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HomeMy WebLinkAbout0240 GREAT MARSH ROAD - Health 240 GREAT MARSH RD. , CENTERVILLI j A= . 210-073 t I o No. 42101/3 ORA p ESSEVrE 10% ® o 0 0 rta-s tay! 6ot ► i n kXi Srk,�cx CR �ZP�J12 d'i o� �2 a�gJ ✓lL? n S)-)V C h J� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplication for Misposal *pBtrm (Construction Vermit Application for Permit to Construct( ) Repair( ) Upgrade(Abandon Complete System ❑Individual Components Location Addr ss or t No. d�j? � 1� Owner'sr�e,Address,and Tel. o. �' -:qq �/dam Assessor's Map/Parcel ' Z/� --29 7T 4 Installer's Name, ddress,an Tel.No. _f4l�77f%Zf�Z� Designer's Name Addr ss,and Tel.No. �� 77s�/ Type of Building: ��" Dwelling No.of Bedrooms L' Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided JOY26 gpd Plan Date 6-- Number of sheets Z. Revision Date /69 Title J Size of Septic Tank lJ d j j!5_ J t/ 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 Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for.the following reasons . Permit No. Date Issued d , No. i 72gyp Fee /DO I -! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y PUBLIC HEALTH DIVISION'- TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for Ois oral Opstent Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade(c/�/Abandon( ) ❑Complete System ❑Individual Components Location Address or�Lot �No. Owner's Name,Address,and Tel.No. ,,'p4- Assessor's 1�/Paarrcel 1�, �� J�� � � L Installer's Name,Address,an Tel.No. s'O 77r'Z$Z)/ Designer's Name,Address,and Tel.No. Type of Building: , Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Person Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided'/ gpd Plan Date Number of sheets 2 ' Revision Date Title Size of Septic Tank /S, Lf /' Al Type of S.A.S. , "/t n Description of Soil � �� � �(� � � , � �� -1+� 4 �IJ 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 Certificate of Compliance.has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 1 01 /,, s(�„ Date Issued -� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS j (Eeftifitate of (fompCiance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by K— at has been constructed in accordance with the provisions of Title 5 and the/for Disposal System Construction Permit No. a I cl- &ated Installer�/ � J r�✓��/ Designer #bedrooms L/ Approved design flow lily//) gpd The issuance of this permit shall not be construed as a guarantee that the system will functio des, ned. Date Inspector J - - ---------------------------------------------------------------------------------------------------------------------------- No. //_ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposat 6pstetn ConstrUth permit X. ermission is hereby granted to Construct( ) Repair( ) Upgrade(� Abandon located at /���.,./�/ 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 be completed within three years of the date of this permit. Date Approved by ! :., " vw o Bwrit :ta;ble soar►» r �•� Regtxlator heir ices pniwsr :'r1 Rtehai ti',,,Scd'}i,,It)tf? 11n J)it",e.�ic�,t 1 v tins. $ Health Divisi0 i `��o,�A�t� 'I"ho tti Qs.l�Ze:Itiean,.Direcfibr <� 200 Nihin Street;Uyannis;'1MA 02601 Office: 508-9tP,4.&t4 TIUI 30S=7r10-0364 i Instatter&D:esiner Certiffeutlori Form Date. E -_ SeS�age Permit# Z��� Assessge' MfPN?arcel Si b"0 ilex: 3?esig �''c-�.�.. '�'�C C�h•-}e-C �'�� . �-�2.s�. .�z4.e�,r->�,�_��t �,� �.. 