HomeMy WebLinkAbout008-1029-40-000 N. 6 1 G sr, �j22 - 1'7S
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dttsrwa WisconsinDep t1mentofSafety8Professional1ervi Z e� Page / of VQ
_� ' - , , -�( -� SOIL EVALUATION REPORT Z5Ci1 5+,
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Ad Wi h SPS 385 d n accordance with s. m. oenh
JUL 2 9 2022 I ji. erotx
Attach complete sit'plan on paper not less than 8 1/2><11 inches in size.Plan must indude,
but not limited to v. ��I �fererlce point(BM),direction and percent slope, Parcel I.D.
scale or dimensions no onmuhi v edrivieNlholipYndndistancetonearestroad 00$-MJZ1 - yO- OOO
ea ation. R
Personal information you provide may be used for secondaryr� purposes(Privacy Law,s. 15.04(1)(m)). / cilie I Ibp-
Property Owner '/ / F 1 /et Lt-G-ri ' Property Location ((ii//// ❑
t�r/s.4,... / ifskiti Govt.Lot S&A 5& % S / 0 T 2 F.N R /({ E(orart
Property Owners Mailing Address Slte Address or CSM and Lot#:
575 2so1.4-sf
City,State,Zip Phone Number ❑ City 0 Village il Town Nearest Road
to-
al OZ8 ( 71S)65T. Z79? 64,v fa Mr_ 250 Sr4
0 New Construction Use:t$Reeidential/Number of bedrooms ,3 Code derived designflow rate VSOGPD
0 Replacement 0 Public,, or commercial- Flood Plan elevation If applicable ft
Parent material C//tcra.( !�// C\""" '''ktir 1La vyies 7-0110C
General comments and recommendations:
❑Boring
/ Boring# .Pit Ground surface elev jG.7 f R. Depth to limiting factor /7 in./elev./ :2 .
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FN
In. Munsell Qu.Az.Cont Color Gr.Sz.Sh. •Eft#1 •Eff#2
/ O •-// /o ye 3/2 ,i/ 2it4I11 ,m',Or c S 2 p . 4 . 7
2- /(-/4. /e Y/'f Si/ ZistASk rn ,'r- c .5 /J2 • G . 8
3 le.-/Y /o `12S/rr 5al 2"4k nr4A. C s . `/ •Ly 4r
/9-Po /s 7/4.'/G 1.594 50/✓Sys Sc! 2.i+ A/c m70i s • y •4
S 30-37 /09A4/8 S c:) Alf ZS' .
7 /•6 .
G 37- Y9 /0 lie G/y 7.srRs/a.'Nseit C 2 k r► -. /i' C S . 2. . 3
2 Boring# ®Pit Ground surface elev.9/'r Depth to limiting factor Z° in./elevJ 31 24t.
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. •Eft#1 •Eff#2
/ o -/3 /07/Z1/z 4% / IO.yro6k mrcr S' 2. . le ,8
2- /3 -/2 /o70e'//Y cry / 2rn41A- tit,F°r e s /P .G • a,
3 / '-24 /OYES/v Se/ 2n.46ff "Act- cS •Y • 4
V 20-3y io Y1•s//< 7.5vR54,1',rdto.k sc.' /n,o6A " "' y_r . 2- . 3
5 3f-55 /orc'/y 7.S7g'4R1co ,- a 2m4!k 41-pc, es , • z • 3
1
CST Name(PleaseStint) Signet CST Number
I"itrck..el /KY1rs sp-68D20000/
Address Date EvetupU°o Conducted Telephone Number
a?tf3 /3Or't•/4w,OiliOeotiMiiiWI 7/7/2027- 7/5-26 S-Y//S
•Effluent#1 =BOD>30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent#2=BOD,s 30 mg/L and TSS s 30 mg/L
SBD-8330(R03/22)
p. r Page 2 of 3
3 Boring 0 AT BPitoring Ground surface efev.? 421t. Depth to limiting factor I? in./dev!/•iN.
Sal ApplcMbn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Ft2
In. Munsel Qu.Az.Cont Color Gr.Sz.Sh. 'EOM 'EO/2
/ a—I' /dYR-3/z s,'/ 2n.aMfr "nit- CS 1# . & •if.
2- /I-/7 ,&tic y/y ail Znt a4k m fr e S !c • G . 8
_3 J?-(9 ie )RY/a FS 011 ncr e S . r I.0
Y lei-.f•( 10 Yee s/& 2517L571,f1J sc.! Znrarlr k n+C'i- c S . 4( . 4
S ory_SG f e ye ir/y ?•Syas/t w c.- /••+4 L k .A. c t 0. 0 o•o
Boring 0
❑ ring
❑Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft.
Sol Application Rate
Hortzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftr
In. Munsel Qu.Az.Coal Color Gr.Sz.Sh. "Mil 'Eff/12
O Ong
Baring#
0 PIt Ground surface elev. ft. Depth to limiting factor in./elev. ft.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Ft2
In. Munsel Qu.Az.Cont.Color Gr.Sz.Sh. 'EOM 'ER02
•Effluent#1 =BOD>30 s 220 mg/L and TSS>30 s 150 mg/L 'Effluent#2=BOD.s 30 mg/L and TSS 1 30 mg/l.
• CHECK BOX AS APW rate F
CHECK BOX AS APPLICABLE
❑✓ SOIL EVALUATION a scale: " 40' Ei SYSTEM PAGE 2 OF3
so so
SITE MAP y////j, �ii PLOT PLAN
///////////a �// �/
PROJECT NAME: (Inn Ara) 1O'�/l DESIGN FLOW: GPD
Betty M Lee Trs J Attach design flow calculations for commercial plans.
PROJECT ADDRESS: 25001 St //�� Pipe Material/ASTM Standard(Tables es 384.30-3 8 384.30-5)
BM Symbol: $ BM Bevellon 100.0 FT `AJ sanitary Sever I
Force Main:
BM Description: Nail In Cherry tree
Slope Gradient(%) o well Indicate north IMPORTANT:
of Tested Area: 6/o SY (If appNcable): 0 drawing en arcw Show ground elevation contours at suitable Intervals.
on the appropp1te Ina
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From: Kelly Becker
Sent:Thursday, August 11, 2022 4:49 PM
To: mcmyers@centurytel.net
Subject: Betty M lee Trust Soil Test
Hi Mike,
I am reviewing a soil test you completed for the Betty M Trust property(parcel 008-1029-40-000) in
the Town of Eau Galle. I'm not quite sure I'm following the directional lines you had drawn out on the
site map, so I just wanted to confirm the location of the borings with you. Can you draw out on the
image below approximately where the borings were taken?
_ .. _ 11 k
•
•
•y
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r•, ,
•
Thank you!
ED. area..