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Home My WebLink AboutMiscellaneous - 271 BARKER STREET 4/30/2018 (2)MAP # LOT # STREET PARCEL # HAS PLAN REVIEW FEE BEEN PAID? Y�ES NO PLAN APPROVAL: DATE �A:pp- DESIGNER: PLAN CONDITIONS WATER SUPi05L �' TOWN WELL WELL PERMIT ..... ........ ...... WELL TESTS: CHE L DAIE B BAC D(I i AC-TERIA I Dil i E (IPPRUVED B BnCT II I ACTERIA II I*E APPROVED ....... COMMENTS: FORM U APPRqV8.6,-- DATE ISSUED CONDITIONS: FINAL APPROVAL: APPROVAL TO ISSUE YES NO ....... ....... ... .. ... .. .. .......... . . . ... ......... ALL PERMITS PAID WELL CONSTRUCTION APPROVAL SEPTIC SYSTEM CONSTRUCTION APPROVAL OTHER ANY VARIANCE NEEDED FINAL BOARD OF HEALTH APPROVAL: YES NO YES NO YES NO YES NO YES NO DA .-..BY:..,. . $EPII -Q-5.Y5 IS THE INSTALLER LIC ENSED?,.:'::-**"-':"::-..,-..;..,-, - NO fZ' F CO TRUCTIO' TYPE.0 NS N NEW PA CONSTRUCTION: .,,.CERTIFIED PLOT PLAN REVIEW ..:..NEW �YES CONDITIONS OF -APPROVAL YES NO (FROM.FORM Ui -ISSUANCE OF DWC PERMIT. NO --!DWC PERMIT NO. INSTALLER: Tz m 5, p c-li BEGIN INSPECTION 0: EXCAVATION. INSPECTION: NEEDED: PASSED BY' 7 CONSTRUCTION INSPECTION: NEEDED: AS BUILT PLAN SATISFACTORY: APPROVAL TO BACKFILL: DATE: B �FINAL. GRADING APPROVAL: DATE Y - FINAL CONSTRUCTION APPROVAL: DATE: By No................ . ....... THE COMMONWEAL' BOARD . .............. OF FRia ............... Appliration for Divi-paiial lForkii Towitrurtion rumit Application is hereby made for a Permit to Construct or Repair ()< an Individual Sewage Disposal System at: .1 �AgK JE-�-- 9 ---------- 4FZ7_r ........................... .................................................................................................. Location - Add 1� ZIN . . ..... j S:09: .. ...... T24.9.#124 .1 .. .. .................................... Owner Addre,sg. 4� .................................................................................................. ..... Z.5.z. Installer Adtless ..... Type of Building Size Lot.-144�.PZ6..Sq. feet Dwelling — No. of Bedrooms ------- 7W_9450 ----------- Expansion Attic Garbage Grinder Other — Type of Building ---------------------------- No. of persons -----------_-------------- Showers Cafeteria Other fixtures Design Flow .......... .................. gallons per person per day. Total daily flow --------- ................ gallons. Septic Tank — Liquid capacity -- ------- allons Lep;th --- IAOK Width-G.A.07'.._ Diameter ------------_-- Depth..4_P7_1. Disposal T4-et� No. FF/AOkV. Width .... Z!. 0 ----- Total Length ..... Total leaching area -/4249 ... sq. f t. Seepage Pit No ......... ------- Diameter ----------------_- Depth below inlet .................... Total leaching area .................. sq. f t. Other Distribution box Dosing tank Percolation Test Results Performed .... .. . .... _A0 -water ------ ........ Date ....... Test Pit No. 1 ... ;?�.O ---- minutesperinch Depth of Test Pit..� Depth to ground Test Pit No. 2 ................ minutes per inch Depth of Test Pit ---------------- ... Depth to ground water ........................ --- ----- ..... Description of Soil ...... . ........... .............. - ------ ;� ............ V .... ... 0/.-; . ...... - - --------- .................... ...... ...... -------------- wal.r.44- ......... ro ...... a. . r........ ............... -- - ---- ...... A -- -------- 4-15 ... ........... ....................................................................................... 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 Environmental 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. Signed--------- -------------------------------------------------------------- ---- ----------------------- ------ --_----------------- Daw ApplicationApproved By ----------------------------------------------------------------------------------------------------------------------------------- ------ .......... ---------------------- Dve Application Disapproved for the following reasonf: ------------ --------------------------------------------------------------------------------------------------------- Permit No. __ l9sued Mte I W DO THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---------------------------------------------- OF ----------------- ------------------- --- ---- ------- ------ ----------- ----------- ------- - Certifirate of Cantpliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by-------------------------------------------- ------------------------------------------------------------------- - In - staher ---------------------------------------------------------- .............................................................. at--------------------------------------------------------------------------------------------------------- ---------- ------------------------------------------------------------------------------------------ --------- * ---------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental 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 No......................... ......................................... OF ....................................................... - ........................... FEE ........................ Raposal Worb Tanstrurtion Vamit Permissionis hereby granted --------- ------------------------------------------------------------------------------------------------------------------------------------ to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Street as shown on the application for Disposal Works Construction Permit No ..................... Dated .......................................... .............................................................................. Board of Health DATE---------------------------------------------------------------------- Form 1255 (��) HOBBS & WARREN TM Publishers No................ . ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7-o &v /v rg 141"'Ole ------- --- I . ...... .. .... .... OF A'��a Appliration for Uhipoiial Workii Application is hereby made for a Permit to Construct or Repair ()� x System at: 2 7/ 54 9 4 r-- 9 .......................... . ................................................ #/04 -------- aXe ------ * ............................ 110,',�1,4r ; re,,�' W 4r,11 o TA 9 MA 9 ...................... . .......................................................................... ............................. FElic.............................. iVIN 11 .................... ir --- S. -W,** -------- * ..... * ... * ... * ....... Owner F,0, 5&X 25Z� es , .4VVry0)j?jAj C— .................................................................................................. ................................................ I ............. : ................................. Installer Address Type of Building -7We ` '--- Size Lot-*+/-.OZG.Sq. feet Dwelling — No. of Bedrooms .......................... ........... ----- E,pansion Attic Garbage Grinder Other — Type of Building ---------------------------- No. of persons ---------------------------- Showers Cafeteria Other fi!#r Design Flow ................................. a Ions per person a . Total ow .................. . ........................ y4b,* ell Septic Tank—Liquid ca cgt�_ gallons,, 1#41gth ............... Width 7-./ ..... . Diameter --------------- .......... I T-r—e=ci — N ------ ............ Width -------------------- Total Len' Disposa 0. gth ..... ............. Total leaching area .................... sq. ft. Seepage Pit No ------------_ ----- Diameter -------------------- Depth below inlet .................... Total leaching area .................. sq. f t. Other Distribution box Dosirwtank 4 0.5 SF-- 9 WATK4, PE !7v5A e; Percolation Test Resu Performed by ------------------ .......................... 08.V14 ---------------- Date ...... a ..... se. 19 c .7. Test Pit No. I ---------------- minutesperinch Depth of Test Pit--/ .............. Depth to ground water ........................ Test Pit No. 2 ................ minutes per inch Depth of Test Pit -------------------- Depth to ground water ........................ *L;;; ..Z.1.AA1 ..... .. ............. ------------------------- 91- 7— 1 ...... Description of Soil ..... Z. .... )4.z;W . .............. ........ ------- 5�4 AJ .......................... ...... ;47 ................................................................................................ .................. _ --------------------------------------------------------------------------------------------------------------- .............................. .................................... 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 Environmental 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. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---------------------------------------------- OF ------------------------ ---------------------- --- ---------------- ------------- ---------- Certifirate jof QuIvraptiance 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 Environmental 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 No......................... .......................................... OF ..................................................................................... FEE ........................ Uispaoal Workii Tonotruawn ranfit Permissionis hereby granted .............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo ........ ................................................................................................................................................ Street as shown on the application for Disposal Works Construction Permit No ..................... Dated .......................................... .. .......................................................... Board of Health DATE................................ ............................ Form 1255 (�) HOBBS&WARRENTM Publishers Town of North Andover ORTh to , 14, OMCE OF 0 0 COMMUNITY DEVELOPMENT AND SERVICES 146 Main Street KENNETH R. MAHONY North Andover, Massachusetts 0 1845 SACHU Director (508) 688-9533 TOWN OF NORTH ANDOVER BOARD OF HEALTH October 5, 1995 CERTIFICATE OF COMPLIANCE This is to certify that the individual subsurface disposal system constructed ( ) or repaired (X) by Timothy Spencer installer at 271 Barker Street, North Andover has been installed in accordance with the provisions of TITLE 5 of the State Sanitary Code and with Board of Health regulations as described in the Design Approval Permit #725 dated May 11, !995. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORILY. Board of Health Inspector BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Julie Parrino D. Robert Nioetta 1�fichael Howard Sandra Staff Kathleen Bradley Colwell Town of North Andover, Massachusetts Form No.2 *oRTh BOARD OF HEALTH 4L o 19 DESIGN APPROVAL FOR CHU SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant -155P njj��6 I I Test No. Site Location ea:) I &AJCA� Reference Plans and Spec Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN, BOARD OF HEALTH Fee -(Po. Site System Permit No. 3�s -1 SEWAGE PUMP STATION DESIGN COMPUTATIONS For 271 Barker Street North Andover, Ma. OWNER: APPLICANT: Home Savings of America Same DATE: May 8, 1995 Revised May 12, 1995 I HANCOCK SURVEY ASSOCIATES, INC. 235 Newbury Street, Route I North DANVERS, MASSACHUSETTS 01923 (508) 777-3050 (508) 662-9659 (508) 352-7590 (508) 283-2200 JOB Z 7/ SHEET NO.- OF CALCULATED By 7717- -DATE CHECKED By SCAL DATE .. . .... ..... 14- 4�. r_ ........ .............. A4 2 ............. ..... ..... . ... ... ... . ........... ..... .......... .' 4-- 44 j........... ............. ......... .......... ....... ... ..... .. .. . ............. 07 ......... . ........... ........... .......... .......... :511.3_:� .... ........ ... .... . ......... .......... . .......... r-4 Z_ a- 7 e14 )01U'E�ts' m p I_7C Na: ..L 4W 0 .6�j V/ 0'v 4 j5;, 7PT . ............ ;e' HANCOCK SURVEY ASSOCIATES, INC. 235 Newbury Street, Route I North DANVERS, MASSACHUSETTS 01923 (508) 777-3050 (508) 662-9659 (508) 352-7590 (508) 283-2200 z JOB 0-7 1 eA g 9 z -=- 9: ':: 2�- SHEET NO..... 2- - OF 9 CALCULATED BY- U77,-15;1 17 - DATE-lPrJ(P-) '00 CHECKED BY X KNEES 0 WOMEN STANDARD IMPELLER SIZE OSSEO woman BEENE, Pump HP Imp. Dia. NEESE 0.4 NOSES 5.44 NEESE MENEM MENEM woman KNEES BEENE MENEM 0 NUNN a SOMME, MENEM Emmon an an 0 WOMEN NEESE Knumn MENEM a Mason SOMME Susan soon woman SOMME mmons bg:lqmm so MENEM NEESE sk"40 on Mason funize on 01101106 so SOMISE an nob:48 an smoft; 0 rd Mason KNEES Fd� unnon Mason WE MENEM an BEENE nownswon woman a a REENNUMIN 1z. son CoNamonnus No son a MEN on n mmnb'.4 among None BEEN& %BEEN a KRONE WOMEN amons a nownewaswe Mason MEESE 0 MON munnsommoo WOMEN a 006 INEREEMONNE Mason a son unnnsons BEENE a own 010mossan SOMME MENEM sommonskim moons mossemou"n 0 Masao a a Nunn SOMME moons MENEM a an MENEM NEESE Noun a 0 son man mass ANNE HOMES Oman MENEM MENEM nommonsms 06ELVE a ME moons moons mosessous L4 L. EMMONS EomE names MENEM mammon mosokis k molsons no ll mogunwo on MEN BEENE smomalill onamookol a usenommo Ll c It u LL 0 CO) CO) 0 LU z 0 .j U) 6-37 (D E E c E 0) C > (1) cts N (1) M .c -1 c o c < co > CU co E 0 .0 E co a) 0) a :3 a ca > -C o 0 U- 0 U- 3: 0 Is BARNEeSUBMERSIBLE NON -CLOG PUMPS Series: SE, Manual & Automatic 1-1/2" Spherical Solids Handling Series: SEA HP 1750 RPM (SE411 & SE421) THE BELOW LISTINGS ARE FOR SE411, SE411A & SE421 ONLY. ca Canadian Standards Association a File No. LR16567 Underwriters Laboratories Inc. File No. E142177 Description: SUBMERSIBLE NON -CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS. Sample Specifications: Section 1 Pages 13-14. Specifications DISCHARGE: LIQUID TEMPERATURE: VOLUTE: MOTOR HOUSING: SEAL PLATE: IMPELLER: Design: Material. SHAFT: SQUARE RINGS: HARDWARE: PAINT: SEAL: Design: materiat CABLE ENTRY SPEED: UPPER BEARING: Design: Lubrication: Load. LOWER BEARING: Design: Lubrication: Load. MOTOR: Design: Insulation: SINGLE PHASE: FLOAT: OPTIONAL EQUIPMENT: CRA PUMPS & SYSTEMS Barnes Pumps, Inc. Barnes Pumps, Inc. Distributor Sales & Service Dept. Bid -To -Spec & Project Sales 420 Third Street/P.O. Box 603 1485 Lexington Ave. Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674 Ph: (513) 773-2442 Ph: (419) 774-1511 F.qy- lr,111 771-99'AR 9:- (A 10% 77A_1 rin SECTION 1A PAGE 1 DATE 5/94 REPLACES 2" NPT, Vertical 1040 F Continuous. Cast Iron, ASTM A-48 Class 30. Cast Iron ASTM A-48, Class 30. Cast Iron ASTM A-48 Class 30. 2 Vane, Open, With Pump Out Vanes On Back Side. Dynamically Balanced, ISO G6.3. Zytel 70G43 Nylon, Glass Filled. 