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0490 PUTNAM AVENUE - Health (2)
490 Putnam Ave t1 o e- Cotuit - ___ A= 038-021 2- Environmental Chemistry Environmental Services Site Assessment ''A#� �]��n Site Sampling Quality Assurance Services 4nal 4ialance Data Auditing R P r T O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 02/24/2015 , Raynbam, MA 02767 ORDER#: G1574531 COLLECTED BY: B.Wilbur SAMPLE DATE: 2/10/2015 TIME: I 1:00 DATE RECEIVED: 2/10/2015 LOCATION: 490 Putnam Ave.,Cotuit,MA SAMPLE ID: Russo Effluent Grab(SIN 0205418) DESCRIPTION: WATER RESULTS OF ANALYSTS _ ����`R^" y,-�d`�$" ��.,�r,--..� _�� EftlOd£�-•s'"' Anal ZCa� -�'' I.1�lit � y , � - �'�'t :�,��.x��'>��r_a�R:� ._���"` _s..5.5���. =..i.+M,,,�:e .-.>.,x�.•z'r..,r..,e.x _� :�� �-�;-_:4 � r�a..s�� _ ,s3, �r :3:�-�::-.. _ .-s°�.ke•:� -..3 Test P(truniete►'s LAB•1D#: 1574531-02 BOD SM 521013 02/11/2015 mg/L 4.0 6.7 Kjeidabl,Nitrogen EPA 351,2 02/20/2015 trig/L 0.50 27.4 Nitrate,Nitrogen 4110B SM 4110 B 02/10/2015 nig/L 0.50 — ND _ Nitrite,Nitrogen 4110B SM 4110 B 02/10/2015 mg/L 0.25 ND pH SM 4500 H+B 02/10/2015 S.U. 0-14 7.9 Solids,Suspended SM 2540 D 02/11/2015 mg/L _ 4 <4.0 NA=Not Applicable Timothy A. ND Not Detected Approved By: Begley '<' = Less Than Lab Manager / Date Detection Limit Page 1 of l Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Pli:508-946-2225' Environmental Chemistry Environmental Set-Oces Site Assessment y�r�l r7 p Site Sampling Quality Assurance Services Analytical >° Balance Data Auditing C: 0 R Y 0 R A T 1 Q N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Ina 44 Commercial Street REPORTED: 01/28/2014 Raynhain, MA 02767 ORDER#: G 1464312 COLLECTED BY: M.Moreau SAMPLE DATE: 1/21/2014 TIME: 8:30 DATE RECEIVED: 1/21/2014 LOCATION: 490 Putnam Ave.Cotuit,MA SAMPLE 11): Grab Effluent(0205418) DESCRIPTION: WATER _ RESULTS OF ANALYSIS _ TestPanimetets LAB-ID/t: 1464312.01 W BOD SM 5210B 01/22/2014 mg/L� 4.0 6.3 Kjeldahl,Nitrogen EPA 351.2 01/24/2014 mg/L 0.50 1.66 Nitrate,Nitrogen 4110B SM 4110 B 01/21/2014 tng/L 0.50 17.5 Nitrite,Nitrogen 4110B SM 4110 B 01/21/2014 tng/L _ 0.25 ND pH SM 4500 H+B 01/21/2014 S.U. 0-14 7.4 Solids,Suspended SM 2540 D 01/24/2014 _ ntg/L- - 4- '6.0 - - NA Not Applicable Timothy A. `4 ir,iR ,nef ND=Not Detected P Begley l:v-<:��° Approved proved By; 2014.012d 21.51.12 <' = Less Than Lab Managcr / Date *' = Detection Limit Page]of 1 Arnalpical Balance Cojp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 I . j 'Town of ;al�-nstable. P#_ Department of Regulatory Services " -- Public Health Division Date- -I, L4 �r„se t6 y ems$ 200 Main Street,Hyannis MA 02601 I r Fee Pd. 7 C-3 Date Scheduled I Time ,foil Sudtahility Assessment for Sawage Disposal ' Performed By. l ! Witnessed By— ^ LOCATION & GENERAL'INY'ORMATION Location Address r I Owner's Name �,l� Address Assessor's Map/P4rcel: C3�`� j I Engineer's Name � � NEW CONSIRU!tON REPAIR Telephone# Land Use S D -,1 �1'L. S Slopes(%) `(� Surface Stones.' t� Distances from: Open Water Body Possible Wee Area ft Drinking Water.Well eft Drainage Way ft Property Line T 'D_ft Other ft SKETCH:(Streetname,dims U TN A M AVENUE locate wetlands in proximity to holes) La GUTIERUNE If H�-10 \ '� DRIVEWAY 3 15'41'3 "E 135.)0 m; l �'•sl �NI I 3 �' ti� J 02. F� L °ate '�•— / ,/�,/ ,/�/�./ ./�•/! II � // + AVOL •�V / O I/ IZ R ;w i Z r -= / 0 eon /�//;/.,/ CONC. UMIT UNE o + a. i �cOiW '•.I I will O i - i I Parent material(gecilogic) 11Ct t,1 �^ S Depth t0 Bedrock N a t1 Depth to Groundwa* Standing Water in Hole:' ( l Weeping from Pit FAee` i Estimated Seasonal iliigh Groundwater i DtTERMINATION FOR SEASUNAL HIGH WATER TALE Method Used: Depth Clbserved standinglin obs.hole: in. Depth to sol+mottles: In, toiweeping from side of obs.hole: i in. Oroundwnter Adjustment Index Well (Reading Date._ Index Well level A :.f.-1 AdJ.droundwaterLevel— PERCOLATION TEST natp.� Observation Time At 9" N .... Hole# Time at 61' Depth of Pere i Time(9"-6") Start Pre-soak Time'@ ►� e.. i End Pre-soak Rate MinaInch Site Failed; Site Suitability Assessment: Site Passed Additional Testing Needed(YIN) , Original:.Public A-141th Division Observatiori Hole Data To Be Completed on Back— • ou must first notify the ***If percola#6n test is to be conducted within 100' of wetland,y Barnstable C4#servation Division at least one(1) week prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel 0$' F1 I Ir Al DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) /C34 ' �� �6� is2- (1 1, fr.,A 5-Y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consist encv.%Gravel DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. ra 1 F Flood Insurance Rate May: Above 500 year flood boundary No Yes Within 500 year boundary No 17" Yes Within 100 year flood boundary No- Yes Depth of Naturally`Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pe vious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in a10 CMR 15.017. Signature Date �� Uri, 0:\,SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION Y/ 9I D Au 4a F 71 SEWAGE#2 o/3 63 VILLAGE tw T v r T ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.AR.c iy ro .1? SEPTIC TANK CAPACITY /�oD S,,/�`r�.osr I,�►.1/4 `p.00 ,�v�•,� �/���,,Sa2 LEACHING FACILITY: e 3,L i.