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DESIGN- SUMMARY (Not req`d by LUG, far kWatter use) <br /> MOUND <br /> S lope is 0:5 - percent <br /> Upslope width is 14- ft <br /> Downslope width 14 ft <br /> Minimum adsorption width 27 - ft <br /> Rockbed size-is 10.0 X 5Q- ft <br /> Clean sand depth 6Einche <br /> TANKS <br /> Existing, usable 1500-2 �� STC «vim <br /> New 500& 1000 gallon - <br /> Pump tank 1500 gallon <br /> GPI for this tank is 25 gpi <br /> Pump size 38 gpm at 19- head <br /> Pump pipe diameter 2.0 inches <br /> Pump float tether.distance 7.0 hoes <br /> PRESSURE DISTRIBUTION SYSTEM <br /> No. laterals 3 <br /> Lateral length 48 ft <br /> PerF spacing- 3.0 ft rx <br /> Perferation per lateral - 17 <br /> Lateral diameter 1.5 inches <br /> Center or End Manifold feed: Center <br /> MATERIAL VOLUMES <br /> Washed rock 32.3 tons <br /> Mound sand 150.6 tons Based-on--tft sane ewer(adsorpt width X mound length) 2905 <br /> Loamy sand cap 25.8 tons Based on Ift of LS ever rockbed area. <br /> Topsoil 154 tons Based-cam-#-rneufidfoot .. . 2972 X- .8 feet 2972 <br /> PAGE 3 of 17 2849 Watertown Road, Orono <br />