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846 & 848 CRAIGVILLE BEACH ROAD - Health
846 & 848 CRAIGVILLE BEACH l.I Centervilh ` A' A = 226 — 175 ` o, 5 M E A D No.2453LOR UPC 125U sm"d.com s Made In USA iV SFI i"S SOUKMN CERTIFIED SOUBCIdG ..4 � •per, 4jL ' S�6 �.Y-d 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 March 26, 2018 Mr. William Schortman 72 Broad Brook Road Broad Brook, CT 06016 t Re: Serial Number: Geo37 Location: 846 & 848 Craigville Beach Road, Centerville MA Dear Mr. Schortman: We understand you do not wish to continue your Operations and Maintenance contract with our company. Please be advised the Massachusetts Department of Environmental Protection requires a maintenance contract be in place for the life of the alternative septic system. Also, we are required to inform both the state and local agency of your decision. If you have any questions or need additional information please call our office at (508) 880-0233. Sincerely, Wastewater Treatment Services Copy to: Massachusetts DEP Barnstable Board of Health 200 Main Street Hyannis, MA 02601 August 10th, 2017 William and Maxine Schortman 72 Broad Brook Road Broad Brook, CT 06016-9616 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System.Installed at 846&848 Craigville Beach Road in the town of Barnstable. Dear William and Maxine Schortman, Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative wastewater treatment system may have expired or was canceled as of June 7th, 2017. To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP)and the Town of Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at https://septic.barnstablecountyhealth.org. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We are authorized by the Barnstable Board of Health to contact you to inform you of the above requirement and to request your compliance. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within-fifteen (15)days of . receipt of this letter. For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a copy of a signed contract, I may refer you to the Barnstable Board of Health for further enforcement action.You may be required to appear before the Barnstable Board of.Health to show cause as to why you-have not maintained the required contract. I can be reached.at 508-375-6901; my fax number is (508)362-2603. 1 can also be reached via email at emilymichele.omsted@barnstablecounty.org. Thank you for your prompt attention to this matter. Sincerely, Emily Michele Olmsted CC: Barnstable Board of Health Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and Testing Requirements Certified Letter Number: 7016 0340 0001 0138 4790 J CID CDH r'.7 nBAF'i fSTAmE Gamy DEPARimEw OF HEFI.TH AND EwmoNwNr41 PROMOTE - PROTECT- SUPPORT — ACf1Ub�. _VL • • i a • 0 August 10, 2017 Thomas McKean Barnstable Health Division 200 Main Street Hyannis, MA 02601 RE: I/A septic system operation and maintenance contract letters to owners Dear Thomas McKean, I have enclosed 1 (one) copy of a certified letter sent to the owners of innovative/alternative septic systems,in,the Town of Barnstable. This letter.is in regards to the cancellation of the 0&Mcontract for this system: My normal protocol is to,send one standard-letter to owners; if the owner is not compliant in 15 business;days,,l then send a certified letter. In the event that an owner has not . come into compliance after receipt of the certified letter and within the time period specified in the letter, I will send referral paperwork to your office with copies of all correspondence I have made with the owner. Unless your office prefers otherwise, I do not need any action from you until I send referral paperwork for owners who are still non-compliant after my efforts. If you wish to see the status of this property or any others in your town, please log on to the septic database at https://septic.barnstablecountvhealth.org/. If you prefer to receive electronic copies instead, please let me know. If you have any questions I can be reached on my desk phone at (508) 375-6901 or by fax at (508) 362-2603. 1 can also be reached via email at emilymichele.olmsted@barnstablecounty.org. Thank you for your time. Sincerely, Emil ichele Olmste Enclosure(s): 1 BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Phone:(508)375.6613 1 FAX:(508)362,2603 1 TOO:(608)$62-5885 Web:barn8tabtecountyheaith.org I Twitter:OBCHOCapeCod ?h 7 /1 / %d" DBCDHE �k �AFs6LM1B_E COUNTY Dc7AaTtdENT OF HEPLlII MJ ENV6iONMHJr °�_: PROMOTE- PROTECT-SUPPORT `` � • • YEARS OF SERVIC1926-2016 C� n ti I-" i 0 July 14th, 2017 as William and.Maxine Schortman 72 Broad Brook Road Broad Brook, CT 06016 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 846 &848 Craigville Beach Road yin the town of Barnstable. Dear William and Maxine Schortman, Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative wastewater treatment system may have expired or was canceled as of June 7th, 2017. To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of Barnstable require you to keep an operation and maintenance (O&M)contract in effect at all times for your system. Information about these requirements may be found at https.//septic.barnstablecountyhealth.orci.You can access the list of wastewater operators of whom we are aware do business in Barnstable County. This septic database also provides further explanation about your I/A septic system, as well as any sample and inspection history for the performance of your system, as entered by previous service providers. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We are authorized by your Board of Health to contact you to inform you of the above requirement and to request your compliance. Accordingly, please forward a copy of a signed contract via mail, fax, or e-mail within fifteen (15)days of receipt of this letter. For your convenience, I have enclosed a list of wastewater operators we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Please be advised that if you do not respond within fifteen (15)days'of'your receipt of this letter by forwarding a copy of'a signed contract, you may be referred to the Barnstable Board of Health for further enforcement action. I can be reached at 508-375-6901; my fax number is (508)362-2603. 1 can also be reached via email at emilymichele.olmsted@barnstablecounty.org.Thank you for your prompt attention to this matter. Sincerely, Emily Michele Olmsted CC: Barnstable Board of Health Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and Testing Requirements BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/PO BOX 427 BARNSTABLE,MASSACHUSETTS 02630 Phone:(508)375-6613 I Fax:(508)362-2603 1 TDD: (508)362-5885 Web:barnstablecountyhealth.org I Twitter:@BCHDCapeCod I/A System Requirements $.��of 846 & 848 Craigville Beach Road, Barnstable Barnstable County Department of Health and Environment �r�ss4CHt}s �5 P.O. Box 427, Barnstable, MA 02630 The following are the inspection and sampling requirements set forth by Massachusetts DEP and/or the Barnstable Board of Health for this system. If you have questions about any of the items in this report, please contact us at 508-375-6901 or 508-375-6888. Inspection Requirements r Geoflow Drip Drainfield 2 per year Smgulair Treatmemt`°,rSyste'm 2 per year Sample Requirements p q Effluent Sampling pH 2 per year TSS 2 per year BOD5 2 per year Influent Sampling "�,: .,�3G :�e ���,sr -r�'�`�"'�� ;�r�'m,�: �� � ,�,.>s r�r;�>:•a t�r�ci maj,'`rr�v r, � a: �..;;; - n�>;Rr �,�:,.. ��fi .'k�=.�-r! ' ���� No required influent sampling. .P1e04ff cote ` --MVlfre �s n o Comet 4) CS'I n vI CtJr-y T+�./tMOn se(W cef -7/0 CDH{a 1 r B,u: TA&E Counm DEPaanIENT OF HEALIH ANV ENVGi0Kla3rT gape-=°^�,,A PROMOTE— PROTECT— SUPPORT C90 YEARS OF SERVICE A 1926-2016 a I� July 14, 2017 Thomas McKean Barnstable Health Division 200 Main Street Hyannis, MA 02601 RE: I/A septic system operation and maintenance contract letters to owners Dear Thomas McKean, I have enclosed 1 (one) letter to the owners of innovative/alternative septic systems in the Town of Barnstable. This letter is the initial correspondence in regards to the cancellation of the O&M contract for this system. My normal protocol is to send one standard letter to owners; if the owner is not compliant in 15 business days, I then send a certified letter. In the event that an owner has not come into compliance after receipt of the certified letter and within the time period specified in the letter, I will send referral paperwork to your office with copies of all correspondence I have made with the owner. Unless your office prefers otherwise, I do not need any action from you until I send referral paperwork for owners who are still non-compliant after my efforts. If you wish to see the status of this property or any others in your town, please log on to the septic database at.https://septic.barnstablecountvhealth.org/. If you have any questions I can be reached on my desk phone at (508) 375-6901 or by fax at (508) 362-2603. 1 can also be reached via email at emilymichele.omsted@barnstablecounty.org. Thank you for your time. Sincerely, nw �,Q IJiX/_ Emi Michele Olmsted Enclosure(s): 1 BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Phone:(508)375-6613 1 FAX:(508)362-2603 1 TDD:(508)362-5885 Web:barnstablecountyhealth.or©I Twitter:'e',BCHDCapeCod 9 Fax Send Report OCT-03-201612:04 MON Fax Number . 915088624713 Name BARNST HEALTH Name/Number 915083622603 Page 2 Start Time OCT-03-2016 12:03 MON Elapsed Time 00'44" Mode STD ECM Results [O.K] TOWN OF BAntNSTABLE Health Division-200 Main Street-Hyannis,MA 02601 f Date: Number of pages includbz cover sheet: TO: • . FROM: it. n ��1� • t h e �''� Town ofParnstablc — __ Hcalth Division' Phone; —(OIL L —_ Phone: 508-862-4644' Naxphone{�sl� 3io 3- —2 11c'3 Faxphono: 508-790-6304 CC: REMARKS: ❑ Urgent )R�For yoor ❑ Raply ASAP ❑ Please comment reviekv -4 �lav� OF BA n " 'New !/A System Permit SummarV Sheet 4CH115 � Site Information Town: F5A I?N T-A F3LE Town Permit# Assessor Map/Parcel:2.) & -- I Unique Town'ID # Site Address: �F 9 Ci-c,,_ v C I ( e. czc P_Ll Owner Name: l cA rn M ra t. -e 5 c_-1n o r-t--�c: r1 Alternate Name: Home Phone: ?(oO -_�o-�L-(a`f 5(, Mailing Address: rm5 _Work Phone: l I rr;Lv,-� SC, V\o,r+-ry-" n Z (Jr'vcA 9_6 . b 6Z:t�,6. i, Title 5 Information � � � 3 'e- i C_ T— O C-,C->► d Building Type/Use: D i_/P Design Flow: (4 Lf 0 (gpd) Seasonal Use? Yes No.❑ Unknown ❑ Bedrooms: i Title V N.S.A.? Yes ❑ No &� Unknown ❑ Lot Size: Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber,pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2z/yr, annual, etc. I/A Treatment Unit Make and Model # Si r� C,C, a_lr- (:I<-o FIB DEP Permit Type: ❑ General Board Approval Date: 2 I i i COC Date: � 2 i 141 ❑ Provisional O & M Contract Entity: VU i 5 Wemedial Contract Start Date: Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: DEP.Permit ID# Influent/Effluent Monitoring Requirements and Water Quality Limits' Please indicate wafer quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent �, pHX BODS� CBOD ❑ TSS K_ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ ITDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other-Applicable Limits: BCDHE Tracking # Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com 6 Vi t 4- 2. 3c 1'h vc w.S y.n s(z..l ( e-r Dov J Q� rZ w-n EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 02/11/14: E. Septic Variance (New): Peter McEntee, Engineering Works, representing Bill and Maxine Schortman, owner— 846 & 848 Craigville Beach Road, Centerville, Map/Parcel 226-175, 6,600 sq.ft. parcel, multiple variances requested. Peter McEntee presented his plan with a Singular Bio-Kinetic Wastewater Treatment with a GeoFlow Drip Dispersal Septic System due to the limited space. Dr. Miller asked how many Mr. McEntee has put in before. Peter said he has used this system about six times starting in 2006 and there have not been any issues, including no issues of freezing as they have been in sandy soils. Mr. McEntee explained that this system needs to run for a couple of months before it is ready for testing. The owners expect to use it seasonally during the spring and the summer months. The required testing is twice a year but the owners may come back to request once a year. Monitoring for nitrogen was discussed. Mr. McEntee said he did not include this as it is a given that the system will reduce nitrogen and this would allow the monitoring to be simplified. Dr. Miller said he is comfortable with this as the property is not in the Estuary Zone. Upon a motion duly made by Dr. Miller, seconded by Mr. Sawayanagi, the Board voted to approve the variances on the plan dated 2/4/2014 with the following condition: (1) the monitoring will be according to the protocol submitted and will be twice a year, (2) a four bedroom deed restriction will be recorded at the Barnstable County Registry of Deeds, and (3) an official copy of the deed restriction will be submitted to the Public Health Division. It will also be mentioned in the approval letter that the owners are required to register the property as a rental if they choose to rent it during the winter. (Unanimously, voted in favor.) r THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) m Ac(-J L DATA • ' be1oW ort to See Paragraph m inspection p 111.10 "once every measure bottom of SAS year ding; Septic tank or out, as on ' S Pump Other process { L ' 1thtn.SA necessary r Thickness of measure tank where solids floating OnCe every 3 years are retained grease/scum Septic tank°r I a er pump out, as Depth of other process necessary d e and Once every measure tank where solids Slug are retain distance to 3 years effluent 12 months(exclusive of tee/filter/outlet d shall be monitored at least once every 4 prt individual househol d,other flow of less than 2,000 gP responses or other maintenance visits alarm `,,pith a designof twice/year with a minimum responses residential and nonr sha 1 be monitored a m exclusive of alarm p 5. Facilities( inspection( onitoring onitoring month between M than an individualon hsss'nce the last Mon" imam of 7 m minimum of 5 and a m P or other maintenance visits) d or greater shall n flow of 2,000 gp inspections. with a desig inspection is and not more than 4 months than 2 months since thslast monitoring ities(residential and nonresidential)than e v 6 F E. quarterly not aintenanc be monitored q res responses or other m (exclusive of alarm inspections. disposal,the between monitoring F)for effluent disp royal. in thT�' SF Remedial Use App s that include a Bottomless Sand Filter ° For System ents shall be as specifiedsubject to the following monitoring Tequnem hisRemedial Use Approval shall be specified range an exCeedanCe°f the 8. Systems installedu Temen s:R the p Contractor shall performance Req H outside the Service during the minimum, Whenever field testsindicate low the desired mem,as deemed necessary BODs and TSS; a) turbidity limit,or D or repairs to the Sy analysts make adjustments and/ effluent sample for laboratory exceed of 30 inspection,and collect an analyses indicate an [o insp Should ual household,if laboratory ins ection date. f ' d Service Contractor shall conduct.a fol ow- o b) For an individual IL TSS,the S origin p exceedance 4 mg/,BODs or 30 rltg within 190 days of the o�,fied range an g within a pH outside the specified Service Contractor shall inspection and field-testing thi ins field-test to e desired minimum' the follow-uP, or D.O•below the turbidity limit, P standrem.doc 'Y 21 I r1l, Al Sz � he abOYe ystem Construction Pe ng local provisions or sped'conditions s Permit. The applicant recognized liis/! r, = _ ; 02t� i Certification for General Use—revised March 20,2015 Page 8 of 15 Geoflow Drip Dispersal System a) If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and b) when a sanitary sewer connection becomes feasible after an Alternative System has been installed,the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed in writing by the Department or the local Approving Authority. III. Operation and Maintenance, Monitoring, and Inspection 1. The Drip Dispersal System is preceded by a secondary treatment unit Certified for General Use by the Department and the secondary treatment unit shall be inspected, monitored, operated, and maintained in accordance with the requirements for the secondary treatment unit Certification. 