HomeMy WebLinkAbout040-1303-00-023 (2) Department of Commerce SOIL EVALUATION REPORT Page of 3
�. Of Safety and Buildings
in accordance with Comm 85.Wis. Adm. Code Cw" 5-r- G.e
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oulds,but notti EROSION CONTROL PLAN must be rd . Pancel 1 D
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percent slope.I completed before sanitary permit issuance Re Date
Peraoeal kNormatiort You provkb may be used for secondary PwPmel;{Privacy l.aw.&15.04(l){m)). 1
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property Owner's Mal"Address Lot# Block# Subd.Nam or CSM#
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6006 HT3 114AJ 5Se74P I ( CAS/)2.99. 1 of f . TRoy
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New Construction Use: Residential/Number of bedrooms code derived design flow rate r Oa GPD
❑Replacement ❑ Public or commercial-Describe:
Parentmaterial A021rS ovet, s tdy 607ZOq-SIn— Flood Plain elevation if applicable "
General comments and recommendations: �9'�E�4 7` s J��l� St�i'T'�4,8/�'" ��' �} CDNU�,vTio vq L N
g > f
9# Ground surface elev. �•7Yft. Depth to limiting factor in.
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pit Sol Applicali t�
Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GPDff
IM Munsell ou.Sz Coat.Color Gr.Sz Sh. 'Eff#1 •Etf#2 C
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Boring eoring
® Pit Ground surface elev. ft. Depth to Itiniting factor O in. F-E catiorn Rate h
Horizon Depth Dominant Red Qx Desaipt;on Texture Structure Consistence Boundary RooDff
in. Mrr>sell Glu.Sz Cora Color Gr.Sz Sh. •Etf#2 (�
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0 -/6 10* 3 -- S�� 2 h ��v 3 o•Z �w/ L S f �.
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•Etiluent#1=BOD >30:5 220 mg&and TSS>30:S 150 mg& 'Eflluerrt#2=BOO 130 mg&and TSS<30 ndL
csT Name �marinom
(PsP )�.ZLB R l G�`f- a2.ej 3-7 Number
Address Date Evaluation cortduded Teae�orre Nurfnber
Ulbricht &Assgciates �-7- 03 ?l s. 77a,• 3 yy Z--
Privat
2812 10th Ave.
Spring Valley, W l 54767
PiNs FOR 4PARO x . 2 yo 4 64.e5
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D Boring page Of
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131 F't mound sYMace etev. ?7. g a R. Depth to limiCmg factor_py
horizon Depth Dw*=t R� Sad Rate
Texture Structure Consistence Boundary Roots GPDAT
in. Munson Qu.Sz Coat.Color
Gr.Sz.Sh. `Etf#1
`Etf#2
S
Z l o
14-
-=60
F—] off-
Boring
❑ pit Ground surface elev. ft. Depth to fruiting factor in.
Horizon Depth Domir:atrt Soft .on mate
RedDX Description -Texture Stricture Corssistenc�e Boundary Roots Gpp#g
Munson Qu.Sz. Cont color Gr.Sz.Sh. t .Ef.%2
# Qg
pit Ground surface elev. tt. Depth to factor in.
Std&Lkarlon Rate
Horizon Depth t)omfnant Color t2edirx Description_ Texture a Conststence Boundary Roots My
in. Munson Qu.Sz Cont.Color Sz Sh. 1 •E11182
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F-1 B,dng# Boring
pit Ground surface elev. #. Depth to fg factor in.
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pplicabon Rate
hor>zAn Depth Dorninan€Color Redax ptian- Texture Structure consistence Boundary Roots 01313fle
Munsell Qu.Sz o6t cow Gr.Sz Sh. •Ell#1 `Eta
Elilurrnt#1=BOR,>30= mgtf,.arts!TSS>30<150 rngiL "Effluent#2=BODS<30 mgft.wO TSS 130 rnWL
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d = Contour elevation lines.
= Backhoe Soil pits.
O = Benchmarks set, maRKED WITH FLAGGED
lathes. 1/2" steel conduit pipes.
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