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HomeMy WebLinkAbout0195 ROUTE 149 UNIT 7 - Health (8) s � 4Unit;8 *rvR s195 Route Marstons milli t� l u i� � e E, E 0 N i 03/28/03 08:48 $ 5085460350 LCR. INC P.03 I-888-450-OMNI .*�. (508)548-0343 Up! —(.APF.COL),MASS. =,}vh— AIANUI-AC1•UICING CAPE C01),MASS, P.O.ltnx 128 O)\/� r h'almoulh 7•ch ology Park-(Wnic Precn.lt 4l3 A,/vl F•abnnulh Highuny Ali i 520 Thomas B.Landers Road h'asr Pabuouth,MA 02536 IasVlrownenial Systrins,Inc. East hWhwulh,AIA 02336 1 tH�iItV YI,IP 69tt 1.11.Y1 i... ....... Y 7 J.. 1 i i ;i'. �= f;'i,jF llN4;f ftfeTF(.� - G1t -:..,1.....r..Ll..t.....l..t..l.r.rtua;;;,.:•, `?aL.19d.,1,r L••ti• F• rtf'•.r� sc•- r 6+F:;HtfiHliglrl6L•rfH±nlKsl�ai� 'mri?�611i(AJifR:r.bl ihi illiitj fiW rtm I Property owner: Bayside Building, Inc. Property Location, Unit 8, Herring Run, Route 149 Address: P.O. Box 95 1own: Marston Mills Property Phone: N/a City,state zip: Centerville, MA 02632 Alternate Phone: 508 771-1040 .................................._........................ _ .. a .,., ..,,.,,........,.,,":. . r ,-' 1 .:.1,t. . ::'r 5...": :::.....,'...... :"I',i: :lC'i: A M..{f 11 il" et,.•_••". iil;l?ii i. r t t+vAiO uro i, tr av art, r :h Y i '�.jjt rr :c:d f :•1:.}: t.. .,et ::rrsrc.ri,rrlr:w.Jq:rtc ,I..i.:Ol '9 t t t'v. ,.,Piltl(tM@I(.a (1.111(v.,l'.111'HiVd(1!{I[ilivFlrq, v..•:^"11 ..1:::.ii.i.e'.:•::^:•:^ i� .v.r..r.:r:^rrr:^:v:r-:a'ts:'dt:".1'.r ,� .i fC{: "v GLtAirn';7. :d::,,.e,..J.u:Gn:•ltvluixl,w.t.trlu�l..:i1 r.�t�4u.71t11� fit'}.elr�:l�Yc'v :..,,r•..'.,i.,,..,.:,.,.':,::r,,.:,IP�1unu.r....v.'.v.........�..,:�.:.fY.�,r:,::,�.1:,:.IJl. l.�,�i,...l�. .�1:..:::.:.::..:.... Start Date:............ Erid Date: 3/19/2.._._..._ —... ..................................... 3/19/2002 003 Terms: $350,00 Terms and Agreement for Standard and Preventative Maintenance OMNI Recirculating Sand Filter You are hereby authorized to render Standard and Preventative Maintenance for the OMNI 2000 Recirculating Sand Filler listed at the above address for the contract period of (1)Year(s). This agreement may be extended by the land owner for an additional agreed upon term by providing OMNI Environmental Systems, Inc. with 30 days written notice of intent to extend: OMNI Environmental Systesms, Inc, will provide the land owner with 30 days written notice of its then current pricing schedule should the land owner elect to extend this agreement. The agreement consists of all Standard and Preventative Maintenance listed in the Operators Manual. The OMNI 2000 Recirculating Sand Filter has a 3 year inanufacutres warranty against all defective components including ports and labor. This agreement includes semi-annul site visits and does not include costs occasioned by neglect, misuse and accident or consumables. This agreement does not Include travel costs for the Islands any locations not within a 20 mile radius of East Falmouth. In consideration of the services contained In this agrrement we agree to pay OMNI Environmental Systems, Inc. the sum of$$350.00 for the above maintenance agreement. payment is due 10 days from Invoice Date. This agreement Is not in effect until payment has been received by OMNI Environmental Systems, Inc. This agreement is not assignable by either party without the prior written consent of the other party and is neither non-cancellable and non-refundabl�e. Please Print Name 3 Autho a �infflfure_l Dat4 Land Owner's ignature Date 03/26/03 13: 18 a 5085480350 LCR, INC P.05 1-888-450-OMN1 (408) 348-0343 0F.&ICh7—CAPE.COO MASS. ?—--- tlANurA(7'UkINC Cdt'l(O/), nAg3,c. P'0.Box 128 y^(�T Y Falmouth Technology Pap-4- a cme[!recast 465 East Pidnimith/ilphuv47 �� N 1 5?0%'lromas dT.Inndere R.r�t7 Raw Fahnonih,MA 02536 fSITUIii11('/�tRS�➢SfelfilS, III C. PA'st Falmouth,MA 02S36 Acireernent ' ➢ tIl '.?