HomeMy WebLinkAbout034-1007-40-025 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings In accordance with Comm 85,Wis.Adm.Code
County
Attach complete site plan on paper not less than 8 Y2 11 inches in si ant St. Croix
Include but not limited to:vertical and horizontal reference point(BM,uIrection anu Parcel I.D. 034-1 007-40
Percent slope,scale or dimensions,north arrow,and BM referenced to nearest road.
Please print all information Revie by Date�l f t57
Personal information you provi s(Privacy Law,s. 15.04(1)(m))
Property Owner Property Location
Waldo Rott Govt.Lot SE v4 NE % s T 2 N R 15 E(or)W
Property 1 5 Owner's i ai8 g Address NOV 2 8 200 Lot#2 Subd.Name r CSM#�1c,� IBlock# 5�
City St to 5f.QftIX COUIQtWe ❑City O Village O Town Nearest Road
Glenwood City G OF 050 1 Springfield STH 128
®New Construction Use: Rl Residential/Number of Bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement ❑Public or Commercial—Describe:
Parent Material till Flood Plain elevation if applicable N/A ft.
General comments and recommendations: Recommended loading rate of 0.6 GPD/sq.ft. Place 3 to 4 inches of sand on the surface
prior to tilling then chisel plow to a depth of 14 inches_below the original grow—n`c'surface to remediate the platy structure observed from
6 to 13 inches below surface or design the system with a loading rate of 0.4 GPD/sq.ft.
1 Boring
Boring#
0 Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 14 in.
Soil ADolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDR
in. M nsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-6 10YR3/3 None SIL 2-f-gr Mfr Cs 3f 0.6 0.8
2 6-10 10YR5/4 None FSL 2- pl Mfr Gs if 0.0 0.2
3 10-14 10YR5/4 None FSL 2-m-bk Mfr Gs 1f 0.4 0.8
4 14-20 10YR4/4 5YR4/6 f-1-p SICL 2-m-bk Mfr Gs if 0.4 0.6
5 20-35 5YR4/4 5YR4/6 f-1-f SL 1-co-bk Mfr Gs 1m 0.4 0.7
6 35-60+ 5YR4/4 None SL 2-m-pl mfi - - 0.0 0.2
❑Boring
2 Boring# OPit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 18 in.
Soil ADDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu.Sz.Cont. I r Gr.Sz.Sh. *Eff*1 *Eff#2
1 0-10 10YR3/3 None SL 2-m-bk Mfr Cs 3f 0.6 1.0
2 10-18 10YR4/4 None SL 2-m-bk Mfr Gs if 0.6 1.0
3 18-40 7.5YR4/4 7.5YR4/6 f-1-f SL 1-co-bk Mfr Gs 1f 0.4 0.7
4 40-55+ 5YR4/4 5YR4/6 f-1-f SCL 0-m mfr - - 0.0 0.0
*
Effluent#1=BOD5>30:5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD5 <_30 mg/L and TSS<_30 mg/L
CST Name(Please Print) CST Number
Mark Iverson :22!7�� 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 November 1, 2007 715-796-5664
Property Owner Waldo Rott Parcel ID# 034-1007-40-000 Page_I_of 3
3]Boring# ❑Boring >55
OPit Ground Surface Elevation 98.2 �. Depth to Limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PDW
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-6 10YR3/3 None SIL 4241 Mfr Cs 3f-m 0.6 0.8
2 6-9 10YR3/3 None SIL Mfr As 3f-m 0.0 0.2
3 9-13 10YR4/4 None SL Mfr Cs if 0.0 0.2
4 13-21 7.5YR4/4 None SL 2-m-bk Mfr Gs if 0.6 1.0
5 21-36 7.5YR4/4 None SCL 1-co-bk Mfr Gs 1f 0.2 0.3
6 36-55+ 5YR4/4 None SL 0-m mfr - - 0.2 0.6
a Boring# 10 Boring
❑Pit Ground Surface Elevation 96.6 ft. Depth to Limiting factor 10 in.
