HomeMy WebLinkAbout020-1481-09-230 (2)
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Wisco sin Department of commerce ~ 's/0T VALUATION~PORT Pago W _
rlvisio , of Safety and Buildings 01.7 9, 19. 3C O
in accordance with Comm 85. Wis Adm. code coun
AtteU compete site plan on paper not less than 8 1R x 11 inches in size. {Plat, must ty_
include, but not limited to. vertical and horizontal reference point (8M), dired,c' and Parcel
percent sbpe, scale or dimensions, north arrow, and locaf on and distance to nearest road.
Please Print all information. Reviewed by Date
Parspyl sllomn1114en YOU provme may Oe used for flM,rypy eurporas (Pnv
kY 4w, s. 15.04 (f) (m))
.
P net t Property Location -
W 4;i ( ' PliA A. Govt. Lot k) - 714 14 E( ) W
Property Ownefs Mailing Address Lot 0 Block 1t
AL&P L7-
COD e- L-111 -45~ C~ Clio J ✓ 1 /
lib State Lp Phan Numbs ❑ CM ❑ 9is ovm Nearest Road
Construction Use:ig-Eesidential/ Number of bedoorn;3~ 4J Code derived design flow rate
❑ Replacement ❑ Pppac or mercial - De~be:
(/,~~~j
Parent material _ -1/(L~-Qer!4__ Flood Plsin elevation if applicable 0!!~ tt
1
General comments
and reOaMMndaSprS
System Type /)17~.-System Elerahon 1
I
M Q Boring [y ~/1
# Q'Plt Ground surface elev. / ft. Depot to Whiting factor r in.
tior~n Depth Dorninant Color Redox Description Sat ication Rata
Texbae Structure Consistence Boundary Roots GPOrIY
in. MurseA Ou. Sz. Cont. Color _ Gr. SL Sh- •ERat 'E!bt2
-2Z,
l
Boring a ❑
4Zf Boring 7
Pit Ground surface elev. / ft. Depth to in" factor , ✓ L.~ n-
Fiorvon Solt icabon Rate
Depth Dominant cola Redox DesaSAiof Texture Structure Consistence Boundary Roots GPDRF
in. Munsell Ou. St. Cont Color I Gr. Sz. Sh. 'Effp1 'EffN2
1
' Effluent 01 = B00_> 30 < 220 mgrL and TSS >:a1 < 150 • EtllrreM h2 = BOD < 30 ng/L and TSS < 30 rr4t
CST Name (Please Print) afire CST Number
Bird Plumbing, Inc Shaun Bird v 226900
Address Date EvWualion Condunm Telephone Nuintier
1432 120th St, New Richmond, WI 5407 715-246-4516
)~3
Property Owner Para;; ID S page of
❑ Boring `/-j~
Boring >Y Pit Ground surface elev. - 1 l h. Depoi W leniting factor
Soil Application Rate
Homan Depth Dominant Cola Redpx Description Tedwe Stmc6re Consistence Boundary Roots GPD1rf
in. Munsell Ou. Sz. Cont. Cda Gr. Sz Sh. 'Eff#1 'EfFe2
/11911, ~ ft , S-
- I ~2L7 rte-,' r .7
I 1
❑ Boring a ❑ Boring - -
❑ pit Ground surface elev. -a Depth to limiting factor in Sal ica6on Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDrtf
in. Munsell Gu. Sz. Cont.Cola Gr. Sz. Sh. 'Efl#1 'EffJt2
Bonng# ❑ng
❑ pit Ground surface elev. ft. Doptn to limiting factor in.
Shc ;cation Rate
Horizon 'lepth Dominant Color Redox Desaipoon Texture Structure Consistence Boundary Roots GPOMf
in. Munsell Ou. Sz. Cont Colo Gr. Sz. Sh. 'EBii 'EfU12
Effluent p1 = 800, > 30 1220 rrgL and TSS >30 < 150 nV& ' Effluent 112 = BOO, < 30 nryL and TSS < 30 nVL
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608.264-8777.
tieU-0le (R60C)
Soil Test Plot Pla
Project Name NWP Holdings Sh' i Bird
Address 1844 River Ridge Rd.
Hudson Wi 54016 'STM #226900
Lot 23 Subdivision Whispering Oaks III Da a 12/10/17
NE 1/4 S W 1/4S 7 T29 N/R19 W Township Hudson
❑ Boring 0 Well M. Property Line County ST. CROIX
Bbl or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBIJ *HRpSame as Benchmark
Scale is l' = 40'
Unless otherwise
noted
B. M. 60'
100' 2 5' 5 . 45'
B-1
90' B-3
31'~ Slope
1? 96.5' 95.5'
Autumn Oak Lane
WHISPERING OAKS - PHASE III TYPICAL LOT OET.IL FOR C ACALCULATION
SOILS AND C6A MAP) _
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z BUILDABLE AREA
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