➢P➢9 .,:-..:... .. wu�u -, .!:_..F,. ;.�u ..a'.:.:,::p'i::..:,� ..r, 1 r, (!(4;a? (i�::•=:i.:JC9!. !,1.11➢'?' ¢i.Y}➢,!..�.,}.....:::.....,._ ..... 1:,. 1 ... B Il,h i r• a a 1.>.h,.L:.::::::::c•::¢:<::::a,,., .;,+,�t,; ,:7a G 71,Iw➢„s,,,,�-1:.,..It a:e3::,,ar±is?+i; 111C41�����.........:...........�..,....�?�i�ili�h..;l�,.. i... ...i,.r l �.Lt.....�. i,.:a�. t . ,i.�� ;,�h,...........,,.��,,��t•�._............,:.��,�-.._.............,...... ... ..::......... . . .............. .:... Property Brian T. Dacey - Property Lot 18 - Unit 8 - Route 149 ' Ownor. Location: Address: P. O. Box 85 Town: Barnstable Property Phone: N /A city, Centerville, MA 02632 Alternate Phone: N/A State Zip :.,¢.� .r. ,, ,,9- -1.,. .),1 r ,i:...,q., :.Y ••-x:l�:r,rl^,aav¢r,„c,:,,nr':I, Y;'P'il+:r:':;tif;i2ffT.^.,i,;�;¢r..t.➢.,�,•(.,:�JF 'af . .„:�'r;.:,.,a:"r'•F'i --,,, �'�"�!i.t�4�Y�^S''rr.,.p,��yB}yY II''JJpp��'{ .._..._....,__.. )�' :�:,•",� ..:. ,.11.I C �L: �.dp"tk:, ,: r,v;i;r¢. ,... Start 03/19/02 End 03/19/03 Per $0.00 Total Cost-T - -- Date: Date: Incident f• Terms and Agreement for Effluent Testing OMNI Recirculating Sand Filter You are hereby authorized to render Effluent Testing for the OMNI Recirculating Sand Filter listed at the above address for the contract period of two years. This agreement maybe extended by the landowner for an additional agreed upon term by providing OMNI Environmental Systems, Inc. with 30 days written notice of intent to extend. OMNI will provide the landowner with notice of it's current pricing schedule should the landowner elect to extend this agreement. This agreement consists of bi-annual testing for: Total Suspended Solids (EPA 160.2), Total Nitrogen (EPA 350.1-351.4), Total Phosphorous (EPA 365.1)and Biochemical Oxygen Demand EPA(405,1). All testing shall be performed by a laboratory' 'certified by the Commonwealth of Massachusetts. OMNI Environmental Systems, Inc. shall provide the landowner and local approving authority with test results. In consideration of the services contained in this agreement we agree to pay OMNI Environmental Systems, Inc. the sum of$350.00 per incident. Payment is due 10 days from Invoice date. This agreement is not in effect until payment has been received by OMNI Environmental Systems, Inc. This agreement Is not assignable by either party without prior written consent of the other party and is neither non-cancelable nor non-refundable, Please Print Name 3 z��� Aulho Z e ate h' Land Owners Signature Date OMNI nv on ntol Systems,Inc. No. � 0 W Fee-, ,✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS 2pplication for ri9pogal 6p5tem Construction Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. P© n�u�c q5 Assessor's Ma /PazcelffS� �\Q, 7§; IP Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ,30 - cSyQ• 8 8 ate' /�ssv�-.��� ,��Xe. ,Toy-7?�-��ia ,8s� �.�.�/ �✓she. �6D�/s//ol� �� ?Ta2693 /0 y•t'�/��iv��e��.- �l�r%.1 moo. Type of Building: welli g� No.of Bedrooms Lot Size (o sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 234� gallons per day. Calculated daily flow 33� a gallons. Plan Date Ida?/.1-000 Number of sheets li, Revision Date 4, 5<�61 Title /o)- 111,y � �� ��e Sddsv�r.4e Size of Septic Tank /�1-00 6-A- A.)-5 Type of S.A.S. i RS7" Description of Soil SAT(/ �4MAK /a - 3f) " /3 /eTZ3-�_ Nature of Repairs or Alterations(Answer when applicable) )DESIGNING ENGINEER MUST SUPERV12r= !NM 1 nT!ON AND CERTIFY IN WRITING Date last inspected: THE SYSTEM WAS INSTALLED IN STRICT ACCORDANCE TO PLAN. 