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HomeMy WebLinkAbout038-1082-95-020 (3) -Te-t[��Fi - —DD P 4 I 1) (s r-c)o,a. — 03? Ws.Dept.of Safety andIbrofessional Services, SOIL EVAI NATION REPORT P 1 4 Division of Safety andBu1dings APR 01 LQZZ ?GD11 of II in accordance wi SPS 385,Wis. Adm. C JJ a)) County St.Croix Attach complete site p on pa*(1d t Witx 1 inches in size. Plan must include,but not limited t : point(BM),direction and Parcel I.D. percent slope,scale or tmensions, north arrow,and location and distance to nearest road. 03g- MOIL- q.- OZO Please print all Information. Re ieweedd by yyyj Date Personal information you provide may be used for secondary purposes(Pnvecy Lew.s. 15.04(1)(m)). 4 f ' ✓ 4.14 1 5 I171 17- Property Owner Property Location Steve Olson Properties,LLC Govt.Lot NW 1/4 NW1/4 S 20T 31N R 18E e (or)W Property Owner's Mailing Address Lot!X fIr zi Bled(# Subd.Name or CSMIK 441 Timberlane Drive Pine Tree Pass City State Zip Code Phone Number laity ❑Village Drown Nearest Road Somerset WI 54025 9 0 629-2392 210th Ave I I I ( Star Prairie I IDNew Construction Use[] Residential 1 Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Glacial Till(Amery-Cromwell Sandy Loam) Flood Plain elevation if applicable NA 204.t k ft. General comments Area is suitable for a mound system. System elevation is 100.25'based off the contour line established at 99.25'. and recommendations: Slope of area is 8°/a. The depth to limiting factor is 24". B 1 0 Boring Boring# 0 Pit Ground surface elev. 99.95 24 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'EH#2 1 0-11 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 11-24 7.5yr4/4 rare fsl 2msbk mfr gw 2m,2f 0.4 0.8 3 24-33 7.5yr4/6 m2d7.5�'6 grsl Imsbk mfr gw If 0.4 0.7 4 33-58 7.5yr4/6 m2d7.5yrt,/8 sil lmsbk mfr 0.4c 0.6 y 7.5yr6.'2 B2 Boring# ❑ Boring 99.65 26 OPit Ground surface elev. ft. Depth to limiting factor in. I Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 I 0-8 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 8-16 7.5yr4/4 none sil 2msbk mfr gw 2f,2vf 0.6 0.8 3 16-26 7.5yr4/4 none sel 2msbk mfr gw 2f,2vf 0.4 0.6 4 26-47 7.5yr5/6 m2d7.5yr6,6 sit Imsbk mfr ---- ---- 0.4c 0.6 ,G...6P1 •Effluent#1 =BOD s>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD s<30 mg/L and TSS <30 mg/1 CST Name(Please Print) Signature /14 CST Number Thomas J. Schmitt p6r1j// - 227429 Address Date Evalua Conducted Telephone Number 586 Valley View Trail Somerset,WI 54025 3/30/2022 715-7604978 SHD-8330(RI I/11) Steve Olson Properties, LLC Lot 3 Part of: 038-1082-80-050 2 4 Property Owner Parcel ID# Page of B3 gong# Boring 97.85 24 LIPit 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. Munsel Qu.Sz. Cont Color Gr.Sz.Sh. •=H#1 •EM#2 I 0-9 I0yr3/3 none grsl 2mgr mvfr as 2m,2f 0.6 1.0 2 9-18 10yr4/4 none fsl 2msbk mfr gw lm,1f 0.4 0.8 3 18-24 10yr4/4 none sil 2msbk mfr gw lvf 0.6 0.8 4 24-30 I0yr5/3 c2d 7.5yr6/6 sil lmsbk mfr cs --- 0.4c 0.6 5 30-46 10yr5/3 m2d 7.5yr6/8 fsl lmsbk mfr --- 0.2 0.6 . _ Bonng# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal 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 • Boring# ' I Boring 11 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 • fff#2 •Effluent#1 =BOD ,>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 mg/L and TSS <30 mg/L The Dept. of Safety and Professional Services 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 TTY through Relay. SB0.p)OTe,(RI if I) Page 3 of 4 r O N 406.93' ii —Z. * 5, o 0 3 < o J ^T T l/W W ° A_•'w 730 0 0 K m cn<05 ..O ma-co— N N_O Zw o a C J �- A � d O rtoO a OD NOC1 cnO A -o v-oQ v'< . ov O -a 0.' cu N coo o —I Zo 1— N._r gam• I I— CJ1 ._._._._._._._._._ -10 n CO�� 0 N co - 03 W D ego -� A UN N a m —E. Contour Line m oin J J ; O �I =� .—• 11 o n a N N N C _• m 0 CD CD 4co IV0 N-.I L p — 3 a 406.93' Xi r .r � COBm0 - I I g. 0 ?9 g p6 ki ix 3 a C0 C g Pa.e4of4 r . 9My { ST . . ". . '.� .r p •• Z b m 10 cn r Y cr.: x O 5. . e. N , -' 's ,...K -` ✓. Ni O --i 0 < I w m Fl glob- 41. r i 1 a r cn i •,‘• 5 N a i ° . I 1 r 0 S co aI ' ' ' ' iI Iii I111 R. n is 'sii.- . f e g