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HomeMy WebLinkAbout0092 JOBY'S LANE - Health 92 Jobys Lane, Osterville A=120 - 95 u TOWN OF BARNSTABLE LOCATION dfC), C�c .lea L-,i SEWAGE# { VILLAGE Os�l•y�))'� ASSESSOR'S MAP&PARCEL J/ INSTALLER'S NAME&PHONE NO. °" A SEPTIC TANK CAPACITY C�C►�`t�'w'� LEACHING FACILITY.(type) LC., 6 C%"Ab( ;, (size) I GA 37 ' NO.OF BEDROOMS A� OWNER ni\i&fll `F,. PERMIT.DATE: - 3,1 - COMPLIANCE DATE: i 7 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 feetBleaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BYVC''�Z3� � u -a! 3 I g7'G er 'DW y4l TOWN OF BARNSTABLE LOCATION L /02.7SEWAGE # VIL t'�LAGE (7 sipv�./�- ASSESSOR'S UMAP & LOTS-�. y /31,7 INSTALLER'S NAME & PHONE NO. 69 1 A) k/SS&d r 99p 0 SEPTIC TANK CAPACITY Z000 (5,W LEACHING FACILITY:(type) � � , s�� (size) /4 X.Z 9 NO. OF BEDROOMS PRIVATE WELL'OR PUBLIC WATER "tbw,j BUILDER OR OWNER 7ToctA DATE PERMIT ISSUED: DATE COMPLIANCE,ISSUED: VARIANCE GRANTED: Yes No �-� b. � � � ao c� 366 �� TOWN OF BARNSTABLE LOCATION !�?_ 75�Q�S SEWAGE# 2Z VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �1�L�t —' _0VJ SEPTIC TANK CAPACITY (�cb r-c.<, . LEACHING FACILITY:(type) ,;2 —SG'Z? Gc.Q (size) '2`k 2 S�k,L NO.OF BEDROOMS 2— OWNER PERMIT DATE: ( ( ZMo COMPLIANCE DATE: 7 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 AV �. 2 420 A 19 44 . 3 i 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 October 10, 2018 Barnstable Board of Health. 200 Main Street Hyannis, MA 02601 Attention: Board of Health.Agent Reference: BioMicrobics FAST Treatment System Serial Number: 0210113 To whom it'may concern: Attached please find a copy of the Product Registration Report for the FAST Treatment System, for the startup performed on 10/9/2018 at the home of Brian Dacey located at 92' T-Joby's bane, Barnstable, MA. Also, attached is a copy of the.fully executed Operations &: Maintenance Agreement.. Please note covers to system were not to grade at time of start up; homeowner was notified to contact contractor to bring covers to grade. If you have any questions or require additional information please do not hesitate to call. Sincerely, S Zaron M. Foster Enclosures ZVI J C 0 R P C R R T E 0 8450 Cole Parkway ** Shawnee, KS 66227 * Phone 913-422-0707 ** Fax: 912-422-0808 e-mail: onsite biomicrobics.com*www.biomicrobics.com*,*800-753-FAST(3278) PRODUCT REGISTRATION, REPORT Product Registrat'on eport must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up Date Shipped to End User 7/16/18 Serial#,0210113 OWNER NAME Brian Dacey ADDRESS 92 Joby's Lane CITY/STATE/ZIP Barnstable,MA 02630 PHONE/FAX B10-MICROBICS DISTRIBUTOR NAME 7&R Sales and Service,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Ra am, MA 02767 PHONE/FAX 508-823-9566 - FAX: 508-880-7232 i INSTALLER NAME Joyce Landscaping,Inc. ADDRESS 68 Flint Street CITY/STATE/ZIP Marstons Mills,MA.02648 PHONE/FAX 508-428-4772 x101 CONSULTING ENGINEER if applicable) NAME Sullivan En ineern ADDRESS P.O.Box 659 CITY/STATE/ZIP Osterville,MA 02655 PHONE/FAX 508-428-3344 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating CY, 1:711 0 Air vent clear Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to operating level Inlet/outlet piped correctly Air Lift Operation . Filter element installed Recirculation tube in place Blower hood secure 2__ 171 Fasteners tight Blower works correctly 173 WATER-TIGHT JOINTS Blower located within 100' of - 0 Treatment unit to septic tank 0' a treatment unit Air line clear 0 Entrance tube to insert cover Air inlet screen clear 171 Insert to insert cover Blower hood vents clear 0 Discharge line connection Factory Authorized Person" Title: Firm: Wastewater Treatm ervices Inc. Date: -- � — 44 Commercial Street FAaynham, M 02767 Tel:(508) 880-0233 Fax: (508) 8130-7232 INSPECTION AND TESTING AGREEMENT. Agreement entered into by and between Wastewater Treatment Services,Inc.(herein.called WTS)and the j I+AST'System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspe to at 1 ast 4 times per year for the first year(then reduces to 2 times)with the first inspections beginning 0 These inspections will include: i i 1) Testing ofthe sludge depth in the septic tank. � 2) Inspection,power testing and clean/replace intake filter of the air blower. , ,I 3) Inspection of the alarm system. j y 4) Inspect overall condition of I+ASTm System. 5) Notify OWNER of any probleins encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts.. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be.billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$80.00 per hour. Emergency service between regular inspections will.be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine maintenance,but does riot include repairs required for damages caused by abuse,accident,.theft,acts of third persons,forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. • i i OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss of time,injury to person or property,or equiprnerrt failure. I i OWNER.agrees that WTS may enter OWNER's property and leave acceptable access to A areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. i Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS I• must receive the payment before expiration of the current contract year to assure continuous contract coverage. i , Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS, OWNER may not assign this contract without the prior written consent of j WTS. It will remain in force until a party cancels by written notice to the other at the address given herein. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE PERMIT Bio-Microbics MicroFAST �j Barnstable,MA r $770.00 General-Denite D I_I Includes(4)Field Tests j EOUIPM ENT OWNER , Wastewater Treatment Services,Ine. j *Signed by OWNER-1) Brian Dacey Signed: _ *Address: 92 Joby's Lane 44 Commercial:Street f Raynhairn,MA 02767 Tele: (508)88070233 i *City: State: Zip: Fax: (508)8,M7232 I Barnstable MA 02630 Telephone Effective Date of Agreementttl ( ' E-mail address: OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FASI*Systew;and(3)ANNUAL RATE is subject to change based on current WTS rates, I HAVE READ AND UNDERSTAND THE FOREGOING. *Signed by OWNER: n wn cv M cc Field Testing Onsite testing will be performed quarterly for the first year and 2 times per year thereafter. Results will be used to demonstrate thatthe systems are operatig at a secondary treatment standard of 30 mg/L of BADS and TSS. The following will be performed.: 1) Visual examination of the effluent for color;turbidity and effluent solids. 2) Effluent pH to determine if the waste water is between 6 and 9 standard units. 3) Dissolved Oxygen,2mg/L.or more,to ensure that the system is operating. 4) Turbidity,less than or equal to 40.NTU, If the.effluent does not meet effluent quality standards,a grab sample will collected for laboratory analysis, Results sentto state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent for`field testing and/or to:enable a grab sample to be taketi for laboratory testing performed. If such laboratory sample is required,OWNER will be responsible for charges incurred. 1 REQUIRED,THE COST FOR THIS ADDITIONAL TESTING WILL BE$200.00/"VISIT. Effluent Testing j State requirements are four(4)grab samples per year for the first yearapd 2 times per year thereafter for Nitrate; Nitrite,and WN at.a cost of$215.00%test: j Approval for Testing Owner's Si nature -'•" Operator assigned:. Michael Moreau Telephone: (508)880-0233 i i i - E - I No. -lot T ' �J 4 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for Misp08al *pstem QConstrUttiott Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. /ZG D'?s Owner's Name,A dress,and Tel.No. Assessor's Map/Parcel H A5 _ S� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No70 Type of Building: _ ! ` n Lry C6,-Ye -37°Illy Dwelling No.of Bedrooms / Lot Size sq.ft. Garbage Grinder( ) Other Type of Building /Offr �r�,�e,! No.of Persons ` Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.regq. ed) Z gpd Design flow provided 33 gpd Plan Date f®`/l G- �l Number of sheets Revision Date S Title S,-6 �� l%er a'a r F 0 Size of Septic Tank . l ro Type of S.A.S. - TOO Description of Soils -( Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not t ce the system in operation until a Certificate of Compliance has been issued by this Boar palth. Signed Date ��++ Application Approved by Date /�—A/`l Application Disapproved by Date for the following reasons Permit No. Date Issued 2-( � .i -! r, .. .^{� �- •X '/ `. .+'/V'i(l•tt ,may' r`J .. - ,�'� S' �- 1 lMj/1T� ...+ ' u,.•1 r^err oil No. Fee /5.a • THE COMMONWEALTH-OF MASSACHUSETTS Entered in computer: Yes PIJBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Z10plication for Misppsal *pstrm Construction Permit Application for a Permit to Construct( L)''-Repair( ) Vpgrade( ) Abandon ) omplete System ❑Individual Components Location Address or Lot No. (ZG 6 9'$- `t Owner's Name,Address,and Tel.No. / Assessor's Map/Parcel / 2 "! g��'�� ��� � i Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. � ��'l �� ~�f'.�J'�Y � a t �Gl�l 9� �h,}":vi-C�'E'C �•�t�- •�--����1.i�r/�� �'.,(' t Type of Building: `' I �(� r, d"' `Ye Dwelling No.of Bedrooms /' / Lot Size sq.ft. Garbage Grinder( ) M. Other Type of Building /Pf_y"We.,1. ( No.of Persons Showers Cafeteria( ) Other Fixture Design Flow(min.required) ;2 gpd Design flow provided / gpd . Plan Date t f �/�,yl -7 Number of sheets Revision Date Title S� l � IA c S c: A V,vfi P Size of Septic Tank l S-GG Type of S.A.S. Description of Soil .Q 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 s 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. ` 4 Signed Vl/ A Date Application Approved by G - Date /t tl"��"/ 7 c -Application Disapproved by Date for theifollowing reasons r • Permit No. � Date Issued �— - f 7� THE MASSACHUSETTSTS T I S Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by A it at '72- has been constructed in accordance with the provisions of Title 5 and•the for Disposal System Construction Permit No.P*t -3,& dated ( a Installerf� Designer #bedrooms � �""" Approved design flow � gpd The issuance of this permit'shall)'t be construed as a guarantee that the system`willfimctio-- esigned. �_ t----- e- Date Inspector YK _______________ __.--.__.________.___._.__..___ —_______ ______________ __ _________ __ No Fee �G THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS IDisposal *pstem Construction Permit Permission is hereby granted to Con�s/tuct(/"'} Repair( ) Upgrade( ) Abandon( ) System located at Z ace, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit-""""I',� Date �! ' / - t. Approved by i - Town of Barnstable °FINE rQy� Regulatory Services" Richard V. Scali, Interim Director * BARNSTAB MAM. Public Health Division i639- �En �A Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7/16/2018 Sewage Permit# 2017-396 Assessor's Map\Parcel 120/095 Designer: Sullivan Engineering&Consulting, Inc. Installer• J04AU 44 Address: 7 Parker Road Address: �¢ �iA.,t Osterville MA 02655 r7 W1 On 11/29/2017 J ce C.a--QY vas issued a permit to install a (date) (installer) septic system at 92 Joby's Lane based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated 11/28/2017 Rev.4/25/2018 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. _ I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils .were found satisfactory. certify that the system referenced above was constructed .1 f fiance with the terms of e I\A approval letters (if applicable) _ I"OF A4.4 a� „)FIN C.4 E C' EA � CIVIL CA Signature) No.48168 �FG/STEP�O ONA'VksI igner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF, COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc DEED RESTRICTION Brian Dacey, President of Emerald Development Corporation, owner of 92 Joby's Lane, Barnstable (Osterville), by deed (Book 30947 Page 37) recorded at the Barnstable Registry of Deeds, as required by 310 CMR 15.287 (10) hereby provide notice that the existing dwelling is to be served by a Micro FAST 0.5.alternative on-site septic system, and is subject to the conditions contained within the Certification for General Use issued by the Department of Environmental Protection to Bio-Microbics, Inc. dated March 20, 2015, and approval by the Town of Barnstable Board of Health dated December 4, 2017, and further agree that until such time as technology changes and/or the Barnstable Board of Health changes its regulations or otherwise grants permission,structures built on the premises of 92 Joby's Lane, Osterville, shall have no more than a total of two (2) bedrooms. B an Dace , esident Emerald D elopment Corporation COMMONWEALTH OF MASSACHUSETTS Barnstable County On this 17th day of July, 2018, before me,the undersigned notary public, personally appeared Brian Dacey, known to me to be the person whose names are signed on this document and acknowledged to me that they signed it voluntarily for its stated purpose. Notary Public My commission expires: LEAH O'DEA BARNSTABLE REGISTRY OF DEEDS I Notary Public Massachusetts John F. Meade, Register `° My Commission Expires May 10,2024 t John O'Dea From: McKean,Thomas <Thomas.McKean@town.barnstable.ma.us> Sent: Monday, October 02, 2017 5:12 PM To: John O'Dea Subject: RE:80&92 Jobys Lane Hi John, We will need a written monitoring plan to approve .Would you like to submit the standard DEP approved plan (twice yearly). I' m sure the Board will have no objections. r From: John O'Dea [mailto:john@sullivanengin.com] Sent: Monday, October 02, 2017 3:02 PM To: McKean,Thomas Subject: RE: 80 &92 Jobys Lane Great. It doesn't look like they specified the maintenance/monitoring,so we will just submit whatever todays requirements are. Perc tests were performed by Peter McEntee witnessed by Donna in 1999. 1 was assuming I would need to do additional peres, but now I see they poured water in 2 holes at each site. He only logged 2 holes in the perc form per site, but on the plan he shows a test hole and a perc hole symbol at each location. Maybe that's just how he logs his peres? Regardless, if the Board approved it, I guess it's good to go. John O'Dea, P.E. Sullivan Engineering&Consulting, Inc P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) From: McKean,Thomas [mailto:Thomas.McKean@town.barnstable.ma.us] Sent: Monday,October 02,201712:48 PM To:John O'Dea <lohn@sullivanengin.com> Subject: Re:80&92 Jobys Lane Yes. In my opinion,they are not variances. It was brought before the Board for approval of the monitoring plan.Are you satisfied with the required monitoring plan from the Board from 2009? It was likely quarterly for two years back then. 1 Otherwise, Construction with the additional bedroom (with the nitrogen reduction technology) is allowed according to Title V. , From:John O'Dea Sent: Monday, October 2, 2017 9:52 AM To:Thomas.McKean @town.barnstable.ma.us Cc: 'Brian Dacey' Subject: 80 & 92 Jobys Lane Thomas, We have been asked to design septic systems for 80&92 Jobys Lane for Brian Dacey. The sites are located within the Estuarine,WP,and Zone II overlays. Our research has found that variances were granted by the Board for both sites in 2000 to allow 3 bedrooms with a FAST IA system. I have not found that these variances or IA approvals expire?? So,can we just apply for permits with revised plans meeting all of today's FAST requirements(which we are just completing for our project together at 218 Bumps River Road)? John O'Dea, P.E. Sullivan Engineering&Consulting, Inc P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) 2 44 Commerdal Street Ray.nham MA '02707 (6E}8)_880 0233 Fax �6{}8}880-7232� �` Octob.o 31;20.1-7 Mr. Bzia11,17aGey. 92 roby' Lane: Bai stable MA, 02630 Subject: $MWCrdKcs FAS Treattnen#S stez 92.Joby's Laue ,Barnstalile;�V1A near'mi.Duty Enclosed is the Tnspectiori&Testing Agreet Tent foi the FASTS'7'0 1- ept System to be: located at the above zefez;eneed address: The annual maintenance:cost of this agreement i"s,$770 0.p per yeRi Tl e cost for#lie his#;: yeRi's testing is$860 00: Thls:1 ilI need to%be,�naid I advanec to V4 astewate= Treatinent Services,laic. and returned with the si zzed`fnsnection &'Testing. Agreement-to, our Rayn°hani office nw iar4g,the order being nirocesjed Thank You;foi youi order..and we.look foyward w to Q*ing With you If yo,%rshould require any additional information please:da not hesitate to calf oz wine: Sincerely lVlzcliael Moreau; -' Please Itm cl-1 �ayabie"ta,• Wastewater Tr0a41 eirt Services; laic:, Amotntt Due: 1;030:OQ �I 1 SHE Town of Barnstable Barnstable Board of Health BARNSTABLE, 9 MASS. $ 200 Main Street, Hyannis MA 02601 i639.�fD h�� 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. December 4, 2017 Mr. John O'Dea Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: 92 Joby's Lane, Osterville, 16;994 Square Feet Lot, Secondary Treatment Unit A = 120-095 Dear Mr. O'Dea, You are granted permission on behalf of your client, Bruce Efron, to install an onsite sewage disposal system with secondary treatment, at 92 Joby's Lane Osterville, with the following conditions: 1) No more than two (2) 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) All of the conditions contained within the revised ten-page `Certification for General Use' document issued by the Massachusetts Department of Environmental Protection for the FAST treatment system, dated March 20, 2015, shall be strictly adhered to. 3) The system owner shall strictly adhere to Section IV, on pages 4 through 8 of the revised approval letter issued by the Department of Environmental Protection for the FAST treatment system entitled 'Certification for General Use' dated March 20, 2015. 4) The company shall strictly adhere to Section V on pages 8 and 9 of the revised approval letter issued by the Department of Environmental Protection (DEP) for the FAST treatment system entitled 'Certification for General Use' dated March 20, 2015. 5) The system designer shall strictly adhere to Section VI on page 9 of the revised approval letter issued by the Department of Environmental Protection (DEP) for the FAST treatment system entitled `Certification for General Use' dated March 20, 2015. 6) The effluent shall be sampled for TN quarterly during the first year, then a minimum of twice per year thereafter, at least five months apart with at least one sample taken between December 1 St and March 1st each year. 7) The designing engineer 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 approved engineered plans. Q:\WPFILES\OdeaBruce Efron92JobysLane2017.docx 8) The septic system components shall be installed in strict accordance with the engineered plans dated revised July 2, 2014. 9) Both the two bedroom deed restriction and the required Deed Notice (as required per page 9 of the DEP 'Certification for General Use' letter) shall be recorded at the County Registry of Deeds. Copies of these recorded documents shall be submitted to the Health Division Office prior to issuance of the certificate of compliance for the disposal works construction permit. This permission is granted because the proposed plan appears to meet the minimum standards contained within the State Environmental Code, Title V and local Health Regulations. Sincerely yours, Pau . an Chairman BOARD OF H ALTH TOWN OF BARNSTABLE Q:\WPFILES\OdeaBruce Efron92JobysLane2017.docx -P(a/J-e- FaK Sj -,� � u (Q 2 mil, iy1 moo MYL " DATE: Or FEE: yv * BARNgrABt e, MASS. 039. �� REC.BY• Town of Barnstable SCHED.DATE: ��ya Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION Property Address: -0 z 7 ab s Assessor's Map and Parcel Number: 1 dQ 0 J Size of Lot: ,3 Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: 1 1(X L 1 ccq Phone Did the owner of the property authorize you to repr ent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Y10 n�1rte(tyName: Name: Ohn �� sm, lCr Address: i�`1 cwCooL' Rd, Address:.i PkrytC,u . ostcN( Lt, wfez>mw i NO- dZLi Phone: Phone: l t/� �a`� �� EMAIL: 10 AVA' to tlin.ctY� VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more ace need' e\J'c J It NATURE OF WORK: House Addition LJ House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in S separate,collated packets. ,,,Please (5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. ,/ Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business 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 applicant's expense(for Title V and/or local sewage regulation variances only) Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). $95.00 variance request application fee collected (No fee for lifeguard modification renewals , grease trap variance renewals [same owner/lessee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC TOWN OF BARNSTABLE DFTHET� OFFICE OF i BAHHSTABL$ : BOARD OF HEALTH MASS. p - op s639. 