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HomeMy WebLinkAbout008-1080-60-200 (2)Wisconsin Department of Commerce SOIL EVAL TIONREPORT Division of Safety and Buildings In accordance with 85, Wis. Adm. Code Page 1 of County Attach complete site plan on paper not less than 8'/s x 11 in in size. St. Croix Include but not limited to: vertical and horizontal reference poin di i and Parcel I.D. 008-1080-60--898 Percent slope, scale or dimensi w, and BM referenced to t Plea priREG&WE& Review by Date Persona) information you provide may Ix used for secondary purposes (Priva y Law, s. 15. 1) (m)) Property Owner 2006 O Property Location Je JUL 5 Yang C"vt. Lot SW '/. SW v. s T A N R 16 E I Property Owner's Mailing Address ST. CROIX COUNTY Lot # jBIock# ISubd,Name CSM# 2.332 10 h Ave. -3q 22 - City State Zip Code Phone 0 City ❑ Village El Town NBarest Road Baldwin WI 54002 715-688-9588 Eau Galle 23 0 New Construction Use: B Residential / Number of Bedrooms 4 Code derived design floes rate 600 _GPD ❑ Replacement ❑ Public or Commercial - Describe: Parent Material Loess over Glacial Till Flood Plain elevation if applicable N/A ft. General comments and recommendations: Mound installation with a linear loading rate not to exceed 4.5 GPD/ft and basil application rate not to exceed 0.2 GPD/sq. ft. F 1-1Boring # ❑Boring 0 Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 8 in. 1 _Colt annlir�finn Rafo '. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sr, Cont. Color Texture Stmdure Gc Sz. Sh. SIL i 2-m-gr SIL 1-trlpl L r 1-mwpl SL 1-m-sbk Consistence mfr mfr mfr Boundary CW Roots 2f GPDe "Eff#t 0.6 -Efi#2 0.8 1 0-8 10YR3/3 Norte 2 8-10 7.5YR4/3 10YR4/4 10YR4/4 10YR3/4 f-1-f spots as 1f 0.4 0.6 3 4 10-13 13-24+ 7.5YR4/6 f-2-f 7.5YR4/6 f-2-f gs 1f 0.4 0.6 mfr - - 0.4 0.7 ❑ Boring 2 Boring # ©pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 7 in. Soil ADolication 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 'E 1 0-7 10YR313 None SIL 2-f-gr mfr cb 1f 0.6 0.8 2 7-9 10YR3t3 7.5YR2.5/3 f-1-f spots* SIL 1-m-PI mfr as 1f 0.4 0.6 3 9-11 10YR4/4 7.5YR3/4 f-1-f ox rt ch L 1-m-pl mfr gs - 0.4 0.6 4 11-17 10YR414 None SL 1-co-sbk mfr gs - 0.4 0.7 5 17-26 10YR4/4 7.5YR4/6 f-2-f LS 1-co-pl mfr gs - 0.7 1.6 6 26-44+ 10YR4/6 7.5YR4/6&4/3 c-2-f LS 0-m mfr - - 0.7 1.6 *Snots are not nresent in all locations within the test nit L11luent # I = BUD5 > 30 t 220 mgfL and 'M > 30 G 150 mg/L . Ettluent #2 = t3005 < 30 mgJL and INN 5 M mg/L CST Name (Please Print) Sign CST Number 2 Mark Iverson __�_ � 46672 Address _ Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 April 26.2006 715-796-5664 Property Owner Jerry Yang Parcel ID# 008-1080-60-000 Q Boring 3 Boring # 0pit Ground Surface Elevation 100.36 ft. Horizon Depth Dominant Color Redox Descnption Texture in. Munsell Qu. Sz. Cont. Color 1 0-9 10YR3/3 None SIL 2 9-12 10YR4/4 None SL 3 12-21 