HomeMy WebLinkAbout020-1094-70-008 Wisconsin Department of Comr�r OVN PMEt.1� SOILI'EVALUATION REPORT Page of
Division of Safety and Bar i( �p�vELO
�MM in accordance with Comm 85,Wis. Adm. Code County ~
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must l
include,but not limited to:vertical and horizontal reference point(BM),direction and Parce I.D. }
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. '-G C / 7C Z
Please print all information.
FRevi�'�wedl y Date
. r 4
Personal information you provide maybe used for secondary purposes(Privacy Law,s.15. (1 (m)).
Property Owner ovation
Govt.Lot 1/4 1/4 S 3T Zq N R E(or W
Property Owner' Mailing Addr ss Lot# I Block# Subd. Name CS
974 54-,
City State Zip Code Phone Number ❑City ❑ Ilage ,Town Nearest Road
New Construction Use:❑ Residential/Number of bedrooms Code derived design flow rate 7-3 GPD
❑Replacement ' 1;�P\ublic or commercial-Describe: %)3 1)
Parent material Flood Plain elevation if applicable /f/JJ::�: ft.
General comments
and recommendations:
System Typ �l/� .�rC System Elevation ,(o/
Boring# O Boring /
5a Pit Ground surface elev.rft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
Boring# ❑ Boring
® ® pit Ground surface elev. 0 ft. Depth to limiting factor&"2 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
®" AL131/7,,, �✓ '
Z
Effluent#1 =BOD.>30<220 mg&and TSS>30 5 150 'Effluent#2=BOD.<30 mg/L and TSS<30 mg&
CST Name(Please Print) S' ure CST Number
Bird Plumbing, Inc. Shaun Bird 0 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 715-246-4516
Property Owner_ Parcel ID# Page of
Boring# ❑ Boring
v �'pit Ground surface elev. ft. Depth to limiting factor�`�6- in. Soil Application Rate
Horizon Depth 6Dominant Redox Description Texture Stricture Consistence Boundary Roots GPDItf in. Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
do
_0 C m W
F-1 Boring# ❑ Boring r
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Appli cation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 `Eff#2
F-1 E] Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
El pit
Soil ication Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
Effluent#1 =BODS>30<220 mg1L and TSS>30<150 mgA- 'Effluent#2=BODS<30 mg/-and TSS<30 mg1L
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SBD•8330(8.6/00)
Soil Test Plot Plan
Project Name Ed Hendricks Sha ird
Address 1289 89th St.
New Richmond Wi 54017 M #226900
Lot 8 Subdivision --------- Dat 10I3114
NE 1/4 NE 1/48 33 T 29 N/1119 W Township Hudson
❑ Boring 0 Well PL Property Line County ST. CROIX
lk BM or VRP Assume Elevation 100 ft. Grade at Lot Stake
System Elevation TBID *HRPSame as Benchmark
Scale is 1" = 40'
unless otherwise
noted Please note: soils in this CSM
are very inconsistent. Poor soils
Caution needs to be used to 31 J/Property Line
preserve tested area.
Expanding tested area will
require further testing. 50'
B-1
10'
1% Slope
50'
B-3
0' 35' Swale
Steep Slopes
50'
Li
B-2
70'
,998' Property Line A,6)./5
OG� �b Lov��M�NC
AppMMvERTIFIED SURVEY MAP
LOCA'PED IN PART OF THE NEI/4 OF THE NEl/4 AND SEl/4 OF THE NE1/4 OF
SECTION 33,T29N,R19W,TOWN OF HUDSON,ST.CROIX COUNTY,WISCONSIN,
BEING LOT 6 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 26,PAGE 6030
AT ST.CROIX COUNTY REGISTER OF DEEDS OFFICE.
Curve Table
Curve# Length Radius Chord Direction Length Tangent(In) Tangent(Out) Central Angle
C1 85.97' 180.00' N69°05'05.5"E 65.51' N57°16'21"E N80"53'50"E 23°37'29"
(N69-0524.57) N57.16'40'15 (N80.54V9'E)
C2 147.70' 160.00' S72"39'28,5"E 142.51' N80°53'50"E S46°12'47"E 52°53'23"
S72'3909.51E N80'5409'7 (S46-1228 E)
C3 211.83' 280.00' S67°53'11.5"E 206.82' S46°12'47"E S89°33'36"E 43°20'49"
-�_ (S67'82'62.5115) S46'1226'E ($89°33'17"15)
—�� --NORTH.LINE OF THE NE 1/4 OF THE NE 1/4
`\. .r NE CORNER
SEC. 33
— ----=— —'== z U�
(FND SURVEY
� w p MARK NAIL)
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t~n04in N F=ci
1•i / \ I pp
lb p
LU
z \\ i I \ SCALE IN FEET
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u ` \ 0 100 200
UA
2.63 i �, ` ` w
Uj
o to
LU
LOT 7 N 3.78 ACRES \• . O J
LL
3 164,485 S F"E� F`�OO�- — r \\__----, I
1'
'1 92' C1 85.03' � I
o N 6 N 805 c°n
,,4.09"C) \ \ \ T=
NS ' S ._I
(O r' n 7
'.) 00. d0 c'12.29 ACRES }-
I rn I N �9. �5 99,954 SF
LOT 8 (11 �! 51
2.09 ACRES a' — 3
[', s' __495.1,01'
_495.10'
91,1237 M `° C------- -N89'33 36"W 130'.41'
N
Q) I I N p f ;ry (A189'33'17"PY) N89'33'36"W o
O ; ;i; J rZ i.� (N89'33'17"W) o
°z 203.59' z 160.15' 172.49 ;� o°o
S89'33'36"E 598.81' 62.58 m` 'n ( '' rn�
- I
aLOT 10 . •� 1 I ;>,' �:•' ? I oo;-,
o0 0
0 4.00 ACRES
%
ly I 174,030 SF EXISTING ACCESS
00
AMERITECH CONCRETE
am PAD EXTENDS 0.6' NORTH N G ^
• OF RIGHT OF WAY. I �s
SOUTH LINE OF THE NE I/4 OF THE NE 1/4 — _ p
o O
603.49 "_ v0)
o ° ---_588833-,y( _____------ - -- --- - -- - --
` -- °ko — =- =-='=-- E I/4 CORNER
111 _ _ �__-L----'s;• SEC. 33
(FND 2"IRON PIPE'
FOUND COUNTY SECTION CORNER FOUND 3/4" DIAMETER REBAR W/ALUMINUM STEM)
MONUMENT (AS NOTED) SET 3/4" DIAMETER BY 18" LONG
FOUND 1.25" OUTSIDE DIAMETER IRON REBAR WEIGHING 1.502 LBS. PER
PIPE LINEAR FOOT
FOUND 1" OUTSIDE DIAMETER IRON PIPE ( ) RECORDED INFORMATION
G� LAND SURVEYOR: PREPARED FOR:
S SOLUTIONS JOSEPH GRANBERG ED HENDRICKS DRAFTED BY: JMS
1235 CTY RD. E 1289 89TH ST. JOB NO. 268 SHEET
NEW RICHMOND, N 54017 NEW RICHMOND, WI 54017 DATE: 10/03/2014 1 OF 2