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Conditional Use Permit for the RV Resort Village at the Preserve, Helbling
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Conditional Use Permit for the RV Resort Village at the Preserve, Helbling
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University of Minnesota Site Evaluation Form - 10/25/ <br /> (A <br /> Client Dan Helbling Phone Number <br /> Address <br /> TEST PIT NO. BP-1 Section # Township 136 N Range 29 W <br /> Date 1/1/2606 Time 9:30 AM Weather conditions Clear/calm <br /> Location Information shoreland dwelling _replacement stem <br /> — system <br /> (check all that apply) _protection area X other establishment new home construction <br /> Homeowner Information <br /> No.of bedrooms(if applicable) bedrooms(includes possible additions) <br /> No.of residents in home _adults children <br /> Estimated flow gpd <br /> Well casing depth feet Discharge location if checked <br /> Water using devices(check) _Garbage disposal —Water softener <br /> _Dishwasher _Sump pump <br /> _Large bathtub _High eff.furnace <br /> Laundry/large tub on 2nd floor _Jucuzzi/hottub <br /> Water use concerns(check) _Toilet/faucet leaks—Max load laundry/day _Long term prescription medications <br /> Home business Lint screen _Antibact.soap _Frequent parties or out of town guests <br /> Soil Data <br /> Soil texture classification: <br /> Unnatural soil(check) _Yes X No <br /> Type of observation(check) Probe X Pit _Boring Structure <br /> Parent material(check) _Till -Outwash _Loess _Bedrock X Alluvium <br /> Vegetation type(check) —Wet X Dry —Unknown <br /> Slope form(check) X Summit _Shoulder _Back —Foot —Toe <br /> Drainage(check) X Good _Fair —Poor _Ponding _Flooding <br /> orated in floodpiain(check) _Yes X No <br /> Soil Survey Data Soil#I Soil#2 <br /> Site Summary Data Map unit sym&name COA <br /> Standing water >84 inches Landscape position <br /> Bedrock: >84 inches Flooding <br /> Saturated soil: >84 inches Slo e <br /> Maximum depth of system: 48 inches Watertable depth <br /> Max elevation at system bottom: feet Bedrock depth <br /> Soil sizing factor(SSF): 1.27 gpd/fe Possible system depth <br /> Linear loading rate(LLR): 8 gpd/ft Texture at depth <br /> Was a perc test done? _Yes mpi Permeability P <br /> X No Perc MP =P*60 <br /> NRCS onsite suitabilitvi <br /> Soil Boring Data <br /> Soil Horizons Depth inches Texture Color Structure Consistence <br /> 0-8 Sandy loam 7.5 yr 3/2 Single grain Loose <br /> 8-28 Sand 7.5 yr 4/6 Single grain Loose <br /> 28-60 Sand 5 vr 4/4 Single grain Loose <br /> 60-84+ Coarse sand 5 4/4 Single grain Loose <br />
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