HomeMy WebLinkAbout042-1004-70-060 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-L of 3
Division of Safety and Buildings
�i dance with Comm 85,Wis. Adm. Cod
�� County
Attach complete site plan a of les n 8 1/2 x 11 inches in size.Plan must v
include,but not limits 1 an zontal reference point(BM),direction and
percent slope,scale o nsi north arrow,and location and distance to rieare; d� Q Z-loo
rn Please print all information. T 6tav�ew Y Date
Personal inforabon you provide may be used for secondary purposes(Privacy Law,s.15.04 s('I)(W <U 3 7 o /
Property Owner Property Locatis OvH
�- v Govt.Lot t 1/4 /4 S 3 T N R E( r)W
Property Owner's Mailing Address t# ' Block# Subd.Name q<SM#1
-7
-Z—
city / -
-2&)-2&)
State Zip Code Phone Number City ❑Villa be wn Nears t Road
New Construction Use' Residenfial/Number of bedroom Code derived design flow rate J 7 GPD
❑Replacement ❑ Pu lic or commercial-De 'be:
Parent material O Flood Plain elevation if applicable
General comments {�{Gt lit?S r //t;Q,C Lo• U
and recormtendations: � r°�`J 4r
System Type l D , S� System Elevation
Boring# ❑ Boring
1 Pit Ground surface elev. 1 ,�ft. Depth to limiting factor
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
0-12- S z K a
Z ' � " 'S-
,
/r
rr
p Boring
Boring® # pit Ground surface elev.�l .� ft. Depth to limiting factor 104-0 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 I 'Eff#2
lolic 3f S ) r rn c-S ZM L Q
ell 1 C. 11 k (r-
4-V >r y/e
LO 41, s
Effluent#1=BOD >30<220 mg/L and TSS>30 1150 'Merit#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(per print) CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401°% ,_ate ��3 715-246-4516
f
Property Owner_ Parcel ID# Page of
131 Boring# ❑ Boring JJ �1
U Pit Ground surface elev. l °� t ft. Depth to limiting factor... l in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
t (7' U D 3 Z 5/ GS 4- /
Inge S� U ,✓ 1 F
3 8-50 s i 1 F .2
a
❑ Boring# ❑ Boring
❑ Pit Ground surface elev. ft. 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
F-1 Ong# Pit Boring
❑ Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 I •Eff#2
Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mgA- •Effluent#2=BODS<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.
seo-8330(RAW)
Soil Test Plot Plan
Project Name Roscon Properties LLC Shaun d
Address 1252 Awatukee Trail
Hudson Wi 54016 CS . #226900
Lot 5 Subdivision --------- Date 24113
N W 1/4 N W 1/4S 3 T 29 N/R18 W Township Warren
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBD *HRPSame as Benchmark
County Road E
AL Scale is 1" = 40'
unless otherwise
noted
26' Property Line
Area of denser tills
30'
B.M.* B-1 4% SLope
50' 85' B-2
101'
40'
102'
40'
B-3
361' Property Line
0
984101
BETH PABST
REGISTER OF DEEDS
CERTIFIED S V RVEY MAP RECEIVED FOR RECO=RD
LOCATED IN PART OF THE FRACTIONAL NW1/4 OF THE 08/12/2013 2:41 PM
NW1/4 OF SECTION 3, T29N, RI 8W, TOWN OF WARREN, ST. EXEMPT V:
CROIX COUNTY, WISCONSIN; INCLUDING PART OF LOT 1 REC FEE: 30.00
OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 24, COPY FEE: 3.00
PAGE 5737, DOCUMENT NUMBER 924510. PAGES: 2
OWNER j SURVEYOR
ROSCON PROPERTIES,LLC I EDWIN C FLANUM
1252 AWATUKEE TRAIL NORTHLAND SURVEYING,INC. THIS INSTRUMENT DRAFTED BY EDWIN FLANUM
HUDSON.WI 54016 I P.O.BOX 152 JOB NO.13-41 DATE 6-19-13
AMERY,WI 54001 LOT 1 ! LOT 2
NW CORNER SECTION 3 I C.S_M__VOL 119,-PG._4852 N1/4 CORNER SECTION 3
ALUMINUM MONUMENT FD. —I - 'i =1"STEEL SURVEY MARKER FL).
