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Lot 5 Jackson SUbdivision Septic Application 4/23/86 CHECK OR FILL IN WHERE APPLICABLE No Fax THE COMMONWEALTH OF MASSACHUSETTS BOARD OF //ocHEALTH ... d/ ' 7 OF /v(r)fhnrq ?/-71(�� 1ppliratinn fur Bib-pub-al iflurka Lnnatrurtinn Vrrmit Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal System at: Or Lot N o. AA.Len_.._...acte .c Chrner ins.aaer Address Type of Building Dwelling— No. of Bedrooms —3 Expansion Attic Other—Type of Building > No of persons Other fixtures, 2 Design Flow S .a..___.._..gallon, per person per day. Total daily Septic Tank—Liquid capacity/fd?gailuns Length \Width. _. Disposal Trench—No. (it, Width -.5 Total Length @O Seepage Pit No Diameter Depth below inlet Other Distribution box t ) Dosing tank ( ) Percolation Test Res. Performed by P7-ft Han Ito>,eloac- Test Pit No. 1 2(t0_, :-mto> per inch Depth of Test Pit Depth to ground water Depth to ground water ( Address Size Lot...L.7.._.%a4.Sq. fL.t Garbage Grinder ( ,e) Showers ( ) — Cafeteria ( ) flow S/93— Diameter Depth . Total leaching aces Total leachingtreea gallons serf( sq. ft. G.FO• Date a - / o - 5/ Test Pit Na. ' _mince-oer inch Der.:h of Test Pit 21 D Descriytion of Soil Q ...... 'o23_r 1L sSon y tr.. G ravnci w 4.{<r 2424.._...9_6. rr Nature of Repairs or Alterations—Answer when applicable Agreement: The undersigned agrees to install the aforedescrihed Individual Sewage Disposal System in accordance with the provisions of?L'-. 5 u: B;e Snte Sant rc Code — The undersigned further agrees not to place the system in operation until a Certincate of Compliance has been issued by the board of health. Signed Application Approved By Application Disapproved for the following reasons' Date Date Date Permit No Issued THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF Ttrtifiratr of Qiumpllanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by Installer at has been installed in accordance with the provisions of TITLE, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector • THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH City OF Northampton 5- / QTrrnfiratr of Qtomplianrr THIS IS TO CE1 f1 TLF}T, Tim; the'Individual Sewage Disposal System constructed (p ) or Repaired ( ) has been installed in accordance with the provisions of TI?I6 5 Af The State Sanitary Code as desc bed in the application for Disposal Works Construction Permit No J .) j' dated S / - THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE THE COMMONWEALTH OF MASSACHUSETTS OF HEALTH 77pp BOARD OF H AL ills onalt nr12,j Fee_. 21. ..... Permission is hereby J-y' /� �Ang},.,��yjj}n ]p to Construct (yr Ry granted.._.. . t,�.� /t,� t 1 �IprrlGn/ /� 2 eP r ( ,� an In ividual Sewage Dis T �?--% at No_ „at, spl System - - as shown on the application for Iss osal Works Construction Permit ,c P V _ /mo=t-� • � .!'ie �Gg(°/Dated, Va3%5C�. . DATE L inn-r.1'd of Heaii / - i d`- 86ard of Health -- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA TH .,L/.,¢_ FEE...PS anted % k'�nit� ni ion rrmit Permission is hereby granted R,y. to Construct (X) or Repair ( )An Iu�� i ua Sewage Disposal Sy�enp at No pia_or QY l= tit" _ _�.I—C�-b-t as shown on the application for n;s..,....1 Works Permit Street r DATE S b1 FORM 255 HOBBS & fl fREN iuC., PUBLISHERS PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN Prepared For: 4/ 3Yan / % c_c,-7cloncc9 Location: to Pc #S 7 %1 t 0/okm Roc, O A/ 'in-7 Number of Bedrooms: ,5 Garbage Disposal* )446 LEACH AREA DESIGN Bedrooms x 2 persons/bedroom = 6 persons 6 Persons x 55 gallons of wastewater/person/day = 3-3c, total gallons of wastewater/day. X [S = 49C Percolation Rate: Z/ min/inch Gallon of wastewater/square feet of leach area for a Percolation Rate of: 26- min/inch = O. c/O Gal/SF Sidewall Area O 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: 419,E Gallons of wastewater/day x 200% = 9'5)0 REQUIRED effective liquid capacity of septic tank. RECOMMENDED: /SOO Septic Tank ** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity) ALNIER HUNTLEY_ JR.. 8 ASSOCIATES. INC. USING BOTTOM AREA ONLY: LEACHING FIELD DESIGN Gallons (Total Daily Flow) 1 gal/SF = SF Leaching Field (REQUIRED) * With