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Misc. Lot Septic Application Permit & Plans CHECK OR FILL IN WHERE APPLICABLE THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH City OF Northampton ppliratinn far Disposal ru arks Cnnnntrnriinn Permit Faa Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: Clark St. Location-Address William ayes In Type of Building Dwelling—No. of Brooms 3 Other—Type of Building Other fixtures Design Flow 55 gallons per person per day. Total daily flow 33Q gallons. Septic Tank—Liquid capacity1500 gallons Length Width Diameter Depth Disposal Trench—No. Width Total Length Total leaching area sq. ft. Seepage Pit No Diameter Depth below inlet Total leaching area sq. ft. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by Date Test Pit No. 1 minutes per inch Depth of Test Pit Depth to ground water Test Pit No. 2 minutes per inch Depth of Test Pit Depth to ground water or Lot No. Address Address 0.933 Ades__ Size Lot r.�q�`*er Expansion Attic ( ) Garbage Grinder ( ) No. of persons Showers ( ) — Cafeteria ( ) Description of Soil Nature of Repairs or Alterations—Answer when applicable Septic tank Co drain into pump chamber. ritilacfrz :_L?. be pumped into City sewer. 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 agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. St ry Application Approved By e'J° -c. Application Disapproved for the following reasons' Permit No 'u / Date Issued. ///7 £ L by at THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH co-./ OF NOf-H WWI'2N Trrtifirtttr of fdnmplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (el or Repaired ( ) /O Le rRsciy r -✓N =. Installer CLHr K Sr� . — /_Cd/ t/r_ � owM k LOW</Ain ,4".,4 S� has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code aj described in the application for Disposal Works Construction Permit No 7o -8.G d ed ",, 7 s...F'G THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUF,D S A GUARANTEFyrHAT THE SYSTEM WILL FUNCTION SATISFACTORY.SJr)/B 7 Inspo:�+Z/ eV /VaoiEI THE COMMONWEALTH OF MASSACHUSETTS LTH((,,J/,, BE OF H No Y4."' 7& YtL OF... Lt �inpnntt n Qlnns t firrmit Permission is reby granted Construct (�r e it ( an idiot Sewage Disposal System to N $ pg at No '//( fi�tc k Street as shown on the applicatio orks Construction Permit No DATE FORM 1255 HOBBS 8 WARREN. INC.. PUBLISHERS B Heath NOTES: . Wiring in pump/chamber to be waterproof and explosion proof Bill Graves P-1527 . Three float switches shall be installed in the access manhole on the pump cham- ber. These switches shall be molded or abrasion and corrosion resistant poly- propylene and shall contain one hermetically sealed-.SPDT Mercury Switch which shall be cushioned. The float -switches shall -be Gould A2-3 Liquid Level Sensors or approved equal. The three conductor,cables shall be sealed to the floats and shall support the unit. Switch cables are -to be secured to the inside wall of the access manhole using stainless -steel wedge clamps, Black- burn, Series "D," Catalog No. W62 D, or .approved equal. Switches to be set at elevations shown on Pump Chamber Detail. . Install tee on outlet pipe in existing Sanitary-Nanniele. . Light duty cast iron 24" I.D. Frame and Cover with manhole to grate to be installed over Pump Station Access Manhole. . The concrete units specified are as made by ArrowCConcrete Products, Inc. or approved equal: - - Septic Tank: Precast Septic Tank ST 1500, -1500 gallons Pump Chamber: Precast Pump House -- AC-PH 7'. x 9'-4" . Pump control panel to be mounted on an interior wall of the house. Panel to be Gould A3-2012 Control System, or equal. . All wiring to be done by an electrician licensed in the State of Massachusetts. . All plumbing to 10' outside of wall to be done by_ a -plumber licensed in the State of Massachusetts. - - . Contractor to procure all necessary permits and licenses before the start of this project. -- - . . Pump is to be Gould Model WP1012, 1 HP, 230 Volts,. 