HomeMy WebLinkAbout008-1072-70-050
Wisconsin Depy1ment of Commerce SON77 Page ' Of
Division of Safety and Buildings
11tjYty 85, ]s. Adm. Code
s JAN ~ ~ Z00`1~ I Attach comPlete site PIan on PaPer not less than 8 '/z x 11 inches , but C unty St. CrOlx
not limited to: vertical and horizontal reference point (BM), direle otS . CROIX COUN
dimensions, north arrow, and location and distance to the nearesZONING OFFICE E cel ID #
(Ve lo7d ;e
APPLICANT INFORMATION - Please print all information Rev `wed Date:
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). 710
Property owner: Property location
Kurt and Elizabeth Christensen Gov't lot: SW 1/4 SW 1/4 S25 T 28 N, Rl6 W
l
Property owner's mailing address: Lot # Block # Subd. Name or SM# I ^
877 Benoy Road ®2 NA NA S 241~ A&-
City / State /Zip Code Phone number:
city Village Town Nearest Road
Hudson / Wisconsin /54016 715-386-6340 Eau Galle 12th Avenue
® New Construction Use Residential/Number of bedrooms Unknown Addition to existing building: NA
❑ Replacement ❑ Public or commercial - describe
Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions
Parent Material: Glacial Till - ground moraine
General Comments and Recommendations: Soils are somewhat poorly drained glossoboralfs underlain by very dense gravely clay loam. Redox features
are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with 2.50 feet of sand fill.
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
114) Effl1 Eft#2
Pit 1
A 0-8 1OYR 3/2 NA sit lmsbk mfr aw zf+lrn 0.4 0.6
Ground E 8-16 l OYR 4/2 NA sit 1 msbk mfr aw 1 f 0.4 0.6
Elev (ft.)
99.9 Btl 16-22 IOYR 5/3 fld7.5YR5/8 gr-sil lmsbk mfr aw NA 0.4 0.6
Depth to 13t2 22-26 7.5YR 5/4 m2d7.5YR5/8 gr-sicl massive
limiting
factor- in.
16
Remarks: E, Btl dense. A+-ff
Boring # A 0-8 l OYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8
Pit 2 Btl 8-12 l OYR 4/4 NA sit 2msbk mfr aw 2f 0.6 0.8
Bt2 12-18 10YR 5/3 mld7.5YR5/8 sicl Imsbk mfr aw NA 0.2 0.3
Ground
Elev (ft.) C 18-22 10YR 6/3 m3p7.5YR5/8 gr-cl massive
102.90
Depth to
limiting
factor- in.
12 Remarks: Btl small amount of clay; Bt2 is very dense.
CST Name: Eli M. Gottfried, Gottfried Environmental Signature: Tel. No. 715-833-1400
Address: 124-1/2 Graham Ave. Eau Claire, Wl. 54701 Date: 9 November 2004 CST # 221981
SOIL DESCRIPTION REPORT
Pro ert owner Christensen Parcel ID#
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FsTZ
Pita &+4) Ef1# 1 Eff#2
A 0-9 l OYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8
Ground ~
Elev Ground Btl 9-13 IOYR 4/4 NA A 2msbk mfr aw if 0.6 0.8
102.9 Bt2 13-18 IOYR 5/3 m2d7.5YR 5/8 sic] lmsbk mfr aw NA 0.2 0.3
Depth to C 18-21 7.5YR 6/3 m3p7.5YR 5/8 gr-cl massive
limiting
factor- in.
13
Remarks: BtI small amount of clay.
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Eff# 1 Eff#2
Ground
Elev (ft.)
Depth to
limiting
factor- in.
Remarks: Pit reviewed - 9 November 2004.
Boring #
Ground
Elev (ft.)
Depth to
limiting
factor- in.
Remarks:
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Eff# 1 Eff#2
Ground
Elev (ft.)
Depth to
limiting
factor- in.
Remarks:
• I
GOTTFRIED ENVIRONMENTAL
124 Graham Ave., Eau Claire, W154701; 715-833-1400
telephone: 715-833-1400; fax: 715-833-1381; email: elicstm sbc lobal.ne RECEIVED
JAN ~ 2 20C5
28 December 2004
,ST, CROix COUNTY
Re: Additional pit review - Bernie Helgeson, CST, soil test - 27 September 2004 (Pau NelAqN CE
Site Location: SW SW 25 28 16W, Eau Galle Township, St. Croix County
On 9 November 2004, a hand dug soil pit was reviewed by me on the property located as noted above.