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 Till 5 of t e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue b lard of Health. - Signed Date ' c Application Approved by Date 0 Application Disapproved for L following reasons Permit No. Do G %yo Date Issued 3 ,�_ D — ---------------------- ------ TOWN OF BA,rRRNNSTABLE LOCATION SEWAGE # ��o G� VII.LAGE� 7/"SSESSOR'S MAP & LOT - INSTALLER'S NAME&PHONE NO. I U/LL/� � 10 SEPTIC TANK CAPACITY�.,��® feao ! 5AVD T�16 fib QS' LEACHING FACILITY: (type) �— ~ r �,6UC (size) y 5� NO. OF BEDROOMS BLTII.,DER OR 0 R ���� • PERMTTDATE: 3 2 2 COMPLIANCE DATE: �03 Separation Distance Between the: . Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility) Furnished by NEIL , t r r i 03/29/03 08:48 S 5085480350 LCR, INC P.02 1-868.460-OMNI (508)546-6424 OFFICE r'` >rr— P.O.Box 128 01 MANUFACTURING 465 East Falmouth Highway Falmouth Technology Perk East Falmouth,MA 02536 Erjvlro1!pne-111.n `,Vsterns,Inc. East Falmouth,MA 02536 March 26, 2003 Attn: Sam White Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: Route 149, Herring Run — Units 7-9 Dear Mr. White.: The OMNI Recirculating Sand Filter at the above referenced address has been installed in accordance with the engineers design plan. It is scheduled for testing as defined in the attached "Testing Program" and will be maintained as outlined in the attached "Maintenance Agreement". If.you have any further questions don't hesitate to contact this firm. Sincerely, at ew C. Costa Cc: John Bowes Q.E.P.Corlified Woetewamer nporalora Rnnirmlaling Sand Filters Manutaaturinp Tcaling 4 Malntononco -Flrietallalione Q �d � , w Fee '/i7� THIOMMONWEALTH OF MASSACHUSETTS w t Entered in computer: - d Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Oigpogaf *pgtem Congtruction Permit Application for a Permit to Construct(­" Repair( )~Upgrade}( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. /y� s«e . u11d��'S Cent ec %Y\ IV Pr oac;3a Assessor's Map/Parcel s 7 P ? —A Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel:No. '11e ' ,T 1/dO• - ��DuJ�%/osJ ,S TOE 77/-7yiD /(m Y� . owle- Type of.Building: ; r welli g No.of Bedrooms _ Lot Size q.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures I Design Flow 236 gallons per day. Calculated daily flow _530,a. 6 gallons. Plan Date //027/�2Ot>0 Number of sheets a-t Revision Date 6/5/�.yeid Title A/or T71AA/ �i O�aTe1 „mac,/T Size of Septic Tank /S00 6 AAJI Type of S.A.S. fA ST Description of Soil /1 - 14 IXWZ 6. lb #t 13 l/Te1a4-,!rAAJ, Nature of Repairs or Alterations(Answer when applicable) j �', s ���,�. , Date last inspected: Agreement: f 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- 900, cate of Compliance has been issue by�is "d�ardfealth. Signed Date °* Application Approved by c 01, Date -h Application Disapproved for Vie following reasons . Permit No. Z)y U 1 " %0 0 Date Issued 34.lf7.2 . --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ,F Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(�epaired ( )Upgraded( ) Abandoned( )by_L_ s�a��xre t'� �,J t/.4,,11&Z at �1//� -/,0— /`/��— �, ?VMS /)C,%IS has been construct d in accordance i with the provisions of Title 5 and the for Disposal System Construction Permit No. 9W - V 0o dated 3 ,�J7/U 2 Installer Designer s The issuance of this pe t shall not be construed as a guarantee that the system will' fu� to/ a neck. Date 3 2 b Inspector , ------------ ---------------- --.,--- No. )oo voo — -----Fee ay le)a, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogar *pgtem Congtruction Permit Permission is hereby granted to Construct(✓j�Repair( )Upgrade( )Abandon( System located at�A j 4- 8.1e 19rf &AX,' OAJS /Xi•/% 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 thip. rmit. i Date:7- Z 5--02. Approved by �' 9 TOWN OF BARNSTABLE ✓ LOCATION &VV/T X'7- Pf SEWAGE # �8e)l- 410 n V LAGE RA-017 //Wd- ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.1,!