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HomeMy WebLinkAbout022-1024-40-100 (2) Y P RECEIVED #1766 Departure f IL EVALUATION REPORT O a�! Safety 'tt Pa in Professional rvices rdance with Comm 85,Wis.Adm.Code OCT 17 2014 Page 1 of a._ Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must CQmmT CROIX C include,but not limited to:vertical and horizontal reference point(BM),direction and r. percent slope,sca le or dimensions,north arrow,a n location and distance ce t o nearest road. Parcel I.D. - 77 022-1024-40 100 i Please print ail information. evte Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). j( I r(` I Property Owner Property Location Van B eek,Alvin Dale Go vt.Lot NE1/4 NW1/4 S9, T28N R18W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 479 Valley View Dr. NA City State Zip Code Phone Number City ❑Village ❑ Town Nearest Road Roberts WI 1 54023 1 Kinnickinnic I Valley View Dr. ❑New Construction Use: [A,— Residential/Number of bedrooms 3 Code derived design flow rate_ , 450 GP�D� Replacement ❑ Public or commercial-Describe: ZL Parent material Outwash and Alluvium Flood plain elevation,if applicable NA ft. General comments Area 1 is suitable for a shallow conventional system with a 0.2 gpd/sqft rate installed on the contour with 1'of cover minimum. Area and recommendations: 2 is suitable for a mound system with contour El.97.80',system El.98.39. slope of areas is 6%. F-1 Boring Boring# N Pit Ground surface elev. 96.40 ft. Depth to limiting factor 86+ in. Soil Application Rate i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 Eff#1 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. * *Eff#2 1 0-14 10yr3/1 none A 2fsbk mvfr gw 2vf 0.6 0.8 2 14-28 10yr3/3 none vfsl 2msbk mvfr gw 1vf 0.4 0.8 3 28-52 10yr4/3 none fsl imsbk mfr gw ------ 0.2 0.6 4 52-86 10yr4/6 none fsl Om mfr ---- ------ 0.2 0.5 2 Boring# ❑Boring Ground surface a v. 96.25 Depth to limiting factor + ❑ �Pd n le ft. p g 8$ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-13 10yr3/2 none sil 2fsbk mvfr gw 2vf 0.6 0.8 2 13-23 7.5yr3/4 none sil imsbk mfr gw 1vf 0.4 0.6 3 23-32 7.5yr5/6 none grfsl imsbk mfr cs 1vf 0.2 0.6 4 32-88 10yr6/6 none vgrfsl Om mff ---- ------ 0.2 0.5 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 5.30 mg/L and TSS S30 mg/L CST Name(Please Print) Signature: CST Number Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 9/18/2014 715-760-1978 saD-8330(R ovoo) Property Owner Van Beek,Alvin Dale Parcel ID# 022-1024-40-100 Page 2 of Boring a Boring# Pit Ground surface elev. 96.42 ft. Depth to limiting factor 52 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 0-11 10yr3/1 none sil 2fsbk mvfr a 2vf 0.6 0.8 2 11-24 10yr4/3 none sici 2msbk mfr gw 1vf 0.4 0.6 3 24-52 10yr4/6 none vcbfsi lmsbk mfr a ------ 0.2 0.6 4 52-84 10yr5/4 c1d 10yr6/8 vfsl Om mfi ---- - 0.2 0.5 10yr4/2 Boring F'a Boring# pit Ground surface elev. 96.75 ft. Depth to limiting factor 32 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. *Elf#1 *Eff#2 1 0-10 10yr3/1 none sil 2fsbk mvfr as ivf 0.6 0.8 2 10-19 10yr4/4 none Sid 2msbk mfr gw 1vf 0.4 0.6 3 19-32 7.5yr4/6 none sl imsbk mfr gw ------ 0.4 0.7 4 32-49 7.5yr4/6 c2d 10yr6/8 VfM Om mfi gw ------ 0.2 0.5 10yr6/2 5 49-88 7.5yr4/6 none xcbs Osg mi ---- ------ 0.5 0.5 Horizon 5(49-88")has greater than 60%coarse fragments by volume. This horizon would require pressure distribution. ❑Boring 5 Boring# P8 Ground surface elev. 98.10 ft. Depth to limiting factor 30 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 0-10 