1}�C; InSt•�l.te�•: t ���., . Fdd'ress; J 2 tGs IdAddre CO ss t2ri 1� MA —� 4 latel ° �z. :,e' ,Vva insutil a /1 1 knatatl�>r7 septic system at 2' G 6'esn h MG✓s ��t6-�_ba'si d on�a lusiytj iira.W n ti} (addicss} 7 t dated. ? (designer) Icerl7fy illat'tlie septie system refereced;ilbtive'�vas msttled sub andlly�Zccotdti>,g ` design;wiliell: ,bay include minor approved changes sucli.as Later-al r,rloca iiatl of"rt e distribution box;and/or septic tank. .Stria Out(if'requiitd) �r,as,inspccted and the soifs were found satisfactory. MN I certify thdt the sept,C s sWill referenced abtnc was instttllcd ivlth 41)1130r 4haq�S tl�. yy I ,Ire,ti;r than l Q'`latu`ral ieielcatttict of the SAS of aid t;"er'lical re:locado.1) of an} t1j01v6ucnt of tht sephu system}buC itt'a�t i;rdatl4c Witfi1 StlLte � Lonat Recultations,>Plan ro��tslon c7tY t rrrtii:ied as-Multi try design r to ?ulfuNN. Stj n ottt(iFregw.M, 'I�ia5,in"s}�t`z Led and the Sol,l;tvre.fotndaatisf icto� r. - I colify that tile•systeni retercncccl obovt: cniis was,winituctcci in With'tite i 'ofii�ci',.A ripproval lettors,t'il'applreubl.z) ;? 1 �da staffeAg%14ufa nr6) sty}L tyCy 3s�ts�: _ (Designer.s Signature), ' (( t�iix U.estgiie - errj : I'I�Ea SC+,'RTTC,I2N TO B4•RNSTA'BLE PLfj3 :IC ]R'EA1TH DI �ISit)i�. ..CER'IikiCr O1� :CO IPLI�NCE '4'VZLL INQT BE. SSLIFI) UI`111:111iTTL..I3C)'III F'.HIS 2'f7Rt\ AND AS IiiIIL CARD ARL IF;CI<T�rt+: .RA. ''I'IIE BAR\ T, BT. ;p:CTI3I,I:< I1- ,AT,'I'I .DT TISION`. I�Ii �ll Y'UCi. . Q''w elirr +Jasi�ngr C:e"nfi�lion Fyrin i�ov S-t:4 13.di3 Er e"S note:7r s c0dilicatron is limited tc an za Srs;t+napo Hen nt,�s e comr�un nts ns rests Tier?prier to bac+cti,t.This and#near o d not sLpir+nsn annsirucupn c+Use,gotem Tie n✓ !i a ss vn es ra.pony{t'aGty..ur ot{tt�atgnult,..:ar.-nv.+sn,p,ea^�'tlrn, to.Spec rlrod Tadas wr;h propef c=mpgnao.+wA awi:tj .aer ..cr.crs ,�;m;ae t e tP>t;+ n:Mari, F •--� ��5�ws 11� ��� Sz Hwo�-- 0" l g to(o. Svc, A-• �, c U //?? TOWN OF BARNSTABLE ^ (� LOCATIO�qo yr e�T a S k (ZA SEWAGE# VILLAGE C tc�'(�rrn.U �Jf ASSESSOR'S MAP&LOT Z 0— 0 7 INSTALLER'S NAME&PHONE NO. CA (CA SL2AV<_, SEPTIC TANK CAPACITY 4-f A.) 4 LEACHING FACILITY:(type)APP ' S 5*t ay (size) NO.OF BEDROOMS w BUILDER OR OWNER `J O r 0 PERMIT DATE: d COMPLIANCE DATE: o— Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Yo 614J ILAI-fs 4 led J A as= �I 1� 6 r r , Bellaire, Dianna From: Bellaire, Dianna Sent: Thursday, September 26, 2019 3:24 PM To: aclarkcapecodseptic@gmail.com Cc: Bellaire, Dianna Subject: 240 Great Marsh Hi Amy; I was told by the Director,you need to pull a new permit. The plan doesn't show the changes to your system. The AS built card provided didn't have a bedroom count on it. He stated we need a new plan, permit for 4 bedrooms. If you have any questions, please contact Tom Mckean. Dianna Bellaire Permit Technician Town of Barnstable Health Division 200 Main Street Hyannis, MA 02601 P:508-862-4643 Fax:508-790-6304 Email:Dianna.Bellaire @town.barnstable.ma.us 1 Health Master Detail Page 1 of 1 {hA.ny - .• "T`L a �' ,.. - �, F ry , Logged In As: TOWN\health Health Master Detail Tuesday,July 16 2019 Application Center Parcel Lookup Selection Items Parcel f septic Perc T Well Fuel Tank Parcel: 210-073 Location: 240 GREAT MARSH ROAD, Centerville Owner: NORMAN, RICHARD H &CAROL A Business name: __ __ Business phone:1 _ Rental property: ❑ Deed restricted: ❑ Number of bedrooms : � _ . 0-� Contaminant released: ❑ Fuel storage tank permit: ❑ 1 Save Parcel Changes Return to Lookup Parcel Info Parcel ID: 210-073 Developer lot:LOT 19 Location:240 GREAT MARSH ROAD Primary frontage: 100 Secondary road: Secondary frontage: Village:Centerville Fire district:C-O-MM Town sewer exists at this address: No Road index:0627 r Interactive map:L "i Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info Owner: NORMAN, RICHARD H & CAROL A Co-Owner:CAROL A NORMAN Streetl:240 GREAT MARSH RD Street2: City:CENTERVILLE State:MA Zip: 02632 Country: Deed date:9/28/1966 Deed reference: 1347/935 Land Info Acres: 0.27 Use: Single Fam MDL-01 Zoning:RC Neighborhood: 0105 Topography:Level Road:Paved Utilities:Public