�y'/T2.9 T0� (type)3 (size)3a X/I..3 NO.OF BEDROOMS OWNER )vc/`/ s/�vr'2 5r o PERMIT DATE: COMPLIANCE DATE: I b --a, Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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) b Feet FURNISHED BY I 9 No. q©I 3 1 Fee THE.COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH D,,., ISION -TOWN OFBA�RNSTABLE, MASSACHUSETTS 2pptiratiou for` isposal 6pstem Coustruttiou Perron Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System ❑Individual Components Location A4dress or Lot No. Owner' Name,Address,and Tel.No. Vic/o �r n//}v+' �% Assessor ' arcel 3 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �Z-/a 4, rr 0����.✓ yam z � y -/ �7_3olo���� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(nlrl Other Type of Building /Z t S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .�{� gpd Design flow provided gpd Plan Date $ / Number of sheets Revision Date Title / Size of Septic Tank r/�ST 5yf7E� 'Fovp%V Type of S.A.S. / G, .r2 AT o ✓2.T Description of Soil Cc SS r/, Or✓ /D QA Nature of Repairs or Alterations(Answer when applicabl 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 3 Application Approved by 10� Date f — 3 — 5 Application Disapproved by Date for the following reasons Permit No. 0_0 I .� ©� Date Issued s - 311 � �� / No. 1 Fee ' T7 E POMMONWEALTH O#F MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH D;V S10N -TOWWAF,BAFNSTABLE, MASSACHUSETTS Zipplication fot,;pisposai *pstem Construction Permit Application for a Permit to Construct(-) Repair(\ ) Upgrade(°'<Aband'on( ) ;E]Complete System ❑Individual Components cation Addressor Lot No. w T Owner's 1�Tarpe,Address,and Tel.No. r cf /v I /✓.o r,, Av f ;Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. f, v v sI Type of Building_ ..� Dwelling. No.of Bedrooms / Lot Size sq.ft. Garbage Grinder('2 Other Type of Building /� S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title j Size of Septic Tank�`/�s' /s'7 t'r f av�;l , Type of S.A.S. r. 4 Description of Soil .. /_4� � sS /god . o,✓ o% 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 f''/-- r Date I Application Approved by Date 3 Application Disapproved by Date for the following reasons Permit No. Date Issued e _..:... ... - ------ ------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS eertif irate 8f Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in acc dance a6J3-oc,� with the provisions of Title 5 and the for Disposal System Construction Permit No. dated 11 Installer r`41 f iq Designer '` %f ✓'t " ''rf #bedrooms I/- Approved design flow gpd The issuance of this permit shall n t/b construed as a guarantee that the system w' 1 unctio as designed. Date / Inspector ---------------------------- - - - - -------------------- - -------------- -- -------------------------- ------ --------------------------- a � 3 003 (� No. d- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposar 6pstem Construct 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System 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. Ij Provided:Construction must be completed within three years of the date of this permit. Date P / Approved by i i i 19-DEC-12 10:42 FROM-AMPROD +15068807232 T-720 P.02/02 F-103 ,Y V.- Cuff ent WTS practice is to send OWNku umoximmoly 10 dos befog expiration of the Ulan of the current contract an invoice for one year of service' It is OWNER's responsibility to timely return the payment. WTS must receive the payment before expiration df the current contract year to assure continuoµ8 contract sult in suspension of service,cancellation of the contract and/or coverage. Failure to return payment may re nullification of warranties,at the election of WTS. OWNER may not assip this contract without the prior written consent of WTS. It will remain in forcc until a pany cancels by written notice to the other at the address given herein. A RER MODbI.N2 SFRTAI.NO, LQCATION ANN13 RA Bio-Microbics McroFAST Cotuit,MA $450.00 QUIP OWKIIti$ Wastewater Tr mtrnant S rvice Inc. *Siped by 0 Signed• Frank Russo&7ud ava vtrc.� "Address: J 44 Cortunercial Street 490 Futnam Avenue Raynhaat,MA 02767 Tele: (508)880-0233 *City: �State: Zip: Fax: (50B)880 7232 Cotuit MA 02635 Telephone 508-360-136R Effective Date of Agreemeztt E-mail address: ANNUAL RATE This is a two-year contract which Will be billed annually. OWNER understands that(l) date set forth a payment is for one year only commencing on the effcctivs bove and is aon-refundable;and Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAS'Y�Systeem X'MA'VE READ AND UNDERSTAND THE FOREGOING, *Signed by OWNS 4*000 R�Testin qualified testing 18b for Re ultst sample taken 2 times par gmeies as well as tl>e OW r for two years and delivered NER.. O aWNT-R 6 responsible for providin evaluation. Results sent to State and local Ag acceptable access to effluent to enable a grab sample to be taken for laboratory caning performed, R!E'RMYT: REMEDIAL ( )PROVISIONAL *(?LEASE CHECK ONE) ( ?C)GENERAL ( ) *SPECIAL CONDITIONS PSR LOCAL BOARD OF HEALTH(Y)or(N)tf XES,please attaeb copy of permit (7C)pI3,BODs,TSS, Nitrate,Nitrite,TKN ( )Otber: 'Cost for testing: 265g 00NbCj operator assigned: Michael Moraau Telephone: r52819R9-2744 - *Approval for Effluem Testin Ow r s ignature - 19-DEC-12 10:42 FROM-JRENGPROD +15068807232 T-720 P-01/02 F-103 16-OCT-l2 12:03 rKutt-4Kenurxuu %44 4u ' �� �' �� 44 Gommerclal Street Flaynham,MA Ptcesv complote all items narked• 02767 inUuaing spree ii6fWturoS. Mail � signed arieiaet eoncaat ro: Tel:(508)98(.0233 w tsyaie 1Y�tmmt SsAcit las. Fax:pe)Bao-7232 as A svnhsrn.MP,02767 S CT ON At�tD EFFLUENT TE TriVG wG T Agreement entered into by and between Wastewater me�spectiort by WTS oft eRam oqut'Ptnrns of d the 'FAST°System OWNER(herein called OWNER)for OWNER which is described below. Upon acceptance of this agreement at wrs,s office,WTS will resider the following servioes only: Equipment will be inWxted at least 4 tirncs Pas year that this Agreement remains in offecC,with the first inspections begirm►nS 't.hese inspections will include ��—� . .1) Testing of the sludge depth in the septic tank. Z) InspeCtiOtl,Power testing and cican/rcplace intake filter of the air blower. 3) inspection of the alarm system. 4) Inspect overall condition of FAST@ System. 5) Notification to OWNER of any Problems encountered. 6) Service ether than routine maintenance will be billed at an hourly fate,plus travel and parts. WTS shall notify the local Board of I oalth and Department rr mFsure thar ha crbe�otection in writing witbia 24 hours of a system failurc or alarm event inclu ttg pwniz will be billed standard WTS charges for any parts used in repairs or maintenance, Any additional labor time will be billed to.the OWNER 8t Curren,labor rates of$78,00 per hour. tes Emergtsncy service between regulat inspeerion pMland on S turdaysl be provided a, t and doubleandard labor ati=on Sundays and business hours;at time and one-half after 5:00 4 hours of labor, plus standaird WTS holidays. .EMct j=y service charges will include a minimum four( ) _ oharges for parts,plus mileage and travel charges. The annual rate includesof third persons.forces of at"we,ot include repairs required for damages caused by abuse,accident,theft, P agreed serviccs if or other factors beyond the control of WTS. or alterations made m the equipment, TS shall by owi�iu ible far failure to:ender t caused by strikes,labor disputes, OWNER understands and agrees that WTS is not responsible for spacial,incidental utptnm` a meal datnagas,including but not limited to loss of time, injury to person or PTOP ty. OWNER agrees that WTS may enter OWNER'S propoTry and have acceptable access to all areas deemed by WTS to be necessary Or appropriate for WTS to perform its duties hereunder, Doc=— I Y 205 v 643I I I-05-2012 —=41 NOTICE The Town of Bamstable „recommendn that fho%annlir_ant . seek legal advice to prepare a properly morded deed•-' restriction document. DEED RESTRICTION WHEREAS, CPA ) vet y. of • ; (� (owner's namel A 14sfg/ales MA (address)TT is the owner of `fin!® p'010601 4yefl--de located (Address) at �19�(J1 � . . I • MA (hereinafter referred to as q90 po f 11,4M )9Ve#06_ Llld eao.5 anoeing sumo on a.plan entitled "Subdivision of Land in ' cP 5714 L�F_ MA, Property of et at, duly recorded in Barnstable County Registry of Deeds in Plan Book , Page ; Or on Land Court Plan Number 3 (9 WHEREAS, ,, �yc,Pt ��/� Vey ` as the owner of said lot has (owner's name). agreed with the Town of Barnstable Board of Health to a restriction as to the number of"bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance. with 310 CMR 15.000 StateEnvironmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS the Town of Barnstable Board of Health, as a pre-condition-to granting a disposal'works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on ,this property, is requiring that the agreement for the-restriction on the number of . bedroos►ms in any house constructed on the lot be put on record with the _ Barnstable County Registry of Deeds by recording this document, a�dr f A; �i y l ' NOW, THEREFORE; Jud, `4 siveRv does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his apreemp,ot with the Tnwn of Rp;mstahla a-p2p i of Heal��_whieh-. stfi pion _hall run with the-land and be binding upon. all.successors in title: LA/0 PL44, 01 may have constructed (4ddress) ?' upon the lot a house containing no more than (L4 bedrooms. W 4cSR'V�'0— agrees that this shall be permanent deed (owner's na e) �� restriction affecting <! located on 10 �1)WAut Ae.4 EovdMA, and j being shown on the plan r orded in PlanACk , Paged Or on Land Court Plan c3 ���� /� r • For title of seethe following deed: Book , Page Or Land Court Certificate of Title Number C/(o 13 CJ Executed as'a s aled instrument day of I O er's signat e Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS i(V) l (t . ss zQ /a Then personally appeared the a ove-mffled ctzftv known to me to be the person who executed the foregoing instrument and acknowledged the same to be_L-free act and deed, before me, TARA A MAXWEL4 Notary U�) Notary Public�O4�ALTH OF MASSACHUSETI S My Commission Expires My commission expires: February 1:2019 p (date) Excerpt from the Board of Health Meeting L October 9, 2012: I. Variance — Septic (New): A. Darren Meyer, Meyer & Sons, representing Judith Savery, owner—490 Putnam Avenue, Cotuit, Map/Parcel 038-021, 24,975 square feet parcel, multiple variances for setback to wetlands due to limited lot size. APPROVED WITH CONDITIONS. The Board voted to approve with the following conditions: 1) the installer will take out one abandonment permit which will spell out that both of the