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HomeMy WebLinkAbout0040 RIVER ROAD - Health (2) 195. Unit 6 Route 149 Mlarstons Mills 'A =t078 <018Unit6 - UU— d.eMe 1;5'JI-'-1'I03/ptiHY51LL_UUlLllllYb pu.d41. "F .b/b. � 1-808-450-OMNI (308)$48-0343 ' 0,PTIOX- C-4Ph G(JA AMSS C..4Jili oOl),AldyS, I'•D,11rloF 128 ^'J'I Mf 1�fllR�ur11 hChlIVIOEv AV*-lF,ilticmr lhrtrt�rrl 46.1 Nag Ifnhnewill lilyhttgl+ c7p 7%fyhap A LapvOtm Xogd AreW abllrolh,414 h,?S3b OM�r IdMir 4.eal1%alai(jII A 0M pIl36 4rPVli'ai7manic'r! ,!lcilrrS,Inc,, ' qro - l �ll� 1'Pe'�rW Brian T. Dacey ProPariy 'Lot 18—Unit 6-- Route 149 OWhMr: Location: Aaaressi p, a. Box 95 Town; Darn6table Properly Phan®: N/A Oily, Centerville, MA 02632 Altamt6 Phone: N/A Slide Zip ;;A Inn, $tort 11115/02 End' 11/15,103 Per $0,00�Total Cost Dot", Dote: Inaldonl Terms and Agreemant for Effluent Tooting OMNI 2000 Recirculating Sand Filter You are hereby authorized to render Effluent Tosting for the OMNI 2000 Recirculating sand Filter Ilstsd at the above address for the contract pvrlpd of two years. This agreement maybe extended by the landowner for an additional agreed upon term by providing OMNI Environmental Systems,Ine,with 30 days written notice of intent to extend. OMNI will provide the landowner with notice of It's otirrent pricing schedule should the landowner elect to extend this agreemontr This agreement consists of bl-annual testing for:Total Suspended Solids(EPA 11313.2),Total Nitrogen (EPA 350.1-351.4), Total Phosphorous(EPA 355.1)and 131ochesnical Oxygen Demand t:PA(405.1). All testing shall be performed by a lahoratori certified by tyre Commonwealth of Massachusetts. OMNI Environrnental Systems, Inc,shall provide the landowner and local approving authority with test result$. v In consideration of Ole services contained in this agreolnent we agree to pay OMNI Environmental Systems,Inc.the cum of$360= per 10clOorit, Payment Is due 10 days from Invoice date, Thia, agreement Is not in effect until payment has been received by OMNI Environmehtel Systems, Inc. This agreement i6 not assignable by either party without prior written consent of the other party and Is neither non-oancelalole nor nonrefundable, /r?Al 7.Y t Please Print Name Au4forilred 1;IdFazure Da Land Owner s 61griature pate OMNI Envirarin?6 lal Systems,hoc. 03/26/03 13: 17 S 5085480350 LCR, INC P.504 1-989-450-OMNI � (508)548-0343 DTI%C:li• CA!'h.'C:011,MASS. AMNUI ACTU21NG—CAPF.Cph,AfRS:S. P.O.Box 128 OMNI �/f�j Fabttoulh 7salmoingy Park-(uAc4ne Preatsl OGS F,acl Falrnodlh Hlghwa), l.�►M �I 520 91t01ncts B.1.0mir.rs 1(ond Last Ftrl►nouth,MA 02536 EnvirO'iimenfi_1.ysiems, Inc.. East k'almorilh,MA 02536 .. V',' -'-:,:'• f r:m:.' „,„not:': 'f: ,:... ....\ : ,,,•;;.';:.'. i�ir' :.:i'� ',:br.:i:';� f:�.' ,J..t s, ''-ii:a'i°� - ltut>tJ..G1C1a,1mf:I�Llliitl.hl„�,,�..,...ltu{tt�,.,,,i���......,, •, •,�:.)<.1-:.h.t.l,. ,.,., ,a,,. .,.�,,.... ..�,1.. ;,,;: ,;i.,: ...t,t.u,�,.>,t,,t.l;'�.,ru. ,.n;:,f�:,-- :c.t:,..... P rt1/ Brian T. Dace Property fo0 PfO e P y Lot 18 Unit 7— Route 149 Owner; y Location: Address: P. 0, Box 95 Town: Barnstable Property Phone: N/A city, Centerville, MA 02632 Alternate Phone: N/A State Zip .,........._.... _. t� :. 