The pit review was done at the request of the present owner, Elizabeth Christensen, in order to
characterize the soils in an area the west of the current location of the proposed mound site. The intention
of Ms. Christensen is to move the proposed location of the mound system approximately 30 feet to the
west of the existing location. The pit was dug 30 feet west of the west end of the proposed mound. The
pit was located approximately along the contour (98.4' as noted by the CST), although no elevations were
taken at the time of the evaluation. Result of the pit review are as follows:
(0-0
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Eff#1 Eff#2
Pit 1
Ap 0-9 10YR 3/3 NA sil 2fsbk mfr aw lvf 0.6 0.8
Ground
Elev E 9-13 1OYR 4/3 NA sil Impl mfr gw if 0.4 0.6
(ft) Btl 13-16 IOYR 5/3 m1d 7.5YR 5/8 sil lmsbk mfr aw NA 0.4 0.6
Depth to Bt2 16-21 10YR 6/3 m2d 7.5YR 5/8 sic] v. dense
limiting
factor-
in.
small amt of clay in Btl horizon
The pit review on 9 November 2004 appears to be suitable for a mound type of septic system. Depth to
redoximorphic features however, appear to be shallower than those reported for most of the pits evaluated by
CST Helgeson on 27 September 2004.
Sincerely,
Eli Gottfried
CST, Designer
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VOL 19 PAGE 4917
KATRGEW H. VALSH
REGISTER OF DEEDS
:45PH
ST. CERTI FI Ea MU RVEV MAP 01/26/2005 R0 02kECORD
01/26/2005 45PM
LOCATED IN PART OF THE SW1 /4 OF THE SW1 /4 CERTIFIED SURVEY MAP
OF SECTION 25, T28N, R7 6W, TOWN OF EAU REC FEE: 13.00
GALLE, ST. CROIX COUNTY, WISCONSIN. COPY FEE: 3.00
PAGES: 2
W1/4 CORNER
SECTION 25 PREPARED FOR SURVEYOR
KURT AND ELIZABETH EDWIN C FLANUM
CHRISTENSEN NORTHLAND SURVEYING. INC.
877 BENOY DRIVE P.O. BOX 14 SCALE IN FEET 1" = 200'
HUDSON, WI 54016 ROBERTS, WI 54023
mood
K) 200 0 200
N _MG`.]I~dpCQ dp ~zTH A-VENUE
21°I`12p3 NORTH LINE OF THE SW1/4 OF THE SW1/4~ _a JL~ Z \ 341.06'
425.99 Tr
~-120 S87°48'11"E 1203.31' yy 370
z: u~ 72"E.; .20' I b
N W r-,
388'2......... PJA u,
6506, •EASTLINEOFTHE 11 ' • . • • • • • • • • • • • • rn w
WEST 120 FEET SOUTH LINE OF THE M z
OF THE SW7/4 OF NORTH 1 ROD OF THE
THE SW7/4 SW1/4 OF THE SW1/4 52
55-1 55 cr
.
A ci " LOT 3 W ui
A 5.22 ACRES INC. R/W
227,251 SO. FT.
OUTH LINE OF THE • 50 50' .
NO TH 219 FEET OF THE 5.03 ACRES EXC. R/W .n
S 1/4 OF THE SW1/4 219,209 SQ. FT. A
C b3~' .
cm nt
LL v-
I w co s. ' A M ~I
~i zI LOT 1 OUTLOT 1 • ° I°
587°3522 E 366.84')