two septic systems will be abandoned with the permit, 2) a four-bedroom deed restriction will be recorded at the Barnstable County Registry of Deeds, 3) a proper copy of the deed restriction will be submitted at the Barnstable Public Health Division,.and 4) a monitoring plan will be submitted which will have quarterly monitoring for the first year, and annual, thereafter, provided it is subject to meet the DEP approval letter requirements for the Microfast System. r �.z a'r EXCERPT FROM BOARD OF HEALTH MEETING MINUTES ON 10/9/12: I. Variance — Septic (New): A. Darren Meyer, Meyer & Sons, representing Judith Savery, owner—490 Putnam Avenue, Cotuit, Map/Parcel 038-021, 24,975 square feet parcel, multiple variances for setback to wetlands due to limited lot size. Darren Meyer presented his plan. There are currently two septic systems at the location. His plan is to replace them with a Microfast System. Mr. McKean stated the staff did not have any issues. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve with the following conditions: 1) the installer will take out one abandonment permit which will spell out that both of the two septic systems will be abandoned with the permit, 2) a four-bedroom deed restriction will be recorded at the Barnstable County Registry of Deeds, 3) a proper copy of the deed restriction will be submitted at the Barnstable Public Health Division, and 4) a monitoring plan will be submitted which will have quarterly monitoring.for the first year, and annual, thereafter, provided it is subject to meet the DEP approval letter requirements for the Microfast System. (Unanimously, voted in favor.) 7 I 5 CC GG i i i 1 r t r ,t j t i Zvi ` ptl/ ! AVE , i M 'j i AJ, 01, ti } } . ; ( CL \/ � } � ) � } � � � | � { � ( � � � ! � � � � � } j . . : ^ $ �� { : } . . |� � � � • � ; . \�� , � |� � � ; } � � } � � � � � � ��^� � � � , ' \} , � ! } � � � ;{ i � � ; � . ! � } � , , }' � � � ; . � � . } ! } } ; � } . : |\ � � ~ � { / � � � } � � { ! . : . � ! ! } ? / ; ' ' ' -= - }� \ :i i | ' ( � � ! ! ) � . � � \ , . � ! } \ � } � ' � � } , � } � � } � . , , � � � � } � � } � | } � � | ( � i � � } \- � � ) � } } } \� ; � � , � } { � ( } ( � } � � � ! � ! � � � � � � . � � ! { ( ] � � ( ! � � � � ! ; . . } � i , � � } � } ) � � � � } l � � � � � � � �� } � ! ( � | � � ( { � � � i Ave ' } ! } Jill , }� } | . } { ��; [ � } . � �WA OW t IAT IT- r ss. IMMEDIATE ABUTTERS OF ASSESSOR'S MAP 6 3 D PARCEL N- Mjp )g >rarcel—wg Name: Sk(l NIvA I . Cdyeu, Address:%d W t+Q� PIPE, , ��.�✓ Id�00 PE-H4 -01,► 9 0 UN)r 112 BE 'K- l NF:� , PAA 02.4 y(a Map- Parcel � J Z (��(a eff—IM4Yti I-ve) Name: RONA-to T. myto k— Address: Po gov 4 r©Tv)r. " b 2 3� Map 039 Parcel a `. ZZ CPi-P AJ 15/A-WS Name: WS J ` yNe Address: Map d 3 0 ParcelQ / /� PUPT7��Y►7 �1/p 0 2- Name:D1 C7, �1'�`y 114L t ELL. � Address: 1 7 7 HE k j" J ( . tg oA,m W 02 o q-3 MapO36 Parcel QjQ (g71 R/77✓^" l Name Address:q �G9'(TItT/w� ✓�� r;ll"� Map Q j D Parcel Name: tower Address: j rA�on 1j 3-f MEYER & SONS, INC. PO BOX 981 E. SANDWICH, MA02537 508-362-2922 September 17, 2012 David G. &Amy McLellan Certified Mail 177 Hersey Street Return Receipt Requested Hingham, MA 02043 70090820000101535797 RE: Septic System Upgrade—Variance Request 490 Putnam Avenue, Cotuit,MA Dear Abutter(476 Putnam Ave.): This letter is to notify you of a hearing before the Barnstable Board of Health scheduled on Tuesday October 9, 2012, at 3 pm in the Barnstable Town Hall Hearing Room to present the proposed septic system upgrade plan and the variance requested for the above referenced site. The proposed system design has taken into account requirements set forth in 310 CMR 15.000 (Title V) and the Town of Barnstable Board of Health Regulations. The following variances are requested: 1) Per Barnstable Board of Health Regulations, 35.6 foot variance to allow leaching to be 64.4 feet from pond vs. required 100 feet. 2) Per Barnstable Board of Health Regulations, 11.5 foot variance to allow pump chamber to be 88.5 feet from wetlands vs. required 100 feet. 3) Per Barnstable Board of Health Regulations, 30.0 foot variance to allow septic tank to be 70.0 feet from wetlands vs. required 100 feet. 4) Per Barnstable Board of Health Regulations, 1.0 foot variance to allow dist. box to be 99.0 feet from wetlands vs. required 100 feet. As an abutter of the property in question, state regulations require that you be notified of the hearing a minimum of ten (10) days prior to the hearing date. You can review the application at the Barnstable Health Department, 200 Main Street, Hyannis, MA, M-F, 8:30am—4pm. If you have any further questions regarding this application, please feel free to contact me at (508) 362-2922 or attend the hearing on the scheduled date. Sincerely, Darren M. Meyer Registered Sanitarian ARCHITECTURE ' ENGINEERING SURVEYING 02/07/2013 02:27PM 17744139468 MEYER AND SONS PAGE 01/01 ` r Town of Barnstable ,Regulatory Services MRMU� i -.Thomas F. Geller,Director MUM qW, Public Health Division Thomas IvicKean, Director - 206 Main Street;Hyannis,'vLA 02601 OfFc.: 504-862-4644 . Fos: 50$-790-6304 Installer & Doi net Certification Form Date: I Sewage Permit# 2 G/D 003Assessor's iwap\Parce1 Designer, LK Installer. /L C. /1 Address: TK � Address: T l xzz" <v v.2 6 0 On l/ /3 Al 3 was issued,a permit