416 Stainless Steel. Buna-N 300 Series Stainless Steel. Air Dry Enamel. Single Mechanical, Oil -Filled Reservoir, Secondary Exclusion Seal. Rotating Face - Carbon Stationary Face - Ceramic Elastomer - Buna-N Hardware - 300 Series Stainless 15 ft. Cord w/Plug On 115 and 230 Volt, Pressure Grommet For Sealing And Strain Relief. 1750 RPM (Nominal). Sleeve Oil Radial Single Row, Ball Oil Radial & Thrust NEMA L Torque Curve. Completely Oil -Filled, Squirrel Cage Induction. Class A. Permanent Split Capacitor (PSC). Includes Overload Protection In Motor. Automatic Models. Wide Angie, Polypropylene, 15ft. Cable. SE41 1A & SE421A, Float w/Plug Attached To Discharge Piping, S E41 1 AU & S E421 AU Float Attached To Pump. ON and OFF Points are Adjustable. Seal Material, Additional Cable and Cast Iron Impeller. W NBER I SECTION 1A PAGE 2 DATE 5/94 REPLACE FULL SE411A & 421A SE411 & SE421 (Loss Float) SE411AU & 421AU 120. 1 umping 9.00 Differential I 16.00 , UO0, q 4.00 4 1 7.72 4 00 1200 9.00 Pumping Differential 16.00 4.00 '2 MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD NO. NO. (Nom) CODE LOAD ROTOR SIZE TYPE OD AMPS AMPS 068701 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE411A 082215 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE41 1AU 093193 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE421 082089 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 SE421A 093194 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 SE421AU 093195 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 mercury bwitcn on z5t4i iA & mecnanicai on bt4ZIA, L;aDie ib/z, biuvv-A, u..jzu u.u., viggy-tiaCK I - Mechanical Switch (SE41 1AU & SE421AU), Cable 14/2, SJOOW-A (UL), SJOW (CSA), 0.370 O.D. IMPORTANT1 1.) W NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS. 2.) THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION [I. 3.) THIS PUMP IS HM APPROVED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER INSTALLATIONS,DECORATFVE FOUNTAINS OR ANY INSTALLATION WHERE HUMAN CONTACT WITH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING. 4.) PUMP CAN BE OPERATED DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. ICRANE_] PUMPS & SYSTEMS Barnes Pumps, Inc, Distributor Sales & Service Dept. 420 Third Street/P.O. Box 603 Piqua, Ohio 45356-0603 Ph: (513) 773-2442 Fax: (513) 773-2238 Barnes Pumps, Inc. Bid -To -Spec & Project Sales 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-15 11 Fax: (419) 774-1530 R BARNE9'MERCURY LEVEL CONTROLS Pipe Mounted & Suspended Pipe Mounted: P/N's: 073613, 073615 & 073617 Suspended: P/N's: 073612, 073614 & C" ICRA PUMPS & SYSTEMS Barnes Pumps, Inc Distributor Sales & Service Dept. 420 Third Street/P.O. Box 603 Piqua, Ohio 45356-0603 Ph: (513) 773-2442 Fax: (513) 773-2238 Specifications: CABLE: Materiat Size: HOUSING: Materiat Color CLAMP: WEIGHT: TEMPERATURE RATING: SWITCH: SWITCH RATING: Description: SECTION 6C PAGE 47 DATE 7/93 REPLACE Open 18-2 SJO W -A, 41 Strand x #34, 90*C .29 Dia. x (See Chart for Length) Polypropylene Normally Open - Blue Normally Closed - Red Adustable 1"-3" Stainless Steel with Polypropylene Saddle. (Models 073613, 073615 and 073617) Suspended, 2.25" Sph. lead weight with Adjustable stainless steel fittings (Models 073612, 073614 and 073616) 600C Mercury, Narrow Angle, Horizontal 4.5A @ 115VAC RES 2.25A @ 230VAC RES The Mercury Level Controls are available in either a pipe mounted or suspended configuration with 25 to 200 feet of cable on P/N's 073612, 073613, 073614 & 073615; P/N 073616* with 15 feet *(use 073612, for longer lengths). P/N 073617 with 15 & 20 feet. They are pilot duty devices which control the function of motor load devices, such as contactors, motor starters, and power relays, to automatically cycle a pump or pumps. They can also be used for alarm signaling devices. Two Mercury Level Controls for a one pump operation; three for a two pump operation. If an alarm device is used, add another Level Control. LEVEL CONTROL SELECTION CHART Control Number Cord Length Type Installation Contacts 073612 25 to 20OFt. Suspended Open 073613 25 to 20OFt. Pipe Mounted Open 073614 25 to 20OFt. Suspended Closed 073615 25 to 20OFt. Pipe Mounted Closed 073616 *1 5Ft. Suspended Open 073617 15 & 20Ft. Pipe Mounted Open State cord length at time of ordering Barnes Pumps, Inc. Bid -To -Spec & Project Sales 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 SECTION 6C PAGE 48 DATE 7/93 REPLACES 1 7/92 A 4.50 4 Ft" PRUMPAMM4k tl TYPICAL SIMPLEX WIRING SCHEMATIC L1 L1 ON L2 3 OFF STARTER COIL AUXILIARY CONTACT TC TYPICAL ALARM WIRING SCHEMATIC I I F — — I —M—d k--+ L_ J ALARM CONTACT (MINI -FLOAT) TYPICAL PIPE MOUNTED INSTALLATION: General Comments: 1 . Never work in the sump with the power on. 2. Attach the Level Controls to the mounting pipe or the pump discharge pipe. The "off'float should be below the "on" float in a "pump out" application. 3. Arrange the Level Controls so they do not tangle or hang up. 4. Insert the hose clamp through the two slots in the pipe/cable cAamp, circle the discharge pipe with the hose clamp, feed the end of the hose clamp through the screw and tighten. 