2. To ensure proper operation and maintenance (O&M) of the System,the System Owner shall enter into an O&M Agreement with a qualified Service Contractor whose name appears on the Company's current list of Service Contractors. 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. 3. From start up and thereafter, the System Owner and Service Contractor shall be responsible for the proper operation and maintenance of the System in accordance with this Certification, the Designer's O&M requirements, the Company's O&M requirements and the requirements of the local Approving Authority. The System Owner and Service Contractor shall be responsible for compliance with all sampling, monitoring, and inspection requirements. All inspection, operation, maintenance, and monitoring requirements remain in effect until the conditions are modified,terminated, or superseded by a new Approval. 4. Prior to issuance of the Certificate of Compliance, a clean water test of the System shall be performed in the presence of a Company representative,the Service Contractor, and the approving authority to check for leaks and for the proper distribution of effluent. 5. For seasonal use,the Service Contractor shall be on-site and responsible for the proper start-up of the Alternative System. <6. For actual or design flow rates of less than 2,000 gpd, the Service Contractor shall inspect and service the System at least annually. 7. For design flow rates of 2,000 gpd or greater, the System shall be inspected and serviced at least quarterly, consistent with the pressure distribution inspection requirements of 310 CMR 15.254(2)(d). I e Certification for General Use—revised March 20, 2015 Page 9 of 15 Geoflow Drip Dispersal System 8. Each time an Alternative System is visited by a Service Contractor the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) identification of any apparent violations of the Approval; e) since the last inspection, whether the system had been pumped with date(s) and volume(s)pumped; f) sludge depth and scum layer thickness, if measured; g) when responding to alarm events,the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; h) field testing results, if any; i) samples taken for laboratory analysis, if any; j) any cleaning and lubrication performed; k) any adjustments of control settings, as recommended or deemed necessary; 1) any testing of pumps, switches, alarms, as recommended or deemed necessary; m) identification of any equipment failure or components not functioning as designed; n) parts replacements and reason for replacement, whether routine or for repair; and o) further corrective actions recommended, if any. 9. Unless directed by the local Approving Authority to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a)1 or 2, backing up into facilities or breaking out to the surface. IV. Additional System Owner and Service Contractor Requirements l. Prior to commencement of construction of the System and after recording and/or registering the Deed Notice required by 310 CMR 15.287(10),the System Owner shall provide to the local Approving Authority a copy of: a) a certified Registry copy of the Deed Notice bearing the book and page/or document number; and b) 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. 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 June 3, 2014 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: GEOFLOW System 846 & 848 Craigville Beach Road, Centerville, MA To whom it may concern: Enclosed please find a copy of the Operations & Maintenance Agreement and Start-up Report for the GEOFLOW Subsurface Drip Dispersal System at the home of William Schortman located at 846 & 848 Craigville Beach Road, Centerville, MA. If you have any questions or require additional information please do not hesitate to call.. o Sincerely, 0 aron M. Foster Zat lW •II�Lm . Enclosures 44 commercial Street Freese complrte all l?4rss marke l� y 4 rtl.a��e��s in•.a n}< i!iciy�sting 2hre�sigaaiz;tec, ' ail 02767 ml ud o gipal contract 10, i vvasiewaier Ttaaimerd Services,lic' (508)880.0233 Tel: = 44 Commercial Street Raynham.MA 02767 Fax:(508)-880.7232 K INSPECTION AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the GEOFLOW®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 t d least 2 times per year that this Agreement remains in effect,with the first inspections beginning ( These inspections will include: 1) Inspect overall condition of GEOFLOWa System, is 2) Inspection and cleaning of filter. '• 3) Inspection of the control panel and pump. 4) Back-flushing of system. J i I. 5) Notification to OWNER of any problems encountered. arts. ance will be billed at an hourly rate, b) Serv ice other than routine maintenance Y plus travel and p 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 standard labor rates of$78.00 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 6 WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance, but does not 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,tabor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including loss of time, injury to person or property,or equipment failure. - OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. tt E_ e ' E Current WTS practice-is to vnd O W-1'ER approximate.ty 10;:says before expiration of the u-ni of the e F '�s c, +' n.H i current contract ao invoice for one year of service. It is O4vNER's responsibility to timely return tho payment. WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. 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 WTS. It will remain in force until a party cancels by written notice to the other at the address given herein,or until the contract term expires,whichever is sooner. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE ' GEOFLOW Subsurface Drip Dispersal Z,� j� . Centerville,MA $260.00 EOUIPMENT OWNER Wastewater Treatment Services.Inc. A%& VJV&% *Signed by OWNERPr : William&Maxine Schortman Signed: � ,.. *Address: 44 Commercial Street 846&848 Craigville Beach Road Raynham,MA 02767 Tele:(508)880-0233 *City: State:_Zip: Fax: (508)880-7232 Centerville MA 02632 Telephone No D—70 7— do VP Effective Date of Agreement Email: M S Cho r--i w,.o-►16? -o O I,G m• 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 Geoflow System. I HAVE READ AND UNDERSTAND THE FOREGOING. Signed by OWNER: /� 6 Operator assigned: Michael Moreau Telephone: (508)989-2744 s_ ozz Gf/ t:. r, �a AR SALES&SERViCEi INC, t GEQ-FLQW Start UR Checklist. f Address: 846 4.848 4CraigAlle Beach Road, } Centerville,MA i ❑ Fresh Water test performed [ ❑ ❑ Manifold:connections are installed correctly and are watertight C L7 ❑ CEOjzL W tubing free of defects and leaching correctly at dine ofstartup ❑ Air Vents arelocated at the high points:in both the Supply and Return;Manifoids 0 contractor has'verified 0%slope is maintained in the Supply and Return Manifolds from Air Vents to Pump Chamber CCold Weather Climate•installation requirements have been:met Stone.placed below Air vents e Stone base under:manifolds: e Flexible insulation used o lvtinimum.l'/a,PVC has beenused for manifolds ( p r❑ Pump:chamber riser,air:vent boxes,:and headworks boxes to.grade p Contraotor.has followed Watertight:Requirements for tanks,risers,. andelectrical boxes [Q ( Q-''--�M nimum 6,,straw placed on field(installs after October P) p p Electrical.components are placed in watertight enclosures-and / sealed pinperly ❑ Min mum'Title V Sand placed on top of drip tubing(for removelreplace installations) ***Field &Manlfolds musrremaln exposed-til`StarWp is completed*** Comments/Concerns. Sigrntr e c �`d for System Startu [Utah ti tive or Tiitgiii�dx. ��� Contractor Seivlce fi:cluitclan _..........................__._.._..............--_.._..............._. GEOFLOW System Start-Up Date of Start-U ll Date System picked up/Installed 6/2/14 OWNER NAME William Schortman ADDRESS 846 & 848 Crai ville Beach Road CITY/STATE/ZIP Centerville, MA 02632 PHONE/FAX General Contractor NAME Douglas A. Brown, Inc. ADDRESS P.O. Box 145 CITY/STATE/ZIP Centerville, MA 02632 PHONEIFAX 508-400-7159 GEOFLOW INSTALLER NAME Wastewater Treatment Services, Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Ra nham, MA 02767 PHONE/FAX 508-880-0233 CONSULTING ENGINEER NAME Engineering Works, Inc. ADDRESS 12 West Crossfield Road CITY/STATE/ZIP Forestdale, MA 02644 PHONE/FAX 508-477-5313 Type* of,Pretreatment Sin ulair O&M:`of S stem to: be erformedb Wastewater Treatment GEOFLOW System Information Electrical Panel Program or Setting Example Pressure Test Comments Pump Off: " SJ� 55 min./sec. PSI Rate: Pump On: 5 min./sec. Air Vents: X Pump Override Cycle: 30 min./sec. Return Relive Valve: (J O.K. Pump Override On: 5 min./sec. Manual Control Valve: P_Ia� Leaks: ❑ YES ❑—NeT Spin Clean Filter: ❑-10-K— r o Flush Return Valve: I—O.K. Alarm: Installation Procedure: El Vibratory Plow Remove/Replace Additional Comments: t Authorized Personnel: Title: Firm: Wastewater TreatF66nt Services Inc. Date: 75 1112_4 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-1 0 Sender: Please print your name, address, and ZIP+4®in this box* Engineering Works, Inc. PC 12 West Crossfield Road Forestdale, MA 02644 SENDER: COMPLETE THIS SECTION LETE THIS SECTION ON DELIVERY A. Sig _ ■ Complete items 1,2,and 3.Also complete Signature item 4 if Restricted Delivery Is desired. X 4 �FJ 0 Agent ■ Print your name and address on the reverse ` ❑Addressee so that we can return the card to you. gceived by(Printed Name C. D t of De w ■ Attach this card to the back of the ,mail iece - or on the front if space permits. p I e,01 D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:22614000J MUSANTE,PATRICIA A BAKER& PATRICIA A BAKER MUSANTE 3. Service Type 780 CRAIGVILLE BEACH RD,B-2 4'Certified Mail® ❑Priority Mail Express- LCENTERVILLE,MA 02632 _— ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number W fti»047b `002010644 '4792 (Transfer from service label) _. PS Form 3811,July 2013 Domestic Return Receipt I UNITED STATES POSTAL SERVICE First-Class Mail � Postage&Fees Paid USPS Permit No.G-10 i I • Sender: Please print your name, address, and ZIP+4 in this box • I i Engineering Works, Inc. 12 West Crossfietd Road Forestdale, MA 02644 I I t lii I° Ih= pi !mt�irli a� �ii r� r i a1�•1 9 COMPLETE •N COMPLETE THIS SECTIONON• I ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X -r" ' ❑Agent Print your name and address on the reverse °V�c Addressee so that we can return the card to you. B. Received by(Printed'Name) C. D f liv ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑ s 1, Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:226170 FORTUNATO,FRANK L ET AL I PO BOX 636 I + WEST HYANNISPORT,MA 02672 i 3, Service Type IIWCertifled Mail ❑Express Mail ❑Registered ❑Return Recelpt for Merchandise ❑Insured Mail 13 C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ;7 01P 0 4 7 V0 0 0 0 0 6 4 4A4,7'3.0 (Transfer from service labe PS Form 3811, February 2004 Domestic Retum Receipt 102595.02-W540 UNITED STA , '1W}ago rn ° 8c 'id U ,�__ : ysa`:i a :� erm1�Y ;10 ., • Sender: Please print your name, address, and ZIP+4®in this box* Engineering works, Inc. r 12 West Crossfield Road I Forestdale, MA 02644 I I I SENDER: COMPLETE THIS SECTION COMPLETE THi8 sEcTmN ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X�L� ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, c pO or on the front if space permits. 1. Article Addressed to: D. Is delivery a difgzl m it�qq If YES,ent elivery address belowNo i Prop I JAN 30 2014D:226174 �� MACARTHUR,ELIZABETH L TR _. E L M REALTY TRUST PO BOX 871 3. Service Type lisps HYANNISPORT,MA 02647 4 Certified Mail® n Mail Express'" ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number p 701] 04?0 0000 064:4 4808 (Transfer from service Iabeq PS Form 3811,July 2013 Domestic Return Receipt I I UNITED STATES POSTAL-SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I • Sender: Please print your name,address, and ZIP+4 in this box • Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 I I I I I I I I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECT.ION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse O ddressee so that we can return the card to you. = B. Received by(Printed Name) C. Dat o livery ■ Attach this card to the back of the mailpiece, . or on the front if space permits. D. Is delivery address different from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:225006 BARNSTABLE,TOWN OF(BCH) -- 367 MAIN STREET 3. �Se/rvice Type HYANNIS,MA 02601 JGi Certified Mail ❑Express Mail ❑Registered O Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number i t I (Transfer from service label) l 7''01' 1 0 4 7 0 0 00 0 0 6 4 4 4 6 62 I PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-IA401 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 to this box • I I F ering Works, Inc. ' ossfield RoadMA 02644 ' I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY N Complete items 1,2,and 3.Also complete A. Signature� item 4 if Restricted Delivery is desired. X V Y Agent E ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C Da a of Delivery ■ Attach this card to the back of the mailpiece, r _ or on the front if space permits. ✓" D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop M:22614000G BRUZZESE,THOMAS A&MARY 46 FORBES ROAD WESTWOOD,MA 02090 3. Service Type i %Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number :�^ >�� t "is�R i d� (transfer from service iabeq 0' D 0 0 01 0 U4 4' 4 6 8 6 1 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 .UNITED'STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 fild! liql I iii COMPLETE •N COMPLETE TH. IS SECTION.ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. �, �1 ❑Ag6nt X ■ Print your name and address on the reverse � ❑Addressee l so that we Can return the Card to you. B: Received b (Pr'nt Name C. Date of Delivery • Attach this card to the back of the mailpiece, or on the front if space permits. l D. Is delivery a" jj s different ro�item v ❑Yes 1. Article Addressed to: If YES,enter delivery addre below: ❑ No I Ili - Prop III 22614000H CALDWELL,LINDA M&THOMAS LINDA M CALDWELL 2013 V 3. Service Type UNIT K,79 BURROUGHS S ET Certified Mail ❑Express Mail BOSTK MA 02130 ` ❑Registered ❑Return Receipt for Merchandise JI ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (� i7011 047� 000 064�4! 4693E (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 M ..UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 In this box • I Engineering works, Inc. 12 West Crossfield Road Forestdale, MA 02644 I tt 3r?i ! ' ��?1�1? Ill��? ?t??14#��li?I?.il�ii�illl°lii�°Iti'isii' SENDER: COMPLETE THIS SECTION i COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired, ❑Agent A Print your name and address on the reverse ❑Addressee so that we can return the card to you. B iR#eelved by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailplece, ' s `� or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to:. If YES,enter delivery address below: ❑No III— ,•-- - -_— _ I Prop ID:22614000K KORN ALISSA S&STEVEN J TRS 1' ALISSA&STEVEN KORN MASS R T I` 3, Service Type ' 200 OVERBROOK ROAD R X Certified Mail ❑Express Mail LONGMEADOW,MA 01106 J ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail El C.O.D. ....... 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ; 7D11 0470 0400 U644 4754 " ' (Fransfer from service labeq i' '> >> t• f f _1 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+40 in this box* I Engineering works, Inc. I 12 West Crossfield Road Forestdale, MA 02644 I I I Ali],rlllfiii,�1►111iliii.ii�lili l��11111,;l'111111111 1IIJ,Jill I i I r SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig to e item 4 if Restricted Delivery Is desired. ❑Agerit I. X■ Print your name and address on the reverse ❑Addressee so;tilat we can return the card to you. B. Received by(Printed N me) C. Date of D. ry ■ Attach this card to the back of the mailpiece, 6 ," or on the front if space permits. D. Is delivery addr Brent from it 1. Article Addressed to: If YES,enter fiery address below: I . -s� Prop ID:226175 JAH 31 2014 SC.HORTMAN,WILLIAM A& '`" 72 BROAD BROOK ROAD BROAD BROOK,CT 06016 E 3. Service Type .0.Certified Mail® l ail Express'" ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail 11 Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number j 7 p`11 3 5 .0 0 2i 1 49 i17 6`7 I (rransfer from service/abeQ PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail ' Postage&Fees Paid LISPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4®in this box* I I Engineering works, Inc. ,12•West Crossfield Road Forestdale, MA 02644 I I I I I I I 1 04 ihdi"l ! FF (t a! Owl,..... Will"} 71„t7 I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign ture item 4 if Restricted Delivery is desired. X ❑Agent I ■ Print your name and address on the reverse (,l.AIV - ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ,� 1 iR Y � M b D,_I. deliv rya ass different from item 1? ❑Yes Prop @ 22614000E _ If YES, ter de k ery address below: ❑No YEATON,ROBERT P TR HURLEY TRADE WINDS REALT / d 2500 WASHINGTON STREET P O BOX 190550 BOSTON,MA.02119 \ 3. Service Ty—p �' ifled n,Aaj ❑Pri9rity Mail Express"' '" 0 Reister� ❑Return Receipt for Merchandise i `Gl Ins�,C- all ❑Collect on Delivery 4.pRestricted Delivery?(Extra Fee) ❑Yes 2:Article Numper (Transfer from service label) 7 011 3500 0002 1049 1750 PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • F ering works, Inc. rossfield Road , MA 02644 ,� ir,l! li „r, r���lji'r,;�i :�Ir!!,I , I► �� � �r) � I ! COMPLETE • • • • DELIVERY Is Complete items 1,2,and 3.Also complete X Sign re� item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we Can return the Card to you. B. Received by(Printed Name) C. D to f Delivery • Attach this card to the back of the mailpiece, l ���� CLV� 3i r or on the front if space permits. D. Is delivery address different from item 1. ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No F - -' t Prop ID:22614000C .,A.,CALHOUN,HARRY C&KATHLEEN SHOREVIEW LANE 3. Service Type DANBURY,CT 06811 J Certlfled Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 17 a 11 a 4`7 01 o a a o 10 944 4 7 0 4 I 1 1 (Transfer from service PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1e46 I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid ' LISPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • Engineering works, Inc. I 12 West Crossfield Road Forestdale, MA 02644 I I i I 3i}�ii lt:i•••.:-}':li:ii�i iii ::�i•5iii i'.:}1 tk si•yi}i:tltl tii}.i �' i�}1`i= °;• • 1i � ,1}i1i: 3 is l��a s I I • • • • • • DELIVERY ■ Complete items 1,2,and 3.Also complete g A. Si natu item 4 if Restricted Delivery is desired. �/ ❑Agent ■ Print your name and address on the reverse X /% ❑Addressee so that we can return the card to you. B. Re eived by(Prin d Na a C. Date of Delivery ■ Attach this card to the back of the mail piece, 7 or;on the front if space permits. D. Is delivery address different f m item 1? ❑Yes 1. Ar%cle Addressed to: If YES,enter delivery address below: ❑No *"t wu ar Prop ID:22614000D :ar 'fOLDBERG,JEFFREY :. ,:MILITIA DRIVE LEXINGTON,MA 02421 3. Service Type dirCertified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service: , t f 7;011: 0 4 t7 0 0 0 0 0 0 64 4 . 4 716 , j PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M•1540 1 I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I I Engineering Works, Inc. I 12 West Crossfield Road Forestdale, MA 02644 I I +I I I lit} ildii• I Il,,f i °, iii)�... P��t.....i3►f 1• �'' si iiii' °il°ii°��ii`t °iiJIIJ' I I 3 t'��SENDER: COMPLETE THIS SECTION'm COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig ture item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X daressee so that we Can return the Card to you. B. eceivad by(Printed Name) Fof Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No p r Prop ID:22614000N 4l RE LL,FRANK J J.R&JAN W 252 ROYAL TERN RD NORTH i 3. Service Type PONTE VEDRA,FL 32082 MCertified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise i`=�•z ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7011 0470 0000 0644 4679 (transfer from service/abed _ PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M 1540 1 UNITED STATES POSTAL SERVICE First-Class Mail I Postage&Fees Paid j USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I I I I l Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 j I I SENDER: COMPLETE;THIS SECTION 1 COMPLETE THIS SECTION ON DELIVERY I ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. f/ �. ❑Agent I ■ Print your name and address on the reverse ✓✓ v ❑Addressee I so that we can return the card to you. B. Received by(Printed Name) C. Date f Delivery ■ Attach this card to the back of the mailpiece, _ or on the front if space permits. 1. Article Addressed to: D. Is delivery ddress different from item 1? ❑Yes If YE ,egr doli dress below: ❑No w Prop 1D:226168 tiO BACCARI�LOUIS J JR&CATHERINE 27 3. Servio¢ e HARRNGTON RIDGE RD SHE.RBO.RN,MA 01770 Cerhf(�ffdf�il6 Express Mail ❑Registere ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) I ` i7011 0470; 0000 0644 4655 i' PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-IA UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+40 in this box• Engineering works, Inc. 12 West Crossfield Road Forestdale, MA 02644 SENDER: COMPLETE THIS SECT16N comPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. v 0 Agent ■ Print your-mme'and-address-on'the reverse ^ ❑Addressee so that we can return the card to you. Bived by(Printed Name) JC. to offelivery ■ Attach this card to the back of the mailpiece, ` 1 or on the front if space permits. Iq 1. Article Addressed to: D. Is delivery address rent from item 1? ❑Y If YES,enter delivery address below: ❑No Prop ID:22614000B LDARIEN, WINDS DEVELOPMENT-A TRIOT GROUP INC ST RD.,2ND FLOOR 3. Service Type CT 06820 Ali efCertified Mail® 0 Priority Mail Express" ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number r j j f t (transfer from service labeO 7 1°1 3 5 0 0 0 6 0 2 11 q.429 1712, PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 ' Sender: Please print your name, address, and ZIP+4 in this box • I Engineering works, ►nc. e 12 West Crossfield Road i 9 Forestdale, MA 02644 9 r. ill :€€'€�€F7FF€FFili.i€11F� 1sliFF:�ti�i}}fli�Fi�i1�1Fi���FFII€= SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign ature Item 4 if Restricted Delivery is desired. X ❑Agent A Print your name and address on the reverse �� El Addressee so that we can return the card to you. B. R eived by(p' ed Name) Q D e of elive ■ Attach this card to the back of the mailpiece, for ori,the front if space permits. mod ` I 1, Article Addressed to> D. Is delivery address different from item I? Y dS If YES,enter delivery address below; ❑No I ..Ss.4, Prop ID:22614000P GRIFFIN,KAREN l _....._.._ 3 PO BOX 5087 .. Service Type SAN MATEO,CA 94402 PICCertified Mall ❑Express Mail I ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ((Transfer from service labeq I 7 11 :0 4 7 0 0 0 0 �0 6 4 4. 4 7 78 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540, J I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS; Permit No.G-10 I • Sender: Please print your name, address, and ZIP+40 in this box• I Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 I I I Il•} A} !jj I}tl 1 ��i ! ! !}! } 111 }!3 !F Ili} ##l�}lajlli _ - o SENDER: • •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig natu y item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ,�N�TF Addressee so that we can return the card to you. B. Received by(Printed r me)'� ate of Delivery ■ Attach this card to the back of the mailpiece, 1 or on the front if space permits. m- �� D. Is delivery address different from item 1? ITI s 1. Article Addressed to: If YES,enter delivery \esLbeor., JVo Prop ID:226173 RICCI,ELEUTERIO L&ROSA M 565 PLEASANT ST 3. Service Type LEOMINSTER,MA 01453-6221 o15 Certified Mail® ❑Priority Mail Express' ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number70111�5�0' 00�2 1049 17�5 f (transfer from service label) I PS Form 3811,July 2013 Domestic Return Receipt No. a-G I I L�/1 Fee Oro -61 THE COMMONWEALTH—OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes fiPlication for Disposal *pstrm Construrtion Vermit Application for a Permit to Construct( ) Repair( L� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Locat n Address V Lot No.ft/P t,C✓olval>'C �c�c'h QJ Owner's Name,Address,and Tel.No. �°e%3t-p dal i it it Assessor's Map/Parcel :2 2 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms t-I Lot Size CxGnC) sq.ft. Garbage Grinder( ) Other Type of Building C),o p1 No.of Persons 7 Showers( ) Cafeteria( ) Other Fixtures Design Flow.(min.required) Ll Li C) gpd Design flow provided L4 LI O gpd Plan Date I'2- I 'ZG I i y Number of sheets Revision Date Title Size of Septic Tank I SOC) f 1 pp p„ Type of S.A.S. C-vec:� ( In Description of Soil Nature of Repairs or Alterations(Answer when applicable) s niS 4 a cll .,�N u3 S��l i i'c 4� ANC Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed c Date Application Approved by S Date Application Disapproved by Date for the following reasons Permit No. v�GI l�010 Date Issued - ---- ------------------------------------------------------------------- ------ No. KJ l� } ;. Fee (" " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Misposal 6pstem Construction Permit i Application fora Permit to Construct( ) Repair(V� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address o Lot No.f/,1gy b C✓o�jvi))rtrM �J Owner's Name,Address,and Tel.No. CeN ,+-j, Ilf� Assessor's Map/Parcel ,(, .r / �CV b ._ !`^ Installer's Name,Address,and^Tel.No. ! L Designer's"Naive,Address,and Tel.No. A 51^ar.��'�"'S l..�-3cy✓kS Type of Building: Dwelling No.of Bedrooms L1 Lot Size /,GP_sq.ft. Garbage Grinder Other Type of Building jo ley No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 11 t.l gpd Design flow provided H Ll 0 gpd Plan Date 12 Number of sheets Revision Date Title *t Size of Septic Tank I I.on n:e _ Type of S.A.S. . Description of Soil' ' Nature of Repairs or Alterations(Answer when applicable) \ ( 1 .r r i i0.( N J Date last inspected: Agreement: ,•--�"" -- r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed n Date -/y-/4 Application Approved by t~ <517 Date — _I Application Disapproved by Date for the following reasons u .- —-Permit MY eZ 61 Ll Date Issued S /` ✓L I -------- - --- --- ---- ----------------------------------------------------- ---------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired((/ill' Upgraded( ) Abandoned(. )by_ ,1 J at r. 1 ?w.�� � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a Ll- dated Installer� ,`� A `�,i,<,s„� '��,f Designer nd/I I A 1 r ,ry ' �A)t/(1S #bedrooms 4( Approvidesigkflow gpd The issuance o thilperm sha not be construed as a guarantee that the systedesigne Date Inspecto // . . --_ --_----------------- ------------------- .