1 P f I f fl ._.J y.�....... •1"'::9I141'.'ill , :f:N`.!:_!::;'.....:....: : .+.!: US, 1. ,..t,,..l..l.,., ,:.. _,Hi1� h sc•`..,i�c:, , Pi Ai:. ,', }I .......<...:. .....Itel��fll�r�P..,,rr�!se�t�;l.:,�a,��„ t�:P...........i�I I Ikdrl.•.E fs,,,::.1=:::;�,�t;i:.,>;ti_%ts-.;.......: _ h1:!!.,f.a.,, �{iff3itia�,,.- ..i��(,.�!vri,�.a„1'i,,c,�t.c.•_,_.•s,.,.'fi. .::.::::.. ................................... t fit, Start 03/19/02 End 03/19/03 Per $0.00 Total Cost Date: Date: Incident 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 3/2�/� 3 Auth ri M t at Land Owner's ignature Date OM F 1ntal Systems,Inc. 1-888-450-OMNI (508) 548-0343 OFFICE ! MANUFACTURING P.O. Box 128 Falmouth Technology Park 465 East Falmouth Highway 520 Thomas B. Landers Road East Falmouth, MA 02536 f'oWnmental,Systems,Inc„ East Falmouth, MA 02536 August 27, 2003 RECEIVFE) Mr. Thomas A. McKean, Health Agent MAR 19 2004 Barnstable Board of Health 200 Main Street TOwHEAirH DEFT"b`E Hyannis, MA 02601 RE: Recirculating Sand Filter Systems Operation and Maintenance Inspections Dear Mr. McKean: Enclosed, please find a copy of the Recirculating Sand Filter Systems Operation and Maintenance Inspection Checklist for the property located at Lot 18, Route 149, Unit 6 Herring Run, Marstons Mills, MA. If you have any questions or need additional information, please contact me as soon as possible. Sincerely, a e C. Co a, President 6MN1 Environmental Systems, Inc. Encl. RSF System Reports D.E.P. Certified Wastewater Operators Recirculating Sand Filters Manufacturing • Testing • Maintenance • Installations P. Massachusetts Department of Environmental'Protection Bureau of Resource Protection-Title 5 RSF System Operation and Y p Maintenance Inspection Checklist A. Installation & Service Information Fac�1i��d res Date of ervi City operator/OTM Firm Inspect&note if B. Septic'tank(s) pumping is required. Inspect&clean effluent Sludge Pumping Required: Yes❑ No ❑Sludge Depth: tee filter. Effluent tee filter Yes No❑ If yes, inspect&clean at least yearly Clean as necessary. C. Recirculation tank\ Inspect for sludge. ❑Check if sludge accumulating Pumping required: Yes❑ N017 Odor problems: Yes❑ No If yes,description s • Inspect for sludge. D. Equalization tank (if ins ailed) ❑Check•if sludge accumulating Pumping required: Yes❑ No❑ Inspect pumps& . E. Pumps, switches, floats, alarm system electrical switches,test as necess •Run Pump Inspections(ail units) If problems,describe pumps in manual Test pump alternator,or record hours mode.Record readings Houn;.of operation from meters& Float switches counters. Check all switches for operation Test alarm If non-functioning,corrective actton(s) Note if weeds& F. Recirculation Sand Filter debris are present on bed.Clean/maintain inspect for ponding Ponding Present Yes No bed surface to allow n Clean bed: Yes❑ �o proper operation of the system. ❑Distribution pipes Flush:Yes.