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HomeMy WebLinkAbout0075 FRANKLIN AVENUE - Health 7A5 Frankl' n Avenue` i - , Hyannis . - A = 292 - 276 _ - - - - --- - - - -- -- - - - - TOWN OF BARNSTABLE LOCATION ,S rrA13 V Lk iJ Ay 6 SEWAGE# a0J-0 -'S VILLAGE `) N NN ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. R0�-Qr`( $ oxir cc). S U-471-Irs, SEPTIC TANK CAPACITY LOCO LEACHING FACILITY: e (tYP )�� C P'(`^�rs (size) a• NO.OF BEDROOMS 3 OWNER AC66g.1. ��2 `/ PERMIT DATE: o COMPLIANCE DATE: "� a.® c) Separation Distance Between the: ` Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility b L Lf Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) AJhS Feet Edge of Wetland and Leaching Facility(If any wetlands exist within - l 300 feet of leaching facility) l' /" Feet FURNISHED BY &Pw Rao w OA �- �- V�- JC� YJ 1:6 - . JCC, -� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS l� 0(ppfiration for Nspos.ai 6pstem Construction Permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I j FZX&WK..1 kJ .4VIF Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Al a.7 4, NY NV'5 �FP-WKj4AV9 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. R 066tT g (rYj9L_120 C'c ENG rJc s Type of Building: 3 Dwelling No.of Bedrooms Lot Size 060 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _3�!o gpd Design flow provided gpd Plan Date 0.X0 Number of sheets Revision Date Title `]S t4ciA) &JE t+YA&wT, Size of Septic Tank�(,OW Type of S.A.S. 62) Scxn� Gxk, Description of Soil �_ ec ?CA-Ai Nature of Repairs or Alterations(Answer when applicable) U$(s — -rC J&2C== L pe!� -f"OS) L_ '?Q��)[o, Q �iU�C �l j oE� Cat-P� g;a� S" ie-.0 w F-67 °f' digm- —GL�:3 ��i�l�lRc3t�tii`t fll� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f Health_. i Date 3 -1 0 Ca Application Approved by Date Application Disapproved b Date for the following reasons Permit No. Date Issued f i f ;f"Y.. ,�v'r.Mt:r• .;.sir•r'r ..-,v:..�...,r��......._ s,,. tia.*, ,,,,,,r. .f.,�y„y,.`.r.�.-..y,,,.x.-r r-.-*r^.rn.yag^.., „dr^rAi'.^,,+ .hr.+ +•y"`�y` �'vv+�;.:.y.:+Trc�if �1.�z!`.i;.rv.+�-�. s : RIMYdri;+.JiCf�t" Of No. Fee D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN,,OF'BARNSTABLE, MASSACHUSETTS Ye 2ppfication for Disposal Astern (Construction permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. '7 5' F7L" f-1$J AVF Owner's Name,Address,and Tel.No. �,y�, N� S t RACA61. R�SvJw�ss�Q. Assessor's Map/Parcel' p1Q �7(� `aT 'T fW4A CW Installer's Name,Address,and Tel.No. 4TT—g$17 Designer's Name,Address,and Tel.No. R Q6*XT Pv GTJL-e0 d � lXlJ�L r S� yAgfimih Type of Building: 2 Dwelling No.of Bedrooms 13 Lot Size 5,0,06"low sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.required) 3-3-0 gpd Design flow provided gpd Plan Date—3-1,•010,X0 Number of she�,ets� � Revision Date Title 75 �(�✓(l IAJ A US f+Y + �' Size of Septic Tank 0Zo C— / Type of S.A.S. f sac;, „3k_ Description of Soil /K t'a —G+mldS'€ SiGc.��6 /r I!Lj j Nature of Repairs or Alterations(Answer when pplicable) USE Qq.S-rto.� J,19•tee, �'(C_ !b� jD.ate 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 Certificaie of Compliance has been issued by this Board of Health. _ fiCY Date 3 Application Approved by Date_ V Application Disapproved b Date , for the following reasons Permit No. ''' Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewag Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by JRCXW_Ajr P o ip at 14yAt&j&)`5 has been coMwn te accor c with the provisions of Title 5 and the for Disposal°System Construction Permit N e I u Installer � � ]C1� oci a— 4:�Q Designer #bedrooms Approved design flo 3 gpd The issuance of this per it shall not be construed as a guarantee that the system w' t as desi ed. Date y �1 1 y Inspector THE COMMONWEALTH,OF MASSACHUSETTS Fee PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit �- Permission is hereby granted to Construct( ) Repair(X Upgrade( ) Abandon( ) System located at 17S N d&ULC HV#(-fJX1(9 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must�C--G 1 e ith' ee years of the date of this permit. �. Date