S89°59'59"E 445.07' S89°59'59"E 229.85' _ S89"59'59"E 1954.12_="
® NORTH LINE OF THE FRACTIONAL NW1 4 S89°59'59"E 235.77 .p �—C-T.H._°E° °
Note:No owner or resident shall do Fo �`' —
co' �+ UTILITY RIGHT_OF- AY DESCRIBED IN VOL 167,_PG. 7_
anything which would interfere or change c : co ¢ -- - - - - -
the operation of the approved ----------�:�-N ;--------------------- -----------------------------
comprehensivewaterdrainageandsoil Lji f _u-----g-----6,7N c LOT 5 AREAS
erosion plan for this plat.This includes but V �; cm S'ryo N ;Z
snot limited to building upon,obstructing, �;p o 4 Fi Lo 0 2.19 ACRES INC.R/W
altering,filling or excavating or planting in C) cv� o D � 95,380 SO.FT.
any drainage areas or easements.water �;—li = oti� � ;�i
drainage ditches,water runways,water OO! _ �, rn m 2.01 ACRES EXC.RAN
0 ♦ E F i '� 87,697 SO.FT.
culverts,berms or grass seedlings. �
SCALE IN FEET 1" = 150' '6 LOT 5 a o '
( w) POND EASEMENT DATA TABLE
A S00°30'20"W 69.81'
1 50 0 150 1 yQ6 B S89°58'28"E 167.20,
,0- p Q
H', � C S31'00'37"W 34.05'
LEGEND �O' D S18"38'00"E 75.88'
ST.CROIX COUNTY SECTION CORNER m( "�6� E S77°05'25"E 47 3 V
POSITION VERIFIED WITH TIES OF ( jp. F N84°38'38"E 21.20'
z RECORD OR MONUMENTED AS NOTED. °( sr G S50°12'16"E 16.30'
J _ uj 69 H S09"42'29"E 233.42'
• 1"O.D. IRON PIPE FOUND ( C1
U _ _ \
¢q ■ 3/4"IRON REBAR FOUND Z; EXISTING w
DRIVEWAY 80'
-'5 I i ❑ 3/4"X 18"IRON REBAR SET WEIGHING ( LOT 4= C.S_M_ �;
1.50 LBS.PER LINEAR FOOT i \
wo VOL 20 PG._5026 e e
zo F_I z A SOIL BORING 1111VAIIIIIIIIIIII C
FLAMM
O
z EXISTING FENCE LINE ( �33' 33'�
�Y o
`°- 1 19TH AVENUE— ^ — — — VA
-- -- - /
ro - S89-29- "E 362.00' - -- O SUFiV�����`
170.00' 192.00' c 861991% 41
LOT 2= C.S.M. an
VOL_2_6,_PG._5934 N
I N
LOT 7 NOTE: c /�
6.6- ACCESS TO LOT 7 IS NOT ALLOWED z
FROM 120TH STREET.ACCESS TO Lu U
W I BE FROM 119TH AVEN UE. z A O W x
Ir S89°42'55"E 174.66' "' A 3I °o ¢
z o; v' o z N
q l loi I �i �;�' 1 M - A LOT 7 LOT 6 o Oi w z w w
Oi CVi o UJi LJi >i Mi o A g 2.00 ACRES LL w W
2.94 ACRES INC.R/W 87,281 SO.FT. 5' h ¢ _ �
I Q� Z��Si �"''' 128,010 SO.FT. �' w~
�iI 33'I33' I o .-. a� Ji N1 1 Zi ¢ w0 °° W Cni
Zi I I I ° Oi ji U'CC I 2.90 ACRES EXC.R/W + �'
w z a
z 126,509 SO.FT. Q op z z
CC
¢Q
Ri W zo W W CO W °
INI I S89°45'54"E 257.41' -x --x—x—X—X —x—x— m m c,.)
