The URL can be used to link to this page

Home My WebLink About040-1303-00-046 (2) • �,/, ❑ �Q�� SOIL EVALUATION REPORT , , _ #1250 Depart e I,Services r"� p � Page 1 of 3 \,❑_ Division fSopi aIdD - t Keith E.Stoner in accordance withm 85,Wis.Adm.Code _ r-�.E�` ..iO� County Attach complete*6 a on paper not less than 8%x 11 inches in size. Plan must St.Croix include,but n [ifed to:vertical and horizontal reference point(BM),direction and parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 04 1303-00-046 Please print all information. Revie By Date p Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ❑� �e�yt/y� 0 Z Property Owner Property Location Mark Paschke Govt.Lot r ,S22,T28N, R19W Property Owner's Mailing Address L =Block Subd.Name or CSM# 5-eL 960 Leroy Lane 46 Walnut Hill Farm City State Zip Code Phone Number City ❑Village ® Town Nearest Road River Falls WI 1 54022 1 Troy 1 214 Walnut Hill Way ❑New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Loamy Till Flood plain elevation,if applicable Na ft. General comments Propose a 6'x 100'Mound Cell located along the 106.00'contour w/a System Elevation of 106.83.Upslope mound contour staked and recommendations: onsite. Boring# E]Boring ®Pit Ground surface elev. 103.89 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10YR3/3 sil 2msbk mvfr cs 3f-m 0.6 0.8 2 8-14 10YR5/4 A 2msbk mvfr gs 2f-nn 0.6 0.8 3 14-34 10YR4/4 sil 2msbk mvfr gs 2f 0.6 0.8 4 34-38 10YR5/3 c2d 5YR5/8 sic[ 2fsbk mfr gs 2f 0.4 0.6 5 38-57 10YR4/6 Bedrock sit lfsbk mvfr --- if 0.4 0.6 #5 Bedrock limestone fragmented 75% ❑Boring Z Boring# ®Pit Ground surface elev. 106.64 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *0#2 1 0-7 10YR3/3 sil 2msbk mvfr cs 3f-m 0.6 0.8 2 7-17 10YR5/4 sil 2msbk mvfr gs 2f-nn 0.6 0.8 3 17-27 10YR4/4 sil 2msbk mvfr gs 2f 0.6 0.8 4 27-36 5YR4/4 c2d 5YR5/8 grsl lfsbk mvfr gs 2f 0.4 0.7 5 36-42 5Y5/4 c1d5YR5/8 c m mfr --- if 0.0 0.0 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 130 mg/L and TSS s30 mg/L CST Name(Please Print) Signature: CST Number Keith E.Stoner 224059 Address Keith E.Stoner Date Evaluation Conducted Telephone Number 23220 Wood Creek rd.Siren,WI 54872 8/19/2014 715-653-2324 ssn-8330(R r in r) Property Owner Mark Paschke Parcel ID# 040-1303-00-046 Page 2 of 3 [] Boring 3 Boring# Pit Ground surface elev. 104.37 ft. Depth to limiting factor 26 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 *Eft#2 1 0-9 10YR3/3 sil 2msbk mvfr a 3f-m 0.6 0.8 2 9-14 10YR5/4 A 2msbk mvfr gs 2f-m 0.6 0.8 3 14-23 10YR4/4 sil 2msbk mvfr gs 2f-m 0.6 0.8 4 23-26 10YR4/4 sicl 2fsbk mfr gs 2f 0.4 0.6 5 26-36 2.5Y6/4 c2d5YR5/8 c 2msbk mfr gs if 0.2 0.3 6 36-48 10YR4/6 c2d5YR5/8 sil ifsbk mvfr --- -- 0.4 0.6 Horizon#6-70%fragmented(limestone ❑ 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/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Efl#1 I *Eff#2 F-1 ❑ 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/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD5>30 