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0119 PATRIOT WAY - Health
119 Patriot Way Centerville A= 192 - 226 II�II/��y�IJ n �RECYC(p�c lLGi1'iL� 2 o2m IIII UPC 12543 No.53LOR .coNs°��� HASTINGS,MN TOWN OF BARNSTABLE LOCATION 1 q �QI-r�u f (}aAv SEWAGE# 2-40'7" 513 VILLAGE ASSESSOR'S MAP&PARCEL 172 INSTALLERS NAME&PHONE NO. eat eiA,do Fh-�. ioZ qu.) SEPTIC TANK CAPACITY LEACHING FACILITY:(type),(31 t'n dLCif 2 u (size). ? X 3 Z..S NO.OF BEDROOMS 3 OWNER lU✓G�.�tR �N k- + PERMIT DATE: '1r 2-1-2®G-) COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist ' within 300 feet of leaching facility) Feet FURNISHED-BY LL C. 3 I � s•o 1 3Z r4•o �(o da ��c 5- 3 Z.v i a � D . U o No. � J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Miopoal *p6tem Couotructiou Vermtt Application for a Permit to Construct( ) Repair(vf Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1/1? Awrrz.o T &1111 y Owner's Name,Address,and Tel.No. Assessor's Map/Parcel / Z Z 2 Ctr�^ujl� Installer's Name,Address,and Tel.No. t 4re;;01i}C5 Designer's Name,Address and Tel.No. T *r Sole Y18 Y02e, 0'0 13-IX-7 ZaSY C✓. fx��j- �ywy Lchrc�� cle- ozcsL 509 ;-73()3-7) Type of Building: Dwelling No.of Bedrooms Lot Size 161(012' sq.ft. Garbage Grinder ( ) Other Type of Building S i n5I C -Fa M�kT No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 o gpd Design flow provided gpd Plan Date ///2 0 l 2 a©7 Number of sheets Revision Date Title Size of Septic Tank GjZ5%%% a O q 4 L Type of S.A.S. 3 Sp8 C,Kl L lVI � Description of Soil Sea_ Q l L l (i4>�r Nature of Repairs or Alterations(Answer when applicable) ��S�te'1�` t ,� yU-,j 7 3 y L3 �(�� cwt Cr C• ( '2t> (& SJY-A 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 of Health. Signed i Date Application Approved by A Date Application Disapproved by: Date jF for the following reasons Permit No. .006a -5-33 Date Issued �� 1 No. � L� A rf•• '0 a-� Fee f' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: "PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Digpogal 6raem Congtructton permit Application for a Permit to Construct O Repair(%/,Upgrade O Abandon O ❑.Complete System ❑Individual Components Location Address or Lot No. I`ef f.i rR,o r 4,y1 f/ Owner's Name,Address,and Tel.No. fw�2vzct (.• �'�/t Ge.,aT�2v.'i1P I�y,�.FrrlruT 6„dy Assessor's Map/Nrcel 1 L ` 'ur�-21e Installer's Name,Address,and Tel.No. e5 Designer's Name,Address and Tel.No. Sae Y)01 yoze, �K -767 735-v C✓.s.�Lxi�� /ywy L Tr.s��(/e ozc3L SO& 1-73U37) C-b9srw eL,.a®� ik Type of Building: Dwelling No.of Bedrooms -3 Lot Size 161(071 sq. ft. Garbage Grinder ( ) Other Type of Building S i nc I e -fA M,k�T No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3.3 0 gpd Design flow provided 3 4 gpd f: Plan Date i l 112 O 12 o O.7, Number of sheets Revision Date Title I Size of Septic Tank 1,000 Q q L. Type of S.A.S. 5oa C ig L 11 'L to Description of Soil v D)4-^ i Nature of Repairs or Alterations(Answer when applicable) ;moo c wry` L. C , 14 i r 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 of Health. f` Signed 1 Date " �� lop 7 11-41 Application Approved by Date / Application Disapproved by: Date for the following reasons _. Permit No.e006? `S33 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of'Zompliance x THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (1) Upgraded ( ) i Abandoned( )by (2A�i.