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371 Septic Permit & Plans ECK OR FILL IN WHERE APPLICABLE THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH City OF Northampton ,ppiirtttinn fur 13ispnsttl Marks Cnunstrurtian Permit Application is hereby made for a Permit to Construct (x ) or Repair ( ) an Individual Sewage Disposal System at: Lot 7 Audubon Road ? Loam on Address Ira Helfand and D orah smith a Type of Building 4 Garbage Grinder Dwelling—No. of Bedrooms Expansion Attic ( ) g (X ) Other—Type of Building No. of persons Showers ( ) — Cafeteria ( ) Other fixtures S 660 Design Flow gallons per person per day. Total daily flow Salons. Septic Tank—Liquid capacity 1500 gallons Length Width Diameter Depth Disposal Trench--No. 8 Width 3 Total Length 240 Total leaching area sq. ft. Seepage Pit No Diameter Depth below inlet Total leaching area sq. ft. Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by A. B. dx..-_..HunCi.ey..As.aac Date 5-22-8b Test Pit No. I 8.0 minutes per inch Depth of Test Pit-11[ 3" Depth to ground water. Test Pit No. 2 minutes per inch Depth of Test Pit Depth to ground water or Lot No. Box 324 Leeds Address Address Size Lot 4.681 Ac. xg ,xftt Description of Soil See attached plan Nature of Repairs or Alterations—Answer when applicable Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further ag of to place the system in operation until a Certificate of Compliance h ee _ued �h e• tdoff Ilea kh. _ K Application Approved By -- --"' Application Disapproved for the following reaso Permit No Date Issued. Date Prepared For: PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN IRA HIL fA ^i!) Location: LoT 7 /j no S:n^r RQ N ' TON Number of Bedrooms: _ 4- Garbage Disposal: `/f S LEACH AREA DESIGN A Bedrooms x 2 persons/bedroom - 8 persons Fj Persons x 55 gallons of wastewater/person/day - 440 total gallons of wastewater/day. x I . C = 4, 60 Percolation Rate: Fj min/inch Gallon of wastewater/square feet of leach area for a Percolation Rate of: 2 a min/inch - 0.3 3 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% _ capacity of septic tank. REQUIRED effective liquid RECOMMENDED: Septic Tank * In no case will the septic tank be less than 1,000 gallons (effective liquid capacity). ** WITH GARBAGE DISPOSAL: 10 LO Gallons of wastewater/day x 200% - ) 3 2 0 capacity of septic tank. RECOMMENDED: I 3- 00 Septic Tank REQUIRED effective liquid ** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity) AL>IER HUNTLEY. JR.. & ASSOCIATES. INC. LEACHING FIELD DESIGN USING BOTTOM AREA ONLY: Gallons (Total Daily Fla') L • With Garbage Disposal: SF Leaching Field (Designed): gal/SF a SF Leaching Fii (REQUIRED) SF Leaching Field x 1.5 = SF Leaching FL(REQUIRED) ' Long x ' Wide -..ALL &ZA: Cal S' x 2 .1 ' of effective depth x 1' length x 2 sides = I. 03 C trench of (sid_'tJ3ll) . 0 . 