to install a . (date) (installer) septic system at iq Avg based on a design drawn by (address) dated 00 ( certify that the septic system referenced above was installed substantially accordins to the desigrk, which may include minor approved changes such as hieial Tz.ocation oitht distribution.box and,'or septic tank. I certify that the septic system referenced above was installed with major changes (Le. greater tbaa 10' laieral relocation of the SAS or any vertical relocation o:any component of the septic system) but in accordance with State &Local Regulations, Plan revision or certified as-built by designer to fbUow, of - D (installer's igztature) ` 1140 N11Alt\ (Designer's Signature) (AM Desiper's Stamp Here) PLEiASE R ru TO eA STABLE PUBLIC HEALTH ]DIVISION. CERTIFICATE OF COWLIANCE WILL NOT SE ISSUED U��tIiL BOTH x IS FOR��I AND AS-BLILT CARD ARE RECEIVED BY THE BARiNST BLE PUBLIC HEALTH DIVISION. THANK YOU. ^ Qt Ht I Wse tic/Desi gtT ert�hcaton Form 3 2 6-0f dpc 1. x September 17, 2012 Re: 490 Putnam Avenue, Cotuit, MA To Whom it May Concern, I grant permission to Darren Meyer of Meyer & Sons, Inc. to apply as necessary for any and all variances through the Town of Barnstable Board of Health for the purpose of obtaining approvals in conjunction with plans to upgrade the existing on-site sewage system, located at 490 Putnam Avenue, Cotuit, MA. Sincerely, udith Sav , Owner y �l op THE rp� Town of Barnstable Barnstable P� Board of Health 1 TBAt MASS.ASSBLE,A 200 Main Street, Hyannis MA 02601 M 0 �prfD MA1 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 20, 2012 Mr. Darren Meyer P.O. Box 981 E. Sandwich, MA 02537 RE: 490 Putnam Avenue, Cotuit A = 038-021 Dear Mr. Meyer, You are granted a conditional variance on behalf of your client, Judith Savery, to construct an onsite sewage disposal system incorporating innovative/alternative technology (MicroFAST) nitrogen reduction technology at 490 Putnam Avenue, Cotuit. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install the septic tank 70 feet away from a pond, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the pump chamber 88.5 feet away from.a pond, in lieu .of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the distribution box 99 feet away from a pond, in lieu.of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Coder To install a soil absorption system 64.4 feet away from a pond, in lieu of the minimum 100 feet separation distance required. I� i Q:\WPFILES\MeyLrSavery49OPutnaniAve2Ol2.doc i These variances are granted with the following conditions: (1) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction Dermit. (3)r An abandonment permit shall be obtained to prior to abandonment of the �exi� cesspool. (4) The Company (Bio-Microbics, Inc.) shall strictly adhere to all thirteen (13) conditions contained within the MicroFAST 0.5 Treatment System approval letter from the Department of Environmental Protection (DEP) entitled `Renewal of Certification for General Use' dated March 22, 2011. (5) The System Owner shall strictly adhere to all thirteen (13) conditions contained within the MicroFAST 0.5 Treatment System approval letter from the Department of Environmental Protection (DEP) entitled `Renewal of Certification for General Use' dated March 22, 2011. These conditions include requirements for operation, maintenance, and monitoring of the system. - (6) In addition, the wastewater effluent shall be monitored quarterly during the first twelve months of operation, then annually thereafter, provided it meets the conditions contained within the MicroFAST 0.5 Treatment System approval letter from the Department of Environmental Protection (DEP'), entitled 'Renewal of Certification for General Use' dated March 22, 2011 (7) The septic system shall be installed in strict accordance with the engineered plans dated August 29, 2012. (8) The designing registered sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the engineered plans dated August 29, 2012. These variances are granted because the proposed plan appears to meet the maximum feasible design standards contained. within the State Environmental Q:\WPFILES\MeyerSavery490PutnamAve2012.doc Code, Title 5 and local Health Regulations. The registered sanitarian designed the septic system to be located in an area to attempt to maximize setbacks to wetlands. Sincerely yours, /�L� \ Wayne Mi er, M.D. Chairma 3 i i r • I . i Q:\WPFILES\MeyerSavery490PutnamAve2012.doc bL / jq 1ME�p� DATE: 1 p /' z FEE: � 6 J �,4+/�J' * BARNWABLe, t y MASS. � �A 1639• �0 REC. BY . "A Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION ((g� AveProperty Address: 4� "A7-PA N u T :M (T ifA ``ll Assessor's Map and Parcel Number: V 3S Size of Lot: 2- 4 Wetlands Within 300 Ft. Yes Business Name: tj /�. No Subdivision �/Name: (c l APPLICANT'S NAME�G..' f -A Me-Ner Mt�trt-&6 Phone Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON o Name: n D i( 4 ,S�WEAM Name: � [» e,�W Address: 7 10 P( P4A-M Z. Address: 0 JtIx 9"61 I C. S W 494 Phone: ��� �{Cr� �— �3 Ca TIM IT 10A Phone: 3�, VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) LIMIT 151 O1S —aft, 1�� 7A Et 7rb V Q�J-0 AP' P�. - � NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) � - Please submit copies in 4 separate completed sets. _J Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) 