&,.. &J-V p,,t�e at t v--t qV/1-T f V" (-ZA^-r -,P-�,;k tk C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. '20-? _tZ� dated 111,2 Installer� L..L( Designer .�, ti #bedrooms 3 Approved desigu flow / gpd The issuance of this �rmi/t s� II not b construed as a guarantee that the system -'n,asd signed6 Date / Inspectortt� �'��/ f -------------------------- ----��-----�---�— I No. 3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migogal 6pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair (V ) Upgrade ( ) Abandon ( ) System located at r 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 must be completed within three years of the date of thi eQ. �k_ Approved A b Date�)I/ I D� pp y i l own oI narastabie Regulatory Services ot, Thomas F.Geiler,Director ftblic Health Division Thomas McKean,Director 2:00 Main Street,Hyannis,MA 02601 J Office: 508-862-4444. Fax: 508••790 4304 Installer & Desiner Certfflcati 'n Form t ' date: 12•-2 cy Designer: Installer: .ew ck, faker +'seS Address; 2�5'1 crpo"rc 14- Address: �.. • 'fix Z�3 •--- --n- ---- -- On.-� l-2?-?,00'7 a- =S was issued a permit to install a (date): (installer) septic system & i a� w Y _ based on a design drawn by (address) (� V%�'vice(,�'�9 'TY1C . dated tioueyvt„oe (designer) - "�` I certify that the septic system referenced above was installed substantially according to the design, which may include minor ;approved changes "itch as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i•e. greater than 101 1 relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State.& Local Regulations. Plan revision or certified as-built by designer to follow, c JOHN 1. CHURQHILL t JR. staller's akure) �- ' eslgner's s tore) (Affix De er''s `t Here) EASE RET 'TO BARN B PUS HEAL I CE IF AT OF ILL N 13E ISSUED BUILT RECEIVED IN T1EIE STAB 14IA,N�_�'ia�J. b VISY N. y Q: Health/Septic/Designer Certification Forn, 10 -<1 4.92.0 £LZ s0S DNIN33N;ION33P 140 9£: 60 400Z-8Z-33a .:J�.A_�1:G7.,;e',✓_!l'Ib° 1 °'--v r.1eY'1_... 'NWWNISYNHLE' 1itJ1'1FrtL lr nGYL�n .-" f .":.! '�,� v.�;un7 f�s�'rn a✓�rsr��r'�i�'J`�r�e�,5 T '9T���9�a'�YX N,.ern irk }�r9 y§p�nr„r tars xMsw r,�.e N ^cm r',�.� Town of Ha=�ble pw � Dpulinat aR l�aawboA arrtr9cts ® � 1 f PabUc tb Division Dwts � wOd tlsta 8f,nrL��1eRA d1d01 '° .. �a� > . >t �a. .. � Soil SstkabiRty'Assesonent for Sdwage Disposal ftfohftd br. MICAAE.t- ?lMENf'Pl. or ' [uA A. MIO¢AN4� I OW7O 1 lk GBNI AL VOURMTION Lotwtlnn Adaaes 4ww'tNaee "' 117 &-x,o-r GUfi y,C&- C-Yl I -r Add(M �LG�LEiV�t= Py� Ataee,or's<1ItpA�rtoe>: f 9a f aaCe Lcn' ,e ,t to NNW aye ,••,•� ,-. P.• � , N®9Y Cxtu t ttsp'A IN I�od�!a- �ES�o���•-..��� 11�l�1?•'`.�.�'...�..:�. 11111t10e8glor ...N�A :.� D'�ietnru>� �QVbtarrlod,� stop-- -,,,,,,ft tbttibbWre.Ant �st°_°'!� Dderil��Ilaktltttll >1.�....� . DAie+� r > �a�—R new"Lim >10 a QptK +t SMTMI Aatetntmn dhOMIOn.dlat CMd)MdMl of po ole a Fm tnq.be&WSNN bla I wwiv, w " • SN81D , 'tPl QI O �l � • F �, {ItiA011atklNt(�e0krC1 OurwgSN Ti 4vJ peylh tb 11/draet peptktvGiwmlwMR 91e►d1y Wawa l{1dn � i�ly.,. $taS Werpb�l',p�b�IMpe�,....,..�+�,r..........