Soil Aonlicatio Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fe
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-6 10YR3/3 None SIL 2-f-gr Mfr Cs 3f 0.6 0.8
2 6-10 10YR3/3 None SIL 2- pl Mfr As 3f 0.0 0.2
3 10-12+ 10YR4/4 7.5YR4/6 f-1-d SL 2-f-pl Mfr - if 0.0 0.2
5]Boring# ❑Boring
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil ADDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu.Sz.Cont,Color Gr.Sz.Sh. *Eff#1 *Eff#2
"Effluent#1=BOD5>30!S 220 mg/L and TSS>30 5 150 mg/L *Effluent#2=BOD5 5 30 mg/L and TSS<_30 mg/L
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.
s
Page 3of3
0 ft. 24 ft. 40 ft. 80 ft.
N
Properly Line
Alfalfa
field ey
o� � SA
O Of O� O �
O cD =
�O a
^O 000
B-1
100.0'
Sop
9t
100
woods
B-4
a
96.6' B-3
98.2' o
0
B-2
i
100.0' o, o
0 0
tp
ry'
Fill Area ;�° ^Q g BM#&Description = Bench Mark B-1 = Borin Location &Elevation
SN Elevation 100' 9
All unmarked property Imes are greater than 100'from borings
Owner: Waldo Rott Site Information: Completed By: Mark Iverson
1115 Hwy 128 SE 1/4, NE 1/4, S4, T29N, R15W 680 Larcom Street
Glenwood City, WI 54013 Town of Springfield Hammond,WI 54015
Phone: 715-265-7050 St. Croix County 715-796-5664
PSS#198/CST#46672
i
RECEIVED 1111111 1'l'll�
* Il11 1111 IIIII Illll IIII 111111 Ilfl 1111
FEB 9 '73 86$$55
KATHLEEN H. WALSH
C E R'I'I F I E D�t1R��Y MAP REGISTER OF DEEDS
ST. CROIX CO., OR
RECEIVED FOR RECORD
THE SE 1\4 OF THE FRACTIONAL NE 1\4 OF SECTION 4• 02/14/2008 10:OOAM
AND PART OF THE SW 1\4 OF THE SW 1\4, OF SECTION 3, CERTIFIED SURVEY MAP
BOTH IN TOWNSHIP 29 NORTH. RANGE 15 WEST, VOL REG FEE:PA13.005501
TOWN OF SPRINGFIELD, ST. CROIX COUNTY•WISCONSIN. COPY FEE: 3.00
PAGES: 2
CURVE #1 DATA CURVE #2 DATA
Radius = 2000-08' Radius = 2000-08' NE corner
Arc = 488.96• Arc = 152.73' Sect- 4-29-15
Chord = 487.75' Chord = 152.69' I'd Alum. Cap
Chord bearing = S09-27'13"W Chord bearing = Soo-15'44.5"W
Central angle = 14°00'26" Central angle = 4°22'31"
Bearing in = S16°27'26"W Bearing in = S02°27'00°W l W DRAFTED BY:
Bearing out = S02°27'00"W Bearing out = S01°55'31-E N Joel A. Brandt
t--1 o JB SURVEYING LLC
UNPLATTED LANDS N
In
Nw corners N89'04'17"E 1319.06' NE corner �+
If SE/NE 659.53' 659.53' septic of SE%NE �SGO�tQ�
i
Doi a, / iron set ±20' LOT 1 sh� 90• �D.>' f�••JLA
F north of fence 806"pj ;
i b M 439.339 sq.ft.