Water,Gas,Septic Location: Construction Info Building No Year Built Gross Area Living Area Bedrooms Bathrooms 1 1966 3236 1664 14 Bedrooms2 Full-0 Half Buildings value:$156,400.00 Extra features: $33,700.00 Land value: $100,800.00 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=210073 7/16/2019 t No. C1 G I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftptitatiou for Misposal 6pstrin Construction 3permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.,7 5/0 OlFgf -gr-f 11/ IZ-1 Owner's Name,Address,and Tel.No.'5 0� 3 6'4 - Y4-2 3 W P Assessor's Map/Parcel 2ic, _ v 7_3� Installer's Name Address and Tel No. �a8 %?9" 2-a z Designer's Name,Address,and Tel.No.�aJ�y?y d��s c'd�s ��c Type of Building: Dwelling No.of Bedrooms Lot Size l�,�p�j sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '-1 3 ® gpd Design flow provided gpd Plan Date �r3�9 Number of sheets 2 Revision Date Title azo s,-CZ Size of Septic Tank /S'D ,o Type of S.A.S. Description of Soil / 4 se- _S-C,rt el �8 Nature of Repairs or Alterations(Answer when applicable) `lam ,rz� l p-l�ox 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. Signxd Date 167XA' ,Application Approved by Date Application Disapproved by Date for the following reasons Permit No. — Date Issued �:----___------------------- - - No. G l — LI I Fee I THE COMMO.NWEALTH�OF MASSACHUSETTS Entered in computer: ��_;� ,,, Yes PUBLIC HEALTH DIVISION - TOWN OF B7RNSTABLE, MASSACHUSETTS 01pplication for Disposal .pstetn (Construction 3offmit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addressor 7Lot No. ra,-YX Owner's Name,Address,and Tel.No. S off- -3 fy- y61 3 Assessor's Map/Parcel /6 - v Installer's Name,Address,and Tel.No. ,mod'/T�'�• 2 Designer's Name,Address,and Tel.Nos Q� y'7-S / _Ce.1-Yii9 C4 �asJ 9c���c �/ P,Flee'-"/p G✓O/cif Type of Building: Dwelling No.of Bedrooms '" Lot Size i/. ,�i�/y sq.ft. Garbage Grinder( ) Other Type of Building Y No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided gpd Plan Date/ �q Number of sheets Z Revision Date Title d�s6°gRF?/ !v e c )6EA7 �y¢/cr� /m.A01 Size of Septic Tank f 5'p a Type of S.A.S. Description of Soil i ,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 Certificate of Compliance has been issued by this Board of Health. S e Date ,,5, IS Application Approved by Date Application Disapproved by Date V. for the following reasons Permit No. 6 f L Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(t Upgraded( ) Abandoned( )by .at ?vim /i 1PT= � �� '�/ has been constructed in accordance with the provisions of Title 5 and the for Dispos��fg n_Zofs�Kt o Permit No. -� L/ dated (� " �' f Installer Designer #bedrooms Approved design-flow gpd The issuance of this permit shall no be construed as a guarantee that the system will fun• ion a igned. Date Inspector l a No. c?0(9 — / _ Fee r � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at i 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 be completed within three years of the date of this permit., — Date -���/ Approved by a 17 0- fable $ o� > z� IR--egtzatory Ser� ces Rrihar U. Scale, Iirter�m I),irector` c�nss 'Public aI;eaitl I�iv�`si'a?r� c6gq '�B� �°rFnrw'�ay Thy in s 1!'el ea-n D�reett r: r 2U01VIain StYegt,irJ[Y:?nnis, fti g Office:- 508 £62-4(r 4; r t Vie,;SAS,79t)( b t Installer Dec>gner+Cent-lfication,", tin', _ 9 l Permit# v09 �Y/ Assessat's,tlap\ arcel 210' Q l)esitler L ��er- �� �t l+t� , Installer: t �.` F �. w. c Address: 1`.Z f~w Ad re �.. i!