4J _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer mi egistered sanitarian 'ri Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) c Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at app)"cant's expense;(for JT le V a d/or local sewage regulation variances only) iQ Full menu submitted(for grease trap variance requests only) �? co co Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee onitly-]:,9 outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC MEYER & SONS, INC. P(D+BOX 9.81 E. SANDWICH, MA 02537 508-362-2922 The following variances are requested: 1) Per Barnstable Board of Health Regulations, 35.6 foot variance to allow leaching to be 64.4 feet from pond vs. required 100 feet. 2) Per Barnstable Board of Health Regulations, 11.5 foot variance to allow pump chamber to be 88.5 feet from wetlands vs. required 100 feet. 3) Per Barnstable Board of Health Regulations, 30.0 foot variance to allow septic tank to be 70.0 feet from wetlands vs. required 100 feet. 4) Per Barnstable Board of Health Regulations, 1.0 foot variance to allow dist. box to be 99.0 feet from wetlands vs. required 100 feet. it Submitted By: Darren M. Meyer Registered Sanitarian ARCHITECTURE ENGINEERING SURVEYING LEGEND PROP. Z KEYSTONE 40 ml Paiy Lmer _ "`s solL PROP. I� 500G SEPTIC COTUIT Pia/08 ID- R�TAI N I NG WALL (see note I C) ''" REMOVAL ' PROPOSED CONTOUR f = -r' cv NOTE 13 TANK micro fast com ' � PROPOSED SPOT GRADE `"� 24 ` PROP. 1 ,000G • l� �' �50 p0""\ i MAPLE ;,' ; PUMP CHAMB. F —— 98 —— EXISTING CONTOUR \ ^I ' - a � EAGLE . v�I N poCOND + 96.52 EXISTING SPOT GRADE v 3 � � - ` W— EXISTING WATER SERVICE ,4.18'5O,.E / �''- LOCUS TEST PIT N 64 41 I Y1 X ■ I ;a_ I TR , N� 6 i 100' o .� 2 sr R p p o IP lb t ct ,� \\ \\ - - - - - �� ;TBM: I 11 i1 ■COR STE �' 1 ■EL=23.73 -' Z LOCUS MAP �Wy G LOCUS INFORMATION :• • , 1 ` - � , ` TBM = -- -- _ �1 ' •,• \ CONC. PAD - - _ _ ` ; \ ' N PLAN REF: 34623A SH.2 #�•' �� 490 _ ` TITLE REF: CTF# 163209 do, •• �` ELEV.=17.00 - # - _ W -' PARCEL ID: MAP 38 PAR. 21 •.•° �` ` : - n =• TOF=23.70 = 23 M ZONING: "RF" ���• _ \ vim= :-'--'' O = _ ` CV FLOOD ZONE: "C" �� �` _ 1 G cD COMMUNITY PANEL: 250001-001 8-D DATED:07/02/92� ` r \ •0 1 - _- -_- - W 61, V PARCEL ID: ^ ! �' `` ` __ - DRAIN�'�.,, 1 r SEPTIC SYSTEM 38/32 CU REPAIR PLAN �• _ _ _ A "EXIST. _ LOCATED AT: POO EXIST. . (�-' CESSL _ �\ E SS 5 O `�; `J EL=16.30 --- _ 2 490 PUTNAM AVENUE C 0 TU I T, MA. PREPARED FOR J U D I TH SAVER Y a •: / �, V.;st 10" AUGUST 29, 2012 o i ---- SCALE: 1 = 20' • o HOLLY \ PARCEL ID: °: CN\ -- •z: i % ) --- i CB OF MAss ■ 38/21 AREA=24,975f S.F. _ 1 R M N 100 '' A --- \ \ p �Cp =FENCE 'PARCEL ID: - I M y A - 38/20 114 TOP OF WATER: EL=13.1 I`-� �, C p ' DESIGN CRITERIA _ ■, � S - ' " ZZONUMBER OF BEDROOMS: EXIST. 4 BEDROOM DWELLING �4NITAR � Li SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN GARBAGE N74o• DESIGN FLOW: 4X11 DAILY 110 G.P.D./BR OGPD = 440 G.P.D. (MIN EQ D) PROPOSED SEPTIC TANK: 440 GPD X 2.0 = 880 GPD MEYER & SONS, INC. USE 1,500 GALLON SEPTIC TANK RETROFIT FOR MICROFAST 0.5 W/ 1,000 GALLON PUMP CHAMBER P.O. B O/� 9 81 ***USE MICROFAST .0.5 UNIT UNDER MADEP GENERAL USE APPROVAL *** VARIANCE REQUESTS - MAXIMUM FEASIBLE COMPLIANCE PROVIDE SALCOR3G ULTRAVIOLET DISINFECTION UNIT AS SHOWN. EAST SANDWICH MA. 02537 PER TOWN OF BARNSTABLE BOH TITLE V REGULATIONS LEACHING AREA REQUIRED: (440) /0.74 = 594.59 S.F. 1) A 35.6 FT. VARIANCE TO ALLOW LEACHING TO BE 64.4' POND VS. REQUIRED 100 FT. USE 4 ROWS OF. 8 — INFILTRATOR QUICK4 PLUS STD LP (508)362-2922 cR A 2) A 30 FT. VARIANCE TO ALLOW SEPTIC TANK TO BE 70' POND VS. REQUIRED 100 FT. 3.3° INVERT) UNITS—NO STONE ` 9.pC 3) A 11.5 FT. VARIANCE TO ALLOW PUMP CHAMBER TO BE 88.5' POND VS. REQUIRED 100 FT. BOTTOM AREA: - (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) 9�sF 4) A 1. FT. VARIANCE TO ALLOW DISTRIBUTION BOX TO BE 99' POND VS. REQUIRED 100 FT. (CHAMBER UNITS) 32 UNITS x 4.00 LF x 4.73 SF/LF = 605.44 SF S �O. DESIGN FLOW: PROVIDED: 0.74GPD/SF(605.44SF)=448.02 GPD>440 GPD req d SHEET 1 OF 3 J 1445 I PROVIDE RISERS COVERS OVER ALL WATER TIGHT BOX/PUMP, POWER, NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS ELEV. TOP COMPONENTS AND SET TO FINISH GRADE AND FLOAT CONTROL CABLES E1.2210 EL22.10 LOCATED ON THE EXTERIOR FOUNDATION FOR VENTING DETAIL-SEE SHEET 3 E1.21.0 (Existing) INSTALL TWO INSPECTION PORTS (MIN.) 23.70 F.G.EL: 22.0-18.0 (sloped) F.G,EL: 6.0 i \ ; 2'Keystone Block Wall •1k (varying heights) PROP. OUTLET: a 3.3 TO EL: 2030 7=' k IN4" SCH 4n Py 4.. ' t ' O S- 1% (MIN.) 10• ` INV.=21.03 4 ROWS OF 8 UNITS AT 4.0'/UNIT WEDGE = 32.0'/ROW PROV. RUBBE COMPARTMENT'GALLON L:20.25 �� BOOT �' 500 GALLON WIN' ICROFAST t . 6" INv.=21.2 L5 INV.= 20.93 SOIL ABSORPTION SYSTEM (PROFILE) I PARTMENT INSERT y! ° (SEE SHEET 3)` SALCOR3G UV PUMP OFF 5•. ' �. EL: 20.50 FOR SZING AND TANK DETAIL ' DISINFECTION UNIT INV.=20.1 12" TO TO LL WITH 'CLEAN PERC SAND (SEE SHEET 3) TO TOP OF CHAMBERS A ' INV.=20.40 i :�..::,..: •: ::;.'� 1500 GALLON SEPTIC TANK PROPOSED 10 GALLON PUMP CHAMBER BREAKOUT=TOP ELEV.=21.32 I STONE(TTYYP.)� ,00 (RETROFIT FOR MtCROFAST 0.5 INSERT) INV. ELEV.= 20.93 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BOTTOM ELEV.