HomeMy WebLinkAbout018-2013-14-000 (2)
Wisconsin Departmen SOIL EVALUATION REPORT Page
t Commerce \
Division of Safety and Buildings I
in actor C n County
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Attach complete site plan on paper not less than 8 112 x 'the
include, but not limited to: vertical and horizontal referen point (BM), direction and Parcel I.D. a/ Q L / 3 ~~(w
percent slope, scale or dimensions, north arrow, and location and distancertopejMG ad. !1 Date
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Please print all information. Revi by
Personal information you provide may be used for secondary purposes (%A razy tRdm (")I-
NI ovation
Property Owner L
Govt. Lot -4; 1! 1 /4 S T N R E( r)
T Lot # Block # Subd. Name or CSM#
property Owner's Mailing Address
(r !
Village own Nearest Road
City State - Zip Code a Number ❑ C ❑
7 -7-j
Code derived design flow rate J2 CL - GPD
New Construction Use Residential / Number of bedrooms
❑ Replacement ❑ Public or commerd I - Des/c/ribe:
f=lood Plain elevation if applicable ft
Parent materiak-~ 7~re- ce r`' J'
General comments
and recommendations:
® Ong # Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appi ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
`Eff#1 'EtT#2
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
Owl 311-
~q '0
ri
ng factor in. Soil Application Rate-
® Boring Ground surface elev. ft. Depth to limiti
Pit ~
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~Eff#1 'Eff#2
f l0 31rr c s -ap S y l r`/ ~t~ (b rScl
_ ' • = mg1L
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30< 150 Effluent #2 BOD 30 mg/L and TSS
CST Name (Please Print) re CST < ST N3g 30 mg
unt
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
Address 715-246-4516
S 0 -
1008 192nd Ave, New Richmond, WI 5401
Property Owner _ Parcel ID # Page of
Boring # ❑ Boring
' it Ground surface elev. ► ~ft. Depth to limiting factor ~ in• Soil Application Rate
a
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
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 J
Boring ❑ Boring F-1 # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate.
Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/fF
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eti#2
Effluent #1 = BOD3 > 30 < 220 mg1L and TSS >30 < 150 mgA. ' Effluent #2 = BOD, 130 mgA_ and TSS 130 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.
SM433o (L6W)
i Soil Test Plot Plan
Project Name Cornerstone Properties LLC S I
Address 1025 170th Ave
Hammond Wi 54015 CS #226900
Lot 14 Subdivision Corner Stone Ridge Date 111105
S 1/2 SE 1/4S 8 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 Fence Post
System Elevation 94.6 *HRpSameasBenchmark
Alternate Benchmark is Top of Survey Iron @ 95.7'
B.M. 230' Property Line
O, Scale is 1" 40'
unless otherwise
noted
B-1
10'
95'
50' -2
20'
B-3
50'
V3-%7o Slope
94'
i
305'
Property
Line
i
100th Ave
® PROPOSED DRIVEWAY NOTES: DRAINAGE EASEMENT
® PROPOSED JOINT DRIVEWAY ALL BUILDINGS TO BE CONSTRUCTED, N PROXWTY OF NOTE:
MOH WATER ELEVATION 91ALL HAVE A IOK" NO OW EN OR RESEENT 94ALL DO AHYNINO WMON
BULONG OPENING NOT LESS THAN T1FO FEET WOULD INTERFERE VM OR CHANGE THE OPERATION
HWE HIGH WATER ELEVATION ABOTE THE HIGH WATER EUWATM OF THE APPROVED aHPRIORENSK WATER DRAINAGE
LBO LOWEST BUILDING OPENING SETBACKS FRONT - Bo' (UNLESS O HFRMSE NOTED) A D SOL BMW NOT N FOR HI NL qo uTHIS .