Approved by J •�g- W-ne " - - -C", , �a MtV M �MV Wnfj,( -4. �i "!;X 1 011, egu 4 -q rd.V.,:S en T r V 7-. Mn lo _M_ T104m�is-MOKeAh Dfirettor ;- 200-M i:n Stree ,-KA fibis' 02601 Office'!.508i-86.2-4 .644 Fav'M849M304.. _C_ Certification Form intallL eAknor,C Date. 26 &Wage PerfiIj -09:4 Assessor's MWParcel qZ12:76 Designer: G tn.ee. rin •-. - 6Inser: , v - ), `Address:. -2, S Lt. C -b Qe:i-r. �i W 2 .y Add ress: W. was issued a permit,to:install'a "(date) (installer) septic system at ve A -vqu e- based on a-design-drawn by ('addresg) n T date d . certify that th e.septic system. referenced above was substantially according to rti . . the.design, wh ich may include minor.approved changes such as lateral relocation of the d box ' d/6.r septic tank.. Stripout (if required) was inspected and the soils distribution an were fou nd satisfactory. 11 ceit.4_ that the sept ic system-referenced above was installed with major changes (i.e. - gteaterthan 10' lateral relocation of the-SAS r any vertical relocation of any component al of the septic.systernbut in accordance with State & Local.Regulations. Plan revision.or certified -b 'iltby:designer to follow. Strip out (if required) was inspected and the soils rt,f ed isU und.satisfa to Were.fo - ry. 4. ce rtify f that the,system referenced.above was constructed i iance with the terms of the!1A#ppro a v' I,Jetlers.(if applicable) -j"OF asL CHURC JLLJM : NJ n C "—E]RECEIVED.BY T dAfur' VVIL .41 `Ur s (Affix De Here) -E-4.RE-Tt -URMT0 ARNSTABLE PUBLIC 11EALTH D SION. CERTIFICATE Fi?U.0 .WILL NOT BE'ISSUED UNTIL BOTH'THIS FORM AND AS- LWT— HUBARNSTABLE, PUBLIC HEALTH DIVISION. 71 'f. y I Idoc .� TOWN OF BARNSTABLE LOCATION 75 7,C'icm?tjK &QA SEWAGE # VILLAGE_ ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. �PE(.fAat�j (yL SEPTIC TANK CAPACITY LEACHING FACILITY:(type)� ic%7 - (size)•.(0)6(�L4J NO. OF BEDROOMS �� PRIVATE WELL OR BLIC EI�l/r' BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSvcD: �3 VARIANCE GRANTED: Yes No ,� o ! r e S 1 ! Y 1 - I No... ._... .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH APPROVED TOWN OF B A R N ST A B L E Barnstable Conservation Department Allpliration for Diaiputiul �ii orlt.q Tattuar a Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: -- rye.tian.Address / or Lot No. -1 �!..... LIL`g�!l1p� . /I..I�NIY. .`t� _ --......... O cnc ress Installer Address Type of Building Size Lot............................Sq. feet .� Dwelling— No. of Bedrooms.....3.................................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..7733.+T.J--.........................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----/Q.......... Depth below inlet-...b............ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ W Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ L14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 -•--------------------------••••-----------------------------------•-----------------........_------......................................................... ODescription of Soil........................................................................................................................................................................ V .............•--------------------------•--...........--•-•---•-----•--------•........--•---.........--•------------------------------------------------------•----•-------•-------........------........ W x -------------------------------------------------------------•----•--•-----------------------------------••------------------------ -----------------------------------------..................-- U Nature of Repairs or Alterations—Answer when applicable.... N-5TAIf--.../- .. T.../ ................. ...................... iS�.�T N... .......7r Ter.�----------------------------------------------------------------------•-------------------...........................-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n issued by the board of health. ... .. ... ......Signed ..... ............... ....................................... .../....... ...... .:...... Dace ApplicationApproved By .................... . ............................................................................................................ ....