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0065 INDEPENDENCE DRIVE - Health (4)
r5 =rde(��d,e�ce. r�e.�v� �c�m-'u° ` a°�S-61�-X oZ - �C �- - i �v 85-404 S 85-405 Fps„ THE COMMONWEALTH OF MASSACHUSETTS System #5 of 5 BOARD OF HEALTH � TOWN OF BARNSTABLE, MASSACHUSETTS ...... . . . ................... Appliratioo for Eliopoiittl Works C mitrur ion "rani# Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: .West side of Independence Drive, North of Iyannough Rd..-Hyannisa Massachusetts ............. -•..._..... ................. .•-•..................•--- ..... -----•-------- ............ Location-Address or Lot No. The Flatley Company 150 Wood Rd. Braintree MA 02185 ----................. .... ......•..... ....•----....----••..................•......... . .............................._..............................................-•-.............-•- Owner Address Installer Address Type of Building Dry Goods Store (32,713 S.F.) Size Lot...42_._74_-Ac:....U)SIt U Dwelling—No. of Bedrooms.......RIA.............................Expansion Attic ( ) Garbage Grinder ( ) pa, Other—Type of Building _l-eta-i.l-.2toxe No. of persons......VA............... Showers ( ) — Cafeteria ( ) Q' Other fixtures ...................... Design Flow_50_.gal,_(1QOQ_- per day. Total daily flow-163.6.................................gallons. WSeptic Tank—Liquid capacity 3000.gallons Length._16......... Width.....6......... Diameter..N/A_.._. DepthA'.3........ x * Disposal Trench—No. 3............. Width.....6............. Total Length......21.Ei...... Total leaching area.....1728......sq. ft. Seepage Pit. No.---__N�A__-_-.-- Diameter..__.VA....... Depth below inlet.....AL L....... Total leaching area........111.4---sq. ft. Z Other Distribution box (X ) Dosing tank ( ) * Flow diffusors Percolation Test Results Performed by.....Richard Silv.iera............................... Date.....VAI( .................... . .. P4348 Test Pit No.35..........2---minutes per inch Depth of Test Pit.........32...... Depth to ground water......... ......... . fi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P+ ------------------------------------------------------------•--.....--------•--...•-•-••--•------••-......................................................... D Description of Soil....... ee Test Pit #3S on construction__drawing.....:............................................•_•._.__....____ -----t Pit-#4S on construction drawings-................................................................ V .............................. ----- W -•---•-•-------- ------------------------------------------------------------------------------------------------------------------•---------------•---------------•------------------------•--••.....-- UNature of Repairs or Alterations—Answer when applicable......... IA............................................................................... -----------------------------------••-----------------•-----------------------------................--------•-•-------------------------------------------------.....-----------•-------••--•-•---•..... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T ITLE: 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in ope t n it a/C�erti- to of Compliance has been is d b the oard of health. VSigned--- -•-- -- ..r-...� ...............--•-•----- _----------___ Date A p c tion Approved BY - . . .�:��.----•. Date App11 tion Disapproved for the following reasons: --••-------------------------•-•---•--------•---------------••--••---------•------........-•---------•------........--•..............-------•-•-.....---------------------------•-------.......--------- .. - q 0 Lf Date Permit No................ ....... -....... _-�....... Issued.. Date .••..•...s.•s.•s•.ssss•ssssss••s•.s.s.s•s•s••ss•s.•••sss•••ssssssssss••.•r••••s••s••.sss•s•••sss..ss•.sssss•.••sss.ss•ssss+...'1 IL �� �� � o(� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 2 TOWN OF BARNSTABLE. , MASSACHUSETTS . ................................................... Trrtifiratr of Tompliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) bY----------------------------------------------------------•--------------------------•------------ ----..-------------------------------------------.----.--.---..-.-..---.---------- --------- I er �� � � s�.� 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.._ ...................................Sj '10Y�-� r� d'ated__..____._ __- Z-�-S_--...._... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ - Inspector.................................................................................... ------------------------------------------------- t85-405 rf r $y8`t@At ��5_Of 5 THE COMMONWEALTH OF MASSACHUSETTS ~� BOARD OF HEALTH TOWN OF 13AP.NSTABLE, MASSACHUSETTS Appliration for Disposal Works Tonotrur#inn Prrut # Application is hereby,,made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: West side of Independence Drive, North of Iyannough Rd., Hyannis„ Mastaachusetts ....:...........__..................------•-............. ....._............_....... .......----•--------- -- - -.........-- ... ................---.:....................... .The Flatlet' Companyiott Address 150 Wodd Rd. , Brafntrtee; MA 02185 .__ •........ ........ ----------- -------------.................... ..._......._......-•--------........_._..... Owner Address W Installer Address U Type of Building Dry Goods Store (32,713 S.F.) Size Lot....42.74 Ac. •• .... . Dwelling—No. of Bedrooms.......NIA.............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building Retail Sto> eNo, of ersons......�..A.............. Showers a YP g ... P ( ) — Cafeteria ( ) dOther fixtures .---.....--••----------------------•-...----•-----........-----.........--•---•------•-------....--•-••••-----•-•----•---••••••....-•--•••............ Design F1ow..54 g l./1000 S.F. �, � N per day. Total daily flow_.!P!6................................�lons. ......-- Septic Tank—Liquid capacity..30QQgallons Length... 6......... Width.....6........ Diameter..NMA...... Depth=..... Disposal Trench—No......3............. Width...... ............ Total Length.......216...... Total leaching area....1.12-8.....sq. ft. Seepage Pit No......N/A....... Diameter...... A...... Depth below inlet.....VA....... Total leaching area....:...NItL.sq. ft. Z Other Distribution box ( X) Dosing tank ( ) * Flow diffusors �+ Richard Silviera............................... Date......4Y4Y85.................... Percolation Test Results Performed by....................................... . ,'' . a P4348 Test Pit No. 3S.........Z..minutes per inch Depth of,jest Test Pit........_1Z...... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •'--•-•----------------------------------•-•---......................................._....---••••-•......................................................... D Description of Soil.......See-Test Pit #3S an construction drawings. - ........ .........••--•• ••------•--•-•------- - -----•--•------------ See Test Pit 4�45 on construction drawings. -- -------------- --------- .------------ -....... --.------------------- ------------------------- .------ •--------------- ....-•------------------------------------------•-'----------------•----------------••-•'---.......•----'-------- ............... .: V Nature of Repairs or Alterations—Answer when applicable........k�j� ......................_.......... .....--•--.....-•-----------------------'--•------------•--•--------.....-------------•--.............................---•------•-•----------------•---------•-•--.......................----••-••--••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with tylicatio*n ns of TIT 5 of the State Sanitary Code The undersigned further agrees not to place the system in ontil,� C 'ficate of Compliance has been issued by the board of health. Signed.............................................................. ....... Approved By........................- . . ......�.....- �. -• `S'' "..�� .�• ----- ----------•--•--------------._..__..._ ........................................ Date Application Disapproved for the following reasons---------------•-••-••-----......-•-•-----•--'-------•--•-------•---------------•......-------•---••-•-....--- .. ............................................................... PermitNo................................................... d..... Issue ........................•---•-•---........_na�..... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE, MASSACHUSETTS .. OF..................................................................................... (Intif iratr of Toutphaurr THIS IS TO CERTIFY, That the Individual. Sewage Disposal System constructed ( ) or Repaired ( ) by................................. ----...---.-------•-•-•------•-----.--------•------- ---•----------•---•--=--•--........................_..........-•••......••_-_.... ._...... `" Iqitallcr at.........I........................................................... " has been installed in accordance with the provisions of TITLE 5 ofT�he State Sanitary Code as described.in the application for Disposal Works Construction Permit No..................�.._...._....�-���--.`t`ated......_....._ r....................'-.�+``....... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ - Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS sf�' - C(%oq BOARD OF HEALTH TOWN BARNSTABLE, MASSACHUSETTS Nort ... . . ....................... OF .. ----........................--------................................... Dios tt1POrM uotrnrtion OrrutitPermission is hereb anted. �....-•----••.. ...I: .._...---•-•--•-•---••-----••----•.........................................................__.. Y l�� to Constrgct„(, or Itepair,( an Indivldual Sewage D<sposal Syste at No......... ........ :. """�`c ' ' � :' "' � T.— ......................................................... .-.'C. •--�► ._IK ... Street t ^ G/a K as shown on the application for Disposal Works Construction e� o.`'�` '_.trf'r-� Dated....... .. •- Board of Health DATE---•-•......•.......... .............'----•----................---:......... FORM 1255 A. 'M SULKIN, INC., BOSTON No-85-403 � 0rz_- c� System #4 Of 5 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF... BARNSTABLE.I MASSACHUSETTS Appliration for Disposal Works Tontrur#ion rrmit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: West Side of Independence Drive, North of Iyannough Rd. , Hyannis, Massachusetts. _ ................_................................................................................ ............................. The Flatley Company'lon-Address 150 Wood Rd. , Braintree MA 02185 ......................-•--- ••--•-...-• ••-•-•-•-•••••---------........_..........---•• -•----•--•-•----............•--......•----.-•-- •......................._..............._..... Owner Address W Installer Address d Type of Building Bank (3,000 S.F.) Size Lot...... �._g�;X{ U Dwelling—No. of Bedrooms.._.........................................Expansion Attic (-) Garbage Grinder (-a pa, Other—Type of Building Baja.kJ_Oif.i_Ce. No. of persons........x/A............ Showers (--j — Cafeteria aI Other fixtures ......................... w Design Flow....75--gal._/1000--S-.F. I25 per day. Total daily flow..........225..........................gallons. R: Septic Tank—Liquid capacity_1000_gallons Length.......6....... Width..........6.... Diameter..._.N/-A.._. Depth...3.�.9...... Disposal Trench—No. ..... ............. Width.......6.......... Total Length....3.2........... Total leaching area.....25.3........sq. ft. Seepage Pit No......NA_------- Diameter........V&.... Depth below inlet..........N/A--- Total leaching area.....N/A.....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) * Flow diffusors '-' Percolation Test Results Performed by.......Richard Silvig�ra............................. Date......4/4/.$-5.................... `4 P4350 Test Pit No.5$...............minutes per inch Depth of Test Pit___...36��....... Depth to ground water........................ GPI Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----•---------------------------------------------------•--•---.........._......-•--•----•••-•-••-•......................................................... 0 Description of Soil.......See test pit Lt5S on construction drawings .....-•........................................ -••••-.........--•-•• x w UNature of Repairs or Alterations—Answer when applicable..........N/A -------------------------------------------------------------------------•-•••••••-------------••--•••••-••-•••••.•---------•--••-.....••••••--•••--••-••••--.....•••••--••••-•-••--•••....._......--•- 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 is ed by the board O health. i Signed . ......................... ................. le ApplicationApproved BY - .._••.••----•---••------•-•-•---••.........................•-----••--.... •-•••--••-..... ........-•-•-•...z...•-z----. ......�. Date Application Disapproved for the following reasons----------------•---•--•---------------------------------------•--------------------------•..................•-- -•......................••-••••-•-----•-----•-------••••-••-•-••••••..........-•--•-----•••••••-..........-•-........••............••--••---••••....-••-•-•-••••-•••--••-•---•-•--••••--•-•-......---••-- Date Permit No....---�•.....- •...•.. IssuecL....................................................... Date ..........e..•..•...•....•......•.•..............................•..•..•.•....................•........••..•.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............... TOWN...............OF....BARNSTABLE.,.. MASSACHUSETTS................ (Irr#ifiratr of Tomplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by----------------------------•-•----...-.-.-.-...-...---------•----------.---•---•--.------------•--•-------------------•--•-----.-.-•---.-------_-..---•----•---------•--------•----•- •-------- ` ,,, Inst Iler _ 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...... __7 ._..!C dated......_......... z.- S THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... -. .......................................................................................................0.............,.:.a...- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF....BARNSTABLEa,•MASSACIIUSET $............... ym No ::`lv�. FEE.. �. Disposal Works Tonstrurtion Vpprmit Permissionis hereby granted...............................................--•....--•-•------•••--•......•---••••-••••------•--•••.........••----..................._.. to Construct e R or st an I dividual Sewage Disposal S ( ) ( ) g P Y _ --� SF �� at No...-••• ---....•... --- -------------- � ............ ` �M.......... --- � ....... Street as shown on the application for Disposal Works Construction Permit No5� .YO. Dated.._ -z _ S •-•-•••.... �_`...:....... . -•...................................._ Board of Health I ��2 DATE...................................•---.......--------.......•--•-......---••-• 1 G n1G G FORM 1255 A. M. SULKIN, INC., BOSTON d-P:9 /12 �(.lS�' ^�'✓ �f r�N �� System #4 of 5 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................TOWN . .........OF...........BARNSTABLE, MASSACHUSETTS ...................•-•----.............--......... Applirtttion for Disposal Works Tonstrwtion Vrrmit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal S stem at: stem Side of Independence Drive, North of Iyannough Rd., llyannis, Massachusetts ....:..........._--_--------.........................---....................................... -••-•.........----•......._._...- --................-- .......------.......----..........•-- The Flatley Com�l"If ion-Address 150 Wood Rd.. Braintree,t xo MA 02185 ................_..___... ......-• ............................-••-•-•-•••--•_•- ............................................. ............-- --.._............... ............---.....------•-••----•------ Owner Address W Installer Address Type of Building Bank (3,000 S.F.)/A Size Lot.....42.74 U Dwelling No. of Bedrooms......................... .Ex anion Attic a g— p (--) Garbage Grinder aOther—Type of Building _Bank/Off ice. No. of persons......... /A............ Showers (--j — Cafeteria ( -) Other fixtures --------------------------- --•-- ------ .....•--- ... --- . ..... ..._................._.........._.... W. Design Flow..... 5___8a1./100.. S,F. � per day. Total daily flow_._........22-- ........................gallons. f.4 Septic Tank—Liquid capacity_100©.gallons Length......-6...... Width..........6._ Diameter.....V4 ... Depth.._11911 Disposal Trench—No......1............. Width........§.......... Total Length.....!?........... Total leaching area...... 5D........sq. ft. Seepage Pit No.......N..�A....... Diameter........N�A Depth below inlet..........!M .. Total leaching area.....MA.....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) * Flow diffusors Percolation Test Results Performed by.......R,i:ehard S21viera_. Date......4/4/85 a P4350 Test Pit No. la..............minutes per inch Depth of Test Pit ....36}. .. .... ..... Depth to ground water ......... fZ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ M ..........--•••-••------•-• •.............••--.......-•--••--•----•-•--•-•...•••-----._._..._....--••-••..._......--••-•---••---•....-•-.........••••...... D Description of Soil....... ee test pit #5S on construction drawings • ---•- •................ -•-- . V -------------------------•-----...-------------.----•---------•----------• ------ ----------.............-----------------.... W ------------------------------------- ---•-•--------------.--- ----------.-------•._------- U Nature of Repairs or Alterations—Answer when applicable..._.........A -•--------------------------•-----...----...............-----•----------------------...---••-----------•---•-•---------------•---------------------....----------....................................--• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITL>✓ 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. ..... a e A lication A roved B ................... .. . Date Application Disapproved for the following reasons:....................................•_._._.____..____._.__.......___.___.__....__..._._._______._._.......--- .....--•.......................:........•-------........-----•----•-•-----.......--------------.....-•-----•-•-•-••---••••-•--•••---•••---•-•-•--........•-•-------•......-•••-•.............••--....... Date Permit No........ .:'...`_4) ......•-•--..___ Issued-----------------------•--------•--.._.... ........ ...._ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOW.N..............O F..... . BARN. .STABLE. ... I MASSACH.. .USE. .TTS ............... .... ........................ ............................. (Intif irate of Tomptittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.........................................................••--.....---•••-••-•••........--•-••••.. ••......................_----•-••-•-••--••-••••--...............--••--•...... _......_ at......1.��...._...___ r� .r✓ 1 1/�(@�S ..........................� eJK .C�...._ .....--..••.......--...................................._ ......................................... has been installed in accordance with the provisions of TITLE 5,,qj The State Sanitary Codr,as described i the application for Disposal Works Construction Permit No....... ..�'._.� ..... dated.........�r.._...... ..-�.�......... 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 TOWN OF... BARNSTABLE, MASSACHUSETTS &Not� ✓..:` v ............................................•------ ......................... Fas... .. . Disposal Works Tonotrurtion rrrrA t Permission is hereby granted................................................ to Construct ( ) or Repair ( ) an I4dividual Sewage Disposal Sys - at No........ ........ '.eQ .........cwllt� K� rrcc ,,t �/ v! ----------•—-••.........�.............Street. ....................�-- ..... i.........................l .. _.... �a.. �. as shown on the application for Disposal Works Construction Permit No..........:......... Dated.....•.................................... Board of Healt . DATE..-•-•-•------......•-••-•-•-••---......- . .- c 6 �!V P 1r/2 7Y�iVS T. FORM 1255 A. M. SULKIN, INC.. BOSTON "'• y f-'"' ir1 t-'�`� � � < �� _ Fim 19 No................_....... ...�,r�? System #3 of 5 — '` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............T0G7N...................OF........BARNSTABLE ...MASSACHUSE .................................................. Allp iration for Uiipusal Works Tontrurtion ami# Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: West Side of Independence Drive, North of Iyannough Rd. . Hyannis. Massachusetts_--•--•-- ....:...........__.......---•--..................-----•-•-------•----•-------...--•-----........ .......................... -Address or Lot No. The Flatley Company 150 Wood Rd Braintree MA 02185 ......................-----• - ............................................. . .................................._._..... _•-•- - -............_........... Owner Address W -- Installer Address 42 74 Ac. d Type of Building Dry Goods Store (79,360 S.F.) Size Lot... U Dwelling—No. of Bedrooms....NIA...............................Expansion Attic ( -) Garbage Grinder ( -� Other—Type of Building Retail Store No. of persons...N/A________________ - (- ) ( ) ..-._ Showers — Cafeteria - a Other fixtures ....................... g K4X Xi per day. Total daily flow........... 058........................gallons. Design Flow..50_•�al./1000•_S:F:__ W - Gd Septic Tank—Liquid capacity-.6...__.-.-000 .gallons Length..16......... Width.......9....... Diameter..N/A--.--. Depth.5-'._fi........ W Disposal Trench—No. 5......_ .0_..... Width._._......6........ Total Length.... Total leaching area.....3$40......sq. ft. x .... Seepage Pit No...NSA-----.---- Diameter..--..NJ A....... Depth below inlet.....W.P........ Total leaching area......N/A.....sq. ft. Z Other Distribution box (X ) Dosing tank ( X)Pumps * Flow diffusors '-' Percolation Test Results Performed by ichard Silviera________________ Date.....4/4185 --------------------•-. aP4349 Test Pit No.4S-------- .....minutes per inch Depth of Test Pit.......15......... Depth to ground water........................ Li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -•-•--------••-•--••• .....-..•-•--...-•-•----••.....•---•---------------------•••---•...................---.....---..._..-----•-•------•----••••------ D Description of Soil....See_Test Pit_��4S__on_-construction..drawing5................................................................... UNOTE: System 3 and 6 are in the same general ��a.