//c_L SEPTIC TANK CAPACITY/S'�0 — era G`�rJCAT�N o gt�n1� Tbe-f-F-,QY LEACHING FACILITY: (type) L T+P r,;-IUC (size) X 2,5 NO. OF BEDROOMS BUILDER OR OWNER / PERMITDATE: 3 2-5[d"-'L COMPLIANCE DATE: �3 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 � J p ,� d of = �-s y No.�� J ''_ {C1 r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer W.._ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppricatiou for Migoga[ *pgtem (fain truction Permit Application for a Permit to Construct(/Repair( )Upgrade( )Abandon( ) 2'60mplete System ❑Individual Components Location Address or Lot No. /rl a r 5 for)S M // Owners Name,Ad ress and Tel.No. y Assessor's Map/Parcel Rou fe /y9 ' t -rrasf 50�- 77/- 9/ Ham Newt „Z°a� y '7 9 Itn1f' 'S P.o,Box Hyannis . AlA Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Carl gavOSS4, Tr.50�' SyD'3y33 BSS JejlgAf =no. �SQ�-SYD-SSOS a 57 Palmer Ave Fa l mooA AA /(, y iYa�lar�v►e �e go les�a! �a/Main NA Tye o p ding: Dwellin No.of Bedrooms Lot Size // J`-6 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33o gallons per day. Calculated daily flow 3 70.Z 6 gallons. Plan Date /1-27 -2400 Number of sheets Revision Date IV1,20,01 Title Plan ProDose!d 4nuse * Scab sur— c e. SeWao ,- Xj '4� l 3y. .a► Size of Septic Tank 1506 Gallons Type of S.A.S. ioreSSura, �i gfrl�uftcn Description of Soil 0- 1a " A sandy Loam l a-w " B L 0 am y Sana(J 30- I3,2 " C Medictm SaAd Nature of Repairs or Alterations(Answer when applicable) Al t°Ly &P?S�r-U G�i c x G4p&t✓ER ItAiJS'C' Sl)�'E�'i`Jl;�t DESIGN I p CERTIFY IN ter►iN�w Date last inspected: INSTALLATIO14 AN �CEM t DIN STRICT Agreement: AC SYSTEM F ACCORDAN ° 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 m in operation until a Certifi- cate of Compliance has been iss d by this B d ea ,/ Signed Date /v ` 7- Application Approved by Date Application Disapproved for the following reasons of Permit No. !_iOJ / — L10) Date Issued ZD O THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETLTSIGNING ENGINEER MUST SUF1EnVI° E Certificate �- !� INSTALLATION AND CERTIFY IN WRITING �CLertif icate of Compliant0IE SYSTEM WAS INSTALLED IN STRICT THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constr&c e % Upgraded( ) Abandoned( )by at lJl6V�"j `�, Q l �40i V1..l It.c 1A has been constructed in acc rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. y Cdat Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector Ar It 0. THE COMMONWEALTH OF MASSACHUSETTS Ent ered'in.computer _' \.> Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ZIpprication for MigpogaL6p!5tPm Cottgtructiou Permit Application for a Permit to Construct(Repair( )Upgrade( )Abandon( ) LJ'Complete System El Individual Components ' x Location Address or Lot No. f� / /17q r S fOn S /1) I� Owner's Name,Address and Tel.No.ou y9 t t - 77/-,�9�9 p L G Ham"Lluna �e a l Y 7-ra s r9ssess'or's Map/Parcel A O'8 oX ova)y yan►1r s /h�} Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Oarl C1avos.54, ,r,-. 50-5v4-J933 ASS .1��Sryn, Tr7c , 50�- 5%o-F�BoS s 57 Pa/lner 11ve. Fa/mocr�k /nA lee 41- Fa//;IOy# /W Type of uilding: Dwellin No.of Bedrooms_y� Lot Size 11V, 56 Vsq. ft. Garbage Grinder( ) - Other- Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 6 gallons per day. Calculated daily flow 3.3Q. 6 gallons. Plan Date 14271,2066 Number of sheets Revision Date (�, 1V I-2 Do/ Title Tfr, 'Plan Prom-r -d 4nelie '� sub cur Fat e_ Seu�ac � _A sTpcc% Sv_�4--i Size of Septic Tank 15 G a/for►.S Type of S.A.S. Pr P S su r ta. Description of Soil 0' la 'r A s o nd y - Loom , 1a-30 " B Loamy ,Sand - 3D- /3� " hQedrum SGtnd Nature of Repairs or Alterations(Answer when applicable) rV e&) (On 51 rU cb o N 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 em in operation until a Certifi cate of Compliance has been is d by this B)azd. eal j� / 7 J/ 01 Signed Date App).cation Approved by Date - U Application Disapproved for the following reasons Permit No. —L 06 Date Issued 2-a O THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed )Repaired( )Upgraded( ) Abandoned( )by ,w at �T . I t-1 M. N,�} ✓� a b len c`o_-t&ucted in accordance .