•.M;� - 6ti,tieel ISTEMA NATION POR SEASONAL MOM WATER TAMA Mtedmd Utds -xgtcT o9SE"ATlod > lyy`` Gs >t4y cn r•ri 00 sutri�r tb,.bola $ I t, Do k 1rt0U MOM lo. twp fift dde orfAm.%ft., �►yK.�SG� bl� Q,OptdY�llr1�J►4tYlblfJr! { bldett WNI r ,,_""' i`eiy a�te� r, wee g17t..;Dt�9.... �M,twa,r., 4rwlWaawr PERCOLATION TUT oaatnsim Turlre9" ........... .r..a.. otpr►eti+no ��.54• — Aimee .•�—� Tim W." 1s1181rtelei� 10�Z4 (C, IV E'itt>lII�,AtNll�y A..esrnnsls sft tr...es� IlItA3l�ll�d:�..� AddWnte!ti,Nebwt�tnrta ly�l..�..._ -� Ofijtetb'Pobb ODtrleloe eftoreaUon H*Do 7o t CONVlowd DO Bw* `'J : tomI�t eot#4 o"It imimistlas twin it to be coraluttod wit!"I a�t waded,700 !A Berodable atx.Mtton DtvleI►n at]east one(1)wak prw to b"AmIng. . Q:�sePr�r�Iaraosbl<.Qoc � ,� J 11L':aU'.GCJGJG. '6':1.5d1 CY}'::;.. yFflnU}J�r Y.-,!Y. Y.. �:✓. 7 "Y.. , DBE'.OB �Av"..'tVNOY satl Via+ �[tr�e ,eisl tldoi� Mu " .. Ohr cuecN ,camado bulft '�1ee�► t GRAU�- - MMUM SAND. 2S Y _. _ 510 Cat q AO 1� SP ORBtYATION DOYB LOG # ' t7�p�N6aa+ tinititart�on '. tialPlMLr. 8dlQotar loll " �r earAe�(isa CU" . *&=WA Mw*S ttttiaonn,tlt SON" [5°(o GQAVEIL,W:W , DW OMRVATION ROM LOG 3k 0 - tosuu►) lKattetU Maim Aon%aver,Bogus i. DMW OBMVA77ON HOLD LOG Do!•# taep8�bm ttotl8a�iam 9oS.'hu�Naa Bait dolor � loft atlro• �, mom N' •=:2 tt:�ol q+csaeai� teas � � i ' IVie�e;iON�att�rla`y ' "Ka �; Y�„�,..s• . . , ' 1�t6b LOn 41no8 ,'!Dove u leW t�et nt a rtateny parlous aaatrtlat"'Ut ift all aka/abiwad t the • . that ptt4poe�rd�e the OoU al>rorptiix+ei+ata�t� „�,YEs,:.•� •. � $�'iM>:t ii the dapfb od'AOtu:slly oac pwl0ua tolid'+ilill.y.......,�...',. •. �.' ==Whom= V-q9 (dns} bawpaMd fluBoileMUnrtac&MkWonr>PPOwed*,dw tol Aotecefop tad flat tdr ibova wtyelr wu perAnra+ed by m eoaaletaoR t�►itD , do ro ed a MtMia eocpwienosdUaiW In%0 CUR ISAIT Daor - fir- ' QIV�'Pl1�P�RCNOtUH.t70C b TOWN F BJ�ARNSTABLE 2 LOCATIONly //cam SEWAGE # VILLAGE AS ESSOR'S MAP & LOT �7 �y INSTALLER'S NAME & PHONE NO. �°6 I-h, C���C� / SEPTIC TANK CAPACITY /�QQ , LEACHING FACILITY:(type) . L (size) �! NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: 'Yes No Sic k5 � l U13b 5 (,0 L 7 3 1 CTlJ1j PT i �o� L.O-C A T ION SEWAGE PERMIT NO. �77 VI,LLAGE I N S T A LLER'S NAME i ADDRESS BUILDER OR OWNER ;/; DATE PERMIT ISSUED DATE COMPLIANCE ISSUED r _ 2,7 r �j� _ , �� � � . 6 .�` y! �S� ..�v No........7..��P...... Fims....... ......O........ THE COMMONWEALTH OF MASSACHUSETTS w _ BOARD OF HEALTH (� 1.0 V. .......I....OF......!J. /ll.�..i... L�� •..................... 1d'9 Appliration for Uhqpniia1 Works Cnnnitrnrttnn Frrmit Application is hereby made for a Permit to Construct (k or Repair ( ) an Individual Sewage Disposal System at: ' Zet I - Location-Add r Lot o. ...... ' .... f'----------------- ----- ----- ..�� f' of .l_... ....----- ... ` ' � Owner Address w R .. 1. l�(?� -- � E- j a / Installer/'d ddress feet Type of Building Size Lot______.1_______<_._____._..Sq. e U Dwelling—No. of Bedrooms......................___..._.___..__.Expansion Attic Garbage Grinder ( ) pa,, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures .................................. d ------------------------- -- - ------- Design Flow............................................gallons per person per day. Total daily flow_______.........���.._. gal W •. ••-•-•--..gallons. WSeptic Tank—Liquid capacitA allons Length................ Width---------------- Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------I------------ Diameter-__)0__-_0... Depth below inlet..&..'O...... Total leaching area 64__....sq. ft. Z Other Distribution box� Dosing tank ( ) `'' Percolation Test Results Performed by-_-��02 _..---- 1' .............. Date------,®- -2----•---" Test Pit No. 1......�----minutes per inch Depth of Test Pit___1 ._. Depth to ground water.._.. A Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-------_................ a -•--•-•. r -••••-•-----•-- --•--•-•••-------•------•-••------------------------------------•-----•-----....--•-----•-•......._..........._. Description of Soil D_�--•---! ±'!� S��YS1Z ............................................................................................ x -•-•--••----•••--••---•----•-•-•-----• --�......-- i,� � r� .�. �--------------------- -- . U W -------------------------------------------'=--I--------- ► - --------•----------------------------------------------------------------------- UNature 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 TIT L;.=. 5 of the State Sanitary Code— The undersigned furt er agrees not to place the system in operation until a Certificate of Compliance has been is ue by the,beard 1 e th. ,U-�i - SignedF ... ......• - ----------------- --•-•-----.••••• ---•---•-----••----•----- // Date ApplicationApproved By........... -:.l.l--•------ -------•-------------------..............------...---.... ........................................ UU Date Application Disapproved for the following reasons:-----•-------------------------------------------•------------•------------------------------------------•----•- ------------•----••------•-•---------••-•••-----•--------•----•--•-------••-•----•.............. e—Date Permit No...........74------------------------------------ Issued_.......... - ......... Fes, Date 42 _a,7-7ja No. Z.2-�^=...-....... FEB ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF...... .....: .. Appliraa#ion for Disposal Works Tonstrnrtion rrmit A llication is hereby made for a Permit to Construct or Repair an Individual Sew e'Dis osal PP:, Y ( P ( ) g P System at: r "� ................ �... .--- -----.........-------•------.................. A`r , l� ocati n-Address j /� or Lot No. . 1 �,� tX Owner nerr Address J i`^c rns�a %..Address - VType of Building Size Lot... [�t._t� _.�...Sq. feet Dwelling—No. of Bedrooms...................`.....--_.._._..___---_--Expansion Attic Garbage Grinder ( ) '_l Other—T e of Building . No. of persons............................ Showers — Cafeteria P-1 Other fixtures .......................................... W Design Flow............................................gallons per person per day. Total daily flow........._ _3<�.................gallons. WSeptic Tank—Liquid capacity`.L� llons Length................ Width................ Diameter-_-_.-______-__. Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.......I------------ Diameter....! _.-. ._ Depth below inlet..-.-1&..... Total leaching area,?64,._._.sq. ft. Z Other Distribution box '(),e Dosing tank ( ) '-' Percolation Test Results Performed by.__`, ... ------ -- Date....... a Test Pit No. 1......�,.._.minutes per inch Depth of Test Pit---}.?...