-------------- --------- ------- ------- No. .OI`f— kj Fee VV THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS i Misposal *pstem Const action Permit Permission is hereby granted to Construct( ) Repair(a Upgrade( ) Abandon( ) System located at { and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit—^ Date l _ad e R Approved by I Town of Barnstable 04 K Regulatory Services Richard Y Scan, Interim Direetor MAM " g Public Health Division aosi a. Thowas McKean,Director 200Main Street,Hyannis,KA 02601 Fax; 508.790-6304 Office: 508-862-4644 Installer & Designer Certification Form f l -�.Zla Date: 4J ,3r fLf Sewage Permit# � Assessor's Installer: �,/�, Designer: _)n Address: S' a�Gl a • �` Address: t'L, W C -- On PA ,$q�B-JA tk - was issued a permit to install a {date) (installer) septic system at 2,q,,A.. c N J�� � `�$'�'` based on a design drawn by (ad ress) dated(7- i (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 park. Strip oLt (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 thwn 10' lateral relocation of the SAS or my 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 rewired) was inspected aad the soils were round satisfactory. I certify that the system referenced above was constructed in compli ith the terms of the AA approval letters (if applicable) K-.TFR 7. _ WENTEF (Installer's Signature) CIVIL + � No.35100 I esigner's Signature) 1X Designer'3 PLEASE RETURN To BARNSTABLE PUBLIC BEALTH DIVISION. CERTIFICATE 13 T RDAA�ERECEIVED B`Y TTM BARNSTABLE PURL HEFUS A.L,TH DIMDSTON. �UT.L TM YOUB Q;1SepticlDesigner Ccrtificatio❑Fora Rev 8-14-13,doc RECEIPT Printed: April 10, 2014 @ 11:41:20 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 82328 Oper:GWEN PETER ------------ Book 28079 Page: 43 Inst#: 14823 Ctl#: 492 Rec:4-10-2014 @ 11:37:09a BARN 846 CRAIGVILLE BEACH RD BARN 848 CRAIGVILLE BEACH RD DOC DESCRIPTION TRANS AMT --- ----------- --------- 1 SCHORTMAN, WILLIAM A RESTRICTION County Fee $ 10.00 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Document Copy -Man 2.00 Total fees: 77.00 . Book: 28079 Page: 45 Inst#: 14824 Ctl#: 493 Rec:4-10-2014 @ 11:37:09a BARN 846 CRAIGVILLE BEACH RD BARN 848 CRAIGVILLE BEACH RD DOC DESCRIPTION TRANS AMT --- ----------- --------- 1 SCHORTMAN, WILLIAM A NOTICE County Fee $ 10.00 i0.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00_ 5.00 Document Copy -Man 2.00 Total fees: 77 00 *** Total charges: 154.00 CHECK PM 2269 154.00 it 4-193-26:61 tea- a 1 :8. m 37a DEED RESTRICTION WHEREAS, William A. Schortman and Maxine R. Schortman of 72 Broad Brook Road located in Broad Brook, CT, are the owners of 846 & 848 Craigville Beach Road, Centerville, MA, and being shown as Lot 15 on a plan entitled "Subdivision of Land in `Craigville'-Barnstable-Mass, Property of Louis H. Bowmar, Scale: 1 in. =40 ft., October 20,1949, Bearse & Kellogg-Civil Engineers, Centerville -Cape Cod", duly recorded at the Barnstable County Registry of Deeds in Plan Book 92, Page 135. WHEREAS, William A. Schortman and Maxine R. Schortman as owners of said lot have 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 of obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. p- WHEREAS, the Town of Barnstable, Board of Health, as a pre-condition to granting a Disposal Works Construction Permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on said lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, William A. Schortman and Maxine R. Schortman do hereby place the following restriction on his above referenced land in accordance with their agreement with the Town of Barnstable, Board of Health and only to be lifted upon receipt of written permission granted by the Town of Barnstable, Board of Health, which restriction shall rung with the land and be binding upon all successors in title: 1. 846 & 848 Craigville Beach Road may have constructed upon it a house containing no more than,four (4) bedrooms. William A. Schortman and Maxine R. Schortman agree that this shall be a permanent deed restriction affecting the dwelling located at 846 & 848 Craigville Beach Road, Centerville, MA, and being shown as Lot 15, in Plan Book 92, Page 135. 1 For title of William A. Schortman and Maxine R. Schortman see the following Deed: Book 26223 Page 94. Executed as a sealed instrument this day of , 2014. Owner's signature Owner's signature STATE OF CONNECTICUT ss2,2�p-Date 1 0 , 201 Then personally appeared the above named �01//Jq-n9ki(,�nc.Z2 6y? //Gi Yt2 5U14VIm known to me to be the person/s who executed the following instrument and acknowledged the same to be their free act and deed, before me. Notary Ou6ific My commission expires: (da ) kMY DONNA MC LAIN otary Public,State of Connecticut Commission Expires Dec.31,2014 Page 2r BARNSTABLE REGISTRY OF DEEDS + 04--1 0—`?6 g 1 e.g. a i Notice of Alternative Sewage Disposal System M.G.L. c. 21A, § 13 and 310 CMR 15.0287(10) VThis Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative ewage Disposal System("Alternative System ).] NAME(S)OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: WILLIAM A. SCHORTMAN AND MAXINE R. SCHORTMAN ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: 846& 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM[check and complete each that applies]: Deed recorded with the Barnstable County Registry of Deeds in Book 26223,Page 94 Certificate of Title No. issued by the Land Registration Office of the Barnstable County Registry District _Source of title other than by deed [If Alternative System Owner(s)is other than Property Owner(s),complete the following:] Alternative System Owner Name: Alternative System Owner Address: WHEREAS, Section 15.280 of Title 5 of the State Environmental Code("Approval of Alternative Systems"),provides for the Massachusetts Department of Environmental Protection(the "Department")to approve or certify, as appropriate, all proposals to construct, upgrade or replace on-site sewage disposal systems using alternative systems; WHEREAS,owners and/or operators of approved or certified alternative systems are subject to generatcohditions, a's specified in Section 15.287 of Title 5 of the State Environmental Code, 310 CMR 15.287,'aiid maybe subject to special conditions, as specified in the Department's approvals or certifications; such generalland special conditions potentially'irieluding,-without limitation,requirements relating to the use of trained operators,periodic inspections,maintenance, sampling,reporting and/or recordkeeping; WHEREAS, Section 15.287(l0)of Title 5 of the State Environmental Code, 310 CMR 15.287(10),requires that"prior to obtaining a Certificate of Compliance for installation of a new or upgraded system,the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds and/or Land Registration Office, as applicable, a Notice disclosing both the.existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the local Approving Authority [J"and WHEREAS,the Property is served by an alternative sewage disposal system. NOW, THEREFORE,Notice of an alternative sewage disposal system is hereby given for the above-referenced Property, as follows: 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal system,on or adjacent to the Property, and serves the Property. The trade name and model number(s)of + the alternative system are as follows: Trade name'of tecluiologyi Singulair Bio=kenetkWasteWatek,TreatmdnCSysterii 1Vlanufacfurer Name: NORWECO; Inc:`' s t „Model n )� umbers 960-500 Page 1 of 2 r In conjunction with Trade name of technology: Geoflow Dispersal System Manufacturer Name: Geoflow. Inc. Modelnumber(s): WASTEFLOW CLASSIC WFPC16-4-24 2. Approval/Certification-Sin ug lair. On November 7, 2012, the Department,pursuant to its authority under the section of Title 5 as specified below, approved or certified, with modification, the technology used in the above-referenced alternative system,under MassDEP Transmittal Number X252291. [Check one of the following,as applicable:] Approved for remedial use under 310 CMR 15.284 Approved for piloting under 310 CMR 15.285 Provisionally approved under 310 CMR 15.286 Certified for general use under 310 CMR 15.288 Approval/Certification-Geoflow. On September 26, 2003 (revised August 18, 2004, modified December 14, 2006,August 21, 2007, February 22, 2008,November 14, 2008, June 22, 2011) the Department,pursuant to its authority under the section of Title 5 as specified below, approved or certified the technology used in the above-referenced alternative system,under MassDEP Transmittal Number W032585. [Check one of the following,as applicable:] Approved for remedial use under 310 CMR 15.284 Approved for piloting under 310 CMR 15.285 Provisionally approved under 310 CMR 15.286 Certified for general use under 310 CMR 15.288 A copy of the Department's Approval/Certification is available from the Department in person or on- line at the Department's website: hqp://www.mass.2ov/del) WITNESS the execution hereof under seal this day of , 20 made by the above-n lternati t O ner(s). T^/ �— �. [Alternative System w7er(s)] Gt1�lh a Print Name(s): STATE OF CONNECTICUT 4,,v t2 ss On this day of 0ozin , 20 , before me, the undersigned notary public,personally appeared William A. Scho man and Maxine R. S�hoxtman proved to me through satisfactory evidence of identification, which were O / I , to be the persons whose name is signed on the preceding or attached documen , and acknowle ed to me that they signed iplPoluntarily for its stated purpose. DONNA MC LAIN Notary Public,State of Connecticut (official signature and seal of notary) 3o0m�ssop Expires Dec.31,2014 ________________________________ _---_______________-___________ 3� �q yt V •Z g BARNSTABLE REGISTRY OF DEEDS ' `�-'�4, * - Town of Barnstable °FIHE ram, Regulatory Services Richard V. Scali, Interim Director * Public Health Division sARNSTABU, 9�'Ar%6 9. 1% Thomas McKean, Director D MA 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: T4 G �— $4 Tr (f Assessor's Map\Parcel: 2'Z9 1 -7 S� Property Owners Name: W rA /-'s Max ` ►'i t �h�r)-�vt G In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes N\A �S�-Z }�c� ��a�I`ar, - �w.��-e►n et n G� C0.1 ❑ -I have been provided a copy of the Title 5 UA technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) ❑ I have been provided.with'the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual (�. ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ® ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) ' ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modit, or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 to�n A : -Sc 0-,a`,, agree to comply with all terms and conditions above. Property Owners printed name Property Owners Signature Date Note:' This form must be submitted along with the septic system disposal works permit application for all 1\A systems including new construction, rep airslupgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification,doc • i I Barnstable tF1E Town of Barnstable ` MRNMB MAM ` Board of Health 1639,fc 3" 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi February 22, 2014 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE 846 and 848 Craigvllle Beach Road;Centerville Dear Mr. McEntee, You are granted variances, on behalf of your clients, Bill and Maxine Shortman, to construct an onsite sewage disposal system incorporating innovative/alternative technology (a Singulair Bio=kinetic Wastewater Treatment System in conjunction with a Geoflow Drip Dispersal System) at 846 and 848 Craigville Beach Road, Centerville. The variances granted are as follows: 310 CMR 15.211 (1): To construct a soil absorption system (SAS) five feet away from a property line, in lieu of the ten feet setback minimum required. 310 CMR 15.211 (1): To construct a soil absorption system (SAS) five feet away from a side property line, in lieu of the ten feet setback minimum required. 310 CMR 15.211(1): To construct a soil absorption system (SAS) five feet away from a rear property line, in lieu of the ten feet setback minimum required. i 310 CMR 15.2110): To install a septic tank nine feet away from a property line, in lieu of the ten feet setback minimum required. 310 CMR 15.211(1): To install a pump chamber six feet away from a property line, in lieu of the ten feet setback minimum required. 310 CMR 15.2110): To install a septic tank nine feet away from a foundation wall, in lieu of the ten feet setback minimum required. 310 CMR 15.211(1): To install a pump chamber six feet away from a foundation wall, in lieu of the ten feet setback minimum required. Q:\WPFILES\M cEnteeshortman2014.doe 310 CMR 15.212: To install the soil absorption system three feet above the maximum adjusted groundwater table, in lieu of the required five feet separation required. i These variances are granted with the following conditions: (1) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four bedrooms maximum. A copy of the recorded. deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated February 4, 2014. (4) 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 submitted plans dated February 4, 2014. (5) The wastewater effluent shall be tested twice each year as submitted. (6) The rental units shall be registered with the Public Health Health Division annually, as required by Chapter 170 of the Town of Barnstable Code. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the small size of the lot. Due to the high groundwater table onsite, the applicant will be installing an innovative/alternative system which will provide additional treatment to the wastewater. In recognition of this additional treatment, the MA Department of Environmental Protection allows for a reduction in the vertical distance to the groundwater table. The proposed system appears to be designed to meet the maximum feasib a compliance standards contained within the State Environmental Code, Title V. Sin rely*r, M. ay `e MD. Q A WPFILES\McEnteeshortman2014.doe �, � �.�c•: (�{'����� imc�rcl�a5'Gi6Y`�nQti ao/� do C� �IMEr, DATE: a2.Q FEE: w BARNSTABLE, + y MASS. 1639• �� REC. BY Town of Barnstable SCHED. DATE: �111,a Board'of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 JunichiSawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: to �(� Cz-an yl t u Pak Assessor's Map and Parcel Number: 'LZ(p 1 "j Size of Lot: rp Wetlands Within 300 Ft. Yes Business Name: No_ Subdivision Name: APPLICANT'S NAME: -jr ' Ktc ,+ x- Phone ��a - ��-?' S-13 13 Did the owner of the property authorize you to represent him or her? Yes --,z _ No PROPERTY OWNER'S NAMES CONTACT PERSON Name: �� Mq& vte dG %A- Name: cf-e 1" 04�1 "-rlc F-E nee f ✓Lg 6 ,�.,,�_ "_�I I 2 W, Grass Z eld (2tJ Address:?Z �2+��1 Qraa�1 �. �(dwLt Qt��,C( Address: Phone: 0 -7 0-7 �� �6 Phone: SQ?' 4.7?-5 3.0 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) �10 C to IL I S.L-lo s(g 7(6)_� C 14> —5,c�--e" NATURE OF WORK: House Addition ❑ House Renovation ❑ epair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. i/ Four(4)copies of the completed variance request form i .� Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) 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/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) 1� Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC t h t t Engineering Works, Inc. -a 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508)477-5313 January 24, 2014 Re: 846 & 848, Centerville, MA (Assessors Map 226, Parcel 175) Construction Title 5 Septic System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(a)(b)&(h) — CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5' variance, S.A.S. to property line (side), for a 5' setback. 2. A 5' variance, S.A.S. to property line (rear), for a 5' setback. 3. A 1' variance, septic tank to property line, for a 9' setback. 4. A 4' variance, pump chamber to property line, for a 6' setback. 5. A 1' variance, septic tank to cellar wall, for a 9' setback. 