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HomeMy WebLinkAbout0322 FALMOUTH ROAD/RTE 28 - Health 322 Falmouth Rd Hyannis r T. a. No.W _ 6 Fee-- --------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell (Con0ruct ion Permit Application is hereby made for a permit to Construct (�-J, Alter ( ), or Repair ( )an individual Well at: ----- '604,2,q-S' & 4A, --- �1 ✓Location — Address Assessors Map and Parcel - -- --- --------------- ----------- Owner Address Installer — Driller Address Type of Building ' Dwelling -- _-- — -- - —__ — Other - Type of Building--6�22V ?� _ No. of Persons--- --__---------_ . ITYPe of Well— Lij-42 Capacity----l _ Purpose of Well. 'n _-- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of1compliance has been issued by the Board of Health. Signed - -- — --- - `�-` C� ---- dat Application Approved By _ ____— � � r-------- -- Application Disapproved for the following reasons: `` date — Permit No.I�2�I I ©D—�-- — --— Issued---3- -� 1 -- ------------------ date BOARD OF HEALTH TOWN OF BARNSTABLE (Lertificate ®f (Compliance THIS IS TO CERTIFY, That the Ind* idual Well Constructed Altered ( ), or Repaired ( ) Installer at__ - _^ )VNw/ has been installed in accordance with the provision of the Town of Barnstab Xard of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. _--------------Dated---------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- -_-- __-- _ Inspector--=---__--_ No. Fee--� --------- BOARD OF HEALTH 7 JOW..N OF BARNSTABLE ,t 'Zpp[icat ion,for; ell ConotructionVermit Application is hereby made for a permit to Construct (�-J, Alter ( ), or Repair ( )an individual Well at: Location — Address L — --— Assessors Map and Parcel Owner- 2 Address Installer — Driller —_—^— Address Type of Building Dwelling._—..------------------ - Other - Type of Building- � ' No. of Persons--- Type of Well •�� � w�_________ - Capacity /� ---'2j, Purpose of Well_Z-1-�� W67\- --_-- �% Agreement: The undersigned agrees to install the aforedescribed'individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - ;The undersigned further agrees not to - place the well in operation until a Certificate.of Compliance has been issued by the Board of Health. Signed dat Application Approved By -------- date Application Disapproved for the following reasons:---- / date Permit No.&�)_20 I I D o Issued ------ date ----------------- BOARD OF HEALTH TO WN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( v', Altered ( ), or Repaired ( ) b _ --------------------- — Installer /. at has been installed in accordance with the provisions f the Town of Barnstabl�Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. _-_----____-______Dated—----------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----—— -- Inspector-----_—___ -------__---- BOARD OF HEALTH TOWN OF BARNSTABLE F lVell Congtruct ion Permit No. Fee- �- -- ,p f j �- Permission is hereby granted ' �`' ��✓�/ Lci to Construct ( ✓), Alter ( ), or Repair ( ) an Individual Well at: No. -- _ street + as shown on the application for a Well Construction Permit ' No. W 2-0 1 - ©O (, Dated-3 3 a l Board of Health DATE � , No. 1 /J\v o" Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Mig0ogar bpztem Construction Permit Application for a Permit to C t( )Repair( )Upgrade( )Abandon* ❑Complete System ❑Individual Components Location Address or Lot No.,_!z� Owner's Name,Address and Tel.No. I)N,R i2eclky Co_p Assessor's Map/Parcel i �� e o-dv� C b 3 VT 0 763 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. i(v�i11 c C3ry S. 7Gnc C-En5th' e,1r�"� q 3 0 Sp;r,S-FeAJ S�. a8 5 y b-n ,&eWj 1k1s4 L.I Fe,—A (41lls mr, CD1030 &4s 4 Ware be,M . AA A va Y29 ol�3 0311 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 5R . of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu this B of th. Signed Date O Application Approved by .17xDate Application Disapproved for the following reast, Permit No. Date Issued n �y^- No. bbZ1 - _ Vty AO Fee M-COMMONWEALTH OF MASSACHUSET S Entered in computer: V r ... Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Rpplication-for migpogal *pgtem Congtruction Permit Application for a Permit to Cp u t( . )Repair( )Upgrade( Abandon El Complete System El Individual Components `i , Location Address or Lot No.—Ag—j �Z�• (o.4k Q A 2-r,:� g Owner's Name Address and Tel.No. r Assessor's Map/Parcel ..� / 1 �'dv� (,U3 (/ trvl�d�le ur VT_ 057S3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 'KudC (; 11roS. 'XnG �G tin (hack n \ q30 S(J�;,34;e1d S+. aFSy SCrur.berYy N�$�t��y �aCA kII15 MA b1030 Ll 13-1 E6-6 Q C,> 6:eM Wavetic,rh MA UaS3S U •d73 -U3�� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other -Type of Building CM A&4,V6. of Persons "` Showers( ) Cafeteria( ) ,Other Fixtures ` 9: Z Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title ' Size of Septic Tank Type of S.A.S. '+ '_ Description of Soil 4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: j Agreement: n The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certift- ' cate of Compliance has been issu this B of ,e lth. Signed A Date 7 Application Approved by - / / Date - Application Disapproved for the following reasan*s/ f Permit No. Date Issued-' . THE COMMONWEALTH OF MASSACHUSETTS r , f BARNSTABLE, MASSACHUSETTS Certificate of Compliance ,, ,T, JIS IS TO CERTIFY, that the On-site Seewa,�e Disposal �jystem Constructed( ) Repaired ( )Upgraded( ) Abandone�f) )by f u31 c ��c�S Jc�rt h5t C; c at '` 2 2 fc+pWo',i'I1 Roaz_� CXnn ti 5;Z has,bow constructe4 in accordance with the provisjp.s Title nd the/for Disposal System Construction Permit No. dated w by Installer ��f �. C Designer .e The issuance oft :sped `q1 not be construed as a guarantee that the s tam function as es ned. Date �L '�7 `Y Inspectors V��C%1w'`••.� x -------- ---- No. % / �C/ * Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARN.STABLE, MASSACHUSETTS lgiqogal *pgtem Construction Permit Permission is hereby gra>ed to,C j truMOO Repair U =- A Ab'n System located at H OWLS- and as described in the above Application for Disposal'System Construction Permit. The applicant'recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction st b6 com leted within three ears of the date of th's err�i i ' 1 / Y P Date:_. (/� D Approved by P, NZ Fps.../D...x!!....... THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ..............OF......................................... ................................... Ap iratiun for Dhiptial Worko Tunitrnrtiun Permit Application is hereby made for a Permit to Construct ( ) or Repair (Y( ) an Individual Sewage Disposal System at: ----•.....--r•...................................................•-•-•••-•••••--••---........-----• -•-••-•-•••---•----••---•••........_.......--------------••-----••-...........---••--•--•-----••-- Loco. Y?_.�tr7..�' �at'"�Address ...jJ � C't N' S�wner Addresst. 1-�•9�'-ail CA} d Z rS...-.. a Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures d W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. R: Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. x 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 ground water........................ ............................................................................................................................................................. 