10-30-2018 Septic Design - Laserfiche WebLink

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instructions: = = enter data t = adjust if desired 0 = computer calculated - DO NOT CHANGE! I t =bedroorn Type �I Residential System 3) 750 GPD design flow 3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks 4) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank (design size /LUG req'd) Tank options: none s) 1.2 GPD/ftz mound sand loading rate contour loading rate of =req's a min 63 ft. long rockbed 6) =ft rockbed width 63.0 ft rockbed length 7) =ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection S) I (laterals 61.0 feet tong 21.0 perfs / lateral F 63 perfs total (1 /2 a perf means the first perf starts at the middle feed manifold) 3i 7/32 inch perfs at =feet residual head gives 0.56 gpm flow rate per perforation for this perf size ft spacing, Et pipe size on line 12, max perfs/lateral = 30 line #8 must be less --> OK io) =doses per day (4 minimum) i 1 t 188 gallons per dose (treatment volume) 2.00 5x 12) 2.00 inch diameter laterals must be used to meet "4x pipe volume" requirement 2.00 3x 3t 60 feet of 2.0 inch supply line leads to 10 gallons of drainback volume (Tip: "top feed" manifold to control the drainback) 4) F198 gallons TOTAL pump out volume (treatment + drainback) t5) F3�6GPM feet vertical lift pump to mound laterals, leads to a: t6) C� 20 feet of head, Pump requirement (note: >50gpm may require an extra 3-6' of head) 17) 750 gal Dose tank (code minimum) 1300 gal Dose tank (design size / LUG req'd) at 25,49 gpi leads to a tat =inch swing on Demand float, or timed dosing of5.5 min ON (confirm pump rate with drawdown (this delivers Average flow, =70% of Peak design flow)hrs OFF test and adjust as necessary) t9)Itinches inches from bottom of tank to "Pump OFF" float 20) inches from bottom of tank to "Pump ON" float, or 12 inches to "Timer ON" float if time dosed 21) from bottom of tank to "Hi Level" float, or 33 inches to "Hi Level" float if time dosed 22)714 gatlons reserve capacity (after High Level Alarm is activated) 0.45 gpd/ftz Absorption area Soil Loading Rate, which gives a mound ratio of2.7 (minimum) (this must match the soil boring log) desired mound ratio 2.7 =percent site slope (0-20% range) = (% downslope site slope, if different than upslope) 18 3riches, or 1.5 ft. to Redox or other limiting condition (need at least 12" to be a Type 1) Treatment zone contains inches of 0% soil credit, and F 701nches of 50% soil credit. Giving a: =inch, or 1.5 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 26.$ ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 0.0 ft. upslope and sideslope