�Cl�✓� S fi s �r4" ! •% `,J Z�,l/ � 7.:h/yr-L rJ��'1 1 ( e 73� . . assueia;prm tosa a.On I-r W4,� c t (bate). msta�Ierj Sept e.'syste>ri4at q-r-2o,- <,Mq ra f based°on a desi it drawn"by" ,taddress) _ �.: . . . . X7 :Irtl cs✓-1(s �`E ; datedr (desigzler) _ ,Ycc rt y that:the se`piu systern referenced,a'b'e was installed subst��n-Bally acco ding to the design uh>cl}may In }tde rnlnoi alaprotied.cljarges.sueh'as lateral relocatlori cif tlie, l distribution "box ar%elloz septic t� l . Stl'ip .out (i,f r+qui%ed) ��,fa,'s rrispectecl and 6' sods . t wel eFoundsatlsfactp>yr. i certify that:the stl tin �y ten7 ec ncet abO%T ���s t� stallcd «rtb:l2a�or Zap tug�ti (i is.. gleate:i than hr�' lateral keaueattun .f tlfu SAS or a;ny �ertical rel`u�atrorS;ul�3n} compoticnt �' of the t,eptl� system}but tn.accor dan�a�trith State 8t I oval-Rcgtitlat>on:s Plan r eyisi'on;x)r ' cc rti'fied as 1%utlt lay clesignet to f©lla��. Stipp out:(ri rc gitrrrd7 gas inspeetecl aid thq:soils were to , Izcel t fy that'tl�e systcrn referencett abaw.c;Was;eonsteuc ed approval'letteis(fappIicable) ;ty :p�T,tcR?• m - r NA EE' tape"r's. �gna, CNt4 ;ND,3g109 , ^(be$tgner s S.ignatu.re) (pAlfx Desr;ne '. PLR SlS RE7[URN` T0.8ARNSTA-9.L Plvl 1 C,aXtt I I)i TISIUN Ct✓R7Ii~.ICA.II ' .: OF C:O t�IFLI4NC �'�'ILL \UT J3E.ISS,LED UNTIL BOTiI I F41S FO>EtiVE:':AND 1S- i BUILT CARD ARL R�EC:IE I�'EI3.B 'TIIF BAK�IST, BI�Is" 'CJBLI.0 .I.3EtlLTII. DI�ISI'U :. �osrgnct C er4'ficati'on Fist ii.e 8="14 t dot Engineers note T.r s certtGcauon,7s timile to,ar as bt:lt inspectionof system components as.,rastal{e prior to.bac(tfilf'Th"o y engineei d,d not supe vtse consiructioi9 of he„sysrem The�r,�fler as nines"responsibi;Gty for aNmaternals,workmanship;tiackfilting lospeciffed grad@s`wrsh proper cernpackbn a:rd;setting r sers•coveesr:as shotivn,on the design plan,; — i . /+ TTOWNNIOFB ARNSTABLE C� •LOCATION �-Y 6 G�E� jq//-S SEWAGE VILLAGE(Q,n+e1--J ASSESSOR'S MAP&LOT= t& - L7-73 INSTALLER'S NAME&PHONE NO.G A P C C O(J �C^/ / C SEPTIC TANK CAPACITY ` 500 r 0 13 3 LEACHING FACILITY:(type) Jr� G��' 'N pr Y44,&e,5 NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: --7 `1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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, etland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 a o 01, 1. f �I l3 3 a. 3 L1 - Cf-I No. Fee �® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppricatiou for Migonl *potem Cow5trurtion 3permit Application for a Permit to Construct( )Repair( )Upgrade(t�)Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. G--7,10re; Owner's Name,Address and Tel.No. Assessor's Map/Parcel 7 �(% / 0 / /-v/ ,/�f / s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 77/-9 Type of Building: Dwelling No.of Bedrooms ✓7 Lot Size sq.ft. Garbage Grinder(� Other Type of Building L' GP No. 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. 7-W fZ Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7-/,,t-/,e 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 issue by this and gf Signed _-� �� Date 7,18r<e-7 Application Approved by Date Application Disapproved for the ollowing reasons Permit No. 71 Date Issued e i ...•,,,, spa 1.. ;, �` No. ) Fee S THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes _ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ZIppYication for Xigpaal *pMem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( V)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. � �61roC C/� d/���l/ Owner's Name,Address and Tel.No. Assessor's Map/Parcel &17G p� ,f,.,rvi I/ rD//uC,r� nr$�r ® t G /+- Installer's Name,Address,and Tell o. Designer's Name,Address and Tel.No. e 77/-93 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. ,. G,azbage Grinder( G� Other Type of Building ee— 1 L/!