v I� 1 560.30' 192.02' °
°o Cn ('SEE LOT 7 NOTE') S89"44'57"W 793.82' SOUTH LINE OF THE FRACTIONAL
z INI ly VNPL4775ED LANDS NW1/4 OF THE NW1/4
° � I
g I CURVE DATA TABLE
CURVE# RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT
Cl 1 80.00' 37°11'43" S61o43'00.5"W 51.03' 51.93' S80°18'52"W I S43°07'09"W
z W1/4 CORNER SECTION 3
1 of 2 & ALUMINUM MONUMENT FD. Vol 26 Page 5947 SHEET 1 OF 2 SHEETS
I
0
SS C�o1X���N
r\.
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE FRACTIONAL NW1/4 OF THE
NW1/4 OF SECTION 3, T29N, R1 8W, TOWN OF WARREN, .
ST. CROIX COUNTY, WISCONSIN.
OWNER SURVEYOR
ROSCON PROPERTIES,LLC EDWIN C FLANUM
1252 AWATUKEE TRAIL NORTHLAND SURVEYING,INC.
HUDSON,WI 54016 P.O.BOX 152
AMERY,WI 54001 THIS INSTRUMENT DRAFTED BY EDWIN FLANUM
JOB NO.13-41 DATE 6-19-13
NW CORNER SECTION 3 N1/4 CORNER SECTION 3
ALUMINUM MONUMENT FD. 1"STEEL SURVEY MARKER FD.
S89°59'59"E 445.07' �y) S89 059'59"E 229.85' —�/_S89°59'59"E 1954.12'
NORTH LINE OF THE FRACTIONAL NW1/44 °o w V CO
C.T.H. " "_E_
co
co' '` o UTILITY RIGHT-OF- AY DESCRIBED IN VOL. 161 PG 1
Ni Q u� -----
---------------- -----------------------
_ -------------�i Oi-N_1---_________ ____--__ ___.____________________ _
______.«.�
`/' c�' `-" �, e �'o �c LOT 5
�a o Lo
Vi i o '2 y�<Fys tyc° 2.19 ACRES INC.R/W
I—i�Ni j 95,380 SQ.FT.
2.01 ACRES EXC.R/W
87,697 SO.FT.
-- ---- -- - �9> °n li
SCALE IN FEET 1" = 150' s' LOT 5 00- 110
1 i co POND EASEMENT DATA TABLE
150 0 150 1 41, A A S00°30'20"W 69.81'
8 S89°58'28"E 167.20'
1 `f?S �'�Q y i C S31°00'37"W 34.05'
LEGEND 1 '?y 9�, i D S1 8°38'00"E 75.88'
E S77°05'25"E 47.31'
ST.CROIX COUNTY SECTION CORNER c9 1 OV jr� F N84°38'38"E 21.20'
z POSITION VERIFIED WITH TIES OF v 1 A ' G S50°12'1 WE 16.30'
Q RECORD OR MONUMENTED AS NOTED. 01 sIr H S09°42'29"E 233.50'
z -- - -N Cl
O
F- 0 1"O.D. IRON PIPE FOUND
U
o EXISTING_
w m 3/4"IRON REBAR FOUND z
N i DRIVEWAY I
LOT 4 C.S.M.
Q 3/4"X 18"IRON REBAR SET WEIGHING 1 ------------
\ p /
00 1 p 1.50 LBS.PER LINEAR FOOT 1 VOL. 20a PG._5026 �1_x
CO
zT
v Z
I Ty
CO
Lu
co
119TH AVENUE (°f</
_.._..
