HomeMy WebLinkAbout018-2007-22-000
SOIL EVALUATION REPORT Page J___Of
Wisconsin Department of Commerce
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County. ~ S
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.
percent slope, scale or dimensions, north arrow, and location and dis --to nearest road. Reviewed Date
Please print all information. -
Personal information you provide may be used for secondary purposes (Priv s. 1 ~04 (1) (m)). ~~~7~ ` `
Property Owner roperty Location _
Govt. Lot 1!4 N~1l4 ST 9 N R E (or W
r ) I
Property Mailing Address Block# bUDG;.XWTW ON
Q !►^-V't'oi/
i H"' 1
(y State+ Zip Code Phort m City ❑ Village Town Nearest Ro
1 ( i i /0> .
4-5- Avy -1
Code derived design flow rate GPD
1-11 0- New Construction Us . Residential M"-~~
❑ Replacement ❑ Public or commercial - Describe: -
_ nA. r
Parent material Flood Plain elevation if applicablef ft
General cornments
' O
and recommendations: .3y 5 e (~,✓c t.iUC:c~,~ 102
I
Boring # Boring
yM ~ `'fit Depth to limiting factor in•Soil Application Rate
Pit Ground surface elev..A>~ ,'j
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Etffi2
`T Ir
I 0- b s m
0 r" sbI ✓rl
Boring # Boring
Ground surface elev. ~u Depth to limiting factor ~ in. Soil Application Rate
IL"s Pit
on Texture Structure Consistence Boundary Roots GPD/ff
Horizon Depth Dominant Color Redox Descripti
Gr. Sz. Sh. 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont Color
/L 3(z, S
' Effluent #1 = BOD > 30 220 mg/L and TSS >30 1150 ' Effluent #2 = BOD 30 -11 and TSS < 30 rn9/L
CST Number
CST Marne (Please Print) S. 2T
Bird Plumbing, Inc. Shaun Bird 22 Number
Date Evaluation Conducted Telep
Address _-L-) C/ 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 .
t
Parcel ID # Page A_ of
Property Owner
Boring z
® Boring # ❑ ' Depth to limiting factor_ in.
pit Ground surface elev. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .EGPDIfgE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 6-)0 ~31v '51 -Ar, 41 L' It
(6-33 7.
-I L
I s- r
F-1 Boring # Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fE
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑
Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sod Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence . Boundary Roots E GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODE > 30 < 220 mglL and TSS >30 150 mgA- ' Effluent #2 = BOD5 < 30 mg& and TSS 30 mglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD4330 (e.6=)
Soil
Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shaun'
Address P.O. Box 489
Somerset Wi 54025 O(TM #226900
Lot 22 Subdivision Farm View Ridge Date 5/8/04
SW 1/4 NE 1/4S 5 T 29 N/R1 7 W Township Hammond
F-I Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 102.8' *HRPSame as Benchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
40'
215' Property Line Alt.
B.M.
B.M.
70'
25' -2
45'
8% Slo e
B-3 Scale is 1" = 40'
unless otherwise
367' 100' noted
Property
Line
B-1 101'
103'
Pro Town Road
3
M N 1 /4 CORNER,
SECTION 5, FOUND
o c:, 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
L14 - - - - - - - - I~ 330.63' - - Ln L18 308.46' _
E HE -1062.2' 653.99' - - - - T - -
L12 LBO =1064.2' f
N \ HWE -1055.0 U6 LL
- 15.00' 20 cNO \ LBO =1057.0' I ^WE -1055.0'
160607 S.F. \ I II LBO =1057.0'
3.69 Ac.
- _ - _ N 87'3427" W 506.31' 15.00'
~z :30
l / \ \ a 29 ' o 1214 b6 S.F.
I N 21 Z CV \ \ 134722 S.F. cn 2.80 Ac.
' 0 I t9 81160 S.F. 3.09 Ac. -'C
Io
1.86 Ac. \ \ r y I N
0
0 N 8o.09-0 28 i to iv j--w 122374 S4& \ \~cP~ I~ - TEMPORARY
cn _215_46' 58_ ` 2.® Ac. \ v+ v eEco
co ct~ \ cD. G w UPON
Q^ / 226. 2- ' \ \ \ \ \ ~I1 N .EX1EN90N OF /
3 W / \ 4, \ I N ROADWAY.
0) 1 4.
N 8304 S.F.
Z cz o I'q 1.52 Ac. 0
o2Z I / / / w \ \\sr~s C23 S
80 1EMPORARY
W CUL-DE-SAC 27
EASEMENT. ^v / 71902 S.F.
BE REMOVED 23 \ s 1.65 Ac. \ .
WESw s1ER~Y M 113623 S.F. ~p3, 41 -1 (IV Z ROADWAY. N OF 2.61 Ac. a 1 LB~
\ N / d \ \ \2\{v G~~ G~~ / G GZ ~
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jcv
u`ri`F3 0.~ / N 87.32'18" E / 26 \ \ ro
81.2• 891 S.F. 31
t^ 1.60 Ac. , N/ 82454 S.F.
? 1.89 Ac.
60, \ C~ cr N N \ & N 84'40' ~5
\c,' to cA co/ \ \ H' i
Nt~!oW, / tp/ \ \ \1~W
25
Fm N 66514 S.F. O / 32
LA'-\\ 1.53 Ac. 79961 S.F.
Nj \ \\C~~ p / 1.84 Ac.
00
oll
MI A \ \ \ \ X2,369 N 8221'33" W 45901,
IAJ of \ C~ \ \ 9 \ \ / - t9
19 ~\\c`~. 30 24 \ J / to
69641 S.F. x\
72161 S.F. v
1s0 Ac. 1.66 Ac. / o/ <ti 33
/2 / ry \20 88149 S.F. 6
C'i39~ ~ ~ 6g?I' ~ \ \ \ / ~ cv ~ \ 2.02 Ac.
18 \ \82.~5'~S?~22 F\ 3/~6s ~~J cN,
°`lb
72244 S.F. 34&
-A 1.66 Ac.
/ c 66474 S.F. S 89'26'33" W
\ \ p j \ \ 1' / /V 1.53 Ac.
2
00
17 lc~
iol N 6\ \ %'y~ / 68909 S.F. ~N X555.4
i 6"
1.58 Ac. ~w 336 0,. p