�K No. of Persons �_ r �r-Showers( ) Cafeteria( ) Other Fixtures Design Flow 3319 gallons per day. Calculated daily flow ��� gallons. Plan Date Number of sheets Revision Date Title _ Size of Septic Tank Type of S.A.S. -7rl i'f7`�'Q'f©/ 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 issue by this azd f ', Signed � � Date 7/r/�T • q Application Approved by - Date Application Disapproved for the ollowing reasons + . ,x Permit No. Date Issued ——— ————— THE COMMONWEALTH OF MASSACHUSETTS ��_®73 BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CE TIFY, that the On-sit Sewage Disposal System Constructed( ) Repaired ( )Upgraded Abandoned'S )/b-yD/�O910�/ 4`Ja�`: at �`����2`��` O/S / GPI �/'l// E has been construe d i accordance with the provi ions of Ti e 5 d the or Disposal System Construction Permit No. •� dated Installer �G1�4�7Yj Designer The issuance of this permits all not be construed as a guarantee that the sys ill fu ction as. esigned. Date .�- al Inspector '81 ——————————————————————————————/—, ——�7—————— No.ZZ /v O/ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpool *pgtem Congtruction Permit Permission is hereby granted to onstruct( ))�e air )_U�grade( 4Aandon( ) System located at 7- 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 this permit. Date: 7 — Approved by r�b NOTICE: This Form o m Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLAT U hereby certify that the application for disposal works construction permit signed by me dated r���� concerning the property located at 2�� G 7 �ll����/� e! eY*Vj lkeets ail of the foil_owinLy criteria: I. here are no:vedands within 300 feet of-he or000sed septic system were are no pri��ate veils within 50 :eel oI the^r000sed septic system ' lR8 observed_aroUndwater tabie ;s i iCCI or?neater below tale bottom of he ieacaLly:aCaa ere s :io .ncr......,. :n iioty ..na-or change L"1 '__e •_roDOSed er_ .-r 70 Var'2,n4eS CL:St.'Q Jr ze Q. SIGNED : DATE: 71�` LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER (Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. ' n, q health folder art 4, rzyr Y A - •,c ..Y`�. a.,,i-�3+ i"�, m �k.: S } .�£. t= _km ; r pE�a7 41 + V4 l/^ O Z>4. 0 c j t 1 I � -o'.ty< a:.--.r{'"M1';a6§_{i,+��' s 3yx•�44 Ft s•.7 kl't".F,+=t�rx E'rr�„�-a t'.��'-,.°s' �,.�.r-..u.r.-:;:s:r.$�''S�•`ifS i�.id�',{'Y a 3,_-yq^<��"+F`+.�y.`Y`'a3Yu'.t-`- 'T�v.t-.+r.xtee�},,sy s y wK�:-.1ri.F.a,�'�s"!3�3„y�?�3-. k- WINON .Fs.��"io-.:._• .�, v'�,,y. ..., s:• r1 .,.3 sY ✓.a; 'k V �p., n k �, b•- 'k+,,�,.'gy,' �1 at,,�[}-#fr�Y�,�.1 w..{-�.{t "nt d ^FFry�� "-J.��3 ``„,i ., s "� r €i_ s. ,..�.„� vS�' ��4•, �,�rt'� d 7 s�4���'"�#`•� -.r� '� '�.i r �?�»er"�,."�.,x�`� :�' -per y.tr'�,^�r,����,�µ�„P�,�,t,� -`.��$ �t 3 rx �'.:'e �` v�..� R� ,-'i.•r�-,4`�t TOWN OF fBARNSTABLE LOCATION P/n/ SEWAGE # VILLAGE G�� i�`�//��� ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /S 00 6,( ('l LEACHING FACILITY: (type) -ry 410-g>/vrJ y J (size) /O ,X 3a'X? NO.OF BEDROOMSN�1 BUILDER OR �uG� I».4 a PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 as, ,6 as 3y- SYS Ua Cv 3 Z �Y A- AAS �om �3I k LiON No No 0 ME M NEON 0 0 MEN No ON NONE ONE 1= MEMMENEME No M mom M No MEN M No mom MEMEMME ME mom MINIMUM 0 No mom 0 ME NEON ME MENNEN 0 ■sEM 0 mom No IB w� �iENE ON MEMNON ME=■ _■ � `- ■ it mom �� N MEN mom mommo OMNI EMME mom MENNEN NEON NEON No MOMMMOMEMEM MEMI ■■ai ME No �� � i ii ■■_ IBC OMNI 11. l a , P x � • A1Or . 77 -Lrr a - f 5' , ' r ,` .' ' i •i .. �. 'iv � � Y � �.. M �§ 1 ` .4 r .` _ 4,, � ,. q ' .. c ,.. .. .. - ::. - . { a .. i 1 � : y, a �` � .. �.. i - ——64—— EXISTING CONTOUR N (� Wequaquet x 60.98 EXISTING SPOT GRADE ® \�� b7ke —yy EXISTIIG'WATER SVC. —&..H.W— OVERHEAD WIRES 'i� �D TEST PIT hr _ r eod eWe oar 2 Q\el BENCHMARK o Ne o c PARTIAL STRIPOUT 3 ve of �a SEE NOTE 11 LEGEND chain link fence S 76'16'S0" E t Great Marsh Rd 10 2.6 8 x 100.00 LOCUS s 0-- _— O 1�x 104,46 � Route 28 P EXISTING S.A.S. �cJ•� 04 TO BE ABANDONED r` � NOT LOCUS SCALE MAP / x 105.17 edge' GENERAL NOTES: EXISTING SEPTIC TANK 0 A. TOP OF TANK, EL. 104.45f o ` �1 '' 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL / ` �t14 �W 103,21 BOARD OF HEALTH AND THE DESIGN ENGINEER. INV.