=�.. Depth to ground water......I:Qj/{�.....- G%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ••--•-------•-----------------•••....._....----.........---•--•-•-•......---•-••--------.....•--••---•--------....-•------•------------........:......--•- O Description of Soil-------.0.•n-Z-------L0. t-------14j. 4Z.15 A--•--- ,...... U --------•---•-------------- S 1 z r r�S .`. ------------------ ---------- ------------------ U Nature of Repairs or Alterations—Answer when applicable........................................................................... :................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITiE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue y the boardVhe Signed-• _ -------------- f - l Application Approved By.............. ...= = .... Date ...... Date Application Disapproved for the following reasons:................................................................................................................ ......................................•--•--------•-----------........ ................................................•------------------•-------•----••• ...............................•--......... Date Permit No........... 24.----------•....................... Issued------------ -- / ------•---- d- / �Datejd•�-.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........:1,. .. .. ... .........OF......... . r_ Trrtifirttte of ToutpliFanrr THIS IS TO CERTIFY, That the Ind;vidual Sewage Disposal System constructed` (T or Repaired ( ) by... '� .14 { c� F 14----- 1 y� _ Installer at. 4.—F f T 1_�... `�r (TF �-{--- �'C ------------------------------•-- has been installed in accordance with the provisions of T i I F 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---- _�7_ ____________________________ da.ted-...____..._.___ ---:----_--- j THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUE® AS A G AA EE HAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..................•-••-•-•--•--.....--------.....----•-•---------......._.•-•-_. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD O'F WEALTH (� a .......`..t�13�.........OF........�•;� r ~��, L" . No......... A....... FETE..... .. . Disposal Works C��ffistirudian ramit �\ Permission is hereby granted.... . . ...... }_�"� � .. ...__k*) AE4ZR.1.Ck--..-j`'�.�_�_-I to Construct � or Repair ( ) afi Individual Sewage Disposal S stem atNo........................ •. - .............. tree as shown on the application for Disposal Works Construction Permit No......7%'_...... Dated------ _----- .............. .._.... --------------- -------••--.- _ ............ DATE---- `...........1'..A. ? f Board of II�lth FORM 1255 HOBBS & WARREN. INC., PUBLISHERS �. 1. > NISO 2,7 d. .' -7 3 z b ill a adz s ay � . fx d. � N L...A4l.Pi �24° �S�,.T . ' •a � r Y, ^ ��` 1, � �&. . -. `�., T r,' �l • 3 ,'fit'e + ° /vco ,�S'-, �; _ � r � �!B- S�j=,r�c�vALa•B,�' :� 1. \ �. � ''• 7 x ��, ,!r.'�' i F tiS 3s1 1rr�k ne 110 la "®r lql tN 4. w. ` LEGEND EXISTING SPOT ELEVATION Oa0 CERTIFIED F LOT • �' P "Q ' tatISTINO CONTOUR --- 0 — � ,x, fIN SHE;D_ .SPOT�E Eu�_ t L T /,SoT Gr/.4r Far _ aL. T I OIv1 I -.-{�I- i .- +'.'�•1c.�+ - •.. k'T !Y•N1/, 1 914ED• CONTOUR ) - ® `• APPRO.VM,=. BOARD OF :HEALTH `E.' AGENT t '+ t.4- SC .