- with the provisions f ieg5 ands e for Disposal System Construction Permit N9 _ 'i ted�- —. Installer _e I i (-"" Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ---------------------- ---------------- - No. Fee l o J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNS TABLES MASSACHUSETTS Mi2;pogal *p! tem QEongtructiou Permit - Permission is hereby granted to Construct(yj Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal Svs m Con_s�ct 6ni f rt . a applicant recognizes.hi tidttt to x comply with Title 5-and the following'local•,provl�Wns�r sp cial conditions.. •,� .r gg , Provided: Cbnstructiorr mustnbe co withgrt three years of the date of this permit. F 1 Y4 : date: �( ' Approved by a r� Pubm Health DiASIOR Town of Barnstable PO Box 534 Hyannis, Massachusetts 02601 Fax(508)775-3344 Phone(508)790-6265 l i, � Id•eft: - I JJ a� , iL a � -IIr—.1II , b iw— W QIejff-EL''EVATIOAI:.. rt `O 1 .. ........ t I , — ol + C _ I � • ' a0e•429•e191 I ti4—w evlIn +• 1 Ct3ustom 0 i _ .QSt — `.•Nlw pl..o r[A.een o esigna ..� k. I I All t�9nt1 t,1 I T--+---=---_-- "�' iRONT. ELEVATION 'FIRST FLOOR PLAN I �I r ' • ___ t � :.._—_..._..I 10:0� ._.:. L:o` '-1�0"IrLMLL....' •:_ '0 OTeunL:GG7AG:oac"�'i s a, a 1-41 —r 1 '� A • r' � I - ,'�..1tY�H-ilHT'.-':- � ./.L�3CJ•�_..�._,.. i 600•478•6191 ®esigns .I Lepyr�pnl O unp of r 1 .' nne�.ee , f.trr�-+•..ov r•.'.Y _.-. __ -Ar�40YlOfd'Yl:_._.�.:�.+.:. �� .. 1 . f — - FOUNDAMON-PLAN .. " . yrertmm•ry oua.nE I.... ey OC-D.ur rer•n el mNr L emr.Any o Irl-Y penmen• r 1 I. �Kalr' rum 'o LRfT. .... '-cuvm.wdu.wa . ____ 1•.0.......�wee - ,. .. � -♦11f!T�i-RYWRi). '____ .. � 1 I � I'T : T r 506.4]B•6101 a , evlin ®usfom _ eslgns - — - .ogrl9nl Ol)11 10 Ml lynll �d._ ,.. . �. ..,f,..o•• .:¢OGF.. :FLAMWG.....-.. 2 --Tom_.......... • � rr•I min•.r ol•.I s.e l•yo•r.ey oco.n•I � e.ly.wnyein •N.Ir�r�iy , J v.• , I .. - .� .; C'vm. ®�: . 4 •AA+1,G ..Kiwi ,'..1..�•1 - - i t SET AGE SYSTEM & OMNI 2000 RECIF�`LTLA TING SAND FL TER PROFILE & DETAILS NOT -10 SCALE 4 ,� 3 _ 6 5 , • NOTE.y RISERS AND COVERS TO WITHIN 6" OF FINISH GRADE 6 PINE BARK MULCH OMNI 2G'ii: RE-CIRCULATING SAND FILTER 6� 2 MODUL '3'' REQUIRED FILTER FABRIC COVER i` (NO SUB`., ITUTION) AIRATION HOODS � FINISH GRAD y-60.3 � • (3) COVERS TO GRADE i! F.FL.=62.3 1.5" PRESSURIZED LINE ', , SEPTIC 3" PVC RETURN LINE EFFLUENT FILTER ;& TANK= 60.0 o„ :i0�0 TOP OF GAS BAFFLE -- RECIRC. R.S.F. Acme Precast Mrdel PL122 TANK= 60.0 � FINISH GLADE 57.5-58.5 ® �E ' 9 - I I ,►. =ll� I "711 LLB m. r �IITiI'- _ - .. I i 1 56.2 }, )DUL : E AC FLOW . ti .� 10 SPUTTER KEY MAP HOUSE � " 56.61 S L TE - - - wv. 56.5 - 14" 56.25 _ _'" S6.83 -1/2 PVC • • • • 55.95 LIQUID AC • a V •.� d 55.5 LEVEL lot .• , .. 24 HR. RES. _, . " PUMP ON _ d . :e t .' 3 .4" T 1-1 I".0RUSHEM'to • HIGH WA ; R. .ALARM e I. " ? 55.85 o W:ASHECP STOKE I - ' 1500 GALLON SEPTIC TANK ,. 41 , • _ - -SET LEVEL - _ 1000 GALLON OMNI 2000 • � i ;,_ �,.. •: t-- ,,� , ....53.5 I,``; 1t�Tl '. � j - EFFLUENT FILTER RECIRCULATION TANK OMNI 2000 PUMP CHAMBER; BorroM /;, r' ,- r,,. , �, By. Zoeller (NO SUBSTITUTION) .SGIL ,J l�i,� �N ,J 1.1 250` GAL.PUMP CHAMBER'.: N DESIGNED BY OTHERS �13Y-PASS ORIFACE , „ NOTE. TIMER AND E.. •,E.I��T COUNTER CHECK VALVE" SHOULD BE! ?D,'QTORED FROM 4�15' LONG, 1 �00" DIA. PVC LATERALS;... ,... . , , • CONTROL Pw,.,'.�L •; .. - ��:a EACH WITH FIVE 1 /4 . DIA. HOLES SPACED -- 56.40 3' 0 C ALONG PIPE INVERT. � 5s- DESIGN SPECIFICATIONS :A TWO TRENCHES: 32:5' LONG, 2.7' WIDE WITI-' D _.