HomeMy WebLinkAbout026-1048-50-100 (3)
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Vftconsin Department of Co PAID SOIL EVALUATION REPORT
Division of Safely and Buiidirgn
in accordance with Corm 85, Wis. Adm. Code ST. CROIX
Attach complete site plan on paper not less than 812 x 11 inches in size. Plan must
include. but not lamed to. vertical and horizontal reference point (BM), direction and parcel LD.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. R Gate
Personal information you provide may be used for S. 15. (1) (m)). 7 Z IL1~ )
Properly owner location Props TAMMEC LLC (Mashy Co n) ----IlIEv4 SE 1/4~ 16 30 N R 18 E()W
Property Owners Mailing Address Lot # Block # Subd or CSM#
P.O. Box 346
city State Zip Code riZONWG O IPE~P Ynffage Nearest Road
Turtle Lake, WI 54889 ( C.T.H. G
El New Construction Use(B Residential / Number of bedrooms Code derived design flow rate GPD
Replacement Public or commercial - Describe:
Parent material sandstone Flood Plain elevation if appkable MA- tt.
General eamyerttis
and Conventional in-ground trenches 0.7 loading rate
nx~orrmer>datia>s:
~e,OL RS-l r/►S (Test conducted for CSM approval)
dWn~/t/
oso"# a Borkv
Q Pit Ground surface elev. 96.22 ft. Depth to byutirtg tador 87 M• Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Sbucture Consistence Boundary Roots GPDNf
in. Mutsell Qu. Sz. Cont Color Gr. Sz. Sh. 'EfW1 'EW2
1 0-4 10YR2/2 - 1 2fgr mvfr cb 3vf-co 0.6 0.8
2 4-8 10YR2l2 - i 2f-msbk mvfr as 2vf-m 0.6 0.8
3 8-14 10YR4/4 - sicl 2f-mabk mfi c; lvf-m 0.4 0.6
4 14-19 10YR4/4 - scl if--msbk rmeff as lvf-f 0.2 0.3
5 19-26 7.5YR3/4 - is Osg dl cb 0.7 1.6
6 26-72 7.5YR4/6 - s Osg dl cb 0.7 1.6
7 72-87 10YR3/6 - s 05g ml 0.7 1.6
2 Borirg # Boring 96.47 74
S pit Ground surface elev. ft. Depth to li mitirg factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Twdue Struadue C 18idence Boundary Roots GPDW
in. Munseff Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfWl 'Efffl2
1 0-8 10YR2/2 - 1 3f-ma&sbk mvfr cb 3vf-co 0.6 0.8
2 8-15 10YR2/2 - 1 2f-ma&sbk mvfr as 2vf-m 0.6 0.8
3 15-27 10YR414 - cl if--msbk meft as lvf-f 0.2 0.3
4 27-62 7.5YR3/4 - s 0s9 dl cb 0.7 1.6
5 62-74 10YR316 - s 0s9 ml 0.7 1.6
' Effluent #1 = BOD > 30 < 220 rmg& and TSS >30 < 150 mg/L ' Effluent #2 = BOO < 30 mglL and TSS < 30 mg/L
CST Name (Please Print) _ - e CST Number
Mary Jo Huppert lllster's Soil Tes & Desilp) LLtaLect- 224832
Address Date EAMMon Conducted Telephone Number
W9875 690th Avenue. River Falls, WI 54022 07 - 01 - 10 (715) 426 - 1775
Property Owner TAMMEC LLC Parcel ID # (Pending) Page 2 of 3
Boring
3 Boring # ] PR Ground suft* elev. 96.12 R Depth to knifing factor 86 in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Tack" Sbuct re Consistence Boundary Roots GPM
in_ Mansell Qu. Sz. Cont Color Gr. Sz. Sh. •Efi#1 •Etf#2
1 0-5 10YR2/2 1 3fgr mvfr cb 3vf-co 0.6 0.8
2 5-13 10YR2/2 1 2f &abk mvfr cs 2vf-m 0.6 0.8
3 13-18 10YRY2 sit 2fsbk mfr CS 2vf-f 0.6 0.8
4 18-24 10YR4/4 sicl if--msbk mfi a lvf-f 0.4 0.6
5 24-29 10YR4/4 scl if--msbk mfl cs lvf-f 0.2 0.3
6 29-48 7.5YR3/4 s& Osg dl cw 0.7 1.6
7 48-86 10YRA s Osg ml 0.7 1.6
❑ Boring # Boring
ppit Ground suface elev. R. Depth to lirnitirrg factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnsture Consistence Boundary Roots GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •01101 •EfW2
F-1 Boring # Boring Pit Ground surface elev. R. Depth to Wnibng factor in.