y �: �
/ N N 10.10 acres o Dr�ve`dT
UNPLATTED ri co 'o ees/- v
/ w '1 Incl. r—o—w ,r�r a j �'• _ IVA
LANDS M �/ LOT z
411.558 sq b `O
pond if 9.45 acres
Uj°„o
PREPARED FOR: excl. r—o—w r
O 1,317.399 sq.ft. '� lij
Mr. Watdo Rott 30.24 acres 564.79' 553'
1115 H W Y 128 incl. r-o-w 660"32'
S89.10*4 7"W Glenwood City, 141 514
--P-L-AT-T-ED-
1,250,494 sq"ft. i 1053�',� `� LANDS
0 28.71 acres soil tests i I tD I`N
v
z excl. r-o-w (N l�°n line Data
SW corner
_ SOl•50'23"E 186.45'
/
of SE/NE 1-j L2 S01'55'31"E 513.59'
set rebor 10' N, and a 190'' S r
25'E of fence corner 1221 87' o pro T. 1'00.3 I
---- - p ccess - - P10B
� �-------- East 1/4
"S89'17*17"W i 589.17'17"W 1322.24'
West 1/4 ' I °�-- Section 4-29-15
Section 4-29-15 5293.87' co°�2 1 ;,� i�' Fd Survey Mark Nail
I'd Survey Mark Nail UNPLATTED .7- I ^ i N UNPLATTED
l
Notes: Each - } LANDS x i ;n LANDS
aarce! on this' is su.,)ect to State and County taws, E+ I 1 0
rules and regulations (i.e.wetlands, minimum lot size, access to I ii� iss 510.15' North line
parcel, etcT. Before Purchasing r developing an s69.48'57'E of Sw/Sw
9 p r y parcel, contact P�B 5 54' 456.61•
St. Croix County Zoning Office and Town Board for advice. I o N
v! a�
Shoreland Zoning rules may apply. Contact the LOT 1 to I Yl LOT J 8
St Croix County Zoning Office for further advice. CSM #3670 6 (acreage oeiow)
A posc�hte violation of the St" Croix County Zoning Ordinance 1N (septic hoa$ d w
will be created if the existing structure, located 200' from the �I trail em� r iv
property tine; OR 150' from the public road right-of-way, ever o 0 T I z Z l'
houses livestock or animal units.
approved
access I65'i6o S84-37'53'W 506.49' UiVPLATTED
LEGEND - !j,: NOTE: -------
d- hatched area is LANDS
ad I" a 50 foot wide
."......Government Corner (as noted) of itr) access easement to
r+�:n serve unplotted lands
o----------Set 3\4" x 18" Iron Rebar weighing a r-
io
W1 '19 minimum of 1.50 tbs_ per lineal foot LOT J
.........."Found 3/4" Rebar
SW corner lib 266,676 sq.ft.
Sect. 3-29-15 6.12 ocres
.f
Fa Survey Mark Nail Incl. r-o-w
North is referenced to the 236,794 sq.ft.
East line of the Northeast SCALE: 1•' = 400' a cl.r -osw
Quarter of Section 4-29-15
1 btl2ich bears S01'50'23"E
(St Croix County Grid System) 0 400' 800' Sheet 1 of 2
Vol. 23 Page 5501
c to O 3 m o C7
c°.: =
-0 n`D o A c
°-' fD
3 � �
3
Chi 0 0 y 0 O N o •0 A W
=
CD CL CD 0. C fp O
N N n 3 a a cn t
m
O N a Q O O
N Vo ° Ln
cn U)
.. c
C7 m
m
m c�
m rn w 0 ?
cc� a f
fA N
_ T W
A I-
W
N 0 C, N
O _ °
CO 0 CL
�r
V CD
(a
CD (0� F N 0 c
0 M S
0
O O O c� �•
r o ` < z
3 . N N E ' g D
CD N m m G A w
<n 0 O C? 0
S d = m w o
CD m o
I � � N
° 0
° z z K o
N D D �
o n o 0
Nov N CD ° P+r•
rn 7 7 ccnn N
CD
0
N C
I w �
O_ CCD -1 w
A Z 1D
S (n
w t► z
W C)
I =
cn -i A
m m
�
CL co
o 3 A X
°o Z
(D y Z <
CD A
W �
y d c
CL G
0
N 7 T
CD N c
¢ Z a
CA v o ••
N 0
N
I �• 'I
I o
I 3 0
v a,
CE 4
I � �
CD n
m Z.
I � w
I r,,
O lv
OD ! o
00
m o
O
o f o b
°o CL