5. Measuring the difference between mounting points given the "pump down" differential. * Important Notes -Mercury Level Controls are pilot duty devices. They cannot be used to directly power pump motors. Also, do not use Mercury Level Controls in gasoline or other combustibles. Mercury level control are compatible with intrinsically safe relays. CRANE PuMPS & SYSTEMS Barnes Pumps, Inc. Distributor Sales & Service Dept. 420 Third StreettP.O. Box 603 Piqua, Ohio 45356-0603 Ph: (513) 773-2442 Fax: (513) 773-2238 Barnes Pumps, Inc. Bid -To -Spec & Project Sales 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 SILENCE 3 c E2 ALARM LIG R R1 1][ 2 AUDIBLE ALAR /MOUNTING OR DISCHARGE PIPE "ON" FLOAT 00�' DIFFERENTIAL "OFF" FLOAT IZI M 501 ko k BARNES 0 ALARMS Wall Mounted e M e P/N: ( 061486 FOR IN� SE ONLY. P/N: 061487 FOR INDOOR USE ONLY. PUMPS & SYSTEMS SECTION 6A PAGE 43 DATE 7/93 REP CES 10 10/85 Specifications: 061486 High Water Alarm includes stainless steel wall plate with red jewel light and one mercury level control with 10 ft. of 18/2 cord. 2.75 3.81 4.F25qI nO 2 HOLES FOR 6-32 x 114 SCREWS 061487 High Water Alarm (Solid State) includes stainless steel wall plate, audible and visual alarm with silencer button and one mercury level control with 10 ft. of 18/2 cord. 4.56 3.28 4.50 1.81 Barnes Pumps, Inc Distributor Sales & Service Dept. Barnes Pumps, Inc. 420 Third Street/P.O. Box 603 Piqua, Ohio 45356-0603 Bid -To -Spec & Project Sales 1485 Lexington Ave. Ph: (513) 773-2442 Fax: (5 13) 773-2238 Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 I Town of North Andover, Massachusetts Form No. 3 BOARD OF HEALTH ,koRT" 19 95 0 DISPOSAL WORKS CONSTRUCTION PERMIT CH Applicant VA/-� '-2-jr TELEPHONE NAME ADDRESS Site Location Permission is hereby granted to Construct ( ) or Repair k� an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. Fee CHAIRMAN, BOARD OF HEALTH D.W.C. No. 2 5 q PITS MIN 660 LEACHING MIN 1 (131xl6l) PIT MANHOLE/PIT GW MIN 4' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT (L x W x #)' + SIDE (2x(L+W)xD x #) X LOAD (G/ft-2) = TOTAL CH IBERS MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE .005 BED/TRENCH _ (Bed max. 601 X 601) MIN 131 X 161 PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 X (L+W)XD X #) (G/ft2) LIELDS MIN 660 GPDA' 900 ft2 BED PERC RATE FASTER THAN 20M1IN0jk:-' GW MIN 4' BELOW BOTTOM OF FIELD—,�_ PIPE ENDS JOINED? 4" PEA STONE?.k— - DIST LINE SLOPE -005? >3'COVER-VENT SCH 40 C-""" MIN 1211 COVER RATE LDG 'J-3 X 660 TOTAL ft2ta- REQ'D (ft2) LXW DOSING TANKS AND PUMPS DIMENSIONS <1 X e,/'o I'll X PUMP CAPACITY 9pm L W Vol. DISCHARGE SIZE_!�-� DISCHARGE RATE DISCHARGE TIME (� 7NId 9pm ,61?4c--6y MANHOLES TO GRADE L-""�ALARM SEP. CIRC, GW 04�Min. 11 below inlet) HWL LWL CHECK VALVE L-,----B—LEEDER HOLE MANUAL OP. SWITCH.,Y Copyright Q 1993 by S.L. Starr SEWAGE PUMP STATION DESIGN COMPUTAFIONS For 271 Barker Street North Andover, Ma. OWNER: APPLICANT: Home Savings of America Sabie DATE: May 8, 1995 JOSEPH SERWATKA CIVIL Lol HANCOCK SURVEY ASSOCIATES, INC. 235 Newbury Street, Route 1 North DANVERS, MASSACHUSETTS 01923 (508) 777-3050 (508) 662-9659 (508) 352-7590 (508) 283-2200 JOB Z/ SHEET NO. '/ - OF CALCULATED BY 77- DATE CHECKED BY DATE HANCOCK SURVEY ASSOCIATES, INC. 235 Newbury Street, Route 1 North DANVERS, MASSACHUSETTS 01923 (508) 777-3050 (508) 662-9659 (508) 352-7590 (508) 283-2200 JOB 0,7 1 &A -PK -r --Z 45 -T -- SHEET NO. 21 - OF - 42 CALCULATED BY U7�1 DATE CHECKED BY qr.Al F DATE MENEM MENEM SEMEN, STANDARD— Mason manno� IMPELLER SIZE numan MENEM Moson MENEM; Pump HP Imp. Dia. 0.4 5.44 on on moans moans owns MENEM song moons Bonn Mason MOEN mass as No on ON an on moons nk� ON moans Knows on somon ENRON an as MENEM none A MENEM 'Name Z 0 museum ONE 110411 a mammon moons 11111611% on onowL MENEM so myrAm Eamon a 0 son 'LN%AME WN sonswommon moons as a& a MEN Whilqu an loommonsum OVA ankc mossomon OEM no,: on %monsoon was 0 ibill some on wommonso Eamon an mommuncomnvv Non OMEN moons ON MEN owns somms k; 1,6411111111 now son soon Mason a Moons 011 moons on Was a A 0 won noun No so NONE somakinnomon own Z Mason a ME Eamon Eamon a on Eamon moons man '411111111 a mom an Non so 'Now MENEM Oman in sommenn anon Eve NONE NONE look, MEMNON on NEON a now on Nunn Was MIMMEMEMME Ransil a on noon Mh:mMlb now DINESS 1121111111111111 OMEN mossonkLum'bqmnm SILVER ME lineman MEMNON soon Mon 0 Maness MENEM Monson ENRON sonLRanklonsoonkin own man a 11111110110 WERE 11.111kov son Emmons on! N ONE MEMBER ul) T - w cm CO) m 0 LL V) 0 w z < I 0 -i w 6-33 E ca E cn E cu cu N c (D o E c U) m < cu > cc 75 E U) 0 0) — E (D .c CX 73 > 4) E f -6 0 LL 0 - EL LL c Q - CU 0 > o FA BARN Ee SUBMERSIBLE NON -CLOG PUMPS Series: SE, Manual & Automatic 