0 Description of Soil......................................................................................................-•------------------------------------..........•-•--------•-••_.. x w ------•--------------------------------•--------•-•-•--•...._..---------•-•...----•-•••.....------••---•.--•....................................- --- U Nature of Repairs or Alterations—Answer when applicable..-Ar ^ I Odd �N� --- n-c ;;��d.ec...�- .�c.r ...cvr!? :_<...........5�-� e-------....a �-----------•---•-- Agreement: The undersigned agrees to install the aforede ribed Individual age Disposal System in accordance with the provisions of iITLL 5 of the State Sanitary de— The undersi e further agrees not to place the system in operation until a Certificate of Compliance has be issued b the bo d li alth. Sig -----•----••-•-- ............. -•------•-•-•-••---------•-•••--•---•-------------•- ..... �� Date ApplicationApproved By............................ ......•......................................................... ........................................ Date Application Disapproved for the following reasons:...........................................................................................I.................... --••-•--•-•..............................•--••--•-.......................------------..................--•--•••--••-•-••-•-•----•----------•--•-•-••--------•--------••----•----•------•••---•-••••-•--- Date PermitNo......................................................... Issued................................ --------- ------- Date * ;-. p� THExCOMMONWEALTH OF MASSACHUSETTS ' BOARD Of HEALTH ... t, .............OF.......... ......I..................................................................... ". Apliiiratioat fur Diiltotial Workii Tonotrurtioat thrutit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: .....................................•--........._...........• •-•._...........------.....•-•.... --•.........-----...•-•--...-------------•---..._.._......... ........... Locati Address or Lot No. caner Address aQ� " ± ---� �... ...1+� --- . ' ,c !�c ,._,fit;+! ........................... Installer� Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther 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........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f1 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .-••-•-....•------------•---•......•-•••......••...••-••••••........-•••........---•--......-•--••--......................................................... 0 Description of Soil........................................................................................................................................................................ W --------------------------------------------------------------------------------------••---•••-- ••----.. U Nature of Repairs or Alterations—Answer when applicable.j �✓ � -_�'~___!.'!1? _ " ......................---•••................. ............................................................. Agreement: The undersigned agrees to install the aforede ribed Individual S age Disposal System in accordance with the provisions of'ITLL 5 of the State Sanitary de—The undersi e urther agrees not to.place the system in operation until a Certificate of Compliance has bee issued b the bo d o Health. Sign .. ..... .........•-•-- ................................................... t Date ApplicationApproved By............................ --------------------•----------------------•---........._ Date Application Disapproved for the following reasons:-•----------------•-----------------------------.........--------•--------------•......._:..._......----------- ---•.................•--......---.--••_._........•••----•--------.......----------.....---------..........._........---------------...---------------------------------------------------•--------•-•---•. Date PermitNo................•--•••...................... -•-------. Issued........................................................ �', Date THE COMMONWEALTH OF MASSACHUSETTS l BOARD OF HEALTH OF {5T!g L:.................................. �sR - C Tntif iratr of f1 ib'Vi attrr tem constructed or Repaired TMJ.W TO CERTIFY, That the Individual Sewage Disposal Sys ( ) ( ) by..... .!. _.. ........ r.......... r-----•-- ........ .... . Installer ............................................................................................ at............. ` �` ---------------------------------------------------------•--••----•-----------------------•-------...-------•--------...•...------•-- has been instal ed in�cordance with the provisions of T j of Th LS ate Sanitary Code as described in the application for Disposal Works Construction Permit No.-� ..... �---I••_. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector..................................................................................... t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ,. ..ram A ...............OF..............A`"'t"�!,�^. E " N . .,:�.•. ......... FEE..................... Elio osai.Vorkii Tonotrttrtiott rrntit Permission is hereby granted........ �t........ �!... �.. C ................................................................... to Construct ( ) or..Repair O an Individual Sewage Disposal System at No.......� Gt!7 .?l� if.... ff3✓� ,1 /S--`----------------- -- - ................................... Str '•-^^ as shown on the plicat' n for Disposal Works Construction ermit No.......... .�..r:_. Date :......................................... d� Board of Health DATE.......r•-•------f---• ----------------------- .-- FORM 1255 A. M. SULKIN, INC., BOSTON lilacTo- 3ek L.0 CAT ION SE- 7,AGE P Rtr71T nO. 3 3;z i cJ VILLAGE INSTA LLER'S NA JE b ADDRESS oZ- 'i0-1)1LDER OR Ot7nER DATE PERtJIT ISSUED GATE ' C 0 M P L I A N C E ISSUED a; _ i A F. I * :LOCATION SEWAGE PERMIT NO. �,it.p 28 80- • VILLAGE Hyannis, MA 026 01 A & B CESSPOOL SERVICE 128- BISHOPS-TERRACE, HYANNIS, MA 02601 BUILDER OR, OWNER Mid-CaI)e Ford, Route 28 & Corporati cn Road Hyannis, MA 02601 DATE PERMIT ISSUED 7/02/80 DATE COMPLIANCE ISSUED 7/02/80 ��no� �42 �ZStX3 �NGL)._�j •1 I�' ao N01 P2 wCGI • q No......80- Q • Fx$....... ...L1II..$...5. THE COMMONWEALTH.OF MASSACHUSETTS BOAR® OF HEALTH Town OF...Barnstable ..................................................................... Appliration for Disposal Works Ton'strnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at:', ...... --•--------------------------•---------•-------------.................-••-•-•----................ Location-Address or Lot No. Mid-Cp.�.MoQ7C ..lxt� arse's..�iaat--and..Fa]mouth.Rd..ratrti.s..II2601 Owner Address a ........B-.Cesspool.. a on.,..•......................................... .128..Ushwa..Tarmcar..Hyannis.,..-MA....JQ2fi01.--- Installer Address Type of Building Size Lot............................Sq. feet ,., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type e of Building No. of persons............................ Showers ts� YP g ---------------------------- P ( ) — Cafeteria ( ) a 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. 3 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........................ 