S89-29' 0"E '
70.00' 192.00'
N N
j N
W �
N
c Z Z
w0 �
f- 2 0 m I=- UO
wi z 0 ri UJi OWx
co: — SW42'55"E 174.66' `.� LOT 6 3 Z o o °
.� 2.00 ACRES U
87,281 SQ.FT. N Qi w
IN o LOT o M �; wz _ w
N 2.94 ACRES INC.R/W °�o� _ p U)
LOT 1 - C.S.M. !�+ j 12a,o10 SQ.FT. w �--
W u
VOL. 5 PAGE 1330° F ¢ ° ° w
---- - 2.90 ACRES EXC.R/W Z z
?`v o
L 126,509 SQ.FT. z � z O
z I 60 o c ¢ 0
389°45'54"E 257.41' ,__J �;
cow
M I" ...___. CD m m °
° M 560.30' 192.02'
cm
l SW44'57"W 793.82' SOUTH LINE OF THE FRACTIONAL
UNPLATTED LANDS NW-1/4 OF THE NW1/4
rn
_2 I CURVE DATA TABLE
w
co CURVE# RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT
co
FI
o Cl 80.00' 037°1142" S61°4301"W 51.03' 51.93' S80'1 8'52"W S43°07'09"W
Z W1/4 CORNER SECTION 3
ALUMINUM MONUMENT FD. SHEET 1 OF 2 SHEETS
S '�.11 ',S �T #2332
SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 4
Division of Safety and Buildings Certified Soil Testing, LLC
County
Attach complete site plan on paper not less than 8%x 11 inches i Plan must St. Croix
-include, but not limited to:vertical and horizontal reference point dir tion and
percent slope,scale or dimensiornortnTar w, and location nd dl o nearest road. Parcel I.D.
pen Ang
Please �� D Reviewe y Date
Personal information you provide may condary purposes(Priva s.1Property Owner T ��� Prop Location
Alwes,Terri& Lori Klinger Govt. Lot NW1/4, N 1/4 3,T29N, R18W
Property Owner's Mailing Address ROIX COUNTY" Lot# Block# Subd. Name or CSM#
1063 80th Ave. ING OFFICE 4 CSM V20, P 5026
City State Zip Code Phone , City ❑Village Z Town Nearest Road
Roberts WI 54023 1 715-749-4126 1 Warren 1 119.Ave/121St St.
_!New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial-Describe:
Parent material loess over pitted till Flood plain elevation,if applicable NA ft.
General comments recommend 8'x 78'rock cell mound of nn10/0.0 contour ass upsiope edge of rock w/0.5� sand!
and recommendations: L?-7— S
Boring#
F-11
F7 Boring
Z Pit Ground surface elev. 101.7 ft. Depth to limiting factor 88 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-5 7.5YR 3/2 - sil 2 m gr mvfr gs 1m .6 .8
2 5-14 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8
3 14-21 7.5YR 3/3 - sil 1 m sbk mvfr gs 1m .4 .6
4 21-32 7.5YR 4/4 - sil 2 m sbk dsh gs 1m .6 .8
5 32-40 7.5YR 4/4 - sil 1 m-c sbk dh cw 1m .4 .6
6 40-60 7.5YR 4/4 - Is 1 m sbk ds cw 1m .7 1.6
7 60-76 5YR 4/4 - sl 0 m mfr cw I 1m 1 .2 .6
[Ca] Boring# ❑Boring /
Z Pit Ground surface elev. 101.7 ft. Depth to limiting factor 88 ✓ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
8 76-82 7.5YR 4/4 - sl 0 m mvfr cs - .2 .6
9 82-88 5YR 4/4 - sl 0 m mfr cs - .2 .6
10 88-94 10YR 8/2 c2p 10YR 5/8 fs 0 m mfi - - 0 0
H 10 is generally weakly cemented w/some loose pockets;multiple textural changes pose problems for in-ground system
Effluent#1 =BOD5>30<220 mg/L and TSS>30 r 150 mg/L •Effluent#2=fB D <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signatur CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E.4366 353rd Ave.Menomonie,WI 54751 9/27/2005 715-233-0398
SBD-8330(8.07/00)
Property Owner AIweS,Terri &Lori Klinger Parcel ID# pending Page 2 of 4
Boring
❑ Boring# Z Pit Ground surface elev. 98.8 ft. Depth to limiting factor 6.9 in.
