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HomeMy WebLinkAbout040-1303-00-019 (2) KIT RECEIVED Wisconsin Department of Commerce Ci q 4 SOIL EVALUATION R Page 1 of 3 Division of Safety and Buildings OR O 1 LO in ac co wrlh Comm 85,Wis. Adm. Code ST.CROIX Ct Y County ST.CROIX Attach complete site plan oQ j iltjtW-V0FM6ri�Tes in size.Plan must include,but not limited to:v� orizontal reference point(BM),direction and Parcel I.D. 040- 1303-00-019 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. —4;viewed Date Please print all information. Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location ■ WESTVIEW CONSTRUCTION INC. Govt.Lot ----SW 1/4 SE 1/4 S 22 T 28 N R 19 E E((or)W Property Owner's Mailing Address Lot# I Block# I Subd.Name or CSM# 20 Serenity Ct. 19 -- Tribute City State Zip Code Phone Number ity E]Vllage ■ Town Nearest Road River Falls, WI 1 54022 ( 715) 760-9900 Walnut Hill Way New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe: Parent material sandy outwash Flood Plain elevation if applicable —ft. General comments �, / L4 ,Co vention 1 In-ground trenches--0.6 loading rate and recommendations: f tj 1 L C � Lf S IV 6_k,_I_ i� FT-] Boring# 0 Boring Q pit Ground surface elev. 99.40 ft. Depth to limiting factor 86 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 0-14 7.5YR2.5/2 sil 3fabk ds as 2vf-m 0.6 0.8 2 14-23 1 7.5YR3/3 - sl 3f-mabk ds cs lvf-m 0.6 1.0 3 23-47 7.5YR4/6 Is lfsbk ds cs lvf-m 0.7 1.6 4 47-86 10YR5/6 s ps dl __ lvf-f 0.7 1.6 Horizon 2 has some gr 1-3% Horizon 4 has some gr 5-10%with few bands of 10YR3/4 some cobs E Boring# ® Boring 98.10 82 ' 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/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 7.5YR2.5/2 sil 3f-mabk mvfr as 2vf-m 0.6 0.8 2 14-24 7.5YR3/3 - sl 2f-mabk mvfr cs 2vf-f 0.6 1.0 3 24-57 7.5YR4/4 is Osg ml cs lvf-m 0.7 1.6 4 57-82 7.5YR4/6 s Osg dl -- -- 0.7 1.6 Horizon 4 has 25%gr;few cobs;I stone *Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg1L and TSS_<30 mg/L CST Name(Please Print) Signature CST Number MARY JO HUPPERT Hollister's Soil Testing&Designd 224832 Address Evaluation Co u ed Telephone Number W9875 690th Avenue, River Falls,WI 54022 09- 11 & 11 - 19- 13 715-426-1755 Property Owner Westview Construction Inc. Parcel ID# 040- 1303-00-019 Page 2 of 3 M inBoring Boring g Pit Ground surface elev. 97'20 ft. Depth to limiting factor 84 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-14 7.5YR2.5/2 -- 1 3f-mabk ds cs 3vf-m 0.6 0.8 2 14-28 7 5YR3/2 __ 1 2fabk ds cs 2vf-m 0.6 0.8 3 28-42 7.5YR3/3 -- 1 2f-mabk ds cs Ivf-m 0.6 0.8 4 42-46 7.5YR4/4 -- sl 2f-mabk ds cs lvf f 0.6 1.0 5 46-84 7.5YR4/6 -- s Osg dl -- -- 0.7 1.6 Horizon 5 has some broken bands of sl. F-1 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in• Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 Boring F-1 Boring# Ground surface elev. ft. Depth to limiting factor in. Pit 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 *Effluent#1=BODs>30<220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD,_<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-8330Test(8.07/00) Plot Plan for Site and Soil Evaluation Page 3 o,f'3 Property Owner w e-try tioftJ Can�sr o� -Ttj I" = 4oft Legal Description LOT R -rRllb"TE, pia C V (except where noted) so'/4 of tos :504. 5&01. ZIZP -T?-fN, RIs04.MWN D =Backhoe pit OF 71Z.ay. 57 CROIX f-_v"7Y, tirrlscaN stnl • - )�D3 AexF.5 North Le01. p po. © g NorurtK p�►r 313.