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HomeMy WebLinkAbout040-1303-00-042 (2) Wisconsin Department of Safety and rofessional Services Division of Industry Services f CV1 SOIL EVALUATION REPORT Page I of 3 in accordance with SPS 383,Wis. Adm. Code County ST.CROIX Attach complete sit 1�aper ss 81/2 x 11 inches in size.Plan must include,but not limb:ve i al reference point(BM),direction and Pam I.D. 040- 1303-00-042 '1 percent slope,scale or�' arrow,and location and distance to nearest road. �r g'(• `,� Date Reviewed Mv�J ase print all information. � Personal inforrnJ i you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). s - 117 Property Owner Property Location ❑GREGORY A.&MARY JO VEENDALL Govt.Lot ----NE 1/4 NE 1/4 S 22 T 28 N R 19 E(or)W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 650 Pine Ridge Terrace 42 -- Tribute/Walnut Hill Farm City State Zip Code Phone Number []City n Village Town Nearest Road River Falls, WI 1 54022 1 ( ) Walnut Hill Way I Troy New Construction User] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD i ❑Replacement Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable General comments Mound System-- 1.34 ft.sand fill--0.4c loading rate and recommendations: Additional borings conducted to move system--on-site with Ryan Yarrington,St.Croix County Zoning Techm ian PROPERTY ADDRESS: 222 Walnut Hill Way El Boring 5 Boring# ❑ Q 20 pit Ground surface elev. 93.55 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 7.5YR2.5/2 — sil 2fa&sbk mvfr -- -- 0.6 0.8 2 8-20 7.5YR3/3 sil 2fsbk ds __ -- 0.6 0.8 3 20-22 till/clay w/redox __ __ __ __ 0.0 0.0 4 Boring# El pit 99.15 24 pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-8 7.5YR2.5/2 sit 2f-msbk mvfr -- -- 0.6 0.8 2 8-24 7.5YR3/3 sil If-mabk dsh -- __ 0.4c 0.6 24-28 I0YR5/4 c I d 5YR4/6 SO Om dh -- __ 0.0 0.0 *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 ° U4 CST Number MARY JO HUPPERT/Hollister's Soil Testin &Desi / CG L ( Cf 224832 Address ate Evaluaffofi Conducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 08-22- 14&09- 11 - 14 715-426-1775 SBD-8330(807/13) Property Owner_VEENDALL,Gregory&Mary Parcel ID#Jo 040- 1303-00-042 Page of 3 ❑6 Boring E Boring —_— g Q pit Ground surface elev. 98.15 ft Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 7.5YR2.5/2 -- 1 2fsbk mvfr -- -- 0.6 0.8 2 12-22 10YR3/3 -- sil 2fabk mfr -- -- 0.6 0.8 3 22-24 10YR4/6 -- sl 1 fsbk mfr -- -- 0.4 0.7 24-till a spit Boring# Boring Ground surface elev. ft. Depth to limiting factor in. –go—ilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 D Boring# Pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD,>30:5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BODS 5 30 mg/L and TSS<30 mg/L SBr18330(107/13) X SiT� LA pa, • _ _.._ - ,�Cc ,ucir <,I N S-nlfl" P1 L) WALM" HILLS rim. LOT 112— �a.r r yrr�STM G 8eachearlt/ set, III= FLRG M lathes. 1 20 steel carAuLt Pipes.D�.igS dD A q N t0t 1 T� 1 "i?% IV - d • Sd . GOT Li�wC„_, . � iof �� j Wisconsin Departme • ffl Services ' Division of Industry Services AUG 2 88 2014 SOIL EVALUATION REPORT Page 1 of 2 in accordance with SPS 383,Wis. Adm. Code ST. Ur2 lX. C�JlJN . County ST.CROIX Attach complP�9itli rli[1rttl$ 1 $1/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 040- 1303-00-042 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information, eview D Personal information you provide maybe used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location D GREGORY A.&MARY JO VEENDALL Govt.Lot ----NE 1/4 NE 114 S 22 T 28 N R 19 E❑ ED GREGORY Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 650 Pine Ridge Terrace 42 -- Tribute/Walnut Hill Farm City State Zip Code Phone Number ity rI Village ■ Town Nearest Road River Falls, WI 1 54022 1 ( I Walnut Hill Way E] New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD 0 Replacement ❑ Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable } tt• General comments Mound System-- 1.34 ft.sand fill--0.4c loading rate and recommendations: Additional borings conducted to move system--on-site with Ryan Yarrington,St.Croix County Zoning Technician PROPERTY ADDRESS: 222 Walnut Hill Way a Boring# El Boring Q Pit Ground surface elev. 93.55 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 7.5YR2.5/2 sil 2fa&sbk mvfr -- -- 0.6 0.8 2 8-20 7.5YR3/3 sil 2fsbk ds -- -- 0.6 0.8 3 20.22 till/clay w/redox _- __ __ __ -- 0.0 0.0 I Boring# [] Pit Boring 99.15 24 Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *EfF#1 *Eff#2 1 0-8 7.5YR2.5/2 sil 2f-msbk mvfr -- -- 0.6 0.8 2 8-24 7.5YR3/3 sil if--mabk dsh -- __ 0.4c 0.6 24-28 10YR5/4 cId5YR4/6 scl Om dh -- __ 0.0 0.0 *Effluent#1=BOD >30:5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig CST Number MARY JO HUPPERT/Hollister's Soil Testing&Design 224832 Address Date Eva ion Conducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 08-22- 14 715-426-1775 SBD•8330(807/13) pg. of c3,. PLOT- PLAIT t UMUT HILLS FARM. LOT © - Contour elevation lines. /•�� �5 111 • a Backhoe Soil pits. p m Benchmarks set, ma'R WITH FLAGGED lathes. 1/2° steel conduit pipes. ,p = 30 01 ,fit •�3 ''�*� �)AV A0 SQ As2 60 }4' - So • Go T' Lia-t.._ _ a 9 .38 o f JY .;t Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of 3 Division of Safety and Buildings in accordance with Comm 85.Wis. Adm. Code County ST CA L- ,,,cl�,but not Um EROSION CONTROL PLAN must be P� I.D. �v p �•scal completed before sanitary permit issuance Pie b Reviewed by —IID 11ate Personal fnronnshon you provide may be used for secondary purposes(Privacy Low.s.15.04(1)(m)). `t Property Owner TODD Property Location •roCIP 133ER,5 T•C77 7— %v A// ISM. Govt f.a A11 °� SS Zia S.Zt, T z8 N R /J E(or)W 1°t. Property Owners Making Address Lot# Block# Subd Name or CSM# (P o t S CA {}i LL AV.e. • y2 cvA�N r a t i fA �-t Coy -,CA,WR State Zip Code Phone Number ❑City ❑'Village (5a Town Nearest Road- b�oV6 if 73 14AJ 5SOWP ( 651) ay8• loft' T-Roy so. ffiovER `Q 0 g-New Construction Use:(A Residential/Number of bedrooms Code derived design flow rate 49 GPD ❑Replacement ❑ Public or commercial-Describe: tA Parent material lo�S S d pA_ � Z f i/�S Flood Plain elevation if applicable N/�! it t General comments and recommendations: /4-/PEA¢ TL''S T AY-> 5 0/7-i?dl&— �A /JO U,�p 5!/S 7�°.y A//'ll r. /� " .57,4 A.? � Ti�l ----__ N a �( 5'D Z ss # ® Pit Ground surface ew. 71 ' + ' R Depth to lKrli�9 factor in• Sod Application Rate ~� Horizon Depth Dominant Color Redox Description Texture Structi" Consistence Boundary Roots GPOW b in. Munsel Ou.Sz Cont Color Gr.Sz.Sh. 'Eff#1 '01#2 / a• 1/ io Ye 31 L ).-FS hk ds A Cur 3f . S / (7 0 ----- 5-1 Z s hK dA f • S %A hors S/GL /fs .e • 2- • 3 0 Ss� # ® Pit Ground surface elev. 3 r7 Depth to limiting factor Z �p in. Sod Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1Fl: in. Munseti Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 (� / 0./2- / Ies .3 s N cur / • �' N • AV, caA M6r5 51C L v • Z Effluent#1=S ,, >30<220 mglL and TSS>30 1150 mgtL 'Effluent#2=BOD <30 mg&and TSS 130 mWL CST Name(Please Prirrt} i<r � ' Number �► Address Ulbricht &Associates Date�va Private � �f• � 3 y Z- 2812 10th Ave. Spring Valley, WI 54767 PINS " FOR 4POR0 X . 2 yo the °yD • l08s • s0 • � 0t'0 . /ogo dyo • log( • zo • o� o yo • 1081 �o oyo • /0* - 70 • 0011 & • oaa QIC1 TODl7 �?E�STEDT- . Parcel ID# Pam of 131 ❑ � � � �0 Ff t Ground surface etev. fl. Depth to WTftV tailor iR SW.Appllcation,Efate Ftorizort Depth Dott:frtartt Cobx Redox Descr"on Texture Sbuctrxe Consistence Boundary Roots GPDAT in. Munseti Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 6.1'5 Ao Yk 3 - L 2fjht ds, , e-w z . 5 - - S 21 /o r& a-fShk X 4, c 5 . rr /o OF SiL / hk # ❑ ❑ pit Ground surface elev. ft. Depth to tinning factor irt. soy AgAicatim Rate Honzzon Depth Dorninant Color Redox Description Texture Strutr-e Consistence Boundary Roots GPD ff h Munsell Qu.Sz. Corti.Color Gr.Sz.Sh. `Eff#1 •EfW # ❑ " ❑ Pit Ground surface eiev. ft. to limiting factor in. Sti#A pAcadon Rate Horizon Depth Dwrdrtant Color Redox i ption_ Texture Structure Consistence Boundary Roots in. Munsell flu.St. Cont Color Gf. Sh. *E€ 1 •E11192 z 1 F-1 ❑ It Ground surface el v. ft. Depth to E"arut Q factor in. Soil A ppkation Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence BOUrdary Roots WON h Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eif#1 042 •Eflhrerd#1=BODs>30:S 220 mg&and TSS>30<150 mg/L °Effluent#2=BUDS<30 ffQ&and TSS<_30 mgiL 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 6€9 264-8777. seoa3w irs_umot PLOT PLAN WALNUT HILLS FARM. LOT # 112— Pg. 3 of 3 = Contour elevation lines. 0 = Backhoe Soil pits. Q = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. SCALE: 7 " = 3 o jo V J� �A CQ 3a ' 4 , ` o �� \ • 1015 es7z7v Sys r , f'iIt /DO, S