1-1/2" Spherical Solids Handling Series: SEA HP 1750 RPM (SE411 & SE421) THE BELOW LISTINGS ARE FOR SE41 1, SE41 1A & SE421 ONLY. C0 Canadian Standards Association " File No. LR16567 Underwriters Laboratories Inc. OD File No. E142177 Description: SUBMERSIBLE NON -CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS. Sample Specifications: Section I Pages 13-14. I CRANE I PUMPS& SYSTEMS Specifications DISCHARGE: LIQUID TEMPERATURE: VOLUTE: MOTOR HOUSING: SEAL PLATE: IMPELLER: Design: Materiat SHAFT: SQUARE RINGS: HARDWARE: PAINT: SEAL: Design: materiat CABLE ENTRY: SPEED: UPPER BEARING: Design: Lubrication: Load. LOWER BEARING: Design: Lubrication: Load. MOTOR: Design: Insulation: SINGLE PHASE: FLOAT: OPTIONAL EQUIPMENT: Barnes Pumps, Inc. Barnes Pumps, Inc. Distributor Sales & Service Dept. Bid -To -Spec & Project Sales 420 Third Street/P.O. Box 603 1485 Lexington Ave. Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674 Ph: (513) 773-2442 Ph: (419) 774-1511 Fax: (5131 773 -22 -'AR C- 1A 4 M 11. . - SECTION 1A PAGE DATE j/_94 REP XC_ES _j/_9 3— 2" NPT, Vertical 104* F Continuous. Cast Iron, ASTM A48 Class 30. Cast Iron ASTM A48, Class 30. Cast Iron ASTM A48 Class 30. 2 Vane, Open, With Pump out Vanes On Back Side. Dynamically Balanced, ISO G6.3. Zytel 70G43 Nylon, Glass Filled. 416 Stainless Steel. Buna-N 300 Series Stainless Steel. Air Dry Enamel. Single Mechanical, Oil -Filled Reservoir, Secondary Exclusion Seal. Rotating Face - Carbon Stationary Face - Ceramic Elastomer - Buna-N Hardware - 300 Series Stainless 15 ft. Cord w/Plug On 115 and 230 Volt, Pressure Grommet For Sealing And Strain Relief. 1750 RPM (Nominal). Sleeve Oil Radial Single Row, Ball Oil Radial & Thrust NEMA L Torque Curve. Completely Oil -Filled, Squirrel Cage Induction. Class A. Permanent Split Capacitor (PSC). Includes Overload Protection In Motor. Automatic Models. Wide Angle, Polypropylene, 15ft. Cable. SE41 1A & SE421A, Float w/Plug Attached To Discharge Piping, S E41 1 AU & SE42 1 AU Float Attached To Pump. ON and OFF Points are Adjustable. Seal Material, Additional Cable and Cast Iron Impeller. ER 5 N SECTION 1A PAGE 2 DATE 5/94 REPLACES 7/93 SE411A & 421A SE411 & SE421 (Less Float) SE411AU & 421AU I- An �e I 120* 9.00 Pumping Differential 16 00 4.00 2 MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORDI NO. NO. (Nom) CODE LOAD ROTOR SIZE TYPE OD AMPS AMPS SE41 1 A 082215 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE411AU 093193 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE421 082089 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 SE421A 093194 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 SE421AU 093195 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 Mercury Switch on SE41 1A & Mechanical on SE421A, Cable 16/2, SJOW-A, 0.320 O.D., Piggy -Back Plug. Mechanical Switch (SE41 1AU & SE421AU), Cable 14/2, SJOOW-A (UL), SJOW (CSA), 0.370 O.D. IMPORTANTI 1.) DO NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS. 2.) THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION IL 3.) THIS PUMP IS hM APPROVED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER INSTALLATIONS,DECORATFVE FOUNTAINS OR ANY INSTALLATION WHERE HUMAN CONTACT WITH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING. 4.) PUMP CAN BE OPERATED DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. CRAN PUMPS & SYSTEMS Barnes Pumps, Inc. Barnes Pumps, Inc. slu Distributor Sales & Service Dept Bid -To -Spec & Project Sales 420 Third Street/P.O. Box 603 1485 Lexington Ave. Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674 Ph: (513) 773-2442 Ph: (419) 774-1511 Fax: (513) 773-2238 Fax: (419) 774-1530 BARNES! MERCURY LEVEL CONTROLS Pipe Mounted & Suspended Pipe Mounted: P/N's: 073613,073615 & 073617 Suspended: P/N's: 073612, 073614 & C" CRANE]PUMPS & SYSTEMS Barnes Pumps, Inc Distributor Sales & Service Dept. 420 Third Street/P.O. Box 603 Piqua, Ohio 45356-0603 Ph: (513) 773-2442' Fax: (513) 773-2238 Specifications: CABLE: Material: Size: HOUSING: Material. Color CLAMP: WEIGHT: TEMPERATURE RATING: SWITCH: SWITCH RATING: Description: SECTION 6C PAGE 47 DATE 7/93 REPLACES Open 18-2 SJO W -A, 41 Strand x #34, 900C .29 Dia. x (See Chart for Length) Polypropylene Normally Open - Blue Normally Closed - Red Adustable 1"-3" Stainless Steel with Polypropylene Saddle. (Models 073613, 073615 and 073617) Suspended. 