10YR4/4 1 aYR513 & 7.5YR4/6 f 2-d SCL 4 21-35+ 10YR4/4 1 OYR5/3 & 7.5YR416 f-2-4 C L Page 2 of 5 Depth to Limiting factor 12 in. Soil ADDlication Rai Structure Consistence Sz Sh. Boundary Roots GPD/fe 'Eff#1 'Eff#2 _Gr. 2-f-gr mfr as 2f 0.6 0.8 2-m-pl mfr cs 1f 0.0 0.2 1-co-sbk mfr gs 1f 0.2 0.3 0-m mvfi - - 0.0 0.0 ❑ Boring l Borg # IaPit Ground Surface Elevation 97.8 ft. Depth to Limiting factor 8 in. Soil AiDolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffe in.Munsell u. Sz. Cont. Color Gr. Sz. Sh. 'EtT#1 'Eff#2 1 0-8 10YR3/3 None L 1-co-sbk mfr as 2f 0.4 0.6 2 8-16 10YR4/4 t0YR413 & 7.5YR416 1--2-f SL 1 -co-sbk mfr gs 1 f 0.4 0.7 3 16-26 10YR4/4 10YR4/3 & 416 f-2-d SL 2-co-sbk mfr j cs - 0.6 1.0 4 26-43+ 10YR4/6 10YR4n & 418 f-2-d SC 0-m MA - - 0.0 0.0 i O Boring { 5 j Boring # ®Pit Ground Surface Elevation 97.0 ft. Depth to Limiting factor 14 in. Soil Applicatifln Rate Horizon Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW Pt�- Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-8 10YR3/3 None SIL 2-m-gr mfr as 2f 0-6 0.8 2 8-10 10YR4/4 None L �1-f-pl mfr cs I 0.4 0.6 3 10-14 10YR4/4 None SL 2-m-sbk mfr gs - 0.6 1.0 4 14-35+ 10YR4/4 10YR4/6 f-2-f SL 1-co-sbk mfr - - 1 0.4 1 0.7 Efilucnt # t = &OD,> 30 5 220 mg/L and TSS > 30 <_ 150 mg/L • Effluent #2 = BODs-s 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. Property Owner Jerry Yang ❑ Boring 6 Boring # 0pit Ground Surface Elevation. Parcel 1D# 008-1080-60-000 93.4 ft. Depth to Limiting factor 8 Page 3 of 5 Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz, Gontfor Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/e 'Eif#t 'Eff#2 1 0-8 10YR313 None L 2-f-gr mfr as 2f 0.6 0.8 2 8-11 10YR313 7.5YR314 f--1-f ox rt ch SL 1-m-pl mfr as 1 f 0.4 0.6 3 11-17 10YR4/4 None SL 1-m-p1 mfr gs - 0.4 0.6 4 17-25 10YR4/4 7.5YR4/3 & 416 f-1-f SL 1-m-sbk mfr Cs - 0.4 0.7 5 25-40+ 10YR4/6 7.5YR416 f-1-f SCL 1-co-sbk mrrfi - - 0.2 0.3 ❑ Boring F Boring # OPit Ground Surface Elevation 101.7 ft. Depth to Limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture _ Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *]Eff#1 "Eff#2 1 0-7 10YR3/3 None SIL 2-f-gr mfr as 2f 0.6 0.8 2 7-16 10YR4/4 10YR416 & 5/2 f-2-f SIL 1-f-pl mfr gs 1f 0.4 0.6 3 16-28 10YR4/4 7.5YR4/6 f-2-f SL 2-m-sbk mfr es - s 0.6 1.0 4 128-40+17.5YR413 7.5YR4/6 c-2-d SL 1-co-sbk mfr - - 0.4 0.7 ❑ Boring 13c�rim, # ®pit Ground Surface Elevation 98.5 ft. Horizon. Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color 1 0-8 10YR3/3 None SIL Depth to Limiting factor 10 Structure Consistence Boundary Gr. Sz. Sh_ 2-f-gr ds Cs in. Roots 2f SoilA .pliration-Rate GPDte -Eff#1 `Eff#2 0.6 �0-.B 2 8-10 10YR3/3 None SIL 1-f-pl ds as 1f 0.4 0.6 3 10-14+ 10YR4/4 1OYR5/3 & 7.5YR4/6 f-IA SL 1-m-sbk ds - if 0.4 0.7 ' Effluent #1 = BODs> 30 5 220 mg/L and TSS > 3015 150 mg/L ' Effluent #2 = BOD5< 30 mg/L and TSS 5 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. Property Owner Jerry Y ❑ Boring 9 Boring # pPit Ground Surface Elevation Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont Colo 1 0-7 10YR313 None None 2 7-9 10YR3/3 3 9-13+ 1 10YR4/4 7.5YR4/6 f-1-d ParcellD# 008-1080-60-000 Page 4 of 5 98.5 ft. Depth to Limiting factor 9 in. Soil Appliption Rai Texture Structure _ Consistence Boundary Roots QPDe Gr. Sz. Sh. 