HomeMy WebLinkAbout018-1008-60-000 (13)i
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WisoonsinDepartment ofGexnmerce ppvr�AF ' N R PORT
niuicinn of C.fac ,kty anrf Aliilrtinn, i`,
Page of l�
Trrzc egf(L-ram Ah Co(ni#85. Wis. Adm. Cade
.JJ�r County
Attach complete site plan on paper not fors n y8 712 x 1't4 inches in size. Plan must
include, but not limited to: vertical and horizontal re M), direction and Partoel I D.
percent slope, scale or dimensions, north arrow, and Iota n an¢drstanca tp:.r)etllrekt xoad.
CC Revi by Date
Please print all informati _
I
Personal irdomufron you provide may be used for secondary purposes (Privacy Law, s, 15 Oa (t) (m)} ! /Z i
d
Property Owner Property Location` f f
Govt. Lot I t>4 11�S T Z N R r
r
E ( W
Property Qvmet's Mailing Address
Lot #
Block #
Subd. Name or GSM# Issyy
City State Zip Code Phone Number
❑ City ❑ Village ' T Nearest Ro dd
L i )
Cc, vw
'1L
ew Construction UsCAResidntial ! Number of bedrooms :Z�_.. — Code derived design flow rate `� J�
GPD
❑ Replacement ❑ Public or commercial - Describe: _ __a_------/-1----------- --
Parent material Flood Plain elevation if appticable i^/) } i
ft-
General oorfvnents _
and recommendations:
�7
I 1
J/' ry
�� ✓ cal fir% C-�
J W^ j`
F Boring # Boring /ti Z
�- pit Ground surfaoe elev. u]J �' "n. Depth to limiting factor 0� L, in. Sail Aoolication Rate
Horizon
Depth '
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
�C
Roots
GPD/fF
'Eff#1
'Eff#2
Boring # 0 Boring 1 � -) "I"
I,C pit Ground surface elev.� ft. Depth to limiting factor��- in. Soil Analication Rate
Horizon
'
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont_ Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDtfF
'Et1#1
'Eff#2
Z ,
' Effluent #1 = BOD > 30 c 220 mg1L and 16b >:iu < 1 ` U mgf Cmu+ +re nc _ w . y �.. _ - • • •7
CSC Name pleaw Pam) - Sig CST Number
Bird Plumbing, Inc. Shaun Bird �r 226900
Address Dare Evaluation Conducted Telephone Numbe,
1008 192nd Ave, New Richmond, WI 54017 �/� % 2 — 0`j 715-246-4516
y -7
Property Owner
Parcel ID #
Page -- of
Li ring ._
Boring # J
factor in•
Ground surface elev. ft. Depth to limiting Soil iration Rate
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots
GPD/ff
'Eff42
in.
Munselll
Qu. Sz. Cont. Color
Gr. Sz. Sh.
'
i
7
Z r
(E/ff#1
&
L
Boring # U Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
Horizon
Depth
in.
Dominant Color
Munsen
Redox Description
Qu, Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIff
`Eff#1
'Eff#2
L] Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit v Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2
Effluent #1 = gOD� > 30 < 220 mg1L. and TSS >30 f 150 rn91L ' Effluent #2 = BOD, < 30 nYA and TSS < 30 mg1L
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.
soo-6339 (R.&W)
Effluent #1 = gOD� > 30 < 220 mg1L. and TSS >30 f 150 rn91L ' Effluent #2 = BOD, < 30 nYA and TSS < 30 mg1L
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.
soo-6339 (R.&W)
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shau !d
Address P.O.Box 489
Somerset Wi 54025 CSTYVI #226900
Lot 47 Subdivision Farm View Ridge 11 Date 11 /13/05
E 1/2 NE 1/4S 5 T 29 N/R17 W Township Hammond
Boring G) Well PL Property Line County ST, CROIX
BM or VRP Assume Elevation 100 ft. Top of 1 /2" Pipe
System Elevation 97.8 *HRpSame as Benchmark
Alternate Benchmark Top of Lath @ 103.0' g M. ,
Scale is F = 40'
unless otherwise
noted
399' Property Line
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!
