HomeMy WebLinkAbout030-2004-71-110 • REC FIVE° P A I D Csr ace ,,393
1rmt �EP 29 2021
Wisconsin Department of Caeroe S e IL EVALUATION REPORT ,1 1 •I.'i�aqe_a_
Division of Safety and Buildings t P
St. CrtA4'Deve t 85.Wis. Adm. Code County
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Attach complete site plan. lr�nitY 8 1/2 x 11 Inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM).direction and Parcel I.D..r+ .4 k percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 6 2.Q - r-I- 2 i 440
Please print all Information. Reviewed by Date
on Persal Information donaation you pro may be used for secondary purpose'(Ptiracy Law.515.04(1)OM). Z,`d(/-d.0 kit l 122121
Property Owner Property Location
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Property Owners Mailing Lot N Biodc# $ybQ.Name or CSM#pt'vvi�li�rr {
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City State Zip Code Number ❑City ❑Village Town Nearest Road J1 /
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4 )/ 7 1 Siadre,o/ �i�a0/n/rnl IA' S l
Nw Construction Use Re�sldential/Number of bedrooms 0.4 Code derived design flow rate `✓SV/t //n Q GPD
0 Replacement �n ..�❑ Public or al-Describe: -------.--- -----
Parent material v� 1-.--.CK.C/CP Flood Plain elevation If applicable "///¢ ft
General comments / I,�
and rewmen .aaoon�s: C V ut t". O(�AYvtia r r F S
System lype( 2 ��j�n /7?"cd System Elevation � )3)
I Boring* ID Boring Aril
�-pit Ground surface elev.C.?1. ' ft. Depth to limiting factor /I�' v In.
Sol Appkabon Rate
Horizon Depth Dominant Color Redox Desafpton Texture Structte Consistence Boundary Roots GPOIff
in. Murtsel Cru.Sz. Cont.Color Gr.Sz.Sh. / •Effp1 'EffA2
I 0 — /Oc r//: 5/ ,,,r m,t, c _od ' , �i 40
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Z Boring a ❑ eorfnp C�
Pit Ground surface elev. W 17 n. Depth to limiting factor /CYO in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAt
in. Munset Ou.Sz. Cont Color Gr.Sz.Sh. 'VW 'Ef#2
Z -s72 or ,r3/ _ S / ,a r, ,n,� 4 , ‘ /
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rng+l.and TSS 30 150 • 4 •Effluent 112•BOD,<30 mg&and TSS<30 mg&L
•Emuer,tfl'1aBoo.>30220 <
CST Name(Please Print) ,- re CST Number
Bird Plumbing, Inc. Shaun Bird �ti� 226900
Address / Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 ..- 2 7./ 715-246-4516
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Property Owner Parcel ID tr Page of
8orinp R ❑ Boring �1 (1
3 pit Ground surface elev. " I v ft. Depth to limiting factor /in.)in.' So
Application Rate
Hodmn Depth Dominant Color Redox Description TexMe Structure Consistence Boundary Roots GPDA!
in. Mumel Qu.Sz. Cont.Color Gr.Sz.Sh. 'EN#1 'ERa2
O 1 0 fO . `3 5/ ,a �� , , 6 L7
Z lO—LC/oYr7 CI �K, J� /F 7'7' ,
Arlo l? S D_ A/ —'A/ 4 'I// re -7
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Boring
Boring# ❑
❑ pit Ground surface elev. ft. Depth to limiting factor In. Soa Application Rate
Horizon Depth DaNnant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff
in. Mu sell Ou.Sz. Cont.Color Gr.Sz Sh. 'Effp1 'Efe2
Boring a ng Ground surface elev. R. Depth to limiting factor in.
❑ Pit Sol Application Rate
Horizon lepth Dominant Color Redox Desaiptlon. Texture Structure Consistence Boundary Roots GPDRf
in. Munsel Qu.Si. Cont.Color Gr.Si.Sh. _ 'Ent 'ERtt2
'Effluent luent#1 .BODE>30<220 mg&L and TSS>30<150 mgtL 'Effluent N2..BOD.<30 mall.and TSS<30 mg/L
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saw330(I_ O)
Soil Test Plot Plan
Project Name Oevering Homes Investments Shau
Address 1433 Cernohous Ave Suite A ��i
New Richmond Wi 54017 M #226900
Lot 11 Subdivision Chapman Hills Date 9/27/21
SE 1/4 S W 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'
353' Property Line
B.M.'
153'
90'
92'
88'
B-1
84'
70'
19% Slope
Chapman Hills
Court
„20' 35' B-2
B-3