HomeMy WebLinkAbout030-2004-91-080 RECEOMC D P A I 1) csr-aoa 31 d
Wisoorcin Department Conxnerstp 2 9 Cull 'OIL EVALUATION of
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Division Safety and < t
in> ca with • 85.Wis. Aden. Code <54 c0/
St. Croix Carey (i
q h complete site pis • , eat r.Il�. • ... In size.Plan must
Include,but not limited •• gill • • •ontai reference point(BM),direction and
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percent slope,scale Parcel I.O.. li�"C-{"or dimensions,north arrow,and location and distance to nearest road. 03) ' .] _08
Please print all information. Reviewed
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Persener kfom scion you provide may be owed Mr ssconeery purposes(Privacy caw,s.15.04(1)(m)). � �� w7 I_ L�
Property Owner Property Location
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4012,e ",,ite 04d�NA/" Got.Lot . 1/�l,(�114 S3,3 T JO N R/7 E( )w
toner's MailingLot a Block a §yb5. Name or ��,��/
Property
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City State/� Zip Code r'cane Number ❑City ❑Village 'Gown Nearest Road
�iC ,WY S (e)j.-5 7 ) Sf aoreyh.i it/s _nt4"-, fh`/Lc ,'.k
dew Consbuctlm Use ResldentIal/Number of bedrooms �� Code derived design lbw rate `'sv/6n 0 GPD
' ❑Replacement ..�❑ Pubic or Describe: __ ----
Parent �C,_..material e2 .e"J� CQ Flood Plain elevation if applicable �+///¢ ft.
rGeneral
convnentloora: f kw,,,c)'E"- c�(W v< ohtp.ek System Types 4,j i ',2 t7Yr-c -�
� System Elevation - /3Z)
1 Boring a ❑ sow / '1 '�^/
ph Ground surface elev.b-�-�tt. Depth to llnlitrlp factor— In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Saucers Consistence Boundary Roots GPQ/ff
In. Mu eel Ou.Sz. Cont.Color Gr.Sz.Sh. •Effa1 •Ef 2
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Boring a EXpjt Ground surface elev. 1 U i-7 it. Depth to limiting factor /L' u in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Mulsee Qu.Sz. Cont.Color Gr.Sz.Sh. •Effa1 •Efla2
I. 0-(;) /O,,31L s / „,r rr,rs �c , 6 /, n
2.
oricoiof„116
y
•Effluent#1 ■BOO.>30<220 mgll and TSS>30<1 r I 'Effluent 02■BOD.<30 mart end TSS<30 mg
CST Name(Please Print) '=tur: CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 5401 -- 7---/Z/ 715-246-4516
•
Property Owner—
Parcel ID# Page of
Boring# 0 Boring /
3 _pit Ground surface elev.( LI 1� R. Depth to limiting factor /L Cll in. �
Soil Applabon Rate
Horizon Depth r Dominant Color Redox Description Texture Structure Consistence Boundary Rock GPD/W
in. Munsel Qu.St Cont.Color Gr.St Sh. 'E1Wt 'EM►2
/ /, et ^
-b /V 3IL ' s lJYK ,‘
z F �tz /�y / - Y il^ iy
3 —rev ir��y�c OS , .A/ fiJi9 r, —7 , A
Boring# ❑ Boring
0 Pit Ground surface elev. ft. Depth to limiting factor in. Sob Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDR,
in. Monet Qu.Sz. Cont.Color Gr.Sz.Sh. 'ER#1 'Eff#2
# ❑ Boring
Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rate
Horizon 'fepfh Dominant Color Redox Description. Testae Structure Consistence Boundary Roots GPD/ff
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'ER#1 'Eff#2
•Effluent#1.BOD,>30<220 mg/L and TSS>30<150 mg/l 'Effluent#2 a BOO.c 30 molt and TSS<30 mglL
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SOD3330(L600)
Soil Test Plot Plan
Project Name Oevering Homes Investments Shau / rd
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 C M #226900
Lot 8 Subdivision Chapman Hills Date 9/27/21
SE 1/4 SW 1/4S 33 T 30 N/R19 w Township St. Joseph
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBD *HRpSame as Benchmark
Scale = 1 /4" = 10'
•
103'
B-2
•
102'
90' 101'
B-1
■
377' Property Line
40' B-3
8% Slope
10'
40'
163'
Chapman Hills Ct.