HomeMy WebLinkAbout008-2011-02-000 (2)
Wisconsin Department of Commer ,,SOIL EVALUATION REPORT Page ) of 3
Diviripn of Safety and Buildings FYR' I u raw L
in accordance with Comm 85, Wis. Adm. Code
County
j , C =CUlj<
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
incluie, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
perceAt slope, scale or dimensions, north arrow, and location and distance to nearest road. (
Please print all information. [,Reviewed DPersonal ' ou provide may be used or ary purposes (Privacy Law, s. 15.04 (1) (m)). i'
P perty Owner I--K~41- SIMM _I l rW Property Location
6 S BevE-I.et N~ 1/4 Sit 1/4 S T Z~ N R 6 E (o W
Property Own of # Block # Subd. Name or CSM##
3l~L~'tl1 (rtJ
City State Zip Code Phone Number ity ❑ Village ® Town Nearest Road Z37 woo~v~t`.~ w~ S~UZ$ (BLS) 648-Z38-~ Liu G6.1LrL.~, 6
® New Construction Use: Residential / Number of bedrooms Code derived design flow rate 0 GPD
❑ Replacement, E) Public or commercial - Describe:
Parent material _ Ln r 4 c~ U B2 `n LL Flood Plain elevation if applicable ft.
General comments ~ V ~ / 9 6~ II / u•~ W"
and recommendations: tt ~1S71Z~13U'T)Oly C°~ L ` 'vED
lU V IZ °l°1. S
2
Boring # ❑ Boring COUNTY
® pit Ground surface elev. -I - ft. Depth to limiting factor ST. CROtX
N1N on Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boun Dots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
o- Q tio~ ~z~ ~ z - S L I z~s b k rn~t-. c(," - • s
Z 01-Z3 1o'irz31C - sj I 3M-R- Cw - • S _9
3 13 37I Sy(Z3! `FtrQ~~SLl rLSl L_ Owe YnV`C4- Cw - .3 • s
37-~ •S'I231Y sc
Boring # ❑ Boring
Pit Ground surface elev. t Y O ft. Depth to limiting factor Z in.
ID c-, c
- .ate
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
I U-10 l p- tz 3 L Z - s i I Z-`Fsb \'Z m`Fh C-w . S
Z 1p zo t~1(z..16 - si ~ .3~sbk m~►- Gt,~, - -s -t3
3 -15EM-3 C1~:1.s I R-s 1 L lesb rn~~- ct~ - •~t
z~- j) .s K L- C),61 w1 - . s
• Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig lure CST Number
Arthur L tdegerer CLOLL 1 - 0-L- I 220254
Address Ed e g e r e r Soil Testing & . Design Service Date Evaluation Conducted Telephone Number
421 N. Bain St. River Falls, WI 54022 2-Z6-d-Z 715-425-0165
.;.yr r•1 i
s 1. 4% .
Property Owner
Parcel ID # Page _ of 3
Boring # ❑ Boring
® pit Ground surface elev. b, Z ft. Depth to limiting factor Z -7
in,
Soil Application Rate
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
1 0_9 l~`~R-3L - si 1 z~sbk mph C).v .s -g
Z q -zo cat R 31 - s 1 3~sb►~ »~~F~- _
ZD -Z:71 -7 -S `t 2.31 L ~C s bk m U`QF C` &,j '4
y Z7-3L ~Sv `FlT---2SY2S/8 L at,,
❑ 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/ft2
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
•Eff#1 •Eff#2
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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
•Eff#1 •Eff#2
Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 < 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.
S13D-8730 (R.6=)
Property Owner 21661'r S0~1 Parcel ID # Page Z of 3
El Boring # E] Boring
Ground surface el
Pit ev. ft. Z
® ~ Depth to limiting factor -7 in.
Soil Application Rate
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
I 0-9 lo'lf2-3Z si 1 z~sbk yn f cw, - .s _g
Z q -zo 1ULt p- 31 L - S) 3~sbk M'(- w - -S
.