--••------------------- --•••.••. •- W ---•-------------------------------•••-• ------... ...... . . ------... ....------.....-...- --• --- --- -----•----- {/ <L�l '1.!!!�l. `ct ��LrJC--•---•-- x Nature of Repairs or 1 erations Answer when a licable N/A U P PP g. - - ------------ / /': (fl ... 71t_r ... 4- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in Fantr�l a Certi e of Compliance has been i ued by the board of health.pSigned L . 5------- Date pproved By.._.... ---•------.... � = 22Date isapproved for the following reasons:------•---------------------------------------------•---------•-------...---•--•------------------............_ .........................•-•-•-----•--------•---•---•--•......_..--------•-----......._..._......................---...........--......----...---...------------•-------------------•---••-•----••-•-•--• - -••--•Date Permit No-------------•. — = Issued..------------ ... Date .......................................................••....•.••....•...•..........••...•.................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................TOWN............OF........BARNS TABLE,..MASSACIiUSETTS..........- (Inr#if iratr of Tontpliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) --�+--. Installer at..................----------.�.��--•--------------••---- .---- — ---••---- ------.. . has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Co as described in the ' "> -2 application for Disposal Works Construction Permit No. ..... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... No....a =_....?....._ � -v+ .J �- Fss System #3 of 5 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T0WN BARNS , MASSACHUSETTS OF.........................TABLE.............. ................................................. Appliration'! for Disposal Works Tonstrurtion Prrmit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: West Side of Independence Drive, North of Iyannough lid. , Hyannis, Afassachusetts ..........._.................... - -- ................................... --..... ....._....._......_............._. ........................._....-----_.... The Flatley Compa0ation-Address 150 Wood Rd. Braolntree MA 02185 ................ _..__........ ...-- -•--••-----...._._..............--------...._.... . ............................................- -_...- -....................-•-..... Owner Address Installer Address 42.7 4 AC. Type of Building Dry Goods Store (79,360 S.F.) Size Lot...... -----------•-•--- Dwelling—No. of N/A _______________________Expansio Attic ( -) Garbage Grinder ( -� `4 Other—Type of Building eta.. -•SCoxe N�A G4 yp g ............................ No. of persons.....----................... Showers ( -) — Cafeteria ( ) Q' Q her flxt res •-•-•------•---_----- � 5� gal.�1000 S.F. ---------------------•-•-----_.._.._............._...----••-•----......_.._.......3058-•---•---..........-----------...... W Design Flow.......................:.00 -6000 1V9M WM16 r day. Total dai� flow..........._..__ __..._...__...............gallons. GG 11 Septic Tank—Liquid cap "lty_.._. .....gallons Length................ Width................ Diameter__N�A__.._. De Depth 6 Disposal Trench—. o_____ _____________ Width- ...............Total Length_._.480.___.... Total leaching area__._3B40._.__sq. ft. Seepage Pit No.___'��A.___._.__. Diameter......V! ...... Depth below inlet.....�!!A....... Total leaching area.....Al'!°'....sq. ft. Z Other Distribution box (X) Dosing an (( �)Pumps * Flow diffusors lcha�rd Silviera 4/4/85 Percolation Test Results Performed by...................._____________•___......_...----_-_--....------_--_---- Date...... P4349 Test Pit No.4S.......2.....minutes per inch Depth of Test Pit.......35"....... Depth to ground water......................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.....:.................. GG ............. --------------- D Description of See �st pftkS on construction drawings------_-----•-•-------.--•------•_•-----•----_ x 8 System_ __ __ .3and6 ire in the same general area. -------------------------••________------______-____---------------•------_____---------• --------- •-------- W -•--------•-------••----•-----------------------------••-•---•••-••-••-•-•••---•••••-•----....-----------•--------- •--•-••-•----•---•--••••--•-•--------:_.._....._......._....._...-------•-------- U 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 TITIS 5 of the State Sanitary Code The undersigned further Agrees not to place the system in o rati ntil a Certi' a of Compliance has been issued by the board of health. Date lication Approved B �a. + Date plication Disapproved for the following reasons______________________________________________________________________________________________________________ .............................•-•-••-------....----•--------•--------.......------------------...............---•------------•---•--•-•-•----...-•---•----------------------._......._..-------•-•_-••.._ Date PermitNo......................... -- l 13 Issued.-----------------------.._.................-----....... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................. TOWN BARNSTABLE MASSACHUSBTTS OF..................................... ......................................... (Irrtif iratr of Tomptittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..----•-_.. ............ ::... ••--..._... _ ------- Installer at............ ....••-- _---- ••---- r 5-NA g----•------•--......--- -------------------- -___---•--••-----•-------•--- -r......................... - has been installed in accordance with the provisions of TI 5 4 Tl*State Sanitary Cod&as4cl cr l 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 - r I BOARD OF HEALTH 4�cT� ............OF.__.... TOWN BARNST_ .ABLE. ..._ , MASS A CPU SE_ . . ....T,�............. C't _ .......... ._....._...._....__..___ ._..._..._._.....'.._.. .. No.....:................... Fes. :.:.-•�:, •- `� Disposal Works Tonodtr#iott f rrmit Permission is hereby granted..... l:f - r � -•-•..........................................................................__.. to Const,�uct R,or. ep�air ( annda�nflu Sewae� psal System at No........-c?� . �........ '�... n . .e. Street as shown on the application for Disposal Works Construction Per o ...... ....... Dated._ �............._...... �.�.,�,,.. ......................-=---•-•-•---_..... .••----................................................... DATE. Board of Health FORM 12.35 A. M. SULKIN, INC., BOSTON No....85-401...... E V 1� System #2 Of 5 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........TOWN.......................0 F....BARNS TABLE,_MASSACHUSETTS Appliration for Disposal Works Tontrnrtion "anti# Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: West Side of Independence Drive, North of Iyannouh Rd:� Hyannisz Massachusetts---_-_- ....:..........._..................................----..........------------------.....---••-•-- Location-Address or Lot No. The Flatley Company 150 Wood Road Braintree MA 02185 ......................---• - - -----•............................................. . .............--• -----.....-•-•-t•-•...... ..........------. - ..---............. Owner Address W ------- ,.a --......... Installer Address Type of Building Restaurant (100 seats) , 3000 S.F.+- Size Lot....42.74 Dwelling—No. of Bedrooms.._...!�A..............................Expansion Attic ( ) Garbage Grinder (No) a Restaurant p,, Other—Type of Building ............................ No. of persons.....NIA................ Showers (No) — Cafeteria ( ) Ga Other fixtures .__._Kitchen-_and Restroom.................. .. •---•-..._--•-• --•-•••---•- --- •-•--•------.......----• . . d W Design Flow.......35 dal./seat____--. ji per day. Total daily flow..........3.5OQ.........................gallons. C4 * Septic Tank—Liquid capacityb.QQD..gallons Length...16........ Width......9........ Diameter--.N/A..... -----------gallons. W Disposal Trench—No. _A............................. Width......6............ Total Length..440.____.____ Total leaching area..3.52 ......... ft. x Seepage Pit No.......�A--.-_-_-. Diameter....VA........ Depth below inlet......V&...... Total leaching area....N/A......sq. ft. Z Other Distribution box ( X) Dosing tank (X ) Pumps * Flow diffusors Percolation Test Results Performed by...R -cha_rd_.S.iltlera................................ Date..4f4/85•_••-_•--_----_•--_--..- aP4347 Test Pit No. 1.......2.......minutes per inch Depth of Test Pit.....3.211........ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ W -•••-------------------------------•----------------------•----------•---._...............----•-----........._............................................... D Description of Soil.....see Test__Pit-..2S__on construction..dra�a? Ags...................................... U ----•-••-•••--------------------------------- ---------- --- -- ----•............. ........ -------- ---..... ----••... ......-- ---...... --•...... ....-•-• ----•-•---- W •-•-----------------------------------------------------------------------------------••-•-------•-----------------------------------••------------•--------------------------••-•-••-----------•-•---- V Nature of Repairs or Alterations—Answer when applicable--N/A_________________________________________ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITLi; 5 of the State Sanitary Code The undersigned further agrees not to place the system in opera until a Ce i sate of Compliance has been Usedy the board of health. Signed.. •= ._...- --------------•----•--------- �f - � PP ication Approved By----- --------- - V/ ........................................ Date Application Disapproved for the following reasons---------------------•-•----••--•-----•-----------------•------•-------------•--------------•----•-----••......_ -•------------------•---•----•---••--•-•--•-•-----•-•---.._.......------------•-•------------...-•--•---•---••----•-----------------------------...-----------••-•=-----------•------------.....------ Date PermitNo............... ...qz:� ..... Issued................................................................... .._... Date ............................................................................................................................. V,0 THE COMMONWEALTH OF MASSACHUSETTS C)iv hj&' �o C�----rr-a© BOARD OF HEALTH TOWN BARNSTABLE MASSACHUSETTS ............................... .........O. .................................... .. ... ......... ..................................... (9rdif rate of Toutpliana THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired .( ) by-------- -- ------.-- ----- --------- Install .... ysz . has been installed in accordance with the provisions of TITLE--- r of The State Sanitary Code as described in the application for Disposal Works Construction Permit No............ _...LT 7..... dated_...... �.-S"-S: .. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................................•-•--------..................--•...------ - Inspector.................................................................................... No....85-40.1...» .. yi ; �°� Fss............._... System #2 of 5 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....___..TOWN..._.................OF.....BARNSTABLE.,...MASSACHUSETTS ................................................ Appliration for Disposal Works Tonstration Prruti# Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: West Side of Independence Drive, North of Iyannough Rd. ,_Hyannis, .Massachusetts . ....:...........-_..........--•--................._....................................._......- -••••-....•-•..........•--•- The Flatley Cmmpanyt`°n-Address 150 Wood Road, Braintree, MA 02185 Owner Address ............... ..- ....----........ ... ......... -........--- •• Installer ,�„ Address 42. 4 AC. .5� Type of Building Restaurant (100 seats), 3000 S.F.- Size Lot 7 ___._..._.. --•---•.2 Dwelling—No. of Bedrooms ......V.................................Expansion Attic ( ) Garbage Grinder (No) 04 Other—Type of Building Restaurant No. of persons.....V ............... Showers (No) — Cafeteria ( ) 04 Other fixtures .....Kitchen and Restroom WW Design Flow........3.. gal...seat W A Yper day. Total daily flow-----.....3500-_... dons. Septic Tank—Liquid capacity R.K.gallons Length._..16..._... Width......g....... Diameter.... .... De th...._`6��.... Disposal Trench—No.-_.5.............. Width-.._.6...._...... Total Length.._440......... Total leaching area..'_SZO.........sq. ft. Seepage Pit No.----��----_--- Diameter....��A........ Depth below inlet------I��A...... Total leaching area....VA......sq. ft. Z Other Distribution box ( X) Dosing tank (X) Pumps * Flow diffusors Percolation Test Results Performed by....Richard_.Rifriera................................ Date..AL /85 P4347 Test Pit No. I........ ......minutes per inch Depth of Test Pit _.32.t.�...._._ Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ D Description of Soil.....See _Test Pit �E2S on construction drawings......------••................................................ V ............. ---------------------------------- •----------------- ------ -------------------------------- ... •-•-•-------•--•---•----.-----------•------------- --- .. W -----------••-----•------- •-----------------------------•--------••-••----•----- U 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 TITIE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operadon until a,Cer ficate of Compliance has been issued by the board of health. Signed......................... .._...-. lication Approved B ................. `a_. - a t` ^�» PP PP Y - ............... . ...... ...••--••. O .......................................•--...................._.._........... Date Application Disapproved for the following reasons: ........___ ....................................... ... .. -�»--��...... ---•--•----•---............................•--•--.... ---.....-..-----.........---......-----Date...----.....» PermitNo...............!�s --- ..........._ Issued. • •----•-----••-•------••-•-•--............. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLEO MASSACHUSETTS ..........................................OF..................................................................................... 100.1rdif irab of Toutpliaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by............. ..-•-•-................_ y....................... .•............-•-•--•--.......•................_ -^ f �Innsstaller(� at............. ........................c2 _-,i1 ..! n........................... ...�............................. has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Cod as described in the application for Disposal Works Construction Permit No.................� ...t/ ? .. �� "..-•-----. dated---•------•---,----•• -----•---•---•-•-•....... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE CCOMMO LEALTH OF MASSACHUSETTS i BOARD OF HEALTH TOWN BARNSTABLE, MASSACHUSETTS --� L4L-N ..........................................OF................................................................................... #,No......................... F � .. ......... Disposal Works fiGluns#rudiun Prrutit Permission is hereby granted............... `'; 1 --••----•..................... .................................... to Constr ct+( ) or Repair ( ) a Individual Sewage Disposal stem -k} 2 at No...... ' ----•---. " I .^'c � ,`" �... .r-'`..`.M' .. ............... Street .. .ems as shown on the application for Disposal Works Construction Permit-No. ' _ ._ j_ Dated...... .._.. ..........- ...._.. ..................................................... ...........-----..........•........._..... Board of Health FORM 1255 A. M. SULKIN. INC.. BOSTON - w i _ wpm System #1 Of 5 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town OF Barnstable Massachusetts ......................................... Appliration for Biipniitt1 Works Tonstrurtion "(rrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: West Side of Independence Drive, North of Iyannough Rd. , Hyannis, Massachusetts --• ..........._................................................................................ ------•---.....---------•---•-----•--------•--••---••---...............---.._.............-- Location-Address or Lot No. The Flatley Company 150 Wood Road. Braintree, MA_-02185 --- --- ............. ....................••.••... .._..........._.... Owner Address (sa ----- Installer Address Type of Building Supermarket (54,855 S.F.) Size Lot...42..2A..Ara.,....4)1W a Dwelling—No. of Bedrooms........N.�A.............................Expansion Attic (--) Garbage Grinder �- ) Retail--Food-_- A.............. Showers - — Cafeteria - p,, Other—Type of .Building . ._ .. _.__ No. of persons....._N ... 5 � ) � ) Other fixtures -- ----Store-•-----••--------------•------------------------------------------------ •--------- .................... ..........------------------ W Design Flow.l7 gals./1000 S.F. per day. Total daily flow...........4115-.............________•. alIons. W * Septic Tank—Liquid capacity 7000_gallons Length__18........ Width.....9......... Diameter.....V4... Depth.6.....6"--- x Disposal Trench—No.....6............. Width.._6_-_.....__..... Total Length..... 7 6......... Total leaching area.....3456......sq. ft. Seepage Pit No.... ---------- Diameter.__...9A_...... Depth below inlet......_N/A Total leaching area........!�AL.sq. ft. z Other Distribution box (X ) Dosing tank ( X) Pumps Flow diffuso s '-' Percolation Test Results Performed by..Richard Ellis ---_---_-. Date........3�20/85 -• ......... P4320 Test Pit No. I....2..........minutes per inch Depth of Test Pit..3.6............. Depth to ground water.......-=::........ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ • ------. . ----- ............................................ ................................................................... Description of Soil....See__Test Pit .t1 and 1S. on Construction Drawings_____ --- -••-- --.... ... . x W ------------------------------------------•------------•-•---•---------------------------------------------------------------------•--•-•--•-----------------•--------------------------•--••----•-•-•-- UNature of Repairs or Alterations—Answer when applicable_.......N/A ----------------------------------•-------••-------------------..............-----.........----................---------•-----------...------•--•-•------------------•---.......-------•---•-------•--• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T IE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in oper n unti Certificate of Compliance has been iss d b the board of health. Signed......'/_� C� ..:.r...—------••-----------------&/, . .._. / Date /z.� �e s PPlication Approved By---- ..........................••----------•-•-••--•---•--- f •--- ------............ Date Application Disapproved for the following reasons:.............................................................................................................. ............................••-------•--..............--•--••-----...........-----------•-------------------...-----......••-----------------------------------------------•---•--......--••---•-------- Date Permit No.... .... T� ! a ---.. Issued_ ... Date �Sl�nlrN� �-NCoilv��2 1� '< �t��2vi�� ern Ti� E 7cct0 THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH I! TOWN OF BARNS MAB ,, MASSACHUSETTS ....... ............................ Trrtifiratr of Tuutpliatta � 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.._._.�5_------_._H �......._... dated...... .__:�Z.- ............... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... �� No.._M=40.....-- System #1 of 5 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town. ......................OF....Barnstable. Aassachusetts ti Applirtttiun for Disposal Marks Tonstrnrtiort rrrutit Application is hereby made for a Permit to Construct (x ) or Repair ( ) an Individual Sewage Disposal System at: West Side of Independence Drive, North of Iyannough Rd. , Hyannis, Massachusetts ....:..........._...........-...............................................................----- _...........:::......... ........ --- ......_......................._._---.............-- -~ Location-Address .-. or Lot No. The Flatlet -Com�an� - 15© Wood Roads Braintree. MA-02185--__--_.__- .................. Owner ------....................._.... Address a - :............... ........ .............. .................................................................. Installer Address Type of,Building Supermarket (54,855 S.F.) Size Lot...A2c74 Ae. .-� Dwelling—No. of Bedrooms.......NIA........:....................Expansion Attic ("-) Garbage Grinder C—) `4 Other—Type e of Building Retail Food N A 04 YP g ---------------•••---------- No. of persons......_._�.__....._........ Showers ('-) — Cafeteria (-) Otherfixtures .......Stot..-------------------------------------------------------•--•-•-------- ...........---------------- ......•--..._............... Design Flow..Z: als./1000 8.F pW per day. Total daily flow_..........A115______________________gallons. GG Septic Tank—Liquid capaGcity..T 000gallons6 Length---18 I....... Width.. ....39.-...... Diameter..._.N�A... Dap 6 611... Disposal Trench—No..................... Width................... Total Length.....-,--_._.�_..... Total leaching area....._.7+........._sq. ft. 3 Seepage Pit No....N�A......... Diameter......N�A...... Depth below inlet........V .... Total leaching area........N..A..sq. ft. Z Other Distribution box ( X) Dosin tank ( % Pumps Flow diffuso s Percolation Test Results Performed by.._Wiehardllis 3120/85 -- --•-•........................ Date .... ---•---..� P4320 Test Pit No. 1....?.........minutes per inch Depth of Test Pit._1 .......... Depth to ground water.......:"=....... PN Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 -•-----------------------•--------•-............_...-------•--•---•--...........----...... .......... .. ..................................... D Description of Soil.....a Test Pit #1 and lS on Construction .. ... V .--------------------------•----............••---•--------------•-----•---..............-----------•........------•--•------------........----- --------•.....----•-•--••-•-------........_.......-- W --------------•------------------------ ............. -----------•--- U Nature of Repairs or Alterations—Answer when applicable..............A........................................:..................................... -•..................................................