367 MAIN STREET a MAY�`` HYANNIS, MASS.02601 March 15, 2000 James Miller, P.E. Miller Engineering Co. 21 Brook Street Seekonk, MA 02771 RE: 92 Joby's Lane, Osterville ' Dear Mr. Miller: You are granted a variance from 310 CMR 15.214, on behalf of your-client Richard Effron, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 92 Joby's Lane, Osterville, with the following conditions: (1) If two (2) bedrooms are proposed, the septic system shall be installed in strict accordance with the revised plans dated 2/10/2000. (2) If, two (2) bedrooms are proposed, the dwelling shall be constructed in strict accordance with the submitted (undated) house plans showing two (2) bedrooms on the second floor, with no bedrooms on the first floor. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (3) If three (3) bedrooms are proposed, the septic system and FAST system shall be installed in strict accordance with the revised plans dated on 12/22/99. (4) If three (3) bedrooms are proposed, the dwelling shall be constructed in strict accordance with the submitted house plans (undated) showing three bedrooms. (5) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling the number of bedrooms authorized. The deed restriction shall be signed by the property owner.•A copy of the recorded deed restriction shall be submitted to the Board of Health !2r to obtaining a disposal works construction permit. This variance was granted because the application meets the policy of the Board of Health in regards to the size of the lot. The Board has approved three (3) bedrooms on lots of less than 18,000 square feet if alternative-type systems are proposed. This lot is 16,906 square feet in size. Sincerely yours, Za� usan G. , R.S. Chairperson Board of Health Town of Barnstable 92jobys ' - Corrimonwealth of Massachusetts�.•u y .. ' Executive Office of Energy ,&Environmental Affairs uepartment of Environmental Protection One Winter Street Boston, MA 02108 Q 697-292-5500 Charles D. Baker Matthew A.Beaton Governor • Secretary Karyn E. Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics,Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: FAST Treatment Systems with Nitrogen Reduction including models MicroFASM 0.5, 0.75, 0.9, 1.5, 3.0, 4.5, 9.0, HighStrengtoASTO 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASM 0.5, 0.75, 1.0, 1.5, 3.0, 4.5, 9.0 (all hereinafter the"System") for facilities with design flows less than 2,000 gallons per day(GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of this Certification. Transmittal Number: X232831 Date of Issuance: December 29, 2010,revised March 20, 2015 Authority for Issuance: _ Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental Protection(hereinafter"the Department")hereby issues this General Use Approval to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee,KS 66227 (hereinafter"the Company"), approving the above referenced FAST technology(hereinafter"the Technology"or"System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company,the Designer, the.System Installer,the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. March 20,2015 David Fems,Director Date Wastewater Management Program Bureau of Water Resources I. Purpose This information Is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1.800439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper - Certification for General Use __ _ __. ____ --Page 2 of 10- - Bio-Microbics FAST<2,000 GPD Nitrogen Deducing 1. Subject to the conditions of this Approval and any other local requirements,the purpose of this Approval is to allow the use of the System in Massachusetts on a General Use basis. With the necessary permits and approvals required by 310 CMR 15.000,this Certification authorizes the installation and use of the System in Massachusetts. 2. The System may be installed for residential facilities with design flow less than 2,000 GPD where a system in compliance with 310 CMR 15.000 exists on-site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority; or by the Department if Department approval is required by 310 CMR 15.000. This Approval allows for the use of the System as an equivalent alternative technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. Non-residential facilities are not allowed under this approval.Non-residential facilities include properties with businesses and/or commercial establishments. 3. The technology shall meet or exceed the following effluent discharge requirements: • Effluent Total Nitrogen(TN)concentration of 19 mg/L(for 660 gallons per day per acre -gpda-loading) or 25 mg/L(for 550 gpda loading). • Effluent pH range shall be 6.0 to 9.0. • The System is approved for use at facilities with a maximum design flow less than 2,000 GPD. 4. The System Owner or the designated System Operator(or `Operator')has responsibility for oversight and sampling of the System if the property served was allowed to increase the discharge rate per acre above 440 gpda in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace,modify or take any other action as required by the Department or the local approving authority,if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. The Company is responsible for the approved technology as described below. H. General Description of the Technology and Design Standards L. The tank containing the FAST®insert is installed between the building sewer and the soil absorption system(SAS). The SAS shall be designed and constructed in accordance with 310 CMR 15.100- 15.279 and subject to the provisions of this Certification. 2. Technology Description-The FAST® system is an aerobic wastewater treatment system that utilizes a completely submerged fixed film process to treat organics and nitrify,and a passive recycle system for denitrification. Each model contains submerged media specific to the application. Microorganisms grow on the media and remove soluble contaminants from the wastewater,utilizing them as a source of energy for growth and production of new microorganisms. The FAST® system insert consists of a liner around the media and an airlift to provide aeration and mixing within the confines of the liner. The area outside the liner in the septic tank remains anoxic for denitrification and a passive recirculation system Certification for General Use __ _ _______ _. ,-__.-- __.__ page 3 of 10_ Bio-Microbics FAST<2,000 CrPD Nitrogen Reducing moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media.Treated effluent passes out of the aerobic zone of the-treatment plant through a pipe connected directly to a baffled quiescent area in the liner. Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: a The MicroFAST® 0.5, 0.75 and 0.9,HighStrengthFAST® 1.0 and NitriFAST® 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. a The MicroFAST®, HighStrengthFAST®and NitriFAST® 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. a The N icroFAST®, HighStrengthFAST® and NitriFAST® 3.0 is installed in a separate R tank constructed in accordance with 310 CM 15.226 and located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system(SAS). In this larger system, an additional recycle pump may be needed to send nitrified effluent back to the septic tank for added denitrification. Consult the Company for proper layout. a The NitriFAST®models can also be used for additional nitrification in series after the I, MicroFAST®models or HighStrengthFAST®models. In this configuration the tanks used for the NitriFAST®shall be constructed in accordance with 310 CMR 15.226 and meet the minimum dimensions and volumes required by the Company. a Flow equalization may also be employed prior to the FAST® system depending on the type of facility. Consult Company for proper layout. 3. All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System.No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection,pumping, or repair. Sufficient access for infrequent maintenance of the System treatment media and all other treatment works shall be evaluated, and addressed in the System design if necessary,by the designer. System control panel(s) including alarms shall be mounted in a location accessible to the operator of the System. 4. Wastewater Loading and Effluent Concentration Design Standards For new residential construction in an area subject to the Nitrogen Loading Limitations of 310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated nitrogen loading per acre is allowed for.facilities with design flow less than 2000 gpd with limitations as follows: • The design flow shall not exceed 660 gallons per day per acre(gpda)and the total nitrogen(TN)concentration in the effluent shall not exceed 19 milligrams per liter (mom-); or Certification for General Use _ _ _ _. _ Page 4-of 10__ Bio-Microbics FAST<2,000 GFD Nitrogen Reducing • The design flow shall not exceed 550 gallons per day per acre(gpda) and the total nitrogen(TN)concentration in the effluent shall not exceed 25 milligrams per liter (mom-)• • TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N(Nitrate nitrogen) and NO2-N(Nitrite nitrogen). M. General Conditions 1. The provisions of 310 CMR 15.000 is applicable to the use and operation of this System, the System owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance,,monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory,unless otherwise provided in the Department's written approval. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan,to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety,welfare or the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly,no System shall be upgraded or expanded,if it is feasible to connect the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. 6. Design,installation, and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000,subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System owner shall at all times have the System properly operated and maintained by a Company approved Operator in accordance with this Certification,the designer's operation and maintenance requirements and the Company's approved procedures. 2. The System is certified only in connection with the discharge of sanitary wastewater from facilities with a design flow of less_than 2000 gpd. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. Certification for General-Use _. .. . . ..._ Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections,maintenance,repairs,responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and Monitoring Requirements 4. System effluent total nitrogen(TN) concentrations shall not exceed 19 or 25 mg/L and effluent pH shall not be less than 6.0 or more than 9.0. Field test observations of dissolved oxygen(DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box,pipe entering a pump chamber or other Department approved location from the treatment unit. 6. Inspection, operation and maintenance(O&M), sampling, and field.testing of the System required by the Approval shall be performed by a Company approved Operator who has been certified at a minimum of Grade Level 4(four)by the Board of Registration of Operators of Wastewater Treatment Facilities,in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. Prior to commencement of construction of the System, the System Owner shall provide to the local approving authority a copy of a signed O&M Agreement that meets the requirements of paragraph IV(8). 8. The System Owner shall maintain, at all times,an O&M Agreement with a qualified System Operator approved by the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of a System Operator who is an approved System Inspector in accordance with 310 CMR 15.340 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV(9) and(12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV(13) and to the local approving authority in accordance with paragraph IV(14); and d) In the case of a System failure, an equipment failure,alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days,.describing corrective. measures taken,to the System Owner and the local board of health. 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph II (4): I� Certification-for General Use _.._ _ ___.__. _ _ ..._ __......_._.........page 6 of 10 _ Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled for at least the TN parameter quarterly for the first year, then a minimum of twice/year thereafter, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed per paragraph IV(11)below, and as determined necessary by the System Operator. See DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies. htm#tSpols. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV(10). b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice/year.At least one sample,must be taken 30 to 60 days after each seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample.Field testing shall be completed per paragraph IV(11)below, and as determined necessary by the System Operator. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV(10). c) Systems in operation prior to issuance of this Approval,which have received approval of sampling reduction from the Department may continue with that System monitoring frequency. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. TN is measured as the total of TKN(Total Kjeldhal Nitrogen),NO3-N(Nitrate nitrogen) and NO2-N(Nitrite nitrogen). 10. Flow Metering: _Reporting of.residential System water use is not required,however it is recommended the Operator record water meter readings if available at all inspections,or otherwise estimate System flow,to assist in addressing possible operational problems or issues. Flow measurement when recorded shall be based on: a) actual metering data of wastewater flow to the System or actual water meter data of flow to fixtures that discharge to the wastewater system; or b) actual water meter data for the total facility with either actual meter data or estimated flows for non-wastewater usage subtracted from the total facility water usage. If estimating the wastewater portion of metered water usage,the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such as pump run times, occupancy rates, adjustment due to seasonal outdoor watering use, etc.; or c) for Systems installed under a prior Approval that did not include a wastewater flow data reporting requirement,if no flow meters are available,the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such pump run times, occupancy rate, etc. 11. Field Testing: Temperature,turbidity,pH and DO shall be measured and recorded in the field whenever the effluent is sampled for TN. See applicable sections of the Department's Field Testing Protocol at http://www.mass.govldep/water/laws/ policies.htm#tSpols. Certification for General Use - _-. r _ ---- .. _ _ _-___ _page 7-of 10 Bio-AZicrobics FAST<2,000 GPD Nitrogen Reducing 12. At a minimum,the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; b) in accordance with the approved O&M manual,the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. Recordkeeping and Reporting 13. Within 60 days of any site visit, the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. It is recommended the System Owner and Company maintain copies of these items for possible Department audit. The O&M report shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses,wastewater flow data, field testing results and inspection checklists; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 14. By February 15th of each year the System Owner or the System Operator if designated by the owner, shall submit to the.local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303,the System Operator shall notify the System Owner immediately. 16. Upon determining that the System has failed, as defined in 310 CMR 15.303,the System Owner and the System Operator shall be responsible for the notification of the . . local approving authority within 24 hours of such determination. 17. The System Owner shall notify the Approving Authority and the Company in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of the O&M Agreement required by Paragraph IV(8). 18. Violations of the TN concentration in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in Paragraphs IV(16) and(8). 19. The System owner shall provide a copy of this Approval,prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof,to the proposed new owner. Certification-for General Use- _._ __ _..____ . _ __ _. ---Page-8-of 10_ _ Bio-Microbics FAST<2,000 QFD Nitrogen Reducing 20. The System owner shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. 21. Prior to issuance of a Certificate of Compliance of the System, and after recording and/or registering the Notice required by 310 CMR15.287(10),the System Owner shall provide to the Local Approving Authority a copy of. (i) a certified Registry copy of the Notice bearing the book and page/or document number; and(ii)if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 22. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property,including any possessory interest,the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a. copy of the Approval for the System. The System Owner shall send a copy of such written notification(s)to the Local Approving Authority within 10 days of giving such notice to the transferee(s). V. Conditions Applicable to the Company 1. The Company shall notify the Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them.All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. 2. The Company shall develop maintain and update as necessary the following: minimum installation requirements; an operating manual,including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 3. The Company shall institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make available the list of qualified operators by February 15th and make the list known to local approving authorities,the Department and to users of the technology. 4. The Company shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. 5. The Company shall include copies of this Certification and the procedures described in Section V (3)with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System,the Company shall require the distributor or re-seller to provide each purchaser of the System with copies of this Certification and the procedures described in Section V(3). Certification-for General Use ___ _ _ _ __ _ _ Page 9 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 6. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists from each installed System shall be maintained by the Company or its designee for possible Department audit. 7. If the Company wishes to continue this Certification after its expiration date,the Company shall apply for and obtain a renewal of this Certification. The Company shall submit a renewal application at least 180 days before the expiration date of this . Certification,unless written permission for a later date has been granted in writing by the Department. This Certification shall continue in force until the Department has acted on the renewal application. VI. Conditions Applicable to the System Designer 1. Upon submission of an application for a DSCP,the Designer shall provide to the local approving authority: a) a certification, signed by the owner of record for the property to be served by the System, stating that the property owner: i) has been provided a copy of the Approval,the Owner's Manual, and the Operation and Maintenance Manual,if applicable, and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's costs associated with the operation including,when applicable: power consumption,maintenance, sampling, recordkeeping,reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders,the restriction is understood and accepted; vii) if the design is for an upgrade of failed or nonconforming system, the System Owner has been provided a copy of the evaluation of the existing system; viii) whether or not covered by a warranty,the System Owner understands the requirement to repair,replace,modify or take any other action as required by the Department or the local approving authority,if the Department or the local approving authority determines that the Alternative System is not capable of meeting the performance standards; and b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VH. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Certification for General-Use _ _ ...... ___..... Page 10 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing Director Wastewater Management Program Department of Environmental Protection, One Winter Street- 5th floor Boston,Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend,.modify or revoke this Certification for cause, including,but not limited to, non-compliance with the terms of this Certification, non-payment of the annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification,or as necessary for the protection of public health, safety,welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take,any enforcement action authorized by law with respect to this Certification and/or the System against the owner or operator of the System and/or the Company. Transmittal:X232831(formerly W101238) I r . . . ........ .....__ ............... .. .. at p y 7 'y October 301:20`:i'7' Jo.hri O'Dea,P.E:_ Sullivan Eli hovering;&Consulting,Ix c.. PO.80?x 659 Ostervalle,MA'02655 Re 92 Joby's bane,Ostery ill e Dear John, This letter certres that I,have been povxded acopy of the FAST System approval;'the owner's mapuat .. and operation and maintenance manual,and Iragree to complywith all terms and conditions,.and have been informed of all the costs including.power,maintenance;sampling,recordkeeping,reporting,and equpment:replacement understaind the requirement for a service contract,will provide a deed notice,will .provide notifieation.of approval;to any new owner,there will not lie agort4age grinder,and understand the requirement to repair,replace,modify or .take;.any other action.'as required by the Department or the local approving authority,if it is detertnined that the system;us not.capable of meeting the,perfbnnance standards: Sincerely„ ian T cey,Presrdent Bays a Building,:Inc.. PQ Box9.5 Centerville,MA►Q2632 I _._.. ��12'd'1 ;�`P,��✓,/Stl7.�'P,lll,/CIL'/'YI��tS`> c flG• .._.. _. 4.4 00m.merciai`Street Raynham MA 02767 Tel; (508),880.0233 . fax:{508� 880 7,232 October 1.1 2017 W; Bran Dacey 92 Jaby's Tane Baistable MA 02630 Subject: B +oMicrobics FAS '�' "Treatment Systetn: 92;Toby's Lane;Barzslable,NIA Dears r' I3acey Enclosed is the Inspeoton&Testing Ag�eenlerit for the FAST'Treatment Sys#em to be located at the above referenced address: i Tbe:manuat twfatenance;cost of pis.agr";pm nt is$770 0.0 pet yeas Tlie cost fog.tie fi st: yea ':s testing is$860.0t}. This:iyl11 need to be naxd'in advance to waste Treatine»t Services,Tnc. anal:iretuiried with the sirietl` nsneetian &Testin>r Air-eemenfi to our Ra. ireax�a vifice n �ior to the Oda being»racessecl. Thank you#`oi yotu order and we look f©rvyatd to;wof 449 wi#lx,you, If you;shoiild; iettuire any additional rifoi 'At on:please da trot hesitate tQ call of `write: Sincez-ely, , MxcFiael 7.Vloi�eau Ple��e tts[ce:cliecic.�Ayable tart Waste�vate� Treat�neit Services, I�Ic Amount Due: 1,6300 s Failure fo retu n payl rent may resrtlt rrt sttspensian of service,cancellation oftlre cat fiact ai d/or nullification of vacant es;.af.:tlre election of WTS; OWNER ri ay.not assign tliis contract witliort#the pr or wkitten consent of` °ttVTS It will rernam t force:tJnttto pat ty cancels by tivritterz notice to;tlre other at tho,wdress gtvon 1 , ii . MANUFACTUREit MODEL NO, ;SERIAL`NO._; - LOCATION ANNUAL RATE: PERMIT Bro-lYfcrobics M1coJFAST Ias'i�stable MA770 00` General-Derrite Iiiehtdes(4)Field Tests EOWMENT.OWNER 'V4�:asteiviter Ti eafrnent el vices Ile., `Signed by OWNNR Man Dacey Srgtred;: 4tAddress: 9.2 Joys Lane 44 Coiniherc Ial StOget Raypliam,MA 02767 Tele (508)880-0233: *:City; State: Zip1. FAX,(508)8807232< Barnstable: IVtA- (i2G30` Teleplione> Effective DAte of Agi eenig►lt, E tuail address: QWN )ft understaticls drat(1)ANTJUAL RATE,paytnettt is for one year only comme iettig od the effet true date;sef: far th above and is non-refundable; and (2)Cur retit:DEP Regulations retjnl it: Q"S�VN 1 fio.rna ritai l a service agreerrieirt fortlie life oftheTAS'T Systetit,and{3)ANN[7AL;RATE is subject to change based on crttretit WTS rates, THAW. THE FOREGOING; "$rgned.by O`WNEt ' &Id Testing d o: tOnsttefesttng.will beperfoiine pA 01, f fsy hereafer Regults will be used to demansti:ate that the sjrstems orO opeiatlrrg at a secondary.treatment standard of 30 rn ,L of GODS.and TSS, Th f,i410wing will:be perfotrned:' t) Vlsual exammxfl of the eff)tretit for color;turbidity aq:effluent.solids. 2) Effluent pH to determine if thetivaste:watea is between 6 an 9 standard 011.1 % �.} T)issolvetl:Oxygen,2tr1 f;/i,or:m.ore,ti ensure`.that tl}e system is opet atirrg a) Turbidity, less than or.eclua1 to 40 NTU,. If else efftuent does riot.meet e£fltiertt gtrality stars& ds,a`grab sample}will be:collected fbf laboratory anaiysl : Results opt to state and local Agencies as welt as the OWNUR, OWNER is responsible for pioviditrg Rceeptable access to effluent for�'ileld testing a id/ar•-to enable;a grab:samlile;to bt taken fc t laboratory testing performed. If such laboratory sample is required,:OWNER will be responsible for charges i tcurre{, IF REQ.0WIT -lb T�X COST T:OR Tail ADDITIONMAEST Will B*$206,,OWI$k : I'ffluent Testiiit Mate iqutretit'ettts are four( )grab satrapies per.year for the first y_eat and 2 dines pei'year"tliereaftei for Nitrate; Nitrite,and TKN at;a,cos#of$2I5.0,069t. *Approval for Testlrig Owners Signature OOet atox assigaretl : IVliclael Nor Batt `fOepiroir+e f50S:)_880 0233' ' . 21 rWk:SVt*et f I " Lane, OsterWe Dear Mr. "111 � .� off' --U -digit. ha M �w tarn , rM, rv , tiposal System,OV92 It ��i$rt YOU Ore'grntc ct Lam w r'with'the'' s Ms p � the Septic System' � pis a InstalStriCt +I ,« W 4f E _th , with -bedrooms on the fir St f'1` r. G S, S dY r r� O) ed l n € sWjar- n : " I'e � _ 6 71 w ,. MaiUS R (3), It wme(4 ms are,p opiii . sept sus AirFAVIr jr;sir accordance With the,revue plahs dated o nw 11 £ . 4) If bedrooms are proposed, the flings all, bd cons-- hucted In, t -- . The-ap ficant shall : . " pe�� t g �� � Y 016'I Regis of Deeds firm the rolling the inu.mber of ballrooms authorized. The mstdcOon shaft sig ►y,, a�� pa o r..., AI CO �Of k�l$ ,;r _ (,dam de- Oatd of regards to the size of thelot Via' r s approv tht 4 3 brooms on lots of le 1811 square a feet 1f aJf a va* ,,Mx � 3 ° " pul. V quate size. " 9 Sincerely oursi Chairperson r >> OMsbLb . ° y.. i oyside Building,; Inc.. TO October,30;,2017 John O'Dea,P.E: S illivan.Engineering&Consulting,Inc..: P6Box 659 Osterville,Mt102655 Re;92 Jaby's Lane,Osterville Dear John, This letter certifies..that I.have been,provded a copy of the.FAST System approyal,;the owner's manual; and operation-and:maintenance manual,and`I:agree to complywith all terms and conditions,and have been informed of all,the'costs including power,maintenance;sampling,recor- eeping,reporting,and equipmeritreplace nent,uziderstaw e;requiro men for a service contract;will provide a-dee l notice,will provide notification of approval to any new owner,there will not be a,garbage grinder;and'understand the requirement to repair,replace,modify.ortake any other aM n as.required by;the.Department'ortbe local; :approving authority ifit its determined that fhe:system us notcapable of meeting--the performance standards: Si cePel"y; ion T. cey,President Bays a Building;:inc, A.O Box`95 Centerville;NIA U2632 i I Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department Zvi r Protection One Winter Street Boston, MAC 2108®617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E. Panto Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 i Trade name of technology and models: FAST Treatment Systems with Nitrogen Reduction including models MicroFASn 0.5, 0.75, 0.9, 1.5, 3.0, 4.5, 9.0, HighStrengthFAST® 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASM 0.5, 0.75, 1.0, 1.5, 3.0, 4.5, 9.0 (all hereinafter the "System") for facilities with design flows less than 2,000 gallons per day(GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of this Certification. Transmittal Number: X232831 Date of Issuance: December 29, 2010, revised March 20, 2015 Authority for Issuance: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection(hereinafter"the Department") hereby issues this General Use Approval to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter"the Company"), approving the above referenced FAST technology(hereinafter"the Technology" or"System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company, the Designer, the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. March 20, 2015 David Ferris, Director Date Wastewater Management Program Bureau of Water Resources I. Purpose This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:wwal.mass.gov/dep Printed on Recycled Paper Certification for General Use Page 2 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 1. Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval is to allow the use of the System in Massachusetts on a General Use basis. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the installation and use of the System in Massachusetts. 2. The System may be installed for residential facilities with design flow less than 2,000 GPD where a system in compliance with 310 CMR 15.000 exists on-site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority; or by the Department if Department approval is required by 310 CMR 15.000. This Approval allows for the use of the System as an equivalent alternative technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. Non-residential facilities are not allowed under this approval. Non-residential facilities include properties with businesses and/or commercial establishments. 3. The technology shall meet or exceed the following effluent discharge requirements: • Effluent Total Nitrogen(TN) concentration of 19 mg/L (for 660 gallons per day per acre -gpda- loading) or 25 mg/L (for 550 gpda loading). • Effluent pH range shall be 6.0 to 9.0. • The System is approved for use at facilities with a maximum design flow less than 2,000 GPD. 4. The System Owner or the designated System Operator(or `Operator')has responsibility for oversight and sampling of the System if the property served was allowed to increase the discharge rate per acre above 440 gpda in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace,modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. The Company is responsible for the approved technology as described below. II. General Description of the Technology and Design Standards 1. The tank containing the FAST® insert is installed between the building sewer and the soil absorption system(SAS). The SAS shall be designed and constructed in accordance with 310 CMR 15.100 - 15.279 and subject to the provisions of this Certification. 2. Technology Description- The FAST® system is an aerobic wastewater treatment system that utilizes a completely submerged fixed film process to treat organics and nitrify, and a passive recycle system for denitrification. Each model contains submerged media specific to the application. Microorganisms grow on the media and remove soluble contaminants from the wastewater,utilizing them as a source of energy for growth and production of new microorganisms. The FAST® system insert consists of a liner around the media and an airlift to provide aeration and mixing within the confines of the liner. The area outside the liner in the septic tank remains anoxic for denitrification and a passive recirculation system Certification for General Use Page 3 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media. Treated effluent passes out of the aerobic zone of the treatment plant through a pipe connected directly to a baffled quiescent area.in the liner. Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: • The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTO 1.0 and NitriFASTO 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. • The MicroFASTO, HighStrengthFASTS and NitriFASTO 3.0 is installed in a separate tank constructed in accordance with 310 CMR 15.226 and located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system(SAS). In this larger system, an additional recycle pump may be needed to send nitrified effluent back to the septic tank for added denitrification. Consult the Company for proper layout. • The NitriFASTO models can also be used for additional nitrification in series after the MicroFASTO models or HighStrengthFASTO models. In this configuration the tanks used for the NitriFASTO shall be constructed in accordance with 310 CMR 15.226 and meet the minimum dimensions and volumes required by the Company. • Flow equalization may also be employed prior to the FASTS system depending on the type of facility. Consult Company for proper layout. 3. All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System. No structures shall be located directly upon or above the access locations which could interfere with performance, access,inspection,pumping, or repair. Sufficient access for infrequent maintenance of the System treatment media and all other treatment works shall be evaluated, and addressed in the System design if necessary,by the designer. System control panel(s) including alarms shall be mounted in a location accessible to the operator of the System. 4. Wastewater Loading and Effluent Concentration Design Standards For new residential construction in an area subject to the Nitrogen Loading Limitations of' 310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated nitrogen loading per acre is allowed for facilities with design flow less than 2000 gpd with limitations as follows: • The design flow shall not exceed 660 gallons per day per acre (gpda) and the total nitrogen(TN) concentration in the effluent shall not exceed 19 milligrams per liter (mg/L); or ^ I Certification for General Use Page 4 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing • The design flow shall not exceed 550 gallons per day per acre(gpda) and the total nitrogen(TN) concentration in the effluent shall not exceed 25 milligrams per liter (mg/L)• • TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). III. General Conditions 1. The provisions of 310 CMR 15.000 is applicable to the use and operation of this System, the System owner and the Company, except those that specifically have been i varied by the terms of this Certification. 2. Any required operation and maintenance,monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory,unless otherwise provided in the Department's written approval. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the.Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly, no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. 6. Design, installation, and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System owner shall at all times have the System properly operated and maintained by a Company approved Operator in accordance with this Certification, the designer's operation and maintenance requirements and the Company's approved procedures. 2. The System is certified only in connection with the discharge of sanitary wastewater from facilities with a design flow of less than 2000 gpd. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. Certification for General Use Page 5 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections,maintenance, repairs,responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and Monitoring Requirements 4. System effluent total nitrogen(TN) concentrations shall not exceed 19 or 25 mg/L and effluent pH shall not be less than 6.0 or more than 9.0. Field test observations of dissolved oxygen(DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box,pipe entering a pump chamber or other Department approved location from the treatment unit. 6. Inspection, operation and maintenance(O&M), sampling, and field.testing of the System required by the Approval shall be performed by a Company approved Operator who has been certified at a minimum of Grade Level 4 (four)by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. Prior to commencement of construction of the System, the System Owner shall provide to the local approving authority a copy of a signed O&M Agreement that meets the requirements of paragraph IV (8). 8. The System Owner shall maintain, at all times, an O&M Agreement with a qualified System Operator approved by the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of a System Operator who is an approved System Inspector in accordance with 310 CMR 15.340 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV (9) and(12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV(13) and to the local approving authority in accordance with paragraph IV (14); and d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days, describing corrective measures taken,to the System Owner and the local board of health. 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph 11 (4): Certification for General Use Page 6 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled for at least the TN parameter quarterly for the first year, then a minimum of twice/year thereafter, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed per paragraph IV (11)below, and as determined necessary by the System Operator. See DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies. htm#t5pols. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV(10). b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice/year. At least one sample must be taken 30 to 60 days after each seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample. Field testing shall be completed per paragraph IV (11)below, and as determined necessary by the System Operator. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). c) Systems in operation prior to issuance of this Approval, which have received approval of sampling reduction from the Department may continue with that System monitoring frequency. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). 10. Flow Metering: Reporting of residential System water use is not required,however it is recommended the Operator record water meter readings if available at all inspections, or otherwise estimate System flow, to assist in addressing possible operational problems or issues. Flow measurement when recorded shall be based on: a) actual metering data of wastewater flow to the System or actual water meter data of flow to fixtures that discharge to the wastewater system; or b) actual water meter data for the total facility with either actual meter data or estimated flows for non-wastewater usage subtracted from the total facility water usage. If estimating the wastewater portion of metered water usage, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such as pump run times, occupancy rates, adjustment due to seasonal outdoor watering use, etc.; or c) for Systems installed under a prior Approval that did not include a wastewater flow data reporting requirement, if no flow meters are available, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such pump run times, occupancy rate, etc. 11. Field Testing: Temperature, turbidity,pH and DO shall be measured and recorded in the field whenever the effluent is sampled for TN. See applicable sections of the Department's Field Testing Protocol at http://www.mass.gov/dep/water/laws/ policies.htm#t5pols. Certification for General Use -Page 7 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 12. At a minimum, the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. Recordkeepin and nd Reporting 13. Within 60 days of any site visit, the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. It is recommended the System Owner and Company maintain copies of these items for possible Department audit. The O&M report shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses, wastewater flow data, field testing results and inspection checklists; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 14. By February 15th of each year the System Owner or the System Operator if designated by the owner, shall submit to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 16. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving'authority within 24 hours of such determination. 17. The System Owner shall notify the Approving Authority and the Company in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of the O&M Agreement required by Paragraph IV (8). 18. Violations of the TN concentration in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in Paragraphs IV (16) and (8). 