`1.. .��7:.'.t��� . Dace ApplicationDisapproved for the fo owing reasons: ........................................................................................................................................ ................................................................................................................................................................................................................ .................Dace.................. PermitNo. .................................................................... Issued .......................................................---.......... Dace J ��rr%„-i�'�N`.uy:�-•.+u:6:`R"u-=.L!,.<,::;f�..�.-"t+�s�:,r,�,7�.i ��a:f8'o�.n+i7'�:l::k Cl�`+7�• _ � dlz.�3�.r��� $...},�' 3a'�.�.;N isv...:..� .�a-..�; .::,;)f:.. - ..,.r�;1-+'iwteiu�,v-d:JS's;c:;u�;s ,.................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN. OF BARNSTABLE Appliration for Di►i.pooal Work.5 Cnotwtrfr lIIn 'r mif 3 s� r Application is-,hereby made for a Permit to Construct ( ) or Repair (V_�an Individual Sewage Disposal System at: ......................r....- 1 t,t.r............................................................ •-••--•---•-......-----------•------••----. option-Address or Lot No. Location ( ma�y• y//Jy /� tt-- ...:................ .Frn ............................................................ ..__........... .............___........._..........._ ... ........... a r Vr'1_L ��tn .S /dress //!, /�I9%/ Installer Address UType of Building �. Size Lot...........................Sq. feet Dwelling— No. of Bedrooms.:___.."?`.................................Expansion Attic ( ) Garbage Grinder ( ) Other—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. 3 Seepage Pit No.... .............: Diameter._._ nl.....:: Depth below inlet...ZZ.f......... Total leaching area.................. ft. Z Other Distribution box ( ) rpo 94tank ( ) a Percolation Test Results Performed'by-------------------------•-•---------•-••--------------•••--••----------._ Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Lr. Test Pit No. 2................niinutes per inch Depth of Test Pit.................... Depth to ground water........................ LYi .....................:........................................................................................................................................ Descriptionof Soil ..........--------------------------------------•----------------------------------------------------------------------•.......:............. V .............................................. --------•--------------------•....-•-------...........--•-•-----------._......------•-----•-•---•-----..._._..------. W UNature of„,Repairs or Alterationsr( T�swe ............................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions,of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed�... �— 'q`......... .........� N........................................ ..............._..... Dare " Application Approved By ................��... .. � � . .......................................................................................................... ....��.. _...... Dace Application Disapproved for the following reasons: ..................................::.................................................................................................... ................................................................................................................................................................................................................ ........................................ Dare PermitNo. .................................................................... Issued .................................................................... Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (g$Ttifirate of V IImplialare THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired b �'.. .:%r....t. t ...5 .. t1..C.......... y ................................ Inscallcr at ...........................................................`7... ........ :r c,.l r.. .�k.l. .......A.�rrr'........... .In.M. !_:r��...................................................... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ..................:............................. dated' ............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL_ NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ` DATE........................_......l .................................................................... Inspector .......,................ ........................................ --_____-----_______________---------_ _ -----_ THE COMMONWEALTH OF MASSACHUSETTS -BOARD OF HEALTH TOWN OF BARNSTABLE Disposal Workii Tonotrurtion "Permit Permission is hereby granted............e _---------•--••----------•----------•----- to Construct ( ) or Repair .),an Individual Sewage Disposal (System at o. = .. ,5�..._. ra. tll_�.tii..... 1 fj`/crcnvtt_�-•------"--...-------••---. t-. Street q as shown on the application for Disposal Works Construction Permit No.yl,�/n�..,`�1.._..__ Dated- ............... Board of Health DATE............... -•-^•--- ..- - FORM 36508 HOBBS&WARREN.INC..PUBLISHERS No....'l.- 02- F$s...... D THE COMMONWEALTH OF MASSACHUSETTS BOARD HEA TH C% .. OF.............. ...... .. .......................................................... ` ApphrFation for RiBposal orko Tonotrixrtialat rrutit Application is hereby made for a Permit to Construct (x ) or Repair ( ) an Individual Sewage Disposal System at: .........Lot 1-06:Franklin Aae1! nnis.. .... :.:..... ........ -----.•-•_. ...... -•-- Loca'o - ddress qr Lot A'o. ....................seph F. Cougth� n Box 781., Hyannis ........................................... ..... ................................................ Owner Address a ......... ....Arai.g..Mdeirms............................................ ......................................................................•--...........-•-•---••----- Installer Address UType of Building Size Lot....15.,.0.QO........Sq. feet a Dwelling—No. of Bedrooms....:... ...............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures ----•---------------------•-•----••...........--•---•-•--•-••••-............•---• ••••- •--------------------•------- w Design Flow....................... ....... ....... allons per person per day. Total daily flow-_._--._X. ..... Design WSeptic Tank Liquid capacity.2allons Length................ Width................ Diameter................ Depth................ x Disposal Trench— o..................... Width....____._ tal ngth_ ....... Total leaching area....................sq. ft. KSeepage Pit No...... ,._;--__---- Diameter .. ept i ow i et.._.........`....... Total leaching area..��d sq. ft. z Other Distributidn box ( ) Dosing tank �-- �" Percolation Test Results Performed by..•-•-••••---••-------•••••••••-........••-•••.............•-•-•--••••.... Date-- a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ c14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-------------_.......... P4 ....................................k4............ ----- - O Description of Soil...................................... - . x 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by the board of health. Sign = = .-•-•• . • . ............... fl� f .... .....'_. . D it Application Approved By----- � - . :........ ....... Xel' D Application Disapproved for the following reasons:................................................................................................................ ..--•----•---------------------------------------------------------••----------------•---............•••-----•-•-•--•-••-•------••---------•........................................................... Date Permit No. ................................. Issued Date t ' y r` No.............r ...... Yxim ...`2.•....................... THE COMMONWEALTH OF MASSACHUSETTS BOARD C,F H EAYTtH r. f� ... QF............. *!..11........................................ Appliratinn for R-sposal Work,i Tunitrurtinn Prrmit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: .........L0.....106..F;;6Mk1iU..AV.9..""-Hymids......... .........."""---......................._.......---........------"-....................----........ Location•Address or Lot No. .........J-9sw ._FR..C©g.41in.............I........................... ..... #oX... $ls...Fi ann a.................................................. Owner Address ..........i Cra9,g..Med, Ixl=........................................... .................................................................................................. Installer Address Type of Building Size Lot....a,5.rOp0........Sq. feet ►.� Dwelling—No. of Bedrooms...........3...............................Expansion Attic ( ) Garbage Grinder ( ) W Other a —Type of Building ............................ No. of Persons............................ Showers ( ) — Cafeteria ( ) dfixtures ...........................•--.....----------------•-.-----...••----------------..............._.._......._. .... .. ------ .... ...- ••._ W Design Flow...•Other. gallons per person per day. Total daily flow........,.,,;. .................gallons. WSeptic Tank/-Liquid capacity l � allons Length................ Width................ Diameter................ Depth................ xDisposal Trench—No..................... Xdd .tea.. Total Length... ...._... Total leaching area....................sq. ft. Seepage Pit No........ ...... Diamete �""" ,�"'.:....... Total leaching area... ft. if vtrQe �..r.�q. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (XI Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Psi ................................... O Description of Soil"""""................................... . ...... 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 Article YI 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 heal h. Signed. ... .,,. ................. -------- ................ . A A lication A roved B ..,�-��_.........,/ �.... " /.. Application Disapproved for the following reasons:..............................f......""-""---"-"-""--•-•-•"---------".....--""-""/"""""""""-"-""----.......... ..-""--"""".........--"--""--.......-"""-"---------------"""".......-----""""-""-"""....-----""""""""""""---•--------------------.....................................-•••------........._.............. Date Permit No....Z° ...:?......--.•---•-....... 1 . .2 ` ............... Issued.......----- - ---�-F-•7.��. ...... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF EALTH .............. ..:.....1.................OF............ .......................;:.............................................. f�rr#ifu�t�e of (�unt�littnrr THI IS CERTIFY, hat th Individual Sewage Disposal System constructed (�r Repaired ( ) by...........> ...........u,�..� /��.� .2 . -•"-""------------------•"""................ .......................................... / InstaCer . ��''�� has b2n,' ins ailed 1-n ac o dance with the provisions of Article NI of The tate 'anitary Co e desc ibed in the application for Disposal Works Construction Permit No.............+� ........... da.ted.... rf. 1..... . _ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARAN EE THAT THE SYSTEM WILL F NCTI N SATISFACTORY. DATE.......... ... ... .. ..............._........ Inspector - 9,�" . ............. - ................ . ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH NO...... n..a?. .. `Z�✓ .. ��w rry' ^�' �� FEE.mot................. / t• Ropwial Workii Tonstrurtinn lirrntit Permission is hereby granted...... r1' ?.f.a........�� / '��5:....._..' to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No....... ........ ..... ^t i: ........ _ .f °'f 'r:: .`..5....................................................... ..... . Street >> as shown on the application for Disposal Works Construction Permit No.......4.6....`-'' Dated.......................................... /,r j,t // Buard of He71v-", DATE. `..._..:..-..i..}----------------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUILISHER$ T.O.F. EL.