HomeMy WebLinkAbout032-1091-40-000 of C�[ AMC D ► : ► csfi - z o20 - 2y9
14 2020
Wisconsin roe SOIL EVAL ATION REPORT y p`} of
Division of Safety and Buildings I L1/ 1154- J ►
St. CrOix Couriya Ce with Comm 85,Wis. Adm. Code
Community Development County S7` 702,'�
Attach ss n 8 1/2 x 11 inches in size.Plan must / 1
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. A 3;-/Ol/'Y0-
Please print all information. Reed by /n Date
Personal Infofruition you powder may be used for second. m
purposes(Pecy La..s.15 04(1)(m)) — N lU-i' (� // I z,77
Properly Owner ProgeC ny Location
A-fsf / u•/ `D� �C/f/ �` Govt.Ld (,� 1/45 /4 S'3T 3/ N R/ E(off /
Property Owner's Mailing Address Lot# Block* Subd. Namy or CSM*
4/ tic](two L v n.Q., 3 -- vo / 2 /9 /4'19
City State lip Code Phone Number ❑City 0 Village ,7own Nearest Road
°° f4/`-' aci.lrm 4 Ss1a71 ( ) _Co,ver is>'� /1 /1.)7-1. 5/%
New Construction Use�QResidential/Number of bedrooms �! Code derived design flaw rate lJ Z'/ /LL GPD
❑Replacement �/❑�_Puu�b4/�/gpor commercial-Describe - .---- 7 —
Parertt material ct2 '--/ ` Flood Plain elevation if applicable /// ./> 7nt e x R.
General noonrnments< r k kl,,`N 4 �tG(r�--
System Type L l J 1 T171 t4� System Elevation / �J g-S j
Bai
Bai g* E• k Pi Ground surface elev. ?i. •_ft. Depth to limiting factor //✓ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
In. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff*1 'Efffr2
1 0 '9 /0 -51- 5/ l' j1c) . Z1 .) n4-'-' • to l J
Z 9-Ka- 10 r i� 2slio�'/ � 0 .� /7 gi ti l IL / 71 b
3 la-iro l4 / ----"t;./i4--• s 0 / /A✓A w14 , —7 I
* ❑ Bong Boring
Chit Ground surface elev.? 0 . 7 ft. Depth to limiting factor // P n.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/I
in. Munsel Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff*1 'Efftr2
1 0----) jO /ai/, "__-____ 5/ o -/-- 1.7- ( / 6 ///O
Z 7-`tg 10,,, `f/ if, 1S- d/o (inv/'. - /(LC (/ 7((/ ( A i l�
•Effluent#1 =BOO.>30<220 mprL end TSS>30<150 1 'Effluent*2=BCD.<30 mg/L and TSS<30 mg/L
CST Name (Please Print) re / CST Number
Bird Plumbing, Inc. Shaun Bird / 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54./ P---/i Z 0 715-246-4516
w
Property Owner_ Parcel ID e Page of
❑ Boring
Boring# 611.
(�
pit Ground surface elev. L' ft. Depth to limiting factor //(/ In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDiff
in. Munsell Qu.Sz Cont.Color Gr.Sz.Sh. •Eff#1 'E#a2
z 0-YO o/�' Y! L ��/ >� /h i
3 yo-/ILA lO (� s r /'•i✓/�! �f
y ��
Boring if ❑ 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 GPM!
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Etf#1 'E##2
Boring a ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. _ -_
Soil Appication Rate
Horizon 'Nepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD#f
in. Munsel Qu.Sz. Cont Color Gr.Sz.Sh. 'Eft#1 •E##2
•Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg& 'ERkuoil#2=BOO,<30 mg&L and TSS<30 mg&
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Soil Test Plot Plan
Project Name Eric Wilkowske Shall)"
Address 4 Crocus Lane �
North Oaks Mn 55127 #226900
Lot 3 Subdivision Date 6/10/20
S W 1/4 SW 1/4S 33 T 31 N/R19 W Township Somerset
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD *HRpSame as Benchmark
180th Ave
A
Scale = 1 /4" = 10'
41st. St.
•
200'
B-1 99.5'
•
30'
B3
IQPh"B.M.'
50' � � 30' 40'
98.5'
4% Slope