(] No❑ Brush: Yes❑ No❑ ❑Check head loss in pipes Headloss and comments =G. Sample Collection Yes❑ No If yes: ❑BOD,OTSS ❑pH [-ITN (]Other 1-888-450-OMNI (508)548-642V 1 OFFICE P.O.Box 128 OMNI MANUFACTURING 465 East Falmouth Highway , Falmouth Technology Park East Falmouth,MA 02536 Envr�tltnC�nFr;� ,SystGnzs,,.ftzC. East Falmouth,MA02536 September 20, 2002 Attn: David Stanton Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: ROUTE 149, LOT 18, UNIT 6 — BARNSTABLE, MA Dear Mr. Stanton: The OMNI 2000 Recirculating Sand Filter at the above referenced address has been installed and is operating in accordance with the engineers design plan. It has a maintenance agreement in place and will be maintained as outlined in the attached "Maintenance Agreement". If you have any further questions don't hesitate to contact us. Sincerely, Matthew C. Costa CC: John Bowes, Bay side Building, Inc. I D.E.P.Certified Wastewater Operators Recirculating Sand Filters Manufacturing • Testing •`Maintenance 9 Installations 1 1-888-450-OMNI (508)548-0343 OFFICE—CAPE COD, MSS. 74 MANUf ACTURING--CAPE COD,MASS. P.O.Box 128 =5 !ahnorrth Technology Park-[u�Acmre Precast d ^.. 465 East Fuhmowh Highway 520 Thomas B.Landers Road Fast Falmouth,MA 02536 O1.0'.1.N East Falmouth,MA 02536 Envirortnierntal Systents,,..In(,.. Property Owner: Bayside Building, Inc. Property Location: Unit 6, Herring Run, Route 149 Address: P.O. Box 95 Town: Marston Mills Property Phone: N/a City,State zip: Centerville, MA 02632 Alternate Phone: 508 771-1040 M. - Start Date: 9/19/2002 End Date: 9/19/2003 Terms: $350.00 Terms and Agreement for Standard and Preventative Maintenance OMNI 2000 Recirculating Sand Filter You are hereby authorized to render Standard and Preventative Maintenance for the OMNI 2000 Recirculating Sand Filter listed at the above address for the contract period of (1)Year(s). This agreement may be extended by the land owner for an additional agreed upon term by providing OMNI Environmental Systems, Inc. with 30 days written notice of intent to extend. OMNI Environmental Systesms, Inc. will provide the land owner with 30 days written notice of its then current pricing schedule should the land owner elect to extend this agreement. The agreement consists of all Standard and Preventative Maintenance listed in the Operators Manual. The OMNI 2000 Recirculating Sand Filter has a 3 year manufacutres warranty against all defective components including parts and labor. This agreement includes semi-annul site visits and does not include costs occasioned by neglect, misuse and accident or consumables. This agreement does not include travel costs for the Islands any locations not within a 20 mile radius of East Falmouth. In consideration of the services contained in this agrrement we agree to pay OMNI Environmental Systems, Inc. the sum of$ $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-refundable. Please Print Name tl ri ignature Date an Owner's Signature Uate MNI Environmental Systems, Inc. qS� AQ2 No, ll // • Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ' Application for �Diq onl stem Construction Permit Application for a Permit to Construct( V)Repair( )Upgrade( )Abandon( ) 2-c-omplete System ❑Individual Components Location Address or Lo oufe /y9 lnars�ons /1 15 Owner's Name,Address and Tel.No. ff aM Nom a/ty Tru.s�' ff4f-721-3 9/9 Assessor's Map/Zel ~If /8 i/' (o PD�Box/aay J/yann;.s tnA Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. dorl da Vo.SSa, Tr .50kSI-/0-3y33 �eslyn, TAC. a,37 Palmer Ave, 16-a 141ou+-AI In A I-ee Oakrkd. rralmoai/to Al Type of Building: wellin No.of Bedrooms Lot Size JrG sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 336 gallons per day. Calculated daily flow 3 3 S. -5 gallons. Plan Date / 000 Numbe of sheets vz Revision Date Title D —r 94- ga i u r-,,�a e I M Size of Septic Tank I J D D G'a llon s Type of S.A.S. Pr'eSS u ri-0, i s t ri b/Cc f i'o�1 Description of Soil, 0 _ 9 // D 1A L 00 m i J a n d 1 .9- AZ 1i ,9 t5ho 3A - 0 "' C, Fine. .Sand a A ra Ve/ Nature of Repairs or Alterations(Answer when applicable) /Veto con S-'ru ClIDA PESIGNfNG a r:= MUST SUPERVISE INSTALLAT,10,,j , ' r Date last inspected: THE SYST=:;1 :. 1 ' t""ZITINGT Agreement: ACiCiORl7.�4i`�C'i'.'.ToF"1f-t`a�. ...i�J .STRICT The undersigned agrees to ensure the construction and maintenance of the afore dTedon- sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to placoperation until a Certifi- cate of Compliance has been issu y th' Board o Hea th. Signe Date Application Approved by01/7Date Application Disapproved or the following reasC',,n76/_ Permit No. Date Issued 150 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )U rade ( ) Abandoned( )by DESIGN INn, r "''"'�� Vg"'T SUP VIS p� ^ ,91.T1IN 13 � ' IIVSTAt.' Y�Y I( Is-re�vv� at N iT ' 2i . 149, l�tl�1 S _ ha ons_truGtgd ' dance a:- with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector owl h�q Fee i" V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i Yes ! s PUBLIC;HEALTH DIVISION - TOWN OF BARNSTABLEg MASSACHUSETTS + = Zipprication for Mi!5pogar *patent Cone;truction Permit Application for a Permit to Construct( V)Repair( )Upgrade( )Abandon( ) 260mplete System El Individual Components Location Address or Loa Rou fe IV? A jr5-tons /��'//5 Owner's Name,Address and Tel.No. ff am Novo RPa/><y Tru 5t ffai- 72i-3 9/9 Assessor's Map/Parcel Z* /R A JoX/aay Hyannis j initAq �a Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Cor/ da VoZa/ Tr 50k-SVO-3433 /� �Ps�yn, 7nr. 50f -.5YG- 884.5" , .5 7 I0e1IMer- Ave, Ara lnjou4-A m A 16 /(al-/arwe �Pe .3a/r°r&. folmagi� IV,4 Type of Building: wellin No.of Bedrooms J Lot Size y 56 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures e� Design Flow .330 gallons per day. Calculated daily flow 33 8,25 gallons. Plan Date / 000 Number of sheets oZ Revision Date Title 0 1 qt Sa r-rri? s yvl Size of Septic Tank l J D D Ga/10n S Type of S.A.S. Pre_SS a re_ i S f r i b it Description of Soil d - 91 ", 0% 1-OAM� 5'a lid , 302 �� mine S a o d 3A - i o ',, C. Fines. dSaad 4 4 ro Ve/ Nature of Repairs or Alterations(Answer when applicable) M e w C O/l 5-f r u C l i o,i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore des ' ed on- 'te sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to plac�t�d2e sy tem n operation until a Certifi- cate of Compliance has been issu y th'�s Board of Hea h. Signe Date ff Application Approved by Date Application Disapproved or the following reasons A Ftl 1i q 6 Permit No. Date Issued 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 at NiT ift Q 1 has onstructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ated �o The issuance of this,permii shall not be construed as a guarantee that the systemm will function as designed. `°�, Date Inspector C. —No.