'Eff#1 'Eff#2 SIL 2-f-gr ds Cs 2f 0.6 0.8 SIL 1-f-pl mfr as 1f 0.4 0.6 SL 2-m-sbk mfr - I 1f 0.6 I 1.0 ❑ Boring E Boring # opit Ground Surface Elevation 96.04 ft. Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. ConL Color 1 0-7 10YR3/3 None SL 2 7-9 10YR3/3 - None SL 3 9-12+1 10YR4/4 10YR4/6 f-1-fa SL Depth to Limiting factor 9 in. Soil Application Rat Structure Gr. Sz. Sh. Consistence Boundary Roots QPDlftZ 'Efffil 'Eff#2 1-m-sbk ds Cs 2f 0.4 0.7 1-m-pl mfr as 1f 0.4 0.6 2-m-sbk mfr - - 0.6 1.0 ❑ Boring Boring # pfpit C.rnnnrf CnrfarP Flavatinn f1 r)anth to I _imitina factnr in. Horizon Depth Dominant Color ! Redox Description Te)dure Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Soil Application Rate__1 GPDlft� 'Eff#1 'Eff#2 • Effluent # 1 W BODs> 30 5 220 mg✓L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD5 < 30 mgfL and TSS 5 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 TI'Y 608-264-8777. Page 5 of 5 North Property Line 0 ft. 24 ft. 40 ft. 80 ft. N place system on the 98.5' contour - Top of 3/4 inch PVC 100.0' rKio 5 9 'appro. house W m E X Q 0- CL Q The proposed west and south property Line's are greater than 200 feet from BM#1 BM* & Desaipt =Bench Mario Elevation W = Boring Location & Elevation Owner: Jerry Yang Site Information: Completed By: Mark Iverson N2332 10th Avenue SW 1/4, SW 114, 528, T28N, R16W 680 Larcom Street Baldwin, WI 54002 Town of Eau Galle Hammond, WI 54015 Phone: 715-684-2782 St. Croix County 715-796-5664 PSS#198 / CST# 46672 corn merce.wi.gov isc .cronsi ,}'� Department of Commerce INSPECTION REPORT Date of Inspection: May 15, 2006 Project Name: Yang Use: Residential Legal Description: SW, SW, 28, 28, 16W Site Number: Subdivision: Municipality: Town of Eau Galle County: St Croix Plan Transaction Number: Sanitary Permit Number: NA Wastewater Flow: 450-600 gpd Persons Present: M. Iverson SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls. WI 54729 www.comsnerce,wi.gov/sb (715) 726-25" Plumber Name and Address Certified Soil Tester Name a Mark Iverson, CST 46 PO Box 155 Hammond, WI 54015 Owner Name and Address: Jerry Yang 2332 10th Ave Baldwin, WI 54002 RECEIVED JUN 1 2 2006 Ad�CTf es COUNTY 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 along the west end of the 99.0 ft contour is described as follows: 00-05" 10YR 3/3 sil, 2mgr. mfr, as. 05-09" 10YR 313 sil, lmpl parting to sbk. as. 09-10" 10YR 313 sil, 1mpl parting to sbk, as, wff1f 7.5YR 413 Fe Conc. 10-16" 10YR 414 sl, 1 mpl parting sbk, mfr w/ c3f-d 7.5YR 413 and 516 rmfs. Note: Several soil profiles did not have redox features below the A horizon. 