04 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -•---•••---•--••------------•-•--•--••••--•-••••-•-••••.....-•-•....................•--•••••--...........-•-•-........................-•---•---•-......------ 0 Description of Soil.................................S •----•--•----•--------••......-•-•-•-•---•-- x V --------------------•-•-•. W x --••----------------------------••---------••---•••-•---------------••--•--••----•-••-••---•----....---•-------•-----------------•--••••-----•••--•--•-•-•---••••--•--••--••............••------••-•-•-- U Nature of Repairs or Alterations r—Answer when applicable-____ nstaNation-.of-.a••1.000-.gdl.-.pre-cast. •---------------------------------•----•--------•------•---------------------•-•-------------- -• . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T U 5 of the State Sanitary Code—The undersigned further agrees not to ace the system in operation until a Certificate of Compliance has been issued by-the board th Signe = ..............•-...........-- : :..._.6126180 . ..---•-•-.-- D e Application Approved By-••-••-- 6.2� 80 Date Application Disapproved for the following reasons:.... ---------------------------------------------------------•-----------------------------•..... ...................................--------------....---------...---.....--------..:......-------•---......................------.....................................................>................. Date Permit No................80-- .. Issued................ �26/80 Date No..:._ 3Ek-30 '' Fas.......I ... .M THE COMMONWEALTH OF MASSACHUSETTS . BOARD OF HEALTH ........................ _.....,.oF..... :::........b............................................................... Applirtatiun• for Dis�j`jos al Works-Tonstrnrtiun ermit Application is hereby`made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: Location-Address - t or Lot No. ++ i .:_L87iaL�t@..... •. ............................. _ �. .. �S+Sd b�egg Owner Address- w Abe- •- aea--------------- ------------------------ - • .... ... Installer Atress. Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms....................._......................Expansion Attic ( ) Garbage-Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 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. I................minutes per inch Depth of Test Pit.................... Depth to ground water..................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... W •--••-•----•---•••....--•--•------••-•----.................................................................................................--................ ODescription of Soil...........:••---:................ ------ ----••------........................................................................................................ ` x U w . UNature of Repairs or Alteration Answer when applicable Z •�.. .. 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 lace the system in operation until a Certificate of Compliance has been issued by,the board lth. �. r f Sin _. � ZApplication Approved By......... -----.:_ ....... •-.------------------ � ?i• ......_._ Date Application Disapproved for the following reasons---------------•----------------------------------------•------------------••-••----------- ------.....-•----. r \ y ____T_______._.....___-_..!•.a________._.._..__.____..___________._...._..___.____._.___._._____.__............................................................ Permit No...-.......... .. ,x Issued 6/22- 80...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOM ..........................................OF.....:.. ....:.:...: ...$:�............... Tntifiratr of Tompliaurr THI IS TO CERTIFY That th Individual Sewage Disposal System construe ed ( ) or Repaired (X ) by A� & Ce7 € cge: b 3, ds� .................NA 2Q . . ps Inst Kid has been installed in accordance with the provisions of Tlj� 5 of The State Sanitary pdg/ ®escribed in the application for Disposal Works Construction Permit No.___di-33___-:_-._-yeQ� ........... dated__...1i_ _/W.:............................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTI N SATISFACTORY. DATE........ = ...........:............... ........... Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH • o OF..-- ... ta............................................................80;-� 5.00 o. .. . FEE........ .........N Disposal Works QuOnstrurtion Permit A & B Clesaybol Secs s 128 X Terneoo ems# 02601 Permission` is hereby granted.......................................-- -----..................................................... to Con ruct Re ai _,�S`l an ,1dual° S K a e is stem at No. Ida t04 , �G1�� B:p� +-w - jl� Mptt93`so Inc _ Street L/26/8o as shown on the application for Disposal Works Construction Pe"r it l o__ .__:__ __._z. _ Dated.......................................... Board of Health/ DATE...........CCC - ................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS TOWN OF BARNSTABLE ``i.i)CATION T�l//Ltd�/�//�I SEWAGE 1 :.'ILLAGE /V V"6/\//v/S ASSESSOR'S MAP & LOT a93 ^OJ INSTALLER'S NAME & PHONE'No CO 4-130'1 '03�)U SEPTIC TANK CAPACITY C��® Y — r- LEACHING FACILITY:(type) u U NO. OF BEDROOMS PRIVATE WELL ORPUBLIC WATER ,A Bl)1LDER OR OWNER /;:f4, / Z) (fAf(n- DATE'PERMIT ISSUED: ` �I " DXTE COMPLIANCE ISSUED_ VARIANCE GRANTED: Yes No I t ��e.._._..r.. ,._..�....__.._.� �. I� + � (� 1 1 �� �� J LOCATION ,, - SEWAGE PERMIT NO. aoum lam. 133 VALLAGE i-�YP,P4 kit S INSTA LLER'S NAME i ADDRESS Igo eGzT' $. d U l2 Co i KLC. S U I L D E R OR OWNER I�t to CAM Fb". ATE PERMIT ISSUED �� �is1g3 D A T E COMPLIANCE ISSUED c � o � ' a o TO 0 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................ohs.. "... 9....................................................... Appliratiun for Uispusttl Murky Tonstrurtiun 11rrutit Application is hereby made for a Permit to Construct ( ) or Repair (C/jan Individual Sewage Disposal i System at: .„....._ `r n b L�a... . vs ........................ ` . b N •^—...Lot No........................_.......-^- (� :.-ner Address a ---........1�._:_.Q --- . ............................................ ........� Z)� - ....- - Installer Address Type of Building Size Lot............................Sq. feet �. Dwelling—No. of Bedrooms............... ..........................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building p" yp g ............. ............. No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ............... .......................a ................. ---------......------------- W Design Flow........................................ ..gallons per erson per day: Total daily flow........_................_..........._......gallons. WSeptic Tank—Liquid capacity...... ..•.gall n Length..............:. Width................ Diameter................ Depth................ x Disposal Trench—No................. .. Width._................ Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Dia eter_................_. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Do ing to ( ) �" Percolation Test Results Pe ormed b .................. ....................................................... Date........................................ a Test Pit No. 1................minu per ch Depth of Test Pit.................... Depth to ground water........................ 