�— ------------------------- k Fee O,_,.._ a. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogal *p5tent Construction Permit Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( ) System.located.,at_ _.l tNe7y;...,L �j and as described in the above Application for Disposal System Constructions ermiti The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions, Provided:Construction must b completed within three years of the date of this permit. Date: y c) Approved by �. _1 rt ' I I 1 j i iiI I fn 1 —21 RIGNT�EC.'EVATIOAI:.. - I !s �'I 6 6i CI ^ );•iEATROOJ4�� Va.•T Rratf r4 i � •�� Y ,.1.rA. ��. e i _ Mw•KT.MiuS•N .. r(5B0ee8vv �=� .1 a.NlFM 6191 Si'�RGOA� I/99 �` I !GM ._ -� I � -- t•• '—to•R•ItirL. 11• A LOa! i • n:a R:O• I�:o '. FRONT. ELEVATION yl ,FIRST FLOOR Pt4N � Uo1 46)QC 3 nrummu� 9r.+.• uromr 9r oc.o• mr.All 9 r I•urt•ar Pwnmru r 1 ml C Y._ _ I a. o I 7 e -- -r L d I r � l P 1 "h.4lta aAM\s\v6uf" el —_ ...... .. III �_... ...... o� It 508-428-6191 �' I IFi ro Poffelb+' eviln 0I f I•wt.fo t.W r wvnntr r: ®usfom 1 I esigns 'Mom o nca 1. FOUNDATION MAN rr.nmm•p oun�.n.Isom.nr oc.o.o•ro mr.�nr o.nv. ary r.omm�• Ili max,:.-. � "- "e Uc'•vs-:... i c T.•ILL.\yr1W'al[._ ... dL Axa t1l tesigns i p1 1 I I , - ���Ng1YlaY- -�pp _ - � 60B•47B•6101 r . • �- '--- _ _ vugnom o ues • � - e11f firer I i .wt anwr'N•NScw.n•.ceewc� .. — . Inwnrnor pu e.i brown er OCD.m le.rn or r nrr,enr o •..........p........ TOWN OF BARNSTABLE �L LOCATION A t Uk r POLK W SEWAGE # V,LAGE, Z4,72 P - c9/1 ' C.S ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. L 611L 01W /2dI2Q,1z/2 ;?2 f `2 Y/0 SEPTIC TANK CAPACITY hf f0 4-22o G S`AfUp lrti,,7 2 . LEACHING FACII.TI'Y: (type) (size).2,& 2' NO.OF BEDROOMS BUILDER OR OWNER at,,!E �� CJ—,W?P. PERMIT DATE:�I S f COMPLIANCE DATE: d 2 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 i_ t. A J I . A 31 A`! 3`f -- A--S 1 A-7 � 6 1 gr, 17 R3 ^ [ Lt c 3-03 *3 7 r�-7 TOWN OF BARNSTABLE �� LOCATION /' UlLZT (0 POr-T 7 SEWAGE # VILLAGE—,40,Q74��t ASSESSOR'S MAP& LOT �f L�,s i INSTALLER'S NAME&PHONE NO. L lLkl9/�9 SEPTIC TANK CAPACITY H,ZQ 4-220 &G S'' E2 . LEACHING FAC�=: (type) a (size) NO.OF BEDROOMS BUILDER OR OWNER a4,1 S'A/lJ•� 13Ze> t l' PERMIT DATE:_T �� COMPLIANCE DATE: 1.2 ITAY' 2- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Nell 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 } a �S N f w+ ��s1--� �► � 4 'mil� � ..L Cn� � =- i I 1 i ) 1 ► � 1 1 ' � r I � No. t)6 i o Fee m l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Migogar 6pelem Couttruction Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) E' omplete System ❑Individual Components Location Address or Lot No. f 93 Tl�f/y9 Owner's Name,Address and Tel.No. 209 9 UNi� p" a5 Assessor's Map� D (,®x c� ��-��v�s,�j`S' -�A yNk �a Installer's Name,Address,and Tel.No. �e R ?