6. A 4' variance, pump chamber to cellar wall, for a 6' setback. 7. A 2' variance to the required 5' separation between maximum seasonal high groundwater and bottom of S.A.S., for a 3' separation. Request Remedial Approval usage of a Singulair Bio-kinetic wastewater treatment system in conjunction with a Geoflow Drip Dispersal System. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, February 11, 2014, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room Second Floor 367 Main Street Hyannis, MA erely, Peter T. McEntee P.E. , r YZ8" ® o Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Je Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L.PATRICK RICHARD K.SULLIVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMiMELL Lieutonant Governor CUIT1fT115ulUnef REVISION OF APPROVAL FOR REMEDIAL USE Pursuant to Title 5, 310 CMR 15.00 Name and Address of Applicant: NORWECO, Inc. 220 Republic Street Norwalk, OH 44857 Trade name of technology: Singulair Bio-Kinetic Wastewater Treatment System. Models: Singulair 960 -500, 960-600, 960-750, 960-1000, 960-1250 and 960-1500, Singulair TNT-500, TNT-600, TNT-750, TNT-1000, TNT-1250 and TNT-1500, Singulair Green (plastic tank): 960 Green-500, 960 Green-600, Green TNT-500 and Green TNT-600. All models are hereinafter called the "System". Schematic drawings illustrating the models, a design and installation manual, an owner's manual, an operation and maintenance manual, and an Inspection checklist are part of this approval. Transmittal Number: X252291 Revision Date: November 0D2.012 ance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Approval for Remedial Use to:NORWECO, Inc., 220 Republic Street,Norwalk, OH 44857 (hereinafter "the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. The sale, design, installation and use of the System are conditioned on compliance by the Company,the Designer, the Installer,the Service Contractor/Operator and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. i4cl November 07, 2012 David Ferris,Director Date Wastewater Management Program Bureau of Resource Protection This Information Is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-6761.TDD#1-866-639-7622 or 1-617-674-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper singulair.doc (M , NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System Page 2 of 4 J Renewal of Approval for Remedial Use Issued Date:November 07,2012 Description of the TechnoloLyv The System is installed between the building sewer and the Soil Absorption System (SAS)or disposal field. Systems designed for facilities in excess of 1,000 GPD typically require installation of a pretreatment or septic tank sized in accordance with the Company's requirements and constructed in accordance with 310 CMR 15.223 through 15.226. The Singulair Wastewater Treatment System,which includes both the Singulair 960 and Singulair TNT models with concrete tank and the Green models with plastic tank, is an extended aeration process providing flow equalization,pretreatment, aeration and clarification for treating sanitary wastewater. The Singulair treatment process takes place in a three-compartment precast concrete tank or similarly sized three-compartment plastic tank(Green models). The initial chamber removes gross solids,grease and oil from the wastewater by settling and flotation. The clarified liquid is aerated in the second chamber using a fractional horsepower, 1725 RPM aerator,operated with timer typically set at 30 min on and 30 min off,to mix and aerate the liquid and promote aerobic treatment. The TNT models are designed to be capable of also reducing total nitrogen in the wastewater with aeration timed to operate 60 min on and 60 min off. The third chamber contains the Bio-Kinetic unit, which provides additional filtration and settling using non-mechanical flow equalization. Sludge that settles in the third chamber is returned to the aeration chamber using a Bio-Static sludge return installed in an opening between the second and third compartments. The System includes a weather-tight enclosed control panel with aerator controls,manual reset circuit breaker, on-off automatic selector switch, adjustable timer mechanism and an audible/visual warning system to report malfunctions. The panel also contains the high water level override and high water alarm. The alarm and control circuits are each connected to an independent power source run from the main power source of the facility. The control panel is mounted in a location always accessible to the System operator. Conditions of Approval The term "System" refers to the STU in combination with the other components of an on- site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term "Approval"refers to the technology-specific Special Conditions,the conditions applicable to all STU's with Remedial Use Approval,the General Conditions of 310 CMR 15.287, and any Attachments. For Secondary Treatment Units that'have been issued Remedial Use Approval for the upgrade or replacement of an existing failed or nonconforming system,the Department authorizes reductions in the effective leaching area(310 CMR 15.242),the depth to groundwater(310 CMR 15.212), and/or the depth of naturally occurring pervious materia 15.240(1)) subject to the conditions that apply to all Secondary Treatment Units Approved for Remedial Use and subject to the Special Conditions applicable to the Technology. -- singulair.doc NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System Page 3 of 4 .� Renewal of Approval for Remedial Use Issued Date:November 07,2012 Special Conditions 1. The System is a Secondary Treatment Unit Approved for Remedial Use. In addition to the Special Conditions contained in this Approval, the System shall comply with all the"Standard Conditions for Secondary Treatment Units Approved for Remedial Use", except where stated otherwise in these Special Conditions. 2. This Approval for Remedial Use authorizes the use of the System only where the design flow for the facility is less than 1,500 gallons per day (GPD). 3. The System is approved for facilities where the local approving authority finds that: a) there is no increase in the actual or proposed design flow; b) the System is for the upgrade of a failed, failing or nonconforming system; and c) a conventional system with a reserve area,designed in accordance with the standards of 310 CMR 15.100 through 15.255, cannot feasibly be built on-site. 4. The System, shall be installed between the building sewer and the effluent pump chamber"for disposal in the SAS of a system designed and constructed in accordance with 310 CMR 15.100 - 15.279, subject to the provisions of this Approval. 5. The maximum burial depth for the Singulair Green model shall not exceed 16.5 inches. For deeper burials the System Designer shall consult with NORWECO, Inc. and-their `Deeper Burial Requirements' for the Green plastic tank model. 6. All proposed Singulair installations, including the Green model, shall require buoyancy calculations in locations with high groundwater elevation. Tie downs and associated anchors, such as the anti-flotation beams available from NORWECO, Inc, may be required to prevent tank floatation.The buoyancy calculations shall be included on the Title 5 septic system plan for each System installation. System buoyancy calculations shall include consideration of the high groundwater elevation developed as required by 310 CMR 15.100 through 15.105. Design plans prepared in accordance with 310 CMR 15.220 shall include System anchoring. and backstay details when necessary. I 1 w 7. Singulair Green model installations with plastic tank are not designed for traffic loading. No Green System shall be located or installed in a vehicle traffic area. Siting of the Green models (960 Green-500, 960 Green-600, Green TNT-500 and Green TNT-600) in a location subject to vehicular loading is specifically prohibited by this Approval. Where vehicles can possibly access an installed Singulair Green System site, suitable warnings shall be installed. 8. Singulair models 960-1000, 960-1250, 960-1500, TNT1000, TNT1250 and TNT1500 all require separate septic tanks. These models must meet Title 5 septic tank requirements in accordance with 310 CMR 15.223 through 15.226. All other Singulair models covered by this Approval are exempt from the requirements for a standard Title 5 septic tank designed in accordance with 310 CMR 15.223(1) and 15.224. The record drawings, on file with the local approving authority, shall clearly indicate an area for a singulair.doc � c NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System Page 4 of 4 d Renewal of Approval for Remedial Use Issued Date:November 07,2012 septic tank meeting the requirements of Title 5 and the drawings shall indicate that the area is for the sole purpose of installing a Title 5 septic tank in the future, if necessary. The System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would prevent the installation of a Title 5 septic tank in the future. singulair.doc v Standard Conditions for Secondary Treatment Units Approved for Remedial Use Effective Date: November 05,2012 A Secondary Treatment Unit(STU) is an alternative technology that may be used as a component of an on-site sewage disposal system where soil or site conditions make conventional soil absorption systems more costly to construct or infeasible. A conventional system may be more costly to construct or infeasible where there is a shallow water table and/or limited area for the siting of a conventional system. As compared to a conventional system, in certain instances, an STU provides for higher loading rates (smaller leaching area) and may require less land area, potentially less fill, and less disturbance of the site. The System consists of an STU preceding a pressure dosed soil absorption system. The secondary treatment unit is designed to reduce the organic material and solids in the wastewater which reduces the demand for treatment in the soil absorption system. A conventional septic tank precedes the STU unless exempt by the Special Conditions for a specific Technology. The use of an STU in accordance with this Approval for Remedial Use requires, among other things: • A Disclosure Notice in the Deed to the property (310 CMR 15.287(10)) (A Deed Notice template is available from the Department); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • A Massachusetts certified operator who has received training for the technology and is under contract for periodic inspection and maintenance(310 CMR 15.287(10)); • Periodic sampling,recordkeeping, and reporting, in accordance with this Approval; • Notification within 24 hours by the System Owner to the local approving authority of any System failure; • When pumping is required to discharge to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; and y • System Owner Acknowledgement of Responsibilities, in accordance with this Approval. Definitions and References The term"System"refers to the STU in combination with the other components of an on- site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term "Approval"refers to these Standard Conditions applicable to all STU's with Remedial Use Approval, the Special Conditions contained in the Technology-specific Approval, the General Conditions of 310 CMR 15.287, and any other Attachments. The Conditions contained herein MUST be read in conjunction with any Special Conditions that are Technology-specific. standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 2 of 18 Effective Date:November 05,2012 I. Purpose 1. Approval for Remedial Use allows the use of the Alternative System only where the local Approving Authority finds that the Alternative System is for the upgrade or replacement of an existing failed, failing or nonconforming system with a design of flow of less than 10,000 gpd, where there is no increase in the actual or proposed design flow, and where a conventional system with a reserve area, designed in accordance with the standards of 310 CMR 15.100 through 15.255, cannot feasibly be built on-site. 2. The sale, design, installation, and use of the System shall be subject to these requirements for any system that submits a complete Disposal System Construction Permit(DSCP) application after the effective date of these Standard Conditions. Existing Systems and Systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however,the System Owner,the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3. With the other applicable permits or approvals that may be required by 310 CMR 15.000, the Approval authorizes the installation and use of the Alternative System in Massachusetts. Except those provisions that specifically have been varied by this Approval,the provisions of 310 CMR 15.000, including the General Conditions of 310 CMR 15.287, apply to the sale, design, installation, and use of the System. 4. Unless stated otherwise in the Special Conditions that apply to a specific Technology, all the conditions contained in this document shall apply to secondary treatment units which have obtained Remedial Use Approval. (Special Conditions may be more or less stringent than the requirements of this document.) 5. Provided that the local Approving Authority approves the Alternative System in conformance with the Department's Technology Approval, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis,pursuant to its authority at 310 CMR 15.003(2)(e),that the proposed System requires Department review and approval. II. Design and Installation Requirements 1. Effluent BOD5, TSS and pH- The effluent discharge concentrations from the Secondary Treatment Unit to the SAS shall not exceed secondary treatment standards of 30 mg/L BOD5 and 30 mg/L TSS and the effluent pH range shall be 6.0 to 9.0. 2. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 3 of 18 Effective Date:November 05,2012 3. Except where the Approval specifically states otherwise,the Alternative System shall be installed in a manner which does not intrude on,replace, or adversely affect the operation of any other component of the subsurface sewage disposal system designed and constructed in accordance with the standards of 310 CMR 15.200 - 15.279. 