•------•-----......----•-•-----.....----------------•-•-•--•-----------------.....------------•----•----............---•--------............----•--• 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 opera n,until +Certificate of Compliance has been issued by the board of health. ... Signed...................................................................................... ---•--------•--•--------•-_ lication roved B �= -jz Dpt�eg PPP Y ........................................................... ---- l ......................... Date Application Disapproved for the following reasons:..........................................................................................................--- ....------•...........................•-•-................--------...------------------.....--•---...---.....---•-----------------------•----••-•------....---------... --------•-•------ .__.._ - --- ^— Date _ Permit No..........-- ._... . .. Issued------------------ -••----- --...............--...._ h -- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....TOWN OF.....BAIgNSTABLE.* MASSACHUSETTS ..................... ............................................................... Tntif irtttle of Toutplittnrr 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 Th ..........No........ dated....... ......' ?'.... er.. ..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................................................................. Inspector.................................................................................... ,1/<-�cA11N THE COMMONWEALTH OF MASSACHUSETTS .A BOARD OF HEALTH QOP TOWN BARNS TABLE, ASSACHUSETTS I FEE.. �i fro ttlw ork W-A sfrudion f rrntit Permission is hereby granted.------ . . . ...............•--.....--•---......---.....---.................___.. to Construct ( ) or Re air ( ) an Indivi P*,a�e DispoS�l;System at ._` � --- .................................... ..................... - '= --- - ,r� e Street as shown o the p icatioi for D'isp sal Works Construction Permit No.. :_. . .. Dated.___ .. .. ....... """ f Y» ......................... DATE. .1 ID-5 Board of Health .............................. FORM ,1255 A. M. SULKIN, INC., BOSTON V fvlfj 41 t"41+C:-+IIV F r 7�a r' " f 5t e r ia^sfr ri K t w'l :t'+.a+4., AF'1..: 4 .,r 5��, +.a,-r`d�r. Jj, I .,¢ rk,,,t,.�;r+•t c t r s -. Y���{f t Lw FF R� t, ys•.r s a+ r'�r li, •r �` ?r: 4 y �+ ,� . t`-� r rr4 't. t' �i '7'; t t:'i #� !p° i \s ' Y ' .71 f}.� .t,rnwfS.,� -ry^'iLrx..� .• "'T�"s ry':'r. i °, 1+ - _ s' •+ A+, .•,�±t`'"°," w4 fr '� =ii' .� l+4 } ':�f SMv r' r�.y,7 !/.. �'1.r` ` �} -n i" fr�„�� ;i^•'s +`r�y+�4��+.nc .}� ~ •C.," ! ,w 0 «'.='` �i:. .r,7y1"°''.fit +"``+ra.".�-.r.r j ,k �$` "., z .. '. �- r 'E" tt,*" r '1F" :r,.r�..� ., ,,.•, `• t.a, x. ,� � J d .�y t l i 4'.ra., i \1 • •t.✓�3 h Y� y t r .s r r o- W t "t t�{ ,t � _ K. ;t•ua,«r� +R a aa, ° •. .,tR r `.�] i" ti .s i •.. a y. v F r r 'kk y'' .P' ' W �'' , r' •, j5r J`r toa «t., Sc }. '7' e:. f •x'� ws t g i s � �.. x S., _ ^`- � ': r `h•� a,x,.�,t+ �rYa +�b.,,,x.�• rt � - t� ► a y=r �- is 1+ � � � J ai^ } S tw.... f. _ + r , `, .a y.: T_ .,• y. t+' A 4 i;+f1*Taj,. t{a � ''.F' vYd ra; r J 7, � J : iy t�, t1 .�ti ' ark•t� a ' r•'A1; .titer * �. �yr{'t ' ,, '- +jc' ��'� )`. +v.•a _ },t{ ✓ a,. 7 e G`+'rt� fi +„4., [ .�; " ; .« ''• �: +Y ✓�_�r faF �`"a f x -x!,•*S ? �'4 �.•� .. a.. t•' t•;a F ".�: � x ,r s• a .�'101P �''� ,Lt +. x t r� • e7 > �,i%� e i� P '.ram 5r it �t erti+• « .�:a n,K'TP; r ,t Arf, t �: �.�,�� - g c'.r •t i r + L-r r*. . s 4pY.rtr - f at March''6 1986 # r> v ' t 1 , I. , •r re ,y t � y t.. 5 r� �rYt* * � ty`.rrzp� " 3 4�" sih;� J'sr! f r \�• ' i {,. i N _`i s ..t f�'!a F 'f ;w r �s ti u Y*.,�, TPI e•t! d C��t j �''• ♦ #,'`� .±,• t - a'�y 4 r . �'�r k s r .r,i dt " 1 r•y ''S < 4. 1 : .y ', 9 �.', J . .a. � d 3 t h' h "'' .yl Y S;,:r ry +; � ,� i ♦{ .}r � a .r �� ►a# e ;R Mr, Peter Gorman tip • 4 ` t`t x tf "; i-.' •'+ ,Contract Manager �,` t .,m'*7 # +Y,; -+. + Ff .. yaw;. ,. .y „F y!'+i s� `t , 'Mark Development Company Pr;F "; t-1, i r't i�'•..r y• �r . . T � f a c ai ,.i ¢ '� (L, iT � r 3°3 ?� �,F�•M1 F`„it r sY Wx ,: �F';. si.�\ J .v J f ' � a`. r 15o.Wood Roaa' Braintree; ,MA'.- r.` .r " • r� �.� y �r ^'« - �. �a. �� '• s:w r i t�' \t r f �'x3 MA: 02184 r t ( 7 . J � ''r x"r a1•V '+K !y t,,y > .+. 5 ;.r r - .. n ' - i« s J "r .r. ,a ►t !r t` ti` r31.°,y f ' }•f A x a 7'{ y r +'� th tr 'f'F'e"ti ~�=h+� r - "a * -•). f r,« r• r' + »r'f•5 Dear Mr. Gorman.- i r ,Y I•`i F 4 dna'�.}ff Your letter Hated*Fe rp�28,t1986,"was received on M'$rchw5 1986 :n ,� r : ra, t ''#��" Ty d•`.td-.,C'.:" a P a ar 4 J y+`,a ti t rt t�., .7 a .S.S- „ ".sue $t '' .�'ta -1 r ♦' t•3" .')' +t Y J k z_'# t 'tA a_. '"i'r. '"•. �,,,} k,,,yam ..,'+°� area., �F ,y, "•"'i r;>r {t 'i� �r ,a� r. '� Ybur'request to'alter theMapproved•on-site sewage dispbsalt plane,for ttie,Flatley �" ; , ' '=w ? . 'f the.conditional oyS 60ping Center,ilndependence Drive;'Hyannis, and deviate°froiri`; x variance;granted'you on'.Apri1�23, 1985 was discussed at our meeting on,ktarch'5, 1986 �,�,�r,.7. :'• v r S ''.. s y.z: t j�.�s} t . _r xr," F r. i ® t,. , y,"'✓'? , N k.+r r'r;t . The Board does'not'feel that a`�n�ieeting with you to change your written agreement`f`� J would serve any useful purpose. fAy sa ,:. r t �• :+a •c .,,'• x t. t.•,xs +t #--} - We,grantedpyou a conditional variance fromiour interim groundwater protection a r � •. . ,. ,�. ns , eYsewagf'e rregulatfon, andfromour�rgroundwater,protectionregula tiontoa s, disposal<system'at'your + .;. b proposed;shopping Ycomplelz� '1�1ie.conditionsfor,approyingrthe: complex,_were;fully�discussedowiCii;•and;agre d•tea bykyourirepresentative ,Mr. Joseph{ Fallon: rWe.have written confirmationIrom Mt..-Fallon,4dated,ApriF25,`1985, agreeing .toetlie Board'of Health'Conditions Outlined'�in our•letterof Apcil 23 1985."- �{�iS�r ['�r rr•. rr � ;.�'+L y_,- - t - .. 7. ,�:�,yr, ; h � st °' 4 ,i•s", ♦y Y"4' ..ir �'ri�t. - A �'r -,G � r .� rtl •y rR�. i .!' t+ :t a,1 Ate' 'C' r'��r'}'tJ `"7� •�+�}'� 3 sj4r � �!. P,1. «'...�♦Jr r _ ii r t r..- �f �'� We.made_`everq'effort to be reasonable,in dealing,with,'Mr.`Fallon and your company;but ` feel stro 1 ,- 7 r € N ` 'L ng y hatyyaushould honor recommitment-and,agree as a condition 4 kzz 'for building thershepping complex r� r,• s d ,;. �F t '1 4..r .# t+. �; 'J. �," - t a2 ,,,;.,. e r 4- r, r r. .,,� a '" +'• :d , y titrvyr n• a •,ti 1 ♦ rx 4 G t, � Our.�tepresentative spent several?hours;withMr Fallon tir<alizing these conditiitins,'and ' . . ,,_Mr.Fallonn was told that;no changes;would t>e'considered. 'We,were.rea`ssured.by. MMtFallon ' t o the F tl t t a 's h.t` to ey Companywouid not+reques, .any es r':modificat on „�hang- d. +r 4 v a P N x u•� ' ' However, if you stillteelk ittnecessarp wa�can sdhedule-a"•meetingvith-you at our.Board,:. ;J of.,Health Meeting"Apti1�15 1986; at 4;'30 +, t'• r ,t. -di. r It s'+ # J T:.:r i' + 4 a ' "y "" ` 1 ! k t "fit«i. ar .«.•r tF + •., s �°r.r. YlA' Jt+-rt rxyy« y yy. _ +t^ - + ty.�. !.. .•a.r 'Sy# t^� ,,,.y '�l�a r°i+ qt'r�� {W,w, �i S � 1 { r' k .x � ,t♦ a t _ y y �iw+5 •- ,- a ':F r, ig '...i�� ,d-. etr, ��fr`'��e..�r r t,+,t ham' i �# ,�.a 'r `�,j YsA i ,e�i;+%:'""t • •F t ?�v � ti;�Pe , +.�fly - : r' 0 ► ' tl't} J +W"`a P ;.#R jl Very truly yours, V,i � � . r ' ! 'F �l At r 'ilo � ��= j'� t ..,a'+,�+ y[r _ ,rl "• + a. ! } .'Sr✓ d '" rY` '1R,'�f r ti 7'�'r{' a•� �.� n' L` y p T ■/�'a`-, •tp ,�4. a t � y .r 1...P`ir° a :+�.i.�,, ,.,i 7 : * a 1 I.�Ax '•t r a r�� YI VhildD ri a Jl.� • •..�•. 4 .. , '� y r« M itt •• �nr�,yrµ .�"5V1,+� Fi• rrr J . 't,� 14, Chairman + ' •�' a r,. ,,.� a♦ r a Thy,5T• J,1.;. t , - r .t ,t sx ' r, T a .S •+r. rr .Ct ~~ k rd {BOARD- OF'HBALTH A TOWN OF BARNSTABLE 4 t a67w"'s� Y7 e ' d •r � '' i n_.. 'u � ,� i -J�' rt�{� S t s Pt S. k � - � � t c < r y � ' t P f �^' • ,..� �' r` 9 a� • ,. a't 1 �.-•'; :�. x i, At 4 �r L.Ija , .. # , l t ;'yi s,~+.+n A ' c, .. • i`tL..! ¢ F; :,1 a,; 4 xN "t---4-47 s r / 't " r•P.►� tr ,4" *7► -I° .fF.s� � /F _ ,, � #`: r sty, • r�.d r t , ,L, .! tf � 4 'ay}.S i✓ +;^•/ •:r t s♦t i +',`. $ ,� e t ! �e ,F'° + t urw ., � ,L L Y. *Lr. .m -.it�_`�yp`,� �'''.�r ,� •t i`" n y;,�I_ „Y 4 -' :i P x. A - °, t .i-, �rL tdG., - , � i♦ tt• ,� St. t .w' rr+v,r f✓`. , r.• r rt� - ,t • . "4 t #' r :�•. � `,A Yi �r Jy� k � e :, k -t.eJ r � a �`. +r ,�.j Sr• j.`,✓ i, �,S its. r 5j, ~h L''' 4 a i�Y ,*. � �P �p'P 1 r�! .r �-xk ¢ `S'H r� y}} 'i a 3�',�r�✓ •• r - s ':! r - k'. " y ♦t 4 3 f } Y t f r t "'r f,.,.,�• F t F -., nf`'S. rk.4.0'. r-4 'y y✓a,t;. F 4 sFl r +8 „s t , f, t. h.. r �.e� r � ,* �, � S ` .Y L�. .r� J`'•, ' i 2,. r .,j,,Lt ;' a @�'k r,. +' .'�, '', x � ,i ,r r «'t f.;.`S z �✓ Y y d {'s»{�f,,• �• ., April 23.- 985 , s t s {f.� F�3 "�/et. f ` ��{r L ;,i� ',f t ", r" /� .. ..4; ay rr 'xa ,y�` t" r �.. ., 5.,�. � - � i< � •'(,. .�s. a' °� •r� �, `r: '� � r°'x.� '- �. t r r' G•t`. �3 .tq•' ..�'„ r'..�',. . .' %' t: K ` ,°- :. r:.5 I+., k' `'a, � e, •. r {'i a a,i:. y,.^� xi sr,/f� } j�, v .•,YO� t .. �'t� :, !� #�••* +°, -•d.• ,t. L' .•. L .� h . Z. , �... >z i' � J u,+'.y� t t r r, �.., � ,�;,�,. rtAf F r.r, ! Y v r { V hsq w..�i +: t,. L Y rr '' f!'n •' t,tl 1T M`r. Joseph Falion �� Y = ,�"; _ ' r' The Flatiey Company. s 150 Wool Braintree, MA: 02185° ? Vs. 1 •. . .t.4P'+ •a • r �;� '' 'f� � iz. trr '�;9 a+ +'a'�,fr i e.'"� �'. 1 .:�� i�t •':qb � c ,:.' g ^ F ifj, a v• f ui ,. 4 'k' + uvi 7 y'r _ , -� a •r Dear biri Fallon t {..T , �,.7,r , .'>ry " .?, - { v ''<.. ,5, - by / ♦ , IRL`i r '}t•S4'Cyoh t• .f' .r . r.' .✓ s r i , +~'t� r✓ *+;� '`` -; . �*i Your F plan`s forrsix on'siteF sew**`disposal= systemst— r 'A,shopping complex• located off 6' _,Route ;132 and lndependencefi'Drive;'Hyannis; "as, shown on ,'a `plan prepared by� Tibbettsy:' Engine&ing,�'dated Tel bruary 15"1985; is .conditionall,y,approved '•The systems. shown`are` ' ` -`� for`ar 200=seat`'restaurarit, a supermarket, bank and,th�:ee.dry good•stores'' r�,/fi r +L''F.i�Sk '� ;r e.. '. �' ',4.T; � ♦ r ;' £ �". ,.4` z �'...t �'' �, r � � :,, ...�•,'.. r Y A+:'•, e. ,r-`�,� �s � n. '.'' .. r 'Prior t the issuance of.+any sewage:disposal works,construction?pernriits, .the following a , . conditions,must be,metd ''✓` + ") ti � _ e .,„ �e4- zAY;y � ,, j ��^° '.y n .: / ,r � x �`' -- , ;',•-�" t,� � .,.. One'additional,sewage leaching.diffu`ser ,must be: added to each of the'.six"systems. ' A.revised plan must be-submitted and% pproved:'w, 1 ` e f * r• r .�i r'f,` .. f .y` :« b YF-+ - '2 t "�. F ., i,(2) , A•`properly eiiecuted�legal''document prohibiting,any,,type ofconstruction for,three ' years on';the.abuttirig�fifteen (15 acyes owned by'Louis:P Lorusso must be received.,:- „�. r � 1 ,~+ .f. y� �•.� s •.; r.. r+ci _ �Y , �', Y � C .. ..F / - ! n y t 7 +• f xhe catchJ' 'basins ✓must ,gbe eliminated Land• a natural,�diainage plan submitted.rand >� `r approved. .f }. .. t ,F. W A";minimum, •i500;'gallon outside grease,,interceptor' musts be -installed- for system it Na: I, the supermarket + t w..,•P,K.�.. .. ./.' „� ♦l.:.,L,; r' .a nis'�1 � {':. ~ + _1 w� � ' i � L♦ � f�i _ � `1 9, °4 ,# . p ,`' f..`r *1{ x' { (5) -Sewer lines^must be'installed to service the complex in`°accordance w1th�Department r S 4 A , �; ,a,= s . • of.Public Works'speciftcations'°�� ✓� �d ''w �� ; ! � ' \yz s ,♦r ✓f/ `'' , `4 r..-. , bv_c• i « 4 �.• r. ,.'7 .:, (t^4 {L i{ er :.7, , -;� �, . + i+ 4� f;�t t �-� r ��• �:.' r ,S,v� r..:u, vL' 6 ,�. v �.��r pr .l i', AA T vl � %r plant for -maintaining.grassed areas without �ertlization .;musIj,t*be submitted and #?approved.n1Vo pesticides`ahalibe used.. r £% - t r '✓..' y i xiv 4 . .' r h r` .` t:3 t -°y„�• N 1.�,� > �q (7) No.ottiertfood'-'service or'reta l:food 'stoles willYbe,,allowed other..than'th6se shown i ♦' ` on the; plan }:The,exception'"would;be food ores'`with all.pre packaed-products.,` y ti ✓ty "' l f•+'e • J r <' h.. j' I i adF L n'•: +, Establishments such, as*beauty..,parlors,;doctors°„oc. dentists,Nofficesz or other stores r >`with a high water,usuage, as determined bythe'Board, will,not be approve ' + 3 �,L,- i - w 'Z• � .` yL. `.J hF+r.'t:' � is h F .:+ d '�/ L � .. f}�-.~ r � #^ '� ^,� .r4 x Yi. ... r! y..::'dk °"t;s � . •1_ ,•..A ,� ... � l: f` }Y � Y}a �r•�i,3. d(8) t You must obtain appiovalr'from`;`the Board offiSelectnien.and other'sappropriate' ;. •rt ,agenciesas`required.: , * ! + �.,w 1 +�. #.d' z r,- �,fi S �i r ra°`.• h 1, ,j. .. , �• F •_P is k. F ,Y +. yt }f..� i e # 1• �r<V � *- •'t �. •! er 4 'r. ,?' t F �` �Y y. t{ '� `F. �� .:� '� +�. .b a,t to r' '� f`'> _ ` ^ '- .. r A +• Ali .f� . c$`�, t ! � r � �FY',T•.:14 �'J re Fi � �d PrrE �', t"� � t r F .fs r tit- ' � '� It-.� `t.' � "i >7 4t,,,'! r �, •, ' x_ - : f ,• " i'i� .ems - r, #_ LS � , i -`Y'` k )f * f 3 1 - Yam.. r, 3 •ri� '� F.. �'r �•. rr i { P r ..If'a�� . � r ty { ,�^ A r•. }. r. �'.. .,i$ t `' y r a i YS +; ; J 't'W•{t i+ s� !' t , ;.• !.,~v '�'A' ♦- !! P a �L f t�'. _ ry� . d, Y k r FtL+ x t3 s f � '•.1 �� /'';` ,.� 4i��,., P'j,,iyy.,". , ry � lad '`*• i,f r; +.. ! , . t ^•',r• '" 1.s'#,� ' ,. j I' f !• i-,.. r i /�' ��•, r'•. . I .t. ` r 1 ',{`i r' r J 4 'rT *t _ r t +;. � F.. i r r+ >j�, - `.� +' +'•' 'fit v s.,r £ � ,, ... r t Joseph Fallon �i may Apfil,23 ,1985. m 'a [• 9' Jf i`•' i } Page 2R, if is e .7 f e � �,. .Ji,g i 1••'. t " ft, .� S a s. ^ _'+ t � F r�5��^� - 5 � - .r J tc, S. ,r^s �' ',4 '• _r :. v s r,^4 r� � ,.t� � _ .. .d ` f,•._t -v �'i _ f l w $ a t A F r 't 1A r '�� � � r i` s• rv,. r9r� t.l ', �5 i r • - , - ,.« a ,y�I q� •$ .t `�{F yy •m J -J` + �.. •' - �,, ..v^I r ,,,`i £_ I !.� • n J ', �S -9n 'tea .,` t� s shopping coraplex is+'approved Aliecause the°total gallons,per day sewage,flow, is;315 aligns . . . 4 e. r, y . g j per day°per�acre!utilizing approximately{43„acres. inasmuch as the Board.regulation requiring °330 'gallons .per n acre Is•any interim ground water 'piotection;�measure;"the ` prohibition of: development forty three"years;on the adjacent-fifteen acres should give the I Towntsaificient time to develop.perrsianeat ground water`protectloii"strategies. Very.tr "Yo ,; A. �•.rf s' 1. }v r ; ;' t' -r:r t'rti'*• 3 Yt f,- _. obert. Childs{ �. W1i *� ru•M �t _•, : - q. til mi,;+ -+. > _tf' _ t. l,� t 5�, t FF':j s.. haiiman 1, rf BOARD OF,HEALTH T©WAtd OF'B'ARNSTABLE t .. e�taR�ss wry` '.7N .-i s= r�'� t'SP {, j:{r •,,r y. s✓ •a �. - r ^ , _ i r rt ~ + •" F.r� •". r yJ. #{. �. "4 7 N :�` .! Y d �� �. T •-, ty ' Y. 9 cc: Attorney,Mich-el StusseF .' °` t u,• r fiR.,! JMK/A�i{ll �i `�o r Davia Chase ; 7 x t•. �'ro �`4.`:t� '' �' r b � ��3= ,� _ �r t• `` Board.of Selectend ¢ `m r: I ti , J*f 1 4 1' - • , Thomas Mullen r F •.� 5.''., tit .av } (r 1� k, 5XT •; Planning DepartmenC r*- '�` .. ; w s'm y¢•fiF /. ` `+iy r.' Y.. r ",.� �` � {4 `4'}••,l t�i 'F' a��g 5 Jr ��'� - t t �r k 1' � J KI ..�' _ " �F s• - t 3d,� J F ss.•F c '.�, i,.:e,d} �, r $ �`� 'di ) .��' .r ,,.� �!. � 'v� - , r a `� r r }fa �'� �7 �., i�.J - � .r.r�` ''••� { cr. y w ; s J a 4 - � + �-' � t. [ �� k� � 1 -5 : ♦ y - to}, J � "''- .. ." m. 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No. 87 � DATE TOWN OF BARNSTABLE FEE '25 THE ypG T�� OFFICE OF 2 ;BEM"a m BOARD OF HEALTH oo1639 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT 1 e `� C� GD ct t� TEL. NO. 0co ADDRESS OF APPLICANT CWc)6j PnQ.ej ��C�At'✓� !'F 2 /I�/ NAME OF OWNER OY PROPERTY G /47C440nderce yod SUBDIVISION -NAME DATE APPROVED -------- . LOCATION OF REQUEST_:-c7kp, t 13A a ,,d -- VARIANCE FROM REGULATION (List regulation) i-a;;�,�J��Q-(o e- oukel ifu- 10,Yn i" CcA)e-rj3v7-,o� To VARIANCE REQUESTED- (Specific request) be 11C w,-rj 4,,5 pet' da,-D► e-c- mc-re- io and e/' -lo 'OP64 rll� Six iN✓�, �� p v,�L s�.cr»-� bis �d,sr�� �� s�°-� r-t ��i- . ��©�f.fz. . _ .. REASON FOR VARIANCE .(May attach letter if more space needed)-- � F) -�/,-) - C,042S PLANS= Two copies of plan must be submitted clearly -outlining variance requested.- VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Robert L. Childs, Chairman - Ann Jane Eshbaugh Grover C.M.. Farrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE Rtibbetts engineering Corp® I'I 210 DEANE STREET,NEW BEDFORD,MASSACHUSETTS 02746, ,6 r TELEPHONE(617)996-6833 RICHARD L.SI LVIERA,P.E.,R.L.S. ROBERT C.VERKADE,P,E.,R.L.S. ''•' FRED E.TIBBETTS,III,PhD. C.P.C. HENRY C.GOVONI DUARTEM,ANDRADE S GERARD G.CHAREST,JR. - •` + QC JOHN DeMELLO March 10, 1986 JOSEPH DOMINGOS Job yI.�e�,,�� [' RICHARD A.MUNROE + .x P• Job No. 7615 RICHARD H.SETTELE p+ A w. Mr. Peter Gorman }r Mark Development 150 Wood Road ' Braintree, MA 02184 Re: Inspection of Sewage Disposal System D2 w.. Flatle Mali Independence ' y , Park,. Hyannis, Mass. Dear Mr. Gorman: We have inspected the construction of sewage disposal system #2 for the Mall building at the above referenced site and' find that the system g i construction has been completed in accordance with the plan and specifications prepared by Tibbetts Engineering Corp. as approved for - construction by the Town of Barnstable Board, of Health. At this time I suggest that prior to backfilling the system the the contractor request a _,finai inspection by the Town of Barnstable Board of Health. i, Very truly yours ` TIBBE TS EN13INE€RING CORP. Robert C. Verkade,, P.E., R.L.S. Vice President/Chief Engineer encl. : Inspection report FALL RIVER DIVISION: 303 RODMAN STREET, FALL RIVER, MASSACHUSETTS 02721 TEL. (617) 676-1710 CONSULTING CIVIL ENGINEERS- ENVIRONMENTAL,PUBLIC WORKS,SANITARY,STRUCTURAL CERTIFIED TESTING,ANALYTICAL AND RESEARCH LABORATORIES a„ i r � • TIBBETTS ENGINEERING CORP. Construction Administrator is Field Report PROJECT: ` �� - �} � -� ? FIELD REPORT NO: CONTRACT: T.E.C. PROJECT NO: Date 4®� Time Weather OVEEZZA467— Temp. Range EST% OF COMPLETION �37�9 CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE �•,�,t l` '� ,,:�� OBSERVATIONS Aim y x a 1 0 ITEMS TO VERIFY .INFORMATION OR ACTION REQUIRED r ATTACHMENTS REPORT BY: t THE FLATLEY COMPANY MARK 128 OFFICE PARK 150 WOOD ROAD. BRAINTREE, MASSACHUSETTS 02184 (617) 848-2000 April 25, 1985 Mr. Robert L. Childs, Chairman Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Mr. Childs: I am in receipt of your letter dated April 2.4, 1985, regarding approval of the on-site sewage system for The Flatley Company Shopping Center located on Rte. 132 and Independence Drive in Hyannis. As discussed with The Board of Health, .The Flatley Company agrees to meet with the conditions that have been required by The Board of Health in your April 2., 1985, letter. I would like to clarify a couple of items mentioned in your letter that have been discussed and approved with Mr. John Kelly of The Board of Health on April 24, 1985: 1. It is agreed that additional sewage leaching diffusers will be added to increase the existing sewage leaching diffusers by a minimum of 25% over the DEQE Title V requirements. 2. A copy of the easement for the abutting 15 acres owned by Mr. Paul LaRusso is attached for your records. 3. A natural. Drainage Plan has been reviewed and approved with Mr. Bill Maravel of the DPW and subsequently reviewed with Mr. John Kelly of The Board of Health and is identified on the enclosed Site Plan dated February 15, 1985 and revised April 25, 1985. 4. A 1,500 gallon grease trap has been identified on the attached Sewage Plans dated February 15, 1985, and revised April 15, 1985. This interceptor exceeds the 1,000 gallon interceptor that The Board of Health has requested for System #1. 5. A sewer line has been identified on the attached Sewage Plans dated February 15, 1985 rev. April 25, 1985, for future use. This system has been approved with Bill Maravel of the DPW and John Kelly of The Board of Health. SHERATON TARA HOTELS / MAYO HEALTH FACILITIES / MARK DEVELOPMENT COMPANY 1 -2- 6. The Flatley Company agrees not to utilize fertilizer on the grassed areas within the shopping center site. The Flatley Company further agrees that pesticides shall not be used. 7. The Flatley Company agrees that no additional retail food / Pite.Qi�+f. S stores will be provided, other than those that have been Z?tkti,;t-atot� `! previously approved by The Board of Health. Upon Town ivn1e4jpie �}} sewer connection, any additional retail food stores will �d1J require Board of Health approval. 8. It is understood that no further approvals will be required from The Board of Health for Sewage and Site Plans dated February 15, 1985, revised April 15, 1985, as submitted. Thank you for your approval of this project and your interest and The Board's interest and cooperation in this matter is greatly appreciated. If you should have any further questions, please do not hesitate to contact me at 848-2000. Very t ly u 11 Fallon cc: Mike Stusse Board of Health Town of Barnstable P.O.Box 534 Hyannis,Massachusetts 02601 _ 0 P.M. ATED OCTO ER 23, 1991. FUTURE APPLICATIONS FOR , .0 B WATER CONSUMPTION AND SEPTAGE DISCHARGE ARE NOT LIKELY TO BE No..." ACTED UPON FAVORABLY BY THE BOARD OF HEALTH WITHOUT CONNECFfttN...T-&-•T•I+E••PUBLIC WER OR COMPLIANCE WITH THE THE COMMONWEALTH OF MASSACHUSETTS TOWN'S WASTEWATER DISCHARGE JANANCE AND THE BOARD OF HEALT60A RD OF HEALTH "330"REGULATION. qr �. TOWN OF BARNSTABLE Appliratiolt for Disposal Works Titn trwfiAlt rumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Syst= at: ..op z.�_04 00.... t�? n..---•---•...................•-- --•--.....--•--------:.........................................................---............--•- Location-Address i or Lot No. . s/%P//�•_/_F�i.'r/�.� , ':' '-i�------------------------------- �d. ,{� Q!,L . 9 :C Z6:.......---------..-............-----....... wner Addr a '.f..l.. .•-• .0.. ^:.!.:......�1.:.�i.r�.......................................... .. %I�I 5..........l.:.G ::.eS j.......................................... Installer "Y Address Type of Building Size Lot............................Sq. feet �-. Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 0.4 Other—Type of Building ............................ No, of persons............................ Showers ( ) — Cafeteria04 ( ) d Other fixtures .... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons , Length................ Width................ Diameter................ Depth................ xDisposal Trench—No..................... Width.:.................. Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter................:.::Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank. ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ w Test Pit No. 2................minutes per inch Depth of Test Pit7ESIGNIIqG �1W,iEWWbbft&'UFERVI5E..... a .•-•........