�'7A/0 Designer's Name,Address and Tel.No. 70 /��r1�7�/�� �X�AIT�i� Type of Building: well n No.of Bedrooms_-3 Lot Size / J�? sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow am_ gallons. Plan Date 11,4 71.2006 Number of sheets .2 Revision Date. Title FJ ��/-n2 � Size of Septic Tank /?W 6AIAAf:� Type of S.A.S. lc,A 7— Description of Soil 6- Ci(//l661 J"/V -31 '` B TT-WD 4L-;E/ Nature of Repairs or Alterations(Answer when applicable) PuJ L-//,nn1 DESIGNING ENGINEER MUST SUPERVISE Date last inspected: INSTALLATION AND CERTIFY IN WRITING Agreement: THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to ensure the construction and maintenance of MCd�r�deseANc� NL sewage disposal system in accordance with the provisions of Title 5 f e Environme Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b and of Healt . Signed 101Date ?®� Application Approved by Date Application Disapproved for the following reasons Permit No. a00 1 — 3 1;&� Date Issued 'No. V)6 �lJ- '^z 1 �.�." w FeeA_t' _7 +.r. . Ord { __'THE COMMONWEALTH OFt J MASSACHUSETTS 'Entered in computer: l Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE.,MASSACHUSETTS zl 'plicatlt-�dn forigogaY 6p,5tem Cottruction hermit Application for a Permit to Construct( 4 Repair( )Upgrade( )Abandon `Complete System El Individual Components Location Address or Lot No. �� Owner's Name,Address and Tel.No.n /Parc 1 UN/� P I d I VD, Assessor's Ma ��x q p 7 194 fi ` - '~ C.l the AlN D aA'c �7i-�Y/o g�Or- Installer's Name,Address,and Tel.No. .:T Designer's Name,Address and Tel.No. ,S"Od Sys— .9�u�Cs1>✓�'� 14 -le s of P MA DEG 73 A niod f.0 R• f-•l r " Type of Building: (Ewell-in-. No.of Bedrooms Lot Size / ,T Vsq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( : ),,Cafeteria( ) Other Fixtures Design Flow. _ jL30 gallons per day. Calculated daily flow .�.3 g J gallons. Plan Date i� -4j_6o6 Number of sheets Revision Date G Z1.206/ Title ;V/4 f /.qA/ J.PGID sPp �Oc) �i tb��J�Edt�1�� .s2ul�f 9� D/j,GbS�/ ?r/S�i� Size of Septic Tank J.?'!]3 fiAAom Type of S.A.S. rA 7— Description of Soil ll GD cl .� NZ� �' 3� 13 lN'_ TAWo S/���� 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 ofthe Environme tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b ph' /ward of Healt/. .T Signed Date �. �. Application Approved by Date i V 1 Application Disapproved for the following reasons Permit No. 2 U I - Date Issued 3 z T u x ---------------------------------------- . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(V'-*)"Repaired( )Upgraded Abandoned( )by C A di) at JA'1,4 / /9,I— /S(T " /3'l'A�S,�D,�/S /Y&A has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.0 dated 3 2 E U) Installer Designer The issuance of this p rmit shall not be construed as a guarantee that the system will function as s gned. _-- "�' Date CI I Nv 2- Inspector Ij- A .r `! t/ --------------------------------------- No. Fee dlov. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mizpozal *r5tem Construction Permit Permission is hereby granted to Construct(X)Repair( )Upgrade( )Abandon( ) System located at Ow,i / f-T- 'r- / Y!