� ALE /"=S0� DA'� :3 r0 ?� t y j SEDGE ENG'NEER,1Nd CO_-IN 1 CLIENT we— �v r, " -- -._.... — . , I CERTIFY • THAT THE 1R,' QF?'Q� r t , , �SGISTERE REGISTERED JOB NO. 7 / '. BUILDING + SHOWN .ON 1'H "p =t ►" ' CIVIL LAND CONFORMS TO THE ,, ZONj1� ' SPIER SURVEYOR OF BARNST LElb , S MA1INk ST 712 MAIN ST. CH. BY /3 � /aG 7 � � , FZAflOUTH,-MASS. HYANNIS, MASS. 7— Y � ter SHEET 'OF' DA E REG ,F,'I,APID °,SU,fl:E1 �A opq ,LL -zv �A. ra 4*44;p VCY, CA V--r /V co CO3YcAr! cbme "q Y, L;w/V.-- v CO/V % IWIN. *RAO& CC)P11,F11W A CZFAA1 _5*AN,0 &A CA-.,=I 4 L 0-CAST C 2'1AY_ IRON P,Pz A.L.PITCW, pn F R WA5)YED 57VJVC Vim'Pea —r. SEPTIC rA MM Box .314 M 9 ffA a .WASHED 570ME i A pREcA5 r s P17 OR AW411V '1A1VCKT Z4 R VA 7/,OV s .10 hVVENT AT 4WILDIMCr 9Fr P/Am. _1Y FT 01A f 7A8V4.A 77 OAM) 411V1.&7- JWPrIC 7.-4AO'K '? Fr— _b-4 401J74e7'SEPTIC 7ANA< 3 ,Fr IAIAFr P.15TRIAV710H BOX u &7- Ivec-rloN OF GROUND WATER Ti BLE 0(1rLE7D.1377?1A9L1T110H F7 /A'4E7' LeACHIM6 Amo17' Srr SEWAGE 0/4S,=40o.NAL SK57WM 754Y 7A LATION LEACH11VCv R/7' A/ A TCA4L4E AFS16M CRITERIA &�:J='T- .N4WtWR Ole BEDROOMS SOIL Z_0 C7 rDrAL &VT1A1A7',eD ..,='LO*V 3. 0 G-44.%NA Y SO 1 L_7,65 7- 60/4 7_2=57-0,?,- MUMAEAP 0,9 40ACMIlVaW .4 Q/ lerl-ey.77.0Ec� 0ArE OP' 50ii_ TEST 7 9 S/40EA&ACH/AW REAt#Wf-r sq, A07 R. P: 0 AAI AC- -.4RESUA.T.5 k-'/r1V&SS&40 4porrom Aaqnv1,v*,poR P/r -7 $o. er c 04 A 71/0.#V 4RA r4e MrAL 1RA' CH.(WCr"AR_-A -S49 07. 5u/a .5 O/L- J2COLA'r/aw VI NCH, RE5VMV46 ZA54CN1,V,-r,4ReA 50. F77' T OF 44 • :> ROBERT'.- vo Af7 0. DAMV!, �Q V, -Z :17 PROVIDE PRECAST CONCRETE ' FINISHED GRADE OVER TANK EL. = 6$,0 ± EXTENSION RISER WITH CONCRETE FINISH GRADE OVER D-BOX= 68.2 ± PLACE CAST IRON FRAME & COVER TO F.G. FINISH GRADE OVER CHAMBERS = 67.5 - 68.5 GENERAL NOTES TOP OF FOUNDATION OVER H-20 CONCRETE RISER SLOPE @ 2% MIN. OVER SYSTEM ELEV= 69.4± COVER TO WITHIN 6"OF FINISH GRADE PLACE CAST IRON FRAME &COVER TO 3/4"TO 1-1/2" DOUBLE WASHED STONE TO 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OVER INLET AND OUTLET COVERS. F.G. OVER H-20 CONCRETE RISER 4 SCHEDULE W PVC MIN SLOPE 1% ACCESS BOX WITH COVER TO GRADE CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE VARIES 5" DIA. OUTLET(S) (SEE NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL. 2"OF 1/8"TO 1/2' DOUBLE WASHED STONE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PROVIDRSER } TOP OF SAS= 65,50 DESIGN ENGINEER. CONCRETE RSER I PLACE RISERS ON --EXISTING 4" PROPOSED 4" PROVIDE H-20 9"MIN. BREAKOUT EL = ALL CHAMBERS I 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL - PVC SEWER PIPE 64.50 36 MAX. WITH PIPED INLETS SEWER PIPE _ � � CONCRETE RISER 65.00 SYSTEM UNLESS OTHERWISE NOTED. 6�3" 3" DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN 3' 9 JOINTS (TYP.) o ELEVATION =65.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4" PVC IN FROM ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14' ��*�j6 1'± SEPTIC TANK 4" PVC OUT TO 0 O 0 0 0 o 0 0 O 0 oo THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. - O LEACHING FACILITY o oo = 'C o o 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR CONTRACTOR SHALL OUTLET TEE 65.671 MIN. ( 65.50' 2'12" oo o 0 0 o� ! 