HomeMy WebLinkAbout018-2007-29-000
7
SOIL EVALUATION REPORT Page of 7
,wisconsin Department of commerce
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 3
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 distance to nearest road. Reviewed b Date
Please print all information.
Priv Law. s . .04 (1) (m)). 1
Personal information you provide may be used for secondary purposes ( a
erty Location r~
PropenY Owner G . Lot ~klPl 4 S T O(/ N R _j2EE (or w
Proper Mailing Address L ~t Block # Subd. me or CSM#
city State + Zip a Phone Number ! City ❑ Village Town Nearest Ro
derived design flow rate GPD
y
New Construction Us Residential / Number of bedrooms Code
❑ Replacement ❑ Public or commercial - Describe: ----1- J~---- ft.
nA n~ Flood Plain elevation if applicable
Parent material
General comments
and moommendations:.St,'
5e- ` V
A 3'sr t~ k. -0
Boring aL~-
# Ground surface elev. Depth to limiting factor [i] ~ Pit GPO/if
Hartiton ln.
Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 '042
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. l
0-/Z- 6'-
C-,
0 ,s
Boring in.
Boring # ftft. Depth to limiting factor
pit Ground surface Soil lication Rate
elev~-1~~.~ 7- GPD/PP
Texture Structure Consistence Boundary Roots
Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color ~ D
0
Cr I^r w IF -
~,aD •s Y/6 s
• Eftuent #2 = BOD < 30 mglL and TSS < 30 mglL
• Effluent #1 = BOD > 30 1220 mg1L and TSS >30 < 150
CST Number
CST Hams (per p~ Si 226900
Telephone Number
Bird Plumbing, Inc. Shaun Bird 11
Date Evaluation Conducted
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 ' --L-) c/
Parcel ID # Page -4A- of
Property Owner
[3 Boring
Boring # Depth to limiting factor in.
® APit Ground surface elev.-ft• Sal Application Rate
ce ~nda Roots GPD/ff?
Consisten ry
n Depth Dominant Color Redox Description Texture Structure
' "Homo •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
3~ z SI m r r=r s l~'
ql(o :-:2 4L
30l i `Il ads •~l~ 5 - r" rill f' -
❑ Boring # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
C] Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#l GPDff*EfW
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh.
Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sal !cation Rate .
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence . Boundary Roots GPD/ff
•Eff#1 'Eff#2
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh.
• Effluent #1 = BODE > 30 1220 mglL and TSS >30 1150 mgA- ' Effluent #2 = BOD, < 30 mgA- and TSS 30 m91L ssistance The Department in an alt mate format, service
aTTY 608-264-8777. services or
department aployer. If you t 608-266-3151 or
need material
SOD-93" (1.6/00)
,s
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shaun ird
Address P.O. Box 489 `
Somerset Wi 54025
6tM #226900
Lot 29 Subdivision Farm View Ridge pati` 5/8/04
SW 1/4 NE 1/4S 5 T 29 N/R17 W Township Hammond
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 109.5' *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
B.M.
331' Property Line Alt.
B.M.
B-2
Scale is 1" = 40' 1 10%
unless otherwise 30' Slop
noted
250'
sh-
50'
B-3 20L3 0'
B-1
108'
110'
574'
Property
Line
3
M N 1 /4 CORNER,
SECTION 5, FOUND
SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4
° N LNPLATTED LANDS
N N 89'51'32" E 1316.00'
Lia - - - - - - - - - 1 330.63' L" L's 308.46'
u HWE -1062.2' 653.99' m - - - - r T - -
02 LBO -1064.2'
I~ 20 / N \ \ HWE -1055.0' I L 6 L20 '
II 15.00' 160607 S.F. LBO 1057.0' I, 0 HWE -1055.0'
-1057.0'
3.69 Ac. V- \ I r
I
15.00 I
- - _ N 87'3427" W 506.31'_ _
r- ~Z 30,
I 21 ? o/ \aa 29 w 12 S.F.
N N \ 134722 S.F. 0 2.80 Ac.
T------
81160 S.F. 3.09 Ac. I°
' 1.86 Ac. N
N
N
- N 80p9'o1" l 28 80' TEMPORARY
iv ~W 441 / 122374 S& cP~ y cup-oE T
\ 1 EASEMENT. L TO
(R -215 46' = 8 40 2.% Ac. -J BE REMOVED
Do . ~ Q; ^ \ \ cP. W UPON I
3 to I / ?26. 2' , \ \ \ \ \ I N EXTENSION OF I
ROADWAY.
W ~ 2~ co
N &304 S.F. o j/
/ \~ls
Z Z ;V J 'q 1.52 Ac.
I / / / \ \ ~sr~s \ \ it C23 S
N Z I 199
Q eo' TEMPORARY 27
W EA ENT p a / 71902 S.F.
REMOVED 23 \ s 1.65 Ac. Q"~
I- WESTERLY M 113623 S.F. N / 4u \ \ \~`;S \ \ \ 4j `L gO (+,`9 / - -
Z EXTENSION of / I 2.61 Ac.
O ROADWAY. \ 2 to / cV / v \ \2 G)'i --z- 7- j
co ~07
co to
jcv
q9s
co
ui`F3 C I N 8732'18" E 26 11
81.84'
c~~ 2 / d 891 S.F. O 31
1.60 Ac. 82454 S.F.
rN,\\ C~S \ \ / / \ \ \S3S a wry/ 1.89 AC.
cp.
.N' \c')A iroNc,! oov/ \ \ \6\W / , / / N 84'40' W 4195 41 s
~o\\ Nw,A cl/
25 \ J 7 /
O rTj a ~W= \ \ / \ H 66514 S.F. 32
\ q6. 1.53 Ac. a~ /co / 79961 S.F.
\ \ \ \0 V \v co / p 1.84 Ac.
A /
h
MI ~ ? ~ \ \ \42369, / 3 , M L N 8221'33" Vy 459. ~
L'x01 19 o C% 24 go
69641 S.F. \ 72161 S.F. > N /N / W
1.60 Ac. \ \ \ \ 1. - 66 Ac. 40 33
is /2 / N \2- 88149 S.F.
`L \ C`,9~ \ N ss. \ \ \ \ N \ j4 2.02 Ac. 6
18 \ 2.~S S2j?? F~ 3~'s6 J/ cry,
72244 S.F. \ 377 s l / 34& 1 - - -
1.66 Ac. 9\, 6 /
\ / \ 7 66474 s.F.S I S 8976'33" W
o \ / / G 1.53 Ac.
00
17
9 S.F. 55.4
CID
41 67~8\ 6890
rl s 1.58 Ac. / ` ' w 336 0.. I'-