Laserfiche WebLink
. <br /> Mound POWTS Site Plan <br /> • Steve Frame Property <br /> Lot 1 Certified Survey Map 13988 <br /> SW1/4, NE1/4, Section 30, T7N, R6E <br /> Town of Vermont, Dane County, Wisconsin <br /> NORTH <br /> 0 25 50 100 <br /> MIMI <br /> IIIIIIIIIIIIIIIIIII Cale 1"=50' <br /> '12Oy <br /> Cdr., <br /> 1:10O <br /> O' <br /> FEMA Flood Elevation = 892' <br /> BM=1 x 78"C.nduit (Iron Pipe) Located 360' 1440e••3&-1-5 <br /> Sefith And 10' est Of Intersection \ ��E_v�bA fl-RT� <br /> --El.=892.09' l <br /> (Note: CST Wh• Is Also The Surveyor Had This �pg V��5 0� .. .:: <br /> ►� <br /> Elevation As 8 1.6'on Soil Test Report But Has <br /> Corrected The :levation On The CSM. 1/41 S f_; Wre4A ► II <br /> 0 Eleva •.• Sho Here Are Corrected To Relate A J� `'�Y <br /> 'a BM=892►9 EAU -1 <br /> 4"PVC (ASTM D-2665) \......, <br /> Limits of Bu'ding Envelope 1000/650 Gallon Septic/Pump Tank With <br /> / <br /> / ; SIMTECH In-Line Filter On Pump Outlet <br /> f/ Note:Terminate Manholes & Vent c> L=894' <br /> Minimum Elevation <br /> 2"PVC Force Main <br /> (ASTM D-2665) <br /> 1 4"PVC Observation Pipes <br /> BBj (ASTM D-2665) 1'From <br /> •s <br /> End of Cell <br /> /8885. <br /> ' \ 888.4 8 <br /> / / B-2 BSS. <br /> Arapo , <br /> s <br /> ,5•04,,,7 B e, 88.S' 868 5.ift <br /> \ �9i 0 <br /> O <br /> Locate Well <br /> 889.4 <br /> >25'From Septic Tank 893 S' B3 <br /> >50'From Absorption Systems 895. <br /> 889x. <br /> �, <br /> Location Mop 4- <br /> Scale 1300" =90.1 <br /> I <br /> 00 ^ ► <br /> " -7_ 21.5'x 74'Mound With 8'x 57' Gravel Ce P41- a <br /> �= Upslope Edge of Gravel Cell Follows Contour <br /> EL=889.57; Cell EI.=890.4' <br /> Lot 1 CSM 13988 Note: Mound Basal Area & 15'Downslope <br /> N To Be Protected From Surface <br /> g> Disturbance, Compaction, Etc. Vehicular <br /> U '= Traffic Is Prohibited. <br /> 850.00 I <br /> \ I Page 2 of 7 <br />