= 20.65 - r . EXISTING SUITABL PIPE INVERTS PRIOR TO CONSTRUCTION. MATERIAL 5� MIN. ABOVE BOTTOM OF 2) SEPTIC TANK, PUMP CHAMBER AND D-BOX SHALL BE 2 83' SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY SEPTIC SYSTEM PROFILE T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x,2.83' = 1 1.32 COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED (5.14 PROVIDED) USE-4 ROWS OF 8 INFILTRATOR QUICK 4 PLUS IN 310 CMR 15.221(2). N.T.S. ADJ. GROUNDWATER EL.=15.60 STD LP'(3.3" INVERT) UNITS-NO STONE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. GENERAL NOTES: v " SOIL LOGS P# 13674, 48" Elan. - TP-1 Depth Elev. T P-2 Depth 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 23:00 - 0" 23.00 0" BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: JUNE 28, 2012 FILL FILL 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 20.00 36" 20.17 34 WITNESS: DONALD DESMARAIS, BARNS BOH -• A LOAMY SAND A LOAMY SAND LOCAL RULES AND REGULATIONS. EXCEPT AS NOTED ON PAGE 1. HEALTH AGENT tAYR tAYR 42" 19.67 40" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 19.50 1 • 34" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GROUNDWATER ADJUSTMENT ,; B LOAMY SAND B LOAMY SAND DESIGN ENGINEER. v _ �� IOYR 5/8 1OYR;5/8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING INDEX WELL: MIW-29 17.50 C 66" 17.50 C 66" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ZONE: C y ENGINEER BEFORE CONSTRUCTION CONTINUES. LEVEL, 8.4 PERC O 16.00 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ADJUSTMENT: 3.6 FT. MEDIUM SAND MEDIUM SAND 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF GROUNDWATER OBSERVED TH-1 O 132- (EL. 12.00) 2.5Y 6/4 2.5Y 6/4 PROFILE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ���� 'y'4SIr 48" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 12.001 132" 12.00 132" 7. WATER SUPPLY PROVIDED BY TOWN WATER. , D� 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED PERC RATE <2 MIN/IN. ('C' HORIZON) E rfimnn222m TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. USE ADJUSTED HIGH GROUNDWATER OF EL 15.60 +� t . V o. 1140 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SECTION THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING INSTALL 1' PVC CONDUIT TO HOUSE FOR HARING PROVIDE WATERTIGHT CONCRETE RISER AFG/SfE � CONSTRUCTION. WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE (H20 LOADING) 10. EXIST CESSPOOL TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5 FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON_ SA81TO, CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. & U 4 JUNCTION BOX CORROSION RESISTANT do LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 11. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED) BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE J.3" HOISTING CABLE 7x19 STAINLESS STEEL \\\ WATERTIGHT 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY t/8" DIAMETER. / 1,760 LB. STRENGTH. AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 2"BALL VALVE w/ UNIONS SCH. 80 PVC MODEL QUICK4 LP END CAP 13. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING TO PC INV.(IN)=20.15 j GEORGE FISHER CO. MODEL N0, 560 OR EQUAL EL. F17.50 OR TOP OF C LAYER AND REPLACE WITH CLEAN MED. PUMP DETAIL t ,/4"SCH. 40 DISCHARGE TO VALVE BOX LENGTH 48" SAND PER TITLE 5. ALARM ON EL 18.os 2"SCH. 40 TEE w/ CLEAN-OUT CAP EFFECTIVE LENGTH 48" INFILTRATOR QUICK , 4 PLUS STD LP N.T.S. PUMP ON EL• 17.59 SIDE WALL HEIGHT 3.3" 14. INTERIOR PLUMBING TO BE MODIFIED TO MEET PROPOSED OUTLET • ppE PORiSELF GRAINING FORCE MAIN OVERALL HEIGHT 8" (3.3" IN UNITS I LOCATION AND ELELVATION, PLUMBING PERMIT REQUIRED. PUMP OFF EU t7.1s 2a"��. 15. INSTALL 40ml POLY LINER AROUND LEACHING ALONG EDGE 1 12 2" BALL CHECK VALVE SCH. 80 PVC OVERALL WIDTH 34" OF SOIL REMOVAL AS SHOWN FROM EL. 21.35 TO EL. 18.0. BOTTOM of UNIT EL: 16.15 100 P.S.I. FLOWMATIC MODEL No. 2085' Note UNIT CCNFlWRA7ICN AND AVAILABILITY SUBJECT t` 2" SCH. 40 PVC DISCHARGE PIPE CAPACITY TO DIIFFEERR CNANCE�TLY FROMOTICE.PRODUCT DETAIL MAY ACTUAL PRODUCT APPEMANCE. DOSING & STORAGE REQUIREMENTS PROVIDE REDUNDANT/OVERRIDE "ON" FLOAT CHAMPION CPEE5254 PUMP, 0.5 hp, 115v, SINGLE PHASE DAILY FLOW: 440 GPD DOSING REQUIRED: 4 CYCLES/DAY (SAND) PROVIDE 2- WIDE ANGLE FLOATS_ PROPOSED SEPTIC SYSTEM UPGRADE PLAN 440 - 4 = 110 GALLEONS/CYCLE FLOAT N0.1: PUMP ON/OFF (BARNES(BARNES0 61 EQUALb » 490 PUTNAM AVENUE, COTUIT, MA DISTANCE REQUIRED BETWEEN PUMP FLOAT NO.2: ALARM ACTIVA ON NES 073612 OR E UAL) 1.) ALARM TO BE AUDIOVISUAL AND ON ?` ON AND PUMP OFF.FLOATS: PUMP CHAMBER AVAILABLE AS A UNIT THROUGH', SEPARATE CIRCUIT FROM PUMP. SHOREY PRECAST CORP., YARMOUTH MA. (800) 439-0956 2,) ELECTRICAL PERMIT REQUIRED. Prepared for: Savery 110 GAL/CYCLE - 250 GAL/FT = 0.44 FT/CYCLE (5") PUMP do ACCESSORIES AVAILABLE THROUGH JdcR SALES AND SERVICE (508) 823-9588 3.) ALARM TO BE LOCATED IN AN EASILY. Engineering by: Surveying by: SCALE DRAWN DATE: STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GALLONS ACCESSIBLE EXTERIOR LOCATION. DARRENM MEYER,R,S. MacDougall Survey N.T.S. DMM 08/03/12 I` STORAGE PROVIDED: ) PO BOX I 4. PUMP TO BE INSTALLED IN STRICT (508) 419-1086 INV.(IN) EL20.15 - PUMP ON EL:17.59 = 2.56' CONFORMANCE WITH MANUFACTURERS SPECS EASTSANDWICH,M4 02537 REV. DATE: CHECKED SHEET N0. 