HomeMy WebLinkAbout008-1058-20-075
Wrscatsir►Deparbner►tofComnuerce SOIL.EVALUATION REPORT Page f of~
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code minty
Attach complete s8e plan on paper not less than 81/2 x 11 inches in size. Plan must ( t
north crow, and location d ( distance direction and nearest road: Panel 1.13-
induaie. but riot slope, scale or dimensions) and
percent y S~ _ Z~ Q 7 go
R _ Dam
Please print an itftnnadon. 0
-7 9 ~
Pasoerol irrormadon you proAds maY be wsd for 75.04 41) (m)) ~,G~Y✓Y~
Property Owner Location
govL 114XI 114 S ZQ TZ f5 N R / E (or~
L ~ l.-C U A ~ r.
Property owners Melling -10t o Block # Subd. Name or CSM#CS
oI- a a-cA
ZZ S1 30 3
City State Zip Code P : - j- ❑ Cft~ ❑ Village Town Nearest R
® New Construction Use. 0 Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material - T /'(I _ Flood Plain elevation ti applicable ft.
General comments 5 ~f t e (z ✓ q5,76 a ~ , - ,c~ _ cZ ti.
and recommendations: Y
('v n o u e - 3 SST 2 ~~d ~L h E~ C~x~C/!~-~~ Cr -Y
Boring # Pit Ground surface elev. 7 y ft. Depth to limiting factor _ AU in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0- /e 3i3 S;'/ s k ht / G.5 w ; s
Z#-/U io /-S/(" 5 Zm -fr f v • S
3 ~-zv o r / o 7,sYr 5i'l Zit Yn - _ • s
Boring # Boring
(9 ® Pit Ground surface elev. 7 , ZO _ ft. Depth to limiting factor in. Soi lion 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 to v r 313 ry►sb Ji- C5 v-~ .S 'b
z 5lll iv rS/y _ S,'.I mss ~s ~s .~y
/1-ZI /oyi y/y c .L iy~y Sr' Z.MSSk ✓n r -
• Effluent #1= BOD -30:5 220 mg/L and TSS >30 < 150 mg/L • Effluent #2. = SOD < 30 mg/L:and TSS < 30 mgft.
CST Name (Please Print) - S' nature CST Number
Address Date Evaluation Conducted Telephone Number
zw M o/, 'eymWwo W 7--7_p5/ 7't. X7106_ `Z-;Z-
4l
Z
Property Ovmer _ C k 5,N _ Parcel ID # Page of
E] Boring . -70 ft. Depth to Canting factor-Le- in. Soil icaion Rate
Q~ F3] Boring # P Pit Ground surface elev. GPD/fP
Redox Description Texture Stauxttre Consistence Boundary Roots
Horizon Depth Dominant Color Gr. Sz Sh. •Eff#1 *01#2
in. Munsell Qu. Sz. Cont. Color S
mss-- c S iv i-
i /Ix /-3/
5 m~ r G 5 1 ~ S
z !o-iL lay -
S k rY4 r
❑
Boring # Boring Depth to fruiting factor in. Soil plicetion Rate
® Pd rGrowrd,surface elev. 9z',3d it. _/.L_ i
Redox Description Texture Structure Consistence Boundary Roots GPDIif
Horan Depth Dominant Color Gr. S7_ Sh. 'Eti#1 'EfI#2
in. Munsei Qu. Sz. Cont. Color -511
0-8 L-31L
E] Boring
-
❑ Boring # Ground surface elev. R Depth to limiting factor in.