= 46.4'± FINISH GRADE OVER D-BOX= 44.3'± FINISH GRADE OVER CHAMBERS = 43.7' - 44.5' GENERAL NOTES PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET & RISER TO WITHIN 6"OF FINISHED GRADE ,� STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL OUTLET TO WITHIN 6"OF F.G. 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 45.5'± F.G. OVER TANK EL. = 45 3'± 5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 20"MIN.ACCESS PLACE RISERS ON ALL COVER(TYP.OF 3) 9�"MIN � TOP OF SAS= 41 .53' CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL � ---EXISTING 4 � PROPOSED 4" 36" MAX. � 9',MIN. SEWER PIPE ( PVC SEWER PIPE 40.70 36' MAX. BREAKOUT EL- 41 .20' INLET PIPES TO 6 OF 1 SYSTEM UNLESS OTHERWISE NOTED. I I i , FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN M 6" 3" 3 DROP MAX 3„ 9„ L=30 ± ELEVATION =41.20' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A _ 2" DROP MIN _ MIN s,.�PE�,,� PROVIDE WATERTIGHT 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 1 3„ 4" PVC IN FROM / JOINTS {TYP.} � ��4 14" x -- SEPTIC TANK 4" PVC OUT TO Q 0 0 O 0 0 0 0 O o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 43.� ± • LEACHING FACILITY To0 00 00 0 5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. \ 12" " oo o o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR TO PROVIDE CONTRACTOR SHALL CONTRACTOR SHALL ' o SPECIFIED DROP BETWEEN OUTLET TEE 41 .17 MIN. 41 .00 2 o 0 0D0 o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK VERIFY SIZE AND 48 VERIFY CONDITION OF 00 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS INLET AND OUTLET CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONECD EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 0 0 0 0 0 0 0 00 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH RTANK NECESSARY COMPACTED BASE 4.0 AND DESIGN ENGINEER, 5 OUTLET DISTRIBUTION SOX 4-83,8 5' (�'P)- 4.0 } 4.0' 4.0' i 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 45.00, TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP-) ESTABLISHED ON A NAIL SET IN A TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 32.20' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. z8.70 12.83' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW P RO F L C. D IDETAIL TO THE DESIGN ENGINEER. ANK r I R I 1_�f�._� �, TYPICAL CHAMBER PROFILEETA I L C H A NA R�R �_.�F AILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE '' *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE WATERTIGHT. `'0 "`iFa DETERMINATION:� , , DEEDED OR TEST PIT DATA 11 REOGULAT ONS OWNERSAPPL CANTBEEND IS TO OBTAS TOAIN N SUCH MPLIANCE DETlERMINATION TH FFROMNING � PERC NO. TPT-20-36 APPROPRIATE AUTHORITY. INSPECTOR: David W. Stanton, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR CATCH C.S.E. APPROVAL DATE: Oct. 27, 1999 TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. BASIN I safeS@W `I \\�,�'` -_ r-_ DATE: March 2,2020 13, DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. f�. C?�� _,� • -� ' T TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE j MAP 292 19, • ELEV TOP= 43.80' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. S 74o 19, M T ; U REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 150 00 S F LOT 40 V .: ,�/�`} '^�1 �, ELEV WATER= < 32.30 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). Q J ��" '( PERC RATE _ <2 min./inch p 0, • • . Q J 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN �' r • O. 4a SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. v � r-PROPOSED 2-500 GALLON C� : ` 'tL+ / P DEPTH OF PERC= 36"-54" a �/ -- •/ � / 16. PROPOSED PROJECT IS LOCATED WITHIN: `�v�C l LEACHING CHAMBERS , AGGREGATE N / f� TEXTURAL CLASS: 1 ASSESSOR'S MAP 292 PARCEL 276 �� o �h _ PROPOSED a • • OWNER OF RECORD: RACHEL K. ROSENWASSER INSPECTION ; , 2 Benchmark t ►� 1 LOCUS I C PORT v v 0' 43.80' ADDRESS: 75 FRANKLIN AVE Nail set in Tree ` / HC-2 \ - ,r A Loamy Sand HYANNIS, MA 02601 Elevation =45.00' _ 10Yr 32 g Approx. M.S.L. �' / 6" 43.30' #75 t, Pam,.