� .4M:�'_j16t)S 6 6 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 t. jmz= Date: _3-��' U Approved by A - V f 'e� SEWAGE SYSTj_j"M & OMNI 2000 RECIRCULATING SAND FrLUER PROFILE & DETAILS R NOT TO SCALE 6 5 4 3 2 NOTE: RISERS AND COVERS TO WITHIN 6" OF FINISH GRADE 6" PINE BARK MULCH OMNI 2000 RE-CIRCULATING SAND FILTER 2 MODULES REQUIRED FILTER FABRIC COVER (NO SUBSTITU-TION) FINISH GRADE=69.0 AIRATION HOODS (3) COVERS TO GRADE F.FL.=71.0 1.5" PRESSURIZED LINE 7 /�" \ SEPTIC » I o EFFLUENT FILTER & TANK= 68.5 � 3 PVC RETURN LINE 68.0 TOP OF' GAS BAFFLE RECIRC. R.S.F. Acme Precast Model PL122 TANK= 66.5 FINISH GRADE 69.8-68.9 SL O _ r O 9 -I I - h,� - �i � ` I OPE 2," : I , JJ� - „: ,.,: `; : :,`:: { •=:4 ,.:is R.S.F. I- 63.67 _ MODULE FLOW n - A C t P 3 PEA STONE- E STO E KEY MAP HOUSE � - /v #� w� 64.15 10n n SPUTTEf? I _...' . V. 64.0 14 \6,5.75 �� 64.8 V O n 1py 1-1/2 PVC - : n 4,On GAS ' 63.42 4 •♦ d•r e I I- I y 3 d' I LEVEL_ LIQUI BAFFLE \ I I AC 66.7 _-- .: •4 tl a. r a' e " ~ d o d i a 24- HR. RES. PUMP ON , - - r11 GH WATER ALARM" x _�'+ . + � /4 d T 1-1/2"•CRUSHED' � 3 Q,, 63.17 o I q . WASHED` STONt r 1500 GALLON SEPTIC TANK "LOW V�r,TER SHUT OFIr" i c j q. a PUN, OFF i'I - , '--SET LEVEL 1000 GALLON "OMNI 2000" f 64.7 r' � i>7TI - EFFLUENT FILTER RECIRCULATION TANK By, "Zoeller" (NO SUBSTITUTION) OMNI 2000 PUMP CHAMBER BOTTOM 0 ABSORPTION SYSTEI�I "BY-PASS ORIFACE" 250 GAL.PUMP CHAMBER „ NOTE:TIMER AND EVENT COUNTER DESIGNED BY OTHERS CHECK VALVE SHOULD BE MONITORED FROM 4/15' LONG, 1 .00" DIA. PVC LATERALS CONTROL PANEL EACH WITH FIVE 1 /4 DIA. HOLES SPACED ASSESS LOT 24-2 /� - 3' O.C. ALONG PIPE INVERT. j / sESS L'.)T 24-9 DESIGN SPECIFICATIONS �� TWO TRENCHES: 32.5' LONG 2.7' WI WITH 389.48' / i 4" in. depth <1% DESIGN CRITERIA DE H Sand Filter Media 2 m p h #200 sieve, 2mm to 4mm size 3 2' EFFECTIVE DEPTH. 8.1 ' APART NUMBER OF BEDR00>MS ��. AVERAGE DAILY FLOW . . . . . 55 gpd/per person/per bedroom PERSONS PER BEDROOM 2 M Wastewater strength-BOD5 230 mg/liter/residential DAILY FLOW PER- PERSON 55 I N Re-Circulation Ratio . . . . ,. 4: 1 TOTAL DAILY FLOW 330 SOIL EVALUATOR'S LOG u 4e / Re-Circulation Tank Size 150� of design flow (Use a 1000 al. tank) LEACHING AREA REQUIRED 445.9 sq. ft.(330 gal. 4 0.74 gal./s,f.) p 457.1 Depth from So(I Soil Soil Soil tither v1 X68•� LEACHING AREA PROVIDED r sq. ft. ;; Surface Hor. Texture Color Mott. Relative Sand Filter Loading Rate(Reaideintial) Loading Rate(gpd/sf)=115O/BCD5=5 gpd/sf 338.25 44 LEACHING CAPACITYw PROVIDED_ g.p•d• ( 6;3)(0.74) I (inches) (USDA) (Munsel) Factors Sand Filter Surface Area SA=Flow _.gpd/Loadi,Ig Rate gpd/f ? - _ �:ALCULATIONS 65.•2 DEEP OBSERVATION HOLE 4A nl 4,6;, .}' _. 330 gpd/5 gpd/sf 66 S.F. REO, (69 3 S.F. PROVIDED) I # -- / �^ - - ,µ, �- ,, BOTTOM CO �O �� �•, 0 8 / �/ E tr 10.2 e9� Re=4, rculatlon pump Size . ; . ; 330 ;- (+ <J30)j x i 03% = fi > x - 1 1 M S �Q - ' _ CA L S w F!N / 35.9 6g.3 - S : 0.7" i9 _ y d. - - .. I _ .p F"' 5 _ o t;, / PG A esp3 68.75 gals./60 min. cycle SIDEWALL 8 -24 - I _ 4 -- ►. 11 GP� Use Myers _Model #ME40 or equal (65 gals. @ 12 .TH) 140.8 If x 2' x 0.74 = 208,35, g.p.d. � � B L/S w�f=lN'�S { I© 63.2 ,�o oo� 69• �� Sand Filter Setbacks . . . . . . Same as -itle V septic tank " o . 