19. The System owner shall provide a copy of this Approval,prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof, to the proposed new owner. Certification for General Use Page 8 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 20. The System owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 21. Prior to issuance of a Certificate of Compliance of the System, and after recording and/or registering the Notice required by 310 CMR15.287(10), the System Owner shall provide to the Local Approving Authority a copy of. (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 22. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of giving such notice to the transferee(s). V. Conditions Applicable to the Company 1. The Company shall notify the Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 2. The Company shall develop maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 3. The Company shall institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make available the list of qualified operators by February 15th and make the list known to local approving authorities, the Department and to users of the technology. 4. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 5. The Company shall include copies of this Certification and the procedures described in Section V (3)with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require the distributor or re-seller to provide each purchaser of the System with copies of this Certification and the procedures described in Section V (3). Certification for General Use Page 9 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 6. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists from each installed System shall be maintained by the Company or its designee for possible Department audit. 7. If the Company wishes to continue this Certification after its expiration date, the Company shall apply for and obtain a renewal of this Certification. The Company shall submit a renewal application at least 180 days before the expiration date of this Certification, unless written permission for a later date has been granted in writing by the Department. This Certification shall continue in force until the Department has acted on the renewal application. VI. Conditions Applicable to the System Designer 1. Upon submission of an application for a DSCP, the Designer shall provide to the local approving authority: a) a certification, signed by the owner of record for the property to be served by the System, stating that the property owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual, if applicable, and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's costs associated with the operation including,when applicable: power consumption,maintenance, sampling, recordkeeping,reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; vii) if the design is for an upgrade of failed or nonconforming system, the System Owner has been provided a copy of the evaluation of the existing system; viii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the Alternative System is not capable of meeting the performance standards; and b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VII. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Certification for General Use Page 10 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing Director Wastewater Management Program Department of Environmental Protection, One Winter Street- 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including,but not limited to,non-compliance with the terms of this Certification, non-payment of the annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take,any enforcement action authorized by law with respect to this Certification and/or the System against the owner or operator of the System and/or the Company. Transmittal:X232831 (formerly W101238) McKean, Thomas From: McKean, Thomas Sent: Tuesday, November 21, 2017 9:09 AM To: John O'Dea (John@sullivanengin.com) Subject: 80 Joby's Lane and 92 Joby's Lane Please rescind the approvals(s)for the disposal works construction permits/building permit approval(s) for 80 and 92 Joby's Lane due to the fact that only two bedrooms will be allowed with I/A systems at each parcel, not three bedrooms. The written Board of Health approvals, allowing for three bedrooms, were issued during the Title V transition years (March 15, 2000) but are no longer applicable. The written approvals expired in three years.This information was confirmed by Brian Dudley this morning. i 44 Cnmmvrciaf street. Raynham, MA- 0276.7 .... Tal,: 069)SQQ 0283 FaX:.(508) 680.79$2 November I,2017 Mz ,$ Dacey' 80 Joby's;°I;ane Barnstable,MA 02630 Subject: BioMtcrobxes.FAST Treatment Syste m 80 Joby-,s Lane;B- gn table,MA; Deal:Mz.Dace Enclosed is:the Inspection&Testuig Agm m0- for theTieatinent Systejn to be located at the above referenced add ess<. The annual rtairrtenance cost of this:agteerient is �770,00 pei.year. Tlie cost for the fist yee :'s testing is;$:$60 0':0. This will`need,to he paid in oclvance to 'V oteWa0 Ir en'tnient:SRy cai Inc, anti:returned Sv tli the sisned Inspection c& lee in Agreeineaxt to our Raynliam office t)rior to the or beini processtd Thank you 'oX your order and we Igok foi iarti to yvor mg with you :Ifyot .should �equire any addi,ionsl' or do,please:do net hesitate to Bail or write, Sincerely., Michael Moreau' �� - Please mflke;cltecii yauli j, Waste t4di Treatment Setv�ces,Inc.., Ani D4 4 Due 1,63U OU i .... as.� a#x� JMiz�irfe�r,� 44 Commercial Stroet .1ayowp MA: 0?707` NSPE TXON AND`Ttu STING AGREEiV[lvl�l7[":; AgtaeOlen,,eirtered;. ilto bysnd between V4JastewaterTreatmwit Se vices,Xne,(lieiern called W'TS)And:the FAS`)(`9 Systean OWNER(lierein'aal.led OWNER)foi•the inspection TS by W afcertain equipment of OWNER Nyhelt rs cieser rbed; O-ONY Upo»acceptance of this agteetiient at WTS's oft;ce,WO::will render the foilaivina services only;. f E ptipnleot ivrll Be inspected at Least 4 tir3 es per-year fOr the first year(then:reduces to 2(lilies}tvttll tlle:fi'st; nls ectiDps:beginr1111g ,. These inSpeCtrons will'we,ude, 1) Testing of the sludge depth its the septic;tank.. 2) tnspectton,. owes testii g.artd clean/replace itttt ke.filter of tlte.arr blower:. 3� bisf ecttowoftl e alalrm system;. 4) Inspect overall condxtiot of FASTW SysterA.. 5), Notify OWNER of My proWetrrs encountered.; G):. Service otiei than routrrle>nauttenance iytli be:brtled:at an hoivly rate,plustlavel and parts.: WTS;;slltlll.nottfythe local Boar d of Hea(tli.ani I}epar ltnent of Ertviconruerit ) Pro#ectrorl-:ill writing wrtll 6.2 ` hours Of a systolll failure or alarm event including corrective treasures that Have been taken. OWiVE ll be billed standard WTS charges far any parts use.di ul reports of tnaiiitenarrce, Any addrt opw tabor, titne.tivitl be b tled,to the OWNER:at cur•eat labor rates:of$80 00 .pr. lotus l mergengv service�betvveeti';reguI' rnspectrons will be,prpvrded at standard labor rates during normal business; liotirs;at tithe and Dire-1�atiF Rftei�5 00 t'M and ov Satttr'days;atttl at ciottble tiitae on S indays.;an. 1i.Jidays;. nle�'gency service:ctrarges NviII mefude a iuitiirnutu:foiu (4}hoo s.df labor; talus stAitdat0.. charges for pants, plus itrileage and ti ayel chat;es 7'lie antruai rate-includes routine lllaintenatrce, but:does.riot rnctude repairs: required for damages caused by'abuse,aceident,theft;acts Ofthrr d pet`sans,forces of nature,ar aiterattoras made:to: the egt(iptxteiif VT sliali i�ot be rQspo�Bible for`fatlttie:to rend Elie agreed:services if.caused bystrrkes;lavdr disputes,rlon=cooperation by OWNER,or,other factors beyoud the,cotrrrl oF,WTS.. O'4'WNER understands and agrees MAWS is not respo Mble for spcc'iat, incidental or consequential damages; rnclirdiug butaiot liirited to loss of time,_iiju to person at prapet ty,or equipment far tire. OWNER"..agirees tlxat WTS way enter O WNEIt's pr oper�y and itaye acceptable access to all areas;decried:by 'WTS to be necessary`or appropriate far WTSto perform its duties tleieuuder: Cu r relit XrVT`$practi.0e is to send O VWNER approximately 10 days before expiration of the term ofthe oti ter t contract ail invoice for ono`year a€service. it ts;OWNI;R's.responsrUrlity to timely 'etut n the payment. 'WTS mast reeetve:the payment"Before expn'ation of the eur►.erlt contract year to assure conttnua is contract co erage Pttaltzre to ieftna t»yinent izay tes ilt in tz. Set e t idot i�lltfcattoo#suspops oa vvfirit3ttties;at the elechoi of WTS. OWNER►nay not assign flats cotq,iact without the pi of written Coilseitt oaf VV S. Ir will teitla 0o foNo uiltil a early c.owejs by�xi itteit tlotice.'to the other at#lie addiqss given heteiia.. lvIANUkACT t1I111 MODEL NO SFRIA'L lVQ_ IOCATIC)N ANNUAL RATE . PERMIT` .. Bto-;MJ obits MictoCAS'I' Bumstab.Ie MA 770 00- Getzei'a! Detiite_ Titcicides(4) Field Tests I;(?TJ PANT OWNE4 WInstewater Ti e:�tttteztf;Sez vices Lac:... Sz ieti xA.d�it�ess 80 JoC y's Litre: 44 c6th -z�c al Street Iiaytzllatn,IVIA 02767 Tete ('508)880 0233 State Zip Fax (508) 8$0 7231 BRtt�stt�kile MA-. 62630: Tele .Norte:.. ' _. EffecCiye pate ofAgieeiteEtt`. . E tnai address; OWNIt;R detstancls tlaar(:t) ANNUAL RA l~P payineitt is fwtt:one yeai only:cotnri eiacuyg ou the effective date set forth above:and is Wort ieftiudable,.aud(2)'CutteW llEE Itegulattorts iegnite�WN�IItO'I1lairltaEi R SetVICe: agieetne►rt fai the rife of the TAS Systonzh and: ANNUAL RATE is sub3at to eltaitgo based:iir curt ent WTS fates.,: AAV : Ali A U L>rtS 'AND M FOI2�GC)I�lf :., - i Si gt ed by a'VVN. Ef r°'w rMBI lTesfing t�irsit testing:tvtll be;wet fottned q:ttaz fei ly for the n st year All s Ito leitransttate t(ta Itre systems:Rie opei�itittg%at a seeon...ar fi'ea to following wilt be peeioitned: 1) Visuat exa1.mi atian of the efftiient fo colon,turbi 2) Effluent pH to deteizttute if ilia waste.�vatet is be, 3) D ssolveti'Oxygen,2nrg/I;ot�ind e,to.ezzsure.tha 4) Turbidity,less 4"oz equal to;40N't'U. Tf the eft, Ot:does:not meet effluenf grtali aids,R gi-A Restilts sent to state a id to I Ageatcies as_wall as the U'UVI�II able' access fo effluent foi Feld testing and/ot to enable a gialx.salr r j CO If Al such lal oiatoiy sainP:.q is iecl[iited, Q YN will be tespou GQST' OXt THIS ADDITIONAL T.ESx)<N+ a , ffl bent Testi iitr State t'ecjunetr,errts aiefont (4.)grab samples l�e� yeatF°for tlr afe, Nitrite;:atld TKN at:a cost of$2l 0Oltest. IIApproVat fats Testttg: - { .. .... �ikj$iY+ Owirei's 5igiiattu.e k, C)Iiez l or assignetl kWlael word it. Tel:ePlMme. [508J.$$0- 233 ,J M Fniltrre#aaettur�'psyruenttnay result r `strsper srorr af'set -ice 04I)c$Ilatior of the Corrtract and/ar nti111tication_af �vari unties;at the alectron of WTS. .0 WiVFTt tnay not assign this contract wrtholt the pitior writte»co��sent af' TS 1t will rertri ir}fofce unfit a party oaieels byvritteii'riotice;#o.the a#her at th ddrsss given heieii>. MANUFACTCJItER MODEL NO. SERIAL NO_ LOCATION ANNUAL RATE PERMIT Bio-lvltcrobics M�croFAST Banistable MA: $770 00 Genera( Detarte; includes(4)Field Tests: 92T7IPIYIEIVT OWNER: Wastewater '1<i eritrnerif Services:)CIiC:. S#gted by OWNER. ` Brian Dacey Sigiee ' �Addiess;: $4 Joby's Labe: 44 Cot inervrai'Steet Raylz)larn,MA-027t} Te1e: 508);880-0233 "Crtyt ?State: Zip. Fax: 0101- 4 8$0 7232' Bains"table MA 026' Telepliorie Effective Date ofAgieernetit E mail address OWNE12 urrderstttirls that`(1) ANNUAL RA'ITE payment is for one year on ly:coinmenctrag oir fife effective date set forth above and is non refto dabie; acid(2)CurreEtt DEP Regu`latiorrs;require OWNER to tnaititaiii a service. agreement far the life of the FAS: Systewt and(3)ANNUAL RATE rs sti.b}ect to cliattge based on 60frent W'TS rates,: )l FIAVED A1VA U E1tS 'AND TEE FQRFGtING., Signed by UWNFR. O»site.testirlg:tivill be per fornied guar terly for the fii st yeai a it12 times per yeke theieaft€i': Results will:be used to demonstrake,that�he systetris are open ati{g at a secondiicy hreatinent standard of 30 mg/L of BODS and TSS 1'lie f6160ing will be.;performed: l) Visuai exairritintioir of.;the efflirerit foi cofor turbidity arrd effltreut solids;; 2) Efflue»t pH 6D detero ilte if kite waste ivatei�.is bettv0. .6:attd 9 standafd ua its:. 3) D ssolved"Oxyge»,2mWL oil more,:fo eirstrre that:tlre system is operarirag 4) Turbidity, less than or;egtrai to�10 N`I'U. if the eftltrei t;does not meet effltrettt quality standards;a grab minple tivrll be coileoted foi Gabor story a»cllysls Resirl#s seat to state and lacsl Agea caes as,rvell,othe 4'WNI�R. OWNER is;respoitsible for providing acceptable access#o effluent foil.field testing andlor to enable a grali sample to be taken For laboratory testing pet formed. If such lAboratory sample rs tegtn�ed;:pVVN)GR�viil be responsible fai charges incurred WR)CQtIIRED T :COST FOR THIS:ADDYTIONALUSTZ $200.OQXVIS�`X' :>Cfflatert'Testi iisr State ecltru ernents ice font (4}gr orb samples pet yeaf for the first year and 2`;tiines per,yeas #herciafter for Nitrate, Nitrite;,acid TI-N at A cost of$215�.00/test. `Approval fol�Test'rig:. Otivier's Sigaatar;e Oper ator assigned M eGael Mareatt Tole l>orie; 081 880-0233.'_ Stanton, David From: Stanton, David Sent: Tuesday, November 21, 2017 11:15 AM To: John O'Dea Cc: McKean, Thomas; Desmarais, Donald Subject: Review for Board of Health Members\staff comments 80 Jobys Lane, Osterville Hi John, I am not sure if Tom got a hold of you yet, I know he tried to contact you this morning, but DEP will not allow 3 bedrooms on the lot as the variance expired in 2003 and the transition rules that allowed the 3 bedrooms at that time also expired. I will not be at the staff meeting tomorrow, but these are the comments that I am passing along to Tom for the staff meeting. As you know,these are just staff comments and the Board may have other opinions but hopefully this will help the process: -Need revised septic plans for 2 bedrooms -Need revised floor plans for 2 bedrooms -Need a 2 bedroom deed restriction and an I\A deed notification (As you know, typically a deed restriction is required before a permit is issued and the I\A deed notice is required before the COC is issued. You might want to ask to allow the deed notice requirements for both prior to the COC being issued, but that is up to you and\or the Board) -Additional test holes may be required (policy in the Town of Barnstable is that test holes that were issued a septic permit were grandfathered in for the lower number of test holes required, i.e. 2 for new construction vs. the current requirement showing 4 test holes and in this case they did not get a permit) -We will need a certification for signed by the owner of the property in accordance with general approval letter on page 9. -The last page of the Inspection and testing page does not have a signature by the owner to do the nitrogen testing. Is this intentional (i.e. using another company for testing?)or just an oversight on the owners part?) This is all I have for now, there may be additional comments during the staff meeting tomorrow, however I will not be there to pass along those comments (if there are any.) Any questions, please let me know as soon as possible otherwise I will try to follow up next Tuesday or later. Thanks, Dave David W. Stanton, RS Chief Health Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 Direct phone: (508) 862-4647 Health Dept. phone: (508) 862-4644 Health Dept. fax (508) 790-6304 1 TOWN OF BARNSTABLE OF THE TO OFFICE OF BARISTAIMX : BOARD OF HEALTH . .� MM& p °0 1639• 367 MAIN STREET HYANNIS, MASS.02601 March 15, 2000 James Miller, P.E. Miller Engineering Co. 21 Brook Street Seekonk, MA 02771 l RE: 92 Joby's Lane, Osterville Dear Mr. Miller: You are granted a variance from 310 CMR 15.214, on behalf of your client Richard Effron, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 92 Joby's Lane, Osterville, with the following conditions: (1) If two (2) bedrooms are proposed, the septic system shall be installed in strict accordance with the revised plans dated 2/10/2000. (2) If, two (2) bedrooms are proposed, the dwelling shall be constructed in strict accordance with the submitted (undated) house plans showing two (2) bedrooms on the second floor, with no bedrooms on the first floor. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (3) If three (3) bedrooms are proposed, the septic system and FAST system shall be installed in strict accordance with the revised plans dated on 12/22/99. (4) If three (3) bedrooms are proposed, the dwelling shall be constructed in strict accordance with the submitted house plans (undated) showing three bedrooms. (5) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling the number of bedrooms authorized. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health r�to obtaining a disposal works construction permit. This variance was granted because the application meets the policy of the Board of Health in regards to the size of the lot. The Board has approved three (3) bedrooms on lots of less than 18,000 square feet if alternative-type systems are proposed. This lot is 16,906 square feet in size. Sincerely yours, �=san . Ra , R.S. Chairperson Board of Health Town of Barnstable 92jobys Town of Barnstable P# Department of Health Safety,and Envi ronmental Services �Im Public Health Division Date Q, 367 Main Street,Hyannis MA 02601 HARNSTABM D6 , G 0A . Date.Scheduled TimeFee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: '�d�' I .M c-5l1}'tC Witnessed By: DO n A q Z• M-o r g f1 A•1 '`• S• ` \ �3' J LOCATION& GENERAL INFORMATION. Location Address n �o y 0 Owner's Name �/ 1/ d� �o�Ya.saap oa y f�ir� � Address OSTr/�-i�jLL . Assessor's Map/Parcel: �' �� ' Engineer's Name Jgmrs C. h, I]@- RE• NEW CONSTRUCTION REPAIR Telephone# (S08)74( —71 90 Q 0:,' Land Use "Q S��'��a� 4 Slopes(%) 8 <N��Y- _ Z-Surface Stones NOn e A ���'� �, L1� N A Distances from: Open Water Body ft Possible Wet Area' N/A.. ft Drinking Water Well> Icc ft �XV 'f` •� Drainage Way PIA ft Property Line $�o'` �"ft Other 8 q ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) TP t TP �4m 67 Parent material(geologic) ,%CIdr d✓4wfis Depth to Bedrock Depth to Groundwater: Standing Water in Hole: N1A Weeping from Pit Face Estimated Seasonal High Groundwater /0 y� ,y y��L y \ 1'Fi 1f13 iO 7FiL�����AL H��7Yil VY13��'i�TIk�i�r�ti�/t���r /p��C�J Method Used: +a: , Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#__-_--_... .Reading Date:.___,___ Index Well level.,_.__ Adj.factor Adj.Groundwater Level ' +'RCUL.E�Tt€)N TEST: pat+ X : CRtnue $a�4 .................................... Observation p Hole# Tr— �' 2'� ggll0r►S Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ ��• ��A /Q:3SA f!t Saa6( Mf Time(9"-6") End Pre-soak ��•��/4 Rate Min./Inch < 2 Z Site Suitability Assessment: Site Passed_ ,� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP OBSERVATION HOLE.LIG Hole '� 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistent %Gravel O — )0z A Y / I►9enj IZ 3 G r3 Med .. Sa Io YR '�/� Na.+elr'�� n 4/ 3Cot goo C 14-d- .S'4.1d 2.5 Y 74 NenA [e oLt �� 1 C Gra• ... .......... _ . ........ ........ .. _ _ _............__..._. ........_ _. . _ _ REEL'OBERVVATION HIE LbG Hole#1 _J"`°- . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel D -lD A l"ed.aSqnV t Noel Loos-c S.' k e to ,32 B d Sena to YR �L Nont �� 5:.� 1tGr��o 32 ".�ZO'' . .� 1 - . d 2 s Y % N��-r Looms DEEP OBSERVATION HOLE LOG Hdle . Depth from Soil Horizon Soil Texture SoiI Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel DEEP OBSERVATI0I'V HQIE .( G Hale Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistent %Gravel Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes X Within 500 year boundary No— 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? e S If not,what is the depth of naturally occurring pervious material? Certification I certify that on �/ 9 S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15,017. Signature&� C Date 21 9 7 DATE: FIX: SAWWASUL 1"M ' REC. BY M�A� Town of Barnstable SCHED. DATE: _ Board of Health 367 Main Street, Hyannis MA 02601 Zk�IR�'. Office: 508-862-4644 Susan G. S.