Garbage Disposal: SF Leaching Field x 1.5 = SF Leaching Field (REQUIRED) SF Leaching Field (Designed): ' Long x ' Wide LEACHING TRENCH DESIGN SIDEWALL AREA: C. `/a Gal/SF x 3. o ' of effective depth x 1' length x 2 sides = Z- 4 Gal/LF of trench (sidewall). BOTTOM AREA: Gal/SF x ' wide x 1' length = O Gal/LF of trench (bottom). Z- V Gal/LF (Sidewall) O Gal/LF (Bottom) 'Z . c/ TOTAL Gal/LF of trench Total of 4/9,f Gal/Day (flow) z. </ Total Gal/Day/LF = 2.0(0 LF of trench trench (REQUIRED) * With Garbage Disposal: Z o(c LF of trench x 1.5 = -3 / U LF of trench (REQUIRED) 36p0 LF of trench (Designed) : 6 Trenches, -3 ' Wide x lc o ' Long with 3 ' Effective Depth. ALMER HUNTLEY, JR., & ASSOCIATES, INC. SURVEYORS - ENGINEERS . PLANNERS SEWER A/PE -SIZE' 43 4CTC0 dV PLAN- ALL ✓O/NTS Meer /Y,ITERT/BHT - 3LOPE • re.A07 7,41/N) SEPTIC TANK O/STR/la7/ON SOX TO SE SET L2YCL. SUMP 70 ea- of sEaEW x NEARER P/PLJ Ai ON THE D/srAvsur,ON SOX TO SE NON- PERPORATED ANO LA/D LEVEL MR AT LE4J7 ONE tenon/ OF FVPE, Z Y• (N/N.) F/N/S N GRADE ptAN view //e' TO Ys' MSNED stone W7O /r WASHED 370NE So770N of frizz-0 Mee NOR/ZONTAL 4'NW )V OAOUNO WATER OR /MPERY/OUJ LAVER SECT/ON - x 12'Covet CMin.) 1 •• _ A/1 • • • 1tW/N T EFFECT/VE OEPTN(YARACJ) (CAI/11) I �RP1 TN/CE EFFECT/VE W/O7N 4 -- (M/N.) EFFECT/YE W/OTN •/F N07 USED FOR REJERY� (VAR/ES) AREA • 4' H/N. /LO'N/N • IF USE FOR 11C-SERVE ARCA • 6' M IN. ALL WORK TO SE DONE IN ACCORDANCE W/TN rue 3TArt ENV/RONNENT/L CODE- TITLE S. --o ALMER HUNTLEY, JR. & ASSOCIATES, INC. SURVEYORS - ENGINEERS - PLANNERS 125 PLEASANT STREET NORTHAMPTON , MASS. PROJECT NO. SHEET OF 0..5 - O l X PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN Prepared For: ,TO 5gph' O//;4-yA/_$'o^/ La ca�11:5 4/10U807/ F>7/L /7'"-71-NAMP70N Number of Bedrooms: 2 Garbage Disposal: �E =ACE AREA DESIGN Bedrooms x 2 persons/bedroom - `-f person '/- - Persons x 55 gallon of vascevacer/person/day - 220 total gallons of wastewater/day. x /. S 3 3 0 Percolation Race: 2 min/inch CITY Of NORTHA MA'ON REQU/RE/Oci`JT) Gallon of cascevacer/square feet of leach area for a Percolation Race of: 2 min/inch - .-. Gal./SE Sidevall. Area . / - e9 Cal/ST Bottom Area . * If a leach bed is to be installed, no sidesall is allowed. * If percolation rate exceeds 20 min/inch, no bottom area is allowed - SEPTIC TASK - * UITIOCt GAR3AGE DISPOSAL: Gallon of wastewater/day x 150Z capacity of septic tank. . REQUIRED effective liquid RECOMENDED: Septic Tank * In no case will the septic tank be less than 1 000 gallons (effective liquid capacity) ** WII3 GARBAGE DISPOSAL: 33 0 Gallons of vastevater/day x 200Z - 04,0 ' REQUIRED effective Liquid capacity of septic cank_ . RECOM EEDED: SOQ Septic Tank ** In no can will the septic tank be less than 1,500 gallons (effective liquid capacity ALMER HI NTLEY,JR., & ASSOCIATES, INC. LAND SlatEYORS - PROFESSIONAL E£GINEZPS • LANDSCAPE.&RCHrrEcts LEACHING PIT DESIGN Precast Pit Used: / /) ' Long x ,$- ' Wide x 2 ' Effective Depth Using L/- ' of stone all around and / ' of stone under pit. SIDEWALL AREA: /3 ' Long x 3 ' Effective Depth x 2 Sides - / SF ' Wide z ' Effective Depth x 2 Sides - 7 SF Total of / BOTTOM AREA: 1 SF (Sidevall Area) x -_� Gal/SF - ¥o r Gal/Pit (Sidevall) / JP ' Long x /3 ' Wide SF 239 SF (gotta Area) x / D Gal/SF - 2 39 Gal/Pit (Bottom) 4t Gal/Pit (Sidewall) Gal/Pit (Bottom) TOTAL Gal/Pit (Designed) * Without Garbage Disposal: Total Gal/Day (REQUIRED) * With Garbage Disposal: 1.5 x 3 3nCal/Day (Daily Flow) - 49,5 Gal/fc 04/ (REQUIRED) Using `ms- Gal/Day (Daily Flow) + 6- 99 Gal/Pit - / Pit(s) ALMIER W NTLEY,JR., & ASSOCIATES, INC. LAND SURVEYORS - PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS ,4It4 ee RPECASr COceeers Der neat ylf(4GL[ /6 /Z7.id STOVE 2"7.✓C Co ve? GA-erk, 57OdJCC CG a SO/C O,p!CdSr_ 04Y aac ./an a-E-. /o'r1 S%O.UG sriV.2 /▪OI- O4 EZE!Z,4T/O,U /AL. E/isriue S. .1pr£_' •dLL war w,CL aC Celle /'v 4219e012KE wing THE 574TE ENWA ONHENTAL CODE - rnC S. MOPE•5EO!Cw RE _ � E wea TO dE �E rl/E 6 %reir EFFECT/YE ~ OA DEPTN OF Ti/G /VT, M/N/CHEYEA° /1 5AEA TER. ALMER HUNTLEY, JR. & ASSOCIATES , INC REGISTERED LAND SJR/EYORS L CIVIL ENGINEERS. 125 PLEASANT STREET NORTHAMPTON , MASS .