HomeMy WebLinkAbout008-1072-80-000 (2) NJ
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Division of Industry S ces Pt A 202t ����
ppR 1`t • S IL EVALUATION REPOR ' Z6�7 17411 Av(,
.„101Ahtgf Aa with SPS 385.Wis. Adm. Code CoST unoix
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Attach complete site plan paper rtib thi0 t inches in size.Plan must include.
but not limited to:vertical a h rence point(BM).direction and percent slope. Parcel I.D. p4I4 *.
scale or dimensions.north a .and location and distance to nearest road. 008-1072-80-000 (Future split anticipated)
Please print all Information. Re wed by J ip L/4 Dal 7
Personal informatton you provide may be used for secondary purposes(Pnvacy Law,s 15 04(1)(m)) 4101 FYLTU f I I ) 7/77-
Property Owner Property Location:
Justin Weber(Buyer) Adolph Johnson(Seller) Govt. Lot SE V. SW Y. S 25 T 28 N R 16 W
Property Address Lot 4, Block# Subd. Name or CSM# Pmif y CS AI
2637 12TH AVE
City State Zip Code Phone Number 0 City ❑Village ❑D Town Nearest Road
Woodville 1WI 154028 I I I Eau Galle 112TH AVE
New Construction Use:I2 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
0 Replacement ❑Public or commercial-Describe
Parent material Loess over loamy dolomite residuum(Ritchey sil) Floodplain elevation if applicable NA ft. ZL X
General comments and recommendations. Recommend minimum 19-send-lift POWTS mound on 100.00 contour with 0.appMt2 loading rate.
LF=17'(Redoxmorpnic features)
1 Boring* 0 Boring
IN Pit Ground surface elev.101.90 ft. Depth to limiting factor 20 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FI2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh •Eff*1 •Ef1#2
1 0-12 7YR 3/2 - sil 3mgr mfr cs 3m-vf 0.6 0.8
2 12-20 10YR 4/4 - I 2mabk mfr-mfi gs 2m-vf 0.6 0.8
3 20-34 10YR 3/6 c1d 7.5YR 4/5&7.5TR 5/1 et lfabk mvfi cw 1 m-vf 0.2 0.3
4 34+ LSBR (highly fractured) - - - - - - -
0 Boring
2 Boring# Pit Ground surface elev.98.00 R. Depth to limiting factor 17 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az. Cont.Color Gr.Sz.Sh. •Eit#1 •Eff#2
1 0-8 10YR 3/2 - sil 3mgr mfr cs 3m-vf 0.6 0.8
2 8-17 10YR 4/4 - sit-I 2mabk mfi aw 2m-vf 0.6 0.8
3 17+ LSBR (highly fractured) - - - - - - -
•
Effluent#1 =GOD. >30 5 220 mg/L and TSS>30 s 150 mg/L /•Effluent#2=BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L
CST Name(Please Print) Signature U / CST Number
Ryan Bethel 1330832
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S, Red Wing,MN 55066 04/0822 (651)327-0074
SBD-8330(R04/15)
'J. '. ' .
0 Boring
3 Boring# 0 Pit �----6reerrtaerAeee elev.98.35 ft. Depth to limiting factor 1 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell• Ou Az Cont Color Gr.Sz. Sh Etf#1 •Eff#2
1 0-10 10YR 3/3 - sil 2msbk mfr cs 2m-vf 0.6 0.8
2 10-21 10YR4/4 - sil 2mabk mfr-mfl gs 1m-vf 0.6 0.8
3 21-32 10YR 3/6 11d 7.5YR 4/6 8 7.5YR 5/1 sici 2f-mabk mfi cw 1 m-vf 0.4 0.6
4 32+ LSBR (highly fractured) - - - - - -
❑Boring
4 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/Ft2
In. Monett Cu.Az.Cont.Color Gr.Sz. Sh •Eff#1 'Eff#2
❑Boring
5 Boring# 0 Pit Ground surface elev fl. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Cu Az Cont.Color Gr.Sz.Sh E1f#1 Etf#2
'Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L • Effluent#2=BOD, >30 5 220 mg/L and TSS>30 s 150 mg/L
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SETBACK & SLOPE MAP -9E«I INF D
CERTIFIED SURVEY MAP JUL 05 2022
LOCATED IN THE SE1/4 OF THE SW1/4 OF SECTION 25, T28N, R16W, St. nity County
TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. community Development
SURVEYOR LEGEND N
EDWIN C FLANUM
NORTHLAND SURVEYING,INC. O ST.CROIX COUNTY SECTION CORNER
P.O. BOX 152 POSITIONED FROM COUNTY COORDINATES.
AMERY,WI 54001 POSITION VERIFIED WITH MONUMENT AS
NOTED OR TIES OF RECORD N1/4 CORNER SECTION 25 GP
PREPARED FOR: 1 1/4" REBAR FOUND
JUSTIN AND AMBER WEBER 3/4"X 18"IRON REBAR SET WEIGHING
W1020 CARDINAL DRIVE 1.50 LBS. PER LINEAR FOOT ///////////////� SLOPES 12% 19% g
SPRING VALLEY,WI 54767 • 3/4"REBAR FOUND
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SLOPES 25%&GREATER 1
x EXISTING FENCE LINE 3
— — SETBACKS v I
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NORTH LINE OF THE 5E1/4 OF THE I LIVES
— SWI/4 OF SECTION 25 U_NPLATTED LANDS I I M _ I
2TN AVENUE —
,� _ - — — S87°35'21"E 1323.58' `° CE �NE -�
—883.69' _ •N - 2
_--------------885.64'-- — — IN. _ —439.89 II— —
iii E6F-THENORR+IRee- — _ 587°48'10"E 1323.37' F) - � ---437.73'--------4
OF THE /� /! THE 5WI/4 OF SECTION 25 1'
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1 21 / SHED 2.43 ACRES//
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u_I I LOT SHEDS � /02. I19.75 ACRES INC. R/W °WELL p 6. � 'j/ /Tr
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19.35 ACRES EXC. R/WHolisE .gI � 1 j
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tit i /// — — — — ///////'"..49.75 ACRES INC. R/W
91 I // DRAINAGE SWALE ////i//i/ ••,� 19.576ACRES C. R/W /j,