3 Total of trench LF J-. trench : With Garbage Disposal: 00 ._F of trench x 1.5 = (, 00 FE of[tren b Trenches, Wide x 4R2 LF of trench (Designed) : with III Effective Depth, LEACHING TiE CH DESIGN Gal/SF x ' aide x 1' length _ /, & s"- Cal/LE (Sidevall) O Gal/LE of :reach (Soc_co) + GaL/LF (3JCcen) J . b r TOTAL Gal/LF of trench L'E Of 6 y0 Gal/lay (flow) 7 I- 6f Total Gal/Jay/LE 00 (L1L• LI SEWEA P/PE -SIZE AB NOTEO 0V PUN. ALL SLOPE •N79C•IFO RT/BNT T(N/N) SEPTIC 74NK 0/5TA/54/7/0N COX 70 OE JET LEVEL. 5014P 70 SE 6! SIDE WEN x NEACER PIPES PRON 711E O/STR/CCT/ON COX TD se now- PERPDRATED INC LAID LEVEL FUR AT LEAST ONE LENS TN OF P/PE, 2 % (NM/) P/N/3 N 6RAOE PLAN WEN T6r WISHED STONE a A /ft' IVASUED STONE COTTON Of F/ELC 70 CE NOR/ZON7AL 4'NYN. )V OROUNO WATER OR /MPERY/OU3 LAVER SECT/ON - X 12'CUYER (RSIN.) Ah i Prepared For: PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN IKA H ELFAnID Location: LOT % ,) A v t *tSO �.{ k b - . /V � I ON Number of Bedrooms: A!- Garbage Disposal: yf S LEACH AREA DESIGN 4 Bedrooms x 2 persons/bedroom - g persons 8 Persons x 55 gallons of wastewater/person/day - .440 total gallons of wastewater/day. Percolation Rate: 8 min/inch XI-6= 660 Gallon of wastewater/square feet of leach area for a Percolation Rate of: 8 min/inch - ,g5- Gal/SF Sidewall Area - O. (i3 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: L (7 O Gallons of wastewater/day x 200% = 13 a O REQUIRED effective liquid capacity of septic tank. RECO^DIENDED: / 0-00 Septic Tank ** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity) ALNIER HUNTLEY. jR.. & ASSOCIATES. INC ;" LEACHING FIELD DESIGN USING BOTTOM AREA ONLY: Gallons (Total Daily Flow) * With Garbage Disposal: gal/SF = SF Leaching Field (REQUIRED) SF Leaching Field x 1.5 = SF Leaching Field (REQUIRED) SF Leaching Field (Designed): ' Long x ' Wide SIDEWALL AREA: Gal/SF x / LEACHING TRENCH DESIGN ' of effective depth x 1' length x 2 sides = .2. 0 Gal/LF of trench (sidewall). BOTTOM AREA: C). 6 3 Gal/SF x 3 ' wide x 1' length = ) -8 9 Gal/LF of trench (bottom). Total of 6 (o trench Z . S Gal/LF (Sidewall) 8 9 Gal/LF (Bottom) _ 4. 3 G TOTAL Gal/LF of trench Gal/Day (flow) 4- 3 61 Total Gal/Day/LF = f 0 LF of trench (REQUIRED) * With Garbage Disposal: ) O LF of trench x 1.5 = .Z 1 J LF of trench (REQUIRED) 2, 4 O LF of trench (Designed): 8 Trenches, 3 ' Wide x 3 D ' Long with ' Effective Depth. ALNIER HUNTLEY, JR., e' ASSOCIATES, INC. SCR'EVORS • ENGINEERS , PLANNERS SEWER P/PE -SIZE 43 NOrc0 OA/PYAN- SLOPE JOINTS 17MAN) RT/BHT - 3EPT/C TANK 0/STA/0U7/ON COX 70 SE JET LEYEL. SUMP 70 55 6' 5/DE PEA, X NEAOER P/PE3 ANON 7NE 0/17R/00T/ON COX 10 CE NON- PERPDRATED AND LA/O SE Vet MA AT 1E437 ONE LEND7W OF 112/PE. Z V. (M/N) P/N/SN GRADE PLAN WEN //O' lb Ye WWSHED STONE 3!s'lb n • WASHED STOVE Cony of FIELD 70 CE NDR/ZONTAL ♦'N/N. 70 OROUND HATER l /NFERY/OUS LAYER SECT/ON - X EFFECTivE le/07N (riR/ES) /=0•M/ANA lt•N/N. T EFFECT/YE OEP7N(VAR23) (6'N/N.) ALL WORN 70 SE DONE /N ACCORDANCE W/7N THE STATE ENV/RONA/ENTAL CODE- TITLE 5. TWICE EFFECT/VE WIDTH (Ann.) she NO7 USED FOR RESERVE AREA - f' twos/. • /F USE FOR RESEAYE AREA 6 Al/N. __0 / ALMER HUNTLEY, JR. & ASSOCIATES, INC. SURVEYORS - ENGINEERS - PLANNERS 125 PLEASANT STREET NORTHAMPTON , MASS. PROJECT NO. SHEET OF