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wt.consr Dave. rant of Cog 1.6 'NO SOIL EVALUATION REPO T Pape of
Division o'Satety an:Buildings
r.aocoroance with.Comm 86 Was horn Code
CO1X1N 5-4 .0 i I
Attend xmpiete aits plan or paper not less than E'•7 x_1 indtes it s:ze.Plan must I �1 ,"'O�-L • 63 yy-))3j 1—3 D-400
include.but not limited to werttca'anc honzorra referenx point'BMI direction anc I Parse IC Yu(
Percent slope.scale or dimensions.nort'arrow anc location anc distance tc nearest road.
Please print all information. Reviewed bye1 i (/7� Dateo
pS lions utramtlbOr rO provroe ms�be usela la setonpsr purpw.t i?r+"eC7 taw r I:.04 (ml;. I ` e h // / Z€ / I '+/57 2. )
Proper Owner ^ ,/n �/ i Properly Location ///��� `�
i /LJ t✓ F4/Lc-C / Cat ` 1I Govt.Lot 1.4 3 J r4 S 3 L T 3 / N R / jj E(. 0
Property Owners Mailing Aod. I l B # S . Name or CSM r Vc j rn i
l 8/ 7 i ) 1rl "TA-. 1 Q Q 1 II ; — /�
Ciy State Zip Ole Phone Iv, ><w ❑City Village Town Nearest Road /1 / /
�� ZC�aQ J, SyvvV, i 7 �/ 57� P�.r-l�-cS •;l,/;,t� Tiu.�UrC�,�,�1//
ConSitId:Kr ...se',�v.estdanna, Number b`bedrooms j/7 c=n'lis derived design tiow rate 3/r/y GPD
C Replacement 7 Puo6c r c///oomme'aa'.-Descnbe I� X
Pant material C'r LC�se. 1 - Flooc Plait elevation if applicable Al/1 ZOIU F R
ilGeneral corrrnerts .�t4 ,-� Low Y;"C� /7
and recommendations:/ ,��
• System Type('1712-(jC44A (f System Elevation \0 Boring
er�.,„7
I Boring* t11. Pit Ground surface slay /O2, Z rt. Depth to limiting factor //v in,.
Soil Application Rate
hiauon Depth Dominant Color Redo Description Textre i Stnrctire Consistence Boundary Root GPDRP
in. Mate' Qu.Sz. Cont Color Gr.Sz Sh. 'Eff#1 'Eff#2
zh
O"1i <) ,-31z. ,S/ 111' to
Z /s-yt, � s/ .. s/ x //Ai l4' - G 4i1
)ei ,_____
.__ Yotlir A e6
I.
Rcei'°# ❑ Boring //D
Pit Ground surface ekw/C5 o lit. Depth to ymitirq factor in.
Sol Application Rate
Horizon Depth Dominant Color Rados Description Texture Strucx a Consistence Boundary Roots GPOHP
in. Maisel Qu.Sz Cont.Color Gr.Sz Sh.
'Eff#1 'ER#2
1 ? ( 3 / 1r .
z y i),` 7y — � -/` l� cJ - 4 r.(7
/1-/ � io 1 -- s �_ m / /44 A/a - -7 / h
t
Effluent#1 =BOO.>30<220 mat and TSS s a /nig& •Effluent#2=BOD.<30 mp4 and TSS<30 moil_
CST Name(Please Print) •ii Sgnature _ CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 5•e17 `/—/) — Z/ 715-246-4516
Property Owner Parcel ID# Page of
❑ Borne ) I
L.
3 Ban ng# pit Ground surface elevlI(�/k • ft. Depth to limiting factor / in. Sol Amtication Rate
Horizon Depth Dominant Color Redox Desaipion Tenmre Structre Consistence Boundary Roots GPDRf
in. Munsel Qu.Sz. Cont.Cola Gr.Si.Sh. 'Eff#1 'Elf#2
z. to-Y�.i r,2y _ _ �/ /77 , [A , 4 if,
3 ��-l/n ,x/h S a n l Nl4 dlt - ,
O`' .
Bang# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting fads in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texhre Structure Consistence Boundary Roots GPO
in. Munsel Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Effe2
Borin g# ❑
Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rale
liortmn lepth Dominant Color Redox Description. Texture Sliucture Consistence Boundary Roots GPM'
et Mussel Cu.Si_ Cont Color Gr.Si.Sh. 'Eff01 'Eff#2
•Effluent#1 =BOO,>30<220 mg&L and TSS>30<150 mg& 'Effluent#2=BODE<30 mg&and TSS<30 mgat
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51104330 at 6000n
Soil Test Plot Pl .
Project Name Gabe Flandrick St' ird
Address 1817 Winding Trail Rd.
New Richmond Wi 54017
#226900
Lot Subdivision ( STM
. 4/12/21
NW 1/4 SW 1/4S 32 T 31 N/R18 W Township Star Prairie
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' *.M.e/
630' Property Line 60' /�
•
60'
� Well
90'
A
3% Slope
105'
B 1 70' B2 . 25 J
5'
106' Area of poor soils not
40' suitable for
conventional system
❑. ,o ►�
B-3
107'
766' Property Line