~II r ; 12.01 ACRES INC. RNV ycq~ `Yr' 12.59 ACRES INC. R/W N BENCHMARK r
01 Z] 100y 522,961 SQ. FT. 548,513 SQ. FT.
~I a m TOP OF 3/4" REBAR +1 ~1
II ` 11.81 ACRES EXC. R/W 12.36 ACRES EXC. RNV ELEV. = 1085'85 b nl I
cJ' mj z 514.455 SQ. FT. i 538,478 SQ. FT. v-
I
I =I in r
Vi ' ARE RESTRICTED TO A ° ~I
~I) ST BUILDING OPENING 11F (A ~I
110' ELEV. =1074.50
w
o o Y
55 33 587°46'37" " LOT 2
8.01 ACRES INC. R/W v'}i O
w
22.02' r~1 348.774 SQ. FT. ui ¢ F, w
Iuj~ .rr~ Y' . 00wN'Y 7.97 ACRES EXC. R/W O
N1(~YOR R 347,282 SO. FT. z 0 =
M Z
N BENCHMARK
Z TOP OF 3/4• REBAR
AVE _H ELEV. = 1078.21 4.5' SOUTH LINE OF THE SW1/4
26
AV4.85' 427.80' 43'-
%e 65
434.45' 7.3'--
87
46 57"W 1289.-1 O'
33.03' LEGEND N87°46'87WV 2044.26'
ALUMINUM COUNTY SECTION i
CORNER MONUMENT FOUND (LO U 9 C.@.o ]o i NB 57 W '
SW CORNER 1822.13'
SECTION 25 m MASONRY NAIL FOUND / S1/4 CORNER
• 1" O.O. IRON PIPE FOUND w / SECTION 25 ir- Q 3/4"X 1 8"IRON REBAR SET WEIGHING gO
1.50 LBS. PER LINEAR FOOT 1w /~7 ~j
Z Z' L0V 92 6o3ofi` o
• BUILDING SETBACK LINE Ti V ~LSo 9 p~o
SOIL TEST / w
cr~
PROPOSED DRIVE
X -X FENCEUNE gZ
THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 7 OF 2 SHEETS
JOB NO. 04-130 DATE 12-6.04
Vol 19 Page 4917
8 2 5 5 6
VOL 20 PAGE 5037
KATHLM H.
REGISTER OF DEEDS
CERTIFIED S V RVEY MAP ST. CROIX Co., C
RECEIVED VED FOR RECORD
LOCATED IN PART OF THE SW1/4 OF THE SWI14 CERTIFIED ED ~~05F SURVEY NAP NA
P
OF SECTION 25, T28N, R16W, TOWN OF EAU RfiC FEE: 13. e0
GALLE, ST. CROIX COUNTY, WISCONSIN; BEING PAGES: 2 3 RECEIVED
OUTLOT 1 OF CERTIFIED SURVEY MAP RECORDED
IN VOLUME 19, PAGE 4917 AT THE ST. CROIX
COUNTY REGISTER OF DEEDS OFFICE.
W1/4 CORNER OWNER SURVEYOR
SECTION 25 KURT AND ELIZABETH EDWIN C FLANUM
CHRISTENSEN NORTHLAND SURVEYING, INC.
877 BENOY DRIVE P.O. BOX 14 ST. CROIX COUNTY
HUDSON, WI 54016 ROBERTS. WI 54023 SOUTH LINE OF THE
NORTH 1 ROD OF THA y
LYORS ACRD
g3 N~GJP u m L~L~aD SW1/4 OF THE SWt/4
`o NORTH LINE OF THE
2'AIDC7~^- A187~~G~.~.s~~w~~ SW1/4 OF THE SWi/4
- 7° '11 4
Z M N
M I
M EXISTING
N . . . . . . . . . . . . . . . . .
CENTERLINE
A W
55 55 r
d04 9 M L04 0
c~o~o~e na ~ - o~o- o as
W OOf~e 9 ~9 t?G~o ~1~9 ~7 Z dodo 9 ~9 i X79 7
f -
uj 4D
w m N + BENCHMARK
~i z I o 1 TOP OF 3/4" REBAR
O ELEV. = 1085,85
I r
III
e
LOT 4
~;I 1 12.59 ACRES IZ o0 09] nM
~Il fD~ 548,513 SO. FT.