1 Phase 1750 RPM, effluent pump, or equal.- -One-pump will be required. - --- -- - ---- • 24" I.D. Cast Iron Frame and Cover to be as made by Neepah Foundry Company R-1793-FL Solid Cover Light Duty or approved equal. • All gravity sewer piping to be 4" PVC SDR-35"Ring right Pip,, unless noted. All concrete structures to be watertight. Hydraulic-.cementjwill be used to fix pipes in place. Extra inlets and outlets to be-filled flus� to surface of unit with cement. Pump chamber and septic tank exterior -to-rtceive two coats of bitumastic. ALMER HUNTLEY, JR., & ASSOCIATES, INC. SURVEYORS - ENGINEERS - LANDSCAPE ARCHITECTS . Pumping Volume: 375 gal/ft x 0.5 . Storage Capacity: storage - 188 gallons per pump cycle Storage of 2' x 375 gallons/ft ■ 750 gallons above lead pump switch. Daily Plow Estimated at 220 GPD. --- _ (over 3 days storage) ALMER HUNTLEY, JR., & ASSOCIATES, INC. SURVEYORS - ENGINEERS - LANDSCAPE ARCHITECTS 1YERS SYSTEM CURVE CHART -- GPM STATIC PIPE EST HEAD LENGTH L tr.d.:. /5o s. tr.;- /So RIPE SIZE FRICTION LOSS/100 TOTAL LOSS IN FT TOT. HD 2 . 6 9 PERFORMANCE RATING Gallons Per Minute Series No.► WP0511 WP0512 WP0712 WP1012 WP1032 WP1034 WPH1012 WPH1032 WPH103, 1 HP► 14 IY 1 " RPM 1750 3450 5 150 170 180 190 10 126 154 188 170 I otal Dynamic Head Feet of Water 15 94 125 152 150 20 56 90 121 128 25 17 49 81 107 30 14 40 866 35 10 64 40 43 45 24 50 4 Total Dynamic Head—Feet of Water COMPOSITE "s PERFORMANCE (CURVES Model WP 3882 Submersible Effluent& Sewage Pumps SPECIFICATIONS Stoles ISP Volt Ph SO RPM Bonds Max. Amp. Wt. wp0511 W P0512 WP0712 WP1012 W PH1012 WP1032 WPH1032 WP1034 WPH1034 115 230 208/230 208/230 1 1 1750 1750 1750 1750 3450 1750 3450 1750 3450 r r r r r t0 4.5 8.0 9.0 11.0 4.2 7.0 2.1 3.5 108 108 110 114 114 112 112 112 112 50 40 30 20 10 MEMO tra,_ F._ SUET SUETECE ti ,G_ v.-'Om NOTICE _�. 80 so -: 100 120 140 160 180 Capacity- Gallons Per Minute C n n :- J CHART 2-FOR FRICTION LOSS AND VELOCITY CAPACITY 0.P.M. ' 4 6 7 6 9 • I. 30 40 50 60 70 60 300 4. °0 ■■ ■1■■.■■..1111111. ■ ryr .■I ■y/'AMINS/AII.11 IIIIM■■M�nll � 40 _.. al/■�ir ■ .■.■...1111111■. /40��11111a■■ava a7nii.ri...1■1■w.■■■■■.N► GREEN=SCHEDULE 40 PLASTIC PIPE nM. I jlar FOE.4 oraito• `.�.. •����...r•m4 .. w ,/ ..'�Jl, SCEVW. .... .M.IIIq.MMV• III. RED=SDR-21 PLASTIC PIPE r NAWIr! E rrawntttr I'Tiwwwwl.raira ��rlEr I 30 - BLACK=SDR-26 PLASTIC PIPE ■ :Agar / A��/ �A,/I twt./ GwlwwwwwV/I/twwlww��www7Gw ww...�iitM IrI� ( ro�C11�N�.II '' ..www.�'��II�mat..I �/.. 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FOR CONg GISIII9EDbGVSS04AS.N0MNLE f oiui7ua alit-r 6'a GTRLLCnt jac mean own. ec pp�� * M WJOL6 come / &9 CCEG. : 41'NAM 65.BS QF IGK,p/SCq SCT A719PfOt tithed lir CNaW argue:VGQl.VL° " rain A am art 3 � SYH.40 re hPE OUTLET` : /e star. NAfLi astral GFPP�!ir ' ty a x t6% to-o d'-9' 87OR/ LI+Q RI✓ -�hl is G 4JY1Q'F RAMPS O. ELEVATION , ee' ss . .. .. .' , - • 1 f :-. . mi•: °ERCl/dcY'1k?LE+�EL L7'5.W' ?. "xa S°,WF TCr i.'(I 't)k mf 3 ,tf ..• r ?I *6 ry f 4.4C4::4": Sr yr W +4; - yw '` ` �4,44`44:::,44, ^ J .r ` t r r , w k ' t r w. + 4 4 k 5' k ..1;1 q fi 2a Y I�s' .p V1 t pht AT cR1s aA aN. ' '4 t` 3 " e. F `}6 ,g[t r y ° n .. . ikk•Wi W ,>,' PI illei ral;14 CHaMRFR. IIFTQI r rm t 94" 1 � D q °v"44:1 I I A. IN I 6 I MEIGMT TO SUIT l.f V LII - - I 1w a I 1 r1 A I d. I I e" v. I I s D ` L J ••O.v 0 qla. d.a• ve a a gn•DR.D•P.o v P •P•D•v• .oV• D•D.,D. v•V.a•ap 6.. A a A Al 7 SECTION' A END VIEW DESIGN NOTES: I. CONCRETE ,4500 RSA. , 28 DAYS , G'—... L `--fwl +_ Z. REIMPORCEMGNT, M-IO wwni. LOAD ( H-10 AVAILASLS) 9• JOINT PSALM, WITH MASTIC S ALANT. I 4. TOP 4 SIDS OPENINGS AS SPECIFIED. 1 5. CAPACITY 375 BALLON4 PER FOCI OP HEIGHT. A I lM 71-0. 1 -1' z A'-4 PUMP HOUSE I ARROW CONCRETE PRODUCTS INC. I 560 COLLEGE HIGHWAY I /e—lk GRANDY , CONN. 06035 L ._J SCALE : 5/4' a 0-0" DRAWING HO. DATE: 5/22/70. AC — PH TOP VIEW DRAWN Dv. G.D. 71X Ql_ w M�/ APPROVED SY: R.A.p. .7 •