5.) PUMP CHAMBER TO BE FACTORY WATER SEALED STORAGE PROVIDED = 2.56' X 250 GAL/FT = 640.0 GALLONS -_ 506-362-2922 n�0 DMM 2 of 3 - i NN0O7�ESS Minimum leg extension assembly 1 3/e' t t/4' 1 Blower piping to FAST®ma not exceed 100 FT 30.5m total length see note 4 Air Lin P P 9 Y [ ] and use a maximum of 4 elbows t the aping a tem (® 100FT�30mD. -_----__--------.._-r_ For distances greater than 100 FT L30m�consult�fac�or. dower must 2p Ar be located ab ve flood levels on a concrete base 24 XY18 -X1 [61 X 5 I 350 Gallon MIN i 5i z 45.7 X 2.6cmj min 2 screws Unep Y [1300 L MIN] i N �� is•t Ile per side 2. Vent to be located above.finish'.grade or higher to avoid infiltration. included Non-corrosive clamp �4$ in. 31 min g surface t every 2 30'm 1/' Cap with a vent grate with-at least 7.1 q In.[45,$ s�` open FAST®Ven er fee a --Setcure with stainless steel screws see she9siaobA Option n eo90 See Note ttiing d or T Zone 1 12"min Run Vent to desired location and'.cover apenin with a vent grate !---------_- -------- ------ wjt at leatst 7.1 sR%in.6458 cmQ oren.sur�ace area. Secyrp wit�i s a nlesa s eel scre 9. ent p�ping us not al ow excess moisture uild NDS Grate MIN 7.1 in Minimum clearance to up or back pressure. SM45.8 cm SQ�of Insert Fast Liner Into t 5'+/-1/4' e op surface or 3. VI purt a es to FAST®®(( g. tan um o ts, et . ust c form ( Electrical conduit from to a�app�cas�e country,•strife, pro ncpe ap Yocal ppiu� rig on� 1 blower control system to electrical codeeBlower control system by Bio-Microblcs, Inc. FAST®Air Lif i l wow��bhwler y89• 4. Tank volume must be increased b'y 20%If minimum of 10 inches Rise } Ins ti n/ Pum II pplumbing and W 5cm is used between the unit and the base of tank. Consult 1 ou� ors Sae ngte venting must use 4ccfcry i>or approval Fasten with non- 3, 7 & water-tight gaskets �' corrosive screw see note 7 & 10 5. The primary compartment may be a separate tank. Riser 6. Either the influent pipe tee shall be fitted with a pipe cap or the baffle seporating the two zones shall be extended all the way to the top of - I rr�1 MIN q �] the tank. If choosing to use the pipe cap. Then the baffle shall be at i �ehl' FA ®create least 3" [8cm]higher than the water level as shown on the drawing. Sao note effluent 7. All Inspection, viewing and um out ports must be secured to sea note 9 r pp P P Gasket ` proven accidental or unau(horized access. Non-corrosive clamp 8. Tank, piping, conduit,.blower housing pad.and vents are provided by every 2 fee - - -- others.. _ _�. v,: _-- Air'Supp Blow 9. All piping and ancillary equipment installed after FAST must not Line i' im see or restrict free flow of effluent. - 2 r5c 10. The air supply line into the FAST®:unit-must be secured to prevent • ® FAST®Air L CoJpler�'�] vibration in damage. The amir�su ppI line should be secured with mfI (gyp® "• s 3 'mIn a gon -corrRsiv� lare 0 5a�6m] See alternate air supply op on on ee o o e a 1L Min height may be reduced ,consult factory and reference 'Short- re 12.Refer to sheet 4 *Ac#oFAS11D 0.50 Detai owing for leg extensions `e• q Alternate Air .Supply Optia I �' re uirements. J Influent 7.A i waste N 1/'min _ see note 6 Notes I. Secure leg exten ion to the FAST®unit by placing two screws on each side of the leg extension (4 screws per Settling Treatment - foot qr In uded). See note 5 Zone g 2• �ut 4 �t0 schd. 40 PVC ppipe (not included) to obtain the desired h®i t. M1 [mum pipe length of 6 1/8" 15.56; OrI anal leg ext nsion heigyht reqguires a pi a length of 11 1/8 28.26� Foc heghts greater then 18 [45.7] se sc� 8 PVC i p no ir��luded� Co sult factor �or �xtendineq le� p§orld 36 [ ,1�. 10'min 4= 3. �►nchor fie eg ext�r�s o s o e to k w non-corr s ve ardwar no n uCed at provided mounting Sae Note 4 Pie length See k p0[nt3 . Y11p 0.50 Detals 4. Increase minimum tank volume b 20% If minimum leg extension is used. 5. The.air supplyY line into the FASTiunit must be secured so as to prevent damage from pipe vibration. See all l notes orMicroFAST®0.50 w[th Idhawing ' THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS•A 6. The air su ply line into the FAST®unit must be secured to prevent vibration induced damage. The air supply i WHOLE WITHOUT THE WRITTEN PERMISSION OF 810-MICROSICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE ���e shout a sgc red wit n-co olive clam ev r 2' MIN. t INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.' 7. Tank, anc ors, plpYng con�u(ta Power,dousing a dents are provided by others. ' MICROFAST 0.5, AND ACCESSORIES AVAILABLE AT: r 4 J&R SALES AND SERVICE, INC. (508) 823-9566 z Date 0812912012 o� � MicroFAST rk � LAMP� & Oa QUARTZ / 13 � � W � TEFLON COVER FRAME & l; of _� i GASKET 1-800-753-FAST a27e T £ D DETAIL N Q O ea-wWaoaw.ins. 2003 '' •. _ . na oesaN AND D M ar TM DIUw1Na s vnora W D►ea-w�eNM= �Ne.ua a�wr to K uem mcc8pr N aoNN[CnoN w"w Dull wortK.oMoN Ma w�vaaN Iio�ns ARC aceem/W. DIMENSIONS All!N NCNO IA/liee OTIIFJ W=NOTED.. OFss9�y PROPOSED SEPTIC SYSTEM UPGRADE PLAN ?. W ° N 490 PUTNAM AVENUE, COTUIT, MA T � io W Z:) SECTION, A-A " ^ a �g No. 1140 - Prepared for: Saver P as Engineering 'by: Surveying by: SCALE DRAWN DATE: �Pf IS1 DARREN M.MEYER,R.S. MacDougall Survey N:T.S. DMM 08/29/12 P0 Box SALCOR3G UV DISINFECTION UNIT �NITAR�a� E4STSAef 508 419-1086 REV. DATE: 1,, EASTSANDW/CH,MA02537 ( � CHECKED SHEET N0. p��IL 5083s2-2s22 n/a DMM 3 of 3