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HomeMy WebLinkAbout040-1097-95-000 • . 'ST-rG►7- 103 • Wisconsin Department of Safety and Professional Services Division of Industry Services ��++G`NIS° S E 7PtORT Page I of 3 StV in accordance with S 3R' ....le A ��( � County ST.CROIX not less than 8 1/2 x+' _.elan must inchlde,but ed to• I refs, .eJ,direction and Parcel I.D. 040- 1097-95-000 perget1! . arrow,and k .end distance to nearest road. S�(•U�'a�(� lease print all information. R by ley � ./ Pent';rO11{N on you won&may be used br secondary pups(Prwacy Law.s.15 0/(1)(m)). �)'I -t !� / I 91/:2-1/2' .. Property Owner Property Locationri I FOX REAL ESTATE Family Limited Ptnsp. Govt.Lot ---SW 1/4 NE 1/4 S 25 T 28 N Ft 19 E(a)W Property Owner's Mailing Address Lot# Bloch# Subd. Name or CSM# P.O.Box 186 - -- - Cly State rip Code Phone Number laity ID Village Drown Nearest Road Hudson, I WI I 54016 1 ( 715) 338-8005 TROY I S.T.H.35 ElNew Construction Use 0 Residential/Number of bedrooms Code derived design flow rate 8400 GPO 0 Replacement 0 Pudic or commercial-Describe: MOBILE HOME PARK/DUPI EXS � Parent material sandy outwash over till Flood Plan elevation if applicable NA -4 /N - v General mrnrnents Adding 1/2 of the drainfield required. Conventional In-ground trenches-0.7 loading rate and 28 SITES(4),200 gpd or 2 BEDROOMS EA.&8 DUPLEXS @ 28 BEDROOM(0 100 gpd =8400 GPD TOTAL X 1.5 safety factor= 12,600 divided by 0.7 LR = 18,000 ft.2 divided by 50 EISA=360 units x 10=3,600 D0.kaha - Ayr_ kry.P s feet required. Installing 1/2 drainfield: 00)3 ft.x 200 ft.trenches ((,,300 gf1 ) 1 Borng# El Boring 0 Pit Ground surface elev. 97.94 ft Depth b limiting factor 109 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnuhre Consistence Boundary Roots GPM' in. Munsel Ou.Sz Cont Color Gr.Sz Sh. 'Eflk1 •ER#2 1 0-14 7.5YR2.5/I - sil 2f-sbk mvfr cs 3vf-co 0.6 0.8 2 14-22 7.5YR3/3 - sil 2fabk mfr cs 2vf-co 0.6 0.8 3 22-32 7.5YR4/3 - sl If-msbk mvfr cs 2vf-m 0.4 0.7 4 32-76 7.5YR4/6 -- s Osg dl cw Ivf-f 0.7 1.6 5 76-109 7.5YR4/4 - cos 0sg ml - - 0.7 1.6 2 Boring# BOA 96.34 106 0 Pit Ground surface elev. ft- Depth b limiting factor in. Soil Application Role Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF in. Munsel Ou.Sz. Cont Color Gr.Sz.Sh. •EfN1 'E1f#2 1 0-15 7.5YR2.5/2 - sil 2fa&sbk mfr cs 3vf-m 0.6 0.8 2 15-21 7.5YR3/3 -- sil 3mabk mfr cs lvf-co 0.6 0.8 3 21-31 7.5YR4/3 -- sl lmsbk mvfr CS Ivf-f 0.4 0.7 4 31-38 7.5YR4/4 -- cos 0sg dl gs lvf-f 0.7 1.6 5 38-106 7.5YR4/4 -- s Osg ml - - 0.7 1.6 •Eflkrent#1 =BOD•>30<220 mg/L and TSS>30<150 mg/L •Diluent#2=BOO <30 mg/L and TSS<30 mg/L CST Name (Please Print) SigJ% 4Je CST Number MARY JO HUPPERT(Hollister's Soil Testinx&Design) rv � 224832 Address Date E Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 05- 18-2017 715-426-1775 SBD-8330(R07/13) Property Owner Fox Real Estate Parcel ID# 040 1097-95-000 Page 2 ci 3 o Bonn9 3 Bonrg# o Pit Ground surface elev. 98.89 ff b limiting factor 120 in. Sod Appfication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Mursel Qu.Sz Cont Color Gr.Sz Sh. 'Eff#1 'Efpf2 I 0-15 7.5YR2.5/2 — sil 2fsbk mfr cs 2vf-co 0.6 0.8 2 15-36 7.5YR3/3 — fill Ifpl mfr cs 2vf-f 0.0 0.0 3 36-48 10YR3/6 -- Is lfsbk mvfr cs Ivf-f 0.7 1.6 4 48-120 I0YR4/6 -- s Osg ml — — 0.7 1.6 Baring# Borkg Pit Ground surface elev. It Depth to limiting factor in. Sot Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IP in. MunseN Qu.Sz. Cont.Color Gr.Sz Sh. 'Elf#1 'Eff#2 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor n. Soil Application Ralo Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOAF in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'PM 'E1f#2 'Effluent#1 =BODs>30<220 mg&and TSS>30<150 mgrt 'Elluent#2=BOOS<30 mg&and TSS<30 mg& 5a64330(R07'I 31 Plot Plan Page 3 of 3 Property Owner fax Ran L E sr,e,-i- (Moe„E HM ) 1"= 4011. 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