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Home My WebLink AboutBLD1991-00374r Soil Log Notes: 1) 0-8" Black Silt loam 8-20" Brown Gravelly Sandy -Loam - Faint Mottling 20.33" Tan Gravelly Loamy -Sand . Mottled 33.4Y Weakly Cemented Hardpan 43" Water Rmis to 24" 2) 0-5" Black Silt Loam 5-17" Brown Gravelly Sandy -Loam - Faint Mottling 17.28" 'run Gravelly Loamy -Sand - Mottled 2g-34" Weakly Cemented Hardpan 34" Water 3) 0-5" Black gill Loam 5-17" Brown Gravelly Sandy -Loam - Faint Mottling 17-26" Tan Gravelly Loamy -Sand - Mottled 26" Water Roots to 20" 4) 0-5" Fill 5-17' Black Silt Loam 17.24" Brown Gravelly SandyAxam - Faint Mottling 24-34" Tan Gravelly Loamy -Sand - Mottled 34" Water Roots to 24" 5) 0-5" Black Silt Loam 5-25" Brown Gravelly Sandy -Loam -Faint Mottling 25-41" Tan Gravelly Loamy -Sand - Mottled 6) 04" Black Silt Loam 4-30" Brown Gravelly Sandy -Loam - Faint Mottling 30-39" -ran Gravelly 1-oamy-Sand - Mottled 39" Water Roots to 30" 7) 0-4" Black Silt Loam 4-'.2" Brown Gravelly Sandy -Loam - Faint Mottling 22-39' Tan Gravelly Loamy -Sand -Mottled 39" Water Roots to 30" Pressure Ca/cu/eUons Hradloee. Ic•, so/y14) Elev.Luxi Rom 5?91 To qz-' - t Transport Rpesz72_'1'n... Manifold Pipe' "nee.-7 ,ci o Interal Pipe 5-0'.(rlL Distal Head Total Friction Loss 'yr ELM - Dust volume to be L_p o senors per dose. At 7 doses per day. Total CPU into laterah = G S Pump Tenk rapacity - / Ol" Gallons Legend (r" Perforated Pipe — — — Reserve Area H H H Tightline 0 Septic Tank Soil Log Bench Mark Step Down E3 Distribution Box »a Transport Line (� Pump and Wet Well — — Interceptor Drain ® Teflon Ball Valve f` A� W 5M- x S'/e Pa lions: Stub - out Elevation 9>— Septic Tank Inlet I.E. Septic Tank Outlet I.E. Pump Tank Inlet LE. Pump Elevation 34t._ LaleraJs Letter Length (ft.) Elevation /.�a stf ems!✓-' .eCSE.e6✓ Pump Assembly Note. Pumping system includes a quick disconnect and a check valve assembly to keep transport line charged with effluent. Relay m Weather Proof Enclosure innuent TWill,Water I Alarm Swncn Reserve LapaC1IY After Alarm Sounds 1.4el Control Switch _ Shy_OIf Level rZ - - -------- Level Lont of J Swncn Vicinity (Map ■��■■■■■■■■■■■■■ ■■h3■■m■■■■■m■■■ ■■■■��■■■■■■■■■■,. ■■ ■rU■m■■■■n ■■■w■■■s.A■■■s■■■ ■■ n■■\`\■moon ■■q■■ir■■■■■■■■■ ■■w■■■■■■■■\■■■ mows■■■■■■■■an ■■nm■mm■■mm■■ m ■■w■■■■■■■ ■ FILTER FABRIC — rCover AT ORIGINAL GROUND vem Manger Pipe it PERFORATED Ion Pump Removal PLASTIC PIPE Ouia Disconnect SGdm9 Coupler -.Effluent WASHED GRAVEL— t. / ILL%VER DRAINFIELD /W PERMEABLE CdVER/MbTERIAL' (SANDY LOAM`TYPE1 36, TRENCH DETAIL Drainfield Notes: (Pressure) This system must conform to Jefferson County health Department Regulallons and D.O.I. standards for pressure distribution, This system Is designed to accommodate - gallons per day but nol/M a garbage disposal. Topography and stub out elevations are based on assumed data Data b applicable to sewage system only. Altering of the house plan or location may require revision of the sewagt application or application for a vsrisnee. Revision of the plan or app lcatior for a wavier will require additional governmental agency fees and Pac - Tecl charges If such a change or a change In the sewage plan Is contemplated contact Pac - Tech at 473-4491. Each septic tank must have compariment(s) and hold of tras gallons. Septic tanks/wet well must be water light A Septic lank or wet well under a driving surface must meet U.O.T. 11-2( loading standards. The building sewer line must meet PVC A.S'TM Standard 3034. Urelnfleld lines will � plastic pipe pressure rated (class) 200 Itutaued level, following contours. Trench Installation must follow tinuad detail Dralnllnes must be covered by approved synthetic filter fabric Orifices ar, oriented Dp. No excavation or soli moving In the drainneld areas. Encroachment of Improvemmnts in the primary or reserve drainneld area: may cause the site to be unusable Trees within 5 feet of the dralullnes must be enclosed In a root barrier suet as manufactured by Deep Root Corporation or equivalent If sewer lines and water lines cross, the water line must be Ig Inches show, the sewer line and encased In another pipe. The crossing most be at lit middle of the encased pipe section. Sewer lines under roads mail be encased In pipe with a crush strength o at trust 1000 pounds. Pressure testing of the dralnneld system is required for PAC - TECH approval. Arrangements must be made to provide water and power to tht system for testing. Verlflcation of distal head will be made by measurement of orifice discharge- p The pump will be a UYDR . O - MA71C J �' S�� of equivalent Wet well capacity will be /7P O gallants, Pump eonlrob %ill he set to dose if gallons per cycle at ? cycles per day. Tbt high water line alarm will sclive when 0 r_7 tallow havt accumulated The pump must be prolecled by set approved In line filter or a screen will the following specincatlons: I/9" mesh, non corrosive material, at leas( 1: sq. h of surface area, and does not interfere with switches or floats, and 1 easily removable for thorough cleaning. The semen must be reinforced or Ilse top and slice. Loamy 1111 must be plated over the drainntld area and Wend 10 feel beyom the druinfleld edge. The compacted flit must be Inches deep over tb- drnlnaeld 12 t' a 0 C7 12' ORIGINAL GROUND NATIVE BACKFILL t L \ll F \ g 2 2 W m 3 U G J < W G 2 W W U O O U fA U. M m Is 0 UNTREATED PAPE LU 00 J po F— I— WASHED GRAVEL 4' PERFORATED PLASTIC PIPE I TOP OF IMPERVIOUS 0 LATER 20 INTERCEPTOR DRAIN DETAIL. O 3 z UJ J V cc U5 d! za LU y #'; c Um i wigs:. SHEET OF - JOB no 3