10yr3/1 none sit 2fsbk mfr as 2vf 0.6 0.8 2 10-24 7.5yr4/4 none scl 2fsbk mfr gw 1vf 0.4 0.6 3 24-30 7.5yr4/6 none sl lmsbk mfr gw ------ 0.4 0.7 4 30-44 7.5yr5/4 c2d 10yr6/8 fsl Om mfi cs ------ 0.2 0.5 10yr6/2 5 44-86 10yr6/4 none xcbs Osg ml ---- ------ 0.5bc 0.5b Horizon 5(44-86")has greater than 60%rock fragments by volume. This horizon would require pressure distibution. *Effluent#1=BOD5>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. SM4330(R.07/00) Schmitt SoN Ting.W. -i✓od-ductaYori - - Page 3 of 4 Address: 479 Valley View Dr. fy, State,gip: -Roberts,WI 54023 O U$ PID: 022-1024-40-100 - --- - Lot No. : NA -- --L-egai;Beqerrptin:';--NIJ1t4-NVif1t4:S9-'f28NRi$W Township County; Iinnickinnic.St.Croix Cty!.._ - -- — --- ---- �II Schmitt Soil Testing, Inc. - 6o7/t Thomas J. Schmitt, CST 227429 _.- m Phone: 71i5-760-1978 br!I_�_. v� - - — - - _ iyfiafu-r-e - ---j =- --- -- Backhoe Pif - —A eenchmark_1 ELAOO-00'Top-of-2"P\/C-pipe-- -- © Benchmark 2 El. 96.1 O'Top of Doss tank manhole cov _S pe of Areasis 6%-- ._ o S e - /TToP Septic c ank manhole cover El. 96.21' W(r -- -- L - - o Im?EA �Z � 13r1 _ - CON7090Z - - -jai _ -- -- 1 -- -- - fi-- ao to BENNER t v Him 9—p- '.. t�[ `� �, • i , r 2 10 j _ r A, c � an v` p" • M, • of • �x x� • .3 00 '° I II I I A ■ Q r < ag _ a A A N C 7l7 UJ V C1 m 3 Mr s g % N A Q 2 r3' m a' a m Q G A Q AS 8 Ell Parcel #: 022-1024-40-100 10/17/20 PAGE E 1 AM P 1 OF 1 Alt. Parcel#: 09.28.18.133A10 022-TOWN OF KINNICKINNIC Current ❑ ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 08115/2012 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O-VAN BEEK,ALVIN DALE ALVIN DALE VAN BEEK 479 VALLEY VIEW DR ROBERTS WI 54023 Property Address(es): *=Primary *498 VALLEY VIEW DR Districts: SC =School SP=Special Type Dist# Description SC 4893 SCH DIST RIVER FALLS SP 0100 CHIP VALLEY VOTECH Notes: RETIRED 022-1023-60-000, 022-1023-20-000, 022-1024-40-000; NEW 022-1023-60-100 REMAINDER, Legal Description: Acres: 0.000 022-1023-60-200 LOT 1,022-1023-20-100 Le 9 p OL 1, 022-1023-20-100 REMAINDER, SEC 9 T28N R18W NE NW EXC COM SE COR,W more.. 580.670 POB W 340', N 295', E 250.6', S Parcel History: 17DEG E 308.9'TO POB& EXC CSM VOL Date Doc# Vol/Page Type 3/737&EXC CSM 25-5869 08/15/2012 961779 CSM 07/24/2012 960403 QC 07/23/1997 935/266 07/23/1997 929/590 more... Plat: *=Primary Tract: (s-T-R 40%1601/4 GQ Block/Condo Bldg: *N/A-NOT AVAILABLE 09-28N-18W 2014 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/08/2014 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 40,000 292,000 332,000 NO AGRICULTURAL G4 30.366 4,900 0 4,900 NO UNDEVELOPED G5 2.000 200 0 200 NO OTHER G7 2.000 18,000 15,000 33,000 NO 08 Totals for 2014: General Property 36.366 63,100 307,000 370,100 Woodland 0.000 0 0 Totals for 2013: General Property 36.366 63,100 322,000 385,100 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 O N C �r a) C d c fD rr O n d f�D N N o O N N O N N p N (00 N • A c° o a fn a m m a '� m _m N N a w Cf C) Q 01 fad X 3 W N � � 00 h 0 v N > O n D W O O fJ1 C m c c a < m < D o 3 o a o > >p 2 o 00 ,.�. in K O O m m l = m (DD _0 p m u> v D a AD cn Z D (D ° Q° OD (D A fn a O I� a A co N C a O W 0 0 a O O O tD N a 0 '� CD Z A ` O N N O \ < N o o 90 w co < 0 r fd N N O N 0 0 3 CL 0 0g00m 0000 O v N 3 N Ch m l 3 CA U) � r twit C 0 CL CL : y O = A bl (D N 111 3 u o crI K w er y o ° _p-^ O y 0 o° O D 0 0 N m N' v w o 2 m m • r_w � 7 O O' y w (T 7 O N CD fD c c Or N o CL a m a fU CD (1 CD 3 -I O fQ N? 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