2.25" Sph. lead weight with Adjustable stainless steel fittings (Models 073612, 073614 and 073616) 600C Mercury, Narrow Angle, Horizontal 4.5A @ 11 5VAC RES 2.25A @ 230VAC RES The Mercury Level Controls are available in either a pipe mounted or suspended configuration with 25 to 200 feet of cable on P/N's 073612, 073613, 073614 & 073615; P/N 073616* with 15 feet *(use 073612, for longer lengths). P/N 073617 with 15 & 20 feet. They are pilot duty devices which control the function of motor load devices, such as contactors, motor starters, and power relays, to automatically cycle a pump or pumps. They can also be used for alarm signaling devices. Two Mercury Level Controls for a one pump operation; three for a two pump operation. If an alarm device is used, add another Level Control. LEVEL CONTROL SELECTION CHART Control Number Cord Length Type Installation Contacts 073612 25 to 20OFt. Suspended Open 073613 25 to 20OFt. Pipe Mounted Open 073614 25 to 20OFt. Suspended Closed 073615 25 to 20OFt. Pipe Mounted Closed 073616 *1 5Ft. Suspended Open 073617 15 & 20Ft. Pipe Mounted Open State cord length at time of ordering Bames Pumps, Inc. Bid -To -Spec & Project Sales 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 7 SECTION 6C L; PAGE 48 DATE 7/93 R EPLACES 7/92 4.50 M BARNS PUWB. M mm 4KW-1� M TYPICAL SIMPLEX WIRING SCHEMATIC Ll ON L2 Ll C,--� --r— 0� OFF STARTER COIL AUXILIARY CONTACT TO MOTOR TYPICAL ALARM WIRING SCHEMATIC L1 120V 60HZ --------------- I F – – 1 ALARM CONTACT (MINI -FLOAT) GeneralComments: TYPICAL PIPE MOUNTED INSTALLATION: I. Never work in the Sump with the power on. 2. Attach the Level Controls to the mounting pipe or the Pump discharge pipe. The "off"float should be below the "on" float in a "Pump out"application. 3. Arrange the Level Controls so they do not tangle or hang up. 4. Insert the hose clamp through the two slots in the pipetcable clamp, circle the discharge pipe with the hose clamp, feed the end of the hose clamp through the screw and tighten. 5. Measuring the difference between mounting points given the "Pump down" differential. 1 $ * Important Notes -Mercury Level Controls are pilot duty devices. They cannot be used to directly power Pump motors. Also, do not use Mercury Level Controls in gasoline or other combustibles. Mercury level control are compatible with intrinsically safe relays. f%M A ikor- L�f�� rurvir-4 & bTSTEMS Barnes Pumps, Inc. Barnes Pumps, Inc Distributor Sales & Service Dept. Bid -To -Spec & Project Sales 420 Third Street1p.O. Box 603 1485 Le ington Ave. Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674 Ph: (513) 773-2442 Ph: (419) 774-1511 Fax: (513) 773-2238 Fax: (419) 774-1530 SILENCE E2 ALARM LIG R RI 2 AUDIBLE ALAR ///MOUNTING OR DISCHARGE PIPE "ON" FLOAT DIFFERENTIAL "OFF" FLOAT N BARNES@ALARMS Wall Mounted M e P/N: 061486 FOR IN� SE ONLY. (( -no) P/N: 061487 FOR INDOOR USE ONLY. Pumps & SYSTEMS SECTION 6A r -p%" 1 43 DATE 7�7/ 93 REPLAtff§-1-1-0/85 Specifications:- -------- a 061486 High Water Alarm includes stainless steel wall plate with red jewel light and one mercury level control with 10 ft. Of 18/2 cord. 2.75 2 HOLES FOR � F3.8 1 6-32 x 1/4 4.25 SCREWS 061487 High Water Alarm (Solid State) includes stainless steel wall plate audible and visual alarm with silencer button'and one mercury level control with 10 ft. Of 18/2 cord. 4.56 69)— a— t 1 3.28 0 4.50 1.81 Bames Pumps, Inc Distributor Safes & Service Dept. 420 Third Streetip.o. Box Barnes Pumps, Inc. Bid-To-SPec & Project Sales 603 Piqua, Ohio 45356-0603 1485 Lexington Ave. 1 Ph: (513) 773-2442 Mansfield, ON 44907-2674 Fax: (513) 773-2238 Ph: (419) 774-1511 0 Fax: (419) 774-1530 JUNE 13, 1995 TOWN OF NORTH ANDOVER BOARD OF HEALTH TOWN HALL NORTH ANDOVER, MA. 01845 RE: 271 BARKER STREET VARIANCE REQUEST MEMBERS OF THE BOARD: ON BEHALF OF MY CLIENT, HOME SAVINGS OF AMERICA, I HEREBY REQUEST THE FOLLOWING VARIANCES FROM THE TOWN OF NORTH ANDOVER AND TITLE FIVE SEPTIC REGULATIONS ASSOCIATED WITH THE PROPOSED SEPTIC SYSTEM REPAIR AT 271 BARKER STREET. 1. DISTANCE TO BORDERING VEGETATED WETLANDS: NORTH ANDOVER REGULATIONS REQUIRE 100 FOOT SETBACK; 60 FOOT MINIMUM SETBACK HAS BEEN PROVIDED. 2. SYSTEM LOADING RATE: NORTH ANDOVER REGULATION REQUIRE 165 GPD/BDRM.; 110 GPD/BDRM. HAS BEEN PROVIDED IN CONFORMANCE TO TITLE 5 DUE TO SPACE CONSTRAINTS. 3. SEPARATION FROM HIGH GROUNDWATER: TITLE 5 REQUIRES FOUR FOOT SEPARATION, BUT THREE FOOT SEPARATION IS ALLOWED AS A LOCAL VARIANCE BY THE APPROVING AUTHORITY. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THESE VARIANCE REQUESTS, OR REQUIRE FURTHER INFORMATION ON THIS MATTER, PLEASE FEEL FREE TO CONTACT ME. VERY TRULY YOURS, JOSEPH J. SERWATKA, P.E. 1�91e ZQ- WAWIAMWIOW�Almlrd�� VlAe-z-�- ego G,11C (2 4�j Code End PU3 OPOO Code tart P84S OPOO Staple aidels io 0 SEPTIC SYSTEM INSPECTION FORM ADDRESS "Z � 6 2) DATE INSPECTED PROPERLY FUNCTIONING? N WEATHER CONDITIONS COMMENTS: DYE TEST PERFORMED? Y N DATE? SKETCH: 1� HAUL LIC # 777 $100 1996 JNST LIC # 659 $200 1996 NO ANDOVER BOH TOWN HALL ANNEX 120 MAIN STRW2 NO ANDOVER, MA 01845 pH# 508-682-6483 508-688-9540 FAX 508-688-9556 STEWART 1 S SEPTIC TANK SERVICE 47 RAILROAD STRE� BRADFORD, mA 01835 508-372-7471 jouy 3, 1996 Dear SIRS: propertie . s that we pmped in yoUr tOwn- The following is a list Of lations, we are coplying bry sending You In accordance with TITLE v requ the following on a monthly basis, if need be* If we didn't PuNP, Y . ou will not be notified' k1l GALLONS PUMP DATE ADDRESS 04-01-96 197 ABBOTT STREET DRIVE 1,500 11000 04-02-96 A 105 WINTERORM 42 OLYMPIC LANE 1,000 11000 04-04-96 A 71 PENNI LANE 492 SH ARP NER IS POND ROAD 11000 1,500 04-06-96 A 39 HAYMEADOW ROAD 1,000 04-08-96 498 WIN TER STREET BRADFORD 11000 187 SOUTH 11000 04-09-96 A 495 REA STREET 706 FOSTER STREFEr 1,000 1,000 04-10-96 A 04-11-96 A 83 CAMPBELL ROAD LANE(?) 