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES 22„ZABEL FILTER 6" CRUSHED STONE O 0 o 0 0o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS � � OVER MECHANICALLY o0 0 MODEL#A1801-4x22 TANK NECESSARY COMPACTED BASE I 0 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH � AND DESIGN ENGINEER. 4.0' 8.5' (TYP) 4.0 2.0' 4.9' 2.0' -_ -� 5 OUTLET DISTRIBUTION BOX 33.5' (TYp ) 8- ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 70.00' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN A UTILITY POLE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLETIr6-2.50' GROUND WATER ELEV= < 56.30EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 8.9' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 3 - 500 GALLON H-20 CHAMBERS CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT SEPTIC TANK PROFILE CROSS SECTION VIEW 5'MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR NOT TO SCALE DISTRIBUTION BOX (H-20) DETAIL TYPICAL CHAMBER PROFILE H-20 CHAMBER DETAILS 10. TO THE DESIGN ENGINEER. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE STRUCTURES SHALL BE MADE WATERTIGHT. NOTE: ! 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP 1 i TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM EDGE OF EACH SEPTIC SYSTEM COMPONENT. � APPROPRIATE AUTHORITY. c ® ) INSPECTOR: Donna Miorandi 12 OCATEDIC SYSTEM UNDER PAVEMENT, ENTS SHALL WITHSTAND DRIVES OR TRAVELED WAYS IN WHICH CASE 0 LOADING SS 2.) CONTRACTOR TO VERIFY SOIL CONDITION..IN THE LOCATION o EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. OF THE PROPOSED LEACHING FACILITY TO ENiURE CONSISTENCY November 8, 2007 WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO _ G DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ENGINEER AND LOCAL BOARD OF HEALTH IF SDILS ARE NOT TEST PIT#: 1 (Pere.#11998) CONSISTENT WITH TEST PIT DATA. © ELEV TOP= 68.70' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE \� C MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV WATER= < 56.70' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, - FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). PERC RATE - <2 Min/in 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ��• r, DEPTH OF PERC = 38"-56" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. f ' 16. PROPOSED PROJECT IS LOCATED WITHIN: C12 � ' • • � TEXTURAL CLASS: 1 `V) 6 ill ' `�r�• ASSESSOR'S MAP 192 PARCEL 226 o' i ' • * • * ' • 0" 68.70' OWDNRE OF RECORD: 119 PATRIOT WAY _ � +* i • ,� � • • A Fill �� • •„ r " � w 7" 68.12' CENTERVILLE, MA 02632 ~ '' • �. Q�1 • » FEMA FLOOD ZONE C COMMUNITY PANEL# 250001 0015C MAP 192 T���jy<�C�C� / #• • :• • i�;r� ," ,� g Loamy Sand 17. DEED REFERENCE: 10 Yr 5/6 PARCEL 1p`r� �O�j • •' • �� (5-10 Gravel) j ► o/o BOOK 4695, PAGE 190 �A, • 18. PLAN REFERENCE: I\ ,����� • `� • • % . Perc8 ` 65.53 PLAN BOOK 327, PAGE 26 �`PIvP� ; + �� • •" • • 56" 64.03' 19• ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 4°3z'� " O • • • +� 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 1124 E Q�-���. 