-- /l FEMA FLOOD ZONE X EXISTING f p COMMUNITY PANEL# 25001C0566J / f 3-BEDROOM (2) 2 8 ft157� s Loam Sand / / DWELLING � . y o MAP 292 '` B 10Yr 5/6 17. DEED REFERENCE: BOOK 8407, PAGE 137 LOT 102 p � BH ��. � 25 ; � � r� ke - r 18. PLAN REFERENCE: PLAN BOOK 260, PAGE 79 \ 2�g, Ohm -Pond nd _ ; 36 40.80 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. TOF =46.4' s %43x8 (3) I ° 0 i ' B Fire :39.30' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY / FFE =47.4' O (1) 0 _- --�` 39 St FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY / 16" � � FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. c; Cq, / COVERED / PORCH \ ° 'b l fi HE ORS 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 1�TP.1 o N / } �� Med, to Coarse Sand ® w�,,,,�...• A r ! '� �4� �,-� j� C DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A / 2.5Y 6l6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. My O FFE 47.5' co PROP. D-BOX 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND = 4 PATIO 1, LP (4) 22" LOCUS PLAN APPROVALS FOR THIS PROJECT. co HC-1 I P`o SCALE: 1" = 1000' 138" 32.30' o l� exec -EXISTING LEACHING PIT TO BE �- / PUMPED; FILLED WITH GLEAN No Mottling, Standing or Weeping Observed ___._____ _ _._ _ _. _- - _ _ � SAND &ABANDONED DESIGN DATA TEST PIT DATA " LEGENP (APPROXIMATE LOCATION) / i I BIT. DRIVEWAY , PERC NO. TPT-20-36 / L/.i' TING i,000 GALLON MAP 292 50xO EXISTING SPOT GRADE SEPTIC TANK TO BE NUMBER OF BEDROOMS (EXISTING) 3 � INSPECTOR: David W. Stanton, RS / a LOT 103 17`F EVALUATOR: Michael Pimentel, EIT - _ 1#ZED IN THIS DESIGN NUMBER OF BEDROOMS(DESIGN} 3 , CSE 50 EXISTING CONTOUR z a / / DESIGN FLOW 110 GAUDAY/BEDROOM GARDEN C.S.E. APPROVAL DATE: Oct. 27, 1999 -� 50 PROPOSED CONTOUR /GUY ` / TOTAL DESIGN FLOW 330 GAUDAY DATE: March 2, 2020 / EXISTING UNDERGROUND ELECTRIC / WIRE DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 / /U.P. USE EXISTING 1,000 GALLON SEPTIC TANK SHED r ELEV TOP= 43.80' EXISTING OVERHEAD UTILITIES � #VZ7 / ELEV WATER = < 32.30' W/ W EXISTING WATER LINE 1 a ,r INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE PERC RATE = GAS EXISTING GAS LINE MAP 292 / DEPTH OF PERC = h' LOT 276 I SIDEWALL CAPACITY TEST PIT LOCATION j' 15,000± S.F. TEXTURAL CLASS. 1� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY / (25.0'+ 12.83') (2 ) (T ) ( 0.74 GPD/S.F.) =112.0 GAUDAY EXISTING 1,000 GALLON SEPTIC TANK NT's 19,15"W , BOTTOM CAPACITY 011 A Loamy Sand 43.80' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 0.00• / (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 10Yr 312 13 4. (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 6" 43.30' PROPOSED DISTRIBUTION BOX WATER B Loamy Sand PROPOSED 500 GALLON LEACHING CHAMBER SPICKET TOTALS: 10Yr 516 TOTAL NUMBER OF CHAMBERS 2 36" 40.80' REV. DATE BY APP'D. DESCRIPTION MAP LLOT 75 TOTAL LEACHING AREA 472.2 SQ.FT.l TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE \ ` MAP 292 LOT 104 PREPARED FOR: ROBERT B. OUR CO., INC. NOTES: 4 C Med. to Coarse Sand 4 2.5Y 616 LOCATED AT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC �'®.. / i 75 FRANKLIN AVE SYSTEM COMPONENT. HYANNIS, MA 02601 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED i LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. _ SCALE: 1 INCH = 10 FT. DATE: MARCH 11, 2020 REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH SWING-TIES 138," 32.30' tN OF� 0 5 10 20 40 FEET TEST PIT DATA. No Mottling, Standing or Weeping Observed DESCRIPTION HC-1 HC-2 0� JOHN s 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2. CHURCHILL,gt M PREPARED BY: CORNER OF STONE (1) 43.8' 36.0' RESERVED FOR BOARD OF HEALTH USE cm -' JC ENGINEERING, INC. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE W.Y41997 2854 CRANBERRY HIGHWAY INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO CORNER OF STONE (2) 52.8' 33.7' '�o� o INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR CORNER OF STONE (3) 71.5' 58.7' EAST WAREHAM, MA 02538 TO BE INCORRECT. SITE PLAN 508.273.0377 SCALE: 1"= 10' CORNER OF STONE (4) 65.2' 60.1' Drawn By SJI Designed By SJI Checked By MCP JOB No.5059