�iq FAX. 508-790-6304 Sumner Kaufman,M.S.P.'N. Ralph A.Murphy,M.D;74�voF 6 -000 VARIANCE REQUEST FORM. " � y ��rT�� p LOCATION i A Property Address: Dwy , Assessor's Map and Parcel Number: OZ 01,S` Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No�c _ Subdivision Name: Z,YZ l®eat s APPLICANT'S NAME: —4. rd A&nea Phone ��/) 78f/-S2S�r Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: J�Gdf'� E -O� `�l�ife� Name:�Kf�' wlz/�� //l� Address: ?0 N1a�4�_OO�O ,� .1�ddress: .2/ Phone: Z78/ ) 70`Y — as'S Phone: ( ���� 761- ZZ9 VARIANCE FROM REGULATION t141 Ree.) ' REASON FOR VARIANCE(May attach if moryspace Me de ) e3/O cit�.C' /.fad To s ow ��e: c4,r1frtic fires rec C 3) Lei wifk xx Checklist(to be compleled by office staff-person recciving variance request application) --Four(4)copies of engineered plan submitted(e.g. septic system plans) !e" Four(4)copies of floor plan submitted(e.g. housc plans or restaurant kitchen plans) ✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V andJor local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected c�rn r.,cr<<tiva aar��m�eemll:.areue 1r+P�Worcc�"4b Inr"o.nerAeaeee owyl. dvwK wriance renew.&%lame wncVt am 0glyt eed VUiWKes to rep"it rsikd,e..ace diapos+l a.�taM(only it ro npwion a use Wading p d11 Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ DATE: � FS13 KAM t �aeti Z REC. BY Town of Barnstable SCHBD. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 50R-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION / , Property Address: ?Z -�o O y S Za we Assessor's Map and Parcel Number: /,20/ys' Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No x Subdivision Name: Ds cryi/ii_ !f/oo APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? ` Yes No PROPERTY OWNER'S NAME o rr CONTACT PERSON Name: SG07Td i-air oL�6/lG Name: Address: _ SSr; �D��Q--J7li�.r_G�Address: / 1 - Phone: _(�8/T 7��i�' J^� �� Phone: �"Ocg VARIANCE FROM REGULATION(Lill Res.) REASON FOR VARIANCE(May attach if more space needed) Rio Ci"J/� /ta y To al e . �9s`dro�rrt /s�.��.��• s /tom--�r���Ldf Checklul(to be completed by office staff--person receiving variance request application) // Four(4)copies of engineered plan submitted(e.g. septic system plans) d Four(4)copies of floor plan submitted(e.g. house plans or restaurant kitchen plans) Applicant understands that the shutters mast be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and..or local selvage regulation variances only) d Full menu submitted(for grease trap variance requests only) .� Variance request application fee collected c—r«r..Gfeevard modirinnun R^�-3is.Crease tap vmim renevab tsar"`°""'"""`oalY►.eua;de r` duieg Variamrs reeenah(sane owner:leasee oslyl,aed variances to reyir railed e—a -disposal—Mm(only it ro eapaaaion to the building proposedn Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman ; Sumner Kaufman,M.S . NOT APPROVED _ �. REASON FOR DISAPPROVAL . Ralph A. Murphy, M.D. `�.Oy0 Q:/WP/vARIREQ '� d Board of Wealth Town of Barnstable P©. Box 534 i Hyannis.,Massachusetts 02601 REDI-SEAL NO MOISTURE NECESSARY j RAISE FLAP AND SEAL / i W. Wayne Route (508) 336-8957 James E. Miller, P.E. Civil Engineering•Land Development 21 Brook St. Seekonk, MA 02771 (508) 761-7790 Z 302 976 619 1; US Postal Service ; Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sentto EFRON,ILENE N HARON,MA � Post Office,S J Codey� �! Postage AN 0 200#-3 Certified Fee t Special Delivery F .=. Restricted Delivery Fee N � Return Receipt Showing to Whom&Date Delivered C� Relum Receipt Showing to Whom, Irate,&Addressee's Address 100 'TOTAL Postage&Fees $ -2 M Postmark or Date 0 u_ a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub-to the right of the return address leaving the receipt attached, and present.the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked;stick the gummed stub to the right of the return address of the article,date,detach,and retain the receipt,and mail the article. f LO 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authodied agent of the O O addressee,endorse RESTRICTED DELIVERY on the front of the article. co 5. Enter fees for the services requested in the appropriate spaces on the front of this E - receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. -102595-99-M-0079 a Z 302 976 _ 6-26 US Postal Service Receipt for Certified Mail' No Insurance Coverage Provided.._ ' Do not use for International Mail See reverse LVrLIS,CHRISTO? i ��1 WA STER10 Post Office,Stat ,&ZIP Code Postage $ �' Certified Fee Special Delivery Fee SPS Restricted Delivery Fee to Return Receipt Showing to r Whom&Date Delivered Q Return Receipt Showing to Whom, Q Date,&Addressee's Address S 0 TOTAL Postage&Fees M Postmark or Date E 0 1L U) a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return I address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the 0) return address of the article,date,detach,and retain the receipt,and mail the article. cc LO 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the C I addressee,endorse RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of this € _ receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 a r 302 976 620 US Postal Service Receipt for.Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to GI MS SOF ) i SIGB L, 0 LOWEL1 Post Uri State,,85,ZIP Code j MAI Postage ,%' $ ®� Certfed Fee Special Delivery Fee ps Restricted Delivery Fee �n �. Return Receipt Showing to 1 Whom&Date Delivered n Retum Receipt Showing to Whom, Ct� Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ M Postmark or Date o %, LL d Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See Iront). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service a window or hand it to your rural carrier(no extra charge). _ 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the QQi return address of the article,date,detach,and retain the receipt,and mail the article. CIC rn 3. If you want a return receipt,write the certified mail numberand your name and address � on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. 00 CM 5. Enter fees for the services requested in the appropriate spaces on the front of this E receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 a Z J02 976 625 US Postal Service Receipt for Certified Mail , No Insurance Coverage Provided. Do not use for International Mail See reverse Sentto HEALEY,CHRISTO M OSTERVILLE, Post Office, a,&ZIP Code Sr J Postage $ Certified Fee �Q i Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to *' Whom'&Date Delivered o, Retum Receipt Showing to Whom, Q Date,&Addressee's Address . QTOTAL Postage&Fees $ V) Postmark or Date o' U) a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub.to the right of the 0) return address of the.article,date,detach,and retain the receipt,and mail the article. u') 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the O O addressee,endorse RESTRICTED DELIVERY on the front of the article. O M 5. Enter fees for the services requested in the appropriate spaces on the front of this €- receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 n. Z 302 976 623 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to 1 GALANTE,RIC ,3 SO R y ost ice, e, P „ icy I An Postage ,3 Certified Fee G Special Delivery Fee Restricted Delivery Fee LO Return Receipt Showing to Whom&Date Delivered n Retum Receipt Showing to Whom, kA Q Date,&Addressee's Address S CID TOTAL Postage&Fees $ . CO Postmark or Date E .o. U d i Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service ) window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the 0) cc return address of the article,date,detach,and.retain th&receipt,and mail the article. LO 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form3811,and attach h to the front of the article by means of the gummed ends if space permits.-Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number.. Q li 4. If you want delivery restricted to the addressee, or to an authorized agent of the O O i addressee,endorse RESTRICTED DELIVERY on the fpnt of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of this E receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. 8 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 d Z 3❑2 976 618 US Postal Service Receipt for-Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to AHILL HENRY E BMdtLL R OLDHAM RD s Postage $ Certified lee 000Z Special D 've e Restricted De ��8. LO Return Receipt Showi Whom&Date Delivered Q Return Receipt Showing to Whom, Q. Date,&Addressee's Address QTOTAL Postage&Fees $ ,. Cf) Postmark or Date E li d Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return M address leaving the receipt attached, and present the article at a post office service m window or hand it to your rural carrier(no extra charge). E2 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q) cc i return address of the article,date,detach,and retain the receipt,and mail the article. uO 3. If you want a return receipt,write the certified mail number and your name and address rn ! on a return receipt card,Form 3811,and attach it to the front of the article by means of the jgummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. c Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the C O addressee,endorse RESTRICTED DELIVERY on the front of the article. 00 ch 5. Enter fees for the services requested in the appropriate spaces on the front of this 9 . receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. li 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 a Z . 302 976 621 US Postal Seivice Receipt for Certified Mail No Insurance Coverage Provided. D'o not use for International Mail See reverse Sentto RAWFORD,J DA MrNK STERVILLE er Post Office,S it a,&ZIP Code Postage Certified Fee Special Delivery Fee Restricted Delivery Fee N Return Receipt Showing to Whom&Date Delivered n Return Receipt Showing to Whom, Q Date,&Addressee's Address o - 0 TOTAL Postage&Fees 0 Postmark or Date 0 LL U d r N Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return jaddress leaving the receipt attached, and present the article at a post office service y window or hand it to your rural carrier(no extra charge). m 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the aa) return address of the article,date,detach,and retain the receipt,and mail the article. N 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811',and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the 0 addressee,endorse RESTRICTED DELIVERY on the front of the article. a0 r! 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. tp 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 a Z ' 302 976 622 US Postal Service, Receipt for CertifLed Mail No Insurance Coverage Provided. . Do not use for lqtemati I Mail See reverse Sent to RO dCOR—S-- WmAFEL CIR STER ILLgE,MA o2ms Post ce,JWSJ IVIM J Posta CertifiedURPE F � Special Delivery Fee Restricted Deivery Fee m Return Receipt Showing to, Whom&Date Delivered I� Return RecW gm*g W M m, S� Date,&Addressee's Address 4 Q TOTAL Postage&Fees $ C,) 00 Postmark or Date 0 a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m cc return address of the article,date,detach,and retain the receipt,and mail the article. `^ uO 3. If you want a return receipt,write the certified mail number,and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the articlek by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. j Q 4. If you want delivery,restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front oithe article. co f 5. Enter fees for the services requested in the appropriate.,spaces on the front of this E_ receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 d Z 302 9.76 624 US Postal Service Receipt for certified.Mail No Insurance Coverage Provided. Do not use for International Maill See reverse Sent to M� IAI.OPSOS,PFIILIP "31 R,G � D 2M Postage $ V Certified Fee Special Delivery Fee Restricted Delivery Fee a o°'i Return Receipt Showing to Whom&Date Delivered Return Receipt ftHirg to Whom, Date,&AddressWs Aftm C 40 TOTAL Postage&Fees '$ , Postma*or Date 0 a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). I � 2. If you do not want this receipt postmarked,stick the gummed stub to the.right of the a) return address of the article,date,detach,and retain the receipt,and mail the article.` I LID 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article: Endorse front of ar'icle n RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. ch 5. Enter fees for the services requested in the appropriate spaces on the front of this E receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. to 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 U) Z ' 302 976 617 US Postal Service'' Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail ee reverse Sent to REEN JOHN F 8 frWdiET HILVgVE BRIGHTON,MA 02136 ,+ Post Office,State,& IP C , Al 1 Postage If Certified Fee v" Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom&Date Defivered 4 Return Receipt S mAV to Whom; Date,&Addressee's Address ,Z y TOTAL Postage&Fees $; Postmark or Date O u_ a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub I.o the'right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to'the right of the cc return address of the article,date,detach,and retain the receipt,and mail the article. N 3. If you want a return receipt,write the certified mail number and.your name and address rn on a return receipt card,Form 3811,and attach it to the front of.-the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. t Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. Go M 5. Enter fees for the services requested in the appropriate spaces on the front of this E_ receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. li 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0079 a ..,. v SENDER: I also wish to receive the follow- 'w ❑Complete items 1 and/or 2 for additional services. ing services(for an extra fee): d Complete items 3,4a,and 4b. ❑Print your name and address on the reverse of this form so that we can return this ai card to you. 1. ❑Addressee's Address lv ❑Attach this form to the front of the mailpiece,or on the back if space does hot y permit. 2. ElRestricted Delivery N r ❑Write'Return Receipt Requested"on the mailpiece below the article number. ❑The Return Receip"ill show to whom the article was delivered and the date a p delivered. d u 3.Article Addressed to: 4a.Article Numb / -2--? I c `GALANTE, RICHARD J& 4b.Service Type d 00 1 GALANTE, DIANE C ❑Registered 0-06-dified Cn 9807 STEPHENSON DR ❑Express Mail ❑Insured E o I NEW PORT RICHEY, FL 34655 ❑ Return Receipt for Merchandise ❑COD o Q 7.Dat of Delive Z 7- - 00 0 c T H 5.Received By: (Print Name) 8.Addressee's Address(Only if requested and m W fee is paid) is a s.Sign r se I �11 I'll {i is (iii fi ii i 0 , PS Form 38 1,December 1994 102595-99-13-0223 Domestic Return Receipt I F-- I � - F UNITED STATES POSTAL SERVIC p m 4 L;) I 7rosraq6VFia69"P-aid -Tgps— :: -15—ermirNo-G-1 6 . .................................................................. ............. ....................................-.-..........-........................................................... aoif 0 Print your rfkr�,eqaddress, and ZIP- '(n7lt Miller Engineering Kings Oak Plaza 21 Brook Street Seekonk,VIA 02771 p m ......... S................. ............................................. ............................................................................................................................................. a; SENDER: I also wish to receive the v ■Complete items t and/or 2 for additional services.(AfollOWing services(for an ■Complete items 3,4a,and 4b. 4) ■Print your name and address on the reverse of this form so that we can return this extra fee): ;n card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address a Write Receipt Requested" the mailpiece below thLarticle number. 2•❑ Restricted Delivery ri e N t ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. a .r delivered. - 0 3.Article Addressed to: 4a.Article Number a CAHILL, HENRY E 4b.Service Type M c BETTY M CAHILL ❑ Registered E -Certified y 146 QLDHAM RD I ❑ Express Mail ❑ Insured OSTERVILLE, MA 02655 ❑ Return Receipt for Merchandise ❑ COD - 7.Date of Delivery I w a f ( 0 0 Z 5.Received By: (Print Name) 8.Addressee's Address(Only if requested Y :3 and fee is paid) t 6.Signatu (Addressee nt) 7 o T y PS Form 561 f,De mber 1994 102595-98-8-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 h o Print your name, address, and ZIP Code in this box o Miller Engineering Kings (yak Plaza 21 Brook Street Seekonk, MA 02771 r H I M 11111111111111111111111111111111 If III III 1111111111111111 4) SENDER: . I also wish to receive the v ■Complete items 1 and/or 2 for additional services. ■Complete items 3,4a,and 4b. following services(for an ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 2 d permit. d ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery N « •The Return Receipt will show to whom the article was delivered and the date a c delivered. Consult postmaster for fee. E 3.Article Addressed to: 4a.Article Numbercc d Service Type r CR, WFORD,J DAVID 4b. d 70 JOBY'S LN ❑ Registered Q_Certified �) W OSTERVILLE, MA 02655 ❑ Express Mail ' ❑ Insured ❑ Return Receipt for Merchandise ❑ COD_ a7.Date of Delivery z p5.Received By:(Pant Name) 8.Addressee's Address(Only if requested I and fee is paid) cc g 6.Signature: (Addressee or gent) ~ la X N i PS FW381 1, December 1994 102595-97-13-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box • CMiller Engineeringa l Kittgs Oak Plaza 21 Brook Street Seekonk,MA.02771 �;�. III soIffif1l„1111 11111111:,1111111-1,f,l11111fill11111.111111 _--,� i,ye)/� s, .� SENDER: I also wish to receive the follow- w ❑Complete items 1 and/or 2 for additional services. Ing services(for an extra fee): y Complete items 3,4a,and 4b. ❑Print your name and address on the reverse of this form so that we can return this ai card to you. 1• ❑Addressee's Address ` ❑Attach this form to the front of the mailpiece,or on the back if space does not permit. 2. ❑ Restricted Delivery N r ❑Write'Return Receipt Requested"on the mailpiece below the article number. c ❑The Return Receipt will show to whom the article was delivered and the date a p delivered. .� 3.Article Addressed to: 4a.Article Number d - -- --j Z 14 pL l/ to Z c a E 4b:Service Type 0 CROSSLEY, ELEANOR S r El Registered ,deified v, 83 HICKORY HILL CIR rn ❑ Express Mail ❑Insured w ,OSfERVILLE, MA 02655 0 ti ❑Return Receipt for Merchandise ❑COD A ! Z �, BlNvery� �ry on 0� ecel d rint ame r� Adcfresso-Ews Address(Only if requested and c w - fee is p t PS Form 3811,December 1 dV4 102595-99-a-0223 Domestic Return Receipt. i UNITED STATES POSTAL SERVICE ' I " First-Class MailPostage&Fees Paid LISPS Permit No.G-10 • Print your name, address, and ZIP Code in this box • s Miller Engineering Kings Oak Plaza 21 Brook Street l Seekonk, MA 02771 1 +� ul,,iii1,il1,M,:,E„ fill,,,1,1„i,l,,,!li,i i,7 e/,�;-S— �; SENDER: I also wish to receive the ■Complete items 1 and/or 2 for additional services. following Services(for an W ■Complete items 3,4a,and 4b. a) ■Print your name and address on the reverse of this form so that we can return this extra fee): U) card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address 2 o rmi Wri a t"Return Receipt Requested"on the mailpiece below the article number. 2•❑ Restricted Delivery N r ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. N delivered. P o. 0 3.Article Addressed to: 4a.Article Number c°1i Q GIIiLOPSOS, PHILIP G 8r V�' M` 4b.Service Type c GIALOPSOS, CONSTAN o El Registered �-Eertified cc V 5 O LOUGHLIN DR -V �� o� rn Cn TEWKSBURY MA 0187 f 12 a Express Mail ❑ Insured LU I RR�;n ® Return Receipt for Merchandise ❑ COD C LUW 7.Date of Delivery o 5.Received By: (Print Name) 8.Addressee's Ad es (Only if re uested and fee is pacc id) W L 6.Signa e: (Ad essee orAAg_ent) T X 2 PS Form'3811,December 1994 102595-98-B-0229 Domestic Return Receipt First-Class Mail UNITED STATES POSTAL SERVICE Postage&Fees Paid USPS Permit No.G-10 ®Print your name, address, and ZIP Code in this box C Miller Engineering Kings Oak Plana 21 Brook Street Seekonk. MA 02771 _ 6 11111111111i1,i fill"l",1ili, Co SENDER: •I also wish to receive the :9 ■Complete items 1 and/or 2 for additional services. following services(for an rn ■Complete items 3,4a,and 4b. a) ■Print your name and address on the reverse of this form so that we can return this extra fee): n card to you. r; d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address i ■W permit.Write"Return Receipt Requested"on the mailpiece below the article number. 2.❑ Restricted Delivery 4) d ■The Return Receipt will show to whom the article was delivered and the date Y delivered. Consult postmaster for fee. a 0 3.Article Addressed to: 4a.Article Number ,��ON C YI REEN,JOHN F&DOROTHY P `fit rvice Type E 3 I o 63 CHESTNUT HILL AVE Q �� isered Certified cn t BRIGHTON, MA 02135 ❑ ess Mail ❑ Insured e W213 ❑7n n Receipt for Merchandise El COD L c �[!