Pit Sol ication Rate
❑
Horizon Depth Dominant Color Redox Description Texture G r.Sz Sh. Consistence Boundary Roots .01#1D '092
in. Munseli Qu. Sz. Cont. color
>30:S 150 L • E ouent #2 = BODE< 30 mglL and TSS 30 mglL
* E~uerd #1 = BODS> 30 220 mglL and TES 30< _
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PAGEaOF
NAME: f =f ~ SoI` LOT# LEGAL DESCRIPTION:4/Gl/4,P~ 1/4,S?a T2,N,R,[,E(or~
SCALE: I
µ r'
~I ELEVATION: 160,0
BM I DESCRIPTION: YIG ' l `'A~~ ~D~~e e t
BM 2 ELEVATION: /W- C)
BM 2 DESCRIPTION: 4ai t 1 3 COS ~rSYSTEM ELEVATION: y P
SYSTEM TYPE: Moe tJ UAL S'I A•GoL~--
0
vq
J
SIGNATURE: ~,l~ DATE: Y
0
RECEIVED
-7' CA -1B 0E> 6
VOL 19 PAGE 4930
APR 10 LUVV KATHLEE)tf H. N7►1$FT"--~__..--
REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
ST. CROIX COUNTY 02/22/2005 03: 45PM
SURVEYOR'S RECORD CERTIFIED SUR00Y MAP
R FEE: 13.
COPY FEE: 3.00
PAGES: 2
CERTIFIED SURVEY MAP
Bruce and Jane Erickson
Located in the Northwest '/4 of the Northeast %4 and the
Northeast '/4 of the Northeast '/4 of Section 20, T 28 N, R 16 W,
Town of Eau Galle, St. Croix County, Wisconsin
!JN&A ?-Q - -!.ANDS
Nardi Line NE 1/4 Section 20
- - - S 89°31'01" E 2625.52'
S S °ii'oi" E 6o3.&V
13 ALY
NORTH QUARTER CORNER s ft. - .21' 192. A2' 529 `
i
SECTION 20, T 28 N, R 16 W 656 3 x- 00^3=9
(FOUND BERNTSEN ALUMINUM MONUMENT) ` `Qg6• ` x•66 ~59E NORTHEAST CORNER
- 8 89°20'30" E Sgo.44' SECTION 20, T 28 N. R 18 W
N of v! 66, 3 gg• ~S" W , `tea (FOUND BERNTSEN NAIL)
9 89°20'30" 8
ADDRIM o '~o ~ pby' Q' f
$g3otladVffiVITE ~1!"~~ cP 7
ST. CROIX COUNTY SUBDIVLSION r ~s
REGULATIONSONLYALLOW to ACCESS CORRIDOR FOR ACCESS
To LOT 2. LOT a CANNOT BE RE-
DIVIDEDASDESIGNED. LOT 1
Zj 7.624 AC ESOOR. ~ 3 SQ. FT op`?
♦ < s
7.382 ACRES OR 321 SQ. Fr.
1 _ (INCL. R
0n
~f~J' z N 88' 590-51,
F- - - - S 89°1t'57" E 61o 51' - - 4A 1
1 N_
^~o~s~`5~conis ti~ap°0o~ z LOT 2 I 1
11.602 ACRES OR 8 SQ. Fr. i 1
MuRwv ° ° a (INCL. R/W)
s , t1 s ° 1483 ACRES CL 500,220 SQ. Fr. = I
40, ft ° oft K' rs h x I VQ R/ W) I
0.5
oA ~n ° ° ~Gti ~ ~~l ~ ~r`~ ~LG~~~ C' C I C~ TLS- ~ ~o
OppOFR°°°••°°°°°°gJ~oo° an
DA - °°°p~ LAND ~c (L
JUN 1, 2004 ° ocoooooo~p°° r^~%h,
REVIS JJULY 9, i
2
South Line NW 1/4 - NE 1/4 South Line
656.72 NE I/4 - NE 1/4
N 89"12'55" W 6'76.72' S, ' - - -
E uNP AMb _ _LANW I
LEGEND
Some in Feet S 1"= 200' p Indicates 1"O.D. x i8" Iron Pipe Set
(Min. Wt. -1.13 NXII- lin. R.)