(OUT)=103.20f 0519 ` ..i..' . :... ; ..,'� TP�2 1--1(�� _ 106, 2 f N y 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �® " l OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE BENCHMARK 106.14 0 0 x I \ LOCAL RULES AND REGULATIONS. bulkheod corner p 106,28' i ,103.95 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR EL.=106.54 BM N l TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE W 104.80 106, 4 x DESIGN ENGINEER. 6,11 bh 10&48 3 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING O x o FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN N `t ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. ^V EXISTING GARAGE I c� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF N N THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Z / HOUSE(#240) I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 104.93 T.O.F.=106.54t m 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. / 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. ��5 106.05 104.11 ° ! 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 1 6,82 x o AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 106,34 shrubs shrubs o I DIRECTED BY THE APPROVING AUTHORITIES. x 106.11 105.54 " 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �06�-- 0,' - THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. i LOT �7 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 11,800±S.F. ' , REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). -F- 105,89 03,67 I k� ! 12 IN AS EDQBIRI DESISGNIPO GINOEERUPR ORABTO ACKER MATERIALS SHALL BE �,.f.:. LAMP , ` 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 0 100.00' 0 ��`� Of MAssq 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC W P j y�� ctiG SYSTEM COMPONENTS NOT SHOWN ON THE PLAN S 76'16 50 E ; o PETER T. s 102,12 M VILEE PARCEL ID: 21 ®-®�� 102,86 edge of 101,90 Pavement 101,39 ® No. 35109 catch,basin , � � PROPOSED SEPTIC SYSTEM UPGRADE PLAN GREAT MARSH ROAD 101.33 �E ` 240 GREAT MARSH ROAD, CENTERVILLE, MA 13 \ l Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 r N F R OR Engineering by: SCALE DRAWN JOB. OW NER ER O 1"-20' P.T.M. 170 19 NORMAN, RICHARD H & CAROL J Engineering Works, Inc. ' 240 GREAT MARSH ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 (508) 477-5313 5/13/19 P.T.M. 1 Of 2 NOTE: TO PR-EVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=103.00 I' FOR A DISTANCE OF 15' FROM THE EDGE SEPTIC TANK PROPOSED D—BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. EXISTING OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=106.54t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT HOUSE(#240) F.G. EL.=106.4f F.G. EL.=106.0t F.G. EL.=106.0t F.G. EL.=105.0t GARAGE ff MAINTAIN 2% SLOPE OVER S.A.S. back of house a , L 11' L = 5' bh O S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" 4"SCH40 PVC 4"SCH40 PVC , AMU 6„ DOUBLE WASHED STONE tK io„ as $ as (OR APPROVED FILTER FABRIC) 11 14" s" 2' EFF. aaeaaaa EXISTING 48" LIQUID aaaeaBa ,� `` W DEPTH —3/4" TO 1-1/2" DOUBLE I` �O WASHED STONE LEVEL ADD 4' 4.8' 4' N / GAS BAFFLE INV.=102.77 PROPOSED INV.=102.60 EFFECTIVE WIDTH = 12.8' cv/ INV.=103.20t D—BOX OR / EXISTING INV.=102.50 SA. EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS / SURROUNDED WITH STONE AS SHOWN �ZS'��� / NOTES: H-10 RATED �y 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=103.3t SEPTIC LAYOUT INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=103.00 INV. ELEV.