0 pit Ground surface elev. $107.06 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 0-23 7.5YR2.5/2 - s1 2fa&sbk ds as 3vf-co 0.6 1.0
2341 cs 2vf-co 0.6 0.8
2 - sil 2f-mabk dsh 2vf co
7.SYR3/3
3 41-54 7.5YR4/6 - is Osg dl cs 2vf-m 0.7 1.6
4 54-80 7.5YR3/4 - Is Osg ml aw 1 of-f 0.7 1.6
5 80-85 10YR7/3 ft f I OYR6/2 sil Om mfr - - 0.0 0.2
Some gr,few cobs&stones;2 boulders.
Horizon 5 almost saturated.
*Effluent#1=BODS>30<220 mg/L and TSS>30<150 mglL *Effluent#2=BODO<30 rrglL and TSS<30 mg/L
CST Name(Please Print) Sg� CST Number
MARY JO HUPPERT,Hollister's Soil Testing&Design ��r ,o 224832 .
Address Date Evalu Conducted Telephone Number
W9875 690th Avenue, River Falls,WI 54022 114,�0088-,28- 13 715-426-1755
Property Owner JONK,Richard Henry 3
Parcel ID# (Pending)Lot 3 Page 2 of
3 Boring# Bourg 85
Pit Ground surface elev. $1,4..00 ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "OW "Eff#2
1 0-5 7.5YR2.5/2 — 1 3f-mabk ds cs 2vf-m 0.6 0.8
2 5-19 7.5YR3/3 — sl 2f-mabk dsh cw lvf-co 0.6 1.0
3 19-85 7.5YR4/6 — Is Osg ml — lvf-f 0.7 1.6
Some gr,few stones,cobs&boulders.
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 GPDlff?
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
0 Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
®Pit Sod 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
-
*Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effkient#2=BOD5<30 mg/L and TSS<30 mg/L
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TOP OF IRON PIPE TOP OF IRON PIPE! / -,
ELV 858.60
= ELV 863.80
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NW1/4 OF THE NW1/4 OF SECTION 5,T3ON,
R19W, TOWN OF SOMERSET, ST. CROIX COUNTY,WISCONSIN.
LEGEND PREPARED FOR:
RICHARD JONK
50 FOUND ALUMINUM COUNTY P.O.80X480
SECTION CORNER MONUMENT SOMERSET,WI 54025
• FOUND 1"OUTSIDE SURVEYOR:
DIAMETER IRON PIPE
DOUG ZAHLER
FOUND 2"OUTSIDE AUTH CONSULTING&ASSOCIATES
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DIAMETER IRON PIPE S&N LAND SURVEYING Q� WISC `'ti
1" 2920 ENLOE ST.SUITE 101 '%'l�'.•'" :Q1j��1
O SET 1 OUTSIDE DIAMETER BY HUDSON,WI 54016 ,■:/,‘-/ot DOUGLAS J.y.si
18"LONG IRON PIPE,WEIGHING j j ZAHLER •i