0.4 f=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x ........................... 0 Description of Soil........................................................................................................................................................................ V ------•--••----._------ W -------------------------------------------•----•--------•-•------------••••----••-••-------------•. < ---------------------- - U Nature of Re airs or Alte ations—Answer wf ten agplicab e __.1"!0 -_._ .t� _.._. ° 4i C T °...........2-_-�-.�S '�----�-----�`�G�IU`�.��....................... ��``.I � ----•------------- r�(Ja Sri Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITi U 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 boar of health. Signed - ---------...•-------------•-...........--•----- �� � p,��--� e�ate Application Approved By �J' J._....... `at e Date Application Disapproved for the following reasons:............................................................................................................ _. ..............................•-•----...........-------------••--•--•--••---.......-----•--•--------...-----------..........--•--•••---•••-----•---------•-•-------•------------•-•-----------•---.----- Date Permit No.............IR-2..::....�..��. .... Issued-......................................................_ Date ` THE COMMONWEALTH OF MASSACHUSETTS - f , BOARD�OF HEALTH ' E....0 F...... .............................................._......................... -` ► Appluation for Disposal Works Toustrurtion Frruhit Application is hereby made for a (Permit to Construct ( ) or Repair f(Zl an Individual Sewage Disposal s,►sh>m at• � ............. 3�:.-..�/�1 Mou'1.I ... . . .................... ----• -- --, It n b .......IA�Lo�cation-tdd ess� 14 L/ b N�✓� 1C or-Lot No. -i• , . .»_........^•------e- Owner• .... ..._.... /.! .! Address '- .....---_......_. ... 2 :...o.. -2_•-•-�:. -------------------�`=- ................ •--.....� �z w e .......................................................... Installer Address Type of Building Size Lot............................Sq. feet .-t Dwelling—No. of Bedrooms..:....._. _' ..__._......Expansion Attic ( ) Garbage Grinder .. a YP `4 Other—T e of Building .............._---------.:. No. of persons.........._................. Showers ( ) — Cafeteria ( ) d Other fixtures .............. Design Flow..........................•._........._._ gallons person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid`capacity..._..`_gaAns\ Length............:. Width................ Diameter................ Depth................ x Disposal 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 ( ) Dossing tanTc ( ) Percolation Test Results Performed by.............\......_...........__............... a \ -- --• --------------- Date..............................-......... Test Pit No. 1................minu$•se�per�iAch Depth of Test'Pit.................... Depth to ground water........................ w Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 ---------------------------- -------------- ------•---------------•---•-- DDescription of Soil.............•-•--•--....------...-------•--...------•-----....--•------...-----------------............---• .............. V -------------•--------------------- --------------- --.---------- ------------------------- ------- ------------------------------------------------- --------------------- .......... W _._...---••------------------- --•-•-------......••---------------•---•-•--•-------•----•--• U } Nature of Repairs or Alations-Answer w en apl'cab e.�__._.J`'t.P. !'�:__...`...................... ..................................... G- ----7v--vim Ss�!_ .......7. e.S`e''� �f` �. N.C.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1L 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. SignedCA".. ----------------------- ................ •. ate Application Approved By.._..----.. _- �� „a�..9 y �`''� � .!, ... --------------------- D......•. �._�._�... Date � Application Disapproved for the following reasons:............................................................................................................. .................`...................................................................................................................................................................................... Date Permit No............. -- Issued-...................................................... Date THE COMMONWEALTH OF.MASSACHUSETTS BOARD OF HEALTH ..............OF.. ............' ab, l e............................. ....... Trrtif iratr of Toutplinnrr THIS IS TO CERTIFY hat the-Individual S•w. a Disposal System constructed ( ) or Repaired by........................... .................... .... -LJ L del •-- ---------.•...............---•-•---------.......---.......•.......--••--.........---............. .�— ;i0 t Instauer r ( fit D 't'�� L''�.�' .A NA✓l-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....... ear__._....., -:... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....................(;.....'.. . ci .:-k .............................................. Inspector........... ....... ................ THE COMMONWEALTH OF MASSACHUSETTS BOARD'OF HEALTH HE No.......... FsE. .........::. Disposal arks l�nsWiun Prrntit Permission is hereby granted.... t/ .......( �� w .................. ..w. ....... ...... to Construct ( ) or Repair ( valn Individual Sewage Disposal System at No......2._- - P..-----•• 1 V�4 V)VIII� ....... j..........:.Street yy�� as shown on the application for Disposal �l'orks Construction Permit Nc....�'. .�.,Dated........................................... ........................................... ................................................ Board of Health TE................ �........ .................................... No THE T OFFICE OF THE BOARD OF HEALTH OF THE B9H1�5T�BLEV TOWN OF BARNSTABLE, MASS. „ S. opA i63 q. `�� „• I?MAR or- SEWAGE DISPOSAL PERMIT Permission is granted t «_-- --_=-___-- to construct Upon the Premises of 2 -- Sket& I - - In the village of -�675 or more feet from anyrce water supply 20 feet from building 10 feet from property Fine 'r c Health Officer:". f: ROUNDED GENERAL NOTES WITHIN PAVED AREAS CONCRETE 4" SCH. 80 PVC AIR INLET CONCRETE TOP H-20 CAST IRON CLEAN OUT COVER �/\�y�;i�! � `��/�� 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS BIT. CONC. PAVEMENT �6" (MIN.) 3000 PSI CONCRETE 6"0 STEEL PIPE COL. a (SEE TOWN SEWER SHALL BE IN ACCORDANCE WITH THE TOWN OF BARNSTABLE SEWER CONNECTION FILLED SOLID SPECIFICATIONS) SPECIFICATIONS, TITLE V OF THE STATE ENVIRONMENTAL CODE, AND ANY OTHER SAW CUT EDGES TO OBTAIN FINISHED GRADE W/CONCRETE '~ `�= - SCREW-ON CAP APPLICABLE LOCAL RULES. `• ` PROPOSED 8-IN SEWER 2. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS INCLUDING THE SEWER PERMIT AND ( CLEAN FULL THICK BUTT a`; COMPACTED BACKFILL (95 % PAINTED JOINT ON EXISTING BASE AND "M L o 22° ELBOW 6" SDR-35 PVC -... COMPACTION) REMOVE ALL ROCK, SLOPE ' ¢ EXISTING 4-IN STUB PRETREATMENT SURVEY AS REQUIRED BY THE TOWN. REMOVE OLD PAVEMENT TO 3� -6� U STONES, AND DEBRIS LARGER THAN = Q (CONTRACTOR TO VERIFY PROVIDE STRAIGHT EDGE S.S. BIRD FINISHED ) 6" IN SIZE AND REPLACE WITH 2' _p" t =a 3"TYP. a ° BLDG 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BARNSTABLE ENGINEERING APPROVED EXCAVATED MATERIAL OR SCREEN GRADE w 6"x6"x6"WYE DEPARTMENT AND THE DESIGN ENGINEER. o O OUTLET f - FLEXIBLE PVC GRAVEL BORROW z_ 12" COMPACTED D + 2, / /// �/// i ,//���� / '> �� Q _ _ COUPLING 4. THE BARNSTABLE ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER ARE TO BE I /� c7 6" SDR-35 PVC NOTIFIED PRIOR TO START OF CONSTRUCTION. SYSTEM COMPONENTS ARE NOT TO BE BACK I GRAVEL BASE �\/ � '� T�T�� /�j\�j� w COURSE as_t. �'i�ll��/ /\/� !/ y/' ~ - `= �- FILLED WITHOUT FIRST OBTAINING APPROVAL FROM THE TOWN ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. FINAL CONNECTION TO VACUUM SEWER TO BE COORDINATED 22° ELBOW 1'-Q"MIN. = :: 1' -4" `- - EXISTING VACUUM WITH BARNSTABLE ENGINEERING DEPARTMENT AND DESIGN ENGINEER A MINIMUM OF TWO COMPACTED _ g SEWER MANHOLE WEEKS IN ADVANCE. REFER TO THE SEWER CONNECTION SPECIFICATIONS FOR FILTER FABRIC, IF REQUIRED GRAVEL BORROW 8 8 6 WYE x x RESTRICTIONS ON CONNECTION TIMES. „ „ 3 - 8 SDR 35 PVC - 18"Q) TUBE - 6 - �_'-= .•: REPLACE BELOW GRADE 5. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 1/2 O.D. COMPACTED 3/4" FORM FTG. f C� _ EXCAVATION OF UNSUITABLE `Y DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND �` `' ` CRUSHED STONE, ANY OTHER APPLICABLE AGENCIES. MATERIAL WITH CAREFULLY 6" MIN, TYPE A COMPACTED SELECTED - 6" MATERIAL IN 12" LIFTS MAX. 6" OF 3/4" STONE BEDDING - 8x4 ECCENTRIC REDUCER 6. CONTRACTOR SHALL VERIFY THE EXISTING VACUUM SEWER STUB INVERT ELEVATION PRIOR UNDISTURBED FIRM MATERIAL UNDI TURBED ROCK _� TO COMMENCING WORK. TRENCH DETAIL - EARTH AND ROCK SEWER AIR INLET AND STEEL BOLLARD BUILDING CONNECTION WITH CLEANOUT CONNECTION WITH EXISTING STUB 7. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. __- -..._ _..... --- _. _ ,.__ _ _ _._ _.__ __. , D DATUM OF 100 0 OBTAINED FROM TOP FRONT BOLT ON ALTERNATE TOP SLAB. PRECAST TRENCH DRAIN AS MANUFACTURED BY �{� '� HYDRANT AS SHOWN ON PLAN. REINFORCED TO MEET " *� WIGGINS PRECAST CORP., POCASSET, MA. � � � ��'��� �°' ��� � % � �� • >,� EXISTING SEPTIC DISPOSAL AREA H-20 LOADING SET FRAME IN 3/8" BED OF a 9. ALL COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-20 VEHICULAR LOADING UNLESS TO BE ABANDONED IN ACCORDANCE " ' ' °` v OTHERWISE NOTED. MORTAR (MIN.) O 8"x 36" GRATES WITH TITLE V i �0 1d MANHOLE FRAME & COVER TO BE GRAY 8 SECTIONS (24'TOTAL) it:T ) ) `� 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE "0 ,.. t CAST IRON AND MARKED 'SEWER' RIM EL. = 95.19' EXISTING STRUCTURE TO O B.M. M ruj r ) I WATERTIGHT. ADJUST TO REQUIRED GRADE W/2 BE PUMPED AND ABANDONED r .. BRICK COURSES S DIRECTED B(MAX.)AND 3/8" Y THE LOCAL Top of Tagged Bolt ` /°o 1" DIA. DROP FRONT TYPE `4 I 11. ALL SOLID PIPE SHALL BE SLOPED AT 1.0 MINIMUM UNLESS OTHERWISE NOTED. MORTAR JOINTS OR EQUIVALENT BOARD OF HEALTH AND on Hydrant 285 i STEEL- REINFORCED REPLACE "'f h ";, DIMENSION WITH REINFORCED MASSACHUSETTS D.E.P. i' Elev. = 100.00' a, � 'N p -1 ," 12. 3/4" CRUSHED STONE, TYPE A BEDDING SHALL MEET THE GRADATION REQUIREMENTS AS POLYPROPYLENE M.H. STEPS CONCRETE AND 1F r' µty ~. DESCRIBED IN THE TOWN OF BARNSTABLE SEWER CONNECTION SPECIFICATIONS. WITH 3-IN EMBEDMENT CONCRETE COLLARS AND 3/8" BED FINISH TO O Assumed OF MORTAR _ MATCH EXISTING I 6"MIN ' '1 r 13. CONTRACTOR TO COORDINATE DELIVERY AND INSTALLATION OF THE OIL-WATER SEPARATOR I BITUMASTIC COATING FOR ' � � " ��� �; 21-011+/ -�_ r3 ,+ •- �� LAND ROAD, TOYSTOW A 15563-0338 i U SANITARY MANHOLE -- " ��� " � WITH HIGHLAND TANK MFG. CO., ONE HIGH D, S N, P I z SLOPE 114" SLOPE 1/4' ��' � " . PHONE: (814) 893-5701 FAX (814) 893-6126 p w �'i� ."_ w. ,. ` z PRECAST REINFORCED PER FOOT PER FOOT w U NOTE: CONTRACTOR TO VERIFY ��-.�. s 14. PROPOSED PROJECT IS LOCATED WITHIN:w CONCRETE M.H. CONE SECTION \ d �d " �,tom. cn \ ; LOCATION OF ROOF DRAINAGE � !L z 1'-0"TYP. ALL JOINTS TO BE SEALED <.a I EXISTING MONITORING WELL ? SYSTEM �a•` ., µ ASSESSORS MAP# 293 PARCEL# 010 00 7" - U WITH BITUMASITC SEALANT -\ a 8 WATER ELEVATION - 81.19' * _" (1/21/2003) MIN. 0.12 IN. STEEL PER _ fit' ' 4 OWNER OF RECORD: DMR REALTY CORP. TRUSTEE VERTICAL FOOT, PLACED II' 1 c .: � 3� w �, .� w :` � �. * . ADDRESS: P.O. BOX 603 4'-0" DIAMETER I- I-III _ • .. ��, ACCORDING TO AASHTO - - HI _ ' _ _ MIDDLEBURY, VT 05753-0603 HEIGHT OF 1" WASH DESIGNATION M199 IIIII II- tir G 1' CLEAR JI�III�. II €" .Hr a �� �" RISER SECTIONS _ _- _ .` ' <' < : : � .� � � •• . : 1::�:j �" r w E. ; s �,,,. __� � .. � _ ; � _ _�� �� r. /.r ''�.._".� :,_.., _.. 2" CLEAR III- III .'_��; I- � - I rI ' _. I, 15. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING VARY FROM 1' I1�11= :' _;.:>�: l ,r> i EXISTING SEPTIC TANK TO BE iIII ,-.. _:; . ::._ ..._; ; . :� : III Iy�� _,._- �f I i, .�, � REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE TO 4' I...... ., ._ :.. . , ., ABANDONED. PUNCTURE BOTTOM LOCUSP LA N OUTSIDE OF PIPE }-_ AND FILL WITH CLEAN SAND. AUTHORITY. +2" CLEARANCE SAW-CUT TRENCH SLOPE CHANNEL : X, �� . (OUT LET INVERT EL. = 91.73'} __ __ , CEMENT CONCRETE CLASS "A" THROUGH EXISTING BOTTOM AT 0.5% M.-" SCALE: 1" = 1000' 116 cr=D O CONCRETE SLAB . _ ALL DETERGENTS, SOLVENTS, AND/OR CLEANERS U.,,_ IN AREAS THAT MAY DISCHARGE T TOP OF SHELF SHALL 1-#3 BAR AROUND OPENINGS o° BE 1"ABOVE CROWN 5' MIN FOR PIPES 18" DIAMETER AND CLEANOUT ' DESIGN DATA _ THE OIL-WATER SEPARATOR MUST BE BIODEGRADABLE AS SPECIFIED BY HIGHLAND TANK. OF HIGHEST PIPE OVER, 1"COVER 6-IN C.I. OUTLET DOWN SPOUT PIPE OPENINGS TO BE PRECAST -� ; PROPOSED SEWER MANHOLE CAST-IN-PLACE RUBBER BOOTS IN RISER SECTION BACKFILL WITH SEWER AIR INLET tt O t RIM = 97.10' WATER USAGE DATA AND STAINLESS STEEL BAND - DENSE-GRADED CRUSHED BOLLARD INVERT IN = 91.50' 6-IN LAYER OF 3/4-IN TYPE A STONE AND COMPACT TO 95 % (PROVIDED BY "I HE BARNSTABLE WATER COMPANY) CLAMPS ON ALL PIPE CLEANOUT �� y'; � INVERT OUT= 91.40' GONNE�TIONS 8" BASE PRECAST CRUSHED-STONE BEDDING MAXIMUM DENSITY EXISTING TRENCH DRAIN ,0 BOLLARD ' t� METER NO. 67 READING 12/27/2001: 3096 HUNDRED CIF GRATE EL. = 95.27' FDOWN SPOUTS 11 t, METER N0. 67 READING 12/23/2002: 3661 HUNDREDCF PRECAST CONCRETE MANHOLE (H-20) TRENCH DRAIN (H-20) INVERT OUT= 92.52' NOT TO SCALE NOT TO SCALE it= t . USAGE: 56,500 CF FLOOR DRAIN IN STORE 0 I', I ' ` PERIOD: 361 DAYS ROOM TO BE ABANDONED, EXISTING LEACHING PIT AVERAGE USAGE: 157 CF/DAY FILLED WITH CONCRETE LP I 1,174 GPD LEGEND 4-INCH OIL PUMPOUT CONNECTION "`OIU WATER SEPARATOR MODEL 550 HTC ACT-100-U BY DRAIN PIPE :. 