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 5.0 gpolft and the basal wastewater application rated should not exceed 0.3 gpolftz. 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. V_;V� w eroy G. Jansky, W ewater S ecialist cc: ® County ❑ Plumber Ljansky@ ammerc .state.wi.0 E-mail ® CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other CERTIFIED SURVEY MAP VOLUME__ 2z , PAGE 5306 , PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, OF SECTION 28. TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY,WISCONSIN West 1/4 Section 28-28-16 z1 Fall Survey Mark Nail UU UNPLAT'T'ED LANDS S87'01'21"E 648.12' I north me centellne `3•O6• 615.06 9w/sw- I I I ISO' SO4 tests t I ° 6 d-U N I I Proposed L �T 1 UNPf.1TTED w I driveway n4i owns rn ig, 871,220 sq.ft. 4-1 14I 20 00 acres incl. r-o-w tV l f I !� N 1 Imi 806,929 sq. ft o 18.52 acres u, I not incl. r-o-w I^ I I � f I IIR 1 I I I Ea 3 8 3 i 7 VOL 22 PAGE5306 KATHLEEA H. WALSW REGISTER OF DEEDS ST. CROIX Co.. MI RECEIVED FOR RECORD 11/08/2006 11:00AM CERTIFIED SURVEY MAP REC FEE: 13.Do COPY FEE: 3.00 PAGES, 2 RECEIVED D EC 1 4 2006 ST. CROIX COUNTY SURVEYOR'S RECORD OWNER/PREPARED FOR Jerry and Maita Yang 2332101-h Ave Baldwin, WI 54002 UNPLATTED LANDS DRAFTED BY: Joel A Brandt JB SURVEYING LLC Southwest Corner I I m N t r£ cSM Section 23-28-16I bulldin5 setback i,ne: m v' — — — V01.£3 Pg.3634 2 _J '17"W 67 Fd Survey Mark Nail 61.58'--33.00'- b----N8T-----_-- 1975.56' South 1 \4 I rN67•o1'7 7"w 658.78' — — — — — N87'01't 7"w re Section 28-28-16 loth gveaue Fd 'PK' Nail c en terline 2634.34 Note: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands. minimum lot size, access to parcel, etc Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and Town Board North is reterenced to the Wesr I-ne of the Southwest Ou•3rter of Section 28-28-16, which hears NQQ"22 31"W ;Sr [falY. _ounty Gr,d Systeml � of2 SCALE, 1- = 250' 0' 250' 500' LEGEND 0 _....Government Corner (as noted) a. .Set 3i 4" x 24" iron rod weighing 1502 lbs /)meal ft . _ Found W4" Iron Rebar "Recorded as" Data Vol 22 Page 5306 Y JOEL A. -. ti # ` BA MDT : 5-2803 �'.OlL-l1rVp� CRY, ` Wd 9 1� o IV Page 1 of 2 t I 3 n SW CORNER SECTI❑N 28 658,65' N89°53'47"E CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1/4 OF THE SW1/4 OF SECTION 28, T28N, R 16 W, TOWN OF EAU CALLS, ST. CROIX COUNTY, WISCONSIN. UNPLATTED LANDS S88'14'42"W 370,63' F GARAGE HOUSE Q fU (n . . . . . . . . . . . . . . O W (7 W W w e WJN81) LOT 1 Q r .923 ACRES INC. R/WIIE �O C) 83,745 SQ. FT. ry IU .630 ACRES EXC, R/W 70,980 SQ. FT. / EXISTING DRIVE 47"E 385,51' SCALE IN FEET 1" = 60' 0 60 120 180 z1tw&0zw 44 OWNER BERNICE BERGER 2318 LOTH AVENUE BALDWIN, WI cc paa' U�cc � � H www wTm w �~o w ZD moo awe Z V) t < Q W O 05 m V) N W S1/4 CORNER cy w SECTI❑N 28 `' 0 1587.19' .10 N89'53'47"E 3$8,08' Y LOTH AVENUE M N89°53'47"E SOUTH LINE OF THE SV1/4 UNPLATTED LANDS --------------- NOTE: This lot is being created through Form Consolidation. THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB N0, 98-145 DATE: 4/26/99 LEGEND 0 1" X 24" IRON PIPE SET WEIGHING 1.68 LBS. PER LINEAR FOOT ® 3/4" STEEL SURVEY MARKER FOUND . . . . 