HomeMy WebLinkAbout030-1090-50-000 (6) ,ax.W;— 0
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Wis.Dept of Saand�Qrofessi�nServices SOIL EVAL( • SR REPORT page / ot, 3
Division of Saletd-IluilQingt!'- Cn accordance with SPS 385,Wis. Adm. Code /n County SiC.Ro,
plele site plan on paper not less than 8 1/2 x 11 inches in size.Plan must
inc ude,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. sairt O F:
percent slope,scale or dimensions, north arrow,and location and distance to nearest road. OHO— 1 t?9D-so -000 D
Please print all information. Revived by Date
Date /`
Personal information you provide may be used for secondary pu'poses(Privacy Law.a. 15.04(1)Im)). I /_ / /7 -
Property Owner Property Lootjii n (�1 rl,.�/+G,1!®
Ch0.ht 3 . F 6)a1BttoFF Govt.Lot JE 1/41JE 1/4S31 Tab N R /9 E(or)W
Property Owner's Mailing Address CDN{ae-t T. Lot# Block# Subd.Name orCSM#
18o .Pe1rc4, 1-akc RSL. 0-ow tA31-.4r-n4 1'5 F',e.I1 a+ 0‘..-le E a Jl e.
City State Zip Code Phone Number Z �ity ❑Village own Nearest Road
1.4VA60K) 1VI I5901(4. I ( 651 3-Siiivv St. •J-csepig 1 wh;tefa5le kocuP
® New Construction Uses Residential!Number of bearooms 3 Code derived design flow rate 4/1.SD GPD
0 Replacement O Public or commercial-Describe
Parent material /O C S 5 D O e r '1'1 I) Flood Plain elevation if applicable ZGj'u X ft.
General comments t' 'L
and recommendations:' 7 5 -
7'� / J .kI1,`+u.4
) Boring# ® Boring 9
0 pit Ground surface elev. ft. Depth to limiting factor 3D in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Donsistence Boundary Roots GPD/ft '
in. Munsell Du.Sz. Cont.Color Gr.Sz.Sh. 'EfF#1 'Eff#2
o—Ib )D` e34 ---------- . S, L �F.S►3k Ish Qw aF . (. . c2
1p-15 i0-10/3 - _ L \fSV-, �� , cw If , t1 , co
3 IS-, 5, 7,540)1 t S L_ e4ry sbti ell‘, cw luF , £ to. I. b
`I .S-3b sYR ilq - S t- . I FS bk , d‘,, c w — . 11 . 7
S 3D-by 5%1'RWL, F 1 F 7.5'1 RWg, S L O-r`n _ 6)..‘„, - a, • to
a Boring# Boring q8
Pit Ground surface elev.s ,�ft. Depth to limiting factor 31 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Donsisten:e Boundary Roots GPO/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I c- II /0123/a - - 5; k. ,aFS bIC dsL- Ci IA, F e 6 ,
Q JI-4Ir IOU" L IFSbe V cw 1 F ► 4 , to
3 16.?I 7.51Ay 4 - 5 L- 2 rive k., AV\ Gw I Jl- ► 6, 1 , 1)
It ).63l 5'IRY/Y SL t FSbK, JAI c ) — . I4 . 7
5 31-b, SYQYIL Fic7.S'iR-N SL v-r✓► A % -- — la, , !a
Effluent#1 =BOO s>30<220 mgtL and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 mg/L and TSS <30 mg/L
CST Name(Please P nt) Signature CST Number
ION/A 51 Sit ri< D a.�, 4 as/7y(o
Address
ete Evaluation Conducted Telephone Number
a9l aooth S+.
Star pox,r,e, w= S`-09- o 7-a'd-cDa1 (6SI-a38-Ibis
SBD-8330(RI 1'l l)
Chas +3cf F Property Owner e I&ro F F Parcel ID# Page Qf'1
of 3
3 Boring# Boring
pit Ground surface elev. ft. Depth to limiting factor_,0 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
in. Munsell (Du.Sz. Cont.Color Gr.Sz.Sh. •A}f#1 •_ff#2
t a $ ro1R4 SA. afSbk. d o ) aF . L .c?
z `b- I( !o-rRSJ3 - L I V. Cw t5 . 14 , Go
6:7•1 75YRYrl L sSk its CW 14F t to I a D
4 ak3a S4R / - S L I F5bi � � cw — r 1 • 7
S 3a-lo SlaYIb F a7,5'1k" S L r5_►v. c9.V. — — ,a . to
Li Boring# Boring •I p g J�_ 3
r Pit Ground surface elev. C0 ft. Depth to limiting factor 3 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R 2
in. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. •Eff#1 ._fyt2
I 0—ID 1ptk31? ------- 5,L dfSbic Ash. Qw dF . (o . 9
0 I b-t5 k U )3 L. I Fs k rt.1-, c.w I F . ►t . t.
3 15-25 ?5'10)1 - SL alrI c . t Cw toF • to I . D
4 d5 33 SY Y/ j SL I F5�+- c d t-. C v%_, — , . -t • 7
S a3-VD S`iRy!i. F irl.SYR 4•Ii SL 0- m (tk -- - r a . Co
Boring# Boring
Prt Ground surface elev. h. Depth to limiting factor in.
1 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHt 2
in. Munsell Qu.Sz. Cont.Color G•.Sz.Sh. •Et7#1 •Eff#2
I
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•Effluent#1 =BOD 6>30<220 rng&and TSS>30 <150 mg/L •Effluent#2=BOD s<30 mg/L and TSS c 30 mg/L
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