�t/ �livery ,moo O Z 5. Received By: Print Na 8.Addressee's Address(Only if requested Y �p and fee is paid) t lZ 6.Signat e=(Adre ee or � ` T X i111 !II 11 ! } 1 1 1 �' PS For 5X11111,December lss4 102595-98-B-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE°_ P�1q First-Class Mail `O` 0 ra oM, ✓ ermit o. e y �maaddress and ZIP i thl o e Print our �G n x Miller Engineering Kings Oak Plaza 21 Brook- Street Seekonk,MA 02771 �'y� ?!'.?::i?e?ii??ii�???ii:f?�'.?�???46;?i a tHE T DATE:. OZA / FEE: • SARNSTABU& MAS'3 9� 1639• ,0� "'`� REC. BY �FDFAAyh 'Town of Barnstable /-1R--Z� S CHED. DATE: 1' I�EL EO \ Board of Health EC 3 0 19916' ain Street, Hyannis MA 0260 Office: 508-790-6265' TON�lOFBADeT OEPLW Susan G.Rask,R.S. r •HEALTH FAX: 508-790-6304 ` (�r � I-SdCaufm ,M.S.P.H. p� Ralph A.Murp ,M.D. ' VARIANCE RE UEST FORM TOWN OF BARNSTABLE 4 HEALTH DEPT. LOCATION / Property Address: goZ �✓OG (.�/s /�t% Assessor's Map and Parcel Number- �z,9/ 9.S Size of Lot: Ala f 6 Wetlands Within 300 Ft. Yes Subdivision Name: No_ C� Business Name: `' APPLICANT CONTACT PER N Name: �!C Ag.rd Name: Address: 340 Ma ssa ,ova G Address: Phone: (��� I 7��'.��.J Phone:_ &0$)76!` 790 FAX: FAX: 699 741— 7 7 f 0 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIAY y attach if more spac n 'ded) o / c-,e + , /heck!' t(to be completed by office staff-person receiving variance request application) t,/ Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) r/ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting —� date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lae6uard modification renewals,grease trap variance renewals[same uwnerlleasee onlyl.outside - dining variance renewals[same owner/leuee 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 Susan G. Rask, R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ Please complete all items marked mail signed original contract to: AR Sales&Service,Inc. 44 Commercial Street Raynham,•MA 02767 i JM SALES & SERVICE, INC. INSPECTION AND EFFLUENT TESTING AGREEMENT This Inspection Agreement is entered into by J&R Sales & Service, Inc. (herein call MR) and the FAST® System OWNER (herein called OWNER), for the purpose of setting forth terms and conditions governing J&R's obligations to inspect OWNER's equipment listed below. Upon acceptance of this agreement, J&R will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect, with the first inspection beginning . These inspection will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection, power testing and clean/replace intake filter of the air blower., ,.. 3) Inspection of the alarm system. 4) Inspect'over-all condition of FAST® System. 5) Notify OWNER of any problems encountered. ; 6) Service other than routine maintenance will be billed at an hourly rate plus travel and material. J&R shall notify the local board of health and the Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. It is understood that by this Agreement J&R is not obligated to supply any parts. Any additional labor time will be billed to the OWNER at standard labor rates of$ 64.00 per hour. Emergency service between regular inspections will be provided at standard rates for labor during normal business hours, after 5:00 PM and on Saturdays time and one-half, and double time on Sundays and holidays, minimum four(4) hours plus standard charges for parts plus mileage and travel charges. This agreement does not include expenses to repair damage caused by abuse, accident,theft, acts of a third person, forces of nature, or altering the equipment. J&R shall not be responsible for failure to render the service for causes beyond its . control, including strikes and labor disputes. 44 Commercial St. 8aynham,MA 02767 Tele.508 823.9566 Fax 508 880 7232 OWNER understands and agrees that J&R is not responsible for special or consequential damages, including loss of time, injury to person or property unit or equipment failure. This agreement is not assignable without the consent of J&R-and will remain in force until canceled by either party through written notice. This is a two-year service contract to be billed annually in compliance with State regulations. Failure to comply will result in cancellation and nullification of any warranties. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics Home FAST® Centerville, MA $350.00 E UIPME T J&R Sales & Service, Inc. *Signed.b� _ _ Signed by: Richar fr n 44 Commercial Street *Address: Raynham, MA 02767 92 Joby's Lane Tele:(508) 823-9566 Fax: (508) 880-7232 Centerville MA *City: State: Zip: *Telephone: Effect Date of Agreement Effluent Testing Effluent sample taken 1 time per month for the first six months and quarterly thereafter, delivered to a qualified testing lab for evaluation and with results being sent to State and local Agencies as well as the owner. Owner is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed: PERMIT: *(PLEASE CHECK ONE) ( X ) GENERAL ( ) REMEDIAL O PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (Y)or(N) If YES,please attached copy of permit ( )BOD5,TSS,pH (X)pH, BOD, TSS, TKN, Ammonia, and.Nitrite Cost for testing $210.00/visit Operator assigned: William Everett Engineer: James Miller Engineering Telephone: (508)243-9566 *Approval for Effluent T e _ Homeowner's ature -.J Lia. 10'0'F0 °1pM SEPTIC SYSTEM PROFILE / FXJo (NOT TO SCALE), v. r+relio M�OL -ACCE11 CO/LR TO rf / 97.00 MIaI+Ye 10 R+YiO aRAOE •° �OK rPT o rorlm r'�iae s.,oY R0i I!K — larrms•�A'r 7RR ,. Ou III MY.6 ID' Ir F•,or �arsaewcraFf 7 IRMarRlBsroa6t ; q•»>o 9+:u ticwr LOCUS MAP / swiunmr/YAL1+Ar 9J.f\G f10` '11r! �Q v/—o 0 0 00 QN =! /r' t s•• L'0I" P 018eD f1a1f M.LL P!•73 t,l, - ... ..r. __.. _ .. AP 120 Lo/9S/ PROPOSED 1500 GAL ,« 16,906 r� / SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBERS 'rT&I{re cr me Im ow _ o 9z NOTES •Pde�H.1 I r---- fi 1.ALL COMPONENTS CHAMBERS.E T BE ROTL BE PRECAST.EXCEPT THE 1« LEACHING W*C. THEY UAL 8E S00 GAL LEACHING 1/f W 1yr 001t1 r9®f10[ CHAMBERS BY VIIGGRI OR EQUAL _ •Me aF n6 ND ps7-..—_ 2.ALL PIPE SHALL BE C SCH PVC PIPE UNLESS OTHERWISE NOTED.` o — 00 sy 2.MATERIALS AND METHODS OF CONSTRUCTION SKNU. LEACHING CHAMBERS CROSS-SECTION CONFORM TO THE REQUIREMENTS OF TITLE V.MASS ENVIRONMENTAL CODE,AND THE REQUIREMENTS OF . THE LOCAL BOARD OF HEALTH DESIGN DATA op 1.ALL TOPSOIL,SUBSOIL AND UNSUITABLE MATERIAL SHALL BE _ REMOVEDAS PER 110 CMR 1S M 15)FORA MINIMUM DISTANCE 1.DESIGN FLOW:gr/.w1d'a BEDROOM,NO GARBAGE GRINDER V Pi Ar• 20dr.r.IL✓s/ii f` OF THE PROPOSED FROM ALL SIDES OF THE OUTER PERIMETER DESIGN FLOW:2 + 110 OALAAY/BDR. •3300A1NY • Ciiri rf s/OJ,DO _ BE EATH THE SOIL SOIL ABSORPTIONABSORPTION SYSTEM T AN EL FROM �y � f/•r,: r �� � O � v e ��TM�����SYSTEM TO MI ELEVATION Of 9J.? ` J OR UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS 1 LEACHING AREA PERCOLATION RATE•G 2 MN.I IN SOIL CLASS 1 • \ b .y7\ OBTAINED PER 510 CMR 16.250 MID THE LOCAL B.O H.OFFICER. AFTER THE EXCAVATION IS COMPLETE THE AREA SHALL BE BACRFRLED AS PER 310 CUR 16.256(7)AND THE LOCAL B.O.N.OFFICE. DESIGN PERCOLATION RATE•S MN./N 5.ALL UTILITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE PROVIDE:2-S.2'wme Xa.siow X Z•DEEP LEACHING CIIAYBERS INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR EFFECTIVE LEACHING AREA•9.ZWIDE ?/'LONG.1•DEEP FOR EXACT ELEVATION AND LOCATION PRIOR i0 CONSTRUCTION pa y I OF THE PROPOSED SEWAGE DISPOSAL SYSTEU. � V 2.LEACHING AREA PROVIDED: 0.ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE SIDEMAN-L• LEACNBIO 0041BER3: ?/'LINO. t 2'M. ■ L SIDES eV Sp FT APPROVED.WWRITING.BY BOTH MILLER ENGINEERING OAR ti— AND THE LOCAL BD OF HEALTH. 8 i END: LEACHING CHAMBERS: f.t lFA). a1'M. ■ z SIDES 34.6so FT 7.ALL UNUSED LEACHING CHAMBER OUTLET PORTS WILL BE _ N f�_ __ _,/ „•y COMPLETELY FILLED WITH GROUT. BOTTOM: LEA0IRIG CINMBERS: 2/'LINO.+92•WIDE •/911 SO FT 'yam Q..Pey✓r/s vdienee !>.�O f/YR/J.1/r TOTAL AREA PROVIDED •3/Y SQFT- oJE• -t•sL l3' N F r0 d.Ni✓/fie G.ni/i/M i/.Z odi r•aacc o✓./%g rn)CaJ .ih /c, fuc JF 1.CAPACITY:?/,/SO.FT...%4/MLW Z_f2 GA"Y SOIL DATA SOIL TM PERFORMED DECEMBER 20 1999 BY PETER T.MC OHM AND wITNEM PROPOSED SEWAGE 92 -,/oby'i Z"e BY DONNA Z.MIORANDI OF THE SARNSTABLF BOARD OF HEALTH. Lo�wT1oH, DISPOSAL SYSTEM 92 JOBY'S LANE Zo/?/ng Setbacks TEST PIT 1 TEST PIT 2 BARNSTABLE MA Fien/ 20 APPLICANT:JYo4 •/o, RICHARD EFFRON ai./ •/o �c o fs. 0 30 MASSAPOAG AVENUE Z j// MEDM SAND y;, MEDIUM SAND $HARON MA Y9S2 /r• = 45.2 /o• pp�i PREPARED BY / / e%i, MEDIUM SAD R y/ MEDIUM SAM Y// MILLER ENGINEERING / LEGEND 97.2 ,ly• 93.3 !)' C— 21 BROOK STREET PLAN BENCH MARK M sl.� &EExoal.MA dtnl , —EXIST.CO OUR (5W)761•rm TOP D ON 5y� MEDIUM SAND T MEDIUM SAND -Cl PROPOOED CONTOUR BOUND off THE / TEST PR ORIeR OF POD /e0yf/X eaz /tl9' 1' iro December 22, 1999 EL•%00•7.0 Q PERc Has R IVISIONS CHK BY. Ili--PROPOSED&POT ELEVATION1 ll.RC.RATE-W PI 2.4 PERC.RATE•Q Mv1 1•/O d O _ PERC.DEPTH•so(M4/ GW.DEPTH-120'Il'l O.W.DEPM•1MYdi.o) •9f•12". t i L�r ` To o/Fonda/.ay -n SEPTIC SYSTEM PROFILE (NOT TO SCALE) �'� Aceasa/vI/ - FTKSMWa GPL1R _A'0►,` lowvjkh 4.0 - nlr"3'ar rlm. ro,urTo 4•PN soL arlcrrK .,'ac �•�� •sJr.70 �I�OF m6 wo 0�i6T7/ni:9J.70 / � r7 r'.o1 s. /wr� I�7" R 5 Nam Ikv.IL o 0 0 0 0 0 0 LOCUS MAP ! J1 f3.9G 9�•7e Jr 9N.2/ Aw.N" mr_e_ _4N_0. Yl.i2 r•�-. wti 9v,fi 0•LYaahad Jh/fC 9190 1d_ I 0 t na wm o fr.oo• / N iiW FirJ _ - GmIIowATO PROPOSED 1500 GAL. N'// DISTRIBUTION BOX LEACHING CHAMBERS azv. ;W. AP 120 e0l )-V SEPTIC TANK WITH /g 904 MICRO FAST UNIT \Llrm r oouas aAMS W a fl16 MO OTar G/Ivi J•o NOTES o� c 6Orsid9�'- 1,ALL COMPONENTS SKULL BE ROTONDO PRECAST,EXCEPTTHE LEACHING CHAMBERS,THEY SHALL BE 5W GAL LEACHING +ram- __-_ 91 CHAMBERS BY WIGGW OR EQUAL •P�MfJI I �. JY� W m 11?OO11F1w STOW 7'.�1 Arit I 2.ALL PIPE SMALL BE A•5CH PVC PIPE UNLESS OTHERWISE NOTED. HIM d Foa.lo as,-. ---� I I 5 coaTFoaM TO RETEH�R u�EliToF CONSTRUCTION V.wAss LEACHING CHAMBERS CROSS-SECTION ENVIRONMENTAL CODE•AND THE REQUIREMENTS OF ...,, THE LOCAL BOARD OF HEALTH. 00 -- \ sy, 1.ALL TOPSOIL SUBSOIL AND UNSUITABLE MATERIAL SHALL BE DESIGN DATA REMOVED AS PER 310 CMR 15.255I1FOR A MINIMUM DISTANCE - 0 OF 5'LATERALLY fROM AIL BIDES THE OUTER PERIMETER 1.DESIGN FLOW. PROPOSED S BEDROOM,NO GARBAGE GRINDER /S• �J� OF THE kROPOSE0 Sal ABSORPTION SYSTEM AND FROM In- 'iV• �+B/o,,..r SENEA711 THE SOIL ABSORPTION SYSTEM TO NI ELEVATION Of 9J.3 DESIGN fIOW:,3 [ 110 GAl/MY/BOR. •3!O GAI/DY / y \(_ -- ll!!f0 NA7INLALLY OCCURRING PERVIOUS MATERIAL IS �: Prof \ GRINNED pER 710 CMR 15.2•A AND THE LOCAL B.O.H OFFICER. - - r -f Odr,Z1✓i// f, AFTER 711E EXCAVATION IS COMPLETE THE AREA S ALL BE 2.LEACHING AREA-PERCOLATION RATE•42 MIN./W. SOIL CLASS 1 r/+/OS•0,0 BAC*ILLED AS PER 710 CMR 15.255171AND THE LOCAL B.O.M.OFFICE. ► �j.(y7-All,X-�yJO V v DESIGN PERCOLATION RATE•5 MIN.I IN S.ALL UTILITIES SHOWN ARE ROTTED FROM BEST AVAILABLE •'Jl� INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PROVIDE:2-9W VIDE X ad LONG X " DEEP LEACHING CKAMBERS FOR PR SEWAGE DISPOSAL ST 1T ELEVATION AND DI PRIOR CONSTRUCTION THE PROPOSED EFFECTIVE LEACHING AREA I'll WIDE. PS 1•LONO. DEEP ,••� S ALL CHANCES AND VARIATIONS FROM THIS PLAN MUST BE 7.LEACHING AREA PROVIDED: APPROVED,IN WRITING,BY BOTH MILLER ENGINEERING \ \ AND THE LOCK BOARD OF HEALTH. SIDEWALL LEACHING CHAMBERS:Zf LNG. ■2 MT. ■ 2 SIDES •/00 60.FT. 7.ALL UNUSED LEACHING CHAMBER OUTLET PORTS WILL BE COMPLETELY FILLED WITH GROUT ENO V10 lEAd1 CHULRERS:/!,P LNG. ■2'HrT. ■L 610E9 •JlB 80.FT. _Q o v I _ BOTTOM: LEACM4 CHAMBERS: 2S•LNG.[/12WIDE .330 SO.FT. Kr- ` ti�� i S ALLOW CONS RUCTVION70F AM' 7 BEDROOM �- TOTAL AREA PROVIDED •Y02.B SOFT. DWELLING ON A LOT WITH 1S,WS SF WITH THE USE 9.9 \ OF AN ALTERNATIVE SYSTEM. A.CAPACITY:-V02,aS0.FT.[.7Y GALJSF•3f7 GAUDAY r`'r�i -Jiils JVJr1�p3 SOIL DATA *•/.W cc SOIL TEST PERFORMED DE@1BM 20 1999 BY PETER T. MCENTEE AND WITNEW PROPOSED SEWAGE Br DONNA Z. MIORANDI OF THE&W67Mf BOARD OF HEALTH• DISPOSAL SYSTEM LOCATiON: 92 JOBrS LANE 92 -Jo by s L.R,?e TEST PIT 1 TEST PIT 2 NSTABLE MA Zoniny Sa/backs NOTE: "PPUC.A T: RICHARD EFFRON Fin/• 70 s1Fz Ar.O o 30 MASSAPOAG AVENUE 3 MEDIUM SAND Jida •/O' th• A Mainlainoo Contract for e Fast Unit Is required be :Z�'�i MEDIUM SAND SHARON, MA yy .Pr�r •/O 9f2 /!' Ap .a• PREPARED BY to Ufa board of health for Inspection,maintenance and care unit Samplirp analysis will be MEaI/u sArm MEDIUM SAND K pT�' E' MILLER ENGINEERING provided to the BOBM d Heal / '�J� tAv[A I.• 21 BROOK GREET LEGEND 91z �c' .u• FXlsi.CONTOUR P� f°4dr�-27 by the Board. BENCH MARK T�`^C0' BEE ON.MA 02711 TOP U of ND NCONIC.THE ' 7 MEDIUM SAND MEDIUM SAND �'I►51a1s�� ( )761.77I0 -�-PROPOSED CONTOUR SOUTHWEST CORNER �/ .2, /1jG TEST PIT OF 150 JODY LN., Bs.2 /JO•' /!O' December 22, 1998 CORNER OF ISO Q PERC HOLE EL•100.75 REVISIONS CMK BY: ��-PROPOSED SPOT ELEVATION PERC.DEPTH rtOI'1VZ/ PERC.DEPTH 5oL(r.OJ 6.W.DEPTH•170' s.2 O.W.DEPTH•120rew.o 99.12 I Bk 30947 Pg39 #62364 12-06-2017 @ 03 : 29p DEED RESTRICTION WHEREAS, Emerald Development Corporation, having a mailing address of P.O. Box 95, Centerville, MA 02632, is the owner of 92 Joby's Lane, Osterville,MA; and being shown as Lot 26 on a plan entitled "Plan of Land in Barnstable, Mass. `Osterville Woods' Property of the Lanza Corp., May 1, 1971, Scale 1" = 60', Robert G. McGlone, Surveyor and Engineer," said plan being recorded with the Barnstable County Registry of Deeds in Plan Book 247, Page 137. WHEREAS, Emerald Development Corporation, as the owner of said lot has 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 15.00 State Environmental 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 1.5.200, 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 bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, Emerald Development Corporation does hereby place the following restriction on the above-referenced'land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 92 Joby's Lane, Osterville, MA may have constructed upon the lot a house containing no more than two (2) bedrooms. Emerald Development Corporation agrees that this shall be a permanent deed restriction affecting the house located on 92 Joby's Lane, Osterville MA, and being shown as Lot 26 on the plan recorded in Plan Book 247, Page 137. A For title of Emerald Development Corporation, see Deed recorded herewith at the Barnstable Registry of Deeds. Property Address: 92 Joby's Lane, Osterville, MA 02655 I Bk 30947 Pg40 #62364 Executed as a sealed instrument this day of December, 2017. Emerald Development Corporation 1-17 By: ria Dacey Its: Pr ident and Treasurer COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this day of December, 2017, before me,the undersigned notary public, personally appeared Brian T. Dacey,President and Treasurer of Emerald Development Corporation, and proved to me through satisfactory evidence of identification, which was a MA driver's licenses, to be the person whose name is on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. t Public: John W. 1 nney commission expires: 01/18/2019 VN. KENNEY ¢Q. Notary Pubtic 1 Cot"Aot"VEALTH Of MASSACHUSETTS lviy Commlaalan Expires January 18,2019 _ P JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED 6 RECORDED ELECTRONICALLY Town of Barnstable P# Ll(O�J Department of Health,Safety,and Environmental Services Public Health Division Date Ja/f& Q, 367 Main Street,Hyannis MA 02601 eAuverAe[x, MAM Date Scheduled Time Fee Pd. Soil Suitability Assessment or Sewage Disposal Performed By: '�'�tr ' •��-L►1 �� E• Witnessed By: Donn of Z • M.o rq not•i �' S c3.O.H) I,O;CATION &;;CCENERAL INEOR1kIATI0 Location Address: Owner's Name:;:� d :: Elt/e✓l. , 1 ;:: ..Togy /5 a0/y4.JJa�p O 9 �YG Address Assessor's Map/Parcel: 14 `D� V Engineer's Name eimrx C. ry- lie, P E, NEW CONSTRUCTION 'X REPAIR Telephone# (S°S)7!.( —77 91) Land Use "Q S�� q Slopes(%) 8 (u } Surface Stones /0611{ Distances from: Open Water Body WA A ft Possible Wet Area N/A ft Drinking Water Well? 1 O� ft Drainage Way N A ft Property Line t'o ft Other Q ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 18� 38 ' TP- Z TP- I �9 o Q ly AD Parent material(geologic) C�A['�q I (�✓�wsGs I� Depth to Bedrock �' J Depth to Groundwater: Standing Water in Hole: N1A Weeping from Pit Face NJA Estimated Seasonal High Groundwater /D D 't,E NATTO1 i .0 S ASU A .HY H'V�ATMIA I E Method Used: .. Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#_ _-. .,_.. Rending Date:. ..`_ Index Well level Ad.factor ___ Adj.Groundwater Level_ PERCOLATICIN:TEST D>itr !? CR Time :'a1• DA Observation o Hole aY T/�J T�' Z Z� gq�i'0„S Time at 9" Depth of Perc 6 10 91g11(p MJ;IAA i h Time at 6" Start Pre-soak Time @ ��•,,sA /0•'3sA Time(9"76") End Pre-soak 30 h /0•'4 SA Rate Min./inch < 2 Z Site Suitability Assessment: Site Passed_I/ Site Failed: Additional Testing Needed(YEN) Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant y. f A r DEEP OBEI2VATId1�1IdLE;LdG; Hole#' 1 t Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° O —1 Z , Av 14t�• S�h� 2 s Y 3/� Aso,.{ IZu• 3 G" l3 Mod -S4 Io Y/t /L %V t JZD" C 11.ld• S41.1 d 2.5 Y 7/G Nen.c [ooLt �� �C Gra• DEEP OBSERVATION HOLE LOB; J.Hole lP Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. rnmictenru ° el 10 to A Pled. Sand Z.S Y 3/ No n l Loot-c S.' It Gr-,-,te to 132 13 maed .Snna to YR 414 Non.e low s"'1 jf 4M.' 3a '=J10'' C /''led.�n.nd 2•s Y % No�-e �oou l.s:, l� G�,��� j . . EE ( S t... . SOLE LUG hole'# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°° ravel DEEP OBSERVATION HOLE o Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfe On-) (Mu.._cil) I Mptrt,,g. L(c� _er•• ct .. n ..!` - - Consistency,% el 1 v.. Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes X Within 500 year boundary No_ 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? e S If not,what is the depth of naturally occurring pervious material? i Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature&.�-2''1 z Date 21 9 y _ 'I ....... .... .. er Ik to is I � I � !: 7�:�~ �.7••'� ` J . �, • 1 �, D i t `' Lam•ti!• - : _JI Po 4b or bam xx w4 r-r----e-�� UFW 7, _ ` -� ! - {all 0�' �• 1 i i IRST'. FLOOR .•P «:AN'. G , :a .- 0 ,!mil• � ; �, �'� �. T ^-� � + , + - soh ✓If�4'� �V -/• � � - ` ./ �" - - � Df�--N ":� --.. ? __��_�'� _ F -'•71 rJ b �- L_EV EL.GEjI 1�11�1 L7� :_.J+.:L� ..-l �,i • . 4k ir — V r. •`.: �ie.r y emu._-L ..ti _ _ _ _ J ..-..._ ._f _ - - a LA IR JSECOM)'. L OPP 5 _ 1t. k s � , a � _ � . .. .�•� LM c ' 31 ��• � t_EvE--L t�'�Itr.a1.1[a� !_.J+.:� _.-1 - Mk - I Z`,4 0&4,fto W. LIT k Ilk • 1 I 1 i `jjO::._ IDA 41 AWL ' .•r• - - --- -•• ' .', /d _-_ .� `�` J •'�� a •, _ �� ` �.--�-- •--- { - - .• G i s I ' V� ol up { i I of d�:L.cr.�Y ►':AIt� K �� ri LAI �._ _ J� Town of Barnstable P# L (��J Department of Health,Safety,and Environmental Services -1 �V6 Public Health Division Date Sl, 367 Main Street,Hyannis MA 02601 aewaauaM /l �r\ ✓ Maas AL G + /. Date Scheduled Time Fee Pd. Soil Suitability Assessmentfor Sewage Disposal Performed By: '��tC' ' •�L5111 t't4 Witnessed By:PO 0 n A Z • M;O rQ n d•1 �• S .. LOCATION & fENERAL'INFORMATION Location Address Owner's Name9L9-, ��q rd E 'ie✓1 4v Address XOA�XAZPOAY Ave, 0, �rMPLviz-ter-E Assessor'sMap/Parcel:1191,0_ Engineer's tr ,1�wt�s £. h I I f.6. NEW CONSTRUCTION REPAIR p,. Telephone N (S°8)74 I -7'7 9a Land Use RQ s��+•4 Slopes(%) if (a �- Surface Stones /UQn t Distances from: Open Water Body N A ft Possible Wet Area ^'1A ft Drinking Water Well> ICO R Drainage Way N A R Property Line ' ft Other B Q R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 18' 38 ' TV- t 7f---I `�w C, / l ' Parent material(geologic) 4 d✓��✓�Sh Depth to Bedrock >' Depth to Groundwater: Standing Water in Hole: NJA Weeping from Pit Face NJA Estimated Seasonal High Groundwater /0 E NAT OI'V FOl7 SEASK. ONAL HYGH WA..t TAntg Method Used: .. : ..... Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R, Index Well#_ _. Reading Date:.__.._.- Index Well level.,__ Adi.factor-__ Adj.Groundwater Level_ :. :< .: ;;.. .... PERCOLATION: Dat@ n.: Vine Observation p Hole k T`i/ Tf Z 24 Sq))&A$ Time at 9" Depth of Perc CE D n ached w;O1j;A Time at 6 Start Pre-soak Time /�•�s /0:3s� f�tsoal( �� -� End Pre-soak 3d A /Q•4 r L Rate Min./Inch < 2 Z Site Suitability Assessment: Site Passed_� Site Failed: Additional Testing Needed(Y/N)_ Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant p D8EPOBSERVATION �TOLKLOG:: I)(olc#; TP= 1 . .... .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) I Consistency,%Gravel) (Munsell) Mottling (Structure,Stones,Boulderes. a ti /Nth• Se hc/ 2 .S Y 3/► X'r-q; v� IT a• 3 G 3 Ad Sol od1 o YR /L 36t 120" C Sa.'d 2.5 Y 7/(. New Lool.� S� �� 61-,• id DEE.. YBSER... .. HOLE:LO..< Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) I Consistency.(Munsell) Mottling (Structure,Stones,Boulderes. % A Med. Send Z•S Y 34 No n-e Loose S' !D -3l '' 13 Mid Sena ►o YR '�/� Nont Goon-e S:n /rem.A 32 '=J10�' � /`led.Sry.nd 2•S Y %(� Nary-c �oou l.S:, l� G��:nt ;.>:>: ............... ....... .......... Y1. :E1�.t) S VA : Ot:YOLE:LOC>: .. Role# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) DEEP 0 SERVATIOl�i HCILE:LbiG Hole# Depth from Soil Horizon Soil Texture I Soil Color Soil Other _ Surface(in.) (U i)A)— (Munsell) . Mottling- (Structure,Sloncs,Boulderes. % V.. Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood bound No Yes Y �Y _ 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? eS If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature&,S C Date 2/ 95 "- N ----__._--__.-_.__....._._.._.._._._..........._...._..._._.._.._-...__..._.._.___....._.__._....._._........-.._..-...._..._.--..._-.._._...___._._...__....--------.... _.___.... _.._.... o. _ ___________ ]Q . 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D N. o TF ® O CY LL + EnN ^M �N LL w W N W � W aZ 0 L - - -J a LEFT ELEVATION SCALE:1/4"=1'-0" FRI .....___......._....._—._.._.....___--..___.__......_._,._.._._..-..__.._.__.._....�..__ LU V lu ® ® ® I . � m ry SHEET RIGHT ELEVATION A2 SCALE: 1/4"=T-O" JOB: 1-113 DRAWN BY: KiN DATE: 8/16/1T TWT2423 T4'-0„ 24'-O" 16'-0" A 14'-0" 12'-0" 12'-0" _ 8'-O" TW 2441 -3 8'-0" 1 ^5'-1" 8'-11" 4'-8" 15'-4" 89 5/8"x6 T/8" STEPS (5)11 T/8" VL H ..... ...... ._. 1 D Q I2'G ICING -w: - ..... - .....- TW 24410-2 _:__ _ ....__-- ...S N ..........._...................._- ..._ O o s9 T/5"X60 T/5" ®I ROOM I® a9_ a:zvo a":=: _- .�:::.. :::.:i: a LA _ - _ - _ - . oAK ICI W O . .................. J In LITE m MEMO 2- Q_ IL�EI -__- -- _ ,�_:'W--;.m-:::_:::::.. 7:.- ::.'":: :.TL:::7:::::._:':::. w L t 15-CITE - - - - - - -- FIXED FNCH 2- _ ...._-_...._......._.. .. .._ ._ - W 1/2 WALL 2 (3)11 /5"LVL HDR 15 O 8 -FICITE XED r1 FIRE 2- _ O BUILT IN I W O inRATED� d' GABS YV 5HELVE5 ABOVE 2'_8„ 24 ry 'Q O I - - - - - - - - - - - - - - -I �- DINING MASTER BEDROOM CR APET i i i Af r OAK w v OAK VAULTED CEILINGkilikill p Q - - — — — — — — — — — — — — — — — — — — 10'-6"®FLAT 00 TW 24410 GARAGE 12'-0"GATHEDRAL_CEILING �p �� Y. O DIM LEX 4 4 GREAT ROOM o _� N 4 GONRETE SLAB 1 R.O.33 1/8"x25 /a .4-2 w {n - eYWeYt� `( 30 1/5"x60 T/5" OAK 111 (9 1/4"D P) OM r W W N PITCH TOWARD DOORS • y TILE ''.., Z 4 ° ° MASTER Tri 44 m W O IO BUILT IN 10'-4" 2 w f�I a tV 12'-4" TILE GABS W/ 6 Q J 5HELVE5 ABOVE -2 - N V 10 (2)14"LVL. 6T A.F.F. - - . .,,. BEAM ABOVE ._-. • FL - SEE N DETAIL WALL 26 cL. 18J D. YV. Le, - _ Ld 31 I L. 111 'd V' TRAN50M ABOVE TRANSOM ABOVE (�I 1'-4 1/4" 1f1 26 RAISED CEILING fV - T-0"X9'-0"O.H.DOOR T'-0"xa'-0"O.H.DOOR AO 1 3'-10" 6'-4" 10'-6" G 12 5 __, BATH 24 5/5"x24 5/6" FLAT CEILING 26 TILE CONCRETE APRON O 26 54 4 __-- KITCHEN v HALL in - - OAK FOYER : LINEN G 235 U Q - OAK OAK ry «. 48 1/2"x41 3/8" a V - - - GL. - _ _ w _ --_- 10'-10 1/4 - 5'-4 3/4" `-O G.O. O L I 3Q 11'-4 1/2"I 2-6 3-W 3'-11 1/2" 6-15 1/4" L J LITE - 14-3 5/4" TW 24410 O O. ..................._............ .............................._..__ (V 30 1/8"x60 7/8" w lL ................................_.._._.............................................................:............... ...... ......._........._................::::::. 10,-b"CATHEDRAL GEILING STUDY N BEDROOM #2 ' OAK i OAK MAHOGANY ._....................... --... ---"._._PORCH_-- _—.-- I u- I I ..............._ ..__...-...._..........._._........_........._._....._..._ _....._........._._......._........_........ I I Q I I tll - (3 11 T/3"LV HDR Q - Q • � iv ry N a i N N i m S ? X N U 2 ul wLO p m U g SHEET w °= U iu ,w i0 m -4" 24'-O" 16'-0" 12-0" 14'-O" 8'-0" A 5 14,-0„ FIRST FLOOR FLAN JOB: 1T13 DRAWN BY: KW SCALE: 1/4"=1'-0" DATE: 8/164 t � 241-0.. ------- - 34'-0" 12-0" 12'-0" 20'-0" N r - - - - - - - - - - - 1 1 I N zLn I 4-1 -2x10GIRPODxb P.T. ST O I GALV.METAL P05T ANCHOR 10,'S0N TUBE"PER YV/ I 1 26""BIG OT'FOOTING TYP. �yyy� W 0 IT ■, ,..� � ` I ®16"O.G. ij I O U I 7 00 RATED r_( I O I I I I I I I I 28 I u I I I I 1 I I I I 2-0 DROP WALL UNDER DOOR 1 I UPin I I W LL -1 A Eww]i,, L - - - - - - - - - - T- DROP MALL AT STAIRS - - - - - - - - - - - - - - -^- - - - - - - - 1 O� LI - - - - - - T- ,� - :. I � BM P BM PKT BM PKT I Q O I 9,_S:, - 18.1 T._9::CONG.NA,I "CONTINUOUS FOOTING TYP. I . 8"X T-T,GONG.WALL .,r., V 16"x10"CONTINUOU5 FOOTIN6 TYP. i�i (n � � I .1 . I c1 f�1"' W 46"GONG.WALL +. .7 Mr/�� LL! O I 16"x10"CONTINUOUS FOOTING TYP. 1 I I I 2xt0'S I r, ry V■ r \�♦I W Lo GARAGE l � .r-r J 016"0.0. I cl I fY� 4 4"CONRETE 5LAB L J I I T W W PITCH TOWARD DOORS •I I I '. r I iv I L �J L -J Q 0 I I I I 1 I m c1 1 1 I l 2x1o'5 2'-6" 2x1o'5 I 2xlo's I a T - NOTE: 16"O.G. ' co 5/8"ANCHOR BOLTS � I L I I � ury EMBEDDED T' I I I 5PAGED 52"O.G. I I 12"FROM GORNERS I ` L J ' I YVA5HERS 3"x5"x1/4" I I DROP YVAI_L UNDER ., r I BM PKT I SLAB®DOOR5 TYP. I ?` I ® - P. - 1 5EENARROW WALL fl L -J DETAIL L J 1 r - - - - - F-L J L - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - L - I I I d I I Z FULL BASEMENT _I L -J 3 1/2"CONCRETE SLAB r VAPOR RETARDER'I D Q C BM PKT I L- -1 O O . 1 I L - —1 Try 3ot6 W -_., L -J 36 VWX is T/b" Q - - - - - - - -1 3-2x10 GIRDER ' 3 1/2"DIA.5TEEL COLUMN 4 30"x30"x12"CONCRETE PAD TYP. ry In 0 I 0'k 1,-9"CONC.WALL CL L.L _ 16"x10"GONTINUOU5 FOOTING TYP. I �D 1 BEAM POCKET �V . I I - - - - - - - - - - - - - - - J ..: I 4x4 P.T.POS 6ALV.METAL POST ANGHO ,!? r -'.-f1 - - - - - - - - 10""SONO TUBE"PIER YlV _ J T T ry 26""BIG FOOT"FOOTING TYP. 5HEET A424-0" 161-9" 12'-0" 14-0" 8'-0" FOUN ATION PLAN JOB: 1-713 DRAWN BY: KW SCALE: 1/4"=1'-0" DATE: 8/16/1-T N V LD N O Lo RIDGE VENT y J Lo 2X12 RIDGE BOARD V J N z > DD DD PSPHALT SHINGLES - W V) 5/6"GDX PLYWOOD RIGID WIND W05H BARRIER REQUIRED y'r'10" 9 76..00 ~ v L"' AT EXTERIOR EDGE OF EXTERIOR NALLL 12 ^J, Lj O ,2 TOP ep e pL �} R55 F.G.INSUL. y' os 5IMF50N 1-12.5 ../ ® ix6®16"O.G. ® FA5TENER5 AT ALL ?} 76` RAFTER/TOP PLATE - 85 JUNCTIONS TYP. 1a4 2xb'S®16"O.G. Li (2)1 5/4"X 14"L1/L BEAM 2X59®16"O.G. it ^ WM ob (3)2x10's ix3 5TRAFFING OR EN ROOM KITC WHEN 5/&"FIRE RATED GYP.BD. (3)2x12 HDR. T P05T IN WALL 1x6 TV,BEAD BD. w W ' BETWEEN GARAGE 4 LIVING [V BEYOND I O AREA - - 10"COLUMN BLOCKING 4'-O"O.G. rr�� 0 GARAGE IN FIRST TWO JOI5T AND RAFTER I d) �/� W '3 BAY5 FROM GABLE WALL 'Q ^ TBG 3/4"PLYWOOD I (') EL A 2x105®16"O.G.W/ II 2x69 11 16"O.G, SOLID BLOCKING I R21 F.G.IN5UL. R50 F.G.INSUL. I 1/2"GDX SHEATHING 4"CONCRETE SLAB DECK EK/W.G.5HINGLE5 PITCH TOWARD DOORS BENCH NOT SHOWN 17-7 I P.T.2x10®16"O.G. P.T.2x8'S 016"O.G. (3)2x10 GIRDER TYP. Y 2-2X8 GIRDER :?± 4x4 P.T.P05T ' I I GALV.METAL POST ANCHOR ��'� 3 1/2"5TEEL COL. I 10""SONO TUBE" 30"x30"x12"FOOTING <, "BIG FOOT"FOOTI PIER W/NG TYP .Y 10"" NO TUBE"PIER W/ 26""BIG FOOT"FOOTING TYP. 3 1/2"GONG..5LAB J L" r � Z 13 w Y SEGTION "B" SEGTION "A" � 5GALE: 1/4"=1'-O" 5GALE: 1/4"=V-O" N 5HEET S1 JOB: 1113 DFP, A BY: KW DATE: 8/16/1-1 20-0 Ln U go , Ln qLj 0 . OD } O W 0 L.A Z In J -U U. 0 14'-0" 7 00 GPrRPrGE x sq m W mlu m a . w z IL U1 O t .2X85®WO.G. 4 to IL m IL IL • N r F . - . SHEET FIRST FLOOR FRAMING PLAN 52 SCALE: 114"=1'-O" JOB: 1713 ' DRAWN BY: KW ' 1 DATE: 8/1611.T (3)11"115"LVL HDR N V IN J O V,^) YI Q C m J h � 00 (5)11 1/6"L L.HDR ~A~ W 0 f- V I I V W o 4 0 2x12 RID E (J) rs 4 2x12 RIDGE n (V 0 W W m o m IM a " 2x12 RIDGE - I I I I I I . � BEARING MALL v, rn "BUILD OVER" VALLEY Lu N> !L � CL "BUILD OVER VALLEY" I !L N 12'-O" SHEET ROOF FRAMINO PLAN 5GALE: 1/4"=1'-O" JOB: 1113 DRAWN BY: KW DATE: 8/16/i'f EXTEND HDR TO CORNER q 2X6 DEL TOP PLATE _ RAFTER 016"O.G. FULL HGT.5TUD5Jr • JACK STUD � � y, - (p U N NAIL 70P PATE o ° - O � TO BTM OF HDR APPLY SIMPSON MSTA18 CONNECTOR ° H2.5®EA.RAFTER Q W/2 ROWS OF lad NAILS y3 fy ON THE INSIDE FACE OF HEADER 0 ® TO EACH JACK STUD Fy y o o 5TRUCTURAL PANEL ayry `r'f HEADER °o TOP PLATE •` NAILED ad COMMON f 5 gf CONTfNUOU5 HEADER o° M W O ®5"O.G.EDGE AND FIELD 55 y CORNER TO CORNER V J U) {. - OVER MULTIPLE OPENIN65 J h ab f)y DOOR TRIMMER STUDS • ~y W IO Q ! SHEAR YAALL COMPLIANCE: RAFTER TO PLATE CONNECTION i z �( SCALE:N.T.S. II��..11 wQ W ` OEM" U \ \ - 50%OF EAGH WALL RUN , _ 2-3'XS"ANCHOR BOLTS PLATE WASHERS VERTIGAL 5HEATHING WITH 2-5/8" EACH NARROW WALL SECTION DidNAILS 3"EDGE/12"FIELD L O (4)16d NAILS PER FT BOTTOM PLATE /lye cr w 0 L= 15%OF EACH WALL RUN D 7 20%HDR>6-8" VERTICAL SHEATHING WITH Fil c { 5d NAILS 3"ED6E/12"FIELD n (4)ibd NAILS PER FT BOTTOM PLATEOD _ O V J W ICI co Z COO ONARROW WALL BRACING AT GARAGE DOOR 51—ALE:N.T.5. JOINT DESCRIPTION NUMBER of NVMBER of NaL SPACINGI w COMMON NPILS BOX NAILS ROOF FRAMING DOUBLE ROW 5TAG6ER NAILING BLOOKIN6 TO RAFTER(TOE NAILED) 2-bd 2-tOd EACH El+v INTO BOTH PLATES - RIM BOARD TO RAFTER(END NAILED) 2-1 Ed }tbd EAOH END 2X&DEL TOP PLATE WALL FRAMING f} "` TOP PLATES AT INTERSEGTON5(FADE NAILED) 4-16E 5-ibd AT JOINT5 3 3 S,t • SND TO STUD(FADE NAILED) 4-16E 2-i bd HEADER TO HEADER(FADE NAILED)) tbd 1b 24'O.G.ALONG ,1' ED s rf FLOOR FRAMING § JOIST TO 51LL,TOP PLATE GR GIRDER(TOE NAJLED) 4-ed 4-tOE FFR JOI5T 3LaKIN6 TO J 15T ROE"I=) - 2-6d 2-10d EACH END > 4 13LQ:KIN6 TO 51LL OR TOP P TECI OE NAILED) 316E 4-tbd EACH BLOCK n/ 1 C f _f .H• LEDGER 5TRIP TO BEAM OR 61RDF.R(FAGE NAILEDJ 316E 4-16d EPLH J05T 4rL1 VERTICAL 1 $tk t .KJST GN LEWER TO BE%IROE NAILED) 3Ed }tOd PER J05T STRUCTURAL PANEL T4 f - BAND JOIST TO JOIST(END_-) 316d 4-16d PER JOIST ¢ _ BAND J 5T TO SILL OR TOP PLATE(TOE NNLED) 2-16D 316d PER FOOT V I NAILED 8d COMMON - O - ®5"O.G.EDGE rys�, >yt - s.E - ROOF SHEATHING - - - ^/ •� AND 12"IN FIELD .ft Y/i1 q y $ -• - lL Q—/ t 6 2t Y �. ` VY.�D STRUONRAL PANELS OR TRU55E5 5PAOED UP TO 16'O.G. 8c1 tOE b".EDCFJb FIELD W ��I RAFTER5 OR TRUS5E5 5PAGED OVERtOE 4'E1X E/b"FIELD S GABLE ENDYVALL RAKE OR RAKE TRU55 w/o GABLE OVERHANG AE IO b'ED6E/b'FIELD {JL - - S'i ry- 3 GABLE ENDYtALL RAKE OR RPKE TRIES w/STRUGNRPL 8d � Od b'EWE/b'FOLD I�/ # F. aurlmKERs IL I 1 r _ 6ABIJ=ENDYtALL RAKE OR RAKE TRUS`w/L�KGVT BLOCKS BE toe a•EDGE/a•FIELD n Il GEILING SHEATHING - V a DOUBLE ROW '11 S, y f t GYPSUM WaLLBOARD 5E GOOtFRS - T:ED6E/10'FIELD rY�rY�� STAGGER NAILING 1} ; �F { WALL 5HEATHING W INTO BOX AND SILL HH>ti, {{ N ' e }4Sf "i r. WGOD STRUGNRAL PPNELS �.Z7' .,•'. 5ND5 SPACED UP TO 24"O O. 8C1 10d b"ED6E/12"FIELD S f " - '/�'PND jz"FIBERBOARD PANELS 8d - 3'ED6E/b•FIELD k'GYPSUM YtALLBOARD Sd OQOLER5 T EDGE/10'FIELD FLOOR SHEATHING 1 I I ✓'bOD STRUONRAL PMIELS I I 1'GR LE55 8c1 tOd b'EDSE/1"FIELD 1 GREATER THAN 1' !b lOd b'ED6E/6'FIELD SHEET - yyl 54 II s II I OFULL HEIGHT SHEATHING —SINGLE FLOOR 51—ALE:N.T.5. JOB: 1T13 DRAWN BY: KW DATE: t TNfr2423 " "14'-0" 24'-0" 16'-0" 12'-0" 12--l" 1'-0.. TW 2441 S1 B'-1" 8'-11". 4'_b" 15'-4" - 59 5/81,x 'V8" 5TEP5 (3) 1'1/a" L HD N B I � I m (D r, I 12'G (LING I N Q TW 24410-2 1 SUN 1 C O s9 T/a°x6o T/a" ®1 RO M 1® Z 4 1 OIK 1 14x14 MAHOGANY DECLLF K 4 ~ I I J If..l Y. aa P m CITE 3 I m < I O u ' 0 r.r W DN, 6 I r 50 .. Tv 15-LITE I ENGHI 26 w W . 4 9 FIXED I I - k } ®T '.f 1/2 WALL 2 (3)11 /a"LVL HDR 1 p L I ITE I f/yy Q e La o FIRE 2- GABUILT INBS W/ 1 Y. N RATED `r SHELVES ABOVE 2_� •. m I - - — — — — — — — — — — — — - MASTER BEDROOM CARPET DINING ,— ,; - OAK f - - - - - - 10-6 ®FLAT O OAK 3 - - - - - - - - - - - - - - - - - - - - - . VAULTED GEILIN6 _ Q TIN 24410 GARAGE . ob 12'-0 CATHEDRAL GEILIN6 - ru in DIM LEX ry Q w GONRETE SLAB 17 {l} Q GREAT ROOM Q R.O.33 1/a"x23 /a" N P2� �I! fV PITCH TOWARD DOORS OAK 1f1 (9 1/4"DEEP Imo, �} �I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - p, /' L 0 MASTERO BATH Tr244. m _ BUILT IN 3'-8" 10'-4" 12'-4" TILE 30 /a" 53 M n. GAB'S W/ Q ! 5HELVES ABOVE ______A_____A__ ___h_ ry e Y Y Y v (2)14"LVL bb'A.F F I - N o. BEAM ABOVEal M1 FL l 5EE NARDETAROW WALL 2�Z1/4" GL. 1J D. W.TRANSOM ABOVE TRAN50M ABOVE �, (�I - 1' 26 RAISED GEILIN6 1 1V T-O"x9'-0"O.H.DOOR T-0"x9'-0"O.H.DOOR S p�I 3'-10" 6'-4' 10'_6" G 13 5 w__ BATH CONCRETE APRON flt FLAT GEILIN6 - 24 5/8"x24 5/a" Q p 26 5� 2¢ TILE KITCHEN * HALL m I G 235 o OAKFOYER Opp T Q OAK tV V 45 1/2"x41 5/a" o 15-CITE - GL. - 1 10'-10 1/4" 5'-4 3/4" ry V 26 6 50 R - ryA i... GL I 0 a I _ _� (�O Q 1 51LGOG .' -r_ (1 a. h, ( Q z 1L T 5 L 3- I 1 '-4 1 2"1 3-b" 5-11 1/2" 6'-8 1/4" I O 1" Z Q L, r J LITE 3' 1f b'-0^ 14'-5 5/4" TA 24410 W O I ry 30 1/a"x60 9/5" 10'-6"CATHEDRAL GEILIN6 BEDROOM #1 BEDROOM #2 IL N OAK IL W AHOGANY n I OAK i (n PORCH I I f u-j LL 1 I I m I I 2F (3 11 l/a"LV HDR Q 4 O 1 16., z�dX tV I ry N � x n -ku x m -k uu s,� m 0 N a 5HEET 2._6" � 24'-0" 16'-0" 12'-0" 14'-0" •g'-0" 'I4'-O" i i FIRST FLOOR FLAN 1610 � DRAWN BY: KW SCALE:1/4"=1'-O" DATE: 5/24/16 1 N .. N V � N O RIDGE VENT - J Lh 2x12 RIDGE BOARD /v11 'k J n zoo ASPHALT SHINGLES Q W O 5/6"GDX PLYWOOD pL - I, T L RIGID WIND WA5H BARRIER REQUIRED .yf,B OC ~~ U LL AT EXTERIOR EDGE OF EXTERIOR WALL 12 TOP PLATE 12 ' .. La,l O ae im a fro'OG /os SIMPSON H2.5 R55 F.G.INSUL. 0 ® 1x6®16"O.G. ® FASTENERS AT ALL a RAFTER TOP PLATE des IS If �C JUNCTIONS TYP. ®7, � 12 � LA IS 6 OC 44 2x6'S®16"O.G. (2)1 3/4"x 14"LVL BEAM y�g5®16"O.G. �� LY iX3 STRAPPING GREA ROOM i KITCHEN �, (51 2xios W Lp 5/5"FIRE RATED GYP.BD. c� I { W W BETWEEN GARAGE 8 LAVING (3)2x12 HDR. ry POSTBIN hALL EYO D D sf 1x6 T86 DEAD ED. I REA BLOCKING 4'-O"O.C. ry I I ry 10"COLUMN M 0 GARAGE IN FIRST TWO JOIST AND RAFTER I I Q W d' BAYS FROM GABLE WALL '3 I I m T6G 3/4"PLYWOOD I I �i a 2x10'5®16"O.G.W/ I Q 2xV5®16"O.G. 50LID BLOCKING I R21 F.G.INSUL. R50 F.G.INSUL. 1/2"GDX SHEATHING 4"CONCRETE SLAB DECK EK/W.G.SHINGLES PITCH TOWARD DOORS BENCH NOT 5HOWN I P.T.2x10®16"O.G. P.T.2x8'5®16"O.C. (5)2x10 GIRDER TYP. �. 2-2x8 GIRDER 4x4 P.T.POST a. 1 GALV.METAL POST ANCHOR 5 1/2'STEEL COL. I ' I I 10"1150NO TUBE"PIER YV _P 50'.x50"X12"FOOTING �5 I 26""BIG FOOT"FOOTING TYP / // \\ 2W-0:, r LU 101," NO TUBE"PIER YV 26""BIG F 7 FOOTING TYP. 5 1/2"GONG.SLABtu - Q/ LU LU LU LU V t SECTION "EY SECTION "A" SCALE: 1/4"=1'-0" 5GALE:1/4"=1'-0" I 0 s SHEET f 51 fJOB: 1610 DRAWN BY: KW DATE: 5/24/16 C LOCUS OF FOU_t40A'fl1U4 97.5-0 SEPTIC SYSTEM PROFILE ,Y _ UP Fll iS D GRADE F;I I4SHED GRADEAt, E_SS COVER TU BE f P%_,JfGHT TO S tJiSHE7 C4ZXX /O OF q:: 40 PVC P, v_ `\ U g - 1 4" Z'MIl�l. PRECA.S� ROW(.HANse 2•'Or lil-TO.'2- S - L����� `✓ / _ FLOW LINE � �PV('PIPE _.�: G ' Wi 3J$' SLOTS DOUBLE WASHED�T()NE �" --- OF9"Sth �ti '4!c L _ I`REE OF FINES ANO DUST �i'jr_�/ ? f i ��- ._.. . .,...r.e.�r "F � I SAMI'iA,RY TEES /' IKV. EL � b' CRUSHED ItiN.El. �`-� � � �---� W L+�) .L ?k!A { ± SANITARY TEE W/ GAS TRAP ----�_ r S1UliE ZY 99,941, 93,73 --` 6' CRUSHED 5TONf •� 9/, 7 i /7' __.. - � r------_.__ .._____ 7s ao ' i_____ ��__ L_.___ �._..__ _.__----- -j I►�. EL c x u � IRV FL )3 9iTO,.._ � 1'c• 3I4`F#afE ICE FINES WASHEDSTONE 4 dr .X"T r'y i SE P TIC "''ANK _... ., TRIBi•i T E_fV !ON tt X LEACHING CHAMBERS / l 1/8•TO 1 Z tb(�lRU WASI.IED STD. -fir- EE✓O- EHNES AND DUST 92 f , �� - s T -, `�-► 2Y' NOTES 1 ALL COMPONENTS SHALL BE. ROTONDO PRECAST, EXCEPT THE /d LEACHING CHAMBERS, THEY SHALL BE 500 GAL LEACHING CHAMBERS BY WIGGIN OR EQUAL 3/4' TO 1 i/2' DWOLE WASHED S-1W.. FREE OF FINES AND OUST 2 ALL PIPE SHALL BE 4' SCH, PVC PIPE UNLESS OTHERWISE NOTED IN 3 MATERIALS AND METHODS OF . CONSTRUCTION SHALT LEACHING CHAMBERS CROSS - SECTiQI 1 4 CONFORM TO THE REQUIREMENTS OF TITLE V MASS i �-- ENVIRONMENTAL CODE . AND THE REQUIREMENTS OF Tf IE LOCAL BOARD OF HEALTH _..._DATA 4. AL L }OPSOIL. SUBSOIL AND UNSUITABLE MATERIAL SHALL OF REMOVED PER 31 CMR M R 15 255(5)FOR A MINIMUM DISTANCE I DESIGN FLOW Iry 1 3 BtDt?C?OtJI NO GARBAGE GRINDER '' SIDES OF THE OUTER PERIMETER OF THE PROPOSED SOIL ABSORPTIONv SYSTEM" DESIGN FLO%.AJ �3 ;< 110 GAL IDAY / BDR = 330 GAL/DY AI`�G FROM BENEATH THE SOIL ABSORPTION SYSTEM TO AN ELEVATION OF 93? OR UNT!I_NATURALLY OCCURRING PERVIOUS MATERIAL IS OBTAINED PER 310 CMR 15.250 AND THE LOCAL 8 O H. OFFICER 2 LEACHING AREA PERCOLATION RATE 2 MiN !N SOIL. CLASS 1 / "`- -...«... . AFTER THE EXCAVATION IS COMPLETE THE AREA SHALL BE BACKFILLED AS PER 310 CMR 15 255(31 AND THE LOCAL B O H OFFICE DESIGN PERCOLATION RATE = MIN 1 IN 5 ALL UTILITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE PROVIDE 2- S.'2 WIDE X.B,6-LONG X 2" DEEP LEACHING CHAMBERF INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR "' �• ` �., ��� FOR EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION EFFECTIVE LEACHING AREA /3,2WIDE 25,0 LONG, 2' DEEP v OF THE PROPOSED SEWAGE DISPOSAL SYSTEM 8,1/ � .� = 3 LEACHING AREA PROVIDED 6 ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE , - U ----' J APPROVED . AL_iN WRITING . BY BOTH M:'LLER ENGINEERING S'[3F4"JA!__ _EACHING CHAMBERS ZS LNG x Z �T x Z SIDES = !J D SQ FT AND THE LOC BOARD OF HEALTH END LEACHING CHAMBERS 13,2- LNG x 2'HT. x c SIDES = 52 SQ. FT. ALL UNUSED LEACHING CHAMBER OUTLET PORTS 'RILL BE , ..-�'' 19.3 ..� - _ /3.2 WIDE = 3.3c7 SO FT ---- / 'i COMPLETELY FILLED WITH GROUT BOTTOM LEACHING, CHAMBERS ,S" LNG x I�.�r i� c e {:-�.� /U C/1R /TOTAL AREA PROVIDED r Y ... SQ,FT ram_...---- �.-.-_.--•-"'�.---- 4. CAPACITY y82 SQ FT x ,fGAUSF ?S 4 tUAUDAY 0,, SAIL DATA SOIL TEST PERFORMED DECF BEE 20 999' BY PETER T. MC; ENTEE AND WITNESSED PROPOSED EWAG E BY DONM Z. MT tDI OF THE BARN.. TABLF BOARD OF HEALTH. b_y� ` L DISPOSAL SYSTEM _M._._._--_._._._�_ _ . __.__. LOCATION L vr7�� 5e�ba :k -- _-__ __-T_._- ____ _. 92 JOSY'S LANE r h I TEST PIT 1 TEST PIT 2 BARNSTABLE. MA � APPLICANT . RICHARD EFFRON 96.2T0 � 9`,G d 30 MASSAPOAG AVENUE �Ir k I MEDIUM SAND � ? ^wF^;L'M SANDSHARON ._._._. _--.----_..__ ..__..__ _ ,----__MA-_—___ I ti 9-1Z4- /2' PREPARED BY MEDIUM SRND MEDIUM SAND " f. r ► MILLER ENGINEERING LEGEND 93.E PLAN SEl�CH MARK ' . STREET s EXIST CONTOUR SCALE• ��k`_20 � `c �� L� t� '�ta� . _�' I� SEEKOOOKMA 02ii 'OP ;OF ON I ` MEDIUM SAND MED J� SAND � �' ` j r508} 161-??90 R PROPOSED CONTOUR BO 1Nt� �N HE � ! TEST #�+t ;ORNER (F #8�; /��by'_, 1/.� 84•2�/�D" f3G�� ��O" •! EL '/a, , December 22 1999 ; Ll PERC HOLE ( REVISIONS �-,�-/,d �CHK BY. ..,/. T, PERC RATE" z -2 Mp; PERC PATE _ <2 MPI 10i1"� PROPOSED SPOT ELEVATION i PERC DEPTH =60" C9/,2j j PERC DEPTH=60t`,y/,0 ! G Irv' DEPTH --120"l,B6,? ' ; G W DEPTH=120"04 v 99- 12 Lows -_.., To F�.�dar'/an SEPTIC SYSTEM PROFILE ( NOT TO SCALE ) Access /`fA/ FINISHED GRADE ��g�n �rT/.�c ed Grade ro®/auger i f° T Ven1-+- /D"ef�1.Sch �lZ� yp 2'OF 1M'TO 1f/Z Ra o�. id 3 rF a"SC>i.40 pvC PIPE Z i�v, _ 9 U � WASOF ED ��AND Dt1STE ,f` hra, s 93, 7Q 4r ,� / - I OF 4"SCH,40 pVC PIPE ; 9y I ;,�z S 55 6' CRUSHED INV.EL c-_a c�..r.� Z'y` E - LOCUS MAP /.rr, E/. --,` / E7' c c c 9y 2/ M117, y. �3 9G INV. EL 7' `` 949 - 3/4" TO ICI " DOUBIE WASHED SINE I ¢ FREE O�FINES AND DUST 7S.OO ' /J'iOro fBfJ` GROUND WATER PROPOSED 1500 GAL. SEPTIC TANK WITH DISTRIBUTION BOX LEACHING CHAMBERS AR 120 Lof 16, '906 .5F MICRO FAST UNIT I, /&"TO DOUBLE�EE OF FINES AND DDUST STONE r 124-11 L/iP7/,s o NOTES 6"'Dve'/�a'�y 1. ALL COMPONENTS SHALL BE ROTONDO PRECAST, EXCEPT THE LEACHING CHAMBERS, THEY SHALL BE 500 GAL LEACHING F �_ i 92 CHAMBERS BY WIGGIN OR EQUAL e, -4- l:-- 3/4' TO,1.1/2" DOUBLE WASHED STONE � ` _ 2. ALL PIPE SHALL BE 4" SCH PVC PIPE UNLESS OTHERWISE NOTED. FREE OF FINES AND DUST - ---- 1 3 MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF TITLE V, MASS. LEACHING CHAMBERS CROSS - SECTION 9� e ENVIRONMENTAL CODE , AND THE REQUIREMENTS OF - I -...___- THE LOCAL BOARD OF HEALTH. OO 4. ALL TOPSOIL, SUBSOIL AND UNSUITABLE MATERIAL SHALL BE DE N D TA REMOVED AS PER 310 CMR 15.255(5)FOR A MINIMUM DISTANCE OF 5'LATERALLY FROM ALL SIDES OF THE OUTER PERIMETER 1. DESIGN FLOW: PROPOSED 3 BEDROOM , NO GARBAGE GRINDER OF THE PROPOSED SOIL ABSORPTION SYSTEM AND FROM ' opt / "• y�, Bfou/ei' BENEATH THE SOIL ABSORPTION SYSTEM TO AN ELEVATION OF 92 pESIGN FLOW: 3 x 110 GAUDAY/BDR. _ 33D GAUDY OR UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS OBTAINED PER 310 CMR 15.250 AND THE LOCAL B.0,H. OFFICER. AFTER THE EXCAVATION IS COMPLETE THE AREA SMALL BE 2. LEACHING AREA: PERCOLATION RATE = e2 MIN./IN. SOIL CLASS 1 BACKFILLED AS PER 310 CMR 15,255(3)AND THE LOCAL B.O.N. OFFICE. _ DESIGN PERCOLATION RATE a MIN. /IN ►y,.y-� .�"4 �v b 5. ALL UTILITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE "'-------- ` INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PROVIDE: 2-h'2' WIDE X 8.5'LONG X 2' DEEP LEACHING CHAMBERS FOR EXACT ELEVATION AND LOCATION PRIOR.TO CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM. EFFECTIVE LEACHING AREA --,'3,2 WIDE, 2-�'4 LONG, 2' DEEP q Iti 6. ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE 3. LEACHING AREA PROVIDED: `�� `` , ,ry? �•,, ,' APPROVED, IN WRITING, BY BOTH MILLER ENGINEERING , AND THE LOCAL BOARD OF HEALTH. SIDEWALL: LEACHING CHAMBERS: Z;: LNG. x L?BHT. x SIDES = /pG� SQ. FT. 7. ALL UNUSED LEACHING CHAMBER OUTLET PORTS WILL BE END: LEACHING CHAMBERS:/3,2 LNG. x 2'HT. x ? SIDES = .3 ,6 SO. FT. COMPLETELY FILLED WITH GROUT U BOTTOM: LEACHING CHAMBERS: P6-'LNG. x i�2 WIDE 3,3C1 SQ.FT, 8. REQUEST A VARIENCE FROM 3.10 CMR 15.214 TO �ad�+ �, $ --" ��,. ,•--• ALLOW THE CONSTRUCTUION OF A 3 BEDROOM TOTAL AREA PROVIDED = '82. SQ,FT. DWELLING ON A LOT WITH 16,906 SF WITH THE USE 37.-;"'� OF AN ALTERNATIVE SYSTEM, 4. CAPACITY:4�162-6SO. FT. x , 7e GAUSF=357 GAUDAY x G� SOIL DATA p SOIL TEST PERFORMED DECEMBER 20 1999 BY PETER T. MC ENTEE AND WITNESSED PROPOSED SEWAGE"" BY DONNA Z. MIORANDI OF THE BARNSTABLE BOARD OF HEALTH. DISPOSAL SYSTEM LOCATION : 92 JOBrS LADE i MAR 6 200 �j , TEST PIT TEST PIT BARNSTABLE, IMA 9L lob .5; APPL(CAN7: "" � � RICHARD EFFRON ���si" ,Zor7%r7r� "Se f backs NOTE: 9/.. 9 , a o 30 PASSAPOAG AVENUE; z 1,/old 2D• A Maintaince Contract for the Fast Unit is required be provide Y MEDIUM SAND �s y,; MEDIUM SAND SHARON, MA.Side ' /©' /0' 9 i� ° 9 � �v € PREPARED BY to the board of health for inspection, maintenance and care o � Ir.'yX' 6 MEDIUM SAND MEDIUM SAND ' MILLER ENGINEERING unit. Sampling analysis will be provided to the Board of Heal h 9? A° '°'- LEGEND 9 ,' � �.,,. I 21 BROOK STREET PLAN required by the Board. BENCH ARC z s 1 £EE(508)761 7790 MA 771 EXIST. CONTOUR SCALE: 1 - 20 TOP OF CONC. ?_.5 Y 7/L MEDIUM SAND y MEDIUM SAND PROPOSED CONTOUR BOUND ON THE - �� ` SOUTHWEST CORNER OF # 80 JODY LN., /zz, December 22, 1999 TEST PIT CORNER OF #80 PERC HOLE EL. = 100.78 REVISIONS CHK. BY: PERC. RATE=<2 MPI PERC, RATE=<2 MPI 100x0 PERC. DEPTH=6V 91,2J PERC. DEPTH=60'C9ro,} _ PROPOSED SPOT ELEVATION G.W. DEPTH=120"&_ G.W. DEPTH=120'p,G,v 99-124 .,as".....K� LOCUS TOP OF ;:("IDATION j 97;so SEPTIC SYSTEM PROFILE 1-� -. _- )T -1 ' ) SCALE ; . . FINISHED GRADE FtMSHED GRADE � ACCESS COVER TO BE i 7. D(7 BRO1X3HT TO nN SHED 'JRADE 1s y SCN 40 PVC PIPE /�•01 4" • ( 4" 7 MIN, 2"OF 1!8' O 1;:" FLOW LINE - �•40 WC PIPE .► G' DOUBLE WASHED STONE c ?� OF 4"SCH. 40 pVC Ir 99,70 i '-FEEL OF)F LINES AND DJST {�✓. -Al? INV, EL. 10"t 14• I s D 2 s oos 9,,./o - --- 9y 6✓ 7 _. _ ..._ SANITARY TEES j INV EL 6' CRUSHED INU.E1. �� t'- -I — � -j C 3 I. C C la S MAP SANITARY TEE W/ GAS ;RAP E-- S� � o c� C� c� 2 �r _ -_ ----- % 9F,96 9i7Y L HEN. EL. 9/. id L- aUSwD sroNE � INV EL. 9 3 ''� < 4 M 7 /7 INV. El. 93, 90 3/4° TO 1 1!2" DOUBLE WASHED STONE FREE OF FINES AND DINT A 126 LoI �9 PROPOSED 1500 GAL. y SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBERS _ 1fa"TO 1, DOUBLEE WASHED STONE L Fib OF FINES AND DOS7 f- - -- — ,. ¢'r� f �� 27 NOTES sz, e 1 ALL COMPONENTS SHALL BE ROTONDO PRECAST. EXCEPT THE ` LEACHING CHAMBERS THEY SHALL BE 500 GAL LEACHING CHAMBERS BY W(GGIN OR EQUAL ;/4'� 11,2� xEtiVASHED 510 C E AND DUST 2 ALL PIPE SHALL BE 4" SCH PVC PIPE UNLESS OTHERWISE NOTED GU ;~ LEACHING CHAMBERS CROSS - SECTION 3 MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF TITLE V MASS ENVIRONMENTAL CODE , AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH -==_ . ys ,f iI=SIGN DATA '= ��, p 4 ALL TOPSOIL, SUBSOIL AND UNSUITABLE MATERIAL SHALL BE \ ` REMOVED AS PER 310 CMR 15 255(5)FOR A MINIMUM DISTANCE DESIGN FLOW f'r�,�s�GC2' 2 BEDROOM NO GARBAGE GRINDER C.c�- '" .:i�t�«', /ii, OF 5'LATERALLY FROM ALL SIDES OF THE OUTER PERIMETER ! � OF THE PROPOSED SCt_ ABSORPTION SYSTEM AND FROM DESIGN FLOW Z x 110 GALJDA.Y r BDR. = 3300ALrI�Y BENEATH THE SOIL ABSORPTION SYSTEM TO AN ELEVATION OF OR UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS 1� OBTAINED PER 310 CMR 15 250 AND THE LOCAL B.O.H. OFFICER 2 LEACHING AREA PERCOLATION RATE �2 MIN J iN, SOIL CLASS -I AFTER THE EXCAVATION IS COMPLETE THE AREA SHALL BE BACKFILLED AS PER 310 CMR 15.255(3)AND THE LOCAL B.O.H. OFFICE. DESIGN PERCOLATION RATE = 5 MIN / IN ) 5. ALL UT!LITIE`� `�H PROVIDE 2- -,2 VVIDE X ^ �� , OWN ARE PLOTTED FROM BEST PvA,LABLE c9,SLONG X 2 DEEP LEACHING �riAMBrR r^ •- /per ` ; ti ' INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR FOR EXACT El EVA-!(--;N AND ;_;:,CAT ON =PRIOR TO CONSTRUCTION EFFECTIVE LEACHING AREA = 9 2WIDE, 2/, LONG 2' DEEP OF TH` PROPOSED SEWAGE DISPOSAL SYSTEM 3. LEACHING AREA PROVIDED F ALL''HANGES AND VARIATIONS FROM THIS PLAN MUST BE , ....•� APPRr VED IN V�'RITiNC BY BOTH MILLER ENGINEERING SIDEWA►_L LEACH�rd CHAMBERS: 2/� LNG x,� HT x 2 SIDES = �Y SO PT AND THE LOCAL. BOARD OF HEALTH END LEACHING CHAMBERS 9.2 LNG. x 2'HT x 2 SIDES = S© FT. - --� �.�, '. M � � '""""` .-�""- •„�,,�.-�'' � 7 ALL UNUSED LEACHING CHAMBER OUTLET PORTS WILL BE , COMPLETELY FILLED WITH GROUT BOTTOM LEACHING CHAMBERS 21 LNG. x 92 WIDE _ 19 SQ. FT B, lPc uesr a V.Ti'ie�r f oGB � iiy S r ; I , TOTAL AREA PROVIDED 3/ SQ FTfa a, v x4nwbzw of .7 Z _ ✓ G� . _ l�s�«ii���. ®n a Zoe U,�ff� �, 9,9(- 5/,= 4 CAPACITY F/y SO FT. x ,75/GAUSF =232 `zALJDAY SOIL DATA SOIL TEST PERFORMED DEIEMBER 20 1999 BY PETER T. MC ENTEE AND ;NITNESSE.D PROPOSED SEWAGE 92 ..,/a �'� ' L to BY DONNA Z. MIORANDI OF 'THE BARNSTAKE BOARD OF HEALTH, DISPOSAL SYSTEM _ -- -__ __ 92 JOBrS LANE g - �o TEST PIT_.:I TEST PIT 2 BARNSTAABLE,MA _. I ADD[_!CANT RICHARD O 96. 1 o 916.0 0 30 MASSAPOAG AVEN ,r 3 MEDIUM SAN±a sy MEDIUM saNO SHARON; MA 9,OU /2,, i 95,2 !4" �F r� {`fir r r 0� /UYR z MEDIUM SAND �/O YAP MEDIUM SAND LEGEND 3 9 ,2 ,� „ � 93,3-+32„ ,RY�Y � 21 BROOK STREET MILLER ENGINEERING --- ---- I I PLAN SEE� + j i K,ONK . MA 02771 -- EXIST CONTOUR SCA. E. 1" = 20' B NCB < ` +508) 761-7790 TOP .Oc CONC 2SY% MEDIUM SAND I��y MEDIUM SANG 1 BOUND ON THE All PROPOSED CONTOUR A. rF S. ,IT CORNER of #SG 86.21 f, a" December 22, 1999 EL =10�1 7,9 =ERC MOLE REVISIONS -/-3-Od CH BY: PERC RATE = <2 MPI PERC RATE=<2 MPI 2-/O-o D �RCPOSED SPOT ELEVAT ON PERC DEPTH -60" (91• PERC DEPTH=600/4) G.W DEPTH=120,,,, �,, G W. DEPTH =12(%,,o4,0) 99 124-A y'. ASSESSORS REF.: Map 120, Parcel 095 ; OVERLAY DISTRICT: u WP - Well Protection District State Zone ll RPOD • ,OA''E FLOOD ZONE:Zones X N 66 Community Panel No. r ` N LOCATION MAP #250001CO544J (1"=2000t) July 16, 2014 490, � Lt MIN MIN Opening for FAST NOTES T-BTOwer piping to FAST®may not exceed 100 FT[30.5m] total ZONE: RC (RPOD) module to sit on tank length and use 4 elbows maximum.For distances greater than 100�f[30.5m]-consult factory.Biower must be located above Area (min.) 87,120 SF A Galbn� flood/standing water levels on a concrete base. Frontage (min) 20' Settling Width ((min) 100' i Zone m 2. Vent to be located above finish grade or higher to avoid Setbacks: 25 i )9. w2 wI NIIN infiltration.Capp with vent grate with at least V2 sq in.of open Fron t 20' o surface area.Secure with stainless steel screws(see sheet 3 of Side 10' o()% ;' j L9 1_ 3 FAST Details.) Rear 10' R�SER�E See Note 4 - B GaBon Run or vent to desired location and cover opening with vent SEPTIC NOTES grate with at least V2 sq in.of open surface area.Secure with 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours s inle a bind screws.ro ack piping re s emust not allow excess Prior to Any Excavation For This Project the Contractor Shall Make Lot 2i5 Z All tank 9 g the Required Notifications to Di Safe(1-888-344-7233)and contact 16,994f SF --- N penetrations 3. All appurtenances to FAST®(e.g.tank pump outs,etc.) must Sullivan Engineering&Consulting Inc.(508-428-3344). trkal condultfrom blower must be water conform to all country,state,province,and local plumbing 2.The Contractor is Required to Secure Appropriate Permits From Town control system to blower/blower �/Pump tight and electrical codes.The blower control system is provided by housing.See note 1,3,&6. Pork Agencies For Construction Defined by This Plan. 'sue. 6� see note 3.5,a,6 6°0 (1.51 BiaMicrobics,Inc. t9km 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall P�/Nent see 4. Either the influent pipe tee shall be fitted with a pipe cap or the Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to -- - o_ note 2.5,&6 baffle separating the two zones shall be extended to the to of �- 15 �` ___ the tank.If choosing to use the q[�e cap,drill a 1/4"[0.bcml Assure Watertightness. In General,Water Lines Shall or Constructed in pipe e N MIN vent vent hole in the cap and the ba3 fie shall be at least 3"[8] higher Coordination With COMM Water,and Shall be in Accordance /. pipe see Note 2&6 than the water level as shown on the drawing. With 248 CMR 1.00-7.00&310 CMR 15.00. Joints must be 4.A Minimum of 9"of Cover is Required for All Components. water tight 5 All inspection,viewing and pump out ports must be secured to 5.Al l Structures Buried Three Feet or More or Subject . prevent accidental or unauthorized access 30 E, to Vehicular Traffic to be H-20 Loading.It is the Engineer's `\ 6. Tank,anchors,piping,conduit,blower housing pad and vents Recommendation that H-20 Always be Used. 7'MIN 0 1 3/16143.61 MAX See note 8 are provided by others. 6.Install Watertight Risers and Covers to Within 6"of Finished Grade [5cBl MIN]0 7. All [n and ancilla a ui ment installed after FAST®must Blower �P g ry q p Over Septic Tank Inlet,D-Box,and One Leaching Chamber. Piping ..- impede or restrict free flow of effluent. All covers are to be maximum IS"for concrete or 24"Cast Iron. CU - _..- pP G - \ See Note 1 61/2116.31 - PR4LL1Ng3- - \ Q 8. No more than 4 FT[1.2 m]of fill may be placed over unit lid. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 20.9 o_E� 39� �j 0 MIN �p� 1/st1/$[3s 4to Refer to installation manual for more details. 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable sQ �' F. E \ �� 9 �� ,'�.� 9. See sheet 3 of 4 for required dimensions. Board of Health Regulations. O I- PRO• F \ \ 8.All Piping to be Sch.40 PVC. ...... U _ \\ Inge t 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 0 �Note 15[381 MIN Sump of 6 . \ Re-Bar Setting 1 3/16[104.6]MIN 10 ® l Fnd i O� Zone 2315/16[60.81 M 5 � See note 3 ;� RO AN4c Treatment 915/16[251 MIN FAST teated op P31C 5v i 2 / Zone effluent see note 7 ROPO5opS1NG 0 PROVEWA� /o / - - Finish Grade - P R N MIN. pR 'F - - _ 0-per 0 f /' S�� �/r. R=32.7' FAST DETAIL 9' Min Compacted Fill _ r Filter opOs� ( R 66 r.� NOT TO SCALE Fabric pRN _ O• S.P - TBM Et=34 --' And/Or 3" 5�1) PR 25 _ ''�- �8 of nd - '"~ 1/e _Stone QPO Pea Stone PR0- J _ 5 R=32.a' 3 LEACHING Double Washed 51 .15 _. '�/ CHAMBER Stone one y c!?!S _-- ' CB/OH - r 4 12. 10' _ CROSS SECTION OF CHAMBER R=1 NOT TO SCALE - L=78.48' ALLOWABLE FLOW Lot Area=15,098 SF Provide 660 GPD(W/NITROGEN CREDIT)x 16,994 SF/40,000 SF=280 GPD F.G. Clean Ou t See Note 6 (typ.) 330 GPD(W/NITROGEN CREDIT)Approved Per 310 CMR 15.214 Variance EL. 37.0 F.G. EL. 36.5 92 JOBYS LANE DESIGN DATA Flow Equilizers PERC TEST: 9652 Single Family EL. 35.0 as Required -3 Bedroom 110 GPD Installer To PERFORMED BY:PETER MCENTEE,P.E. Confirm Prior EL. 1500 G Ilan EL. 34.00 Too EL. 34.25 SOIL EVALUATOR NO.1542 No Garbage Grinder To Any work eptic ank WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE Total Daily Flow=tic GPD ( FAST DETAIL} y _ DECEMBER 21,1999 Use a 1500 Gal Septic Tank EL. 33.St3 *F VERIFY ESOIL O* SITE PASSED 3 Chamber Leaching CONDITIONS To Be Installed On LEACHING AREA a ompac a lose _ 5 330 GPD(MIN DESIGN)/0.74(LTAR)=446 SF Required Bedding,"T"s, TEST HOLE - I EL.33 TEST HOLE - 2 EL.31 Sidewall=2(12'+25')2'=148 SF Inspection Port, K Encountered Remove:& Replvee & Boffels A11 Unsu,lcDle..Sa,ls tVlth,n.5 of A LAYER.2.5Y.3/1 A-LAYER2.5Y 3/1 Bottom Area=(12'x 25)=300 SF as Per Title 5 The Outer Perimeter, of`The :Sys.tom, N VERY DARK GRAY VERY DARK GREY Total Provided=448 SF o; MED.SAND 30.0 roundwater o N G 12" sAND 32.0 12' LEACHING CHAMBER DESIGN Per Test Hole 2 B LAAYEYE R 1QYR.4/6 B LAYt?R.lOYR 4/6 DARK YELLOWISH.BROWN -DARK YELLOWISH BROWN All Pipes to be Schedule 40. Use DEVELOPED PROFILE OF SYSTEM EL. 12 36" WD.,SAND... 30.0 32" MED:.SAi1D 28.3 Groundwater C LAYER 2.5Y 716 C LAYER 2.5Y 7/6 2-500 Gal.Leaching Chambers in a YELLOW YELLOW 12'x 25'Double Washed Stone Field as Shown. NOT TO SCALE Per T.O.B. Standard MED.SAND MED.SAND _ 60" PERC TEST 28.0 60" PERC TEST 24.0 25 GALLONS GONE 25 GALLONS GONE PERC RATE<2 MIN/IN(LTAR=0.74) PERC RATE<2 MIN/IN(LTAR=0.74) 120 23.0 120 21.0 �� y��. NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED = `J3 A �SS10NA���r•� N 0 TES: PREPARED FOR: PREPARED B Y: Tl TL E.• � Plan 1.) This plan is for permitting purposes only. Brian T. Dacey, Trustee Prope"dro' eemen`ts �--. 2.) The property line information shown hereon was compiled from available record information. At f • 3.) The topography shown is from Town of Barnstable (5M 428.33" • P.O.Boa 659 7 Parker Road,Osterville,MA 02655 �� GIS. The datum used is approximate NAVD 88. lw 10 . s Lane secl�sulllvanengfn.com • www.suilivanengin.com 20 0 10 20 40 80 Droft: JOD Field: n` psterVllle) + w Review: JOD Comp.: DATE: October 30 2017 SCALE: � r�_20r U, Pro jec t: 98101 Project # ` � . ASSESSORS REF.• a � � Map 120, Parcel 095 r OVERLAY DISTRICT: WP - Well Protection District State Zone II ' RPOD sF x �,r •, " . h '. ;1 FLOOD ZONE: Zones X N66* ;'" Community Panel No. LOCATION MAP i #250001CO544J , 1 July 16, 2014 ZONE: NOTES It MIN MIN Opening for FAST 1�615wer piping to FASTS may not exceed 100 FT[30.5m] total module to sit on tank length and use 4 elbows maximum.For distances greater than RC (RPOD) 100 FT[30.5m] -consult factory.Blower must be located above Area (min.) 87,120 SF A Gallon flood/standing water levels on a concrete base. Fron to e (min) 20' i" Settling 2. Vent t v finish Width (min) 100' p Zone „ en o be located above finish Qrade or higher to avoid setbacks: 25' PROPO infiltration.Cap with vent grate with at least V2 sq in.of open O,upX a 0a� w2 w1 MIN MIN surface area.Secure with stainless steel screws(see sheet 3 of Front 20' 100% // '- '° L2 3 FAST or Rear Side 10' Rear 10' RESER T See Note 4 _ B Gallon Run vent to desired location and cover opening with vent SEPTIC NOTES grate with at least V2 sq in,of open surface area.Secure With 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours �., stainless steel screws.Vent piping must not allow excess / Lit 2Fj PR0P0 S PNK All tank moisture build up or back pressure. Prior to Any Excavation For This Project the Contractor ShallMake the Required Notifications to Di Safe 1 888-344-7233 and contact Z P�1G penetrations 3. All appurtenances to FAST®(e.g.tank pump outs,etc.) must Sullivan Engineering&Consulting Inc. 508-428-3344 16,994f SF -r N 5E SEO lectrical conduit from blower must be water conform to all country,state,province,and local plumbing g g g ( )• / ~~1 Q P O 2.The Contractor is Required to Secure Appropriate Permits From Town 0 1 control system to bower/bower Inspection/Pump tight and electrical codes.The blower control system is provided by housing.See note 1;3,&6. out Ports Agencies For Construction Defined by This Plan. Q sg Bio-Microbics,Inca ( 6>� 3' p see note 3,5,&6 Ins [t5] 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall � S P 5• � SE G Inspection 1?P Y ROPO 0US1N Port/vent see 4. Either the Influent pipe tee shall be fitted with a pipe cap or the Be Constructed of Class 150 Pressure Pi and Shall be Water Tested to -- PRO 25 P R N note 2,5,e.6 baffle separating the two zones shall be extended to the top of � WE Assure Watertightness. In General,Water Lines Shall be Constructed in the tank.If choosing to use the pipe cap;drill a 1/4"[0.6cm] --�' -- v10 &v2 MIN vent vent hole in the cap and the baffle shall be at least 3"[8] higher Coordination With COMM Water,and Shall be in Accordance pipe see mote 2 a 6 than the water level as shown on the drawing. With 248 CMR 1.00-7.00&310 CMR 15.00. Joints must be 4.A Minimum of 9"of Cover is Required for All Components. ....." � � water fight 5. All inspection,viewing and,pump out ports must be secured to prevent accidental or unauthorized access 5.All Structures Buried Three Feet or More or Subject 5p - 28.2`4 to Vehicular Traffic to be H-20 Loading.It is the Engineer's ------ --�, 6. Tank,anchors,piping,conduit,blower housing pad and vents --- Recommendation that H-20 Always be Used. [5 m MI I f00 1 3ft6[43.6]MAX see note a are provided by others. 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Blower 7. All piping and ancilla equ[pment installed after FAST®must Over Septic Tank Inlet,D-Box,and One Leaching Chamber. T►f-r" Piping not Impede or restrict free flow of effluent. All covers are to be maximum 18"for concrete or 24"Cast Iron. Cp ~" , See Note 1 b t/2[16.3] __ ...PRE � O � "-"�""� --""""" � O 8. No more than 4 FT[1.2 m] of fill may be placed over unit lid. 7.septic System to be Installed in Accordance with 310 CMR 15.00& EP `� 3 I81 MIN Refer to installation manual for more details. 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable ,,"".... __ GL .� �• see note 4 901D Q 5 1/8t1/8[38.4t0. .....-"-.; 0� `� --• g 12 © Board of Health Regulations. \ (0 ...„, 9. See sheet 3 of 4 for required dimensions. � O4 3.98.All Piping to be Sch.40 PVC. O _ 0 051E_ --" \ ' waste t 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum e Note 15[38]MIN p Sum of 6 . Se r. F. 3 t ' l Settling 1 3/16[104.6]MIN F' l _ '# Fnd Bor O� Zone �u YY i 2315/16[60.8]M N .. 6 25� ff �[,o �� -----_ See note 3 "[10]0 Zoetment 9 15/16[25]MIN FAT treated effluent see note 7 Finish Grade ' 25. ID" O d . ,, FAST DETAIL 9" Min SED .. TV r� R=32.T \ 3' Max. m Compacted Fill Filter OR v�W P� f/ _._.._ _.- ' R= 66 r% \ - NOT TO SCALE Fabric r 7BM EI=34.8' An 0 6,.0.V8 - to of CB DH Fnd �, '' ,,r 2» >, OffiN r„ r/8» _ 1/2» Pea Stone .r D R=328' rr - m _f✓ 4 . ✓` - LEACHING Double washed one -``"- 5� .15' "3 1 '' r ChiAMBER Stone t - - r 4' - 10" ec f ... CROSS SECTION OF CHAMBER R=1 .� 6' NOT TO SCALE L=78.48' ALLOWABLE FLOW Lot Area=16,994 SF 00 Provide 660 GPD(W/NITROGEN CREDIT)x 16,994 SF/40,000 SF=280 GPD F Clean Out 330 GPD(W/NITROGEN CREDIT)Approved Per 310 CMR 15.214 Variance F•G See Notes (typ) F.G. EL. 31 EL. 33.0 92 JOBYS LANE ` DESIGN DATA Flow Equilizers EL. 31.0 PERC TEST: 9652 single Family ,� As Required Ell PERFORMED BY:PETER MCENTEE,P.E. 2 Bedroom @ 110 GPD Installer r SOIL EVALUATOR NO. 1542 Confirm Prior EL. 29.25 1500 G lion No Garbage Grinder To Any Work eptic onk EL 29.00 Too EL. 29.00 WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE Total Daily Flow=220 GPD ( FAST DETAIL) EL. 28.33 *ENGINEER DECEMBER 21,1999 Use a 1500 Gal Septic Tank To Be Installed On Chamber D-sox 28.00 VERIFY SOIL L SITE`PASSED �, Leaching CONDITIONS a LEACHING AREA e Compacted Base Bot. EL 26. 0 330 GPD NIN DESIGN)/0.74(LTAR)=446 SF Required Bedding,"T"s TEST HOLE- 1 EL.33 TEST HOLE -2 EL.31 Sidewall=2(IT+25)2'=148 SF Inspection Part, I f E ncountered Remove & RepLaCe & Baffels All unsuitable Soils Wrth,n 5:of A LAYER.2.5Y 3/1. A LAYER.2 5Y3/T. Bottom Area=(12'x 25)=300 SF as Per Title 5 The Outer Perimeter o..f The System Ln VERY DARK.GRAY. VERY DARK.GREY. Total Provided=448 SF 1201 MED.SAND 32.0 12" MED:SAND. .. 30.0 F EL. 21.0 B LAYER 10YR 4/6. B LAYER I OYR 4/6. :LEACHING CHAMBER DESIGN Per Groundwater DARK.YELLOWISH$ROWN DARK.YELLOWISH.BROWN All Pipes to be Schedule 40. Use DEVELOPED PROFILE OF SYSTEM MED.SAND 30.0 32" MED.:SAND 28.3 Groundwater 36"... EL. 12 C LAYER 2.5Y 7/6 C LAYER 2.5Y 7/6 2-500 Gal.Leaching Chambers in a 12'x 25'Double Washed Stone Field as Shown. NOT TO SCALE Perm TO.B. Standard YELLOW YELLOW MED.SAND MED.SAND 60" PERC TEST 28.0 60° PERC TEST 24.0 � SB OF�1 6 25 GALLONS GONE 25 GALLONS GONE JGHN C PERC RATE<2 MINAN(LTAR=0.74) PERC RATE<2 MINAN(LTAR=0.74) 1 L t�, 23.0 120" 21.001 , Z ei� 120 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Ej V,v Adjust House & Septic Location 04125118 REVISION: Reduce Septic to 2 Bedrooms 11128117 NOTES: PREPARED FOR: PREPARED BY.' TITLE: Site Plan 1.) This plan is for permitting purposes only. • Engineering Proposed ImproVements ,f,Brian T. Dacey, Trustee En� � & 2.) The property line information shown hereon was Uivan . l.i compiled from available record information. Consuiting, Inc. �Q`t C 3.) The topography shown is from Town of Barnstable (508)428.3344 • P.O.Box 659 • 7 Parker goad,Ostervllle,MA 02655 972. GIS. The datum used is approximate NAVD 88. seci@sullivanengin.com • www.suilivanongin.com Joby's Lane Bamstable Ostery Mass. w 20 0 10 20 40 80 Draft: JOD Field: ille) W Review: JOD Comp.: DATE: SCALE: c= Project: 98101 Project October 30, 2017 1 „=20'