••••••••••••-•••.......................................•- ;i�fSTAttA�if ANC EfRfirFY rro WRrTrr ...... 0 Description of Soil............................•---...---........._...--.-.-------- f+fE--Sly&TEM-�A"--IN&TAt•EE•E3--IN••STRtCT..... v ..................•••-••.............•-----•••••----•••••-••••-••-•--•---••--•-•-•---•--••----•-----•-------•......'1rG:ORDANCETO-PLAN...................------................. W x ............................................................... ----•••-••••••---••-••-----•--•-•...--•-••••••-•-•---•••••••---------•-•••••-••-••-•.......--•••••••-•••..............••-•--......--•••- V Nature of Repairs or Alterations—Answer when applicable..........a&...p4..l..... x -.----------•----------------------„------_-. -•-•---•..........................................•--------•---•-•--•--•---.........--•-•-•-••-•------.....--•-••---------------....------......-----......---------...........•--•--•--...--------..... 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 s��� 5rem in operation O a Certificate of Comp • nce has been issued by the board of health. '/lS�ra/ _ `MnivR Signe .... /.`` `�`o*+....:nW;r�,r!4..5�e..:.-.................... ..�d�2y�y/ Application Approved BY ��.t {.� e`.," `... ................................................................... .......... .../.G�:-:..�.Y-.�/:...... Darn Application Disapproved for the following reasons: .......................................... ........................................................................................ ......................................................................•-------................................----------......................................--------........................---............... ........................................ G Dare PermitNo. ......../1..:-.... fp..S........I...................... Issued ....................................... ...... ............-- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE QIer#ifirate of Cgontplian.ce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired y ..................................... ..........------------......-----..............----...................-----................ ....... Installer at ......-•---•--iS....................:::;:_:...=:+.a:...,...z:a:..%Le::::.�.t_ .::�,...... :.:-.x:YJ.....................,_.;._1..;:...�-.e........ r::::.. .....-------............................................... has been installed in accordance with the provisions of TITLE 5 of The State Envieonmental Code as described in the application for Disposal Works Construction Permit No. .....,e'............ ..c : ; ........ dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. •SATE•..............................:.................................................................... ... Inspector ..............................................•................................................... yygALjHOF MASSACHUSETTS THE COMrAOj�>dF HEALTFI �`oF BARNSTABLE r .TOy� Faa...................... " p k (t%j0trUVW0E G LAWTIONNGIN ER MUST SUPERVISI- .;: CERTIFY IN WIRITIry 0.....::.... �:'.- N , �t'� n _....... SYSTE><N•1i0i4S--INSTA CED"IF4-STRIA is hereby g�nted••••..Ina��tiaual Swage Disposal Systegr.cARDANCE TO R-AN. permission Repair (>!) .........::........... __._.street (.._... .. uet C ) or c Per at N ....__.... 'Dated.......................................... •;..:... to Look call. u tip^ Tr o �a1`-J.trks yo....••. f DisPc, at O Boardof Health...'""••'•........•-•--'_'"'••'•• n on the applicauOn f ay show, ... TE...............: .. -P., l,A ..,.6SaARP6H.IHC•• S. Russell Sylva J au��!Padt U Commissioner J Paul T. Anderson �� Regional Environmental Engineer 947=1231, 6S0=6,Y1< ` April 25, 1986 On-Cape Lithographers, Inc. RE: HYANNIS--Subsurface Disposal Independence Park of Industrial Waste, On-Cape Hyannis, Massachusetts 02'601 Lithographers, Inc. , Industrial Waste Holding Tank Gentlemen: The Department of Environmental Quality Engineering is aware that your company is presently using a 1000 gallon concrete holding tank for the storage of industrial waste prior to disposal. Please be advised that plans for use .of the tank, required under the provisions of MGL Chapter 21, Section 27(13) and Chapter 111, Section 17, were never submitted to the Department by a Massachusetts Registered Professional Engineer for approval. You are advised to have your engineer submit plans for the industrial waste holding tank .designed in.accordance with the Departments guidelines within thirty (30) days upon. receipt of this letter. Be further advised that you are also required to submit a copy of a contract with a licensed hauler indicating.the approved .facility where the waste will be trucked for ultimate disposal. The contract must be for period ..of one (1) year and - renewed thirty (30) days prior to expiration. Failure to comply with these requests within the alloted time periods may result. in further enforcement action. If you have any questions concerning this letter please do not hesitate to contact me at the above number. Very truly yours, Philip S. Ripa, Chief Water Pollution Control Section PSR/lm CERTIFIED MAIL #P522 '439 907 RETURN RECEIPT REQUESTED n<� -2- cc: DEQE Industrial Waste Section, 7th Floor ATIN: Peter Dore Barnstable Board of Health Town Hall Hyannis, MA 02601 DEQE, Permits Section 7th Floor ATTN: Clinton Watson 0 _ t r I ., x �r f ;. ♦, �• ,, r a !tr•t I 'i',• •r ,� !„�"` a {. may■ Z -. r C +n i7 - 45 J' 1 ' 1•,+ r ,,: -... 4'r -flt' s y". r`t ri a I "L ,z.i,si 'jtj.3iy✓3° "'7, •mow r..t ^,,- + 1 f .,i ev.. : ' rr 'f' f , .i'^. �! {r'"ter' k°rtl.'�'"`y• 'trD �_l `s.# .�� �r♦,,yrr 4rt� s fix ,�. rt . u i. rt ', t .E .:[ ' s- -�• 3 , J t .._f J ^i F i'�. -yam 'r r r .t. . n :..... •ems, ^. n•.C r +a*r - 51 t .' 3! i, i'ts�,' � ,x -R ti `a' cr rL' f".+ *ay .r .',,. s . , 'ry :.`r ALea" 4-1t h ', • „ a ; '� ,,t'S r It.�•t h� 11 •'�3•- r {t''P` { a+lti r �'•, � `S rFF�_:� ��};{ , -{ a.,',i:�e. 6 �:4� �.ir a:� .� � r `!ry"• a' a.t s . 3. > . t ; z '�' *. S fC ,v I r.-.' ,. 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'. ,, ,; 1+1*' r,:. -,� i e 3 " * y '�+ Y ° 4.s t K i' i r• r' - 4 a" 3 4t r r r �, r s: sx w, tw r5 a Ny yr t s� ly i s ♦�� �A. Mr. Petd -Doyle rJ �Y�z vi. ILer ct, X C J b 4 �. S C ti" a � �{, i f {'r i4 M r 1 �°!' r {a }7 {wk t %t' » y. t a rt .yr 4 i s a a. `3' r t- +, °i .+ +! ,s4 t';, aaR ac t !� s TY ; a r 3 ,4 . � $tE'SF° ollutioi�"Control=Divis.[aa `.T �,•-.•` t �z°z,i* •W..�,S iv �c { st, {; a. .,.. ( .a.• .i �� ,. r .r r f z j.r,.y„t*•c, ff;«'.` S, a ;.`•,„ T •� ° k .,4ti�.. j,i ,.f.Y R;k n, : *�'; �•, ;M6partirnent,of Publtc•�V'o"rks ♦'. k., ,, , rA ,� . r � r r .a >2r_ 55Ff +< 1 .A ° i a- .. y y. , ka i„4 J?,.y ,� :"% ,{ .y .ar -, °r"s !'`"{+a. . ..,�, y '` r,' ; Hganiiis, iA�.0260 a ,c. a { ,,'.. f"{ . a "" "!IF ti i s-;•s+ a ref ta<a ice,.,�ir.r a •� H e,�s' T 4 � Li ri{jet un p., y i ,.i 611 rii"�a�.i•, r A S,, ,.,};A ,�:reu, ,a7 .-..r .ti'. -•r'r' ` ti 't , T x,t,-,' ttI { i` t { Aa, } >N r .4LS �� �d fi, r d f eat. y � Res "An Cape 1,Itl]ograph :i' !g< ;: rYt ' " 14 °'' ° '' tF '§ x ,, rip '1• SIli i %f"t,j; d-. J } J, ¢: .I.. �#,' � s•'r''r"_ ° , s' i; t3 if 1, i r :F xt 4i.t. 4 F:t h,. ,+ + "�•, ~+.S 4 ::,�,,t tr r;« 8 e. .+ee4,;'.t a J• 11 yg 4- T+ v ,r ��J.1 1#.,#' z+p"-oj k 3 ,�.V r�., ,`..� o :. dt �, ?.e ht t1. , . . ; ' 1 r 'i•' 'f" S.� •AF a. :Fd ,t "4 } [-t'C 4 .,fit"• r • u i� Tear' it l�oglef (: '. -,lli{a i"f f t� r c 2. . t, , #,r. tr _;. r L r +3{.r tis.f1.Li7 r`} ''r, # d r' , +� ,a {}p4 4r J.,rb"b+ T�b'�M * 4 f.."�#`_,; ,_^,. ?�` , F.'" T �+#r.}�A i P -.t';y ♦- `$" - T , u• Y. •At r ,� 3 ,k{ u. A y '' r, ,v.r.., , s r i. . + r,3Y 4*}, I `..;' x°r Your memo datedlanuaiy 21,.1g86, , as'received today` ° "� it,4, ''"A''` ''' . ,f r t, `� rt 4r�f ` i' ;1. ,*_} ra y 4 i%{ •}T ",. -• :t � • x r'tk C." 4 ril r3 a v. �'-r� ,•. fn.,'+ E D v. .. v .' :r •'�• ,* :.:. { f s t a' +T .'• • w 9,.c.. r J, L t vr} p ,# {: S t ;a ' yv } ! 'r4 r v y E L+ S<,v, z s.-"�Y ',�tg� {x �,, f 9 y, .} . q it: r. 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THeTO,(►� BA&IXFAS& y MABB. 9 ooQMAY � ./ ad6a��ire6Qa 02601 COMMISSIONERS: (61 7) 775-1120 Ext. 123 KEVIN O'NEIL. CHAIRMAN JOSEPH J. CAMPO, P.E. JOHN J. ROSARIO, VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN PHILIP C. MCCARTIN H. TERRENCE SLACK FRE January 21 , 1986 To: Health Department Subject: On. Cape Lithograph, Independence Park On Cape Lithograph has two disposal systems. There is a septic tank for normal waste and a separate holding tank for their wash water that they collect after cleaning their equipment. They then bring both tanks to the plant. Previous to this the DPW/WPCD denied O.C.L. permission. to dispose of their hazardous wastes here. I was unaware that the septic and holding tanks were being combined and brought here. I request that the Health Department 's Hazardous Waste Co-ordinator intervine and determine whether the wash water is accept- able to ground disposal. Yours very truly, Peter T. Doyle Supervisor, WPCD PTD/n.cm \k 4 s!� 10 N061 ` r! FEs....rT�.. ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOW N......:.._oF............. �/ f /A/�5' .................. Aplifiratiun for Uiuvuuttl Works Tunutrnrtiun Vamit Application is hereby made for a Permit to Construct (>4 or Repair ( ) an Individual Sewage Disposal System at: .........®, :.�,l� �.......L�. �•.....................•-•--....... ....................................................-----•------•---------...---.................. Location-Address or Lot No. IG { ......` -1�'� l�T' ✓�l - ................. ......................... Owner Address Installer Address QType of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type.of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) W Other fixtures ...................••----.........----•...•--- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area......_.............sq. ft. Seepage Pit No----:................ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by......--•.••---•---••....................••--•------------------•-------- Date........................................ aTest 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 round water :::...._.........._... ....................................................... ---.....----------- --•-----------•-- ....._. -- ODescription of Soil............... ........ ... ........ ..... :. -- ----- •.. . . .. ........................... ................................................ -----------------------------------•. --- - -- -----•----------------- ----- ---•----------------------------------•-------- ----- ----------•-•--••-•----------------------•--•-•- U Nature of Repairs or Alter A wer wh ap ble..._ / S _.....�0_Q0..... ..1.1 .. ►- y --- -- . --- •----- .------ - r ... _ �._...... Agreement: The undersigned agrees to install a oredescribed Individual Sewage Disposal System in accordance with the provisions of iITI' 5 of the Stat itary 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. ned ----•-•-----•----•....................................................••......_ .... ........... - !g�r ApplicationApproved By_' -------•...............•--•-•-•--•-----------•---.._.......-_.... .................."...........3..--- Date Application Disapprov or t following reasons: -------------••---.....----•--•------------•---..._....---...------------------------......--•------------... .............................•---....--------------------------•-------------..........--•----------•-•----------------------------- Date PermitNo......................................................... Issued_....................................................... Date Nd�711V. 1.0.1. ................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... W. ........0 F.............rASA)�W.1-MW40C. .................. Appliration for Di"otial Workii Tomitruld' Gln_ Pr rMit Application is hereby made for a Permit to Construct 1>1 or Repair an Individual Sewage Disposal System at: .S.......4�7 .. .................................. .................................................................................................. Location-Address or Lot No. '0 44.rw..I:W4....... .P4&V.g .................................................................................... Owner ddress . 4!2V"0 .az ........ ............. Installer Address < Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder A4 Other—Type of Building ------ ..................... No. of persons........_.__.........__.___. Showers Cafeteria 04 Other fixtures ...................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity------------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. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 4 Test Pit No. 1................minutes per inch Depth of Test Pit..._................ Depth to ground water......................... �_q 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to round water ...................... ... ................... ...... ............ ..................... .......... .. .. . .. ...... .. . . ................................ 0 Description of Soil........... U .........................................................................: . ......... ................................................ ............ ........................................... ................................................. ..... .... ....................... ....... ..................................................I--,' ..... ................................................ U t S A er whe ap, ble.... .e Nature of Repairs or AlteroO- ........./440.47..... .............. .. ..... . ....... ............. ...... ..................................... Agreement: The undersigned agrees to install e oredescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the Stat itary 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. ned... .................................................................................. ............. ✓ Application Approved By...' .... ..... .................................................................. . ... ....... V. ......... Date Application Disapprov br t f ollowing reasons:................................................................................................................ ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 45 ............V..1W. .....OF................. . . ..... Jeo.W,.e... ........... THLS IS TO CERTIFY That the Individual Sewage Disposal System constructed or Repaired ....A.1ha..... -V , .3 / .................... ................................ by.... -------�?ili_i../.Ec•..................................... Installer at...... ..... ..........j&_ _V............... 01V ....e.................... 41$� R t C, has been installed in accordance with the provisions of T T�Q, ;Ve State Sani-ary Cod c ed in the application for Disposal Works Construction Pe rmit No.. .... ................. dated .. .... . .. .......................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector..........Z I.................................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH "0 WA ...........OF................ ............... ......... 7-;o- No . .... FEE........................ Permission is hereby granted....!_..tip© .tie...CRXXZP&P ......... ........................................... to Construct or Repair an Individual Sewagg Disposal S stem y atNo.......re&X'�VA'a......... ..S wmo ..................... . ......... ..... Street as shown on the a licati for Disposal Works Construction Permit No..... .... Dat d...... .......... ......................I-e t n on/th /li --- �a�t ;el� • ........... ............................ ........ ........................................................ I DATE. ..... .. ............................................................ Board.pf Health FORM 1255 A. M. SULKIN, INC., BOSTON No...... ........ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH `~ ..OF........V../- .P./..rS.T/7�3L:��............................. (J Appliration fur Disposal Marko Tngtfitrnrtiun Prrniit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ............................................ Location•Address or Lot No. ............/. -a/.................... . ........C��.._.. C.z� . ....c .1�_.......,r,�.� W Owner Address 10 4w,r2h�(ler ��yj� /� Address --••--•................•-•--- d Type of Building Size Lot.. P10out—Sq. feet Dwelling—No. of Bedrooms... . ............................Expansion Attic ( ) Garbage Grinder ( ) 44 Other—Type of Building ,l .�J, .,Fi9ra,.. No. of ersons..... A, g - �. � . p c?.r-�-.••••••-••••• Showers ( ) — Cafeteria ( ) QOther fixtures ....----•------....--.......-•---•............................ W Design Flow...h5-----------------------------------g illons per person per day. Total daily flow........:,yi��7......................gallons. V4 Septic Tank—Liquid capacity��lO.gallons Length..��--�� �Vidtla.-.. . L?... Diameter................ W Disposal Trench—No. ...e,40. ..... Width... . ./. Total Length.--- f� Total leaching arca. i//1......._sq. ft. Seepage Pit No.... ... Dtameter... 4©=6... Depth below inlet.........:;;�-....... Total leaching area.. sr ft. Z Other Distribution box (/ ) Dosing tank ( ) 6-4 Percolation Test Results'\ Performed Inl2!e. ... Date.r.Fc Test Pit No. 1.....Z.....minutes per inch Depth of "Pest Pit....../.c3....... Depth to ground wat"r.. U Ls. Test Pit No. 2...... ----.minutes per inch Depth of Test Pit-----/cl........ Dept to ground water. . a ... .d-..7'O c D...... ..-�Jl� �vtq!t'1.....----..Qi •.�_.. Q TO Z ...� �` . G Description of Soi?..... .--.._..- ./ �3 `r •• r ii IMLL7AM yG Q.y¢.17�_-.,..awry �'l l �-......zg -y�--do y_Y, .......... W /7.a..rn/. �. ....�1 .. �Y1 �!.---••-- .--...SHAw- �Q�u!e1 "1 --.. ............------- .00.4v./� ..It --. 97. UNature of Repairs or .Alterations—Answer when applicable....................................... ............................ IST ._ ..----•---------------•-----------•--••----------...-----------•--......------•---.......-•---••---••---------------•-............-----•-•----.........••••••-•-...••••...... lQ Agreement: The undersigned agrees to-install the of redescribed Individual Sewage Disposal System in ccordance with the provisions of Article XI of the State Sanitary Code—The ndersigne furth r ees not to place the system in operation until a Certificate of Compliance has been ued a board ealt Signed .... .. . . ••••.• •-•............ ... ...... Application Approved By-----��:. .... .. .......,� �� t_.......... Date Application Disapproved for the following reasons:................................................................................................................ ...................•-••••-•--•....•--.....•--•-•------....................................................................-•-•-•••-----•-------•-............-•----.................•.......-•••••....... Date PermitNo.......................................................... Issued........................................................ Date No.....8 Sr.. , t; ' ...?..v ........ / ,'�)� �"'�-•�,�� THE COMMONWEALTH OF MASSACHU5ETTS 5 � •� ;. Jw7l►^' BOARD OF HEALTH ,.„/y► ;,�.�. OF.........&,t ?��c� ..............:... ...... Apphration for Disposal Works Tonotrurtion Vern'tit ' Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal system at: . ..............,�/ C. .�tah!t.�..f...�✓Q '... !! ..... ............................... .. ..... ...................... ... Location-Adaress r .;� �r.. o Lot No. p r" 1.,. !V,o� r.......... j_. 1a ....,�?�/.�-1�.. 7....... W � Owner ...•_......... Address .........:.... - .�1A11��LS�,r`t',........ ................... j /y �n ller a,0wv , � Address F d Type of Building T Size Lot.. '. ►` Sq. feet Dwelling—No. of Bedrooms... ...............................Expansion Attic (� ) Garbage Grinder aOther—Type of Building �?�� ��_. No. of persons..,. `=........... Showers ( ) = Cafeteria �/&her fixtures ...................................•-------••---.....................v-...l-n........,...........-...._..............,_..__...._... ...........-_. W Design Flow._/_-,' .......................gr:llons per person per day. Total daily flow..:.....- _. ... gallons. W Septic 1';:nk=Liquid capacity -gallons Length.. .. �_r Widtl .... ..c . p Diameter..---- .... . c '` � ,. ---- , 1 x Disposal Trench f No. ..�'A:....... Width...0,J..._.....TotalLength . �1�?...�_.. Total'leachtng area / W........sq. ft. 3 Seepage Pit No...../......_.... Diameter... De,,! p th below et.:...... ........Total leaching<tre.t:.�?.��. . sq. It. Z Other Distribution,box (Y ) Dosing tank ( ) o t^ '-" Percolation Test Results''`` Performed b ... ,�,1 d ��_ ,!S!t .. �ey ,7; � 2 a Y ./ , ; ... Date..4..i' Test Pit No. 1..... .._--minutes per inch Depth of Pest Pit_-_. �t,?e...... Depth to ground water.. fz. Test Pit No. 2......�7...-.minutper inch Depth of feet Pit :. Dept �d a . ._ ._. G .i .......... -t .....N Descriptiomof Srnl . .. � .. ?4 � /. '' +� Z' , ' .. � R a 5 --------------•-------•------ ...._..: .: ' .......�T ` • ----•-•---------------------------------------------*.------------ /.1 !!�2- ..---. .................. '' . ..'l�!f ??' ..-.._ '9 a;W �" A 07 U. Nature of Repairs or Alterations—Answer when applicable......_........ - ------- ................. .... ...... •--••--•••-•--------•-----••-----.....-•-••-••••-----•-----•-•--•••........................•..............-- Agreement: y�� The undersigned agrees to install the af—edescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code=The undersigned further "grees not to place the system in operation until a Certificate,'of Compliance has beertis ued e board f ealthy Signed.... A.,._.. .. .... ..w --------------• --. Da e Application Approved By... -- "•-/ r �ti . . a_----------. . '"YA �' .�4............,'/r/ ,Dat e - Application Disapproved for the following reasons:.........................---•-•--•-•------•---•---•---••-------------------•--........--•-.................•... Al ., .........-•--•---•--------------••----------•----•-----.----•-.........................-•............................._.....•---•-••---......-••---•..............•-•-......... ........................ Date PermitNo......................................................... Issued........................................................ k ~' Date fl ----------------------•---`-----------------------------------_ �- -`------------------------- ------ - -- -- -------•-- THE...COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . . .....OFi. .. .. ..g-,eu,Jii'T.c[...... !. I flrrtif irate of Tomphatirr / THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (✓) 'or Repaired ( ) by................