HomeMy WebLinkAbout040-1331-35-000"JO
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U EVALLJ TION REP C3) T. Msconvn [';'_-epartment of Co;, fnef-c* I t ,
MAY 3 1 2022 SO- A Pace of
Dtvsio,-, of Scafetty ar wit Buiidin,, tr. a=-Oanc6 VAV-i �Ojo, r-n 8.5: 'Afts. Ad.7,, Cone
St. Croix 'County
�-JLSch cornpiete site plan 011 Gac_ipfmqll its 6 64r" 6 rj!tch S ir, SiZa. Plan must
TI ULIO I ai lu ! V_; tl_u. Kd� f tvi Ur VI 11
include, bLff not lirnited to., (SM), directioin and lea r t-, 6 1. 000
-atior,, and distance tc nearesi Load.
perr,ent slope scale or dimensions, no arrow,' an6 lox, ad.
i -
Flea'S e print all informatior. i ReN'ewed by Date
P'ersonsl informitioou provide maybe ay Us-ec; far66=noary purp.-^_ets 'Privacy Law. t. I C�I ��I) (M
t r v
ry i F0.
pm-Ir-Ft" I nr-=tin!7
I
Pit Ground surface Depth to limitinggilactor in.
r__11_� IL JF I C;nil Aonnlir.Rtin-i
Depth
Do.-ninant Colon R&:�Ox DesaiptXt
Munseli QU. Sz. cont. cokX
)Ilu7e
Structure
G,. Sz. Sh.
Corzistence
t Boundary
Ropots
GPDff
*Eff#1
*Eff#2
�-
/{ f
J.
-71
Cy,
6ZBohng # BPitoring %
GAround st rface elev.Depth to limiting factor in. I -qnit Annfication Rmta 11
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont Gdor
Texture
Structure
Gr. Sz. Sh.
Consistence
' Boundary
Roots
GPD/ff
*Eff#1
*Eff#2
of
MA
.Now
Effluent #1 = BOD, � 30 < 220 m;;rL and TSS �30 < I Effluent #2 r BOD. < 30 mg& and TS3 < 30 mg[L
CST Name (Please Print) I nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54(10�x 715-246-4516
t
3�
Property Owner,,.._ Parcel ID #
Boring # Boring
1t Ground surface elev./Zv
ft.
Depth to limiting factor in.
Page of -
Soil Aanlication Pain
Fzon_.
]MEN:
Redox Description
Qu. Sz. Cont. Color
Structure
Gr. Sz. Sh.
IME40
it".
0�
►
PAU%jW
Z11.t'�Gi1�fR�6���.
Boring # Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Sail Aoolication Rate
Boring # ❑Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit - Snll Anollcation Rate
Redox Description.
Qu. Sz. Cont Color
Effluent #1 = BODE > 30,1220 mg1L and TSS >30 E 150 mg/L ' Effluent #2 = BOD5 _< 30 mg/L and TSS 130 n'WL
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S8134330 (R.6=)
Soil Test Plot Pla
Project Name Oevering Investments S n Bird
Address
1433 Cernohous Ave Suite A
New Richmond Wi 54017 STM
STM #226900
Lot 35 Subdivision Vistas of St.Croix 1st. Date 5/26/22
N 1/4 N W 1/4S 15 T 28 N/R1 9 W
E:] Boring Q Well PL Property Line
6, BM or VRp Assume Elevation 100 ft
System Elevation TBD
Township Troy
County ST. CROIX
3/41) or 2 )) pipe
* H R pSame as Benchmark
Scale = 1/4" = 10'