f92n_ dM.11 and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS-30 mg/L The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or M through Relay. Page 3 of 3 Soil Test Site Plan For: Mark and Joanna Paschke Lot 46 of the Walnut Hill Farm Sub. NE1/4-NE1/4 Sec.22 T28N-R19W Town of Troy-St. Croix County Wooded Slope w/White and Burr Oak 0 20 40 ABM #1 a�8«�c�> O ABM #2 P2 Open Grass Fallow Field Slope 104.00' �- 1 B #3 0 ° 106.00' ,B #2 107.00' / Proposed O Combination Tank PIL 109.00' 0 09.34 Walk-Out ° Look-Out Proposed 4 Bedroom Home Note:Maintain Welland Waterline Setbacks per SPS 108.00 383.43(8)(1) Garage 1.06 Acre Parcel Proposed Basement Floor=104.00' P2 BM#2=Top of T-Post on N.W.Lot Corner Elev. =103.58' i Elevation Data FN#214 Walnut Hill 13#1 = 103.89' Way 13#2 = 106.64' 13#3 =104.37' A BM=Top of 3/4" Re-Rod Iron on N.W.Lot Corner HRP=Same ASSUMED ELEV.= 100.00' August 19th,2014 ' =Backhoe Pit I keitb E.Stoner CST#224059 Parcel #: 040-1303-00-046 08/29/20P AGE E I AM P 1 OF 1 Alt. Parcel#: 22.28.19.1781 040-TOWN OF TROY Current OX ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O-PASCHKE, MARK&JOANNA TR MARK&JOANNA TR PASCHKE 960 LEROY LN RIVER FALLS WI 54022 Property Address(es): '=Primary "214 WALNUT HILL WAY Districts: SC=School SP=Special Type Dist# Description SC 4893 SCH DIST RIVER FALLS SP 0100 CHIP VALLEY VOTECH Notes: Legal Description: /` ,� Acres: 1.060 SEC 22 T28N R19W PT NE NALNUT HILL FARM LOT 46(1.060AC Parcel History: /c Date Doc# Vol/Page Type J cs 03/09/2011 933317 QC 03/05/2010 912825 SD 03/28/2006 821266 WD 12/10/2003 748768 2471/594 WD more... Plat: "=Primary Tract: (S-T-R 40%160%GL) Block/Condo Bldg: *09-092-WALNUT HILL FARM 1/75 040-03 22-28N-19W NE NE LOT 046 2014 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/09/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.060 52,000 0 52,000 NO Totals for 2014: General Property 1.060 52,000 0 52,000 Woodland 0.000 0 0 Totals for 2013: General Property 1.060 52,000 0 52,000 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 Vftoonsin Departrnent of Commerce ge erce SOIL EVALUATION REPORT paw of 3 m Division of Safety and Bntld fts •� in accordance with Comm 85.ws nom*+ r-wip county Attach complete include,but not l; EROSION CONTROL PLAN must be Parcel I.D. Percent slope,sk completed before sanitary permit issuance i. P R oiew by Date -- --- // Personal hramation you proves ray be used for saeonderY purposes(Pmacy Law.a.15.04(1) Property Owner TORO Property Location T•o PD B3 EP,S T e7P T— 5/0 ' Govt.Lot Al 1 �vn 5 f-1/4 S ZL T Z8 N R/f &(or)W � Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# City �N WR State Zip Code Phone Nu r nber ❑city ❑Village (.9 Town Nearest Road b,�ov� tfT3 MN SSo7tP (p5() zYB..tng� �r-eoy so. cr1o�E� `�c ga New Conshuction Use:C9 Residential/Number of bedrooms Code derived design flow rats 0 D a GPD �1 ❑Replacement ❑ Public or commercial-Describe: --• tA Parent