1� • • •� i • + • " FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY EXISTING 1000 GALLON SEPTIC TANK; / 7' J ZONE I( * • • . • • • • Medium Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. BE UTILIZED AS PART OF THIS DESIGN MAP 192 /,' r� • ' • '� ; C 2.5Y 6/6 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A cU / PARCEL 227 (<5% Gravel) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. i N / SHED LOCUS PLAN / ��o SCALE: 1" = 1000' - / _ '56.70 144" - - -- LEGEND No Mottling, Standing or Weeping Observed � DECK - APPROXIMATE LOCATION Tp /� I OF WATER LINE ----- -- - 50 - - EXISTING CONTOUR 68.3 / S -0 I DESIGN DATA 50 PROPOSED CONTOUR , 2���, TEST PIT DATA / ° #119 EXISTING 6' x 6' LEACHING PIT WITH TP 1 �� / \ S2�" 0 0/H/W EXISTING OVERHEAD WIRES P1 EXISTING / \1v NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR: Donna Miorandi GAS - EXISTING GAS LINE �� co 2' OF STONE TO BE PUMPED AND 68.7' �p / U.P. 9A a BH 3 BEDROOM a/H/V EVALUATOR: Michael Pimentel, E.I.T. H W \�, 3 DESIGN FLOW 110 GAUDAY/BEDROOM FILLED WITH CLEAN, COARSE SAND - / � DWELLING 7 DATE: November8, 2007 W W EXISTING WATERLINE _ DECK ' TOTAL DESIGN FLOW 330 GAUDAY A UziHC1 TOF = 69A'± .� qS O� d TEST PIT#: 2 (Pere. #11998) ,� co �� RT \� = 660 GAUDAY -X-X-X-X-X EXISTING FENCELINE EXISTING LEACHING PIT TO BE DESIGN FLOW X 200 %J / GqS /V W ELEV TOP= 68.30' PUMPED, FILLED WITH CLEAN, �4) (5) /� HC2 / �WqY IQ / USE EXISTING 1000 GALLON SEPTIC TANK COARSE SAND. SPOILED SOILS (3) / / S �� \; ELEV WATER= <56.30' TEST PIT LOCATION TO BE REMOVED, IF NECESSARY. -- l tiS O = - G PERC RATE - �, '7, ���- / o° MAP 192 ( ` . ` �qS '� o Lp EXISTING LEACHING PIT / DEPTH OF PERC = Benchmark GUY WIR I 3 `. PARCEL 226 W Nail in U.P. / ' u�S, 1/ 16,672 S.F. ± ,�W CB/DH (FND) \ TEXTURAL CLASS: 1 O O EXISTING 1000 GALLON SEPTIC TANK =-' INSTALL 3 - 500 GALLON H-20 CHAMBERS Elev. = 70.00 / =a-� 6, O ( S76°17 44 \ X R=791.35 z Approx. M.S.L. / o L =26.00' a� - - - PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE U.P. / ^'o �2) 117.0 j N56°22'47"W s I SIDEWALL CAPACITY / ^ o 26.00' / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY 0" 68.30' ❑ PROPOSED H-20 DISTRIBUTION BOX PROPOSED H-20 CB/DH (FND) Q ((( (33.5 +8.9)( 2 ) (2 ) (0.74 GPD/S.F.) = 125.5 GAUDAY A Fill DISTRIBUTION BOX CB/DH (FND) C) 7" 67.72' PROPOSED 500 GAL. H-20 LEACHING CHAMBER PROPOSED 3-500 GALLON H-20 APPROXIMATE LOCATION 0 m BOTTOM CAPACITY 0 CHAMBER COVER LEACHING CHAMBERS OF GAS LINE \ � ' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY CHAMBER FRAME AND COVER TO GRADE Q (33.5 x 8.9) (0.74 GPD/S.F.) = 220.6 GAL/DAY B Loamy d 10 Yr 5/6 MAP 192 MAP 192 s_ aQ (5-10%Gravel) PARCEL 224 PARCEL 225 I TOTALS: 38" 65.13' REV. DATE BY APP'D. DESCRIPTION 0 D- ----- I TOTAL NUMBER OF CHAMBERS 3 PROPOSED SEPTIC SYSTEM UPGRADE 3 TOTAL LEACHING AREA 467.8 SQ.FT. PREPARED FOR: TOTAL LEACHING CAPACITY 346.1 GAL./DAY CAPEWIDE ENTERPRISES 0 Medium Sand U.P. 134719 C 2.5Y 6/6 LOCATED AT (<5% Gravel) 119 PATRIOT WAY CENTERVILLE, MA 02632 SWING-TIES - - 144" 56.30' DESCRIPTION HC 1 HC 2 SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 20, 2007 No Mottling, Standing or Weeping Observed 0 10 20 40 80 FEET �1N OF 44,,4 LEACHING CORNER(1) 26.1' 21.4' � cis PREPARED BY: LEACHING CORNER(2) 33.4' 29.9' RESERVED FOR BOARD OF HEALTH USE cNu R JC ENGINEERING, INC. AL 2854 CRANBERRY HIGHWAY LEACHING CORNER(3) 33.4 50.2y LEACHING CORNER(4) 26.1' 45.6' EAST WAREHAM, MA 02538 SITE PLAN IFDISTRIBUTION BOX 5 � 508.273.0377 S ( ) 20.9' 37.9' SCALE: 1"-20' Drawn By: BSM Designed By:MCP Checked By:JLC JOB No.1313