Soil Application Rat
Horizon Depth Dominant Color Iedq �DBscr{ptipn texture'-' Structure Consistence Boundary Roots GPD/ft'
in. Munsell Cont'CalcrC�rS ."Sh. •EfE#1 •Eff#2
1 0-6 7.5YR 3/2 - sil ; '`2 m_gr mvfr gs 1m .6 .8
2 6-14 7.SYR 3/2 2 f sbk mvfr cs im 6 8
3 14-26 7.5YR 4/3 - Vii.. - 2 m sbk mvfr Cw lm .6 .8
4 26-38 7.5YR 4/4 - sil 1 m sbk dh Cw lm .4 .6
5 38-56 7.5YR 4/4 - Is 1 m sbk ds Cw im .7 1.6
6 56-69 7.5YR 4/4 - sl 0 m mfr Cs - .2 .6
7 69-83 7.5YR 4/4 f2f 10YR 6/3 sl 0 m mfr - - 2 6
Za
Boring
Boring# Pit Ground sur#acla elev. 98.8 ft. Depth to limiting factor 69 in.
- Soil Application Rat
Horizon Depth Dominant Color . Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Colcr Gr.Sz.Sh. •Eff#1 I •Eff#2
occasional inclusions of 10YR 4/4,4/6 s below 38"and 1/4"to 1"diameter inclusions 5YR 4/6 fs are observed below 56", possible redox features but
unlikely; again,textural variations suggest mound system better here
3 Boring
Boring# Z Pit Ground surface elev. 98.6 ft. Depth to limiting factor 52 /in-
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. •Eff#I I •Eft#2
1 0-4 7.5YR 3/2 - sil 2 m gr mvfr gs 1m .6 .8
2 4-12 7.5YR 3/2 sil 2 f sbk mvfr Cs 1m .6 .8
3 12-22 7.5YR 3/4 - Sid 2 f-m sbk mfr cs 1m .4 .6
4 22-65 7.5YR 4/4 - sl 0 m mfr cs lm .2 .6
5 65-82 IOYR 8/2 c3d 10YR 5/6,5/8 fs 0 sg ml - - .5 1.0
H4 has inclusions 7.5YR 4/6 Ifs(O,sg,ml)@ 32-37&51-54"w/f2p 2.5YR 3/6 redox @ bottom of sl @ 52"in one place; thin, erratic 10YR 8/2 fs
about 1"trick @ 52-54"; H5 redox features are stratified/horizontal
Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS <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.
SBD-8330(R.07/00) Certified Soil Testing,LLC
Property Owner Alwes, Terri &Lori Klinger Parcel ID# pending / Page 3 of 4
'I Boring
ITI
Boring# Z Pit Ground surface elev. 96.1 ft. Depth to limiting factor >74 in. Soil Application Rat
Horizon Depth Dominant Color Redox:`Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. I I `Eff#1 I `Eff#2
1 0-5 7.5YR 3/2 - sil 2 m gr mvfr gs 1m 6 8
2 5-13 7.5YR 3/2 - sil 2 f sbk mvfr cs lm .6 .8
3 13-21 7.5YR 3/3 - sil 2 f-m sbk mvfr gs 1m .6 .8
4 21-28 7.5YR 4/4 - sil 2 m sbk dsh gs 1m .6 .8
5 28-35 7.5YR 4/4 - Sil 1 m sbk dsh cw 1M .4 .6
6 35-50 7.5YR 4/4 - Is 1 m sbk mvfr cw 1M .7 1.6
7 50-74 7.5YR 4/4,3/4 - sl 0 m mfr - - .2 •6
Boring
74a Boring# Pit Ground surface elev. 96.1 ft. Depth to limiting factor > 74 in. i
Soi Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz.Sh. `Eff#1 `Eff#2
iI
I
H3 has occasional gy si coats; below 35"are occasional inclusions 2.5YR 3/6 fs which become common below 50", typically 1/4"diameter and
associated w/apparent degraded SS gr below 50"
D >3 <220 m /L and TSS>30<150 m /L 'Effluent#2=BOD <30 mg/L and TSS <30 mg/L
'Effluent#1 BO 0_ g _ g _ _
s s
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.
SBD-8330(R.07/00) certified Soil Testing,LLC
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