2 INCH INTERFACE LEVEL SENSOR CONDUIT NYLON HOLD-DOWN 8-INCH SDR-35 PVC, SLOPE 0.4 % MIN. ASSUMING 8 HRS. OF OPERATION PER DAY: ------------- EXISTING CONTOUR STRAP HIGHLAND TANK AND MFG. CO., ONE HIGHLAND ROAD, BOX 338, 6-IN C.I. --'^" I�j 147 GPH NYLON HOLD-DOWN STRAP STOYSTOWN, PA 15563 WWW.HIGHLANDTANK.COM SLOPE = 0.5% 2.45 GPM 50 PROPOSED SPOT GRADES 1.0' 1.0' 1 I I I I u I I UNIT SHALL SHALL PROVIDE TREATMENT SUCH THAT THE FREE ALARM " OIL-WATER SEPARATOR 0.01 CFS OIL AND GREASE CONCENTRATION IN THE EFFLUENT SHALL _' ( CONTROLI ' MODEL HTC-550 ACT-100-U 50 PROPOSED CONTOUR NOT EXCEED 10 PPM (MG/L). PROPOSED TRENCH DRAIN �" ' �'; �PANEL � GRATE EL. = 95.19' '.; 3= ` ' BY HIGHLAND TANK DESIGN FLOW --- L"/T;C ---- EXISTING ELECTRICAL UTILITIES � IIIIIIIII� N � IIII IIIII / 00° GATE VALVES SHALL BE SUPPLIED WITH VITON GASKETS. -P i � - - EXISTING WATER UTILITIES CONNECT DRAIN PIPE WITH TITLE V MAXIMUM DESIGN FLOW: 2,348 GPD O THE ALARM LEVEL SHALL BE SET AT THE 25 IN, OIL CAPACITY OUTLET VENT LEVEL TO BE DETERMINED BY THE MANUFACTURER. w: ,,,� ,-` WYE-TYPE FITTING'1 �. � , GAS EXISTING GAS UTILITIES EXISTING DRAINS : PEAK DISCHARGE: INLETVENT - --� TO BE REMOVED ( ` SLEEVE PROPOSED SEWER LINE ° Q EXISTING DRAINAGE STRUCTURE MANWAY VENTS /3 O.W.S. VENTS DRAINAGE: 2 HOSES AT 10 GPM x 200 /o = 40 GPM 4 ;r WITHIN 10-FT OF WATER SERVICE ALARM CONTROL PANEL EXTEND VENTS AS REQUIRED DOMESTIC: ALL FIXTURES IN USE (APPROX.) = 40 GPM ISOLATION CROSSING G EXISTING SEWER MANHOLE 2-INCH INTERFACE LEVEL SENSOR CONDUIT f 4-INCH OIL PUMPOUT CONNECTION 95.50 CONCRETE PAD DRAIN PIPE GATE VALVE ° TOTAL: 80 GPM HFCOVER TO 6-IN C.I. %[ t ) PROPOSED SEWER MANHOLE CONNECT TO EXISTING COVER To GATE VALVE WITH SLOPE = 0.5% N #322 °' BUILDING SEWER WITH 0.18 CFS GRADE CTYP.) VALVE BOX TO GRADE WYE-TYPE CONNECTION w �� �eN 0.5' _..� f _ 5, 5,I �0 'f OLD FALMOUTH , ' PIPE CAPACITY DATA SEWER PIPE 0 ROAD ..�;;: (CALCULATED USING THE MANNING'S FORMULA) DRAIN PIPE C.I.TO PVC ;-:•z-= .5. - - ,° � � EXISTING CESSPOOLS �"'�"°"'""`�`�'-'"���"°�-"•"��_` t 0.5' 0.5' cn \ (PRIMARY INLET INVERT= 93.55') d CID ASSUME FLOWING FULL; USE N = 0.013 FOR SEWER SLAB EL. = 95.43'-95.19' a i FLOW - FLOW O Ff I SIZE SLOPE V (FPS) Q (CFS) Q (GPM) r iE CLEANOUTj EXISTING MONITORING WELL 6-IN 0.005 2.02 0.50 180 v� 6-1N 0.010 2.86 0.56 251 REV. DATE BY APP'D. DESCRIPTION 91 .75' 91 .50' ® ` 8-1 N 0.004 2.19 0.77 346 Li INTERFACEPROPOSED SEWER CONNECTION NORMAL LIQUID &LEVEL SENSOR ! LEVEL EXISTING CONCRETES ' PROPOSED SEWER MANHOLE PREPARED FOR: 3/4-IN CRUSHED --.,i. -- VELOCITY HEAD STONE,TYPEA RETAINING WALL vy ( RIM = 95.00' FORD OF HYANNIS DIFFUSION BAFFLE 03 5' I, Q INVERT IN = 90.40' i WITH WEAR PLATE SEDIMENT PAVED �' , - } `•, AREA---; '..__.--._-.-_- CHAMBER J INVERT OUT= 90.30' LOCATED AT `j SLUDGE BAFFLE ILLUMINATED Y95 "PETRO-SCREEN" SIGN 322 OLD FALMOUTH ROAD COALESCER - --'- ,-s= 6"MIN. - - _ --- ---- - -- - -.___ -----__- L ^' ^-` 8 INCH SDR 35 PVC SLOPE 04 % HYANNIS 86.75' OIL/WATER //j//�//\//\//�/� ALIGN TO EXISTING VACUUM RESERVED FOR DPW USE SEPARATION STRIKER PLATE CHAMBER /////\/// _► MANHOLE STUB WITH LONG _. \\. :w PARALLEL CORRUGATED CB/D SWEEP BENDS AS REQUIRED SCALE: 1 INCH = 30 FT. DATE: APRIL 7, 2003 ' $l �,sN oF41 0 15 30 60 120 FEET PLATE COALESER UNDISTRUBED EARTH FND T g" o2Ny R0Ap 1 EXISTING VACUUM SEWER MANHOLE �� JOHN L. 1 o CHURCHILL 4 = 95.52' JR PREPARED BY: FA�MO , RIM INVERT IN = 89.87' (CONTRACTOR TO VERIFY) CIVIL JC ENGINEERING, INC. No 41 E'07 5 ROUNDHILL BLVD. OIL/ WATER SEPARATOR* EAST WAREHAM, MA 02538 NOT TO SCALE SITE PLAN l I� - 508.273.0377 __ SCALE: 1"= 30' //7l(13' Drawn By: SPJ Designed By:SPJ 1 Checked By: JLC JOB No.332 GENERAL NOTES : BAXTER NYE "�-� - 1.) THE INTENT OF TM PLAN IS 70 DETAIL EXIS'TMNG SITE CON DI IONS AT LOCKS PRUW SENCAMMRK : AS SHOWN ON PLAN CURRENT iNI MM ZONING REQUIREMENTS � ZONE NO 9., I„u,,, madam s,D,I,,, , ENGINEERING & MAN. LOT AREA = 40,000 S.F. 5.) A TIRE SEARCH HAS NOT BEEN PERF0IRMIED FOR 1MS SITE F OEIER!/EO 8.) .. LOCUS AREA IS COMPRISED OF : MIN. LOT FRONTAGE - 2o' TO BE 1ECETSARI'A TITLE SEARCH SHALL BE PERFORMED BY OW RRS. •1W CONTRACTOR SHALL CONTACT OR SAFE(AT I 019rSAflh AND UWN COMPANIES 10 LOCATE FRONT YARD - 20' •SITE IS NOT MRHV AN IIC.EG (AREA OF CRIIIM ENVIRONMIENM CONCERN,. ALL DMING VW13, AT LEAST 72 HOURS PRIOR 10 THE START OF OONS'MUCTIpV. 1W LOOM OF SURVEYING �T BARNSTABLE ASSESSORS MAP 293 PARCELS 8, 9. 10, 11 & 12 ZONING IEORMATON: 8 & NO MAIM. LOT MDTH - 160' 6,) THE PROPERIY LK/FORMATION 910IN B BASED ON CLADEIIT ANIIABIE REi:010 DO W IRO FAUIID IAASTRLIK,W IAIJIMFS, OONOIIRB NO U/FS ARE SNOW N AN APPROXYAIE FRONT YARD SETBACK - 6012 IFORMM11fIA OONSISING OF PLANS APO DEEDS •SITE S NOT INIM! AN AREA OF ESIINTED NABRAT OF Ri1RE WILDLIFE PER MAY ONLY, MAY NOT BE LAM TO 70E SHONIA AE11ElI NO HOE FIEEN RESE WO BASED ON TIE - NRE'SP MAP OCTOBER 1 2006 'E'SIUATED NABITATS OF RARE FOR USE WITH THE MA SMETIAN05 PROTECTION ACT REGUA710NS 310 CMR 10).' AMIABLE UTILITY REDORDS NOTED HRE 0 THE 1ff(CIOR OWRA TO BE FULLY RM LOCATE FOR W OWNER: BALISE AUT0MIO11VE REALTY, LLP CURRENT MAAI�RAI ZONANG REQUNE�NTS � ZONE 8 SIDE YARD SETBACK - 30'3 1FE E)QSTIC N771RALES SHDNA IETLI,DII R8E d@OAIIED NTiUI AN ON 1NE CR01I0 FIELD ANr AND ALL ITAYAGES MiCNI 116NR E OOP/IS�ED Br 11E OONIkACTOR`5 FAIUIE 10 lAG1E SiAD 1102 RIVERDALE STREET MIN. LOT FRONTAGE - & REAR YARD SETBACK - 20' SLAM PEI TUNED BY BAXIER NIE SWEf]iNG 4 SLIRVEI�/AG ON NOYEMIIER 21, 25 •SITE DOES NOT CONTAN A CERTIFIED W30KL POOL PER NNESP MAP OCTOBER 1. 2006 MAIWRASIM=K MO URM EXACTA: IFFIELD OONORIONS DEFERS FROM PLAN W RIATION. TIE Registered Professional Engineers WEST SPRNIGFIEI.D, MN., 01099 FRONT YARD - 20'' XM MAUM BLAIDIAG NEIGHT - 30' ' d 30. 2009 AND JLEY 20 4 21. 2011. "ICERiFED VERNAL, FOOLS." CONTRACTOR SHALL MOTET THE BOOMYAFDWW FOR POSSBLE REDESi6N. and Surveyors CERTIFICATE OF TMF- 175W MAXIMUM BULBMWNEIGIFT 30'3 AAIOAAIM LOT COVERAGE AS z OF LOT AREA - 30 •SITE IS NOT MR#1 A PRIDRTIY FMBRAT PER NIESP MAP OCTOELER 1. 2006 and 1 OR TWO STORES, *##EVER IS LESSER 7.) CMAMFY PANEL NUALIER: 250001 0005 C "PRIORITY WWATS OF RARE SPECIES' FOR SPECIES DOER •GAS LIE SHOWN TO BUI OING /32 PER IMP SW M10 PROVIDED BY NATIONAL GRID ' OWNER: 516 EII-ARSE'S WAY, LL:C I ONE HUNDRED (100) FEET ALONG ROUTE 28 AND 132. 2 ONE HIMDRED (100) FEET ALONG ROUTE 26 AND 13Z THE F1.000 INSURANCE RATE MAP DEFIES THIS AREA AS ZONE C. THE MASSIA011USETFS ENCIANGEIED SPECIES ACT. REGULATIONS (321 CMR10) ON DECEME R 29. 2009. 78 North Street - 3rd Floor 1102 RIVERDALE STREET AM FEET WHEN ABUTTING A RE50°dTl"lY ZONED AREA "SITE IS NOT WW A STAIE APPROVED ZONE I GROIAO N TER RE'CNMRGE Hyannis, Massachusetts 02601 WEST SPIMPE.D MM., OIOD9 3 OR TWO STORIES, MFIICHEVER IS LESSER (SEE 2 21) 3 THE MMINIM TOTAL SIDE YARD SETBACK SNAALL BE 30 FEET. PROVIDED TMT NO PROTECTION AREA •ELECTRIC UNE IFORAATNON PLR MD SURW Br BUTTER N1'E ENGINEERING & SURVEYNG yn �A ALLOCATION OF SUCH TOTAL RESULTS IN A SETI3ACK OF LESS THIN 10 FEET, ECCEPT ON JU.Y 20, 21 • 26, 2011 A9 !'FORMATION RECEIVED FROM NSTAR aLcn IC ON JULY 26, 201E { ABIITW A RESIDENTIAL DISTRICT. MERE A M R& M OF 20 FEET IS REpAiEO. (SEE 240-25) •TOWN SILLIER SHOWN AT BUIM J322. TAKEN FROM 90M PRIDI BY 81RNSrA ILE DEPARTMENT Phone - (508) 771-7502 LO75 1 O 2 O L.C. PL. 18RA7-C OF PUEIJC MdRIKS (SNEET SQ).DATED 6120100. KRDIAG C10MECTIONS PER SKEICFI MILD N PLAN! BOOK 108 PAGE 25 FRAME 2 OVERLAY DISTRICTS: AP.GP JUNE 11, 20014). Fax - (508) 771-7622 • III ER UNE 0 BUIIDIAG III= 9 64SIED ON SKETCH /67, PROVIDED BY THE WAVE MAZER www.boxter-nye.com DEPARTMENT. FAXED ON 12/17/O. TIMER CONNECTION TO LOCUS IS APPROVWTE SLICE SKEll31 MNIS PREPARED PRIOR Tt RElDVATIONAS TO BUI.DIAG. v e� ► STAMP STAMP ! �F 41,4 G /J'f►/ / 0 ^\G �( I �` qs assM OF 16i: F N1 �``' G6 j1 g SG� Ilk C)v MATTHE y` `<!) { UP-LP 336/25 1/2 9�r k W. PUMA BOOK 305 PAGE 77 / rpi• P w I s� o' EDDY 4 LAND COURT PLAN 18367 D s g �p ! ov' OPm. gT1. . LAND COURT PLAN 27107 B - C - D / ao I '' I e�p �No. 4 I83 - fR dt P s y. ,�� ,ye Z� I E �y a�IO UP/0 33�6/27B 01 / $/ HGO J o 9 Iglu CONSULTANT ��puoi I v1 UP 336/25 1/2 0l1"'1 m I r N/F- ( t PAUL A.S. DE UTTER, TR. W `K I CONSULTANT S /�W�� �� _ SUNRISE NOMI JEE TRUST I U /LP 158/2 rn� +o}� / / Oil j A s�"1 LB I o IN I r I yr 0�. 