HomeMy WebLinkAbout038-1109-50-000 Lot 03D 1)
• [RECE WED L'
MAY 31 2023
Wis. Dept. of Safety and Profess W Services SOIL E VALUATION REPORT Page Of
DMslon of Safety and Buildings Co la 3- IY7
r�Pe�,3 Wis. Adm. Code
corJ��4i'XWve4l
Attach complete site plan on paper not less than 8 1/2 . x I . 1 - inches In size. Plan must County
F
Include, but not limited to: vertical and horizontal reference point (BM), direction and Pr
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
!77
Please print all Information.I Rby Date
Personal information you provide may be used for secondary Purposes (Privacy Law. s. 15.04 (1) (m)).
IVIA,4
Property Owner Property Location
-v' Govt. Lot 1tj:5jt."j 1/4 R j E (or��j
_�Z r J,
Prqmrty Owner's Mailing Address Lot # 131cK* # Subd. t6n*
City Skft Zip Code Phone Number City 0 Vftge Mown Nearest Road
Z Z1Z2L-:
Now Constrwflon Use:jp Residential / Number of bedroorns �Z — Code de4ved design flow rate GPD
10 Replacement 0 i%bU.c or commercial - Describe:
Parent material Flood Plain elevation it applicable
General axnments
and recommendations:
t7
Boring
pit Ground surface elev. ft. Depth to lirrifing factor In.
I Set! Aixilk,-atinn RatA
Horizon
Depth
in.
Dominant Color
Munseff
Redox Description
Chu. Sz. Cont. Color
Texture
ShKboe
Gr. Sz. Sh.
onsistence
oundary
Roots
GPD/ft 2
1.t.=Za2
A�.
1A
110
Boring # [] Boring
21 pit Ground surface elev. ft. Depth to limiting factor in. Isal Annfica Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz- Sh.
-,onsistence
ndary
Roots
GPD 2
?If
A/ /1
-2
e
Effluent #1 = Boo > 30 < 220 mg1L and TSS >30 < 1 §0 ffx4 Effkmt #2 = BOD < 30 m9A- and T55 :5 3U rrQ/L
CST l' a 01" t t7m
Si CST Nuber
'O'Z � /n
Address Da-6 Evaluation Conducted Telephone Number
-'n
LAW"
syja-22 =LL-2 ZZ -j
r
Cp
Property Now ,s ,�..S��,� ID q
Pit gourd slafaDe elev. ,�D 7'� 3 R Depth is MNtlnp fade' �^!n.
PSP .6�. Of - SL -
sei AmlMsfim Rye
� mi
NJ wo� A�
w
W."'Wr4l
mif
W. - - AC-0
mm
MAO,.,11.�7L'�!l�/��lYi'!�IM-
NIWArA,
.4,
M, i
JUMPUIPMW
Mu"#1 s SOD 4 a 30.< 220 n , &W TSS v3O t 150 nV& Ei'&mxtt #2 s 5 I � . end TSS b 30 MOIL
The Dept, of Safety and ProfessioW Services is an equal opportumty somet pmvidec and employer. If you need assxsu=e to
access mvices or teed n tells in an aitcrnate fon=4 Meet the department at f 266-31S 1 or T"TY thmsh Relay.
ses}a3�o��u�t�
t
►Z�
1�
Irv, a 4nd r
r
p
0
0
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 18 WEST,
TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN.
PREPARED FOR: SURVEYOR:
ELIZABETH & KURT CHRISTENSEN DOUGLAS J. ZAHLER
101 E SECOND ST. AUTH CONSULTING & ASSOC.
RICEVILLE, IA 50466 2920 ENLOE STREET SUITE 101
HUDSON, WI 54016
LEGEND
B,il SOIL BORING
— —940— — — INDEX CONTOUR
INTERMEDIATE 2 - FOOT CONTOU
BUILDING SETBACK
C.B.A. CONTIGUOUS BUILDABLE AREA
THERE ARE NO SLOPES OVER 25%
THE NORTH -SOUTH 1/4 LINE OF J
SECTION 27 BEARS S00°28'12"E NORTH 1/4�C�b04E�,� ,' V ;l }�)��� ��
BASED UPON THE ST. CROIX
COUNTY COORDINATE SYSTEM '(SURVEY MAR, � FAIL
SCALE: 1" = 200'
EAST-WESTQ1/4.1INFi/JN,P�L�E-0=�EA v \ 1 N
SECTION 27- �/ / �� /�r N89U'56'_`L`5291.-72'
989�5056"E 739.88127
2672.
79.56
B� CO R f V� R/
% 1/ SECTI6NJ27% / �� T ��\� \ "%* EAST 1 4 CORN \
/i (S`URVEY RK MAIL �- _' /
/� _ l'� `f VbTA /ARE) \ �` �� �-- 1'!.� 1 ( ' ! SECTION 27,
/�/ - �.
/239,87_1SQ:T. (5 501'A ��� •� {SURVEY MARK NAIL) \
A,RfAX4allliG,/w / �2� 702 SQ. //ice
J 1 FT. �� . Lc116j r �' J �► i ��
)C,B/A4.2 I ACRE jB Q\� /1 / 3�T 1 \of .�
l
,LN 9 316 2$ ; 7 , ��Ilk
29. 5
.C_B; . 4.44 A+fiR S/ /` / � \\ I � \ �.0 I �
J TOT_ALAI;EA:'
1 �1 240, �S_Q. F--`((� Y4�X6WI ES)
NOTE: Lots are subject to `- �� AREA �E'XCL l�7 (� _ \
future special assessments I M_ �� `\ \ 230,618 SQ. AF.1 /��`,F? � 2 � 1 1
for any upgrades and �., < L / /// //� j� �-, ��, N
improvements to the road.do
1 l ) —311,
393.6z'�
o 0 3.m �1 � �'\�1/�fli0128
in fs ~
�. ) I Ali AREA�r �/� �A /� ` \ o
00 4ISQ,.,FIT,I�OT
�/l�
.Ln
EXCL t _ - 8 FT.
GRI
\\�\ 3. R5 1#R ES,
` n } t —S89 47'55"W 711.34�
349.41' L 361.9 ' !
113 4-9) 4 6'
LEGEND 19 2 N D AVENUE W9 "' S��--_� o)
COUNTY SECTION CC R ER LOCATION — U IN IP L� N , —/ i a
OF RECORD -MONUMENT IDS NdT�D
SET 1" OUTSIDE DIAMETER X 18" LONG*ON J / % % �� // / `� �\
0 PIPE WEIGHING 1.13 LBS./LINEAL FOOT �- -� / /// // //OUTH 1/4/CORNE
DRIVEWAY LOCATION 1J/j/ f ECTI(1N�� `�'
—� �URV Y MARK:MAf0' �; 1 1I1�
CURRENT ZONING- R-1 t ' �- -- �' 4 1l✓ ` ` — `
FIELD WORK COMPLETED: 05/11/2023
CONTOURS, SLOPES, CBA & SOIL BORINGS