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8 Leaching Pit Design LEACHING PIT DESIGN Precast Pit Used: /0 ' Long x 5 ' Wide x .2 ' Effective Depth Using 4 ' of stone all around and / ' of stone under pit. SIDEWALL AREA: /5 ' Long x 3 ' Effective Depth x 2 Sides a /08 SF /3 ' Wide x .3 ' Effective Depth x 2 Sides a 78 SF Total of / 8 /O SF (Sidevall Area) x 2.5 Gal/SF ■ 4/05 _ Gal/Pit (Sidewall) BOTTOM AREA: /8 ' Long x /3 ' Wide x 2 34 SF 234- SF (Bottom Area) x /. 0 Gal/SF a 23 4 Gal/Pit (Bottom) 4G 5 Gal/Pit (Sidewall) + 234 Gal/Pit (Bottom) 6747% TOTAL Gal/Pit (Designed) * Without Garbage Disposal: Total Gal/Day (REQUIRED) * With Garbage Disposal: 1.5 x 330 Gal/Day (Daily Flow) . 495 Gal/Pit (REQUIRED) Using 3 3 0 Cal/Day (Daily Flow) } 629 9 Gal/Pit a / Pit(s) ALMER HtiNTLEY, JR., & ASSOCIATES, INC. LAND SURVEYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN Prepared For: (i'IZEA 2AKLZEW6K1 Location: 8 31-1EPuEED3 HOLLOW , H02-144MPral , MA Number of Bedrooms: 3 Garbage Disposal: Y6 LEACH AREA DESIGN 3 Bedrooms x 2 persons/bedroom = persons /O Persons x 55 gallons of wastewater/person/day = 330 total gallons of wastewater/day. Percolation Rate: ;F. 0 min/inch Gallon of wastewater/square feet of leach area for a Percolation Rate of: 2. 0 min/inch = 2.5 Gal/SF Sidewall Area �. 0 Gal/SF Bottom Area * If a leach bed is to be installed, no sidewall is allowed. * If percolation rate exceeds 20 min/inch, no bottom area is allowed. - SEPTIC TANK - * WITHOUT GARBAGE DISPOSAL: Gallons of wastewater/day x 150% = REQUIRED effective liquid capacity of septic tank. RECOMMENDED: Septic Tank * In no case will the septic tank be less than 1,000 gallons (effective liquid capacity). ** WITH GARBAGE DISPOSAL: 3 30 Gallons of wastewater/day x 200% = &l00 REQUIRED effective liquid capacity of septic tank. RECOMMENDED: /SOOL4AL. Septic Tank ** In no case will the septic tank be less than 1 ,500 gallons (effective liquid capacity) ALMER HUNTLEY, JR., & ASSOCIATES, INC. LAND SURVEYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS 1.4•1454/ • GQ pPY MECC 56-707d2- COVE 2 ( O✓ER 59UN? So/t• e PE i 04Y yt1 C! ,H Mule yHMf5e72 . / 2"TN.C4' A,n4E.' •e[L won +✓i[!E e�EE dE TW.CE THE GRE/TEST EFPGCT/YE / CODE - Tine s •sPEO.!I-wsy ~ MOPE /CN°rem /3 0/M-47-5A. - /O•- O* ELEVAr/O,u _ E/i5TaL6 S /4/ •CCOP�veE WITH THE 574TE ENkoRONHGNTA! T./AU«/E SEEPf'DE "ow-op aer.f weez .4 es MAW DEPTH OF TN! ALMER HUNTLEY, JR. 8 ASSOCIATES , IN( REGISTERED LAND SJR+EVCRS S C44 ENGINEERS. 125 PLEASANT STREET NORTHAMPTON , MASS .