=102.50 aaaam 2) D-BOX SHALL BE SET LEVEL AND TRUE TO Baaaaaaaaaa GRADE ON A MECHANICALLY COMPACTED SIX i9WOMEN GRADE INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=100.50 310 CMR 15.221(2). ��EFFECTIVE 2 x 8.5' = 17.0' 4'3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING LENGTH = 25.0' PERVIOUS MATERIAL ®®®® 0 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION ®®®®®® ® ®®®Ea33" NO G.W., EL=94.9 4 w ®®®®®® ® ® ®®® SEPTIC SYSTEM PROFILE N Z ®�»®®® ® ®®®® N.T.S. 102" DESIGN CRITERIA SOIL LOG 4" KNOCKOUT DATE: APRIL 29, 2019 (REF#TPT-19-5) 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER MCENTEE PE SOIL TEXTURAL CLASS: CLASS I WITNESS: DAVID STANTON R.S. HEALTH AGENT 4" KNOCKOUT 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN ELEv. TP- 1 DEPTH ELEV. TP-2 DEPTH DAILY FLOW: 330 G.P.D. 106.1 A 0„ 105.9 A 0" 0 DESIGN FLOW: 330 G.P.D. LOAMY /2D LOAMY /2D 4" KNOCKOUT 105.6 6" 105.4 g" GARBAGE GRINDER: NO—not allowed with design B B SAN LEACHING AREA REQUIRED: (330) = 445.9 S.F. LOAMY 0YR 5/4D LOAMY 5/4D 500 GALLON CAPACITY, H-10 LOADING 74 103.6 C 30" 103.6 C 28" EXISTING SEPTIC TANK: 1500 GALLON CAPACITY PERC CHAMBERS 30"/48" PROPOSED D—BOX: 1 INLET, 3 OUTLETS, H-10 RATED, N.T.S. USE 2-500 GALLON LEACHING CHAMBERS IN SERIES COARSE SAND COARSE SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 2.5Y 6/4 2.5Y 6/ SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 10% GRAVEL 10% GRAVEL 240 GREAT MARSH ROAD, CENTERVILLE, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 S.F. 95.1 132" 94.9 1 1132" Engineering Works, Inc. N.T.S. P.T.M. 170-19 PERC RATE: <2 MIN/IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED 5 1 (508) 477-5313 3I19 P.T.M. 2 of 2 r• m z O � z = 0 0 z U,No o 2 Z mO ((p �Cj m W o 0 cD Z 0 O m PO ZCO 8 stockade fe m.ZD3 �x CDmD Z W CD W ODO� D X + x0 N Q 0 :3 CD CD x y �D o to ry 00 O o- y J O � o OOn� 9` / : /x :o a Ul x I� y / (b( ul 0) O o O) N) C) 0`3 �{ N J r�,^J cD • � �. /• � rn C)\``�` ' p t C>x 20' _ 1 CD GN U 1 CDCCD ' '/ O / CIDm x o � s.: OD O / / W shrubsIx- / CD n 4 x 120.00' N n® _ stoc ade fence 0 �p•��4 " W o WQ W W C)" Z � �D N mPO 5 U1 �O Z m MM ;;U <m COW10 K, 0 F� � � N DVfio n � O -0 C;)o M;Dr F� 6--A 9d (A OD � . `\la �O m a 0 r C- -U 1 N Ill; cc) o NAA �TT i v O CD 2' a O O il N O c0 Co J 0) Cn o N ^ T -(- ODD 2� D M > O-i� r0D COD I O A (n Q v Cf) z-i ZD mz`L n2� �G�r = D mS= r Z�1Z mOS O Tlr Or (p i w /1 �2 OS = O �r m Dmm GAO < V)_m c� Dr fTl00 �• .. y��7 /Qn �m �� �D �_� t/)m2 OmD ; x �00 m ZOO OzC, r=: a(Q p N v, mm n� Omm SOD M M D N OZ(m/1 m mS0 zmTE �Umo pD m m m m Z O '-( m C�r O < A Z m m .Z7 N G� zD mm D� CD C� m C O-6 > oU Zn� r-�i� �C) > Q Z N m X x x FA o `' O 0 00Z U)Z 00 �m0 SOW �O � �Dz O Wm_i 0-m mDD =m � m 0 � .v a Q 0 y �m O- WC ADC Oz ZO Z r nm Z rri O Z0 Nmz m0 Z = r=� Z Z Z _ a ,r/^� -OA �O �� =W� ? --i m O < ADZ W Ocnz m o D O D� Q D D 0 0 0 �j fyJ 0 m-i Z (7mm O= =COD -0 0;0 �_� ZmjD-0 zZ� �0 Z M O U! n 0 co m /�� mc� Cm,'0 �G� rZ� �m m-<m m Z D mom z O<D =� D U) O a ♦ / �0 OW C)� zDip rN ��O cri> O ��� m C-)Z: DD m0� Zcn m m O O ry� m -4 -i 0 M � aJC Z� N=Z m �Q 00 m 20 O �rnC m� CAD Om O C (D n T OA mN m0 DDT z� ��7;7 0 �z� O Im� A� �m(n =� .. m v J.. �m DD �C ��(Dj OV) ZDO = CO mmz COm 0G�I -�zi� mZ m > '!n^ a m� G�ZO z C-)z10 D (�Z; Dm OD= D m iuI ® Cf)SD mm m0 Dm0 �F Oz -i �-i-� Z m r� ZrD o� 0 �7 O V)0;U D N O O(/l (n r C N O '^ •• mx �C �MN O� �0� O NOZ� ZDp -<= 0r C)---I O Z Cn V/ p Z CD m(A -D(I�= C S Z C - Z V) 0 r D O O z Willow Run Dr (�Ji 0 N r Z7m mZ m -D z n OHO 00o 0 0r- =r m0 W n O Y 0m �m �V1 (7 r Om Z7�7� O C=-i0 z z z mr z mm C 1 �_- N Zm �� OC m0r .