200 too 0 200 0 Section Corner Monument
Bearings are 2referenced to the North tine of the NE 114 noted)
of Section 0, assumed bearing S 89°II ot" E. _X_ Indicates Fence
- - - - - - - Building Setback Line
(100' r10M R/VV) ~
This Instrument Drafted by Mark W. Peavey 0 Indicates Soil Boring SHEET 1 OF 2
Vol 19 Page 4930
Parcel 008-1058-20-075 02/07/2008 10:33 AM
PAGE 1 OF 1
Alt. Parcel M 20.28.16.290A-30 008 - TOWN OF EAU GALLE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
02/22/2005 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - ERICKSON, BRUCE A & JANE
BRUCE A & JANE ERICKSON
2289 30TH AVE
BALDWIN WI 54002
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 2267 30TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 11.602 Plat: 4930-CSM 19-4930 008-05
SEC 20 T28N R16W PT NW NE & NE NE CSM Block/Condo Bldg: LOT 02
19-4930 LOT 2 (11.602 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
20-28N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
02/22/2005 788066 19/4930 CSM
09/06/2002 689503 1970/40 WD
12/03/1999 614931 1475/598 LC
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 07/06/2006
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 3.000 100 0 100 NO
AGRICULTURAL FOREST G5M 8.602 6,400 0 6,400 NO
Totals for 2008:
General Property 11.602 6,500 0 6,500
Woodland 0.000 0 0
Totals for 2007:
General Property 11.602 6,500 0 6,500
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
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ST. CROIX COUNTY
WISCONSIN
r''~^M+iO' t _ ZONING DEPARTMENT
• M U M r~rrr ST. CROIX COUNTY GOVERNMENT CENTER
- 1101 Carmichael Road
Hudson, WI 54016-7710
Phone: (715) 386-4680 Fax (715) 386-4686
_~=Y
July 12, 2004
Adam Schumaker, CST #253309
2113 801" Street
Somerset, WI 54025
Re: On-site Soil Determination for Parcel #008-1058-20-000, Section 20, Eau Galle Twp. Yet
Dear Mr. Schumaker:
Per your request, an on-site soil determination was completed for this site on July 9, 2004. The current
owner, Bruce Erickson, wanted confirmation that a POWTS could be designed as part of preparing a
Certified Survey map.
Bruce Erickson accompanied me to the site and we dug hand borings in the vicinity of your test pits #1,
#2 and #3. Although the descriptions for B2 & B3 were found to be accurate, B 1 may be in question. We
dug a boring near a test pit that was approximately 120 ft. north of B3 and found less than A+4"
conditions. However, the test pit locations shown on your site plan did not match the scale (1"=40 ft.) so
we may have been north of B 1. The general location of the tested area on the proposed lot will provide
adequate room for design of a mound wastewater treatment system to meet setbacks required in Comm
83.43-1. However, the following items need to be completed before the soil report can be accepted for
use in the design of a mound POWTS:
1. All of the borings for this site must be documented even if the do not meet A+4" minimum
requiremen s an must e s own on the site plan. There were more test pits on the site than the
four described in your report. Without Mr. Erickson's help, I could not be 100% sure that I was
evaluating the correct test pits. This will provide the designer and POWTS installer essential
information on the recommended location for the mound.
2. Measure and document the loc f all borings. The distance between boring B2 and B3 was
approximate y 0 feet and from B3 to B4 approximately 35 ft. The borings are drawn on your
site plan using 1" = 40 ft. scale, which conflict with measurements taken during the on-site
evaluation. I recommended that Mr. Erickson have an additional boring done south of B3 to
lengthen the tested area and allow for a mound design that is long and narrow (100 ft.), with a
lower linear loading rate to compensate for the A+6" conditions.
3. You must ' m some reference point and/or permanent
ature. The site plan must give a measured distance from 30 Avenue, stance from the
proposed east lot line, and the existing fence lines. This information will help identify where the
system should be installed.
4. The benchmarks are nails on young trees that may be damaged by cattle currently pastured on the
site. Please re-establish benchmarks on the proposed CSM lot line and provide distances from the
proposed lot corner, the road, or other relatively permanent feature. The surveyor has a stake on
the east lot line in preparation for CSM approval.
Please amend the soil evaluation report with the above items and resubmit the original to the zoning
depar tmen or use m e M a r 1 process. Mr. Erickson is aware that the on-! a soi verification
ee c arged by the county is $100, which should be paid prior to application for a sanitary permit.
If you have any questions regarding the on-site determination, please feel free to contact me at the Zoning
office number.
Sires ,
i
mela Quinn
Zoning Specialist
Cc: Bruce Erickson, 2289 30'h Ave., Baldwin, WI 54002
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