WOO. v a), P®o 60-0
~Jf =I I 0 12.36 ACRES EXC.P/W
dl f;~ O 538,478 SO. Fr. ab LEGEND
I V, w O
~I ir- Y M ALUMINUM COUNTY SECTION
~I
f2 110 CORNER MONUMENT FOUND
C3
w
W m MASONRY NAIL FOUND
U z
~ W
LL U ~ N • 1.0.O. IRON PIPE FOUND
55' 33' ¢
*00- 0 Q 3/4" IRON REBAR FOUND
uj co)
* P • • • • . . 100' BUILDING SETBACK LINE
I g Z A SOIL TEST
JI uOO~ PROPOSED DRIVE
S87°46'57"
E 459.68'
A_VE SOUTH LINE OF THE SW- 4 S87°46'57"E 1756.58'
587°46'57"E 427.80'
S87°46'57"E 2644.26 S1/4 CORNER
I SW CORNER SECTION 25
SECTION 25 Lou 9
woo.. 999 PC6o ~0£36'-33
i
SCALE IN FEET 1" = 200'
THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS 200 0 mommmom
JOBNO.04-130 DATE,-10-05 REV.7-14-05
200
Vol 20 Page 5037
Parcel 008-1072-70-050 02i07/2008 12:12 PM
PAGE 1 OF 1
Alt. Parcel 25.28.16.379B 008 - TOWN OF EAU GALLE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
01/26/2005 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - CHRISTENSEN, KURT & ELIZABETH
KURT & ELIZABETH CHRISTENSEN
847 WYLDWOOD LN
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 2617 12TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 8.010 Plat: 4917-CSM 19-4917 008-05
SEC 25 T28N R16W PT SW SW CSM 19-4917 Block/Condo Bldg: LOT 02
LOT 2 (8.01 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
25-28N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
01/11/2007 842430 WD
01/11/2007 842428 WD
01/26/2005 785882 19/4917 CSM
10/28/2004 778333 2684/584 WD
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/06/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 8.010 34,500 0 34,500 NO
Totals for 2008:
General Property 8.010 34,500 0 34,500
Woodland 0.000 0 0
Totals for 2007:
General Property 8.010 34,500 0 34,500
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
C0111n1erCe.WI.gOV SAFETY AND BUILDINGS DIVISION
Integrated Services Bureau
13 East Spruce Street
iseonsin INSPECTION REPORT Chippewa Falls, 54729
www.commerc .w
) 7 i6-2544
Department of Commerce (715) 726-2544
Date of Inspection: May 2 2
y 005 Plumber Name and Address
Project Name: Christensen RECEIVEr
Use:
Residential
Legal Description: SW SW 25-28-16W it~;~` IQQ
Site Number: 698935
Subdivision: Lot2of proposed CSM Certified Soil Tester Name a LdAte ~
Municipality: Town of Eau Galle Eli M. Gottfried, CSt 4~ OFFICE
County: St. Croix
PO Box
1645
Eau Claire, WI 54702
Plan Transaction Number: 1140796
Sanitary Permit Number: NA Owner Name and Address:
Elizabeth and Kurt Christensen
Wastewater Flow: 450 gpd 877 Benoy Rd
Persons Present: E. Gottfried, E. Hudson, Wi 54016
Christensen
An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less
than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to
confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic
features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed
as they relate to wastewater application rates. Other site conditions such as percent and direction of slope,
landscape position, land surface contour length, and surface water hydrology may also be noted and their effects
are factors considered in the recommendations and conclusions portion of this report.
A typical soil profile at T-1 could be described as follows:
00-03" 10YR 3/2 sil, 2mgr, mfr, aw.
03-08" 10YR 3/2 sil, 2csbk parting to pl, mfr, as.
08-15" 10YR 4/4 sil, 2m-csbk, mfr, cw, w/ f2f 10YR 4/6 and 5/3 rmfs.
15-18" 10YR 5/4 sicl, 2msbk, mfr, w/c3d depletions on ped surfaces.
If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow
permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated
should not exceed 0.2 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and
prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying
septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the
mound must be orientated along the contour. The mound shall be constructed to divert surface water around the
mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is
determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the
mound site.
If there are any questions regarding this report, please contact me.
Leroy G. nsky, W water ecialist cc: MCounty ❑ Plumber
Ljansky@commerce.state. wi.u E-mail 0 CST ❑ Owner
715/726-2544 Voice 715/726-2549 Fax ❑ Other
State qf Wisconsin INSPECTIO REC Leroy G. Jansky
Department of Commerce F~V~ fitment of Commerce
Safety & Buildings Division REPORT 1 E. Spruce Street
Bureau of Feld Operations JA/~ 1 2 2005 hip ewa Falls, 1Nl 54729
pr~o
Inspection Datej
u ses [Privacy 71.jgQ1 jmq.-2544
f Personal information you provide may used fe
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