�;u,•! CRITERIA ,�,,•.. �. and Filter Media 24 min. depth <1� #200 sieve, 2mm' to 4mm size • S -'_- -_-'- 3 2' EFFECTIVE DEPTH. 8.1 ' APART �.�� Cu,Te ,� 4r NUMBER.' ':jF BEDROOMS S oa STOP ,. AVERAGE .DAILY FLOW _: 55 9Pd/Per person/per bedroom PERSONS PER BEDROOM 2 Wastewater stren th-BOID5 230 mg/liter/residential DAIJ;.Y FL IN/ I✓ER PERSON 55 w 59.2 �.� c, Re Ratio' . . . . 4: 1 SOIL E LUATOR S LOG P TOTAL C `LY' FLOW 330 VA ' 445.9 sq. ft: 330 al. @ 0.74 al. s f Re-Circulation Tank Sizes 150� of de gn flow (Use a 1000 gal. tank) LEACHINf AfRE,A REQUIRED l 9 9 / •) r Depth from Soil Soil Soil h0 �. w LEACHIN AfREA PROVIDED 457.1 sq. fl• soil Other I Q 5ss ; . ...- Q Sand Filter Loading Rate(Residential) Loa-ding Rate(gpd/sf)=1150/BOD5=5 gpd/sf 338.25 d' 446.3 0.74 Surface Hor. Texture Color Mott. Relative LEACH,IN'�' CIAPACITY PROVIDED 9 P• ' ( )( ) (Inches) (USDA) (Munsel) Factors 00 00 TPsss 3oo v- ry 0 60.3 �.�� `,� Sand Filter. Surface Area SA=Flow .gp_iVLoading Rate gpd/ft2 -- �, yFa,�sFo �• � AL.CULATIONS 56.0DEEP OBSERVATION HOLE #D-1 Q F 000 �' ' 330 gpd/5 •g�d�sf =..:.66 S.F. REQ. (59.3 S.F. PROVIDED) w -- �� �� o a / - BOTTOM .3 K' �+ 0 1�. A Sandy ( ! so q� Re-Circulation pump Size . . . [330 + (4i330)] x 103% = 1,650 gpd 2.7' x :6':: ' 0.74 = 129,87 �" - , w qc / g.p.d. 55.0 s5s'. � 68.75 gols.!60 min. cycle SIDEWAL 1 �" " o f, _ -30 B Loam �_�� o��, / Use Myers Model #ME40 or equal (65 gals. @ 12 TH) 140.8 Cf 2• x 0.74 - 208.38 g.p.d. 53.5 Sand o o - -.� SEE GENERAL NOTE #3 Sand Filter Setbacks .: . . . . . Some as I;tle V septic tank i P 338.25 g.p.d./O.,74 457.1 s.f. F o 55.7 GENERAL NOTES 30 -132 c M 54.7 56.7 ; r e 1 " " d. o ~�,� rn 1. ALL ELEVATIONS SHOWN ARF Sand f r 5 .z ASSUMED. I 60l - ~` TP D fi �' 45.0 5�.0 2. ALL PIPES IN THE SYSTEM PTO . E DEEP OBSERVATION HOLE C-2 ._ _ ss. a, CAST IRON OR SCHEDULE 40 '- 56 5 # PR .: 1500` GALLON SEPTIC TANK 3. REMOVE ALL UNSUITABLE MATE,,.. p ' 0"-7" A Sand Q oPo I h BENEATH THE INVERT ELEVA70,14#< Hogs Eo F 4�` r 55.9 y ONE MODULE PIPED BACK TO , Loam FOR A RADIUS OF 5 AS PER: 3 ,MR 15.255(5) \ \ SEPTIC TANK " " ¢ • 5s.� ' ' AND BACKFILL W/ CLEAN CO��R"„ 7 -30 B Loam C ` � TP c-2 _ '• OMNI. 2000 RE-CIRCULATION TANK GRANULAR MATERIAL. 54.0 Sand co 4. ALL BACKFILL SHALL BE CLEF , i N .. PUMP CHAMBER r.l �_V�, � �� oEcrr -f se.9 COARSE GRANULAR MATERIA1 F E_ 30:-144 C Med. 55.0 5s.o' 'ONE MODULE PIPED BACK TO Sand FROM DEBRIS & LARGE S1'0�'�rS. rN M RE-CIRCULATION TANK _ 5. CHRISTOPHER COSTA & Assoc. i f '��s�i OMNI 2000 RE-CIRCULATING erH i N.7DOUGUI'S44.5.q� ,/ MUST BE NOTIFIED �,, ,�P THEp _.F 56SAND FILTER 2 MODULES REQ.) SYSIE11 IS INSTALLED PRIOR TC � , . w `� 5 56.5 ( ;_. 'i"RCCLATIGN RAT E BACKFILLING FOR INSPECTION. --_ ` ' I - - . _ 17-1 v .:.4rr`, IC INUi , M ' e I 6. UNLESS OTHERWISE NOTED ALL r SYSTEM COMPONENTS SHALL - INSTALLED IN ACCORDANCE:..rdI' TAKEN BY: `s- - MASSACHUSETTS TITLE V SAI�:I T: F;Y - -_ TP c i - p, , T � ie �� DATE TESTED: 3/20/98 I SEWER CODE AND LOCAL ,.J l_Yr w WHICH MAY BE APPLICABLE WORKMAN-LIKE MANNER. { 0 7. THIS LOT IS NOT IN THE FLOC`;; PLAIN. i - -; - i 8. A GARBAGE GRINDER WILL NO.,'3Z »` „ INSTALLED ON THE SYSTEM. -� STALLERS NOTE TO INSTALL 9. NO CHANGES SHALL BE MADE.. O THIIS PLAN I WITHOUT PRIOR APPROVAL FRG~; CHR;ISTOPHER 7i I w tp1'� �+ YOU MUST BE AN OMNI ENVIRONMENTAL SYSTEMS COSTA & Assoc. dl >- CERTIFIED INSTALLER. YOU CAN BECOME CERTIFIED 10. DIG-SAFE SHALL BE NOTIFIED `'C R THE PROPER APPLICANT: BAYSIDE BUILDING CO. INC. � ' LOCATION OF EXISTING UTILIT!L':1 PRIOIR TO ANY OF AT THE TIME OF INSTALLATION. PLEASE CONTACT Exca,vaTLON. PROPOSED DWELLING LOCATION OMNI AT 1-888-450-OMNI FOR DETAILS 11. OMNI 2000 PRODUCTS AVAILAE' _E THFROUGH ?ma c CIOg CHRISTOPHER PROPOSED SEWAGE SYSTEM LOCATION OMNI ENVIRONMENTAL SYSTEMc AT 1--8'88-450-OMNI p COSTA 12. OMNI 2000 CONTROL PANEL T' BE LOCATED y � - No. 31305 INSIDE DWELLING IN. A VISIBLE 8't AUD)IBLE LOCATION. l .p�, o� - t:, T 9,I,b�s1 R N R �7 14. ONLY OMNI 2000 BIO FILTER ,OMPOtNEN S IjoT 1 V UNIT V N RD U� . 