HomeMy WebLinkAbout030-1048-40-050 (2) Y1�1� i G ST- zoz l - Li-5-2Wisconsin• 1;s =" r't�P tiMOM vioes `J 11.t11A Page / of_y
Diuislon d I , .
SOIL EVALUATION REPORT
Attach completeDEC 06 202 I in a000jdanoe with SPS 385.Wis. Adm. Code County //' /.Y
site .•: on paper not less than 8 1/2 x 1 inches in size.Plan must include, I D6.
but not limited to: : ' andSitorle6Glii Fsiettiioe point : ),direction and percent slope, Parcel
scale or dimensions. ...:! lid beetle*- •o,. .. •.to nearest road. 0-30"I fig-4/0-OSO
Please print an Information. / Datel/
Personal kibmustion you provide may be used for secondary purposes(Privacy Law,s.15.04(1 X 74m)). + 10/4'2l
Property Location 0 Ca
/� �� A/ _Q/ Govt.Lot Y.�� Y. S �-,7 T -7/) N R q
77er814rtY
�.rR.B.0 l" C:JI .LS�� sF r 4 S/ E (or) W
/
Property s Mallnp Add Lot I _ Blodc I Subd.Name or�SMti?C►`�i l
State 21p Code Phone Number ❑City ❑Village KrT Nearest Road
,c.,ai,/h I /A L . . I ( ) I I S M'/-3/I (�T ... .
ID New Construction Use:® m Residential/Numberof bedroos�-/Code derived design flow rate_GPD j/�a-
0 Replacement ]] 0 Public or commercial Describe:
Parent material 7 3/ ��,[�w.',4-Aj / /j,/4 �Flgod plan elevation if appYrtble�.(/L� ft
General comment§ recommendations:
and recoendations: r�IM.c+fi
2e r/c h
DBorig
®Pit Ground surface elev._ft. Depth to limiting factor in.
Soi Application Rate
Horizon Depth Dominant Color Redox Description Texture Sbudure Consistence Boundary Roots GPDIFt'
In. Munsel` Qu.Az.Cont.Color J Cr.Sz.Sh./ l •E •E
/ D-/R 1A5C3,42 I sr/ ,/ zsi GE5 ini . 7 c .. 2 /8 y� 7/Jr,P,5-/y �./ 72,,,_4ci g, c 05 / c , . 8
3,/ -s_.5/7-/I 7.5-'��� /s �,��r ri,/ 0,11 . 7 a /.dY 7Z- 7sX/ ..s Qm rn/ - , 7a , /.‘4
0 Pit Ground surface clay. ft. Depth to limiting factor/,7/1 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F1'
in. Munsei Qu.Az.Cont.Color Gr.Si.Sh. ' •Effttl •Effir2
/ a -I/ /GX-3 -� (, ../ /,�,t61- , 7,,vj oar 71 , ' •/c" . G
-� /y y.,7 1�7Ps7/ .y /1y -c-,1 .�,,,sd/ ".4-3 qc /1 . 6 .8
3 ?- -3 / Yi]Y//y /V `S / 'g'- n,7 In Lc) .7¢ /4 a
/
7 //-/�1n 7,5 k'/A Al‘f� .s .J.a, . .r2/ - - ,y 4 /Z 9
•Effluent#1=BOD,>30 s 220 rig/L and TSS>30 s 1 •Effluent l2=BOO,>30 s 220 ng/L and TSS>30 s 150 mp/L
CS
Signature
• _ L..... /— . '---- 2142 Z
Address �I / Date Evaluation Telephone Number
-r y .?44 /% Zki.: 1 •-C: _ir:--? ->2/ . 7".s- 3k.,-1
SBD-8330(R04/15)
-5-
41
�jE:S f/itNSG.✓ oC
/eT
# ❑fig
Boring ❑Pit Ground surface elev. ft. Depth to limiting factor/✓O in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsel Qu.Az.Cont_Color Gr.Sz.Sh. 'Elf#1 "EMU
/
��// / / / / //e- , rP
f)-/ ? jfJY'.?J.? �1L3 < /m.s�Of sz ) CS Li .7
-t/ ..,-.17,2....cl
-3 - / / 7 ,/ ,- /, �f, r h•/• 7/4„c) — , 7Q /‘4
Boring# 0 Boring
0 Pit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
n. Munsel Qu.Az.Cont.Color Gr.Sz.Sh. ,EB#1 ,Eth12
Boring# 0 Boring
❑Pit Ground surface elev. ft. Depth to listing factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
n. Munsel Qu.Az.Cont.Color Gr.Sz.Sh. 'Efl#1 'Eff#2
•Effluent#1=BOO,>30 s 220 mg/I.and TSS>30 5 150 mglL •Effluent#2=BOD,>30 s 220 mg/L and TSS>30 5150 rng&L
i - -- — i ' —4_2' X2_3
1 1,- .