100' ROADWAY SETBACK LINE • S $s N LAND SURVEYIN o d HUDSON , WISCONSIN 54016 D (715) 386-2007 VAT, 41995 Name Arnold Berger' 2318 loth Avenue SURVEYORS ORSRECIX O Address SURVEYOR'S RECORD Baldwin, Wi. 54002 Description Part of the SW; of the SW, of Section 28, T28N, P16W, Town of Eau Galle, St. Croix County, Wisconsin, further described on Sheet 2, N S88°14'42"W 370.63' C O 0o GARAGE �o C7 W rn W W HOUSE SEPTIC W fr'I °WELL r l f_v r Ln � w — o� N89053'47"E N89053`47"E _ n N89053'47 "E 388.08, E —�C 658.65' 1587.45' SW CORNER LSOUTH LINE OF THE SWI/4 SI/4 CORNER SECTION 28 SECTION 28 10 T y `-iFtCELT a 3/4" RESAR FOUND State of Wisconsin X NAIL MARKER FOUND County of St. Croix )ss. SCALE OF MAP- I INCH= 100 Feet ( see county surveyor for ties) 1, Allen C. N hagen , registered Wisconsin Land Surveyor,do hereby certify that N on October 20th 19I surveyed the above described and mapped property according to the official records and that the accompanying map is o correctly dimensioned representation to scale of the boundaries,that 00 all buildings and improvements lie wholly within,the boundary lines, and that no encroachments by adjoining owners appear from said survey. Map No. 94-90 00 Drawn By E.F. �r SHEET 1 of 2 SHEETS • S & N LAND SURVEYING • HUDSON , WISCONSIN 54016 (715) 386-2007 Nome Arnold Berger Address 2318 loth Avenue Baldwin, Wi. 54002 Description A parcel of land located in part of the SW; of the SW; of Section 28, T28N, R16W, Town of Eau Gal.le, St. Croix County, Wisconsin; further described as follows: Commencing at the SW Corner of Section 28; thence N89o53'47"E, along the south line of the SW1/4 of said section, 658.65 feet to the mint of beginning; thence continuing N89053'47"E, along said south line, 388.08 feet; thence N04033'31"W, 226.70 feet; thence S88014'42"W, 370.63 feet; thence S00o06'13"E, 215.33 feet to the point of beginning Parcel contains 1.92 Acres (83,745 Sq. Ft.) and is subject to Right -of -Way for Town Road (loth Street) and to all easements of record. Note: The above described parcel was created for mortgage purposes and may not be deeded as a separate land parcel. A-E7 Waiver I, Allen C. Nyhagen, and I, Earned Berger agree to waive the requirements for land surveys as set forth in A-E7 of the Wisconsin Administrative Code as the corners of the land parcel descri.b above have not been monumented. LO Allen C. Nyhage Date Arnold Ber Date Map No. 94-90 Drawn 6y E.F. SHEET 2 of 2 SHEETS