149}! . I- NO SUBSTITUTIONS REVISION O BARNSTABLE wRsToNs MILLS), MASSACF,USE� S w PLA!N yi EW - SCALE: AS . NOTED DATE: 10 1 02 SCALE: 1" 20' CERTIFIED PLOT PLAN & TOPOGRA?'H Y o LEGEND DRAWN BY: JAB CHECKED BY: C.C. JOB NO.: PROP. SPOT ELEV. = X60.5 l DONE BY. _ CHRISTOPHER COSTA: & assoc. EXIST. SPOT ELEV. = x56.04 The site is situated in Fiood'Zone .�SS DESIG.N' P.O. BOX 128 465 E. FALMOUTH yWY. PROP. CONTOUR _ ��"46 - EXIST. CONTOUR �,..--46 ASSESSORS MAP #78 LOT 18 No. DATE DESCRiPnON aY EAST FALMOUTH MASSACHUSETTS r t I - � 1 .r SEWAGE SYSTEM & OMNI 2 0 0 0 RE'CIR C I`,� �A TINLr SAND. FILYER PROFILE & DETAILS ' NOT TO , SCALE 6 5 4 3 2 NOTI_: RISERS AND COVERS TO WITHIN 6" IOF FINISH GRADE 1 1 \ 6" PINE BARK MULCH :: OMNI 2000 RE-CIRCULATING SAND FILTER 0) -2 .MODULES REQUIRED I l FILTER FABRIC COVER t ` .(NO SUBSTITUTION) _.. FINISH GRI.DE=60.3 AIRATION HOODS (3) COVERS TO GRADE =.F.FL62 .3 1.5 PRESSURIZED LINE . SEPTIC F 1{_T�. c 0 ll 3�► PVC RETURN LINE EFFLUX NIT , ; � �TANK= 60.0 I k. . GAS BAFFLE 60.0 TOP OF RECIRC. i el L122 i R.S.F., FINISH GRADE 57.5-58.5 I Acme Precast f, od P / TANI< 60.0 ' O �;� ASL.OP 2S , 9 . .: r - i �� I , - = - - - �aF t i ZI r. .S.F. F 56.2 1 t" ULE I.F y i' s O MD I�.FY MAP ti HO USE AC FLOW ;' - 3" PEASTONE „ , 56.61 • - - 10 - " SPLITTER 56.5 56.25 56.83 - .. .Q I INV. f �_.. - " PVC r `V . „ 4 0 ,��, 55.95 ,.: 3 ' AC . d LIQUID . .e , LEVEL. 55.5 e 4 u I77 I ry 24 HR. RES. r/ I, PUMP ON 1 I . l s :r 4 a HIGH WATEfZ �,_F.RM ' - . . 3 �4 a TQ 1-1/ '.CRUSHED, _ d I a I �5.85 WASHED STOPIE r 15G l GALLON SEPTIC TANK .�.. .. _ 1 � 1 _ �_._ a . 'LOW WA r _" ! I -uMP OFF _ 1 I - - - .._ _ '` .1 .--..a..,�„ __ fir.... . ,,..._.. _ .. �, .r--:• ..:ems:,C:� �- �-�' _ - ,... , ,. �_..-...la.__ ..__..11...._....I 1 - �._�,.'„•_ ,.,• _..._--._...". 4.'_,.C. _`1 .::... , -. `I I�' i'; ..._:I �i 1 - SET LEVEL K 1000 'GALLON OMNI 2000 3. n 1 t RECIRCULATION TANK 3.5 EFFLUENT FILTER :, -,i:, :Ir- :.,:. _ _-T ,,- •�' - • OMNI 2000 PIMP CHAMBLR BOTTOM - ,.: Y By. "Zoeller" (NO SUBSTITUTION) 1V „ � 250 GAL.PUMP CHAMBER •> y 5e.og DBSGND BY OTHERS BY-PASS ORIFACE ra �^ NOTE:TIMER AND EV:IN T COUNTER "CHECK VALVE" � I _., SHOULD BE M .,JITORED FROM 4/15 LONG,. 1 .00 DIA. PVC LATERALS _'2 r . , CONTROL PANE,- ►, 5 --- I -,. EACH WITH FIVE 1 /4 DIA. HOLES SPACED 56.40 3 O.C. ALONG PIPE INVERT. _-- 56- DESIGN SPECIFICATIONS ° TWO TRENCHES. 32.5 LONG 2.7 WIDE WITH DE:_11GN CRITERIA � � ' .:4.." ;. Sand Filter Media -24" min. de th <1l 200 sieve, 2mm to 4mm size 2 EFFECTIVE DEPTH. 8.1 APART w 54.7 .<...:.. CURB .,�, P # �o w stop. _ NUMBER Of BEDROOMS 3 AVERAGE DAILY FLOW . . . . 55 9pd/per person/per bedroom P =R BEDROOM 2 ERSONS .I Wastewater stren th-BOD5 . . . . 230 mg/liter/residential DAILY FLOV, PER PERSON 55 59.2 ' P , . �• �, :• Re-Circulation: Ratio 4: 1 TOTAL GAi Ye FLOW 330 Q :: .. SOIL ' EVALUATORS LOG 445.9 sq. ft. 330 al, ® 0.74 al. s.f. �y�,: : 5 �, Re-Circulation Tank Size 150% of de;si n flaw Use a 1000 gal. tank) LEACHING �,REA REQUIRED ( 9 9 / ) Q f b z g \ gDe th from Soil Soil Soil Soil Other Q� 55.9 h - LEACHIN.0 '-,REA PROVIDED 457.1 sq. ft. P -.; Sand Filter Loading Rate Residential Loading ate d sf =1150 BOD5=5 d sf Surface Hor. Texture color Mott. Relative O TP D- .o r �c g ( ) 9 R (gp / } / 9p / 338.25 d. 446.3 0.74 LEACHING .APACITY PROVIDED 9•p• ( )( )- (Inches) (USDA) (MunseQ Factors ryo 5as s d Loadin Rate d ft2 ,� yFo�s�o 6o.s�- ����� ' � Sand Filter Surface Area . SA=Flow g. / 9 9p / e sQ F o�soo / _` C/ I,C!J LATI ON S 56.0_ DEEP OBSERVATION HOLE #D-1 - 66 ,S.F. REQ. 69.3 S.F. PROVIDED 330 9Pd�. 