••--•••-••-•-•-•.......--•-••--••-•-•••--•----••---••---............••---•........_.........-•---•-- Installer at... E .E.r., ,c�.�c'.cl ,o. i.........................e ' has been installed'in accordance with the provisions of article NI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..,Ag ,S/.............. dated................................................ THE ISSUA, CE 'F THIS CERTIFICATE SHALL`�NOT BE CONSTRUED,"i4 GUARANTEE THAT THE SYSTEM WI L FU ION SATISFACTORY. ' ...............................................X ---' ......-•.. ........ •---•-••.....•-•-...............................DAT✓.- --------------------------------------------------- . ----------------------- --- ---------- THE COMMONWEALTH! OF MASSACKUSETTS t ---- BOARD OF HEALTH r� / /Dlv,J !�T�� .......................................O F No.B ""ASP... r, µ FaE..J ... %quagttl Tuorks Tonstrurtion rrrmit Permissionis,hereby granted.......3 ............ .....................................-•---..........---........................---••-----.......-••................... to Construct ( or Repair ( ) an Individual Sewage-Disposal System at No........�A.......�..... !_! �'f..e-t). zee—o dt =.. ........ Street as showWon a application for Disposal Works Construction Permit No..................... D. ecl......._...........--..................... .......-•........................•--.....ofeah DAT No......R_2•.5 St - { Fios... S. ............ THE COMMONWEALTH OF MASSACHUSETTS 41 t BOARD OF HEALTH �`� 7+ _ raa ..0F........; ?6l," 5............................ AppliratWn for Disposal Marks Tai ttsfrurtion Vrrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .. Location-Address ..... or Lot I ...................... ..... ............................. f..... / .......... ` p / .1 ,.. a1. /l Owner / S............ !�10 / 0fW,4. .....r�... i> / �r� Adr Sa? !..._.. .r..1.�.!.... ,,, n ess d Type of Building Size Lot.. .�1.. ? ':Sq. feet Dwelling—No. of Bedrooms._. ............................Expansion Attic Garbage Grinder ( A Other—Type of Building fr ''�_. No. of persons.... e.............•Showers ( ) — Cafeteria ( ) t Q 'Other fixtures .................................................................---.......' ' .......:.. W _ `- .....................g M per per person d Total dailyflow......... ..........................gallon;. i a Septic Talik—Liquid capacity . llon� Length.. !� ..yWidttl,_.�4- Diameter....... llelnh.. x Disposal Trench—No... ....... Width...A?! !........ Total Length../�........ Total leaching area.��........sq. f t. 3 Seepage Pit No...../........... Diameter...y! .=d:..... Depth below inlet............... Total leaching area..! _..sq. ft. z Other Distribution box (Y ) Dosing tank ( ) Percolation Test Results✓✓\\ Performed by /,,?,/.1.����X9 !�!�S`✓>�>����.- Date.s .... r� `i i ,..1 Test Pit No. I.....Iciz......minutes per inch Depth of Test Pit...... ?....... Depth to ground Test Pit No. 2...... !.......minutes per inch Depth of ,Test Pit...../�,14........ Depth to ground ...... �GAl 94 e2.n2 eg. �t4 rr�E4?,ftoa lJ�?��7 4 770-� �.. y*fl�f1 LIAM V�G Description of Sail . . _..` ,.Ja ���" r? r��il�v�l .4 744),r, �" ff.......... . 4 SfIAW------- V ............................... /7o...?»/ /v /Yli Ss�h! ....#:.�� /ra'"�"e t'�✓ 128707 en z_ .. I" ---------•--- !w/1� � �'�fit... �. /►/� .}-dr Sit► ¢�O +, VNature of Repairs or Alterations—Answer when applicable..................:........................................... � i4I 4 Agreement The undersigned agrees to install the :�f�*edescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code—The undersigne�further agrees not to place the system in operation until a Certificate of Compliance has been issued by-the board health, Signed... Z;/flln,44 C..R .. ............ Date Application Approved B ..... /��/� 9 t �l*`:e— _ PP PP Y •--.....-- ......-- .......I........... .. -----..........•. ....... ../? 'Date Application Disapproved for the following reasottt:................................................................................................................. .................................. Date PermitNo......................................................... Issued...........----------- ................................. Date THE COMMONWEALTH OF MASSACHUSETTS e — BOARD OF HEALTH �r ti (9rdif iratr of (9omp1tttrire / THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (i/ ) or Repaired ( ) by---. ;--------------•------•---------..--•---- ----------------•-.-.---.-.--------..........-....--..------------------•----•-•------------------.-..-.----------------.----.---..---.------ 7t ` `Installer ---------------------------------------------------------------------------------•----•--•-•-. has been installed'in accordance with the provisions of Article NI of The State Sanitary Code as described in the application for Disposal Works Construction Permit .............. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED�AS"A GUARANTEE THAT THE SYSTEM WILL (UNCTION SATISFACTORY. j DATE.... .. Inspector..••-'•.--,_ ..... . ------------------------ --- ----------------.-- ------ ------- - - ---- ------ - ------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ./ lv .......................OF.. .:....... tT ... .lf ......................................... No..-..-..'..GG..55..... FEE....A.T............... Disposal Works Tonsfrurfion rrrmit Permissionis hereby granted............................................................................................:..............------......••-••-................. to Construct ( 601"'or Repair ( ) an Individual Sewage Disposal System atNo........ .........:`f.....:_:!aJ_........................�N�'.c�............:!!:!5....................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... .�. ........................................... �... �� _ ........................................................ I3•t�ard of Health i DATE... ......-•--•---•--- . Became operative on March 14, 1974, al-ter publiccation in the Cane Cod Standard Ti-,,es . TOWN OF BARNSTABLE � �pF SMi E taw . �vQyO, OFFICE OF BOARD OF HEALTH • i BAHHSTABLE, • 039 397 MAIN STREET ooAtEa � HYANNIS, MASS. 02601 January 23 19 74 LEGAL NOTICE GROUND WATER i In accordance with the provisions of Section 31 and Section 127A of Chapter 111, of the General Laws, Regulation 2 of Article I and, Regulations 7 and 9 of Article XI, of the Sanitary Code of the Commonwealth of Massachusetts, and for the protection of the Public Health, the Town of Barnstable Board of Health adopts the following regulation: Disposal Fields and seepage pits shall not be constructed in areas l;l where the maximum ground water elevation is -less than five (5) feet below the bottom of the disposal field; provided, that in instances where the undisturbed soil consists of porous sand or ,gravel with a percolation rate of two minutes or less per inch, the maximum ground water elevation may be not less than four (4) feet below the bottom of the disposal field or seepage pits. Ground water determinations shall be made during the months of December through April when the ground water table is at its highest level. This requirement may be waived by the Board o b+r its , authorized agents if weather conditions, and the location of.Ythe property, soil structure and other related data establish that a test made at some other time of the year will produce the same results regarding maximum ground water elevation as would be obtained if the test were made during the months of December through April. If a waiver is granted, the Board of Health reserves the right to make allowances in determining I maximum ground water elevation. This regulation is to take effect on the date of publication of this notice. T01,01+1 F�BAR,NSTAB E- OARD F HEALTH { Rober`t'LY Childs;1Chairma-n' � V1 JII�.P./� P-TS-i- Ann J ne iEshbafigh G aid WV azard, M. AppT'Oved to form: , l Henry Murphy, To ounsel . j� I THE r0. The Town of Barnstable Health Department k67 Main Street, Hyannis, MA 02601 r/ra � 1639• � �0 YET a' Office 508-790-6265 Thomas A. Mclean FAX 508-775-3344 Director of Public Health September 26, 1991 TO: Richard Bearse Building Inspector FROM: Thomas A. McKean,�fi1 Director of Public Health RE: Southwinds Plaza/Application for Building Permit To Renovate Existing Space Attached I am sending you the incomplete Application For A Permit To "Renovate Existing Space" submitted by Mr. Richard Allen of the Flatley Company on September 24, 1991. The lines entitled Type Of Construction, Zoning District, and Fire District were not filled-in. Also, this application cannot be approved by the Health Department at this time due to recent information received concerning wastewater discharges at the Southwinds Plaza and other conditions which are not in compliance with the Board of Health's 1133011 Regulation. I have been waiting for Mr. Allen to return with a written proposal for compliance with the Board of Health "330" Regulation and the Town's Wastewater Discharge Ordinance. He agreed that he may return that same day in the afternoon. To date I have not seen him. However, today you indicated to me that construction is occurring at this site without a � building permit. Issuance of a cease and desist order is suggested due to the above described reasons. cc: Robert Smith Board of Health 9 Assessor's office(1st Floor): fi Assessor's map and lot number n t 5 woo THE, Board of Health(3rd floor): Sowage.Pernili number Engineering Department(3rd floor): 97"Ll House number Definitive Plan Approved by Planning Board 19 MAI.. APPLICATIONS PROCESSED 8:30-9:30 A.M.and I.M-2.,00 P.M.only TOWN � OF BARNSTABLE ;BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONsTRue-now 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 17, 6,5- �JNLIPPJ ^CP-4 je Kfaftl&;L Proposed Use Zoning District Fire District Name of Owner T�kt V-U�e Address Ab R(a"ge"It I 4-te PCA&rAArPA Name of Builder Address Name of Architect- C-Ln', VL Address t0i,&S 6,,O_ ?CjhfA IPM PA- Number of Rooms- 3 Foundation Aj Exterior PeWuNip- -Z cko.01�yyi Roofing MIA Floors Cgoef Ov\ AA� Interior 0,jJ1 Affikl Heating Cei� Plumbing II Fireplace Approximate Cost a tolea Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding thZe construction. Name Construction Supervisor's License QSO9 1p (SP)3 7-cl z,'y L THE Tp`4 The Town of Barnstable )A)NA I. ,� Office of Town Manager [RECEIVED OO.. .11 * `,0 rook A" 367 Main Street, Hyannis, MA 02601 OCT 1 7 1991 Office 508-790-6205 W� ierford FAX 508-775-3344 1FIMBIE TO: eobSchernig, Planning Director FROM: Warren J. Rutherford, Town Manager DATE: October 15, 1991 RE: Independence Park Sewering I have reviewed your correspondence concerning Independence Park. It only updates me from the standpoint of the Health Department concerns. The financing of sewering of Independence Park is not an issue easily resolved. Mr. Mullen, as recently as last week, suggested betterments as a method of funding and is to prepare information at his convenience relative to same. I would suggest a meeting at this time is inappropriate as we have nothing on the horizon regarding financing. cc- Tom Mul en c-Kean Bob Smith ^s t � �pF SHE tp� tip Town of Barnstable, Massachusetts ,,STAB Department of Plann' � ! opment MLK 1639. `0�'� 230 South Street,Hyannis,Massachusetts 02601 008)775-1120 ext. 141`91 OCT 10 J October 8, 1991 TO: Warren J. Rutherford Town Manager - FROM: Robert P. Schernig Director SUBJECT: Sewering of Independence Park At the Economic Forum/Hyannis Revitalization meeting of October 1, 1991, the light industry focus group identified the lack of sewer hookup in Indenpendence Park as the biggest factor limiting industrial growth and job creation. This group recommended sewering the Park west of Mary Dunn Road. The above recommendation has resurfaced the need to consider the expeditious provision of a sewer collection system, and pump station to service the Park, including identification of a financially feasible method to implement same. At the same time, the Southwinds Plaza (Stop and Shop) has experienced a septic system failure/over use, based on--a 1985 agreement that relied on a sewer to be in place. As background and coordination for this recommendation, an initial meeting was held between Tom Mullen, DPW Superintendant, Tom McKean, Director of Health, Robert Smith, Town Attorney and myself. The above recommendation was generally supported, with the need for a source of funds/funding method identified as the critical element. Attached please find the following documents in support of this recommendation. 1) Letter from Tom McKean addressing Southwinds Plaza septic system problem/sewer needs (10/1/91) 2) Letter from L. Paul Lorusso requesting withdrawal of the Town's application for Grant Funds, and private construction of the sewer system ( 12/20/89) 3) Letter of support for MEPA waiver and need .for sewering in the developed area of the park r 4) Letter from EOEA/EIR section stating that sewering of the Park west of Mary Dunn would bean environmental benefit separable from the undeveloped land east of Mary Dunn. It is recommended that an administrative direction be given to expedite this process inorder to implement past policies and commitments, protect the public health and potable water supplies and encourage continued job creation and economic development. A meeting to further discuss this issue and determine a cource of action is requested at your convenience. cc: Tom Mullen Bob Smith Tom McKean 3 The Town of Barnstable Health Department 367 Main Street, Hyannis, MA 02601 �s six Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health TO: Robert Schernig October 1, 1991 Planning Director FROM: Thomas McKean:Z;TW Director of Public Health RE: Town Sewer / Southwinds Plaza I am writing to provide you with some background information regarding the Southwinds Plaza conditional variance granted in 1985 and the recent sequence of events concerning the onsite sewage disposal system connected to Super Stop & Shop Supermarket. The Board of Health members will need to learn, as soon as possible, what is the target date for providing Town sewer to this site. The existing septic system, connected to the Supermarket, failed sometime during this past summer due to the tremendous amount of discharge from the Supermarket 'into the septic system which exceeded that which the septic system was designed to handle. It was temporarily repaired in August. However, it is believed it may not function for very long. Also, a replacement septic system was recently designed; however, it does not conform with the Town's Wastewater Discharge Ordinance, Article XLVII. The Flatley Company representatives, Super Stop & Shop representatives, and the Board of Health members will need to reach an agreement concerning compliance with the 330 Regulation and connection to the Town sewer prior to the approval of the temporary replacement septic system. The following outlines the history of events which has brought us to this point: * 4/23/85 - The Board of Health granted a variance to Joseph Fallon, of the Flatley Company, to construct the Southwinds Plaza on 28 acres of land with conditions. One of the conditions was that there will be no construction on the abbuting 15 acres of land owned by Louis P. Lorusso for three (3) years. It was believed that Town sewer would be available to this site within three years. Also, sewer lines were to be constructed onsite so that the Plaza could be connected as soon as sewer became available. * 7/19/91 - David Burnie, a licensed septage hauler and disposal works installer, applied for a permit to repair the onsite sewage disposal system at Stop & Shop Supermarket, Route 132 Hyannis. * 7/22/91 - I telephoned the DPW Wastewater Treatment Facility's Clerk, Laurie, to receive information regarding pumping records. I was told that the computer records are three to four months behind. However, I was also told she would look into this specific site and get back to me. * 8/5/91 - I again telephoned the DPW Wastewater Treatment Facility's Clerk, Laurie, and received information that there has been excessive pumping of sewage effluent from the onsite sewage disposal system at Super Stop & Shop, Route 132 Hyannis. I learned that during the month of July, on the average of 4 truckloads (or 8000 gallons) of effluent was brought into the Facility for disposal. Also, I had a telephone conversation with David Burnie of Sep-Tech Company, who stated to me he pumps between 6000 and 8000 gallons of wastewater each day from the Stop & Shop- septic system. The existing septic system was designed to accommodate only 4100 gallons per day. * 8/5/91 - I sent a certified order letter to Paul Canavan, of Stop & Shop Co. , and directed him to keep the system pumped as many times as necessary to keep wastewater from overflowing onto the ground or from backing-up into the supermarket, and directing him to repair or replace the septic system within ten ( 10) days. * 8/9/91 - Paul Canavan, David Burnie, and I met in my office. Mr. Canavan requested additional time to replace the septic system due to the additional time needed by the engineer to design a suitable system. * 8/13/91 - the system was repaired by David Burnie who placed stone at the end of the leaching facility lines. * 8/28/91 - Omesh Kumar, designing engineer for Woodard and Curran Company, submitted plans for a replacement system consisting of a leaching field of 12000 gallon capacity. * 9/10/91 - the Board of Health held a public hearing concerning the matter of the Flatley Company's non- compliance with the 330- Regulation due to evidence of excessive pumping and due to the expiration of the. three year agreement of non-construction on the abbuting 15 acres. Charlie Cummings and Richard Ellis, Engineer for the Flatley Company, were present. The Board explained that a new agreement must be presented to show compliance with the 330 Regulation. Charlie Cummings and Richard Ellis questioned if they were grandfathered due to the fact that the 15-acre set aside condition was complied with for three (3) years. Jane Eshbaugh explained that it was believed that Town sewer would be available within three years; however, the Plaza is not connected to Town sewer so a new agreement is needed. 3 = * 9/24/91 (Morning) - Richard Allen of the Flatley Company came into the Health Department Office to request approval for a building permit to renovate existing space. I informed Mr. Allen of the agreement needed from the Flatley Company. Mr. Allen agreed to return that afternoon. To date, Mr. Allen has not returned and the application has not been approved * 9/24/91 (Evening)- Robert Smith, Town Attorney, explained to the Board members that there is no grandfathering from the 330 Regulation as suggested by the representatives of the Flatley Company. * 9/26/91 - Mr. Richard Ellis telephoned to find out what is needed to obtain a permit to install a replacement onsite sewage disposal system with a 12,000 gallon capacity at this site. I informed him that the Health Department cannot approve a system of that size because it exceeds that allowed by the Town's Wastewater Discharge Ordinance. The entire site can legally accommodate only 9240 gallons per day (without the 15 acre set aside) . * 9/27/91 - Robert Smith, Tom Mullen, and I discussed the reasons why Town sewer is not available to this site. Funding for a lift station and for the placing of the sewer lines, totaling approximately five million dollars, is the main reason. Thank you for your attention to this matter. cc: Board of Health Robert Smith Thomas Mullen 3 Box 1776,Hyannis,Massachusetts 02601,(617)775-1776 December 20, 1989 Thomas E. Mullen, Superintendent Department of Public Works Town Hall , 367 Main Street Hyannis, Massachusetts, 02601 Dear Mr. Mullen: After careful and extensive review cf .the time frames set forth in the State's Collection System Construction Grant Regulation; our joint meeting with Leo Andronico on December 12th; and your phone conversation with my representative, Ed Lambert, suggesting that Independence Park may be better advised to construct the sewer system privately, I respectfully request that the Town withdraw its request for an extension of the Grant period as stated in your letter addressed to the DEP dated November 29, 1989. Please understand that Independence Park continues to share with the Town the importance of this sewering project and the Park remains committed to providing sewering for the park. Independence Park further recognizes that the ultimate decision to proceed with a Grant extension request lies exclusively with the Town. We believe that the HEPA process should not be hurried and, because of this process, the timing to receive the Grant may not coincide with the EIR completion and final acceptance. We appreciate the past efforts of the Town and look forward to the continued cooperation of all municipal agencies involved. Very truly yours, L. Paul Lorusso, President Hand Delivered PL/ep I To gown. ie DARISTABL • TiJ(Q����nP,(/G !r�!