Sol Application Rate
Horizon Depth rtCoior Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. •EfWl •Etf#2
Mart #1 = BOD, > 30 1 220 n V& and TSS >30 150 mg/L • Effluent 92 BOD, :S 30 mg/L and TSS = 30 mplL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material m an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
9131),030ratOLOM i
Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner
(M A-Trt y CUN STjzWr/lam I" _ 40 ft
Legal Description tic/y pF rw s %i. 7(except where noted
RfCUJ . - OUM) OF ~z~c ~a~ D. sr eRO►x '.oU~VWI fs = Backhoe pit
North
s *tom
u,- Nom P~~
;k x
.fin vea. rt~a ~owe~e L•~£ y
= sM a+-r.-' sP~KL W GROkND _ 46.?S~
$M $QgGK~T l #a pout SK 'POLE
2.3a~ ~ao~~ ~2orcu.p-*ssun~ID IOO,Op'
A aPRGX• ~ So ~ 7'0 `
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Site Location:
E~r-
Parcel 026-1048-50-100 02/11/2013 10:31 AM
PAGE 1 OF 1
Alt. Parcel 16.30.18.243B 026 - TOWN OF RICHMOND
Current ❑X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
02/09/2011 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
0 - TAMMEC LLC
TAMMEC LLC C - MATHY CONSTRUCTION CO
MATHY CONSTRUCTION CO
920 10TH AVE N
ONALASKA WI 54650
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 3962 SCH DIST NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 31.631 Plat: 5759-CSM 25-5759 026/2011
SEC 16 T30N R18W PT NE SE; BEING CSM Block/Condo Bldg: LOT 01
25-5759 (31.631AC) ASSESSED BY DEPT OF
REVENUE MFG EZ-U-1413/406 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
16-30N-18W NE SE
Notes: Parcel History:
NEW FOR 2012; TAKES PT 026-1048-50-000 Date Doc # Vol/Page Type
(243) FOR REMINDER 026-1048-50-050 04/26/2011 935412 WD
(243A) & CSM 25-5759 LOT 1 02/09/2011 931943 25/5759 CSM
026-1048-50-100 (243B) 02/09/2011 931942 EZ
04/09/2003 716483 2199/421 SAD
more...
2012 SUMMARY Bill Fair Market Value: Assessed with:
208596 63,300
Valuations: Last Changed: 11/15/2012
Description Class Acres Land Improve Total State Reason
MANUFACTURING G3 31.631 66,400 0 66,400 YES
Totals for 2012:
General Property 31.631 66,400 0 66,400
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M.
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
CERTIFIED SURVEY MAP
LOCATED IN THE NE 1 /4 OF THE SE 1 /4 OF SECTION 16, T30N,
R 18W, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN.
OWNER & SUBDIVIDER IED LAND
CEMSTONE READY-MIX INC. UNPLA - - - T TED - - - -
1190 C.T.H. "G" WEST 1/4 SECTION LINE
NEW RICHMOND, WISCONSIN 54017 EAST-
N 89°41' 31 E 5231.77' -
18 ....OHU•... 130
POINT OF a
W 1 /4 CORNER 3927.86 t~ - • • - OHU• • • • - - 1- w Q
SECTION 16 r--"' Z , 3 v
T30N, R18W ~B3B1 BEGINNING om~
(ALUMINUM CAP) 11A I I B16YT QF Wg Y EgS~M~NT E'OB INEA , _ o
o BLEC.TRLC.LIN~~f_P2R9 2 !N104•_1~1 ~rz
5~ 1b \ SOIL BORINGS PAC FS J06 ~08,1JQCUME'NI I lU R I? 6QOQ74
W M a
rn I I PERFORMED BY w cn
;n I HOLLISTER' S w
SOIL TESTING LOT 1 -
S i c6 ~J\
& DESIGN ON M
~ O I JULY 1, 2010 31.631 ACRES qC °0
WI o 1,377,828 S.F. PG ~G o N
~I~I d 3 i 'Q•Q(~ o°
00 0 V)
J~o Fi pFICES
I NE 114 - SE 114 o
4h y E I SECTION 16 ~0
a .p. 3
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ccoo 412 J Z N ; I THE SE LOT CORNER.
N m
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cn ( o N Zo IS IN AN ACTIVE QUARRY. ~Q NOTE a
acnN
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w 3 I 3, Q 296.60 407.57' 3
zm0 w 596.9
Y w c~ ~ S 87°00' 00" W/ j 1301.10' I N
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3 wv~iwd•~ LAND O I
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SOUTH LINE OF THE QI
_ - _ - - - - - - - _ Z
1/4_Of --THE SE 1/_4 JI
LOT 2
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VOL. _-16 st ( ~Q~j~ j /dv~ SE 114 - SE 114 ° QI
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AGE 4403 rp `ft~ I PpQ` / oQ" SECTION 16
DO_C. (695427_ - -Q I j ~~v ~I
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LN_T)LE ffAR&A&TY
pEED RECORDEp DANIEL P. w M W m Wa
IN J_oQ_cuy&T_ "I KUGEL ' = z z0 Z
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' LEGEND %~~,URVa' W~~m
COUNTY SECTION CORNER MONUMENT,1 I o Z o
FOUND (TYPE NOTED). cn _z F o
► P- .9 w 2
► 0 1 1/4" o.d. x 18" IRON PIPE WEIGHING ix i- cn
► ► 1.68 LBS./LINEAR FOOT, SET. w a w N
i
m
EXISTING FENCE. woa
h~ i
~i • • OHU- • ¢ . POWER POLES AND OVERHEAD SCALE IN FEET
UTILITY LINE.
0 140 280 560
C.T.H_"G"~
THIS INSTRUMENT DRAFTED BY (DANIEL P. KUGEL 26-15761 PAGE 1 OF 3