Loading...
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 Scale 1' ~J ~ J X11 l~QUP~~2`IY UA)C-: N6 ~n d Vr I,~ I o~ b-1Sh1i ~ • '1.°` . . CN r cLq \v 8 V ti' i~~l O F Z°-~Ll s ~ Gop.6' ~1 tt2 o Iv OT' eoM.6z, vwr Cwt \ bLS'N~ZL3 `Rf1S t'r1z~~R, a►~ i tom. goo o' ow- a"-1)!cLL' ; JJ,8 ~ N k t K K y _ -5~1~ 715-425-0165 220254 C) 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 a 4 5 y I I p• '33•E 5634- 4 I \ ~mi~> I saoy~~~ I I I ~ 'i I I I I,i I I I Ikel jl 3'. I I®I~ III,, I I ~~d~~ I~IQI I • I, I m ~ MM 1 ~ of I eo ~ I I I q€~~~ I I~Igg m3 ~ ? • ~ I II I I ISM m I I ~ 1 I g ~ . I I~' q I I i ,~e~ I IR I I I ex $ V ~ II I I II I I / II I I FI I / y e4 I I I 1 - - - - - - - - - - - - - - - N I I y 'z I „I m rr / I ~ ~.21 I 7. ~ l) I 0 y / I I I >mo o Y ; ~ I i~z 4 I, / I I K, >G- ~ o I I I I '10 'I Isla p 9a I I Ili ~.~aro'0 I 2 I~~ I~ m I I I I cmn0 O pmFm I• I I O O / m I~ I ~yZ' Op OCOA m C ~ fit I p 0p 0 sg~S I I I Ag~.~ I~Irr m v , 'at 0 0 ••I j.6144 a i4$ dl I I ~ ~ cm 8~ I I I fn A gg's ...yyPPP a / ro i I m. P" P gq N I I ygo ~ ~ I I I I ;0 a8 I I Oz, I I o q~ N I I pj A I I I ~ ~g 'I I I / I I I I I 3 ~ m~ 5 A~ F~ 8 4 p• s' ti7 a ag3~9P o em~•A iraw_ I' ~ Rid 7i4'Rd ~ ~~e~R ~ U, Mx I 1 ry ~Jt I X1 I e~k 5 0 . I YEA ) i ~W lp I R R ~ c., 1 • d 1 / • I ' q~' Y- mi•mmwffm--u---- a - - Z > m C I s~ • rt :e R4 .~u u-I- • tveo~wvo~ HwAr _aa N nEel•M 2 a,c~v_a c,.ss.au _o~l I ~ mcP~l,. a tea. • I nc~a a c~.., ~ o