� ADO m D �J�U) m TWO Z �m z U1 D _ (� 0o �A r0 AD ODm �m �Dz S m :z 63 O C�)O WO� r-� Z� \m II ® mD m� OW �� �c� �= m Cr) rzm D MM >W m� m� Zr Gl N m I z W z O m0 D _0 m 0 W pm < i �O Q m �I \ (n r�r W i W W< O r O 0 C O� O < O o Z ® D� �K nD WOm V) �r 0 < �O� - OCo D-I 0 �n N m' hiauo� (0 ZC < �� OmD py DC7 m F) -iD mn mD z_ -1C S oket v m z m� ,ix W, �C) Wm O m �r--I O i m a) O� �_1 O W C = _� ao O �D �0C xO 0m 0 --Oio�m Oz DF z n Q O m o < � W z =N Om r( <O = D� A y0 x o r m O = tJ(?C OO m0 D OOD m� =o �C m m� t s Ra \\�\ m C r m z U) D U D W< �M � m D- mm 0 � �� � Zoo Om Dm O D 0 m m N f` D Y m W N z W Om z O = m--1 r ? p v m mW o a \\ \ O z m 0m o ° z z F o y 1 \�� Z 0) Z C7 O O N No �o w NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=103.00 FOR A DISTANCE OF 15' FROM THE EDGE OF THE PROPOSED S.A.S. SEPTIC TANK PROPOSED D-BOX INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND EXISTING T.O.F.=106.54t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT OUSE(#240 F.G. EL.=106.Ot F.G. EL.=106.Of ) F.G. EL.=106.4f F.G. EL.=105.0t GA RAG � MAINTAIN 2% SLOPE OVER S.A.S. bh _ _ 1 ® S=1%1(MIN.) @ S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" q7 4"SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE p' 00 1 6 _ as $ a6 (OR APPROVED FILTER FABRIC) 1 D1 1o"I 144 e' 2' EFF. aaaaaaa ? EXISTING 48" uoulD DEPTH Baaaaaa ---3/4" To 1-1/2" DOUBLE ��`9.6;c,� ro 4 8' 4' WASHED STONE / '�j� LEVELG�ADD } INV.=102.85 PROPOSED INV.=102.68 4' EFFECTIVE WIDTH = 12.8' J INV.=103.20t � a,BA IFF LE�� EXISTING INV.=102.50 -500 GALLON LEACHING CHAMBERS EXISTING SEPTIC TANK SURROUNDED WITH STONE AS SHOWN J *Aft / H-10 RATED NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOREAKOU. ELEV.=103.00 SEPTIC LAYOUT INVERTS, PRIOR TO INSTALLATION. aaaB 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=102.50 eases aaaaaBaaaaa GRADE ON A MECHANICALLY COMPACTED SIX aaaaaaaaaaa BOTTOM INCH CRUSHED STONE BASE, AS SPECIFIED IN ELEV.=100.50 4' 8.5' 4' 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL VARIES-REFER TO SKETCH 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. ®®®® � ®®® I AS MANUFACTURED N T LED E, ZABEL OR EQUAL. NO G.W., EL=94.9 I EACHING SYSTEM SECTION ®®®®®® ® ® ®®® 33" Of WI ®E:11 Ea ®®®® N > ®L3-E3®®® ® ®®®® SEPTIC SYSTEM PROFILE Z N.T.S. 102" DESIGN CRITERIA SOIL LOG 4" KNOCKOUT DATE: APRIL 29, 2019 (REF#TPT-19-5) 20" DIA. COVER NUMBER OF BEDROOMS: 4 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE WITNESS: DAVID STANTON R.S. HEALTH AGENT SOIL TEXTURAL CLASS: CLASS 'I 4" KNOCKOUT / 4" KNOCKOUT 58" ELEv. TP— 1 DEPTH ELEV. TP—2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN �12.8�{ 106.1 A O„ 105.9 A 0" 0 DAILY FLOW: 440 GPD L—_—_ T LOAMY SAND LOAMY SAND DESIGN FLOW: 440 GPD in 1 I 10YR 4/2 105.4 10YR 4/2 6„ 4" KNOCKOUT PROP. S.A.S. 100 105.E 6 B GARBAGE GRINDER: NO-not allowed with design `2 I BOTT. AREA i cv LOAMY SAND LOAMY SAND L—I = 428.8 SF 1 1�1 10YR 5/4 10YR 5/4 500 GALLON CAPACITY, H-10 LOADING LEACHING AREA REQUIRED: (440 GPD) = 595.6 SF II------ 103.6 30" 103.6 28" .74 GPD/SF 1----29.8'—=1 OPERC C CHAMBERS EXISTING SEPTIC TANK: 1500 GALLON CAPACITY PERIMETER=92.6' 30"/48" N.T.S. PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-10 RATED SAS DIMENSIONS COARSE SAND COARSE SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SKETCH 2.5Y 6/4 2.5Y 6/4 USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 10% GRAVEL 10% GRAVEL 240 GREAT MARSH ROAD, CENTERVILLE, MA SURROUNDED BY 4' DOUBLE WASHED STONE-ALL SIDES Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 SIDEWALL AREA: 92.6'(PERIMETER LENGTH) x 2'(EFF. DEPTH) = 185.2 SF SCALE DRAWN JOB. NO. BOTTOM AREA: 428.8 SF(BOTTOM AREA) = 428.8 SF 94.9 132° Engineering by: 95.1 132" Engineering Works, Inc. N.T.S. P.T.M. 170-19 TOTAL AREA:.................................................................................... 614.0 SF PERC RATE: <2 MIN/IN. CHECKED SHEET NO. 12 West Crossfield Road, Forestdale, MA 02644 DATE DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD / NO GROUNDWATER ENCOUNTERED (508) 477-5313 5/13/19 P.T.M. 2 Of 2