HomeMy WebLinkAbout018-2007-27-000 (2)
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~ Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Count _l
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 1 o!j
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed b J! Date
Please print all information.
mo,
Personal information you provide may be used for secondary purposes (Privacy w. 6..j 04 (t) (m)).
rty Location 9
Property Owner z 5 p(9 N R E (or W
Lot 114 1/4 S T
me or CSM#
Property Mailing Address of # Block # Subd. T !t^ - v, ,ej
-70' 7 I City C] Village Town Nearest Ro
ode ? Ph"
State y Zip Code-'711'
city
J ~ ( ) Cr 7r",
• GPD
New Construction Us Residents / Numb"' Of beidr6orilm Code derived design flow rate
❑ Replacement ❑ Public or commercial - Describe: ft
Flood Plain elevation if applicable
Parent material
General comments _ ,✓I 7 -2 /
and recommendations: Sty r
1, JG~ Boring # Boring " Ground surface elev. oft. Depth to limiting factor
in
ED cZ3
Pit Soil ication e
Bounda Roots GPD/ff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence ry •Eff#1 'Eff#2
in. Mansell Qu. Sz. Cont. Color
Gr. Sz. Sh. 0-14 4,
2. 16-2-3 .1
/ ) Q l
i
Boil lication Rate
Boni # Bonng Ground surface elev!_ / 1t• Depth to limiting factor 4-/- in.
® Pit Roots GPDlff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'Eff#2
in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh.
O-1 ,L ✓ ~i l rn ✓ i~r , 3
(fir' C w ~F r
f~ L f1~// S~ _ , b
L~u ~~70 ry ~G~S r
• Effluent #2 = BOD < 30 mg/L and TSS 130 mgrl
Effluent #1 = BOD > 30 < 220 mg& and TSS >30:5 150
CST Number
CST Nam (P~ Print) Si 6900
Bird Plumbing, Inc. Shaun Bird 22 22 hone Number
Date Evaluation Conducted Telep
address ` ~L c/ 715-246-4516
1008 192nd Ave, New Richmond, WI 5401 c~
9e J of
#
Property owner Parcel ID Pa
LS Boring # ❑ Boring
Ground surface elev. ` ft. Depth to limiting factor ~ in. Soil Application Rate
' APit Roots GPD/fE
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 3. -
E Bodng # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in Sal Application Rate
C3 Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 '042
❑ Boring
Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit sod AixAcation
Rate
Roots GPD/fE
Horizon Depth Dominant Color Redox Descripti on. Texture Sure Consistence. Boundary •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. S7- Sh.
Effluent #1 = BODO > 30 1220 mglL and TSS >30 150 mg/L ' Effluent #2 = BOD, < 30 mi;& and TSS 130 mg1L
i
The Department of Commerce is an equal
letase service provider
thc department aployer. If you t 608-266-3151eoa TTY 608-2f,4-8777. services or
need material in an alternate forma, p
SBD4330 (RAM)
~.3.
Soil Test Plot Pla
`Project Name P.C. Collova Bldrs. Inc. Sha. Bir
Address P.O. Box 489
Somerset Wi 54025
CSTM #226900
Lot 27 Subdivision Farm View Ridge Date 5/8/04
SW 1/4 NE 1/4S 5 T 29 N/1117 W Township Hammond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 112.2' *HRPSame as Benchmark
Alternate Benchmark Top of 1/2" Pipe C 100.2'
229'
Property
Line
Scale is 1" = 40'
unless otherwise
noted
109'
B.M.
lt. 111'
30'
8% 35' -1
423' Property Line lope B-3
70'
13-
70' Pro Town Road
3
M N 1 /4 CORNER,
SECTION 5, FOUND
o N SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4
° UNPLATTED LANDS
cn N 89'51'32" E 1316.00'
L1a i _ - - - - - - - - I - 330.63' L17 L78 308.46' _
u HWE =1062.2' 653.99' ~ ~ ~ - - - ~ ~ - -
L12 LBO =1064.2' / N L16 L20
20 / / N HWE =1055.0' ~I =1055.0'
- 15.00' LBO =1057.0'
160607 S.F. • I ~I LBO =1057.0'
3.69 Ac. /^Mh. /,o.f. / \
' ` ♦ pry/ \ \ I~ II N
- J 15.0 ' NNNN I
- - - _ N 87'34'27" W 506.31'- _ - / / \ \ \
8Z }~o~
° o/ 29 ;I w 1219x0 S.F.
21 N 134722 S.F. (A 2.80 Ac.
N \ I
3.09 Ac.
81160 S.F. 2~ >t O
ip I~ d s 1 N
~ ~ 1.86 Ac. \ \ I N I '
LL N I
~ ~ ~ ~ 28 ~ ~o• TEMPORARY
N 80' g
° -4 09'01`Iy 441.58' C 122374 S~ W~ d 1 to EIS ENT.TTO
m -215-46- cp 2.J~ Ac. A P ,-4 eE REMOVED /
c6 - ~0i \ w UPON
O 2 1!) ' \ I EASTERLY
Q in 26. \ EXTENSION OF
12' \ ~ N
3: . \ \ I ROADWAY. /
w~ / ti ~
o M ~ / " \\s~, ~I
► ~ I1n ~j 524AcF / N/, '
N / N \
oW°o I / / / \ \\sr86 T C23 S
a Z 8O' TEMPORARY / 27??•
cp w EASSEM~ / 71902 S.F. \ \ , G~
OVED / / 23 \ 6 1.65 Ac. \ 4O QQj9 / _~6, -
f-- MASTERLY M 113623 S.F. M / \ X03• \ \ Lv 1
Z EXTENSION OF / / 2.61 Ac. N / a \ ~2' \ 0,~/ Gti~~ AWE ~76~
O ROADWAY \ 2, / h l N iy \ \{v ) G / ~iG~1
/ ~V/ V \ / C2
^ \ /
ILn`F ~C, / N 87'32.18' E / / 26 \ \ j~~ ,~1 ' /
co C2 ~R 81.x' / 2 891 S.F. \ / / / 31
C \ ! \A~"' j. 1.60 Ac. , N/ c~~'/ / / i 82454 S.F.
1.89 Ac.
\ ~a+ \ ~p / \ \ \S\6" U/ N 84'40'
s \ N 4
N\ \ \ / ` \ N 6625 S.F. \ _ / . 32
N r c'=\\ ~vA / \ \ 66. 1.53 Ac. o / /d / M 79961 S.F.
o \ \ \\n h \ \S~3" / ^o / / ° / 1.84 Ac.
MI p \ \ \42,369, 3 , / ^ - N 8?21'33" W 459.01'~~
69641 S.F. \ J 72161 S.F. co /:V / '0
1.60 Ac. \ ~p \ ~ Ac. O,/ ^ , / S 33 9
/ \ / ^ /2 / iy 88149 S.F. 6
/ /~G~`L~ \ C39~ ~ \?72 \ \ / / / cV ~ \ \~~4 2.02 Ac.
C~ h1 71 4 A .F \ 2~ 3 7 66' / / l 3~
\ / \ ?8 j, / / / 66474 S.F.S S 89'26'33' W
'L 9
2 8 \ \ / / V 1.53 Ac.
\ / / la0
N . \ ^0 /HIV 7555, " n
ip 6 . / 68909 S.F. / / --46
~p8`~/ / 1.58 Ac. / /~/_T>o/,/ / ~w 336o,•I~