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EEH RIM EL.=44.05 _ _ _ - _ - } \ - p � LOT6 ---- LB N ------------ _---- `-__ '^ (P L C. PL. 18361 f c� -j `, 0 WITH 0 UNDERGROUND -- ------ / \ {. - -- _ -------------------------- BEEHIVE --- -- --- -p LB I Lr L H PITS _ - - --- -- - ------ - - _ v w RIM EL.=45.12 -- _ --- --- - __ -- -- - 1 / WITH 1 UNDERGROUND I ---- - --- 516 - - �- PA 1 1 l.e f �' LEACH PIT MAP 293/PARCEL 009 i ---- ------- - - `0731'42_W -- .A �� 5 -- ._- i EDGE'bF 1 I! 1' --- t ------ -�` � PLAN BOOK 305 I g4.7 � - ------ --- �� a. 1 ` PAGE 77 LB noun 0 1� 1 \ �0� - I LOT 1 I • \1 _- 1 VET- `~ �� t C RIM=44.9 1 � 207.72 % LC. PL. 18367 C,!I �J +► - - I 1GRp` _ _ t ; PAVED C a► -� - --- :- 1 ntt I _I E OFPA�M % ,1 MAP 293/PAKCEL 612 LOT-2 - I � _ -<< � f ONITORING EDG _ LC.. PL. 18367 C - _ -,-L -WELL --� - 4 I SIGNAL N _ "DPW" ELEC. BOXO POLE + " ��;II I / - - (plot� Z miw- o BEEHIVE RIM EL.=43.d3 L- 1 �1 WITH 2 UNDERGROUND ARCEL 010 TOTAL AREA SIGN POST (ONLY) 1 _ _ 293/P G.F.E.-45.5 v c�, �n r- r� y �1 , LEACH PITS - :� - .75' MAP 132,744 SO .FT. +/- _ h .� I v O 202.57 _ �- _ TD ?v72 ' OLLARDS (TYP.) 3.05 ACRES +/- r to '0 , ; I �1 C m MHB/EP LP 2" BS P. 1952 � ICV - ', " E I302.57G �- \\ \ o z' PAVED j ( �`A/ z cc N ` , , • � -,✓`� S OT31 42 G _� BOLLARDS. G.F.E.-41.54 �n % 1 I rn w y O ABAN NEiD _ ' y. - I.O.F.-47.87 , J _ G G ST. TRENCH ABOVE GROUND n t 1 GATES M , ' G -� AA C DRAIN G.F.E.=45.58 SERVICE AREA =45.32 ' TORAGE TANK % O1 I F- .... = . 1 / . Lp 1988 / G.F.E.-45.34 IN =44.62 MAP 293JPARCEL 011 _,-�, 1 � m 8'j�M; 1z1433 tt .% � G �� 3/4' PL, P. RIM-45.3 Z - / I y 1 SMH/AIR VAC W pON� 29.83' r �- G \ 1 RIM-45.31 INV.=44.2 �; g i_ / �; / 1 I 4. _�- ~ ECd RIM=46.18 G F.F.E.=45.87 �� -__ -- _VEM _ --- , -W !_ - U A1213+53.1 CB/DH o TEL. CABINET RIM=45. 7 INV.=44.81 RIM=45.35 p r O` , Of p�` 1 _ _ w � 1 �ND n INV.=43.75 + - E - / 8� \ CO)� L C LLD N 0 INV.=44 7 oC/0 $ s TRENCH o1$ c/o, H COVER IM-44.8\�1_ :"-----------" ------ '% R/ FND 31 0 ` A - E o - O G _ _ v _ _ - UN W DRAIN �n . . SIGN POST (ONLY) ' �� m C 0 s x� G.F.E.=45.55 G F E. �rn 45 51 _ s ------- a6- _:_ ;--_- -- - -.ig3�,,�- _ _� _ _- - SEAM S s m (FILLED W/bEBRIS} (� nl / _ _ - S __ - _ _ _ _ a RIM-45.6 - - -/ s 45.50 � ------� `�__ --- -2y .;,� �.s�, -UP/CP2t7 1S HI_..__= '' R�=533.3-a.•-_ S MIA = o rn - v G.F.E.=45.68 WOOD RET. WALL - --- - - - - qwh--- - - Ei'R = 1.8 S f �o O iNV.=42.7 o--- S , �^ �, ------- --- -- _ - -- ,� ._�W - pA E A I r S_s_°'""s4� U/P 740-5 1 01�'/ Np C/O a, ROOF VENT C/O, \ L�•I' -----' --Mtn ---� --,�/ EDGE 5 AE UP 1 17-2S ---- W - g --�� EXISTING SIGN RIM=45.6 PIPE 1 F►FtBO v ��� C,B �� - -- � �� - =0.0015 COMMERCIAL " E Z V1 0 INV. IN=43.8 VP ,.��'�`� -�- ' .6PIC, Ss c� 1214 v SMH VAC PIT VP INV. OUT=42.5 CCB CL 1� RIM=47.7 _'s �T5 _ _=►- - > z PARKING LOT S 1 / _. r -- " • N 2g.14 v� -L RIM=44.76 , SUMP -41.9 w - .-- u11,1E ..�- f ►- O ENTRANCE TO 213+07.64 1 ' -- I -� _ S S - FND 114 - a - BE CLOSED o INV.SMH 83 �r 1 4" S S �� �`� `, �; 5 �'_5 ,_ i ►- PVSG 1 _ _ i! s b ►- CB o ° �$ RIM=44.91 ` ` = s W -$ �' •' -�S, _ a RIM=44.47 cN`� INV.=39.08 \ S S 1 �_ W `!� HYDRANT S s 1�s 156.95' • -- v �. PV S _� I W , E 524 0-- --" I 3 W S� \4" PVC W 43' SHUT; 53 00 _ SI Tp - N F cn INV.=42.03E�0 S COBBLE E .�- F r (RIM4.17 ' S O ,N� - U ''" JOHN G. D;)HEP JR.• TR. I ►- ►- 0 �,w� ,r 520• %-0 I o S 8 1>v"' \, UN LE TO } W-�� - _-_ I g N MONITORING WELL ) ,N-�'f N► , = SMH L(;T 16 y� 1 1 118.75 �, OPEN �- _ - - ---- L.. .. 1,93F, v-S ; � a UP 333-10 ------ ' _ ---- w 5.00' �_ _ co R M=45.5F- W�'� INV.=42.2 ,Fs- CB • I Q CB a \W Z"IGHT POLE - O UNE ( ) N - _ \ p RIM=44.12 , c,+ ,o - 5 M E � YF-�'----r- - ;RIM=4`7.8 N SEA � �-- = U/0. 740/2' �SUMh.=43.0 UGHT POLE SMH I .9 51 2 a to w cp ,p� RIM-47'.0WATER i I • I UGHT POLE/E� GAS `" A _ - -- INV. IN-41.85 I O ''�--- _ UNE INV. OUT=41.70 Z ® ® � z f i -ca�"�." SET .. -- - - -- ��P ELECTRIC METE � U/P 740E F � ABANDONED WITH I o p�-v t- ' /Op' LIGHT POLE UNDERGROUND �lfyOtM CL]U� I J SHEET T I T L E 7o CONDUITS OIL WATER I N ` t° I ExistingConditions Plan O rc SEPARATOR 103 ` RIM=45.5 o � �' 1 p BENCHMARK: � �N p I o ^� MAG NAIL SET SA w I p EL 44.5METAL 6 HATCHES O I - PYLON v II f I , SHEET NO n , pSIGN UI PAVED �� �� - O �� <41.47> 11 1 I / Ii 46.25 . - .......... C2w0 I I <125• _--- LIGHT POLE I 124.94 DATE : 09 01 11 �1w ' P� <125.17> -HER � INVFSTY-NT COPP 30 0 30 60 1� 1 EpGE DF 124.94' - - - N I_C. PL 18367 D LIGHT POD _ _ _ SCALE IN FEET LOT DIMENSION (YYP.) ' 551.7T TD SCALE : N,1 1 <125.17> 0 -g 06'52'20" I , "_ 1 _ 124.94� II DRAWN/DESIGN BY: MI CHECKED BY: MWE 1 f l J O B N 0: 2011--OM C A D D FILE: 2011-OWC.dwg UTILITY NOTES: BAXTE R NYE �-�-�1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE 10. GATE VALVE SHALL BE MUELLER MODEL # A-2360 RESILIENT WEDGE ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC. WITH TWO INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS. VALVE SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT. INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEERING &ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID SYSTEMS, 11. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, TOLERANCES AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH '0' RINGS. THE DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS SURVEYING Z VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR WHILE THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES AS REQUIRED. 12. VALVE BOXES AND CURB BOXES SHALL BE PER TOWN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS AND SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE CAST IRON, 2. 12 MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON COVERS. SEE DIVISION REQUIREMENTS.13. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS. ri Registered Professional Engineers e, 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WRIER AND SEWER LINES. WHERE WATER LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18' BELOW THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL WHERE UNSUITABLE BEARING MATERIAL IS ENCOUNTERED, EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS. and Land Surveyors AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE FOR 14. TOWN OF BARNSTABLE WATER SUPPLY DIVISION APPROVED CONTRACTOR AND INSPECTOR REQUIRED. COST OF THE INSPECTOR SHALL BE BORN BY THE WATER SUBCONTRACTOR. ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH 78 North Street - 3rd Floor 1 PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY ARE WATERTIGHT. 15. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH MASSACHUSEI I BUILDING CODE AND APPLICABLE NFPA REGULATIONS, IF So REQUIRED. Hyannis, Massachusetts 02601 4. SEWER MAINS TO BE 8' MIN. SOR-35 PVC WITH A MIN. SLOPE PER DPW SPECIFICATIONS UNLESS OTHERWISE NOTED. SEWER MAINS AND SEWER FORCE MAINS TYPICAL COVER OVER SEWER LINE SHALL BE 6'. IF 16. PROVIDE 8' BLIND FLANGE AT FIRE PROTECTION SERVICE LINE 5'O' OFF BUILDING FACE. LESS THAN 4' OF COVER IS PROVIDED, INSULATE SEWER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL Phone - (508) 771-7502 r 17. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. THESE UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY 5. SEWER BUILDING CONNECTIONS SHALL BE 4' MIN. SCHEDULE 40 PVC, U.O.N., AT A SLOPE OF 1X MINIMUM FROM MAINLINE TO BUILDING WITH A CLEAN OUT SET AT A DISTANCE OF 10' (U.O.N.) OFF FOUNDATION. COMPANY. CONTRACTOR SHALL COORDINATE FINAL LAYOUT WITH APPLICABLE UTILITY COMPANY. Fax - (508) 771-7622 6. WATER MAINS TO BE DIP, CEMENT-MORTAR LINED, CLASS 52, U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT AND 18. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 WWW.boxter-nye.com APPLICABLE AWWA SPECIFICATIONS. 'EXTERIOR LIGHTING DESIGN". ' 7. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL 19. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH FLOWABLE FILL TO THE BASE S T A M OF `ss I S T A M P COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. 8. WATERLINE INSTALLATION REQUIRES RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS, PER TOWN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS. RESTRAINED 20. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFlLLING FOR ALL UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. �o M WHEW JOINTS TO BE INSTALLED PER TOWN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS. CONTRACTOR SHALL REFER TO ELECTRICAL SITE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE. EDDY v CIVIL C In) No.43183 9. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION AS AMENDED TO PRESENT. DIVISION HAS o �� AUTHORITY TO AMEND PLANS. IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL APPLY. 'cF�0 T0L AL PROPERLY ABANDON WATER STUB BY CUTTING AND CAPPING OLD SERVICE ZY/G AT WATER MAIN. rl� S / ( � CONSULTANT PLAN BOOK 641 PAGE 99 CONSULTANT E C' G ,j � I 41 O REMOVE dt RELOCATE ' Gc LIGHTS AND BASES. UP 336/25 1/2 y r r PREPARED FOR : U N/F O", / �/ ♦ C3 a r PAUL A.S. DE UTTER, TR. �I I � Balise Motor Sales SUNRISE NOMI EE TRUST v / i 1102 Riverdale Road 1001, RELOCATE EXISTING �\�c, j " IRRIGAl10N CONTROL � � West Springfield, MA 01089 0I L.C. Pl- 27107 B LP Q I I I RELOCATE EXISTING ' IRRIGATION METER S C) BEEHIVE RIM - II PANELS/CONTROLS EL.=46.01 WITH • Z �Y� _ �� BEEHIVE RIM EL.=45.09 �� 1 UNDERGROUND -// 1, WITH 12 U LEACH PIT NDERGROUND PLAN BC �K 11 I R=45.7 �\�� LEACH PITS PAGE ;/ <; � 1, � � L SE LIGHT BAS E '" �( 1 DMH I _ S �� �'.1 (TYP.) O w1 I REMOVE do RELOCATE # LIGHT POLE BASES. # ` I INTERIOR SITE LIGHT REFHIVE RIM EL.-44.05 1 BASES TO BE FLUSH r-BEEHIVE �IiITH 4 urn EL-=r44 0 I I� n - BEEHIVE RIM EL.=45.12 (6. HEIGHT7. ;1 LEACH PITS WITH 1 UNDERGROUND # -y LEACH PIT BRING POWER FOR PROPOSED # - 1 O Qi m LIGHTING TO NEW RELOCATED GAS SERVICE PEDESTAL SIGN. SERVICE OPOSED UNDERGROUND 4,000 GAL I w cc cc 1 CONNECTION STORAGE TANK. TANK INVERTS, DETAILS BY N = c r { TANK INSTALLER (SEE MEP PLAN BY OTHERS FOR BUILDING CONNECTIONS). 1� (1 L m G J1� rl 1 1 1 1 1 1 1 1 j 11 11 111 I v G WF `I rl 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 i 11 1 1 1 11 # I w N � c 0 �---- _ BEEHIVE � `�� � -- � -- � � 26' X 7.5' SLAB 11 I I I 1 1 1 1 I 1 1 1 � 1 1 1 1 1 1 11 m WITH 2 UN . . Rp �� OVER TANK. SLAB 11 I I ► 1 I I I I 1 1 I I I I 1 1 1 1 1 1 11 I o cc N 4D Cd 7� !�p DETAIL BY TANK 1 1 1 1 11 1 N r ,t -_�. o •o LEA � .. RID � INSTALLER. II 1 1 1 11 1 1 1 1 1 11 11 11 1 1 1 1 11 I I I I 1 II i, I a CO M ut� 2 2" BS I.P. 1952 - _G ABANDONED 1 �' _ �� R RECONNECT TO EXISTING TRENCH 111 1 1 1 1 1 1 1 1 1 1 1 11 WATER �` RO DRAIN CLEANOUT (SEE PLUMBING I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ILIJ J I 12 12 a GATES G°' r. !_rd_I a PLANS BY OTHERS M= a5.3 I-� ��1 1 1 11 1 1 1- I 6 1, v� �_ , LIPlag3 DRAIN ) \INv.=44.6 �' r I ,46.11 11 11 1 I 1 11 1 1 1 1 LLIJ J- - 9 Z �'. -'�'� -fl �"' w 3/ P L ,-RIM=4 5.3 �--� 18.25 --� 11 1 1 1 L_I J 1 �Lr \ • 1. _ 5 „ ARr�VF GR01 IND �- - _ > C) RIM=4' I INV.=44 2 J- 7 !-. 1 0 R n v 2- ~ � q-4 T , TORAGE TANK LLI W US &n �•+ a C) Tr CA INV.=44.�: !- F, h 5 • RIM=45.27 - .TO REMAIN _ LfT SW�►APACKS, J G A _r'BE REMOVED - 1 I N v.=44.77 MATCH EXISTIN ��� oC/ TTYPICBEE ELECTRICAL COVER LIGHT BASES '- n ' PROPOSED TRENCH DRAIN. \ RI :- 8 _ -- EXISTING Jj 3 3 3 V GAS gal PL�MIS BY OTHERS Q� r _� - < CONNECT TO EXISTING TRENCH MAINTAIN EXISTING (rlLI_ED - OH U r SERVICE TO BE DRAIN CLEAN OUT SEE C/0 C/0 CONNECTION TO C� n ABANDONED AND �1 _lam•- ---_ < $ w RELOCATED ( �RWF,, REMOVE AS NECESSARY FOR UP/LF217- W �y P.!M=5:3.3 -- r*, ? o rn n RIM-45.6 - -- PLUMBING PLANS BY OTHERS SEWER SERVICE F{ r INV.=31.9 +►+� I I, r _ ) INV.=42.7 �._- __ ___ c ____-- P 1 RD UNDERGOUND STORAGE _ N _-- - ""w` off Y.3 Z MATCH EXISTING 'r'I ROOF VENT - .%0 -�` 1 C - /- g„ �.�RO U 2 -2' \ TALLATI LIGHT BASES RIM=45_6 I �'�'F �! Ko CB t �r NS �- f J ! �Y\` � 0 t5 w (30" HEIGHT) INV. IN=43.8 �,P 1�v, PV. \ \ \ \ \ _x , �r RIM-47-7 T '._ \ \ u� •r oo "� H v C> A- i VP INV. OUT=42.S _ R " G �" � �- S o cV cv Q .:.76 I • RD r SUMP cli N N o o rn n dV.=38.83 R ' r� I I P �41 tt z z V ri 1 0 SMH r a' PVC _ - ° MAfF 4015 � � - s_� UTILITY CROSSING • .><� � _ FDC ;, HYDRANT-' �- � � __ _ ROOF � IN } =44.47 ��, c ' =3`' / I ~-NEW - MAINTAIN 18 CLEAR MINIMUM C4 4- PVC ' t ,� CTS LOCATION T04NM W _o O �{I)13 - - ' ` SMHR M 48.1 7 �H - iJ r, 741D I3 N/F ® ® ® Z .-� PLASI�C Vim- JOHN G. DOHERTY, JR., TR. m E �� INV.=42.03 s ' ,,�' �r DOME$11�--- - - (UNABLE To nN ��� --- i __ SHEET TITLE < N G� s`/ MO NG WELL i f A O� OPEN) C1H -£XMIING LIGHT _ LOT 16 C ■ ■ 9 - r ' ' coRPoR C'H,'�'J- `=--_ - POLES, LIGHTS - _.-_.---- !--C. PI-- 1 g3F7 D Utility Plan � � ,�,� 333-t0 z-j, -`r,✓"� AIN EXISTING � I MAINTAIN �pE � � ,�� '�- -' BE _ . . ----- --------- o r, EXISTING S' 11� WIRES D _- '� '` CONNECTION-TOE i RIM=45 5 CONNECTIONS OH `�� MAINTAIN EXISTING REMOVED i r_------- �. Sp _ 1 CONNECTION TO I o n r' ' 1 P E --SEV RVICE !Nv.-4�.� TO OIL/WATER- 0 RIM=47.8 ELECTRIC SERVICE 44. - 1 O ' -� RESET MONITORING WELL ARICTOR Ham=" U/P 40/2 SKIMP.=43 0 y COVER TO FINISHED rINV� % Ln �, GRADE _ '' LIGHT POLE -'MH_ I SHEET NO HT POLE 0 f�' WAITER f-4 MAINTAIN�� OMAIECTtOFT TTO G _--' NI V. N=41.85 I I o �} _�TELEPHONE SERVICE dk -� "INV 01.1 T-41 '0 I OD VIA ` v �� Fes- �-ELECTRIC METER I 6 DIP CLASS 52 ENT LINED R SERVICE PIPE TO BE C500 4 �. O �"'1 U/P 740/1, ABANDONED NTH RESTAINT JOINT PIPE�ER TOWN OF ARNSTABLE WATER DIVISION Q+ SD - UNDERGROUND REQUIREMENTS. SEE ARCHTECTURE S FOR ADDITIONAL o-, 1- LIGHT P! -L DATE : 09 01 11 ✓✓ � �-+i� CONDUITS OIL WATER SPRINKLER PIPE LOCATION INFORMATI r 2" WATER SERVICE TO BE INSTALL NEW CURB SEPARATOR 30 0 30 60 J .. n �' TIED INTO WATER MAIN USING STOP-MUELLER BALL RIM=45.5 6' FIRE SERVICE TO BE TIED IN lO 4 1 STAINLESS STEEL STRAPS, TYPE MARK II ORI SEAL 8" AC WATER MAIN. PLACE 8' I I z� =n SADDLE, do A CORPORATION UNIT WITH CURB BOX METAL VALVE, BOX, AND TAPPING SLEEVE , SCALE IN FEET SET TO GRADE. HATCHES MATERIAL PER TOWN REQUIREMENTS SCALE : 1*-,30' 0 DRAWN/DESIGN BY: SOM CHECKED BY: MWE ry 0 JOB NO: 2011-0= CADD FILE: 2011-m-Uf, O