9pd/sf ( ) x330) x 103% _ 1;,650 d BOTTOM .001-12 A Sandy , = 9oF Re-Circulction pump Size 330 + ( 9P 6 . 4 = 129.87 .d. Loom 2.7 x 5 x 0.7 9P 55.0 L a 68.�5 al../ r..;... .le - ---- _ - .._. _ , .; : .� �- 2 �� t3 Loam oFc� / Use Myers, Model #ME40 or equal (65 gals.. 12 Try) 140.8 If x Z x 0.74 = 208.3tLo.N.d. r 53.5 `: Sand r 'RA„L NOTE #3 9 -` : Sand Filter Setbacks . . Same as Title V septic tank o `�,� , 5s.7 •_ _i p 338.25 y.F.d./0:74 ,_ .;1.57.1 s.f. " ,/ o �.� 54.7 b6.7 � : GENERAL NOTES 30 -132 C Med. i ,P Sand r - 6 1. ALL ELEVATIONS SHOWN ARE m x 60�4.-____ TP D-� 1 w ASSUMED. _ 45.0 ----" \ 55. ss 2. ALL PIPES IN THE SYSTEM TO BE` .; DEEP OBSERVATION HOLE C-2 ell ` CAST IRON OR SCHEDULE. 40 P.V.C: 56.5 # H ROPosEo . o - 500 GALLON SEPTIC TANK 3. REMOVE ALL:UNSUITABLE MATERIAL. 0"-7" A Sandy OZP BENEATH THE INVERT ELEVATION. . Loam Q4`� Oi`� MODDULE PIPED BACK TO 55.9 ® �� .F -r FOR A RADIUS OF 5' AS PER 311�CMR 15.255(5) " TP C-2 sss ,�IC TANK _ AND BACKFILL W/ CLEAN COARSE 7 -30 B Loamy CC) �; v `.. �:I 20000 RE-CIRCULATION TANK GRANULAR MATERIAL. ' 54.0 Sand CHAMBER 4. ALL BACKFILL SHALL BE CLEAN COARSE GRANULAR MATERIAL FREE 30"-144" C Med. } F p + . 5s.o s5. FROM DEBRIS & LARGE STONES. ar a� Sand . 51 - i:E, MOQ�ULE PIPED BACK TO !5ss \E-C';RCGULATION TANK .` "' Ir `` � - 5. CHRISTOPHER COSTA &` Assoc. . : l .-, �`�. q'� - 1 N1_2000 RE-CIRCULATING MUST BE NOTIFIED WHEN THE .;a a9.DOUGLAS 44.5 +` 8 4CHNEIDER j - ,,. FILTER (2 MODULES REQ.) SYSTEM IS INSTALLED Pi�IOR TG f- 57.04 56.5 CIVIL PERCOLATION RATE = 5 MIN./INCH w 1 J BACKFILLING FOR INSPECTION. a'b ` ' '� " •` ,.,. DEPTH TO GROUNDWATER = NONE ENCOUNT ICED A�r 6. UNLESS OTHERWISE NOTED All �: , i,, , - r.� `� ^ '` { OBSERVATIONS BY: JERRY DUNNING O'NSYSTEM COMPONENTS SHALL Bca�1w �- INSTALLED IN ACCORDANCE WITH ' l ��„i TAKE" B 1. Qv. ,Bi�UCE MURPHY TP C 1 4 - MASSACHUSETTS TITLE V SANI T��R a / ��,7 DATE TESTED: 3/20/98 I , SEWER CODE AND LGCAL RULF_S A WHICH MAY BE APPLICABLE IN 171 WORKMAN-LIKE MANNER.rV " 7. THIS LOT IS NOT IN THE FLOOD ,PLAIN. m 8. A GARBAGE GRINDER WILL NOT HE p INSTALLED ON THE SYSTEM: W^ h NOTE TO INSTALLERS 9. N0 CHANGES SHALL BE MADE TO THIS PLAN - - ; WITHOUT PRIOR APPROVAL FRQty" CHRISTOPHER p7i i v� COSTA & Assoc. f bfp7 >- YOU MUST BE AN OMNI ENVIRONMENTAL. SYSTEMS Q 10. DIG-SAFE SHALL BE NOTIFIED•:,FOR THE PROPER I y-►, APPLICANT: BAYSIDE :BUILDING CO., INC. CERTIFIED INSTALLER. YOU CAN BECOVE CERTIFIED as i LOCATION OF EXISTING UTILITIEZ .PRIOR TO ANY -' .�!: �;of �qs ,. AT THE TIME OF INSTALLATION. PLEASE CONTACT EXCAVATION. III s9 PROPOSED DWELLING LOCATION , 00 OMNI AT 1-888-450-OMN1 FOR OETAIL'� f . H 11. OMNI 2000 PRODUCTS AVAILABLE THROUGH � ��, c �,, �'�,. ' OMNI ENVIRONMENTAL SYSTEMS :AT 1-888-450-OMN1 C. ,ISTOPHER PROPOSED SEWAGE SYSTEM LOCA2 10h' - 12. OMNI 2000 CONTROL PANEL TO BE LOCATED COSTA y �_ 00 INSIDE DWELLING IN A VISIBLE ,& AUDIBLE- LOCATION. N�o313050� � STD, LOT 18 UNIT 8 RO U ' 9 TE 1 14. ONLY OMNI 2000 B10-FILTER a COMPONENTS SUR`1� IV N 1•y NO SUBSTITUTIONS -11 REVISIONS, Q` - BARNSTABLE M�xsToxs M .LS , MASSACHUSET TS`' PLAN '' VIEW _ ( W � SCALE: AS NOTED DATE: 10 1 02 � LEG SCALE: 1"-= 20'- .,. r� .:__...._ / / END CERTIFIED PLOT PLAN �c' TOPOGRA� IHY DRAWN BY: JAB CHECKED BY: C.C. JOB NO.: i PROP. SPOT ELEV. _ X60.5 ,. DONE: BY.' EXIST. ' SPOT ELEV. CHRISTOPHER COSTA & assoc. x56.04 � _ w: PROP. CONTOUR = +'�/�'46 The site is situated in rood Zone "C S'S' DESIGN P.O. BOX 128 465 E. FALMOUTH HWY. EXIST. CONTOUR = - ---46 ASSESSORS MAP #78 LOT 18 rvo. DATE DES+,t,1F'DON BY, EAST FALMOUTH MASSACHUSETTS r