�1�`�C^�1ri ��1!JL% IIASI pp '639 �� . .sn,.ss .A[aJsaclsudc�ft 02601 (508) 775-1120 Ext. 123 COMMISSIONERS: THOMAS J. MULLEN KEVIN O'NEIL. CHAIRMAN w�cRlxT[Ho[Nr JOHN J. ROSARIO. VICK CHAIRMAN ROBERT L. O'BRIEN PHILIP C. MCCARTIN Al18DITANT 9U►[RIMTtNDENT FLOYD SILVIA November 2, 1989 GEORGE F. WETMORE John DeVillars, Secretary Executive Office of Environmental Affairs 100 Cambridge Street Boston, MA 02202 RE: SUPPORT FOR WAIVER REQUEST ON FILE 17193 INDEPENDENCE PARR Dear Sir: As you are aware, there has been a long history of debate between the Town of Barnstable and Independence Park in their respective attempts to address environmental F and growth impacts that will occur as the Park is developed. As 1989 comes to a close, the two parties find themselves more closely alligned than ever before during the twenty year development history of Independence Park. There are many reasons for the closer understanding of common problems and responsibilities; however, the leading environmental issue of sewering existing and future business development within the Park has served as the rallying point around which both sides can agree. This Department is in complete support of the — immediate installation of a sewage collection system in all areas of the developed Park as well as those areas to be developed. It is absolutely essential that the vast public water supplies in this area be protected. Each day of delay in the installation of sewer mains allows numerous businesses to contine to discharge their waste products to on site Title V disposal systems. These systems, in turn, inject thousands of gallons per day of septage effluent into the acquifer. The acquifer supplies water to the wells of two water purveyors whose production services roughly 50%. of the Town' s 40,000 John DeVillars, Secretary -2- November 2, 1989 residents . In order to stop this negative environmental impact, it will be necessary to construct a sewage collection system that extends into the area east of Mary Dunn Road. The need to accommodate the development plans of a single; but essential, business installation (Software 2000 ) in the northwest section of the easterly portion of the Park, has been explained by the Park' s Consultants, A. M. Wilson Associates. Software 2000 is, and will be, the very kind of business enterprise the Town would encourage to locate in the Park. The specific site proposed for their planned expansion is remote from areas described previously as areas of environmental concern. With the understanding that the sewer mains' and required pumping station to be installed on the land east of Mary Dunn Road are being provided initially to service this one business location, the Department is supportive of a waiver to install the sewer collection and force main system. . A joint application of Independence Park and the Town of Barnstable to the 557 Economic Development Grant Program resulted in the award of $2,130,000 to aid our plan for this major environmental improvement. Should you deny the waiver request, at best, it is likely to be several years before sufficient funds can be generated to meet the expected construction costs. Neither the Park or the Town can manage this costly project without the benefit of the 557 Grant. Construction must begin by June of 1990 if we are to be eligible for the Grant as we will have utilized the maximum allowed time for i.^.itiation of the project, including the single six- month extension that is allowed under the Grants guidelines. John DeVillars, Secretary -3- November 2, 1989 In closing, the waiver request before you will allow an immediate reversal of an environmental degradation scenario, prevent future insult to the environment and will, at the same time, not threaten the overall protection plan envisional for this most sensitive area. I urge your support in this matter. Sincerely/11;en Thomas J. Superintehdent TJM/jk CC: M. Fantozzi - A. M. Wilson Assoc. /Paul Lorusso Barnstable Board of Selectmen THE COMMONWEALTH OF MASSACHUSETTS — EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS 0 MICHAEL S. DUKAKIS GOVERNOR .JOHN DEVILLARS SECRETARY June 20 , 1989- Leo Andronico = DEQE - Division of Water Pollution Control One Winter Street Boston, MA 02108 RE: Independence Park; Barnstable EOEA #7193 Dear Mr. Andronico, I have received letters from the Town of Barnstable and their consultants, Kalkunte Engineering Corporation, requesting that I review the above referenced project to see if MEPA can release the developed portion of the project, that portion west of Mary Dunne Road, from the restrictions on issuing grant money for sewer development . My review of the materials submitted and the Draft EIR submitted for the project has lead me to the. conclusion that the sewering of the project west of Mary Dunne Road would constitute an environmental benefit and is seperable from the sewering of the undeveloped land. Treated as a seperate project , severing of the developed portion does not meet any of the MEPA review thresholds. Consequently, the developed portion of the project can be sewered prior to completion of the MEPA review process for Independence Park. Under no circumstances , however, shall any work occur in the area east of Mary Dunne Road prior to satisfactory completion of the required EIR. If you have any questions please feel free to call Dick Foster of my staff at 727-5830.- _._ Sincerely, e. Steven C. avis Assistant Secretary Environmental Impact Review cc : Senator Rauschenbach SCD/rf 100 CAMBRIOGE STREET SC=TON. MA 02202 1617) 7-27 9600 �°'r•..�'�`1y y' �� im"�`C�J " dzl- I :.+AFy+ K •+=�.w r7'^•v to 'r'' 'rl a f3< " t e +.y v. * t r 4 s ; t� r6ti r r ,r 4 n+,C L �E l ,y „ f,�kS. r{ ry"• F-,ti•'4' e' p"�,s�. i3` n` .•, ` ,.��d,3N s..0. h S ',y f fit` ! rF .r �.,,_$., a. �' �7 Pl• �. �-;,°$w.,+.}r-.'. 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Shopping'Cehter,+Iadepende►cegive, l yannts ant�tdeviate,fToam the conditidnai:a 'r f` rh '.; is variance granted,,yoii.on April Z3, 19$5 was di$cussed at'our tm�eting:.on,b[aiceli'S, 1g86 q g�`�A` ,'fib ='r �,° • %f �' i. ��.a �E rti _ kty.. 1 r ti.ty s t " n a� - 4 !�' ".A r4 �;: �s •h .p i."'; i '+'� �}' ..'° �fi.i w ,�$r tiA � 1�`� The'Board does=not`:feel.tbAt a meets wi hs, < a ! + ` a t suit)Chan a our written 8E regiment 4 p i would setveanq`usefiil urpose. p ' Fps \_.,� � ...... �..•p r w 1+ t i `4 1 r• # t ..%...! i,�/ � 1 Nt,y t 1 3, �' ' hic r :i7 r �t' •C,r s y r :, i`'� p..�j�s r " 4 0 ��,a '• ;�.e�, � n � .t•ax`a"ik .� �t� '{tt .,�� ¢ - t � .. �.- •y .r x +.�-:.'_�a k° a r rh 4� '�y.-�iC�;d'f ti•�" � )". _'= e.granted'you'a condlttional varianc83from our iritErim round'w3ter.protectiQn " .- r r. -.: s #,. r f•^ y ' " .;,`regnla#ioxi; and'from,our ground water.prote ion regulation to,ih"stale an on site sewage ystea at .yourtptopased'shop in cornpla�c The..cOnd tRt ns foir�appioving the` # `- r �r ♦ t= j at. t-1. a "r e •�,. Y,., complex; ere,fullpfdiscuesed=w.tc .ante a reefl,to'l yLyour repre nt' iv�e,Air. Joseph r ' Felton. We haves written confiimatioi:fromtMr I�a110ayA;datedApri1" 5 '1985 agreeing F ,'�'" `���tot CheiBoaid�flt He lth con`'tUtions,Qitlined in our'letter:o#April 23,'1985;.<yd "on f 1] e'f 3� •+, r f a r =� y-,� t r t ,k P k ^. F Yf j tt 4 �}c 3 --;d uic a i c,,t r t$'i i." d 5 � r 4♦}i.ti, d�.:er r m t7 4i u a.r.r._ir b ''jr .j''' ,t., ,'$a h,`..,t? '-`s 4x. i47. °7'x.,-+ :T'j"''lrr-. ,. "�� { • p n. .- � a, We;mad6 every'efforti to,be reasonabla'in}dealingWwtith<Mc. Felton aii'd yout.caMpany,;but,, rt`'f ��:s{',t%feel stiahgly that you Aou Id,honor`the cominI'm' Chi and agr'edment you;made gs a`co idttio t P , t r �l - ,..y,. d .r r,.. a.. y'-. .•, tc.. J P r, tt " :sir, }`j,-' + Y +s r { �' a• foi'buitdl�ng the<sf opping compie 3 �_.. r ! s.'iy�' „ t,° - t d �:+#�"" fs#`. t a •� its�A '�'�` a-.r' Z 5�* ist- j w K-rh, ^i4•'•ems �..,'. d Z ,'p'"a i.3 l�;,t d`'4•+'p -�r<;'Y'C' t T • r r'. Our re resen tiv , t ,�,. ,, T ti'era�;t• p; +� r ,;y ; tr p +� to a spend severakfiours with°D�lr`Fallon finatizingAhese conditions,said } Iwir.aFallonnrwa ,told th�t;no claangeslwQuld`le��nsideired. � e were!yeassured by idl a119 a � ' that'the,Platle* Company,:wool!,notirequest,any'changes_or-modifications-., ,.i '4i + �. r ri, "r, t ���Kl i ,tit.° 1 t. 7Y.i,....[ t '^ .v GT,, � „d.,`• ♦_".t , t • r t •n.,.sa�a�.�J ' i ss ,4.n'. N ..,,i, s ;a. ,•" i":,�r "a, Vir 'A�" 1 '�'.4f c`j... .;t ^T• 3 + ♦. - �s,However;if you �tillfeel it necessary;'we•rran ts ,hedulc a meetingtith-youat our Hoard ;ti at OVHealth',Meettn�l A ril 1S' 1986 �'at 4:3t1 P; i ' -, �� + ` , 1 e fa• .dS"'st+.. • a 5•. t 'A 'r a x ,: t - (, ,;.:1: t.. 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M. ,: • '' y �•, ,}, 1 �? #v 1G�`t O YZ �.•.. , r r .v x.- .•'• °,*.r 'R`t a s r� r }t 1 ^# n r' 'r^ rf t.r•v' f�.s+r,t "'..- •o k'T '• Y,� Y ''^ a' 'a' M' 4� }� •fir'"" y. fear C airman": :S- r a• r .a f -°`g „r lfi4t f, `3 <!t < e x ,� •xi .7'? s. '#.r`t f'i axd+'t /�r1' }''�.,s/'� �y s 7 r'�.a(�:f�4.1 tip. f,� •t x. .1,.� tt:; h.ZG •f'M.,t + Tt +` a .'i �5 a X�.-.g♦BOARI).,OF Hi3L�L A 77. pr'J�y"f.'�.. ''7F� ';1 r ,y �,,f.�a �a4P• A 4�„�---4�•$'F,G.r�.,;tr,t t, S: .•f_tc♦�, ?r'� �,�> .'.. 4 t $ • T\�.1r N'OF�BARNSTk {L r ,��r °4r`r , +�,?� -,'. , J'�, �.,�'k•, is.i`,•,-'4�•3 �..,b ' - ��JJjj'' �yy,, 7 +ti�.r 1•..Ar, frgY'�•`" s a "'*ti. r/s*. r�,�.,e, .:,-y:� � { ��`ditd'.`r,S Sw 7k,•,'.,yr �..�, <.. !�f`}i: asp ,.s, .si i� `.r" u. � ,sd."{r;...^� *'•r'.t; t'''�vs.��;=,�:. _ :� ,..-, 1'`. ,• � . ,�i `.'f� i�., �`t.J EASEMED T I , L. Paul -Lorusso , of '30'0'0 AlA, Melbourne Beach , Florida for consideration of one dollar , the receipt of which is hereby acknowledged , grant to Thomas J . Flatley , of 150 Wood Road , Braintree , Massachusetts , an easement for the purpose of septic system leaching to expire on February 15 , 1988 or until municipal ppa is supplied lied to the subject premises , whichever is sooner. Said easement is for a fifteen (15) acre parcel of land located to the north of a twenty-seven (27) acre parcel of land as shown on a plan entitled "Compilation Plan of Land in Hyannis , Barnstable , Massachusetts , for L. Paul Lorusso and Independence Park" and dated February 15 , 1985 by Tibbets Engineering Corpor- ation , said plan to be recorded herewith. Grantor further agrees that for the duration of said easement , Grantor will not construct any on-site sewage disposal systems on said easement parcel. In witness whereof , L. Paul Lorusso hereby affixes his hand and seal this 25th day of April , 1985 . By L. Paul Lorusso Barnstable , SS . Then personally appeared the above named L. Paul Lorusso as aforesaid and acknowledged the foregoing instrument to be his free act and deed. • My commission expires : r_ C�THE t0` The Town of Barnstable Health Department { ""rr'm ' 367 Main Street, Hyannis, MA 02601 r"" �0 VAY Office 508-790-6265 Thomas A. Mc I tan FAX 508-775-3344 Director of Public Health September 26, 1991 TO: Richard Bearse Building Inspector FROM: Thomas A. McKean�fi _ Director of Public Health RE: Southwinds Plaza/Application for Building Permit To Renovate Existing Space Attached I am sending you the incomplete Application For A Permit To "Renovate Existing Space" submitted by Mr. Richard Allen of the Flatley Company on September 24, 1991 . The lines entitled Type Of Construction, Zoning District, and Fire District were not filled-in. Also, this application cannot be approved by the Health Department at this time due to recent information received concerning wastewater discharges at the Southwinds Plaza and other conditions which are not in compliance with the Board of Health's "330" Regulation. I have been waiting for Mr. Allen to return with a written proposal for compliance with the Board of Health "330" Regulation and the Town's Wastewater Discharge Ordinance. He agreed that he may return that same day in the afternoon. To date I have not seen him. However, today you indicated to me that construction is occurring at this site without a building permit. Issuance of a cease and desist order is suggested due to the above described reasons. cc: Robert Smith Board of Health I Assessor's office list Floor): Assessors map and lot number s^ n ts woo INC Board of Health(3rd floor), Sewage Permit number Engineering Department(3rd floor): VARIST ME House number Definitive Plan Approved by Plannih.g Board 19 1 APPLICATIONS PROCESSED 820.9:30 A.K and 100-2W. P.M.only TOWN : OF 1 BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed U.se 4L L Zoning District Fire District Name of Owner Address Ab R(4�atgeie UJ I A-- AA Name of Builder Address Name of Architect Address OwkS ?ChfAll. FA Number of Rooms- 3 Foundation PiA 'J Exterior RPM,W-- Z 0(00(�J ! Hoofing MIA Floors Q 10ei 0 Y\ n-_11 Interior 0 4vA(I AP-1 (�-,tz Healing ]��) G-0,S Plumbing" Fireplace 1J./A Approximate Cost Area R_Oael Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERKJITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding thd above construction. Name Construction Supervisor's License 06 g>,s-1-5 LOCATION *j SEWAGEVERMIT a0. /. WAY V I LLAGE f Am" YAA)"IV, INSTALLER'S A N E 6 . ADDRESS Aa G.0 I L D E R OR OWNER � DATE PEItMIT USSUED DATE COMPLIANCE ISS-UED \`� e r �� �., -: ,,,,,.,, 1 ' � �'Sf _ � 4 F �•� i LOCATION SEWAGE PERMIT NO. VILLAGE A & B CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANNIS, MA 02601 BUILDER OR OWNER .I/V DATE PERMIT ISSUED DATE COMPLIANCE ISSUED t7 / _ g �► 4� �, `� � ' y,` �,�"��., -� "� � �� <<� .. ♦ L.01.s TOWN OF 6ARUStwµ� / � "�- . CAP[ • to N y -•� r.oT.c O .. P',o) (Apo 1-160) TOWN OF oAaNstAna� t•ol ti 1, .fi t• , 10 t r G a- /.� 14*A Z .I DA-! 6.Ie Ar-s 1E Bt, L.Ir IB BA-I + TA Win;•. C r14 64.7p C. NYANN/J /� 1•NY-C `- -- ibwv-1 I,�w►t• el. ,�V /Ay CSC 1A.L1'1-ItN I. IONY M.Zg4NV-'►O M - O art ILLY 7.00.t-y 7.Ga•.c•-s l� t•1f� 13 =o I C•-I z u) Ce- It r-oo) - ^.J �i 1• v-1 ��Y i I ,c: x„` t _ 2,S♦/y-1� / \ F�9fJN NLkT- 70 Ny t t /A.♦ 3 -t0 3•S: 1' Qt`4� r•td�• ! 13 -✓ to Z �` V- 1 r 1 ` � W o 1054C o I > v �a ^ S- / 2 t.20 O ' ID 1 / z t14e' CI v W I c� b ♦ �I / b3 rA[sM t•o-t t I r / s�� ��cs f etAc 1 Y / w• �b►'y 74 9C./•�a / / •.> 1 14-1 ♦a • Itl 7• 39 14-j,. V4� IG-&` fPt BOT Scours (D r>t1 01 1G-♦ /8'sOW Or •[R G O /•Mr•n v ss :3 3e �a•.. ?!t� 37 !< a, ♦ I 32 3e t +b eG t t3 t S! 22 !3 /e P ?!4t 4e4C• lo -134C 46 AC 404C 7f fa,f► )� 3/ 0 : 8 •i 4a � �[AC ° 30 I •d�� b IF R '$41♦ • A �i.S ll1 V �l C.tf41t , �J r LA VT OZAC pr 40"t THE DIRECT" OF THE too Mo. I c� %L[ AOAR6 Q A3SCESORE + .586 L��`R " SC Al =Ty S AfRMAP INC. .1 m In ��� ;�:•� . , >rr3 WWI. 587 aAr• GAD M►aL 1 { 2T2 4� V\ 0 N L�GUS e � 3 /rNO. N j f T 9 W e s 1 l Q C 0,�1/Tf30L LAW 0 T /?Z G - � v B�4F�/1/S 7:�f3L E f'LAN/1//NL V x� 34co 0 Q Q / CEi4T/FY � �i4ERAREO //Y CONFOR/'7/T>' h T �L RULES ANO �4EGUL RT/O/Yo OF OF OEEOS OF es �r�' �; ;., OF /'l.4SSACtiUSETTS. I � � l -z C-a ?DOE ON Ti5/E GROUNO //Y �4CC0.40- k 1�//Tf� Ti�/E L�4N0 COURT//YSTii'UTCT •h � ''� � FAR �`��•`=�`T�` '� BE/n�'G A SUBG�/Y/S.�G�/Y UF�G a Arlo ,�E,,�l��;.�� �` Sf/O,�✓N cam/✓ L A/ o 00,CIf?7" �'L q, �/S f;-EF��. s' �/'�'� SU,:�?1/EYDR .f ,0,4,4,E-3 ,,-i,-� ' �`'�< r'?./SiG� A/'✓ �`/1�i�'EG�IS T:EREG> ,�'O/-�� 4 W_11.� Z.t, -"C�,n x WT V 44 0', z� �2 Fi 41 t. V, WA� 0- Litt le or ftn'd z L 0 z Flintrock NOW C3 -�Z 13 .26.78 S090.-33'-29" 1z 95.84' tn Hy4f"IS,41 S320�1_ 33 -45E !�POF?r ape co C 2 7. 38' MAL S 430- 5 5'- 5 2"E ;4, LOCUS. MAP ',HYANNIS 4 . 50 100 150 -SCALE 111�27 0 0 J, \ro NIF LOUIS P LORUSSO 0/ X , C9 (15. 00 Acres) ( includes Parcel "X) N740-04'-18" W N 630- 47'-48 W 30.00, NIF L OUIS P L 0 RUSSO 001, 0 (0 S 630- 47'1-4 8 E 30. 00' NIFADAMS ASSOC 41.19 -30 LrD. o 44 - t4ro" rA (7) 2�-60.68 0 p 277 0 16 iro 0, NIF HYANNIS COOPERATIVE BANK. 0 '9 NIF HENRY L. MURPHY 63.59' 4r/ 0 _Z9 0a 0 A', e, p es1l ) (27. 14 At r PLAN R (includes _'Parce Y EFERENCES -7 I PLAN BOOK - 377 PAGE -47 0 io/ 2 -48 3 LAND COURT PLAN NO. 3 3817 13 216� ;J N/F' RODNEY—K. CARON 4v J: 4 0 NOTES' 7 1. T H IS PLAN IS NOT THE RESULT OF AN ACTUAL ON-' THE GR , BUT WAS COMPILED FROM `EXISTIN6`�PLANS,� ' A v, PLAN IS TO CR'EATE 2.) THE P PAR C C �j, W -LANC .-PARCEL A I 'TO INTO ADJACENT7 E ACRES INCORPORATED INTO, AND BECOME, PART OF HE 15.00,' N PARCEL. OF LOUIS P. LORUSSO AND PAR E C L C, /S ropHr %0 IS TO BE NIF ME PART OF THE 27. 74 ACRES OF B114 L OCK INCOR �0 THE -FLATLEY COMPANY, '0 W EARING SYSTEM: BASED ON PLAN RECORDED IN P 3.) LAN BOOK:309 PAGE 78 DATED JAN. 9, 1975 BYJOHNP DOYLE'.' 0 0 4.) REFERENCE IS ALSO �MADE TO A PLAN ENTITLEb, "PL:AN OF L ANCY 4 IN HYANNIS BARNSTABLE MASS. FOR' INDEPENDENCIE�'PARKi ,.INC. IVIF1 MOS W 5'H 0 PP1 N CENTER INGA SUBDIVISION OF LOT, Si LOT 9, SHOWN ON LAND 'COURT MONrAlW", BE OAD ' PLAN 9 33817 B AND AN UNREGISTERED PORTION" SCALE 1 46 0/ MAY ,21 1983 BY DOYLE ENG. ASSOC., INC. U11, _h. . _PRDPACC;E5�5 '�R-OA Q <) 0) o % 01 zr t, ;,vi _71 y", k SEE PL AN REF.� :1 J (0 A- 'i Sr <:1 35 6:41 41$**, 7;, $, 7 NERAL LAW E-OTION 13 A , d . 36 S _VV A d A- 4V -THIS -PLAN -CONFORMS -CER 35' TIFY TH AT, X IT i4l'�THE RUL-ES AND -,REGULATIONS ; OF THE 0 'OF- D T - ]EEDS ri R Gli 'ERS ,,� 4 C �NX NIF, RUTH, MOY 04STERED PROFE6SIONAL LAND SUKEYOR PSI V'r"'e, G oA .00 COMPILATION PLAN OF LAND IN HYANNIS, BARNSTABLE, MA FOR _7 Le PAUL LORUSSO AND 0" , SARNSTAEfLE PLANNING: BOARD ' HE 'SUBDIVI ION LAW NCV C ON199L 0001 THE FLATLEY COMPANY 4 JULY 18 1985 SCALE I "= 100, too 50, 0 100 200 FEET Y o�, fibbetts engineering Corp. qp .10, __20. 30 4 0 Now 0, 60 70 80 100 METERS Pe d ford, Fd 11 River a To unton j sachusetts -MOS 00.02 6.7 8' % L p Jo 10 -y"T-1 3 ts 7 0, b �nd.� 'Z 'n"; n,,�,,-,', ,;, "-- ., 1��_ '7; 'k, V k!F Z* j y y INDC-'roc:•:41 L�F`lV c c.= VIA y ` � - BRICK/AND MQR7VRR TDEWiAH N 6U DG CAI SH 6/RRDE K 6N` (.a)�CAYERS-/,5*rFE,CT ERRTN 8ACKFA.CZ: y - ___-- i• ,D,EPTN VARIES (/a"MIA/.) t POE't`6GO 9 iA. LEfC Ni N� 1�r / - 0 4 /�.c' OF 118 TO \ 20'" //z" PER STo1VE PVt-. 1' A � A abbe. o a1?Qy;i Lt�i. It� I d b4 0 /4 - \ ` >� � x�5T't��G � 1�,A . Y�✓� �I PE I / + � i I � 3 I /.2 � ' WASHED PRECRST kERCHING � CRUSN.ED STONE PI T RS MF"G'D BY / 1r X/STttV� JD 'C� ��i4� SEP7"iC It�r�t' F'�bP loUt� G.At_ S,?". \ �' "� ROTONDO OR EQUAL. - f� / / INV IN - 9� � \\ �\ �i' ,�oa - 3 _ I INV n(_rr- 98. ZS - - ona g j \ ----- /a6G�Q . 04 6De FUND/STURDED f i 0 O CA O s eD° 6 D oG!► �Xisi / .✓ r .- •• e o b0 p°DAeed . q c 4o A expo�tr!' L�nclr✓� I�rr' �-L zrs7 4 �1/C �eo� 4 PVC P1 P� Ex. ts� P',/C Iry ' \ EARTH wA,c,c 9 Tt7 / /f,2 � �/. � a °a a a c � DISTORB s. l o I ry V. LO 2 l o r , y ( WASHED �� EAI R TjJ WR,CLD \ \ � CRUSHED STDNF I � ° I n s EC'�'/Olv /Q-R lomL Cfi , -sric L)iSC,4AQGL (` 80 C PD� �17N:'rG�APHIC PLAT N�PLJL4i[ 70 PROPOSE r 1 UI c�+Rr c,c ( !sa ref>t:) ,C ERCRIAIG PIT DETAIL (ivoT 7'o scACE) C xts?`tnlG� ��t��trrlG 5, '�,D/A. ou T1-ETS %1_. _ l O f. 2 S CT• � — — `_ , ,o.�- •.. .• ..•. ...ono•-'..o '.. �-r - - -1=�_ ._,.....L1_ r - - ---------- ------ -- -1 -i r - - 17- -- 00 I I r 4'/O G/?ouT (rYP) a 8" SCALE l"= 2C ' 007(E7 - 1 p `,1 ' L. /NLE7 6N �E,. 7.z „ DA i A - � I I I 1 CROSS 6EC770A/ VIEW P,Cf9N VIEW .�EP'l1C lA>'✓�C'_ � I � I � — --- 1 - ------- -- "-� L- -- ------- 2 �r^Fc lEE 5 x 1.5CPU / En Pr_ovEE 4 'O G,i L L-- _—_— -- --__._---_ - TYPI C�9CDI STRIBUTION BOX L/THO�t_'AO> PLN iC A P9r,D(Js TtO1✓ 1AIA�,Tr_= ' 1'0 t f''( ('NOT TO SCRC E ) AL PxRN VIEW GENERR,C NOTES. J NEPEF0P TA•f� E-X)47dVC, /000 11�At , I AN� I S AD,-r � UA E' / r � CAST /Ron/ n,Q C<JNC2,ETE COVER Qu/,C7' UP cviT,�-! LEACNInIG �ftPfrCtTY ; �CS IGrJ Pc c. A 2 mtly / tnI- SEC �IoTE I4 j ,ORtCK FIND MORTAR 7a WITN/N •4" OF FI/V/S/•f GARDE l) 7h/S system steal/ be ins/oec�'ed when /eacA area is fu✓/y excovayed and a9a'i/2 _._ <omPonenz`s are inP,gCe. W/he/1 the syste/n iS readrl for 1*nsp(Sc1-1or fhP c< —tl'actor flE S I G,tv 1'-L O uJ shall r�otcft� the ,Coco! eoQrd of f-(eo/fh. 32 LM PLv iFES x 1Sc,Fc /rim ?LOvr~F 4 cc?n t' 4 2) WOShed crushed S7'01le sha.// be free of a// di o-t dust a:nd fines' LiTNO. PL.r9T,5 PIZoO. 1rJ/Ns;E - /Sb CPU + IOC % � �r; t�1� o - -;. • , . e • 4" 3) R// e/evczy`ions are based on da.7-um. ✓� fNi E T t - H. 4) Heavy e9uiPment Shall not be allowed to o;,oera_t(f over the //-mitS of the .seL,)a9e dISIDOSa/ ,StCinS durin the course of cons7ruc7ion of the s s7em DES 1GNN CAPACII''f ¢„ — _ : — _: y 9 y s ot�7`,cEI' — — o� ,` 1" 3"}�. s? No field roodification.s fr, the seroayc disposal sys -el, shot// be made cvit�ovt prior cvriftC Fxt-�Tl'V6 lD -lam 01 �EAr,�,ntG PT (o DEEP ) 7� �! c�Dp/-0Y<2/ of the erl3inec1'_ and •the /iOCa J 1300-rd of Nea.lth. SIDE: 21T (S.ZS`)( lo.') ( 2.5 CnACf SF ) = 49.SGFD S-4 /o` I 6) unless othcr,_ojSc nct(fd fz/i s stfm coin onen-fs sha!/ ,be ;i a(tordunce c,jith Tifle'" elo_rrom: s1 ( 5.2s ) [ /-o Ggc / Sr ) - 87 G PC I o of 7','2C State Fnvircnmenta! Code cznd any a/oP/icab/e loco/ roles. - 'oT'4L = SP2 GPI "X7 4 -O� 4_6 7) 19t a// ,points of intersection of water lines and Secjer / csj r2FchQn/ca/ point cast iron 'z L Iqu/o / e_ sha/l be insJUI/ed -fbr, both lines /o'either s1'd6 of #2C intersecy`i0/2 in7`: Dip (L—Z)ck; 'jc' P'7- (� i�i �F 3" WRC CS EVEL /0 p /°D - 8i Se 1`1c tank distrib�ti'on boxy etc. shall be /nan1jfactu/red 6s/ A, /t'o7`ondo .Sons car Z4� GPC? P z - a�pro we d e ua l: 7( Q.5 F3L 1 SF :oT•.%•;�-.e. ...o .. .o':.!:'.'9• •'.o • :.'o '.•:�.'.••:•. 9 ; 9) Grout to be used ci.t` all paints �/2ere �oi/oes en2`er or /gave a// concrete Str�cfUreS in order __(0Ti,L = 3 // CPO 3 -tn rov/de a Waterti ht -'' 5E7' ON /.El/El ,S TR[3,C E /p R/P y 1 nTAC 5YL7 -m L"W-lrt)c cfFwf ' 8�13 n P D CROSS SECT/o/V V/Ew QRsE (6" CoMP/Jc r�ED 1 ShiPlap foists in se/oyic t2/1k sha// be sealed with neoprene yaskct-5 cr asAohQ/t cement — e - _. -_ .. GPAvEL. 02 Cow►PRR,9aJE) //) Excavate all unsuitable materiQ/ in /ea.ch area and backfil/ with c/ean 9ravei or ccar.Se sand. TYPICAL SEPTIC TAB certif/ca7`e of cair2�oli'QncE as re�,uired by Sc&. e.8 -f 7?t/e rnLjst be obtained by z`hc contraC7`or upon Comloletiort of ,7 x above work. If an "as- bvi/2` •`,o/al-2 is r-cQv/Ired dL)o to STRUCTURE TO HAVE C_1. 0R CONC. COVER (NOT TO SCRJ.E1 coofra_ctor deviat/ frcin these laps Work fir Such "cZs - bui/f" /errs shot// be t3U/,CT UP 601T'N BRICK /9,11D MORTAR 1 P � TD W/T/•I/M 6' OF F/NISN 6RRDE Compensated by t e cor�trocfor. /3) 77/21'S Syste/n is net des/'yned for a yar6uc�c' 4fspe.50 un�f: 1 -1 1 FINISH 6RRDE 14) FOE S(olL lwrA f ALL. EX/STING CLOWD17-IONS DATA FE �GAId �A,is/TL�I] SU13�Ul?1ACC SEt ''IC �YSTc`lt FXI67 OOM6_STIC COh1DYNE, INC L0T'�4 /NDEPEok/DEIVCE' WAY, Ql�y_A)-TAi Lr.- M 4 S S _N, AS`�0CIA7-FO i /N6EI7_S OF _.,-- SFVRGNE CtNE /SILENGTH PLYMOUTN INC n LATEU EEPT 27, 1982 ,eCUIS D MAP. 14, l98"3� TOP pF FOUND. :• . - / 7-0 QE ,C E VEL //��//.►�//�✓ � , E�E V= IO I. - rcV7cC'r-cTcin-c 7R' 77,i��c -ter �rc�T'tTc-r qT -n-�r��t7 y L.i► V END yl / nyr.►c�T ` D /J F'6� c/Tyo. DWELZING — Wr7n PLATE PR00. 97, O O -•;. - AAA . /00.0 EX/ST/N6 GROUND TNt nnj _ �PENDen/cE I/ AI, L�t�P_H--,-rAt3�, 1`f/+55. 9G.7G A9(0.4C a Io9.D FINISH GROUA10 97.Zs /IJy. = 97.Z S ; .:.:o PIPE JNVER7 E.(E I/, 4" - sr P17-ZOCATICAl u Q C,i5ZZ RR FL /000 GR11. 0/S7 X30X ° g REINFORCED CoNc. 8" _ 'o, AAJ SEAT/c TANK ENGINEERING CORPORATION TO !�E /NSTA�.0 ED ON A ❑ D/S7Rh(3U770N BOX t :.. .. .. r �Ol FX/S1, LEACk PlT = 90 4Z 75 TARKILN HILL ROAD NEW BEDFORD, MA. ,CEVE4 STA01 E ARS E PROP LEAcN PIT t s / EXlST1Nrn DATE: 7- IS- 83 CLI ENT 1 y / SEPTIC, TANK LEACPNQ FITS SCALE: A NM0 ON- CAPE L/TN�7rnepFtiEE� ( �'� �� T YP/CR C .S Y.575M PROFILE - CHECKED: - DWG. TITLE ' DWG. NO. (NOT TO SCR�.E•) / _ JOB NO: v�'sUe►Ace �czv 6c DIsPbsA-L Jv_sT`CFM � - 1 (P , s .f ee r S PT TYPICAL t'�� PLAN E , C —� CROSS SECTION --- r qil y I � r YPI CAL - - - . r .. DISTRIBUTION BOX r , f PLAN CROSS SECTION •_ — i r , ',:�i7 A.S �` ,Y 71 M -- FOUND. SEPTIC TANK I t s V. _ HYDRAULIC GRADIENT _.....�,-.. LEACHING P I 1 \ Ex 1,5.`-'">:/�`G' C�rrs'T"�t.. t�' w ."-'� �.-,,.,-�t ..s�P/,�- - � s�,fit?t•L,, I •+ a ,. 