3 . 2-'D-Z:71 231 - L L,~fl-sb~z m C t.V - - 4
y z7 3L -2sV R31 `Fl y S`J2S18 L ovr. vrt t- - . 3 . s
❑ 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/ft2
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
I
I
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 +Eff#2
Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 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 (X6/00)
PLOT PLAN Page 3 of 3
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715-425-0165 220254
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CST Signature Date Telephone No. CST No. Job NO.
FParcel 008-2011-02-000 02/06/2008 08:01 AM
PAGE 1 OF 1
Alt. Parcel 04.28.16.581 008 - TOWN OF EAU GALLE
ST. CROIX COUNTY, WISCONSIN
Current X
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
09/19/2005 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 2377 54TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 10.730 Plat: 10-079-WOOD VIEW RIDGE LOTS 1/3 008-05
SEC 4 T28N R16W PT NE SE WOOD VIEW RIDGE Block/Condo Bldg: LOT 002
('05) LOT 2 (10.730AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
04-28N-16W NE SE
Notes: Parcel History:
Date Doc # Vol/Page Type
09/19/2005 806859 10/079 PLAT
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 07/13/2007
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 10.480 1,000 0 1,000 NO
NO
UNDEVELOPED G5 0.250 50 0
Totals for 2008:
General Property 10.730 1,050 0 1,0500
Woodland 0.000 0
Totals for 2007:
General Property 10.730 1,050 0 1,0500
Woodland 0.000 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
Safety and Buildings Division
Kinney 4003 N. commerceml.gov LaCrosse Wl 54601-1831
www.commerce.stateml.us/sb
SCOn ■ ■ S I ■ ■ Jim Doyle, Governor
Department of Commerce Cory L. Nettles, Secretary
May 18, 2004 RECEIVED
CUST ID No. 42258 JUN 0 7 2004 ATTN.- Inspector
ELI M GOTTFRIED ~T CROIXCOJNTY
GOTTFRIED ENVIRONME TAti6NING OFFICE ZONING OFFICE
124 1/2 GRAHAM AVE ST CROIX COUNTY SPIA
PO BOX 1645 1101 CARMICHAEL RD '
EAU CLAIRE WI 54702-1645 HUDSON WI 54016
CONDITIONAL APPROVAL 4 v - J
PLAN APPROVAL EXPIRES: 05/18/2006 Identification N ' 4b=j ~t, t
Transaction ID No. 967078
SITE: Elizabeth Christensen ^ f Site ID No 670567
County Highway BB Sites:' '11111 nd+ )'lease refer`to bptllld~nti cat'Qirrber
abovein all cpn onden e jn l
Town of Eau Galle, St Croix County
NE 1/4, SE 1/4, S4, T28N, R16W hdr~~ V164d /E-
FOR: Object Type: Soil Saturation De~terminat~Regu ated bj AD No.: 941615
CT I
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
I . Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil
saturation based on an interpretative determination. This approval and determination negates the requirement in
Com 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when
redoximorphic features are less than 4 inches below the bottom of the A horizon.
2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment
and dispersal is required.
3. The basal soil application rate shall be 0.2 gpd/ft^2, and the linear loading rate 4.0 gpd/foot.
4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water
movement into the soil solum that is weakly structured and sometimes platy, as well as slowly permeable.
5. Landscaping up slope of the mound shall be incorporated into the overall mound design to divert surface water
drainage around the mound system.
6. Mound side slopes shall be at least 4:1 rather than the typical 3:1 slopes.
7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
9. A copy of this approval letter and attachments must accompany the mound system plans for this site.
ELI M GOTTFRIED Page 2 5/18/04
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets
were submitted in lieu of additional full plan sets, a copy of this approval letter and index sheet shall be attached to
plans that correspond with the copy on file with the Department. All permits required by the state or the local
municipality shall be obtained prior to commencement of construction/installation/operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, Fee Required $ 100.00
Fee Received $ 100.00
Balance Due $ 0.00
Lero Y tJky, GWastewater SP alist
Integrated Services Bureau =YS~ii'
(715) 726-2544 Voice
ljansky@commerce.state.wi.us
cc: Leroy G. Jansky, Wastewater Specialist, (715) 726-2544
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