338.25 g.p.d./0.7�+ 457.1 s.f• 24 -42 C1 Fine & GRAVEL o / 0 0 61.7 \ , � � � Q�O�O�J�•�1• �� GENERAL NOTES �� , sand o OMNI 2000 RE-CIRCULATING tip' / ���, h 1. ALL ELEVATIONS SHOWN ARE II 42"-120" C2 F/S & GRAVEL C SAND FILTER (2 MODULES REQ.) FF -,�, �o ASSUMED. j; �L 55.2 C1 SQ -o� �� 2. ALL PIPES IN THE SYSTEM TO BE t o ONE MODULE PIPED BACK TO ? � , ao 69.2X� CAST IRON OR SCHEDULE 40 P.`1.C. i� 69.4 DEEP OBSERVATION HOLE #3B SEPTIC .TANK ' {: � � Q � ee 3. REMOVE ALL UNSUITABLE MATERIAL 0"-8" OA L/S ONE MODULE PIPED BACK TO BENEATH THE INVERT ELEVATION I I 68.7 � RE-CIRCULATION TANK ti '4 �� c,J 90 � FOR A RADIUS OF 5' AS PER 310CMR 15.255(5) � • s�, 1 R AND BACKFILL W/ CLEAN COARSE � ., 8"-32" B F/S SILTY v 1500 GALLON SEPTIC TANK 1 t �i�,�\ GRANULAR MATERIAL. 66.7 Q 4. ALL BACKFILL SMALL BE CLEAN i m OMNI 2000 RE-CIRCULATION TANK COARSE GRANULAR MATERIAL FREE ;I 32"-120" C F/S & GRAVEL gyp � �`rF` y9' EF .. FROM DEBRIS & LARGE STONES• PUMP CHAMBER ♦`�` �' 5. CHRISTOPHER COSTA & Assoc. 59.4 !69.0 , "?'� 'P 3R MUST BE NOTIFIED WHEN THE r � Q =' ` `'�',,.,� . --•_ r ! SYSTEM IS INSTALLED PRIOR T ASSESS LOT 11 BACKFILLING FOR INSPF"TION. PERCOLATION RATE _ <2 MIN./INCH , 30LGLAS 65 �� ( DEPTH TO GROUNDWATER = NONE ENCOUNTERED 17-1 k / s, 6. UNLESS OTHERVNISE NrTE ALL � � I OBSERVATIONS BY: ED �hrcr< SYSTEM COMPONENTS SHALL BEEIDER J � rll INSTALLED IN ACCORDANCE WITH No.alsaQ TAKEN BY: �. �? 1 I r LAWRENCE PERRY /ASSESS LOT 16 •R9� / MASSACH�Sc.TTS TITLE V SANIT..+RY TF, �p ? DATE TEST 7 22 99 a9� » �f SEWER CODE AND LOCAL RULES �j��eSTER G� ED. W NOTE TO INSTALLERS WHICH MAY BE APPLICABLE IN AAL WN I- "',�•� WORKMAN-LIKE MANNER.17-1 YOU MUST BE AN CMNI ENVIRONMENTAL SYSTEMS 7. THIS LOT IS NOT IN THE FLOOD PLAIN. CERTIFIED INSTALLER. YOU CAN BECOME CERTIFIED 8. A GARBAGE GRINDER WILL NOT BE �. INSTALLED ON THE SYSTEM. 3 AT' THE TIME OF IN..�TALILATION. PLEASE CONTACT OMNI AT,. 1 -888-450-OIMNI FOR DETAILS 9. NO CHANGES SHALL BE MADE TO THIS PLAN W I WITHOUT PRIOR APPROVAL FROM CHRISTOPHER; q COSTA & Assoc. r I } 10. DIG-SAFE SHALL BE NOTIFIED FOR THE PROPER APPLICANT: BAYSIDE BUILDING CO., INC. LOCATION p¢q EXCAVATI�OF EX;STING UTILITIES PRIOR TO ANY P�/�y of s " S I PROPOSED DWELLING LOCATION 11. OMNI 2000 PRODUCTS AVAILABLE THROUGH �� OMNI ENVIRONMENTAL SYSTEMS AT 1-888-45(0-OMN1 a CH CO OA ER PROPOSED SEWAGE SYSTEM LOCATION 12. OMNI 2000 CONTROL PANEL TO BE LOCATED f INSIDE DWELLING IN A VISIBLE & AUDIBLE LOCATION. N�. 31305 001, 14. ONLY OMNI 200C� BIO-FILTER COMPONENTS C v,h LOT N UNIT 6 N ROUTE 1- 4,0: : �t SUR`I� , o p' NO SUBSTITUTIONS REVISIONS BARNS TABLE (MARsTONS MILLS'), MASSACHUSETTS W PLAN VIEW SCALE: AS NOTED DATE: 9/13/02 SCALE: 1"= 20' t CERTIFIED PL 0 T PLAN & TOPOGRAPHY a LEGEND DRAWN BY: JAB CHECKED BY: C.C. JOB NO.: DONE BY- EXIST. / _..g CIIRISTOP�IER COSTA & assoc � � PROP. SPOT ELEV. _ �,60.5 - 2 9 20 02 Change Invert Elev. Des. n Contours JAB EXIST. SPOT ELEV. x56.04 The site is situated in F'�ood cane "C" .ASS DES- ,L d 1 4/23/02 Change System Location ;JAE3 P.O. BOX 128 46 .r_7 PROP. CONTOUR = �'*�✓�46 / 5 E. FALM OU TH H WY. EXIST. CONTOUR ASSESSORS MAP #78 LOT 18 NO. DATE DESCRIPTICi I eY EAST FALMOUTH MASSACHUSETTS i , 11: i