0.4 PLOT PLAN CALCULATIONS SOIL LOG �'---`-` TYPICAL CROSS SECTION PIT# � � PLAN LEACHING PIT SUBSURFACE _ SEPTIC PERCOLATION RATE �G-s: Ti;�fr"i G/v?r�' .f'r' ,r; ELEV. N0. OF BEDROOMS �32 c: y 1 �,;I/ SYSTEM DESIGN DESIGN FLOW OWNER REQUIRED TANK SIZE ' LOT# MAP # S T /��/o� ;✓ ~/ % f�' LEACHING AREA PER GALLON PER DAY SIDE BOTTOM /. ? ►yc� OO O O O p —TOWN ��i /�c STATE= Y 0 00 ALL CONSTRUCTION T ASSOCIATED ENGINEERS O O O O O UCT I ON TO CONFORM REQUIRED LEACHING AREA TO THE REC�U 1 REMEN S OF T i TLE r � si x o0 0 0 Y AND THE TOWN OF �o T. �� OF PLYM0UTH , 1 NC. SYSTEM DESIGN �� .- -r of�% 0 ®Q J 0 .a tq d © O p BOARD OF HEA!_TH RULES AND 85 S A M 0 S E T STREET - o o h p O O oo REGULATIONS . - mob. p 0 0 oo PLY MOUTH MASS . DATE SCALE JOB # —_112olv�y��!�`�3. CROSS SECTION _ . Uc��7' I- ''lam�c4��z � ,��-:�-�. � c�S 7" �✓', i�- .19J A 12 13 SHEET I OF 5 134 35 II (WATCH LINE eUDUSlR/qS/NF SS t 47\1 \ \ \\ \ \ 90 WOODS Ii TELEPHONE I 40 (UNDERGROUND))�I3 \ \ 5 25� o / i / / 7 / / At // // cFn Cr 46 49 48 47 c� 75' NATUR Il I I III BIT. BERM (D 1 I \ 1 \ / / ' cr 0- 1 r GAS / BUFFER ,ZO / I I 1 -- 4"PLASTIC 45 6-4 I I ► } 152•b �/ ' \ / / / , _ = Cr L.C.C. NO. 33817A — �� 1 NO TES o \ 50 o I I ,(P 4 50 ) ELECTRIC I.) B.M. M28 PL" IS A U.S.C. 8c G.S. AND STATE SURVEY DISK SET IN A CONCRETE of / l 416 --r I I - (OVERHEAD) MONUMENT ABOUT 2 BELOW THE SURFACE OF THE GROUND. IT IS LOCATED IN THE APPROXIMATE CENTER OF THE ROTARY TRAFFIC CIRCLE NORTH OF THE VILLAGE I .: ,� - C.B (fnd.)N47-//-I 1 .B.(fnd.) I �/ / % �� Z 4 4W I I a eU / 0 / ' Ir 7-1 5�5 CV 4 W 1 7 1-- // OF HYANNIS NEAR THE BARNSTABLE MUNICIPAL AIRPORT. ELEVATIONS ARE BASED HIGHS/NfSS �3 / I / o _ _J / , co / 1 I I 49 "' ON MEAN SEA LEVEL. B.M. ELEV. 50.46 �'gY 43• 1 O I I I I 180 / / — \ / eV SlN CE I I 1 3n / -�� 4 4.6 I / 50 2.) LOCATION OF UTILITIES TAKEN FROM A FIELD SURVEY a BEST AVAILABLE INFORMATION ES I � / / i / I / � / 9 0 4g S \ \ h AND IS NOT WARRANTED TO BE CORRECT NOR THAT ALL UNDERGROUND UTILITIES a \ — �� \�� / / I I/ FUTURE SEWER CONNECTION r I 1 i 1 w j I ARE SHOWN. ,\ / SYS�!�EM #� � �'I/� IS AT THE NORTH SIDE OF 3.) PROPERTY LINE INFORMATION WAS TAKEN FROM PLAINS ENTITLED " DIVISION PLAN I ` 5 / 50 // / �� 3. BUILDING. (SEE SHEET 2 ) OF LAND IN HYANNIS , BARNSTABLE , MASS. FOR L. PAUL a LILA LEE LORUSSO BY I 11 \ I DOYLE ENG. ASSOC. INC. DATED APRIL 25, 1983, PLAN BOOK 377 PAGE 47 a PLAN I I ` \� �� � /� � 473 � i I ► I I I � OF LAND IN BARNSTABLE MASS. FOR JOHN C. STERGE 8t C. CHARLES TODIS BY JOHN II I \ �� - %! 1�,1 i /� ,' i i i II 1 I- Lu ' I 'I / l 1 N/F RUTH G. MOY / I 1 II <P. DOYLE, R.L.S. DATED JAN. 9, 1975, PLAN BOOK 309 PAGE 78. I m a \� i /111 1 / F9 49 51 , 45 . 'n Sul I I WOODS �� llll/I 11 N/F COSMOS J. MONTAGNA 1 38. I O 4 •6 I ,� �� Ill�jl45 1 �l 52 53 *P1400 aC.B. Q 1� I , �� 111II 1 i 4r 9/ i 113 I\ / / / - 3 4 T.B.M. *'`l4 I\\\ ,''130' N Noil %2 UP \ \\ � ;1����� ', //� / Ln -I Elev. 50.15 I INDEPENDENCE PARK N 7�_ INC. Cf) 45 5 0i�q I� , G;RAVEL PARKING LOT I / 1111 r /� II Q7 5 .A� 3� -- 111 I A13'01// /4�'0 / / i / / I / -_ r• \I I I j� 1 //// / )I�I I I , i 51 C.B.(fnd.) C.B. (fnd.) w / / IIII %I /// / I11lV 52 > / / / / / 1 Ik kI �`„// / I I I a / O / / /� 0 ` 11j\\\�\J�/ / o Go / / / 50.8 U REGISTE �E \I i 13 o /� oo t 1 RE61 ER D / L• , w / I V o 52 :. 52I . I. r` / 51 �,� 11 30 / 1 ` / END BIT. O ti' 497 DRIVE I \ L.C.0 O. 1321 C 49-9 1\ ��\J� ` / / i It 48 6\ 1 \� / /f BIT. \' I 48 DRIVE *1150-z 49-1 48 ee�M SIGN �n, CONIC r \ \\ - ATER 8111 "MA � POS 8 E, O / C.B.(fnd.) COD SIGN ELECTRIC \\\w \� H. (OVERHEAD) \\ �r TEL.M. C.B. (fnd.) CONDITION TION LEGEND SEPTIC SYSTEM LEGEND eS��`r4e 54015 \ \ YD. O�^ 6 4 9 EXISTING � v 0 C.B.(fnd.) `b'HYD.-------- HYDRANT ------------ SEPTIC TANK ` - \ \\ 46 4 00 01 Mj -0 GUY ----------- GREASE TRAP \ -0- -------------- UTILITY POLE Q ----------- PUMP CHAMBER \ i 54 UTILITY POLE W/LIGHT N/F LOUIS P \�� #150 p C.B---------- CATCH BASIN --------------- DISTRIBUTION BOX LORUsso W 531/ C.B.(fnd.) >_ 2 ■C.B.---------- CONCRETE BOUND Cr 0 -------------- MANHOLE ` ' N 'F - O TEL.M.H------ TELEPHONE MANHOLE A' AMSI S --G— — GAS --LEACHING SYSTEM --------- ��'` 15 00 Acres ASSOC I v/F HYAtVNts Od.f3Pr i< C.B.(fnd.) 8 A N --E- - ----- ELECTRIC --T- - - ---- TELEPHONE >r' '- ----____-- LEACHING SYSTEM L — — — -j RESERVE AREA F -- �_-- ---- EXISTING GROUND CONTOUR DRY" O -GOODS �O i' ._.. ._ -------- VENT LINE - --- EDGE OF WOODS _._ STORE 4'rU� -----64 ------- PROPOSED CONTOURS Qti E 64.5 - - --------- PROPOSED SPOT GRADES it DRY GOODS _ ` ORES 10 W. -------PROPOSED WATER MAIN - N/F HENRY L_ MURPHY -' �' • r' " ,27.74 Acres _. .MATCH LINE B' , - . ------------ PERCOLATION TEST HOLE -- RESTAUR/ANT;",� SHEET 2 N ------- ------- OBSERVATION HOLE Q TOTAL' apEA, SYM. DESCRIPTION DATE BY �,� O 42'fi4 Acres DRIVE SUiERMARKET r PROPOSED SHOPPINGCENTER LittlPo draela Z , IN HYANNIS, MASS. FOR THE FLATLEY COMPANY Q� LOCUS N/F<RODNEY K CARON i w p N. V 'k v � F N!F' ` `e 90 Flintrock BANK- MATCH LINE�A�� H IST GOSMOS —�-- REVISE D Pond e �P�ieR K z SHEET i �Y.1 A, C7O ( RO BULLOCK MONTAG�- pC pFt AD NA I z SEWAGE SYSTEM PLAN 09 cy Rp P\�P UppergatePond I N/F HY RUTH k ` I Ibbe I IS engineering Corp. ANN/S �R0 C. M O YCo 9 P �z CAPE) q/RP �7 3"\ New Bedford Massachusetts 9� COD 0 / - FoII River, Massochusetts � 3Z Q ALL SITE PLAN „ _j� �O 4 CONSULTING ENGINEERS Q O R.T. 28 m z A E 400 200 0 40OFT W a Z \. ^' DES BY: R J .., . - � t yR•fi SCALE I„ = 400, ti " `- 111- 01 .� D R. BY: LOCUS MAP " ? J.J.M. DATE : JULY 251985 0 50 100- 150 n C HK. BY: R..C.V. 7010 . f 7 REVISIUNS t ETTER �- L-F-SCRIPTION DATE APPROVED er NOTE� • lwt�'C=? yEP�"tG TA1VK. '� n T 1- - i. C01'1AC2EZE 4000Pei — 28 DAyS At t 44p PEiN7CPCED P- A. 5.T.M. SPEC '4.-iS - S1 T �. EN 7,2Z aA51N K NFOQCED W17N C: „ G; • G C,cL. WVN .,r ' \ 4. EASiN `CO BE SET ON SIX INCHES MINIMUM 5. CONCQE7E CONEQ 70 bE SET N FULL BED 0E MOQTAQ �; _ 4, o a' c.8 T �, f CDNC PET - COVEe TO ®E FOUQ 1N04 -MN. 'T NICKNESS �� CIA �/IIN. A0- UN115 TO ET- RAZED FOQ AlQSNO Irk, ZO k-MD1N Ca. ' r r/ 8. G._1� P Pt CONNtCT10NS TO 6E SF.CUQE-`i' MOQTAQED IN PLACE 'J :,,,C• S MIL P0LYZ7" Y\ ENE 1 Z k 1 Z' W 4- r / 1 F Epp ,� _— -- _ COMP4C7ED GPAVV-L 84(-K i 10 o.i, \ , . C' / Y '\.\r F�>cT�ti f — �• -2(i C.Ito. i t 1 0 0 0 L �i►'.J!AILr / r >' i ±� � s� 4 .� O? E U t4,�. , r .vim >EriTRy ` \ ,(p /i M' B t 0 o p 1 '�r.�1 � � c=fiNc a-C T 4, �.- v� ,..�.' � `.\ � 'ter/4p � --• $� .S 3 y , 1 0 O { a . ..\ r ' p \ O •. - ` v J -I_. �f-'; =t�iC i... L(.,✓ �' . .. .ram i {.. •mot h � � � �`Y� a ''� � � ��%r � � L -G _ �� A G,.�i�.. `.�`� I'7� :%�I,_. .�...Gv �V c. I I ' ` , � � I SEC-TICN -TNPU FLUOR _. ., , �X 1 E�T N(,v Yl14jT;ttib, �s,. wtlt• ,� -_t] �L - v '\3y `�. . Eir v ''�I _ i • � � ,.Y� '`,, "'_ 1 � ,:.a .:r..2 �.c->.� 't''2ftL-�j ` �.i. �, ,,' ! "+- U .:.GH �,Y _ a. � �:�.' c - \ I 1`:. -� � �, \ f T Q�.N1A1►.\ t �: c � _:. s f t L ti � rL, \, r �.7 ,\ � r � � _ ,� � � ' .r' •• . , \,� � 1 �, N� ... ` '` ',-�.`. .`� A•:. � T'a {•-i= Qr,.P^7'J ...!; «, r .�:J - iz / ( i 1 ',•-y h t / (1 r� [ ♦` C/ n TIC / ,--E DETA 1 L) Jf � • p � � `�'' r' ``` � \ ,\ ''sue. � �' (� - 7• D:_�r4 t r_ OF c,. •4 :_•�_ - a : �U + ls(R{tFA 'T M ►1/1 --> - �,l] • / /i,}L� .. ! Y ,�� ♦. A' E w\..� 1 1.+w s.v K•..n .41. G L• i/ 1._ `K1 `✓✓ - r - 77 r A' n, _ - - - R v �, / / 51 46, 14 lot Ij f� CONDYNE, W. 749-6600 i J ) 62 DERBY STREET ! 1 i NINGHAM. MA 02043 -16,xtz -/JA u� SCALE ? APPROVED B' i - 1 .... __..r _..-. -_._.. _ ... . , .._. r 4 .,•.A, - MATCH LINE B SHEET 2 OF 5 01 / / — _ I � �r / 1 I I III / / % i - - 3 I I 8 \ \ \ \ / '--t I I 1 11 I \ \ \ G II I ( \ 45 O 66 I I \ I I I I I I I POND \ , M / 5 66 1 I I ( I III i III. \ \ \ \ W / s —i I I I I I III I I ELEV. 34.0 \ \\ \ \ 48 I--� I1 I 1 1 _ I / rl I I II \ \ \ \ \ \ 1 _ ac �r \ n ( t I I \ CD 1 1 1 JAN.3/ 1985 \ \ \ x n I I 1 1 \ � I II \ 1 �� 35 1 \ \ � / \ \ 1 � \ � I O D S I I I ) \ \ \v i � • I I I C.B. fnd. i �64 \ ► , I I I I. 1 II I / \ � 2S I I I \ I I I. , N 1 65 ♦ I 1 I I II 1 1 \ I 4347 g I I I I \ \ \ \ \ \ \ \ \ s 6 \ J ( P ) I I I I 11 ---- _ I I i 1 \\ , 1 I i II I 1 \ \\ \ 4 / \ \ ` r \ 2 62 6� 610 I / / +i 1 \ \ \ \ ——— o \ \ / 3 66 11 11 \ _—_— / \ / I \ \\ \ \ \ co 2 1 1 \ \ \ / r / / .I 1 h 00 1 ( �' / C.B. RIM 46.4 ! Z c3� / / / I 1 1 \ \ \ \ \ \ 3 61 / / , / DOMEST SE �G / \ CONNEC N w \ �•�� _ ,----- \� 12 C.M.P _ _ INV.41.8 I / 66 \ \\ � AIN I � I / , a - -_ IN 61.45 3 U U U J „\ 65 / U U \ \ \ � � \ � � \ 1 I � \ ERM 67 67 r 100 S A E TAURA M / / \ \ \ \ \ \ \ \ \ \ \ \ ���\ \ Cii / ESI F 3500 GP C.B. '�\ n M.H. \ 0 \ o 1 ll / n _ 1 \ \ \ \ \ \ KITCHEN WAS E CONN6CTION 36 p _ I M � \ -\ \ \\ _ I / ° 6 SEWER I /° INV. 56.7 / / I �� \ \ \ r IS _ I \ _ I I \ S 64 - 45 - 3 \ E 12S / I INV. - 5960 I \ I I co co \ \ \ 1 \ .1 �L \ I I \ ; I / I \ \ \ � � � 45 - / I II .HENRY HY / 1 L. MURP \ � a� _ 66 / � 1 \ / 1 \ I - 1 1 I ♦ � C.B. 44.3 't RIM M A C.B. (fnd.) . o 1 1 � I, I / �, 6 I I / I \ 44 9 6 / I / SEWERAG SY TENr ti 1 \ A ` 2 � � 1 1 I � �, 6/ PL STIC PIP / 66 � / I I I I i � 2 , 4 I I , a / I /f r 1 l 1 l w F f T I N �,01� U RE CON�b C 6 4 N I I � � � / 4 / / / I 1 / �� \ \ INV. AT OUTFACE 42.9 k ca / / _ 1 1 , _ TH T N W / _ . � T S RAG _ N l / , _ / I \ / 44 C.B. RIM ,E� / / / ST / / / / 4 / / / \ 1 / —— / / , / /L BIT. ;. I / / ,\ ODS / / / / , W / / / B RM DOMESTIC SEWAGE / / / / / / / / � E E / / \ / CONNECTION � 44.9 P 66671 / / � � I 7 6 67 / / / / / t I / / / / # O``"GUY POLE 75 r / / / / / / / \, >> \ W � l_ / / / / �, .� T.B.M. /5 u� # IS / /� / / / / / , / / / / C.B I / I / \ \ � / Noil / u l y. I SYSTEM # I � —, � � 60 �_ � / � � l l l / Elev. 46.32 , 54,855 .F• PERMARKET _ \ \ / // / / / / \ S �y / i, � i � l l l l l / / \ r 45 M.H. DESIGN FLOW - 4115 �„r INV. .- 61.104 , , \ _ / o _ F.F. ELEV. 66.00 cn O l I r ro 1 / C I \. / / KITCHEN WASTES / I I I / I I I / �� \,, 7 , O O I I / l I.45 I I I- I TELEPHONE , / FROM INDIRECT r I I I I / \ � �� I, a o / T / / / I 1 I I v.• I L � I I I , � (UNDERGROUND) I Ln r� 3 / O I 1 I i �.! I 140 i \ � ASTE PIT. co / I I I 13 N _ / I I _ / 1 I I I \ \ \ _ � � � � � I � r � � � / I I I I i 1 I� i I I I I � \ ��\\ Z 00 i / / 1 1 I I Q 11 I I I 1 I \ i \ GAS 4 PLASTIC ; GR ASE TRAP a BUI DIN 45 hl L rr / r i rn S I cp l 55 6 / 14 1 \ 1 \ I I I I \ \ SEWER TO BE LOCATED � I �� � / I I LE A A ON Sy TEMS I \ \ 1 I \ I I I I \ \ \ / '(SENDING FU LUKE TENANT \ 1 vp \ \ \ I I I I t \ ,� , - / i I h \ \ \ \ 1 I I I \ \ �\ / 'tN REAS D TO A MINI UM OF \ \ \ \ \ I I I POND REQUIR MEfNTS. GRE 'SE � � \ \ � \ 1 1 I I I � � 1 i TRAP SIZE 1500 cols. 1 \ I ELEV. 33.8 TITL \ 1 \ 1 I I I \ �� / \ \ I \ 1' M. � \ \ \ 1 I � \ \ v i _ \ \ 1 65 / (P 43 0) \ \ / co / 18 I ILf \ \ 1 B 66 6 \ / / ✓ 15 - �4 \ \ \ 13 � / \ \ \ \ I I I 12 II I II 1 4 L / -4 r o / \ 1 I \ 1 1 \ I I I► T °I C.B r 173 - \ I 1 I \ \ \ \ \ \ - / /i / �' / _I { / / \ / / r i � 6 \ � I \ \ \ \ a / / / TEE.M.H. w / / \ _ 6 5 / . \ \ O / / i (''8 W. _ / 6 / \ \ \ \ // /// / CONC. V -GUY POLE tt65 p i II / �— \ / 1 1 'C \ \ \ \ / , // / i r - r POST I O / / 8 / \ \ 1 I' I E \ / / // / \ \ / /' / i _ 58 \ \ \ \ \ i / �\ M48 / \ \ \ \ o / i 'Oo / PL GG D N / i , _ _ C.B. S U B / tk I I \ \ \ \ \ \ \ \ / i /, / I c, N Z 50 r 11 -06 W 54 ; 68 22 53 \ \ \ \ \ \ C.B. J / I 1 / / N/F \ I \ I � \ \ / I RODNEY K. ARON . _. � 1 4 3 / C.B. fnd.) 1 I l .., I / is _ v C \ 1 1 / 1 . r / fn _ I � � I \ I 1 �_ / . / In �nLID \ a ► / I 3 � � I I 44 I _ / L M _ / \ I l I ' 45 . 7 / � 143 o N/F N/F \ \ I d' \ �: ELECTRIC N 1 I I _ I H T P IH K. K \C RIS 0 ER . BULLOCK � I_ COSMOS J. MONTAGNA \ � � .�: I I OVERHEAD) ; r a J \ ` \ _ S � I 52 M.H 1 _ O . � � INV. a�1J,45 ° / M.H. . WER 8 EW I. . WOODS INV. 0 � �E o S R 00 /° I - . \ I INV.- 4 .0 I \ I I / I \ 3.55 \ I I\ \ w u, I 50 I \ \ I \ \ N i \ 51.5 \ w r I01 \ l \ l \ � 14 \ \ cn E 50 \ � i . � L \ \ \ 1 74 z X •\ \ \ �. 46 \ � 1 # L g 1400 4 \ I \ 51 i 1 a n, A I MATCH LINE � SYSTEM #4 3000 S.F BANK I DESIGN FLOW 225 GPD = SYM. DESCR I PTION DATE BY i FF ELEV. 51.50 I I PROPOSED SHOPPING CENTER - N H ANNIS MASS. FOR Y , r THE FLATLEY COMPANY REVISED i T PLAN SEWAGE SYSTEM E:. . - tlbbetts engineering Corp. =' . ._ 9 9 P Massachusetts New Bedford, <, . FoII River Massochusetts CONSULTING ENGINEERS 4 • DES. BY: M.H.S. II y = 4 •., __, ,, }.. SCALE I 0 DR. BY: r _ J.J.M. � DATE: �lULY 25 `1985 o a' X 8 C HK. BY. R.C. V. t 7010- I SHE ET 3 OF 5 - N/ .F , ANNICOOPERATIVE BA HY S K N N/F ADAMS ASSOC. LTD. It 62 63 • ; 61 r 68 C.B. . 1 r / I 67 ( / / I I 1 / 66 / - - _ _ -- S-64=23i E / I 67 . nd /C.B.(f7 594.89 i S 68-29- 4 W / ./ N/F - I / I / Dc64 / / / LOUIS P. LORUSSO ( �` 6 3 / / 157.71 / / C.B. fnd q / RIM 63.7 C.B.I 12 /6 s-'22 65 / S WOODS / r i 63 / / BIT. . C� 7i 1 / BERM % F / .Q• / o -4� /� 64 �o a / �•, w F J STONE BOUND_(fnd.) a 64 TB.M / , / I / 14 r l IIt / E/e v. 64.29 k C.B_(f nd.) END PROF / 8 WATER MAIN �., / G 66 (Z /' 63 w000s 1 / GAS 4 PLASTIC 67 66 00 # 6 / 62 i A- r / I L ( / TELEPHONEr(UNDERGROUND) w / i I / BIT. BERM N E I- i -I M/ / / I r ELEC RIC (OVERHEAD) T (0 —J / 41 / SYSTEM -# / o M � 3 1 / c� 79,360 S. F DRY GOODS STORE � 1 N DESIGN FLOW = 3968 1 I 1 � GPD / / i/ Z F•F ELEV. - 66.00 W o 1 6 O / � r / c� 65. 3 5 ._ — 6 h � �, I � 0 61 / \ WO I DS l z / 6.1 / It h / I g I / I r � E / � 5 16r 15 14 N/F / 64 / / I i hM.H. It / HENRY L. MURPHY _ � INV. _61.90 SEWERAGE SY M FOR I o, Q / FUTURE CONN TION TO THE _ / s, 1 I (o / / S T WWS -SEWN SYSTEM m / . � Aft � I � 64. Cp S 66 6 'P �� 123 / 2 4 6• .9 � O i 5901 - I 1 nH. n o _ It o I _ II a IN = :_ 6 .7 I . 0 5 _ f 4 I � I I s I ' � I I / I / I V I 66 9 / I LU 5 / 4 I r iLEACHa II r i G ' Y I I u a9 IONS S � I _ I 5 I/ I I10, 400 a0 � I I I 5S'- (� o INCRE SED T A MINIMUM i 0� o i 10 58 OF /o LAR ER THAN ,,� r I I I o __ - - _ / I Q I I I 63.5 / I r- REQ IRED BY ITLE Q n� Q/ 4 I / 11 II 4 � i � (P 3 ) ,� 1 _ / � / l l I 65 7 65 6 1 GD / 6• / 7 I � II II II / I h � 3 � 66 7 � 3 / . I a Cot / w / w 0 0'• w 5 3 Q (o cn a0 / / i M.H. _ / — Q °' = 66 _ (o NATU AL M 00 M.H. o INV. = 61.05 / 75' i -I _ / / 2. 0 /0 6 SEWER --►-^� M.H. / . INV.=61. .00 /o INV. = 59.75 6 / BUFFF,R' 7-()NI I I I ! _a0 L6_ -' / _ ! d- a0 65 0 / ) I I I 55 M 6 SYSTEM #5 / #3$ 66. W / I l 7 0 � �# 7S (0 32,713 S.F DRY I. c� GOODS STORE ` 65' Y4 o / / / - — 11 r r r 54 Z DESIGN FLOW= 1636 G / / F. F. ELEV. =66.00 / / / __ _- - ---- I 66 n - , �60 - --- I J \ 19 18 \ / / / � � --- I 53 / (P4$48) �� 55 — — — SYM. DESCRIPTION DATE BY IILLJ - -_ PROPOSED SHOPPING CENTER _--- ----- -- / 52' - IN HYANNIS, MASS. FOR 58 ODTHE FLATLEY COMPANY 6 L� ( / /// - - - U / _ 51 REVISED MATCH SEWAGE 'SYSTE M PLAN LINE B tlbbetts engineering cor 9 9 P New Bedford Massachusetts Foil River, Massachusetts CONSULTING ENGINEERS DES.. BY• M.H.S. �� SCALE: I = 40 DR. BY: J.J.M. DATE 1 25, 1985 FC HK. BY, R.0. V. ri 7 — - 010 ur j SHEET 4 5 NOTE : - OF Y T �k' ' S S EMS #I, #2 & # 3 ARE SIMILAR. SYSTEMS-` ` 4 a 5 ARE SIMILAR. INFORMATION T A 0 ON UNIQUE 0 EACH SYSTEM IS PRECEDED BY THE SYSTEM NUMBER: SEE GREASE TRAP EXAMPLE ° 2) 1.5 /o = SLOPE OF LINE FOR SYSTEM # 2. SECTION THIS SH EET FOR SYSTEMS#18r 2 ELEV. 64. 6 1.) MN. 61.8 MAX. !, 2.) M IN. 64. 1 , MAX. 64.6 64. MAX. 64. 3) MIN. . I, M 6 A I. 15 1.) 96� L) (10 TO MANH LE)(20 TO SEPTIC TANK) L) .7 I.) IO ) , 2.) (36 TO MANHOLE) ( 4 6- TO SEPTIC TANK) 2.) 17 2.) 5 2.) 1 2) 883 SLAB ON GRADE E 3. 5' 3.) 96' II 12'-01, BUILDING 3.) (20 TO ANH LE)(25 TO SEPTIC TANK) 3J 10 3J 5 ) 6 0 (TYP. ) (TYP) 4 ELEV VENT TO 1- BUILDI,NG a I) 66.00 ELEV ELEV w 2) 66.00 ELEV. 0 -) 64:5 ELEV L) MIN.. 62.9, 'MA:X. 64.3 w � 3) 66.00 1.) 63.9 > 2) E 4.7 2.} MIN 64.0, MA,X. 64.7 2. 64.3 I.) 6 3.6 3.) 64.8 ) 3.) MIN 64.4, MA,X.64.9 c� 2) 64.3 A 3.) 64.7 w PAVEMENT 3) 64.7 �,.• PAVEMENT U. 1.) 1 % 311MIN. ° ! w 77777 I/8 - 3/8 WASHED (V . _ , r _ . •_. _ •.- •-�• < •. < '} . . . . . . ., : .• � � ,. w, N z STONES S = o ,ii -�, • 3 2 BACKFILL BAC F II �� � K ILL 3 6 Sch 40 P V C. � VEL � HIGH WATER ALARIM y 3' Sch 40 PVC. S = I% _- �. 411 Sch 40 P .C. _ L) I"_ 611 LIQUID LE 11 � 4 -00 U 2J I'- 6 - 6 Sch 40 PVC. PUMP ON 0 0 ° 01, " " 0 11 - 6 INV. INV. 1 U•�o uu o °v INV. 3.) } t G o 3/4 I I/2 c� 11 Ys� ,•`v a o WASHED STONES INV. I.00 ° CAST, IRON SANITARY TT E /. L I.) 60.43 1.) 60. 33 5 1.) 6 INV. INV 0 I. 3 -5 3 ) 1 2. `60. 63 2.) 60.58 L) 61.20 2.) 61. 0 LIQUID CAPACITY I. 60.68 1 ) INV. 2. 62.00 3.) 61.85 _ 3.) 61.2 5 3.) 61. 20 • L) -7Q00 GAL. i 105 2.) 60.88 � � 3. 2�- 10�� - L) 60. 18 ' _. 2.) 6 . ) - INV. 3.) 62. 10 2-) 6000 GAL: 3. 61.50 1 PUMP OFF -, I. 6 . t, 3.) 6000 GAL,,. .., UMPS _ ,. ) 0 18- ,. •. 11 � DUPLEX EFFLUENT P INV. ' BOTTOM OF ram'_' •, '. • _: • .�LI. J• ../ 1 •: rr, 0- SCHEMATIC THIS SHEET) (SEE P,. ING SCHEM ,. ,. ___; _.. • ,- ._. - L) 60. 18 DIFFUSOR 3. 61.05_ - ELEVATION ` 2 I. 8 6 .4 L 6 2 0 3 „ - _ .. �. �. ....,,.�.. .._....�.,� ._..,.�_ .;.. .. (DOSING VQLUME IJ 2 155 GAL., . 2. 5 - 6 2.) 2 - 3 ,�, ; L) 59.22 3.) 6I .05. _� 1 11 1 11 - . 1648 " , 2J GAL. _ 6 2 - 3 ,._... _ 3J 5 3) � , , 2.) 59.47 3.) 1796 GAL. �.) 60:09 CROSS SECTION OF PRECAST CONCRETE SEPTI C TANK PRECAST CONCRETE PUMP CHAMBER PRECAST .CONCRETE FLOW DIFFUSOR OSS S 4 _7 ROTONDO ST 6 14 2 ROTONDO X( 8 L FLOW DIFFUSOR L) ROTONDO ST. 9X16 x 5 DISTRIBUTION BOX XI -6 T _ 9 _ 2.) ROTONDO ST 9 6 ROTONDO DB T X16 3.) ROTONDO S 9 6 • NOTE. TYPICAL SECTION- DIVERSION MANHOLE TO BE 2 Q3 ADDED BETWEENBUILDINGS 1 S TE M L Vf LINE AND SEPTIC TANK FOR NOT TO SCALE _. FUTURE DIVERSION OF FLOWS TO THE TOWNS SEWERA E SYSTEM. SEE PLAN VIEW. ( ELEV. L 4. 5 ' 4.) 50.0 5.) 64.4 M1 5. 7 ._ 5. 6 5 ) 5. 5 5. 7 2 ) ) 64.7 A 11' M 6 - 0 _ 12 - 0 TY TYP SLAB ON GRADE � � 411VENT TO BUILDING ELEV d ELEV < � BUILDING w • 4.) 50.0 0 4.) ,51.50 _ 5.) 64. 2 MIN. w 7 5.) 66.00 ELEV. ELEV � 64.4 MAX. 4.) LOAM a SEED > 4.) 50.0 4J 50.0 � 5.) 64.3 5.) 64.3 5.) PAVEMENT; w w u. 4.) 4" D.I.C.L. CL. 52 �Jr- II w :_• 3 MIN. ,., •. I/811- 3/81WASHED a: _ N 1 STONES 5.) 4 SCH 40 PV.C. --_ -.- - ;• - N z i.. .,. A KFI BACKFILL B C LLB - - - 3 /o :. *. t ' LIQUID LEVEL 4 Sch 40 P V.C. S=1 % ; • ' p x fi 6 Sch 40 P VC. .. O a II- 4.) 11_ 11 Q O d t�e I _ o `• 1 11 - ° u 0 ego ud 3/4 I 1/2" J° INV u yo c p �° WASHED STONES °0 INV.-_/ � � 0 6 ° INV. 4) 4708 CAST IRON SANITARY TEE _ 4) 47.38 n INV. •. 5.) 61. 03 INV. 4.) 48.00 5.) �1.35 LIQUID CAPACITY - 4.) 47. 13 5J 62.00 c.• 4.) 1000 GAL... 4) 46.93 INV. 5.) 61.10 5.) 3 000 GAL. 5) 60.88 4.) 46.93 • , •' INV. BOTTOM O F 1 5.) GE):88 DIFFUSOR �. 93 ELEVATIONJ' 5. 60.88 , 4. - _ 3 9 _ .. 1 I I 4. 16 ) 5 4 _3 11 ._. _ 5. 59.92. 5. . . CONCRETE FLOW DIFFUSOR FFUSO R - .PRECAST .CONCRETE SEPTIC TANK PRECAST,,', CON , �. CROSS SECTION OF D 4 - _ ROTONDO X 8 L _ 4. ROTONDO ST 6 x s I DISTRIBUTION 'BOX FLOW .'DIFFUSOR _ ) DB - 9 5. ROTONDO ST 6 x 16 - 3 ROTONDO TYPICAL SEC TION 10 MIN. SYSTEM 8c o 1 10 4 5 ) a BUILDING E '(. 2.) 10 `ELEV. ELEV. NOT. TO SCALE /' 0 I.) 65. 2 I.) 65. 2 CHECK VALVE 2. 5 2.) ,\ 65. 3 ) 6 . 0 ... -��_ NOTE.: • UNION ALL PIPING 3 SCH. 40 PVC. 24 WASTE ONLY • KITCHEN ST 4811 ` F - LOWLINE S = I % 7� 1.) 61 . 10 GATE VALVE 6 Sch. 40 P.V.C CAST IRON TEE 6 Sch. 40 PVC. v v a v CHECK VALVE c CO � e p 'I 11 - t l 9 J r, c a f, v A o a P o ` PUMP DATE 8 6 DIA. INLETJ w 611DIA. OUTLET SYM. DESCRIPTION Y INV. - J ti INV. _ PROPOSED SHOPPING CENTER I:) 61 .85 1500 GALLON _ 0 to 1.) 61.6o FOR 2.) 62. 20 LIQUID CAPACITY -v 2.) 61.95 Y. EFFLUENT PUMP PIPING- THE FLATLEY COMPANY INV. _ � •, DIVERSION MANHOLE a.) 61.95 REVISED PLAN 2.)62.30 SCHEMATIC 1 NOT TO SCALE SEWAGE SYSTEM DETAILS ROTONDO GT 5 x 10 15 SYSTEM oF s�^ tlbbetts engineering Corp. �.� rUBER.TG. v', New Bedford, Massachusetts TYPICAL GREASE TRAP SECTION � Fall River Massachusetts NOT TO SCALE �; IJr,. 29'3I s� CONSULTING ENGINEERS DES. BY: M.H.S, SCALE: AS NOTED t(EC DR. BY: J.D. .> DATE • JULY 25 1985 f� ..; , : C HK. BY: R.C.V. I Job no. 7010 II _ I ,ffe MATCH LINE B fil 7 #9 /77 5 -7-� 0 NN 0 If flit, Jill,, 11111 111 8 W-7 4 5\ 6 - . I I I I I b 66-5 6( ------------ POND 48 ELEV.34-0 n 31,1911,85 a) A P 3.5 .-IT v CID W C.8 (fnd 64 2 Z) LP - I , C\j 65 1 �p ( P4347)1 of ' CO I fill IV V -71 .2 62 61 610 1 1 40- / E ,� RIM 46' 4 Z 4 v., /S E / DO EST SE 'AGE m CONNE C If INV 4t 8 66 If C B. I T. IN 61.45 Ij U \o�\ t 65 ERM 67- 67 s"YSI ji EN 2 TAU F_ 1100 S Aff �E NN C) ESIGN F-LO :35010 IGP c B, _V2 A z 0 `C--DNNk M.H. 0 KITCHEN �A S_(i CTIC �4 36 0 , 6" SEWER 114, INV=56.7 61 c Nk N, 0 -ID 1 -5 \ / "N S64 - 1�2 I I i�lz_17�p 2 S LIMITS OF CLEAN - N - 4vD.I. 4 25 1 N INV 59-60 X COARSE WASHED AND VENT rD k I YP BOTH FIELD V.. bo -14 5 PROPOSED I 1/4'RIGID E NDUI-r FROM PROPOSED PUMP N, PANEL LOCATED W�PUMPCONTROL 6 H PVC tm � C,13 Rim, 44 3 r B (fnd�) GROUNDS (PO 6 C WX AND 16**12 *e 1**12 0 F4 R 6 6 C_�_- 449 4� -0;'PLASTIC PIP -2 GROUND FLO S) 12 L0 H 80 PVC c\j GROUND (ALtRl SHALL qE TYPE INV AT OUTFALL 42.9 �WMS IR iD t�HH'�_ OR Tj 63 4'SCH 25 MIN / I M.H. , --A! - - I D ENT INE BIT. V, VP2 K 0 D S _,0MESTIC S P POSE '-ON�'EC_ I ON 1 00 GAL N 'AP 67i 67 &V '4 14.9 10 66 7 s Pnc %-- M. .-I T 8./10. 5 # IS Cr`-GUY POLE '�75 I MIN vq- Z CB up SYSTEM I H IH - \0 54,855 SF SOPERMARKET Ele V. 4.6,32 uj 45 - DESIGN FLOW = 4115 M.H. 6 V\ INV .= 6 1.10--7, co �FF ELEV.. 66.00 .7- f: 0 -1 0 / � SCH SOP (T) 3 68.0 1 -1 - -_ I I / f I I I 0 KITCHEN WASTES PROPO ED 1 45 1 1 1 1 1 TE LE PHONE 0 FROM INDIRECT D-BOX GROUND) "F va U K) WASTE PIT. -- - - t _P _y I 4C) \NX (UNDER tt"I x PROPOSED 4S( 80 PV z PROPOSEO CL OUT PWP BfI Y . ALL OtJ LE 'GAS 60 Ty- If z `4"PLASTIC q N\7% -RA. GR��SE LEACHING LS) A T E�-D S EVtE R TO 8 FIELD NO.1 f)ENDING FUT-�__�E TE_ N7_NT 59 AN EXISTI LI T POLE -,TRA�?--SIZE IE 0 0 �901 s JM - I - 8 EIFV 33.8 V 1,4/V. 31,, 1985 PROP05E LEA HING IOU N TP-I FIELD 0 ur) LIGHT POLE u (TYP) (J) ro 6 (P 43 '0) 11 \ \1 -) I I I 1 12 M. z, VEN V=50.75 6 00 \ -_V" -4- 5B 0 'j , 0 T B-." 173 % CB A;" 57-// E iAc;`N 1 1, /P i /I / , I L L.. 62 LLJ 5 58 --CONC. 0 0 8 `1 % S T 0---GtJY POLE 965 0 C6 t:�� 1_� \6 � PO 58 L t1r) 1-1 \ \ NN co GED \ \ N 0 PL�G b c\j c 6 SJUB NN zz/ r z 50 > 1,A_ 2_2� - N, \NN N 68T_� -06 53 Ln 7- cs CC N. NN \ \ , \ NN \ 0 53 &B.- C 8 �fnd.) LJ N, (fnd- it ELECTRIC U-) 0c I (OVERHEAD) BASIS OF DESIGN AND DESIGN CALCULATIONS (REVISED) 144 1 1 1 0 45 143. A, 'ESTABLISHMENT- SUPERMARKET G. REQ'D. LFACIIING, AREA (FOR TOTAL SEWAGE FLOW) TVPF, OF 4P, cli, B WATER CONSUMPTION . 312/90 1. AREA BASED ON PERC. RATE OF 4,0 MINAN. W1 BED ARRANGEMENT z 5� 5/31/91: 246,000C.17. 0114,100GPD 52 2. RE �11,45 Q'D. LEACIIING ARFA 9,200 X 1.2 = �,�40 S0.01ARF",ITI--,T iN V. =' ER ' OD S �S . 8 SEWER VI H 0�j DATE ADDITION OR REVISION C. �AV ' ALCE DAILY WATER USAGE: r W 0 INIV etplpl. 