4. Except where the Approval specifically states otherwise, the Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223 - 15.229, connected to the building sewer and followed in series by the Technology and the SAS; 5. Alternative Design Standards-Provided that the Designer demonstrates that the impact of the proposed Alternative System has been considered and the design requirements of 310 CMR 15.000 have been varied to the least degree necessary so as to allow for both the best feasible upgrade within the borders of the lot and the least effect on public health, safety,welfare and the environment,the local approving authority may allow any combination of the following alternative design standards without the need for granting a variance under 310 CMR 15.400 or obtaining Department approval: a) If a reduction in the size of the SAS is necessary, the size of the SAS may be reduced up to 50 percent from the effective leaching'area required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a) for Systems sited in soils with a percolation rate of 60 minutes or less per inch, or for soils with a recorded percolation rate of between 60 and 90 minutes per-inch,the loading rates of 310 CMR 15.245(4). (Alternatively, the effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, however, no reduction in the effective leaching �(� area may be taken when us'- these loading rates as stated in the regulation.); and/or'''" b) If a reduction in the depth to groundwater required by 310 CMR 15.212 is necessary, the depth to groundwater may be reduced by up to 2 feet, resulting in a minimum separation distance of two feet in soils with a recorded percolation rate of more than two minutes per inch and three feet in soils with a recorded percolation rate of two minutes or less per inch, measured from the bottom of the soil absorption system to the high groundwater elevation; and/or c) If a reduction in the depth of the naturally occurring pervious material layer is y� necessary, a proposed reduction of up to 2 feet may be allowed in the four feet off naturally occurring pervious material layer required by 310 CMR 15.240(1)provided that it has been demonstrated that no greater depth in naturally occurring pervious material can be met anywhere on the site. 6. Any proposed reduction in the required depth to groundwater, specified in 310 CMR 15.212, may only be approved when: a) An approved Soil Evaluator who is a member or agent of the local Approving Authority determines the high groundwater elevation; b) No reduction is granted unde LUA for setbacks from public or private wells, bordering vegetated wetlands ace waters, salt marshes, coastal banks, certified vernal pools, water supply 1' es, surface water supplies or tributaries to surface waterer standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 4 of 18 Effective Date:November 05,2012 supplies, or drains which discharge to surface water supplies or their tributaries, is allowed; and c) In accordance with 310 CUR 15.212(2), for systems with a design flow of 2,000 gpd or greater,the separation to high groundwater as required by 310 CMR 15.212(1) shall be calculated after adding the effect of groundwater mounding to the high groundwater elevation as determined pursuant to 310 CMR 15.103(3). 7. The Alternative Design Standards for effective leaching area, depth to groundwater, and depth of naturally occurring pervious material contained in the Department's Standard Conditions for Secondary Treatment Unit Approved for Remedial Use shall not be made less stringent by the local Approving Authority under the LUA provisions of 310 CMR 15.405 or under the variance procedures of 310 CMR 15.411. The local Approving Authority may vary other design requirements under the LUA provisions of 310 CMR 15.405 or under the variance procedures of 310 CMR 15.411. 8. Except those allowed under LUA and the Approval, any further deviation from the siting and design requirements of 310 CMR 15.000 for the remedial use of a Secondary Treatment Unit shall require the following: a) The applicant may propose the use of a Bottomless Sand Filter(BSF) as the means of on-site effluent disposal in conjunction with a Secondary Treatment Unit. The installation and use of the BSF must be in accordance with the conditions of the Remedial Use Approval issued by the Department for the BSF; and/or b) The applicant may request the approving authority to grant a variance. 9. An effluent pressure distribution system, designed in accordance with Department guidance, shall be installed for Secondary Treatment Units that have been issued Remedial Use Approval and for which there is: a) a reduction in the effective leaching area greater than 25%, as allowed under LUA; and/or b) a reduction in the depth to groundwater greater than 1 foot, as allowed under LUA; and/or c) any reduction in the depth of pervious material. - 10. The proposed use of a Secondary Treatment Unit Approved for Remedial Use shall be subject to the following: a) the approved record drawings, on file with the local approving authority, shall clearly indicate an area for the best feasible upgrade that could be installed to replace the proposed System, including the STU, in the event that the proposed System fails or it is determined that it is not capable of providing equivalent environmental protection; b) the installation of the proposed System shall not disturb the site in any manner that would preclude the future installation of the best feasible upgrade that could be installed to replace the proposed System. Components of the proposed System may be sited in an area for the future installation of the best feasible upgrade,provided that it does not render the area unusable for a potential future upgrade; and standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 5 of 18 Effective Date:November 05,2012 c) except for the installed SAS,the System Owner shall not construct any permanent buildings or structures in the area for the best feasible upgrade that could be installed to replace the proposed System and the System Owner shall not disturb the site in any other manner that would preclude the future installation of the best feasible upgrade. 11. When identifying the best feasible upgrade that could be installed to replace the proposed System, the Designer shall consider these options in the following order: a) a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 that can be built feasibly,with the exception of providing a reserve area(15.248); b) a conventional system that can only be built feasibly under a Local Upgrade Approval (LUA); c) where a conventional system cannot be built feasibly under a LUA, a Bottomless Sand Filter, in conjunction with an STU; d) where a System can only be built feasibly with variances, a System that has been demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree necessary and have the least effect on public health, safety,welfare and the environment(the System may be an Alternative System with variances); or e) a tight tank. 12. For the upgrade or replacement of an existing failed or nonconforming system in a nitrogen sensitive area(NSA), as defined in 310 CMR 15.215, Systems serving facilities, with actual or design flows of 2,000 GPD or greater must include treatment with a Recirculating Sand Filter(RSF) or equivalent technology, as required by 310 CMR 15.202(1). Secondary Treatment Units with Remedial Use Approval are not approved as an RSF equivalent technology and shall not be installed in a NSA, as defined in 310 CMR 15.215, to serve facilities with actual or design flows of 2,000 GPD or greater. (The technology may also have a separate approval for nitrogen reduction, but must be installed under that approval, when appropriate.) 13. Except for septic tank covers which are not required to be at grade, the frames and covers of the other access manholes and ports of the System components shall be watertight, made of durable material, and shall be installed and maintained at grade,to allow for necessary inspection, operation, sampling and maintenance access. Manholes brought to final grade shall be secured to prevent unauthorized access. No structures which could interfere with performance, access, inspection,pumping, or repair shall be located directly upon or above the access locations. 14. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. , standrem.doc r Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 6 of 18 Effective Date:November 05,2012 15. All System control units,valve boxes,distribution piping, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 16. The System control panel including alarms and controls shall be mounted in a location always accessible to the operator(or service contractor). When pumping is required to discharge to the SAS, the System shall be equipped with sensors and high-level alarms to protect against high water due to pump failure,pump control failure, loss of power, system freeze ups, or backups. Emergency storage shall be required when pumping to discharge is employed, including pressure distribution. Emergency storage capacity for wastewater above the high level alarm shall be providedy�L equal to the daily design flow of the System and the storage capacity shall include additional allowance for the volume of-all drainage which may flow back into the System when pumping has ceased. 17. System malfunction alarms or high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and the alarms shall be connected to circuits separate from the circuits serving operating equipment and pumps. 18. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back up or break out. 19. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for ponding. The pipe shall be capped with a screw type cap and A* accessible to within three inches of finish grade. (A locking cap at-grade is preferred for annual inspection.) 20. Upon submission Wan application for a Disposal System Construction Permit(DSCP), the Designer shall provide to the local Approving Authority: 1 a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) for any proposed non-residential System or any residential System with a design flow 2,000 GPD or greater, certification by the Company as specified in Paragraph V.3; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the < Technology, stating that the property Owner: `r-0 i) has been provided a copy of the Approval,the Owner's manual, and the Operation and Maintenance manual and the Owner agrees to comply with all terms and conditions; has been informed of all the Owner's estimated costs associated with the operation including,when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 7 of 18 Effective Date:November 05,2012 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; and vii) 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. 21. The System Owner and the Designer shall not submit to the local Approving Authority a DSCP application for the use of a Technology under this Approval, if the Approval has been revised, reissued, suspended, or revoked by the Department prior to the date of application. The Approval continues in effect until the Department revises, reissues, suspends, or revokes the Approval. 22. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 23. Prior to the commencement of construction,the System Installer must certify in writing to the Designer, the local Approving Authority, and the System Owner that(s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. 24. The Installer shall maintain on-site,at all times during construction, a copy of the approved plans,the Owner's manual,the O&M manual, and a copy of the Approval. 25. Prior to the issuance of a Certificate of Compliance by the local Approving Authority, the System Installer and Designer must provide, in addition to the certifications required by ` 310 CMR 15.021(3), certifications in writing to the local Approving Authority that the System has been constructed in compliance with the terms of the Approval. 26. 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. If it is feasible to connect a new or existing facility to the sewer,the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System. When a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with standrem.doc i Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 8 of 18 Effective Date:November 05,2012 310 CMR 15.354, unless a later time is allowed in writing by the Department or the local Approving Authority. III.Operation and Maintenance,Effluent Quality, Monitoring, and Inspection 1. From start up and thereafter,the System Owner and Service Contractor shall be responsible for the proper operation and maintenance of the System in accordance with this Approval,the Designer's O&M requirements, the Company's O&M requirements, and the requirements of the local Approving Authority. The System Owner and Service Contractor shall be responsible for compliance with the sampling, monitoring, and inspection requirements. Any inspection, operation, maintenance, or monitoring requirements remain in effect until the conditions are modified, terminated, or superseded by a new Approval. 2. To ensure proper operation and maintenance(O&M) of the System,the System Owner shall enter into an O&M Agreement with a qualified Service Contractor whose name appears on the Company's current list of Service Contractors and has been certified, at a minimum, at Grade Level II (two) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. 3. The System shall comply with the following monitoring requirements and effluent limits. The required O&M Agreement with the Service Contractor shall include the following monitoring schedule, at a minimum, subject to modifications that may be required by Paragraphs I11.8.a)and 8.b): Mil, . See frequency pH specified grab effluent to SAS 6 to 9 below See frequency effluent of turbidity specified measure treatment unit <-40 NTU below See Measure and settleable frequency effluent of solids specified measure treatment unit record m]/1 below only See Record frequency visual effluent of color specified observation treatment unit observation below only dissolved See effluent of oxygen (D.O.) frequency measure treatment unit 2 mg/l specified standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 9 of 18 Effective Date:November 05,2012 9 yam�erFlreuc, KQ 4 Limits below FDepth 0 of once every Inspection port to See Paragraph Pondinlg year measure bottom of SAS 111.10 —Within SAS Thickness of Septic tank or floating Once every measure other process Pump out, as grease/scum 3 years tank where solids necessary layer are retained Depth of Septic tank or Sludge and Once every other process Pump out, as distance to 3 years measure tank where solids necessary effluent tee/filter/outlet are retained 4. An individual household shall be monitored at least once every 12 months (exclusive of alarm responses or other maintenance visits). 5. Facilities (residential and nonresidential)with a design flow of less than 2,000 gpd, other than an individual household, shall be monitored a minimum of twice/year with a minimum of 5 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits) and a maximum of 7 months between monitoring inspections. 6. Facilities (residential and nonresidential)with a design flow of 2,000 gpd or greater shall be monitored quarterly not less than 2 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits) and not more than 4 months between monitoring inspections. 