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Wis sl D� t S> e A nal Setvi <br /> Dry IGINAL <br /> r IL EVALUATION REPORT Page I of 4 <br /> " OCT 0 4 20 rdance with SPS 383,Ws. Adm. Code <br /> County BURNETT <br /> A ach m lete site Ian on paper not less han 8 1/2 x 11 inches in size.Plan must <br /> Alt <br /> lude,but no "a an horiz ntal reference point(BM),direction and Parcel I.D. 07-012-2-40-15-21-1 01-000-012000 <br /> p rcent slapW 8uMfto i�roorth a ow,and location and distance to nearest road. <br /> Please print all information. 7ed by Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). r �� "J W/9 <br /> Property Owner Property Locati n _ /14 ® El <br /> A&BC LLC(VOYAGER CAMPGROUND) Govt.Lot ----NE 1/4 NE 1/4 S 21 T 40 N R 15 E(or)W <br /> Property Owners Mailing Address Lot# Block# Subd.Name or CSM# <br /> 30162 LAKES DRIVE 1 -- #2195;V 12 P203 <br /> City State Zip Code Phone Number []City ®Village Town Nearest Road <br /> DANBURY, WI 1 54830 ( ) C.T.H.C <br /> El New Construction Use[] Residential/Number of bedrooms Code derived design flow rate to be determined GPD <br /> ®Replacement El Public or commercial-Describe: addition of 28 sites and shower facility to existing ca around <br /> Parent material sandy Flood Plain elevation if applicable A11� ft. <br /> General comments Conventional In-ground Trenches--0.7 loading rate--system elevation to be determined <br /> and recommendations: <br /> PROPERTY ADDRESS: 28281 C.T.H.C <br /> F <br /> I <br /> Boring# F J Boring <br /> pit Ground surface elev. 97.25 ft. Depth to limiting factor >96 in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Etf#2 <br /> 1 0-6 7.5YR2.5/2 sl 1 fsbk mvfr as 2vf-f 0.4 0.7 <br /> 2 6-22 5YR4/6 fsl lmsbk mvfr Cs lvf-m 0.2 0.6 <br /> 3 22-32 7.5YR3/4 grly s Osg ml Cw lvf-m 0.7 1.6 <br /> 4 32-96 7.5YR4/4 grly s Osg ml -- -- 0.7 1.6 <br /> Horizons 2, 3&4 have many cobs/stone 35-45% <br /> a Boring# Boring 96.45 90 <br /> ■ pit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f' <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-9 7.5YR2.5/2 sl 2fsbk mvfr as 2vf-f 0.6 1.0 <br /> 2 9-22 5YR4/6 fsl if--msbk mvfr cs lvf--m 0.2 0.6 <br /> 3 22-90 7.5YR4/4 - grly s Osg ml as 0.7 1.6 <br /> 4 90-95 7.5YR4/4 ftf7.5YR4/6 grlys Osg MI -- -- 0.7 1.6 <br /> Horizons 2-4 have 30%cobs/stone <br /> *Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Sig CST Number <br /> MARY JO HUPPERT Hollister's Soil Testing&Desi d 224832 <br /> nd Date Evalua Coucted Telephone Number <br /> Address <br /> 28497 King Arthur's Court,Danbury,WI 54830 10-04,2019 715-426-1775 <br /> SBD-8330(R07/13) <br />