1
,d, i.rxNy .s.E. ... r
/,r ! 1� '
1
\_11____
1. TI
r . :0\
l
R`
`NFL - ..
9fi
A Zhou/ c&'-I. ,/ "Ate_. .o
4 244.4//• - - /. Xie-r,.L 99.E
/fr=yo `s iE
V ,___
NI
oCef"� - - - - -
25, I
1'" . r - _ . - —' - '
1-
fi �,/�
t2
/ 495.4/Y1.4.44.f
CERTIFIED SURVEY MAP DEC 06 2021
LOCATED IN PART OF THE SE1/4 OF THE NE1/4 OF SECTION 22,T3ON,R19W,
TOWN OF ST.JOSEPH,ST.CROIX COUNTY,WISCONSIN.
SC „FGIY L001-0.�
I 1 II I Community Development
nI1-I I BASS LAKE 1 -O H W
O - I I I I I i` -----;IL 1 1 LOT 2
6"x
I 11�9.49's2"E 263.12' W a a
° I . a��
,.I . . 1Z
•�--43.09'� ' D C W Z •
�I _o
}i� i ' gip/ zNg , '�,C*,, ,
II aI >I 0$J t I �:�_
3 A OT 1 tt N `his
O V' I/ I � NRPA SCALE:1"=150'
f
3oon
I
ry �I I . I cn
i m 150 75 0 150
*I 1 v/
_, _ ,y VERNAL DATUM: NAVD 19BB
N
F� / 1 kw
N
�I/ I 2IL ��I I / ` P PREPARED FOR:
T -. KURT!ELIZABETH CHRISTENSEN
J OI I r ^N so' I I 101 E SECOND ST.
/OI JI W i < RICEVILLE.IA S0I66
>1 02' A ' SURVEYOR:
,.I _ p DOUG ZANIER
G •i. I — W AUTH CONSULTING&ASSOC.
dy i'. a w .„ 2920 ENLOE ST.STE.101
QI HUDSON,WI S1016 ZI :y '�'
Q , Z''I + 220.00' -I
,
MI OI 0/ I SA9.02.01•W 262.7T QF t
l3l a' ^ Parma-E2BL6s• b 1U LEGEND
�JI a o.o ¶ 1-1 IS FOUND COUNTY SECTION CORNER
1 I ='!"',F LOT 2 QI MONUMENT,AS NOTED
lid I iR
>1\ +II = 4 v 0 SET 1 INCH OUTSIDE DIAMETER BY
1 = I r NRPA Q CLI 18 INCH LONG IRON PIPE,WEIGHING
\ \ N Z 1.13 LBS.PER UNEAR FOOT
VII- } W •z �is I i.;1 AC 9sjp
\ 7 I;� / DI. � SOIL BORING
e• T ;(� J
1 " --/ 9q0 J BUILDING SETBACK UNE
OI I / FRONT: 75 FEET
W \ I �8. E N'')) SIDE: 20 FEET
\ / Vi .-y . J100-66:11-/, REAR: 20 FEET
L1I J 1�'ALII
1'�'�• '/ — —940— — INDEX CONTOUR
F I 11d , f3fFE W
7D,,I i `-.'� INTERMEDIATE 2-FT.CONTOUR
�YY1 "—
UJ 1 r
V,' -
UI I� N I n Z' O •
NBPA
OI \ I I •
"/is Ah I (NET BUILDABLE PROJECT AREA)
1 II
HWE=93so \
I i LBO-931.00^.f' -� NO SLOPES 25%OR GREATER
r I, 9} ,� EAST 1/4 CORNER- EXIST ON THIS PROPERTY
(/ WEST 1/4 CORNER 1 / \ SECTION 22
I` SECTION Z2 II
2'OUTSIOE it
DIAMETE
j i SURVEY MAIM NAIL 11 i ..-11IT \ IRON PIPE 1
gDDo.Dr HI 11° \ _O 1036
N89•s4'sz•w z30.a`' 0
-NB9S1'STW 5266.09'-- I I
UNPLATTED I EAST-wErr s/4 uhri
LAND I I iUNPLATTED
LAND
DRAFTED BY:DOUG Z4NIFR PROJECT NO:B001-004, DATE:11/1921
CONTOURS, SLOPES, NBPA, CBA & SOIL BORINGS