HomeMy WebLinkAbout020-1481-09-200 (2)
~7 CST - ail-, 1)
w%Ismmin Department of Commerce 'y S 1 Sol I I I -Am [Z Z o7.a 9.19. 3 G 67 E
OL VALUATION REPORT Pae _
~C
W
Division of Safety and Buildings
m accordance with Comm 85. Wis Adm
. . Code Count 4 Attach complete site plan on paper not less than 8 112 x 71 inches m size. Plan must ' S7 C44 4m
include. but not limited to. vertical and horizontal fefereme point (BM), direction and Parcel 1. 7f1 17
-
Percent slope, scale oe dimensions, north arrow, and location and distance to nearest road, G 0
Please print all information. Revwwed by D( CCOEl1NTy Date
Pew I ierl erbn you q ida may W umd Pow a n4ery ,i P (vmacy Law. s. 15. Di (1) (m)) .
Property ``fir Property Location
VwJ TTI, Govt. La N ^ 114 5014 S T Z, N R E ( ) W
f~" Owners Maikrg Address ` Lot p Block b S1bd Name or CSM#
'1 IZ1 ..r ~v 01 SLr
il.
City State Zip Phone Number
• ❑ City ❑ age own Nearest Road 1 l~
ig~kkPiIV Construction Use:S.6esidenbal ! Number of ;144- Code derived design flow rate KJ_V _ _ , Or GPO
Replacement it& ❑ PpDlicbor c«r mewl - peSRyjpe:
Parent matonal aterial..tJCGr•C./~/ Flood plain elevation if applicable 11.
General comments
and recommendations:
System Type System Elevation
i
Boeing
Setting
II /
a Q~1~y ~
# plt Ground surface elev. l_` lrI t- M. Depth to limiting factor _J~ in.
Shc Application Rate
Florum Depth Dominant Color Redo. Descnpbcn Texture Structure Consistence Boundary Roots GPCM
in. Mu1seA Ou. Sz. Cont. color Gr. Sz. Sh. 'Efffll 'EM#2
~
Z~
Borkv J
N ~
OPI Ground surface nlev.l M. Depth to limiting factor _ n. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistencee Boundary Roots GPDOF
in. Mulsell Ou. Sz Cont. Color Gr. Sz. Sh. 'EMpt 'EMM2
r~
Llo 'e- ~ 7 'ate
1
'Effluent Ale SOD. > 30 < 220 rrgYL and TSS >30 < 150. ' Effluent 02 = SOD, < 30 mgA- and TSS < 30 mg/L
CST Name (Please Print) ZS ' ature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address ' / Oate Evaluation Conducted Telephone Number
1432 1201h St, New Richmond, WI 5401 1,2 -/:7 715-246-4516
Property Owner-- Parcel IDk- Page -of
. ---_iQ Pit Ground surface elev.. Jnh. Depth to limiting factor + , 1 In Soil APPI icaUOn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPWff
in. Munsell Ou. Sz. Cont. Color Gr. Sc. Sh. 'Eff#1 'Eff#2
~D O r 1I L t i J - C~
2- 15
F-I Boeing J; ❑ Boring
❑ pit Ground surface elev. R. Depth to limiting factor in. $ejl Application Rate
Horizon Depth Dominant Color Redox Descripton Texturro Structure Consistence Boundary Roots GPDM
in. Munsell Ou. Sz, Cone. CWOr Gr. Sz Sh. 'ER#1 'EM
Boeing # ❑ Boring
❑ Pit Ground surface elev. R. Depth to ImMg factor in.
Sql Rafe
Horizon Iepth Donriinant Color Redox Desrnpaon. Texture Structure Consistence Boundary Roots GPOM
in. Mansell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Elf#2
Effluent #1 = 801), > 30 < 220 mg/L and TSS >30 < 150 mg4 ' Effluent #2 = BOD, < 30 mry1 and TSS < 30 mg/l.
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an altemate format, please contact the department at 608-266-3151 or TTY 608.264-8777.
s110,33300tAw.
1
Soil Test Plot Pla
Project Name NWP Holdings S in Bird
Address 1844 River Ridge Rd.
Hudson Wi 54016
C_STM #226900
Lot Subdivision Whispering Oaks III ate 12/10/17
NE 1/4 S W 1/4S 7 T 29 N/R19 W Township Hudson
Boring Q Well PL Properly Line County ST. CROIX
BM or VR1' Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD * H R pSame as Benchmark
Scale is 1" = 40'
unless otherwise
noted
Ioa•
l0t4b Slope B_3
101'
434' Properly Line
99'
0'
-d 20' 11or-1-4d 75- 10 1 Area of poor
soils
I
120
Autumn Oak Lane
TYPICAL LOT DETAIL FOR CBA CALCULATION
WHISPERING OAKS - PHASE III _
f S .ILS AND CBA MAP'' Y„ F
}I - - CONnOUOUS
I BUILDABLE AREA
♦ 4-.11 Pa+IIICS ~
111 ~ }11
-
~aR-~.ao FC9r.:
4~ ♦ ♦ AF 1. :f. FCYi.G A 13F -
A ~I
♦
\
AS
\ _ I - -
_
_ III
V I'
E`.7
A
L - _
I •II I~a1~ ~r-_
I
I
I
♦ ♦ )I~
I ♦ r
_
_ _
T
1!
r