1,500 04-11-96 A 43 CHRISTIAN 7 HAymEADOW ROAD 1,000 1,000 04-12-96 1577 SALEM STREOT 1,000 HEAVY 04-13-96 278 BARKER STREET 30 BRWrWOW CIRCLE 1,000 1,000 04-16-96 A 04-17-96 A 27 COACHMAN IS LANE PLAIN ROAD 1,000 04-18-96 369 HIGH 28 CEDAR LANE 11000 1,000 A 121 CAMPBELL ROAD 2,200 04-19-96 A 160 BRIDALPATH 'A" 200 RALEIGH TAVERN LANE 1,500 04-20-96 A 1 GARFIELD LANE 1,800 A k1l 71 Phi�eip Arrigo Bar ejr St, AP1PMLA1LCTAjTj10X 'PCR SEWAGE D.TspCSAL pa DEPART)OT...NCRTH ")., TALLAT.Tol I hereby Oake application J, MASS. JB�ar�ke�r' St, for a th all t, Perjnit for a Sewage disposal I stalla �rdanojo 'I Wlt�h he laws Of n of the Board oj- Health of t the C mmonwe Install ti at he T this system in Own Of North Aajth Of Massachusetts dIame hrther, ndover. and regulations I will 'construct the house sewer 'of be ter being 4 Inches and will Maittain a and Spigot PI Preceding the septi 0 concrete septic ta 0 tank minimum grad the minum cleaning will be nk of .20here the grade Shall not exce", Of 1% until 10 -feet - -j' Od 2%. 1 wIll Install d Ith �remo4blo A mano,e ( Inches Of the gr Provide' size. s) Perrdttl Jointed bell ando"d surface. I will cover (a) V easy. series of trencheSP190t Ackro" Provide of iron or concrete 'with 12 a the botton, pipe at least 4 subsurface disposal field in f set of �V Inches In diameter With open layer of of which w1ll PrOvIde a minimum of and laid in a washed grafectIve absorption area. The Pipes w1l 170 (41al) and the pI vel Or crushed above the stone rangin I be lal crown Pea will be surrounded g In Size from d On a 6 inch Of the pipe. by SIMIlar 3A to i clogging and before The Joints material to a h,,,--1/2 Inches Of these pipes will be proteht Of 2 Inch" fLUIA9 the trench 2 inches 0) will be Placed OvOr th A 11 tfaeoted at a gftde of 4 to e course gra Of gravel or Stone CtOd from length a vol or stone, The disposall/811 to IAI, of 6 feet will be 'nches'100 feet,, No single t1l, t nd in anv case# two lines Of t4-1- field win be and he a maintainei 'rag9 depth of trenbetween the c6nter 'no will exceed StallmtjcW ah shall 'not exceed be Installed. A minlmm a will be .1088 than 1()o f lines Of the disposal et fr 36 Inches No pmt Of the in. 'ny Strea14 field trenches 20 feet a fro" any dwelling Om any Private wa an I or 10 feet ter GUPP:LYJI 25 feet from as Provided below h In from any props may a tached to the Perr to Inco at rty line. T 4mhL # ar dt" Plot rporate any additl a I r t h -in r require a t t DATE 7/1V57 P3Ans Must be eubr4t ed with application 1 hereby Issue the above permit f9r the nature Of A Ando"ro Massachusetts. "Oard Of Health DATE 7/11/57 Of the Tom Of ROfth gnat of &a1th as I have inspected the uncovered Ure alth DATR 137stft Indicated above and find everything do.. -hil Of Ins �ture � �peotj�ng�� Pereclatioln Test f S t of at Ceficer. -V OL,,7n Garbage Grinder 130ARD OF BEAUTH lal" 0F'NORTlf ANDOVERt bjASS. -d A 1. NAIZ .14 - -, . . . . . 0 . DATE 7 .... .. ....... 2. ADDRESS LOT NO- -7, TEL.ef-e, 3. No. OF BEDROols DEr, YES e-- . , Noll I. 49 GARBAGE GRINDER yf S,. SHOW DIJ-Ej�]Sjo% OF HOUSE 6. SHOW DISTANCES OF HOUSE To ALL PROPERTY LIMS 7a SHOW DlPiENSIONS OF LOT SHOW LOCATION AND SIZE CP SEPTIC TANK CR CESSPOOL 9- NOTE LOCATION AM DISTAlIC19 CP WELL FRojj SEU 'RAGE SYSTEM 10. SHOW LOCATION CF BROOKS 0 STREWZ DlTCjWjp LEDGE OUTCROP, ETC. 1.19 SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FRO?.,, HOUSE NOTE: LOCAL REGULATIONS SHOULD EE READ CAWULLy 4'2 �7- July 81 1957 Miss Mary Sheridan R. N. Health Agent Board of Health North Andover, Mass. Dear Miss Sheridan: An examination was made as requested in order to determine the suitability of the soil for the subsurface disposal of sewage on the proposed Barker St. building site of Phil Arrigo. The subsoil in the area was of a sandy clay content and a 1 -minute percolation test was conducted. The land in general is high, but on a water shed. It is recommended that a 750 gallon concrete septic tank be installed together with 170 lineal feet of drain pipe in order to take care of an automatic washer. Very truly yours, �)j't . L.L A -A - William J.. iscoll �13AOO 0,L iin q :0J, CMIHJ,,�NV�I,L siNj i,� iNn.� HA0AUUV3 MIOS WOLLIONOD 00011) :SN0ILVAU�fl() 3 W IM O�f :33 IA'd 3 S J 0 3,d nL s3A ON :)4Nvj,,)ljd3s S3 A 0 N : -1 () 0 d wn d. ALiLNyno :oNidwn8 jo i,i,\.n 14 0 4-J o/ �4J ?,i (�.�noq jo I uojj )j3l :Aid w VXA) N C) 1. 1 � V.-) ()'I 1A 111 t coo? 7 "T 1. DNIdWfld NSISA's