60'
20'
97' B-2
96'
6%Q Slope
B-3
®1
201 `, g
FIN
329' Property Line
ICINE �P1ATIO 1LNAa I I SEC11ONNE5R
NORTH LINE OF THE NE 1 4 OF THE NE 1/4 FOUNO SURVEY
---- N 89"52'25�E` f — --� 6 LA1L ----
— — — — — — — — — — — — —
a — — CTH RD. "E" 1.317.63' Lu,
----� __
3+•00' N 89'52'25' E 1284.58'
M
— —
.______--....-- __-_._r--__1 ._- ______________ -_
50.00 O L TT 64228 S F 1 47 Ac 50
N B9 52 25 E 1284.52 0 1
390.80' 317.80' 343.79' 232.13' I I
Ilk
LOT 52 \ LOT 51 f LOT 50 / 6 ' I
/
131194 S.F. , `1y 76804 S.F.1r 90314 S.F.
' \ 3.01 Ac. �, 1.76 Ac. c�' 2.07 Ac. �/ 33' 33' z
r
�% / LOT 49
I Iz
151602 S.F. I 0
\ \ \ 49, �� �Sc o n�/ / 3.48 Ac. �, C J' I a
4k LOT 53
1 r 123290 S.F. \ \ \ \ / % 616� r r
& 2.83 Ac.
<
io,e+ N 89'45'05' E— — — — i I� 4r r r LOT 48
163470 S.F. I
— —1 3.75 Ac. I rn
\ N 0353'14" E , !a 1D� E I zl
LOT 54'6�� ' a,,9s' OI f �, ?5�3 <I
124602 S.F. 41, 1 I N 03 53 14 E 25 98�
2.86 Ac. %\ 60616' 81.99, r r 2
-- 1 I
N8130' 39 E rYx I� 5
�29ti.1s' - LOT 55 11 �, II "* �e 99% r I Wi I 5 6
1 } „�a' T " 3 1 47 t m l I
f \ 87393 S-F. } n u'vT 47 0l LOT 46 ml
LOT 56 \ \ 2.01 Ac. t �e_ J 89064 S.F. I Q I
OI 1 �� 2.04 Ae. oln 87136 IS.F. MI 3 33I
116205 S.F. \\ ��S `011 `1,� 1 Z 2.00 Ac. ' I
\ 2.67 Ac. 00'30'46' EI M
I 7.00''--- J I -e
\ \ \ �` 3'\g3 l C8 ' - 89 29'74" w 213.7 89'29 14 W 401 W
_ a9 s', 4- w 213.7 - 4" W
LOT 57 s s� \ \ _----..-- - 6s29'1w
92959 S.F. / f/ ~/
2.13 Ac.
N 00 3G�"'46" E f to ._,
eesa•sF- [
ml
LOT 58 6� e — !� / / II 1 I z I
GO
. I al Q I
91597 S.f.
Qq oC'
2.10 Ac. ^ LOT 73 (o J ZI I"
,311s2 S.F.LOTI 75
jz f LOT 74 I I 87529 S.F. 1 I
3.01 Ac, 77191 S.F. 2.01 Ac. I
q� o !r Q 7g`49'22` w I 1 1.77 Ac.
5 69 3' 05�
` — �l_198.9_218'
1 4 N 89$1'44" W `N 89'31'44" W 1 I
T 72 341,64
LOT '
33.00rM
S.F. — — — — ' I "I
s5�735Ac. LOT 6" I I
73793 S.F. ! 1 oI
SEE SHEET 2 OF 2
DRAINAGE
CAnONS
EASEMENT NOTE:
N0 O"M OP. RESIDEHT SHALL DO
ANYTH" * KN WOULD INTERFERE WITH
OR MANGE THE OPERATION OF THE
APPROVED CONPREM"SW WATER
E
DRAINAGE AND SOL MORON PLAN FOR
TNBS RAT. THIS INCLUDES. BUT IS NOT
UNITED TO BUILDING UPM, OB57RUCTNG•
SIDAENT
OR EXCLAVATINt OR
PLANTING IN ANY POND EARN E34M
N
WATER ORNNAOE DFfp1ES, WATER
RUNWAYS, WATER CULVERT'S. BERMS OR
GRASS SrFEDINCS.
NOTE:
FRONT SETBACX . SG' 01NLESS OTHERHTSE NOTED1
LOCATION MAP:
(NOT TO SCALE)
SECTION 5, T29N, R17W,
crx r
PLAT LOCATION
a �
� W
on
{.
-n
Zb
n x
T .r
m
O n
r'
-•r
-C
T f
SCALE: 1" _ 100'