material l o pr S S• D U,6t,, Flood Plain elevation if applicable "' "r ft General cortnrnents and reconwriendations: E Boring# Boring > N l ® Pit Ground surface elev. ft. Depth to limiting factor in. Soo Applicatim Rate Horizon Depth Dorninant0olor Redox Desertion Texture Structure Consistence Boundary Roots GPM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -E C Z •2 /D YR X14 �� / `� GGc� 7 75VR s z5 CS �•s U / d y 0 n Boring Z 2 y S.5.5 . . Boring ® pit Ground surface elev. ft. Depth to knbv factor in. Sol iication Rate Horizon Depth Dominant Redox Description Texture Stu Consistence Boundary Roots GPDJfF In. Mtmsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 I -Eff#2 n o•io %yi2 3 S Z- Zi 0•Z /0 Y S L ��►,� /k lit! cGu • S (� 3 a •z 7•S ----- SL 4 c S — . 3 S 7.5 S c 1A vlti no TS •Effluent#1=BOD >30:S 220 mg&and TSS>30<150 rng& 'Effluent#2=BOD <_30 nV&and TSS 130 mglL Signature CST N v CST Name(Please P"R,-A L$R i G i%-r— ��2 G 7 '4ddress Ulbricht &Assgciates °�E"�''°"eordi`�' Teleptnone fJurriber Privat .Sep r. 15 • a-o0 715. 77a.• 3 Y Z 2812 10th Ave. x;21, of Spring Valley, WI 54767 , Lo lDS�-Fi�r ,. -74V e?, 4-,'�-6� darn a U 4PPRO x . a yo s ._ oy�j SD • (r�o o y0 . /'696 . /o • oao dyp • /��G • zD • oao o y0 • /o�� • 70 � 0 yo , ioBC� �p oar ?bDV r3 JE STEDT- Property - rD O y Z 3 M� °""� z z ssS 3 R Ground surface eiev. 1 -7. 5 k Depth to limiting factor kL sod Rate Depth DomHtartt Redox Descr on Texture Structure Consistence SounGary Rots GPDRF Yte in Munsetf Qu.SZ Cont.Color Gr_Sz.Sh. 'EW2 /D �/L 2,tw 3 �p � � __ �rs• fro T S � 5 j �►►�� t3or;r9 . Q Pit Ground surface elev.' ft- Depth to limiting factor M. Sod Rate f torizon Depth Dominant Redox Descriptibn Texture Skn Consistence ry Roots GPM rn Mutt tau:Sz. Corti.Color Gr:Sz Sh. 'EM '092 F Boring# Boring _ Pit Ground surface etev. ft. to rrnitrtg factor lrc Std A Vocation Rate Horizon Depth Dominant cola Redox Descr"ott. T Structure Consish ru Boundary Roots OPM in. MunseR Qu.Sz. Cora.Color Gf.Sz.,Sit. •Ef'#1 'Etf#2 s r - F-1 Boring vii Ground surface elev. ft. bepftt to&Twng factor in. Wfippriceirion Rate tioAZart Depth Dornkwd Color Redox - Texture Structure C xn tence Boundary hoots irL MunseB Qu.Sz CAW4 Color Gr.Sz.Sh. 'Eif#1 'Eff#2 Effluent 91=BODs>30 1220 mg&and TSS>30!j 150 mgll °Effluent 112=BOD,<30 mg&and TSS<30 n-4L The Department of Commerce is an equal opportunity service provider and employer. If you treed assistance to access services or need material in an alternate format,please contact the department at 608-266-3159 or TTY 609-264-8777. seaazra�c�no) PLOT- PLAN WALNUT HILLS FARM. LOT # �'t" Pg. 3 of 3 d = Contour elevation lines. s = Backhoe Soil pits. O = Benchmarks set, ma.RKED WITH FLAGGED lathes. 1/2" steel conduit pipes. i SCALE: 1 " = 30 �Vo Go 7"" 120 fY4A &,.,t 33 /oo' q1 5� . gb' 316 nor N 15Z 13, 1 q &. 10 ' y3Mfr /00, 0 f rq-7, _go d � � 3 s vy ye-5 7- ' �.v�F��tii Coca fa v�2 • sv��EST -rOuv,) S ysl. e-1-e