(4 11 �8 \' to q(000 X81 ate o o' 0 ID J 0. Site Location: sou P Lv N i T Page Wisconsin Department of Commerce SOIL EVALUATION REPORT of 3 Division of Safety and Buildings Attach complete site plan, EROSION CONTROL PLAN must be ST' G'e o! z include,but not limited to: s�teordin completed before sanitary permit issuance I.D.ID 6-.- Oo-Qj b percent slope. R wed Date Please print ail information. / Personal W--tion y-PovWe- y be used for secondary purpmes(Mvscy Law.s.15.04(1) Property Owner 70P Property D S�EIV re7fl� j10 411 #4 Goyt.Lot Al Dvn 5 1!4 S�L T 2.B N R // E(o()W Property Owner's Mailing Address Lot# ii;c # Subd.Name or CSW 0 15' CA K-(a AV-P- • l9 I WA1-Wt r t* l l fA.RAf � CRY ,SN WR State Code. Phone Number ❑City ❑Village W Town Nearest Road 'ekpof 1fT� MN 5SOWe ( &5t) 2.99 to�� �-Rc y so. CfiouER `� New Construction We:(9 Residential!Number of bedrooms Coda derived design flow rate l/ r D'a GPD ❑Replacement ❑ Public or conwr>erciai-Describe: 1A Parent material lob's 5 D(!iA $AmP y 13A"12" Flood Plain elevation if applicable — # General comments and recorlwrrendations: S .sV17-1W/&- }M2 A'990Wv '0/8 /47—• 6 0"A5-7 R G a # ❑ Bmft .y > N ® Pit Ground surface elev. ft. Depth to limiting fade � in. M7�� Rate �- Horbw Depth Dominant Redox Description Texture Structure Consistence Boundary Roots in. Muns ell Qu.Sz. Cont.Color Gr.Sz-Sh. Eft#2 C 0- /2- i6y2 3/ ---� Si L 2�i N Z / '36 A9221 N� d,5 A clzj �f • S p .7 w rA ,BANDS S o, 5 �l CL s -- (. Z •s o f G S D �►,►., cQ �s 5 ,�c 'h Boring# Boring � 7 ® Pit Ground surface elev. ft. Depth to Cmitirg factor in. Sot Applicadqq Rate t� Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD/ii? (�1 In. Muosell Qu.Sz. Cont.Color Gr.Sz.Sh. `Efl#1 'EfffY2 (� / 0 - 6 Io ye 3/ S L- z�wl ski �S cw Z Z I / /o s/L Sh w 3 N • H /o yR ��• a SOS LS D a-s — . S y„ 'Effluent#1=BOD >30<220 mgit.and TSS>30<150 rtglL 'Effluent#2=BOD <30 rrglL.and TSS 130 mglL csT Name(Please Print) Signal R -u�^B R I G ir►T N�ner Address Date E"alua(o Conducted TaWwne yUlbricht &ASS9CIateS S�7 7f 77a3 y Private 2812 1 Oth Ave. Spring Valley, WI 54767 5 yo 6445 . rya • �o�s • s� 0,Y0 . 01/0 . /0*(v � �.D • o�ro 0y'o • /08* - �o • � oYo • /0 96 - 70 ® L t � I TDOl� �31E�STEDT PropertyOwner Parcel ID G 0 T I c1 Z 3 E) tom 5 a 3� r Ground surface etev fl. Depth to fl 9 team 34 Sat Rate Hogs Depth Dominant C4. Redox Description Texture stuck" Consistence Boundary Roots GPD1lF IM Munsell Qu.Sz Cons.Color Gr.Sz.Sh. °E�t °E l 0 I 16 yR 3 /L z.f,shk dsG, -cw . s /o YR sip / h/ vG, cw . Z • 3 5 Y s/� to y/t 4-/2— F—] B,,nrlg 11 �''77 �� t_t pit Ground Suffaee elev. R. Depth to limiting factor Rl. Sod Application Rate Horizon Depth tiom Imt RedaX DeSaip M Texture Structure Consistence Boundary GPf� in Munsetf ChL Sz. Cont Color Gr.Sz.Sh. •Eft#j •E ElBoring F -1 El pit Ground surface elev. ft. Depth to '' factor In. Std Efate Horizon Depth Dominant Color Redox Description. Texture Consfttanoe Boaxfary Roots t in. Munsell Qu.Sr- Cent Color Gf. Sh. 1 °Etl#2 Boring# Boring F I{ f y Pit Ground surface elev. Demos to Wsitirsg factor in. Sea A ppkation Rate Horizon Depth t?ant mn Cdor Redox Description- Texture Sbucture Conststence Boundary Roars OPON IM MunseB Qu.Sz. Cont.Color Gr.Sz.Sh. •Eii#1 'Eff#2 Etfluerd#1=BOD5>30<220 mg1L and TSS>30<150 nsglE. °Effluent#2=BM,:S 30 nV&and TSS<30 mglL 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. sao.aaw srfuawr PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 Q = Contour elevation lines. • = Backhoe Soil pits. Q = Benchmarks set, maRKED WITH FLAGGED lathes. 112" steel conduit pipes. toT lg� Z� SCALE: N LOO _ 13M # A ki o�� 3 r y cad 13Z d 9y &— G , 13 13M z 95' gL )3 / So . ter" (� 0 7- 0 1