EMENT REAR - 25' OBSTRUCIM ALTEIWIO, F1LUK WAVAIK OR
COUNTY SECTION MONUMENT SIDE (0 ) UtNNH M M01 ANY FOND TCHM WATERWYATTEER - 2W (FOUND AS NOTED) C LVERTA BERMS OR GRASS SEOMM
SET 1 1/4" BY 18' IRON GENERAL NOTICE
PIN WT. 4.172 LBS./FT. STATEMENT: ( n
SET 3/4" BY 18' IRON PIN s B CT Two sT co TIN"
ToNisw uws
WEIGHING 1.50 POUNDS RULES AND REGIAMIONS (LE. WLiLAHDS MM
PER LINEAR FOOT AT ALL LDT Off, ACCESS 10 PARCO., E1C) BEFORE
OTHER LOT CORNERS PIJ~lVSNO OR DL1ElDHNO ANY PARCEL 0.i LAND,
CONTACT THE ST. CTOOK COUNTY ZONNG OFFICE
AND THE APPROMAX TOWN BOARD FOR ADMCE.
UTILITY EASEMENTS:
NO POLE OR MMED CASES ARE 10 BE PLACED
SUCH THAT THE OWAUATLON WOULD MURS ANY
SURVEY SURE OR OBSTRUCT MOCK ALAM ANY
465.51' LOT LINE OR STREET UW- THE 00TURSAN E OF A
N 84'31'05- E - - - - - - - SURVEY STARE BY ANYONE IS A MOLATION OF
SECTION 23SM WISCONSIN STATUTES =M
EAMOITS AS YEMEN SET I" ARE FOR TK
USE OF PUBLIC BODES AND PRNAIE/P
u111171E5 HAMM A M01T TO SERVE TIE RECEIVED
LOT 7 AUG 2 3 2005
87590 S.F. 9q
2.01 Ac. yqk' m
HK-103&W
LBO-103260 yry' N
ST. CROIX COUNTY
k9~ c ZONING OFFICE
LOT 8
102663 S.F. c
2.36 Ac. w
m I I
N 872856• E 440.05'
i LOT 9 E 1/4 CDR SEC
ro 8 T29N R17W
75629 S.F. v FOUND P.K. NAIL
N~
? 1'74 Ac. m UNPLATTED LANDS
°ao
I N et 47-39. W 483.74, N 89'20'10- E 610.00' I c
LOT 10 577.00'
/ 86121 S.F. CD I too' i $
1.98 Ac. w
W LOT 18 ai
116164 S.F. I of
N 2.67 Ac. I ? 1 33 33'
N ;?6.43'49-
M
( N I LOT 11 W 573.60' z - N 89'3421' E 585.59' 1 1 I-DNK
810 847 Ac. 93.46' y 49113' uir O
0h y ;P a6F o I I~
LT 17 rn -q
w?azg 1~A °o" 93446 S.F. of ct of Im
s ?~;I Io
N 8935'14' E 230.17 2.14 Ac. p o LOT 15 ° LB O at D _„•~s,,-r I o ao
Y t 88639 S.F.`~% I m I z
'o IF LOT 14 Z jt ~ I 1 N .4
1 z 1$
2.03 Ac.
70145LS.F, o$ HWE-103.2.27 N 89'41'34 E 439.12'I I A
I 1.61 Ac. y,a L8.0.-1037.27 too'
3 !do LOT 16 I I '
/ LB.O.=1a1.o 90914 S.F. NI V1I
{
6rAan _ / z 2.09 Ac_ - J °aI
o l I~
(I IlAl
1r'~ F I 1~1
: o I hJI
OpNAt EAS.NDR `O- --1388.84'--LI Y 6~ Jr
N MW6YY 6, SI
I 1 -WI
®
_=zzV 429.84' 33 33'L
30-7 ----------429.
_ - w
S 89"04'17 W 1796.45' - K" _ _ _ _ _ _
S89'o4'17NW1830.54' 100TH"E_NUE__
LINE OF SECT T.29N, 14 17i T SE COR
0 I _LOT 29 I _LOT I I LOT 2 I I I SEC
I CERTIFIED SURVEY MAP - I CERTIFIED SURVEY MAP - I I R17W
RUN AGRICULTURE-RESIDENTIAL -
I I---- c I I I I
SHEET 1 OF 2
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