HomeMy WebLinkAbout018-1008-90-025 (18)!� artrnent ofC< mercer Sq)IL EVALUATION REPORT Page of
fety and Buiidi gs
LC�'"�1tir.S�S�ll15i mts ..�vis. m- e rr
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mplete site plan on paper not less than 8 112 x 11 inches in size- Plan must
but rxlt limited to: verticat and horizontal reference paint (8d1j..sllGection andParcel I D.
lope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revs by Date
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.64 (1) lml)4� /z �� d
Property Owner Property Location
tM = 1/ 5 T 7- O N R E( W
Govt. Lot
Property Owner's Mailing Address Lot # Block # Subd Name or CSM#
City State Zip Code Phone Number ❑ Crty ❑ Illiagri T Nearest Ro'd
ew Construdion us esidential 1 Number of bedrooms _ � Code derived desian flow rate _—GPD
❑ Replaeeme l 0 Public or commercial - Describe
Parent material 14�1'.� �_ Flood Plain elevation if applicable
General otn unents /
and recommendations:
l G . !
sofiN # U Boring ,/
�- pit Ground surface elev. 7 � �_ ft. Depth to limiting factor �` to Boil Application Rate
Floram
Depth
in_
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consisten ce
Boundary
Roots
GPDfff
'Eff#1
'Eff#2
q—`
-
T J
, l
•- ��`�,,�• ,_
1
it }
1U f'
#
❑ Bonng fi
fix]
� pit Ground surface elev, L u ft. Depth to limiting factor in. MSoil ADDlication Rate
Horizon
'
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDfff
'Eft#1
'Eff#2
3
Effluent #1 = BoD > 30 < 220 mgA- and TSS >30 < 150 tirnuern Rz = ouu - r.,
CST Narne (phase Pam) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Fvaluarcn Conducted 1-efephone Number
1008 192nd Ave, New Richmond, WI 5401 �- 715-246-4516�
FPWty Owner —
Rrxina # F� B<.ing
a I j
Parcel ID #
l'-'-2
Page of
L�
Ground surface elev. i I h. Depth to limiting ?actor _ W i _ In,
Soil lication Rafe
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots
GPDlfF
•Eff#1
'Eff#2
in.
Munsell
Qu, Sz. Cont. Color
Gr. Sz Sh.
1
��/
--
►
a i
c
Z-�
z
sl ti
—
1-1
Boring
Borin# u
Pit Ground surface elev. ft. Depth to limiting radon in. Sal iration Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/YF
'Eff#1
'Eff#2
Boring
DBoring # ❑ Pit Ground surface elev. ft. Depth to limiting taaor
Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Soil i Rate
IfF
GPDff
`Eff#1
�Eff#2
Effluent #1 = BODi > 301220 mglL and TSS >30 < 150 mglL ' Effluent #2 = BOD3 < 30 nxA and TSS 130 mgil-
The Department of Commerce is an equal opportunity scrvice 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 WY 608-264-8777.
SB&9310 (KAM))
a
1
Soil Test Plot Pla
ame P.C. Collova Bldrs. Inc. Sh bird
Lot 73
E 1/2 NE
N/R17 W Township Hammond
[� Boring 0 Well PL Property Line County ST. CROIX
BM or VRP assume Elevation too ft. Top of 1/2" Pipe
System Elevation 93.4' *HRPSameasBenchmark
Alternate Benchmark Top of 1/2" pipe @ 98.3'
P.O. Box 489
Somerset Wi 54025 STM #226900
Subdivision _Farm View Ridge II Date 11/13/05
1/4S 5 T 29
Please note: Surveying was not
completed at the time of testing, All lot
lines and setbacks will need to be field
verified prior to installation!
Soil Test may not be suitable
for owner's desired building
location, if tested area is
disturbed or a different area is
desired, a new soil test will
need to be done!
423' Property Line
Scale is F = 40'
unless otherwise
noted
5% Slope
92'
B-20,*_
93'
434'
Property
Line
B-3
40'
a'
iF B-1
150'
*At1.B.M.
\ B.M.
1.7ti Ac. µoI 2.(JI Rc. yq
mil 3' 3
Aw w �i
LOT 49
��
151602 S.F.
p 1 `L/ i'
3.48 Ac.
i
zi i � �
�
5•
ral
N 89-45'05' E_ d ��' LOT 48
_ _
/ 163470
S.F.
- 568.57' — �1\ \ C1�� �`
3.75 AD.
N 03' '14' E
• p
D. I N 03'53'14' E
bf - 81,99' r
g2 9a
9" ~r314.99'
1 61.d4,.. '
LOT 55
R73$3 SF. LUT -�F7
\ 2.01 Ac. 1 O ; 4pyti+ : 39064 S-F.
�� ��
h; r
I a N LOT 4�
8713fi
T
�� 3' 331
\-p A�0 A� � 2.04 Ac.
V
QIM .F.
Z 2.00 Ac
4
�I
75 S.F.
7 Ac.
�I 4 ',, d �`
vs E
I
I
N 10030'46' EI
7.00
c I
pp\
J
-
L'N
b
,-A
NLA
�°
® - --150_Oo'- J
(r j
Ss.
7
C8
i
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-
- - -
8929'14" W 213.7 8972914 W
—`
j W
--
89'29'14* W 213.7 ' 89'29'14" W
N P M
{
N 00'30'46 E j
a
L
7 �O'
0
I
8 �i
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LOT OY3 �Q
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o
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ITT 75
I
^, 47 1311 62.F.
f r, o ;
z
j LOT 74 I
LOT'
87529 S.F.
I
W
3.01 Ac.
N
77191 S.F.
'..77 Ac. I
2.01 Ac.
_79'49'22•
W
_
~�
198_93_ —
L _205,18' ,
N
89'31'44" W
N 89'31'44" W I
P
LOT 72
—
— 341.64=
67F51 S.F. !
L0 T 6 9
' 33.00'
I
Ac. ;
m
73793 S.F.
r
/
I
SEE SHEET 2 OF 2
cu
DRAINAGE
EASEMENT NOTE:
NO OWNER OR RESIDENT S� ALL DO
aNYTHNG WHICH AVUILD INTERFERE WTH
OR CHANGE THE OPER.ATIOJ � THE
APPROVED OOIPREHENSM& NA7ER
DRAINAGE AND SOIL EROSION PLAN FOR
— PUT. THIS NCLUDES BUT 15 NOT
LIMITED TO BUILDING UPON, O�DSTRUCTING,
ALTERING, FlLJNG, OR E%CAYA77NO OR
PLANTING 'N ANY POND EASEMENTS,
WATER DRAINAGE DITCHES. WATER
RUNWAYS, WATER CULTS, D£R)AS OR
GRASS SEEDINGS
NOTE:
FRONT SETBACIC • 30' a1NLESS OTHERWISE NOTED)
tlCASLRED FRCH R-O-V)
SME SETSAOC • 1P3'
REAR 5E'MMX . 25'
NOTE:
ALL DEARNGS ARE RET' "CEO TD THE
NORTH -SOUTH 1/4 UNE Of SECTION 5,
T29N, R17W. ASSUMED AS NO7 21'34'E..
LOCATION MAP:
(NOT TO SCALE)
SECITON 5, T29N, R17W,
PLAT LOCATION
N
x
zX
,
zo
�X
m
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m
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CD
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SCALE: 1' . 100`
0 25 50 too 250
DRAFTED BY: JEFF MIKLA SHEET 1 OF 3
HUMPHREY ENGINEERING