1.00 !INV -1Z 3. LEACHING AREA PROVIDED = 12,C00 SQUA R17 FEET 3.5 5 U1 OF &14 1- INDIRECT WASTE 700 GPI)(BASED ON MEASURED F1,OWS Oq FALMOUTH STORE) 4. UTII,IZF,2 - 6,000 SQ. FF. I -DS 5 0" 3F, 2. SANITARY WASTE 3AOO GED (BY DIFTERENCE) 01 OMES u 11. APPLICATION RATES A 113 2 0 4 100 �GPD 4 -___1�z- ______ - ;5) TOTAL 50 ol -------- O� Lu No. r 2.962 -C t s 1. RI7Q'D. APPLICATIONRATE 0,83 OPD/SQ, Fr. z m D. ESTIMATED SEWAGE FLOW:' 46' 4 '2. ACTUAL APPLICATION RATE 0. 49 __ 1400 0 69 GPD/SQ. FT. --- SOf 5 Sims. L'""'INDIRECT WASTE 70OX2= 10,400 GPD TERM APPLICATION RATE 0.34 GIIDISQ. FF, 3. LONG SANITARY WASTE 3,400 X 2 6,800 GPD of n DRB M ATCH LINE A 1 . REQ'D. DOSING VOLUME (FOR TOTAL SEWAGE FLOW) SYSTEM t4l DES.BY: RCC Y: GF8 CK.BY: OK "TOTAL 8,200 GPD 3000 S,F BANK GREASE Ti -WASTE ONLY): 1. 6,000 SQ, FT. X 1/12 Fr. X 7.49 GALs/Fr,3 3,740 GALS-'. -` DESIGN FLOW = 225 GPD THE STOP & SHOP SUPERMARKET CO. Fl. RFO'D. RAP CAPACITY (INDIRECT FF ELEV = 51.50 STORE No. 03f 1. 4AM GPD X'I DAY 1,400 GALS. USE EXISTING 1,500 GAL,AND 7,000 GAL. TANKS .1. REQ'D. DOSING PUMP CAPACITY (FOR TOTALLSEWAGE FLOW) HYANNIS, MASSACHUSETTS AS OREASE TRAPS 'AIJS - 15 MINS. 250 61"M 1 3,740 G SEPTIC SYSTEM REPAIR RFQ'D. TANK CAPACITY- 2. DUPLEX PUMPS DESIGNED TO AUTO MATICALLY ALTP RNATE, EACH CYCLE, WILL 13E PROVIDED 1. TOTAL WASTE 8,200 X 1.5 12,300'GAI.S. (PROVIDE 13,000 GAL. TANK) SEPTIC ".3 VIS..;TEM LAYOUT PLAN SCALE: 1'�- 40' NO.: 91441 .01' BASE MAP PREPARED FROM JOB Tibbets Engineering Corp. DATE: AUGUST, 1991 SHEET: I OF4 Drawing Dated July 2S, 11985 WOODARD & CURRAN INC C 0 N S U L T I N G E IN G I N E E ' R S PORTLAND, ME BANGOR. ME VVELLESLEY. MA A i i P U i U 62 67" 1100 ESK ,F 'Vi7f4 PROFESSIONAL GRAPHICS DPD-3D / SLAB ON GRADE BLDG. M COVER MANHOLE FRAME AND C ER r 8 45 _ -103 6 SCH 80 PVC LEBARON FOUNDRY CAT. No. LA268 — a 6 SCH 80 PVC ' 5=0.02 SET FLUSH WITH EXISTING GRADE MANHOLE FRAME & COVER MANHOLE FRAME & COVER TYP. OF 4 ( ) - LEBARON FOUNIDRY CAT. NO. A26 S-0.02 L 8 r+EBARON FOUNDRY. CAT:.., NO. LA7.68 R FINISHED/ SET FLUSH WITIH E GRADE SET .FLUSH. WITH FINISHED GRADE. CEMENT MORTOR BED & SEAL TYP . / { ) APPROX FIN .GRADE ELEV. 62t i FIN 'G _—� VALVE BO1X 8c VALVE BOX COVER PRECAST RISER SECTION APPROX { RIDE APPROX. FIN. GRADE- ELEV. 6�.2i WITH TOP FLANGE. 3 TYP UP TO FIN. GRADE TYP T (TYP) SS LIFT' CHAIN - FIEL01- 61.5E FIEL02 59 f zo c 4'. �/ . a NOTE. 8p 4. . p`, e. o. ,. 4: Q. .o•. 24 DIA. TYP .- .. ENV. ELEV. ° ® ALL OUTLET PIPES SHALL BE ... ... ... .. a ,, e. . IfNV. ELEV.. 24 DIA: t a. S, 6 5a8.00 �7.50 °'. INSTALLED AT EXACTLY 'SAME G.p Se a a SS GUIDE RAILS - :, 2 H 8p 18 ELEVATION TO ASSURE EQUAL T7 00 04 wPV (TYP) : >.•., I a .c DIA.ca C @ ' DISTRIBUTION To H LEACHING S� , 0 4 SCH 80 PVC VENT o T LEAC G s rn i o 2 DUPLEX JUNCTION BOX- _ - - (TYP) Fl1 L.D. I „ = o = o �° ,, 6 t� ca > � co 2 co ��'� 3 V-0 0 4" SCH 80 PVC 77 — -- DISTRIBUTION PIPES SOLID C� =T = INV. E EV. INV. V." „ 6 TO LEACHING FIELD L _e t ELEV. INV. ELEV� w 0 > w INV. ELEV; `° — INV. ELEV. _ L _ N ( I 57.67 t t \ 56.00 rINV. ELEV. x O� � I 0 57.75 + ,�7.00 ,� > a w o w 58.00 a I ° .d t I 56,83 O o _I t SECOND PUMP START 4 DI GATE VALVE oC > N HIGH WATER ALARM a °.' 3 TYPIA." f n- z a z , . { ) 12 MIN. 3 4 �i ELEV. 55.75 t \ \ \ \ o a / \ ``\ \ \ \ UNDISTURBED t t „ CRUSHED ST / // // // /// BE w t 4 Dl TEE (TYP) �\ \\�\\I\\ `\ �\\ MATERIAL o PUMP START i ( ) \ ' _ I �2 TYP) o ELEV. 55.25 c� t -.�4 D CHECK VALVE . •.d (2 TYP) PUMP STOP PRECAST CONCRETE V. 51 75 "�-- ., r ELEV. 3 X4 INCREASER DISTRIBUTION BOX ,, , (2 TYP) „ 8 —8 2 —0 MIN 6 1 2 /67— "P�7zo ^�::�_ .-- BASE ELEV. 50.75 a / TYP - PUMP (2 TYP) ROTONDO DB---11 6' BAFFLE W/5 6 DIA. HOLES // W 12 MIN. 3/4 // CRUSHED) STONE / / / /\// \\.,\ \ \ \ \ X. UNDISTURBED / / / / /. /\ //. \/i�//\/\/\ / (TYP \\.\\,\ \\.\ /i f / \\.\\ ) \ �ATERIAL TYP „ (TYP) 12 MIN. 3 4 UNDISTURBED / MATERIAL TYP CRUSHED STONE „ 24 -1 I (TYP) C 6 3 000 - CONCRETE PRECAST CONCRETE PUMP CHAMBER 1 GALLON PRECAST ONCRETE SEPTIC TANK E E - rt — ! N O PC 6X 4 ROTONDO ST 8X10 13 � BAFFLE ROTO D 2 APPROX. MAX. ELEV . APPROX. — O FIELDI 62.1 f FIN. GRADE _ FIELD2 60.3E P APPROX. MIN. ELEV. A PROX. FIN. GRADE I FIELD2- 59.5E GEOTEXTILE FABRIC 4 DI 22 1/2 BEND . „ /./ /,/ /. / /./ /'� /,/ /./ /./ /. 4 DI TEE (TYP) r. / // /. r./ / / / / 4 SCH 80 PERF PVC /./ // /. //.�f✓/ , i/f. ,r././ // 10 —0 100 2 MIN 10 —0 CO ER too U S DISTRIBUTION PIPE — — —s OP =0. o — . — ... ......... ....FROM LEACHING FIELD . ..... .. .. . . . ... .. . .. - .,I E o0 0 00 0° 0 3 MIN: 1 8 —3 856.83o WASH D P A STONo / :.., ... / DATE . ADDITION' OR REVISION // ... . ....... . ... ... . ..... .... a o \ \ •� / / ... ... . ........ ... INV. ELEV. 56.33 ........ / /. LIMITS OF CLEAN COARSE ... . .....Q M z 1. 3 MIN. 3 -11/2" \ ... .. ... - 3 4 1 2 \ c� — x WASHED SAND WITH LESS � , x Q \ - w THAN 2 M N/IN PERC RATE WASHED STONE BOTTOM OF BED TO BE LEVEL ....`: _ o AT ELEV. 55:00 Li ;. .. .. .......... z : .. .. \ � . . . . .. . . .. ,/ r UES.BY. ,RCC DR.BY. RDC CK:BY. OK THETOP & SHOP SUPERMARKET SCO. STORE No. 031 HY ' N S LEACHING FIELD LONGITUDINAL SECTION AN C , MASSACHUSETTS SEPTIC SYSTEM REPAIR SEPTIC SYSTEM PROFIL E SCALE: -NONE' JOB NO.: 1 1� 9 44 .01 W DATE, AUGUST, 1991 SHEET, 2 OF 4 HYANIS D G V Y �/'\) R R O4lD U �i \ INC. ARD & � A� C o S T 1 G I N N U L. N G E _N E E FY S - P R N O TLA D. ME 6ANGOR. ME WEt,.LESt_£Y. MA ADJUST TO GRADE WITH COURSES MANH OLEOLE FRAME A ND COVER EXISTING 6„ DOMESTIC SEWAGE OF BRICK AND MORTAR LEBARON FOUNDRY CAT. N0. LA 268 CONNECTION FROM SUPERMARKET t4 COURSES MAX,) SET FLUSH WITHFINISHED GRADE 3 BIT CONC. PAVEMENT _ APPROX. CEMENT MORTAR - FINISH EXISTING MANHOLE NI H GRADE BED AND SEAL INV. ELEV. 61.1 a d DO O O p 1 .a po n. „ C>Q pGS o 12 .GRAVEL BASE 0t3o 0 1 Z o o• ,.o 0 0- . o RECONSTRUCT INVERT TO DIRECT „ p o _ 2 STRIPS OF 1 BUTYL -DOMESTIC 4 DiA.• PRECAST CONE T _ -..,........ ...:.....:: DOM�STIC SEWAGE TO PROPOSED f TOP. SLAB SECTION . ..,. RUBBER JOINT SEALANT F MANHOLE MH-1 • .. 4 SAND 4R GRAVEL FREE 0 ALL �''�...:..., WASHED PEASTONE y CLAY & LOAM NO BOULDERS EXISTING 6 INDIRECT WASTE ---.-- 3 DEEP ABOVE CROWN OF PIPE 4 DIA. PRECAST.:CONCRETE � 8 „ „ LINE FRON GREASE TRAP MANHOLE: B ' . 1 8 MlN.-3 8 MAX. SIZE STONE BASE SECTION c ✓ / ) \ 70 SUIT ..a • o -a Q d , t, 0 „ - 1.33 v 6 n CRUSHED. STONE 1 REINFORCED PLASTIC. MANHOLE •: • . 0 0 0 4 PERF.-PVC o _ _ _ _ . .a , o :,o MIN. _ RUNGS AT 1 N CENTER` EDGE OF' FIELD � a s (N. 1 1 AX. SIZE STONE) 2 0 .. (3/4 M /2 M E E) TOTALLY FREE OF IRON FINE & DUST 3 a 6 a TYP ALL EE S, T FLEXIBLE RUBBER MANHOLE BOOT GEOTEXTILE FABRIC _ ., 1 WASH L B 0 EXISTING 6 SEWER 6 P VC V E ER TO M OF FIELD _ 55.0 BOTTOM ELD EL E PROPOSED MANHOLE MH-1 R E : a - I 6 M N. FILL EXISTING - LL E SING CHANNEL WITH . ON V ." I NG 6 I CONCRETE TO MATCH INVERT , E.XIS T TO EXISTING_ --� SHAPED CONCRETE INVERT , . 1 „ 7 000 GALLON SEPTIC TANK 2 MIN. 3 4 '� _ �� 3 MINIMUM DEPTH ACH N FIELD . SECTION \ \ \LE i G F r U \ \ \ \ \ r : CR SHED `STON1" NO SCALE TYP UNDISTURBED MATERIAL CON T PRECAST CONCRETE Y S W' R MODIFICATIONS OF MANHOLE E E _MANHOLE A NO SCALE0 h .:SCALE- - DI ELBOWS WITH 2 4 E 5 1 8 MESH S.S. SCRE7E_N_\ , I 4 D1 .VENT N, CARBO . .CANISTER Mp _ 0 A A_ Y (CHEESE CLOTH BAG �. C OR GRANULAR CARBON } FINISHED GRADE l H 5 h I .',. 4 , T : , V 0 A \ a C? d o a \ 4 6 o po o po o � z o R Q T � . T D G i o 0 0 / 0 UNDISTURBED � o o a � c� \ '� , o / , o MATERIAL i _ COMPACTED BACKFILL_ SANDOR GRANULAR 1 - MATERIAL� 3 BITUMINOUS h L N 1 FINISHED GRADE 4 I H D R E S NC PAVEMENT G 0 z <. 12 -GR,A EL BASE .� - t V q , � b / k E o , / 4 S E 0 3 CRU _ - i r '.� CONC. COLLAR � R 2 0 P A - I _ R , - PiPE : OW 4 PVC ELBOW `„ p T . 4 PVC �YP i / U 11 I h I PAVEMENT DETAIL q , M NO SCALE V DETAIL R TYPICAL . .ENT DE A L TYPICAL TRENCH DETAIL NO SCALE ! t, 1 _ NO SCALE PUMP CHAMBER GENERAL 0 N TES PIPING SCHEMATIC SC EM IC 3 NO SCALE 1. , ALL PRECAST PREFABRICATED 0. T RE �c P EFABR ATED STRUCTURES SHALL B DESIGNED STONE SHALL , ALL E DES ED 1 BE TRIPLE WASHED & FREE OF IRON FINES,..AND DUST IN PLACE,: N 20 CONTROL ROL PANEL SHA LL BE A DUPLEX C V� TO WITHSTAND - 1 D E CONTROL PANEL WITH _NEMA 4X Wi A H 20 L AD NG5 AND W! V D 0 NTH WATERTIGHT JOINTS. & MUST HAVE LESS THAN, 0.2 PERCENT MATERIAL FIN 1 ER THAN A NUMBER 200 , ,, , iv U -.E CLOS R�. COMPLETE WITH r 0 PLETE TH MAGNETIC CONTACTORS; ALTERNATOR, SIEVE _ LTE N ATOR, EEAsa DETERMINED N (LATEST _ -.,TE Mf ED BY A :THE A SHO TEST METHODS 0 S 1 E H D T 1 AND T 27 !ED TION . _ , H -0 A SWITCHES; , CHES RUN LIGHTS TERMINAL RM L BOARDS , 115V CONTROL ' CONTRACTOR W W T L : 2. TRA OR SHALL MAINTAIN SEWAGE N E A E FLOWS .DURING CONSTRUCTION. CIRCUIT; 0 . OVERLOAD AND SHORT 'ORT CIRCUIT PROTECTION; _ , C T RO ECTION ALARM LIGHTS; 1 MATERIALS AMLf TS ER ALS AN CO � - D NSTRUCTiOP SHALL'BI `Il`I CONFORMANCE E 0 MANGE WITH THE STATE _ AND ELA PSED S_D TI M , CONTRACTOR E METERS. 3S CLEAN CUT PAVEMENT HALL LE N T NE ENT PRIORTO EXCAVATION 0 'E T ENVIRONMENTAL 0 L CODE TITLE V AND THE TOWN OF AR T B NS ABLE BOARD OF PROVIDE CLEAN,AN UNIFORM G P 0 E A E 1 EDGE. PAVED SURFACES WHICH ARE HEALTH REQUIREMENTS.Q EMENTS. 2 U U 1 DUPLEX PU MPING PIN M G SYST EM SHALL W > H L BE AS MANUFAC TURED BY ABS PUMPS ! OMITS OF R OUT,S D ' E iTS K WHICH E TH L 0 iCH BECOME DAMAGED HALL BE SHALL INC. D N MERf EN CT F.E. J <, ERS ASH LAND,D H L o .lo OR u, EQUAL. . P YCONTRACTOR Q L , 1�EAE B TH AT . D E A 0 ADDITIONALCOST TO THE. OWNER. V _W Eft. 12 ALL PVC PIPE SHALL BE SCHEDULE 80. r 22. PUMPS, A DACCESSORIES FU i Y ; RN N FURNISHED B THE UM SUPPLIER EP P PPiRSH L A . T P E SHALL CONTRACTOR OR SHALL PROTECT EXCAVATIONS WITH APPROVED A a A R A BARRICADES, 3 A R DES 1 ALL PRECAST CONCRETE ;T ET STRUCT URES TUBES'SHALL C LL I W R EVE o a � ON-SITE. E T COATS OF B SS _ : E ASSEMBLED Y B THE CONTRACTOR 0 J AN 'SIGNS V AG OR P Si TE. >; LIGHTS, Q 5 UNTIL EXCAVATION ION S FILLED AND GRADED 'T BITUMINOUS W T I FI LE AQ 0 A M S WATERPROOFING ON yl}i iNT E ERIOR`:AND EXTERIOR TE R SURFACES. A - N , CONDITION D TE A ADDITION OR REVISIO _ . ACCEPTABLETO THEENGINEER. .�.: E EER. 2 LOCATE EX STING S EWER LINE AND INSTALL W L N AL N MH L E 1 AND MH 2. , 1 ALL BAC KFILL 'SHAL BE C P L OM ACTED TO 95%' OF- 4 MAX. DENSITY. . T ,.5 'CONTRACTOR a SHALL W ._COT C A PRO T STR` TUR R LL TEC U ES UTILITIES,f S SIDEWALKS, A_ � L T1E DE LKS PAVEMENTS - 4. MODIFY NINV. , . 2 MO Y EXISTING MH 61 0 A.1 OT ! FACILITIES S R f=ROM AMAGCONTRACTORS & ED E CAUS D Y H E B 7 E OP 5.. ERATtONS. 1 CONVERT EXIS NG 7 EXISTING 0fl0 GALLON SEPTIC `TANK 0 _ T A GA ON `G. . GALLON GREASE TRAP BY EXTENDING , TE IN G INLET T 0 TH LE TEE T E MID DEPTH OF THE E TAN AN K AND ,THE E 0 N 25. REMOVE A DISPO F P S O T I7 E SECTION,N PU P o EC o fvA s CO NTROLS,oMANHOLE TR L5, , 6. 0 TRA TOR HA ,R : O NLANDSCAPING > . C N C S LL EM VE AND REPLACE AL F_ CE LAF C U E TIED. BY 0 TL T TE T E E 0 2 OF 1 THE SOTTO M aF`THE _ FR AMES AND COVERS VE S OF THE EXISTING PiJMiP CHAMBER 1^J1TH CRUSHE D < ;H. IOPERATIONS. S STONE N AND iNSTA WITH L SE WER EWER PIPE ,TH RE U11R D N Q E BEND AND CLEAN OUT. ; 6. GRAV EL BASE COURSE E E C S R E SHALL CONFORM 0 FORM T 0 SECTION_ 405 .OF 'THE E ASS..:..: 7. -..VERIFY IN LOCATIONS, _1 M I 1 E _ALL L C T10 S UTILITIES, VE O L T ES AND CONDlTlONS SHOWN ON THE D.P.W. STANDARD TA DARD CFI, E ! CATION S. _ I_ 6. TA VENT 2 INSTALL E INS F- L LINES FROM D OX Ufv P B STOP A CHAMBER N O E HA BER AND FOR THE 'DRAWING AND/OR AFFECTING THE IN T A N OF W W , E S ALL Tf0 THE NEW WORK. ALL I LDS AS SH • DfSCR PENCIES SHALL T ATTENTION` F F E OWN. E ALL BE 0 THE0 THE ENGINEER. 17. PAVEMENT SHALL BE CLASS ] BITUMI 0 IENT, N U S CONCRETE. PAVEM TYPE i ! D S. Y. RD C AND SHALL =,'DR.BY: C .B . N LL CONE EK Y K O M T { 0 R OSET N C SECTION 460 ) R C OF THE MASS. D.P.W. D. WST ND A ARD V 27. EXCAVATE _XCA TE FOR...LE ACHING CHi G _i L N FIELDS TO P RCA f., E B LE SAND. MINIMUM DEPTH 8. SEWER PIP INVERTS R S M E TH ALL. S E � ARE ESTLMATED...AND SHALL BE ESTABLISHED IN FIELD SPECIFICATIONS. „ „ ._ V _ F EXCAVATION 0 ECAATiO 8 0 MA XIMUM MUM DEPTH -0F f XCA ATI N E V 0 10 0 Xi TI N G P V WHEN THEE S !PE AT NEW MANHOLE 1S EXCAVATED. T H STOP : S THE � & HOP. .SUPERMARKET CO.` , 18. G 0 E TEXTILE SHALL N L BE NONWOVEN FI LTER FABRIC BR MiRA R F!c 14a- 9. F MATERIAL A OR ILL. M TER AL SHALL BE CLEAN COARSE WASHED SAND FREE FROM CLAY FINES EQUAL. 28. PROVIDE ELECTRICAL PO WER TO PROPOSED PUMP CHAMBER FROM. THE STORE -NO. 031 ,: T P DUST, ORGANIC MATTER, G STONES, TTE LARGE TO ES, MASONRY STUMPS FROZEN CLUMPS OF STORE AND WIRE PUMP ALARMS BACK TO 71-IE ALARM PANEL IN THE H1'A�INiS 'MASSACHUSETTS 9 1 . I W DOSING PUMPS EARTH WOOD, ;TREE 'BRANCHES, AND 5 CONSTRUCTION UC M SHALL I, H ATE 0 STR TION MATERIAL, AND SHALL L DELIVER A MINIMUM of 250 GPM AGAINST A TaTAL STORE CONFERENCE ROOM .AREA. . , H DYNAMIC A F AVE A PERCOLATION RATE OF LESS THAN 2 MINUTES PER INCH BEFORE AN HEAD 0 16.4 _FEET. THE MOTO E D ift. SHALL BE 2HP 1750. RPM _. SEPTIC SYSTEM AFTER PLACEMENT. CONNECTED FOR OPERATION ON A 230 VOLT, 6OHZ., 3 PHASE SERVICE. 29. SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES MANHOLES E C YS EM REPAIR.' ., U c H PUMP THE M SHALL I L L BE CAPABL E OF l P AN E PASSING PIPING MANHOLE' FRAME N N 1 i 4 .,,0 P LE RA�tE AND COVERS, PUMPS, 10 N _IDS. EACH PUMP VE , MPS CONTROLS & RELATED STONE SHALL BE TRIPLE WASTE & FREE OF IRON, FINES, AND DUST I D R N, E T N PLACE, , SHA LL BE FURNISHED NTH A GU I GUIDE RAIL SYSTEM COMPLETE EQUIPMENT. LE E WITH SLIDE N & MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 00 GENERAL ORAL :NOTES & DETAILS 2 N RAIL AND UPPER GUIDE E G DE BRACK ET ASSEMBLIES WITH N Y W H DISCHARGE.'ELBOWS 5 AS DETERMINED AA HO TEST O T 1 A EVE DE I D 8 THE 5 E METHODS 1 AND T 27 LATEST EDITION . E AND FLANGES, LA GES AND STAINLESS S 30. CT L STEEL LIFTING CHAIN AND HOOK. V THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS 0 LEVEL SCALE. NOTED JOB NO.. , 9144i.p1 CON OFF-SITE. SHALL. BE MERCURY TYPE FLOAT EXCAVATED MATERIAL OFF I SWITCHES WITH SUPPORT S TE. IDATE: AUGUST 1991 5H ET: 3 OF 4 DET IL. G BRACKET. E A DW : 31. AFTER EXCAVATION T E 10 0 THE REQUIRED GRADES AND BEFORE PLACEMENT , OF, MATERIALS THEEXCAVATION E AT ON SHALL BE INSPECTED BY .THE B .THE .ENGINEER. VO CUR RAN : DARD & C R INC. , ©.` , T N E N G I -N E R 5 C N S U L 1 G E ; GG S Y Q . H1�N M iNEL � MA �' E2TLANt3 ME Ft. � L l.!~ --- ------------------ F SHEET I OF , 1 OF TEST BORING LOG TEST _'.BORING LOG , TESTBORING LOG SHEET 1 OF I KUPFZR#Aff i WESER,,INC. 'GEO .1�. � 11 - I�I I I- ; I 'I, . I . I 1 11 �, '. .. KUPFERMAN& WEBER,INC. St WM�WAN *E19ER,M,,: p 'Lea hitio Field ' op & Sho Leaching Field �Istbp & :Shb C p 44 Stop & Shop Leaching Field GEOTECHNICAL ENGINEERING GE(IEC14NICA L ENGINEERM P t91366 PROJECT , NO. E91366 EN VMNML6NM SC4NOES 'Hyannigo 'MassachuSetts ROJECT �'NO., ENVIRONMENTAL SCIENCES Hyannis, Massachusetts ElIVIRONMENTAL SCIENCES DATE:8/9/91 MATERIALS TEST7NG DATE:8/9/91 Hyannis, Massachusetts PROJECT NO. E91366 MA TERIAs m nw DATE: 8/9/91 GROU140 ELEVATION: 4GROUNDWATER OBSERVATIONS GROUND ELEVATION: GROUNDWATER OBSERVATIONS GROUND ELEVATION: D DATE STARTED: 818/91 GROUNDWATER OBSERVATIONS DATE��'STARTEO,- vilqi ATE DEPTH CASING AT STABILIZATION TIME DATE DEPTH CASING AT STA131LIZATION TIME DATE STARTED: 8/6/91 DATE DEPTH CASING A FINISHED- 818/91 6/8 29 3o, at completion DATE FINISHED: 8/8/91 �DATIl5,:IF*lSl4E0 1818 30' ow atcompletion 'DATE T STABILIZATION TIME ow 3.5 hrs 8/8 ��'DRILLER: jolkinii Well Drillers DRILLER* Jenkins We'll DdHers DRILLER: Jenkins Well DnIters REPRESENTATIVE: RPW ENWR .AE`PR9s041rAY1 PW ENG'R ENG'R 'REPRESENTATIVE: APW TYPE S RATA ...... CA04 TYPE STRATA CASING SAMPLE CASING - r� � .,'' SAMPLF. VISUAL IDENTIFICATION VISUAL IDENTIFICATION SAMPLE TYPE STRATA 6WH , BLOW$ ;CF CHANGE/ NOTE DEPTH SLOWS CF CHANGE! NOTE DEPTH BLOWS CF CHARGE/ VISUAL IDENTIFICATION .Fr IFT ' 9AWU OF SOIL AND/OR ROCK STRATA FT IFT NO. PENJ DEPTH SLOWS16" SAMPLE DESC. OF SOIL AND/OR ROCK STRATA FT IFT PENJ No. VEPI* , BLOWSIr REC. NO. SAMPLE DESc. NOTE , 11 — I REC. DEPTH BLOWSwl 0 F SOIL AND/OR ROCK STRATA 3*Bituminous pavement 3"Brtuminous pavement 3*Bituminous pavement FILJ_ Tan fine to medium SAND,trace Sift little fine to FILL Tan fine to mediumSAND,trace Sift little fine to 1.2 FILL Tin fine to medium SAND,trace Silt little fine to Gravel,little Cobbles(Fill) Gravel,little Cobbles (Fill) loll 8 9-31-41 Tan fine to coatse SAND little- Sift, little Gravel 81 18/0 5-6.5 12-9-13 Gravel,little Cobbles(Fill) — 5 Fine to Wd.to coww Cosise, —10 Q 18112 10-11's 9-12-21 ss a2 18/18 10-11.6 9-18-24 es SOM Tan fine to coarse SAND trace-Slit trace Gravel SAND Tan medium to coarse SAND little Gravel 8/18 __LC�_l I_.6 5-10-13 ss Fine to Tan fine to coarse SAND trace Silt trace Gravel Coarse SAND 7 ss Tan fine to medium SAND trace-Silt trace-Gravel s3 18/12 15-16.5 6_6� SS Fine to Tan fine to coarse SAND traco-Sift s3 ltVl2 15-16.5 4A10 92 18118 15-16.5 Tan the to medium SAND trace-Sift Comm Fine to SOb SAM s4' ' is/I$ 20-21.6 �7-14-16 ss Tan fine to medium SAND trace-Sift —2 0 r,4 18/18 20-21.6 6-7-7 SS Fine to Tan fine to medium SAND trace-Silt 18/18 r -23 ss Fine to Tan fine to medium SAND tmce-Sift 4 SAND ?Mdurn SAND . .............. —25— _25— - 16118 25-26.5 10-12.2 st Tan finaric,medium SAND trace-Sift -26.5 18/18 --is Tan-Flust fine to medium SAND trace Silt trace Gravel 30 —30—__ ss 18/18 30-31.5 4-4-6 Grey fine to medium SAND trace-'Sift 7 '10112 3S-36A 'Grey fine to ooarse SAND trace-SM trace.Gravel Wall installed at 35' —4 LE —40 NOTE I S'I-nffv*from augo" NOTES:1 sample from alugers NOTES' '-"m*Ir0mau"q 4.pushng piom of gra%vf 2.,1nWmk%At 2.intermittent qrV"idng 2.InIormittent grinding 3 Stratum 610ctod*61h augers WON SAMPLE TYPE CASING CORE pRQPQRTlQNj USED SAMPLER PROEORIIQNS USED SAMPLE" SAMPLE 1YRE &ISED 0.6RY" C-corat) W.WANWD TRACE 0 70,111% TYPE HSA O-DAY C-cOREo W-WAV41ED TRACE 0 TO 10% l4qA D.DAY C.CORW W.WA&,FO TRACE a TO icy% UP-UNOISITuftrzo PISTON LITTLE 10 TO 2"o TYPE. U0-twMR.Mew PINTbN LITTLE 11070 W% 10 SIZE �lze om _41— up-1.0018"geopwtoN A'AuWR Y.VM& 38.al tiTTLE 10 To 20% ttn& VOON WME 20 TO 36% HANNERINT-0A A.ALIGER V.VANE SS.SPLIT I SPOON some 20 TO 35% HAMM E R qj'(0) 14 A.AUGER V.VANE SS.S"SpOON SOME 20 TO 35% ;;.VN=YV49EDTV~ALl. AND 35 low% HAMWR FALL UT.1.04"TUARED Ti4WALL ANO 35 TO 50% HAMWR PC(N) LIT-tff4DtSTVR13ED THWWALL Am MWWA wT. ___AAG 315 To IV% 14AMME A FALL I" T twft ow par"W"'amod 16 dwmft NO tndfw r0ck Iva based on Visual ldeWftadon of N*mriewod alai -MoUlture 000tent Indicated My be affectod by thneof year and waw added The Wnts and pervent"mod to dee6tribs soll aryft tock gre based on xftuso Idshoticstion of the mwed taoves, molstum oontent Indicated may be affected by Wne of year 1`10 am Water added TM W Pwceftl"t1W to d,,,,ft 601-416,100 We based an vittmil of%o WoOlvd 98010". "ttft onniso"Indicated my be oliteclod by tirm of jew and wate,Wed titdr4 ow dffA0 Process. WSW levels"r vary with Seasonal"Uttion W41ft clerse of*oll tatweli"when ftw borkq was taken. The stralftation W*S F601ftent ft 8MMkrWA*boundArles du*V the*"proms. Wow%voils my vefy wAh Seasonal"Aiation and ft deeme of wo tatuton when ft boring was taken. The stramcmion Rnes reoresent the awoorate bmndxoes &I*v 04 dd*v pre—as, woor level,rnay*"*0 Seasonal ftwuMbn and the dwoe 61 Sol,oat"jon o0han the boe"was taken, The sustwestion lin"repasent#M amr betWeen ato &W I SMW tranell;one MW r to OWUW, bet--n soll Wes and The actual trarlsilla.ne my be 1padual. between"ll"as and om Wuxi Itansitions"my be pradval. o i"We boundaTift _71— SHEET I OF I ,SHEET"i or 'I TEEST PIT LOG ST PLT LOG m GEOTECtWICAL ENGINEERING WORM ar M z Nil Stop & Shop Le ching Field Stop & Shop Leaching Field GEOTECHNICAL ENGWEERING ENVIRONMENTAL SCIENCES H annis, Massachusetts PROJECTNO. E91366 EWROWENTAL SCIENCES Hyannis, Massachusetts PROJECT No. E91366 MATERIALS TES17NG y DATE:, 8/9,191 m4TEMALs TEsTiNG DATE: 8/9/91 CONTRACTOR: Sep-Tech Inc. GROUND ELEV.: PT CONTRACTOR: Sep-Te#Ch Inc. GROUND ELEV.: FT ENGINEER:'RPW OPERATOR: ENGINEER: RPW OPERATOR: EQUIP.: MODEL: TIME STARTED: EOUIP.: MODIEL:' TIME STARTED: WEATHER: Clear, hot CAPACITY: CY REACH: FT TIME FINISHED: WEATHER: Clear, hot CAPACITY: CY REACH-, FT TIME FINtSHED- EXCAV. BOULDER REIMARK P 13OULDER CkXJNT DEPTH EXCAV. REMAR DEPTH SOIL DESCRIPTION . NO. SOIL DESCRI 71ON EFFORT OTYICLASS EFFORT COUNT No. 0 QTY/CLA JUM SAND trace+ Silt, little Fine t S Tan fine to medium SAND trace+ Silt, littl(B Fine'to Coarse Tan fine to Med o Coar e 7__ 2' 2' Gravel, Little Cobbles.(FILL) M Gravel, Liftle,Cobbles - Varied from 18" to 36" thickness (FILL) M J 31 3 Grey fine_SAND and Sf LT with roots (topSoll-Subsoi 1) 4t 4' -,Tan fine to coarse SANO and GRAVEL trace Silt 5 Tan fine SAND and SILT with roots (SUBSOIL) Tan fine to medium SAND trace Silt 61 61 Tan fine to medium SAND trace Silt sorrite Gravel 7# Tan fine to coarse SAND and fine to coarse Gravel trace Silt 70 Trace Cobbles, small root fibers E 81 E DATE ADDITION OR REVISION 81 91 9# _ 10, 101- - Tan fine to medium SAND trace Silt 12'— 12'— Tan fine to medium SAND trace- Silt little Gravel __1CK.B 13' DES.8y: RCC RDC Y: OK 14'— 14' THE STOP & SHOP SUPERMARKET CO. STORE No. 031 HYANNIS, MASSACHUSETTS REMARKS Perc test taken at 8' hole 18" by 18" deep witnessed by Jerry Dunning and Donna REMARKS. Perc test taken at 8' hole 12" by 12""" deep witnessed by Jerry Dunnkg and Donna Miorandi of Town of SaMStable Board of Health Miorandi of Town of Barnstable Boaird of Health Results: 1011 hrs at 12" to 1018.25 hrs at go' : 2.4 minAnch Could not get readings Sesults: hole could not be filled usimg 25 gallons of water. Test stopped, SEPTIC SYSTEM REPAIR lower than incehs because hole filled with sloughing soil during test Perc < 2 minAnch TEST PITS & BORING LOGS JEST PIT PLAN. EXCAVA,TIQN PROPOR11014 - BOULDEB GROUNDWAlf—A I TEST PIT PLAN EXCAVATION BOULDER GIQUNQWATF=R QOQNT SCALE: NOTED JOB NO.: 91441.01 EF-FOB USED EFFORT USIB reOUNT DATE: AUGUST, 1991 SHEET: 4 OF4 TTL.DWG EASY TRACE- 0 TO I D% SrZE RANGE _C�S ENCOUNTERED AT EASY TRACE- 01 TO 10% SIZE RANGE CLASS �NCOUNTEAED AT 10TO20%r, L r M MODERATE LITTLE 6" TO 18" r A A'DEPTH Or FT, M- MODERATE LITTLE 110 TO 20% k DEM OF FT. D- DIFFICULT SOME - 20 TO 35% D-DIFFICULT SOME. 2to To 3!;,$/, 6" TO 18" A 18" TO 36* B B kT 35 To 506o 1 Ft. AFTEn VOLUME CY AND AT FT. A M- R VOLUME - CY AND- 35 TO 50% 18" TO 36" WOODARD & CURRAN INC. > 36" C HOLnS I > 36" C CON SULTIN G E N G I N E E R S' A HOURS PORTLAND, ME BANGOR. ME WELLESLEY, MA K F I I F� E P 0 30�H "2 0 rD I .......... _T_ _7