7. For Systems that include a Bottomless Sand Filter(BSF) for effluent disposal, the monitoring requirements shall be as specified in the BSF Remedial Use Approval. 8. Systems installed under this Remedial Use Approval shall be subject to the following Performance Requirements: a) Whenever field tests indicate a pH outside the specified range, an exceedance of the turbidity limit, or D.O. below the desired minimum,the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect an effluent sample for laboratory analysis for BOD5 and TSS; b) For an individual household, if laboratory analyses indicate an exceedance of 30 mg/L BOD5 or 30 mg/L TSS, the Service Contractor shall conduct a follow-up inspection and field-testing within 180 days of the original inspection date. Should the follow-up field-test indicate a pH outside the specified range, an exceedance of the turbidity limit, or D.O. below the desired minimum,the Service Contractor shall standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 10 of 18 Effective Date:November 05,2012 make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect another effluent sample for laboratory analysis for BOD5 and TSS; and c) Whenever two consecutive monitoring rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BOD5 or TSS,the System Owner shall be responsible for submitting to the local Approving Authority, within 90 days of the second exceedance of the limits for BOD5 or TSS, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.9. 9. Each time an Alternative System is visited by a Service Contractor the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System,which indicate a failure of the Alternative System; d) depth of ponding within the SAS, if measured e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system had been pumped with date(s) and volume(s)pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events,the cause of the alarm and any remedial steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing resultstwhen performed as part of the site visit; j) samples taken for laboratory analysis, if any; k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 10. Whenever an SAS inspection port measurement indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be standrem.doc I Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 11 of 18 Effective Date:November 05,2012 made 30 days later. If the subsequent reading indicates the elevation of ponding within the SAS is above the invert of the distribution system,the System Owner shall be responsible for submitting to the local Approving Authority, within 60 days of the follow up inspection, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and laboratory analyses for the previous year. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.9. 11. Unless directed by the local Approving Authority to take other action,the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a)1 or 2, backing up into facilities or breaking out to the surface. IV.Additional System Owner and Service Contractor Requirements 1. The System Owner shall not install,modify, upgrade, or replace the System except in accordance with a valid DSCP issued by the local Approving Authority which covers the proposed work. 2. Prior to commencement of construction of the System and after recording and/or registering the Deed Notice required by 310 CMR 15.287(10),the System Owner shall provide to the local Approving Authority a copy of: a) a certified Registry copy of the Deed Notice bearing the book and page/or document number; and b) 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. 3. 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, as required by 310 CMR 15.287(5) 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). 4. The System Owner and Service Contractor shall properly operate and maintain the System in accordance with the Approval, the Designer's O&M requirements, the Company's O&M requirements and the requirements of the local Approving Authority. standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 12 of 18 Effective Date:November 05,2012 5. 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.6. 6. The System Owner and the Service Contractor shall maintain on-site, at all times, a copy of the approved plans, the Owner's Manual,the O&M Manual, a copy of the Approval, and a copy of the O&M Agreement. The O &M agreement shall be at least for one year and include the following provisions: a) The name of a Service Contractor who meets the qualifications specified in the Approval; b) The Service Contractor must inspect the Alternative System as required by the Approval; c) The Service Contractor shall be responsible for obtaining lab analyses and submitting the monitoring results to the System Owner and the local Approving Authority in accordance with the reporting requirements; 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 Service Contractor and System Owner shall be clearly defined for corrective measures to be taken immediately. The Service Contractor shall agree to provide written notification within five days, describing corrective measures taken, to the System Owner, the local board of health, and the Company. 7. The Service Contractor shall notify the System Owner of any changes to the terms and conditions of the Approval within 60 days of any changes. 8. Within one year of any changes to the terms and conditions of the Approval,the System Owner shall amend, as necessary,the O&M Agreement required by Paragraph IV.6 to reflect the changes to the terms and conditions of the Approval. 9. In the case of a System failure, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval,the Service Contractor shall provide written notification within five days, describing corrective measures taken, to the System Owner, the local board of health, and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the Alternative System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by an individual meeting the qualifications of Paragraph TI.2; standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 13 of 18 : Effective Date:November 05,2012 d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit, in accordance with 310 CMR 15.019 and the Installer shall also comply with Paragraph II.23. The System Owner shall also be responsible for ensuring written notification is provided within five days to the local board of health. 10. The System Owner shall provide access to the site for the Service Contractor to perform inspections, maintenance, repairs,responding to alarm events, field testing, and sampling as may be required by the Approval. 11. At a minimum, the Service Contractor shall inspect,properly operate, and properly maintain the System: a) any time there is System failure, equipment failure, or an alarm event; b) in accordance with the O&M manual and Designer requirements; c) in accordance with the requirements of the local Approving Authority; and d) in accordance with the Approval. 12. The Service Contractor shall collect samples, if required by the Approval, and obtain analysis results from an approved laboratory,perform any required field testing, and submit results to the System Owner with the O&M report and inspection checklist within 60 days of the site visit. The O&M report and inspection checklist shall include, at a minimum, any required wastewater analyses, any required flow data, and all the information required to be recorded for a maintenance inspection of an Alternative System. 13. The System Owner and the Service Contractor shall maintain co pies 1es of an wastewater p y analyses, wastewater flow data, field testing results,the Service Contractor's O&M reports, inspection checklists, and all reports and notifications to the local Approving Authority for a minimum of three years. 14. Upon determining that the System is in violation of the Approval or the System has failed, as defined in 310 CMR 15.303, the Service Contractor shall notify the System Owner immediately. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the Service Contractor shall be responsible for the notification of the local Approving Authority within 24 hours of such determination. . 16. In the case of a System failure, an equipment failure, violations of the Approval, an alarm event, or components not functioning as designed or in accordance with the Company specifications, the Service Contractor shall provide written notification to the Company within five days describing proposed corrective measures or corrective measures taken. 17. Violations of the BOD5, TSS, or pH 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 standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 14 of 18 Effective Date:November 05,2012 required in provisions applicable to all Alternative Systems. Breakout constitutes a failure of the System. If breakout occurs,the Service Contractor and System Owner shall comply with the 24-hour notification or 5-day written reporting provisions applicable to all Alternative Systems. 18. By March 1 st of each year, the System Owner and the Service Contractor shall be responsible for submitting to the local Approving Authority all O&M reports, all 04k monitoring results, and inspection checklists completed by the Service Contractor during the previous calendar year. 19. The System Owner and the Service Contractor shall provide written notification to the local Approving Authority within seven days of any cancellation, expiration or other change in the terms and/or conditions of a require Agreement with a Service Contractor. The Service Contractor shall provide written notification to the Company within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement with a System Owner. 20, By March 1st of each year, the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses, all monitoring results, violations of the Approval, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons during the previous calendar year. 21. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met,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. 22. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. V. Company Requirements 1. The Approval shall only apply to model units with the same model designations specified in the Technology Approval and meet the same specifications, operating requirements, and plans, as provided by the Company at the time of the application. Any proposed modifications of the units, installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit except, for systems of 2,000 gpd or more and nonresidential systems, the Company shall be responsible for verification of the appropriate model unit as part of the review of proposed installations under a Remedial Use Approval. standrem.doc _ St andard Condition for Secondary Treatment Units Approved for Remedial Use Page 15 of 18 Effective Date:November 05,2012 2. Prior to submission of an application for a DSCP,the Company shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; ©� b) An operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring (i.e. water use and power consumption) and sampling procedures, if any; iv) alarm response procedures, if any, and troubleshooting procedures; c) An owner's manual, including alarm response procedures, if any; d) Estimates of Owner's costs associated with the operation including,when applicable: power consumption, maintenance, sampling, recordkeeping,reporting, and equipment replacement; e) A copy of the Company's warranty; and f) Lists of qualified Service Contractors and, if training is required, qualified Designers and Installers. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and Systems with design flows of 2,000 gpd or greater,the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. The Company shall maintain programs of training and continuing education for Service Contractors. Training shall be made available at least annually. If the Company requires trained Designers or Installers, the Company or its authorized agent shall institute programs of training and continuing education that is separate from or combined with the training for Service Contractors. The Company or its authorized agent shall maintain, annually update, and make available by February 151h of each year, lists of Service Contractors and, if certification or training is provided by the Company,Designers and Installers. The Company or its authorized agent shall certify that the Service Contractors and, if training is required, Designers and Installers on the lists have taken the appropriate training and passed the Company's training qualifications. The Company or its authorized agent shall further certify that the Service Contractors on the list have submitted to the Company all the reports required by Paragraphs IV.16, 19, and 20. The Company or its authorized agent shall not re-certify a Service Contractor if the Service Contractor has not complied with the reporting requirements for the previous year. 5. If training is required, the Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. The Company shall require, standrem.doc i Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 16 of 18 Effective Date:November 05,2012 by contract,that distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. 6. As part of the required training programs for Designers, Installers, and Service Contractors,the Company shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 7. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this technology Approval,to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts,the Company shall submit to the Department for review a copy of any proposed changes to the manual(s)with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes, as stated in Paragraph V.8. 8. Prior to publication or distribution in Massachusetts,when substantive changes in the design, installation, operation, or maintenance of the System may be outside the limits of this Approval and may require a modification of this Approval or may be the basis for a separate Approval, the Company shall request approval by the Department. 9. Prior to its sale of any System that may be used in Massachusetts,the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents,prior to any sale of the System. 10. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met,the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 11. Within 60 days of issuance by the Department,the Company shall provide written notification of changes to the Approval to all Service Contractors servicing existing installations of the Technology and all distributors and resellers of the Technology. 12. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the Technology for which the Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. 13, The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; c) an owner's manual, including alarm response procedures, if any; standrem.doc i Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 17 of 18 Effective Date:November 05,2012 d) an operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring requirements and recommendations(including water use and power consumption when required) and sampling procedures; iv) alarm response procedures, if any, and troubleshooting procedures. e) estimates of the operating costs provided to the Owner, including, when applicable: power consumption, maintenance, sampling, recordkeeping,reporting, and equipment replacement; a copy of the Company's warranty; and g) lists of trained Service Contractors and, if training or certification is required, Designers and Installers. 14. The Company shall maintain the following information for the Systems installed in Massachusetts: a) the address of each facility where the Technology was installed, the Owner's name and address (if different), the type of use (e.g. residential, commercial, institutional, etc.),the design flow,the model installed; b) the installation date, start-up date, current operational status; c) the name of the Service Contractor,noting any cancellations or changes to any Service Contracts; d) a summary of system failures, system malfunctions, and violations of the Approval with the date of each event and corrective actions taken to reach compliance, including but not limited to: design changes; installation changes; operation/maintenance changes; monitoring changes; and/or changes in roles and responsibilities for the manufacturer, vendors, designers, installers, operators, and owners; and e) copies of all Service Contractor records submitted to the Company, including all O&M reports with alarm event responses, all monitoring results, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons. For Technologies with Remedial Use Approval, by April 15th of each,year, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that identifies the specific alternative technology approval for which the annual report is being filed and contains, for the previous calendar year, all known System failures, malfunctions and corrective actions taken, as well as the date and address of each such event. In the absence of any system failures, system malfunctions, or violations, the Company shall submit a letter certifying, to the best of their knowledge, all installed Systems are in compliance. All of the information required by this Paragraph shall be maintained by Company and shall be made available to the Department within 30 days of a request by the Department. standrem.doc Standard Condition for Secondary Treatment Units Approved for Remedial Use Page 18 of 18 Effective Date:November 05,2012 " 15. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise VI.General Requirements 1. Any System for which a complete DSCP Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston,Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, noncompliance with the terms of the Approval,non-payment of any annual compliance assurance fee, for obtaining the Approval 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 Approval, 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 the Approval and/or a System utilizing the Technology against the Company, a Designer, a System Owner, an Installer, and/or Service Contractor. standrem,doc i .i TRANS. NO.: CITY/TOWN: APPLICANT: w - S -r►� a-. ADDRESS: 3 tit 8 (24-0,*\t I\.e. WA O-CAN 0-FA DESIGN FLOW: H4 0 gpd REVIEWED BY: -P"e— M S.�. DATE: I %t,� N/A OK NO Legal boundaries denoted 310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220 4 u Locus Provided 310 CMR 15.2204(t)] ✓ Plan proper scale? (1`=40' for plot plans, 1"= 20' or fewer for t/ components) 310 CMR 15.220(4)] Easements shown 13.10 CNIR 15,220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required 310 CMR 15,412(4)] Location of impervious surfaces (driveways, parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dirpensions of system components and reserve areas. V/ [310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4)(f)] ✓ daily flow septic tank capacity (required andprovided) soil absorption system re uired andprovided) whether system designed for garbage grinder North arrow [310 CMR 15.220 4 .Existing and ro osed contours 310 CMR 15.220(4)(g)] Location and log' of deep observation holes (existing grade el. on each test) [310 CNM 15.220(4)(h)] M> Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i " m Location and date of percolation tests (performed at proper ., elevation?) [310 CMR 15,220(4)(i)] Percolation test results match loadingrate?-[310 CMR 15.242] ' y Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] 41-1/ =` Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1 of 9 a - N/A OK NO Location of every water supply, public and private, [310 CMR 15,220(4)L] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water,supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15,220(4)(m)] ifwater line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system components and the bottom of the SAS .310 CMR1.5.220 .4 0 Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220 2 Stamp of Registered Land Surveyor (required if construction L/ activities within � ft. of 15.220(3)] 1 t line 310 CMR o Test Holes adequate (two in each of the primary and reserve trenches as permitted in 310 CMR 15.102 2 or as unless p ( ) approved for an upgrade under LUA at 310 CMR 15.405 1 k Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103 4 Test Holes adequate to confirm adequate groundwater separation? [310CMR15.1033 Benchmark within 50-75' of system 310 CMR 15.220 4 Materials specifications noted? [various sections of 310 CMR 15,000 System components not > 36" deep (unless Local Upgrade Approval or LUA requested) 310 CMR 15,405 1 b Address Sheet 2 of 9 N/A OK NO Size OK? 310 CAR 15.223 1 Inlet tee located ten inches below flow line 310 CMR 15.227 6 Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15,227 6 Outlet tee with gas baffle or approved filter 310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228 1 Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227 2 Inlet/Outlet elevations at least 12" above high groundwater (except as descried 310 CMR 15,227(5)) or permitted for upgrades under LUA 310 CMR 15.405 1 k Minimum cover 9".(Tanks.buried more.than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232 3 Three access covers (inlet and outlet must be 20" or greater) - V middle access at least 8" b 7/07 310 CMR 15.228 2 Access to within 6 of grade - one port for systems<l000gpd, two fors stems >1000 2d 310 CMR 15,228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] `� > 10 ft from building foundation 310 CMR 15.211 1 'c„ti,ce tZeq,V-Adl'-- ,Buoyancy calculation Required/Done 310 CMR 15,221 8 H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks from resources 13,10 CMR 15.211.] t Required when gther than single-family dwelling or flow>1000 J d 310 CMR 15,223 1 b First compartment 200% daily flow; Second compartment 100% daily flow 310 CMR 1.5..224 2 and .3 "U" pipe through or over baffle, outlet of each compartment with as baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 9 N/A OK NO }Located at least ten feet from any water line? [310 CMR 15.222(2)] V Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.211 1 1 Cleanouts required/provided ? 310 CMR 15.222(8)] Thrust blocks s Tied in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222.E Proper pitch on all runs? (.005 within gravity-distributed trenches L/ and beds) [310 CMR 15.251 9 and 310 CMR 15.252(2)(c)] Siphonproblem/ 1eachfield below pump chamber Endca s or vent manifold specified? Size and orientation of discharge holes.specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR ✓ ��;,� ; 15,252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed f Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 ,✓ CMR 15,323(3)(a)] Riser if deeper than 9 310 CNIR 15.232.3 Inside minimum dimension 12" 310 CMR 15.232(2)(b)] Minimum sum 310 CMR 15.232 3 e Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.23 2 3 d Capacity (emerg.pncy storage above working=design flow)? [310 CMR 231 2 Proper setbacks 310 CMR 15.211 same as se tic tanks ] r ; a✓t-c,e A' ,-ef Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE 310 CMR 15.231 5 Service components accessible (not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from pumps specified? pumps operating in lead-la Exceeds two uni must have two g � p P P g mode. 310 CMR 15.231 6 and 8 ] Stable Com actad Base 310 CMR 15,221(2)] Address Sheet 4 of 9 Buoyancy calculations needed ?Provided? 310 CMR.15.221 8 Address Sheet 5 of 9 N/A OK NO V. Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(l)] Goa'^ Required separation to oundwater7 310 CMR 15.212 Aggregate specified as double washed 310 CMR 15.247(2)] ✓ System Venting reequire&-provided? (system under driveway or ✓ >36" deep) 310 CMR 15.241 Inspection parts specified and within 3"final grade? [310 CMR 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SA-S unless barrier) [310 CMR 15.211(1)[4] and Guidance Docurent " Chambers and Gal. in trench configuration supplied with inlet v every 20 ft. [310 CNM 15.253 6 Each structure With one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253 2 Aggregate I mir mum-4 maximum: 310 CMR 15.253 1 b 2' sidewall credit maximum 310 CMR 15.253 1 a In bed configuration, inlet evea 40 s . ft. 310 CMR 15.253 6 elf Width 2'minimum 3' maximum 310 CMR 15.251 1 b 100 feet - maximum length 310 CMR 15.251 1 a] Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches .[310 CMR 251 1 d Situated along c9ntours 310 CMR 15.251(2)] ✓ Breakout OK? [$10 CMR 15.211Q)[4.1 and Guidance Document f �. rA minimum 2 distribution lines 310 CMR 15,252(2)(a)] Maximum separation between lines 6' 310 CM R15.252 2 d v Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252 2 Separation between beds 10' minimum. 310 CMR 15.252 2 Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address Sheet 6 of 9 N/A OK NO t s xi Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15,220(4)(r)] Pressure dosing fequired on all systems >2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless-sy-stem - make sure jet is directed as not to ✓ scour soil interface Guidance Document '-Inspections once per year (systems<2000 gpd) or quarterly >2000 dgood to note on plan 310 CMR 15.254 2 d Construction in fill -Did the plan specify that the fill shall meet the s ecification of 310 CMR 15.255 3 ? Impervious barrijar and/or retaining wall ? Guidance Document] ✓ tmpervious barrier installation must be supervised by designer J 310 CMR 15.255(2)(b)] l/ Retaining wall must be designed by Registered Professional Engineer 310 CMR 15.255 2 a v Side slope not exceed 3:1 ? [310 CMR 15.25 5 Z Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended 10 CMR 15.255 2 e Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge ✓ to scour soil interface All '10 -1 Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? !7 Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a rote on the plan regarding the requirement for perpetual maintenance agreement? t/ Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has a lic�nt submitted a coEX of a maintenance a eement? Are the variances listed on the plan ? [310 CMR 15.220 4 RLS Stamp-necessary on plan if a component is within five feet of property dine 310 CMR 15.412 4 Address Sheet 7 of 9 L New construction or increased flow proposed - [Refer to 310 CMR 15.414 Address Sheet 8 of 9 ij ;j N/A O NO: Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 3.10 CMR 15.215 and 310 CMR 15.21§ - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? 310 CMR 15;ZI.4 2 Are.the'nitrogen loads proposed in compliance? [310 CMR Pumping to septic tank ? 310 CMR 15.229 Shared System 15.290 1 1 Address Sheet 9.of 9 Map Page I of 1 Town of Barnstable Geographic Information System Parcel Viewer]F—Custom Map Abutters Map Size Zoom Out A I MMgMg I gin Py Mo= JPG Map: 226 -J i Location: #2 42610 �� 226000 22616 925 Owner: 226163'''' 226164', 0 41 406 ........................................................... ',Location In J, 226140001 Map & Parce 226 159 N 7 780 41 17`,;-�� .226165 Location 226182 2 Acreage 2261r1 2261723 226158V 44 1 Current OiA 4- Mailing Addi ZZ JL- �,& 9 W 22t168 522NAI0173 7 22 NU tu !Appraised I Extra Featur 0 8-7 2 N 2611 Out Building % I Land V A�'fO,404 Buildings Total Apprai IN OR RISE W22 003 - 225001 k86v Assessed V #915 #879 225031 CNE, Extra Featur 0 112Wet /24�1604 215006 Out Building IV,M!7 0857 Land ............... Buildings ............. Total Assess Set Scale 1" =F MAP DISCLAIMER Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comm( BarnstableMA v1.2.3083 [Production' http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertylD=226168&ma... 10/27/2008 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 846 & 848 crai ville Beach Road Centerville MA Assessors Map 226'Parcel 175 Proposed Singulair Bio-kinetic Wastewater Treatment Unit MINIMUM MONITORING REQUIREMENTS Monitoring shall conform to the requirements of the Standard Conditions for Secondary Treatment Units Approved for Remedial Use, Effective November 5, 2012. A summary of the required monitoring is provided below: Parameter Monitoring Frequency Sample Type Location Effluent Limit pH Twice per year grab Pump 6 to 9 Chamber turbidity Twice per year measure Pump < 40 NTU Chamber temperature Twice per year measure Pump record Chamber observation DO Twice per year measure Pump > 2 mg/L Chamber Color Twice per year visual Pump record observation Chamber observation Thickness of septic tank or Floating once every measure other process pump out grease/scum 3 years tank where solids as layer are retained necessary Depth of septic tank or sludge and once every measure other process pump out distance to 3 years tank where solids as effluent Tee are retained necessary Additional Requirements (summarized from Std. Condition for STU's Approved for Remedial Use) Owner & Service contractor shall notify Board of Health (BOH) within 24 hrs. of discovery of system failure. • Service Contractor shall notify manufacturer within 5 days of system failure, equipment failure, Approval violations, alarm event, and component malfunction, in writing describing proposed corrective measures and corrective measures taken. Violations of BOD5, TSS and pH shall constitute a system failure. • Owner & Service Contractor shall notify BOH of any cancelation, expiration or change in terms of the 0 & M Agreement. i Town of Barnstable IME Tp Regulatory Services 1�_ t _ _ Richard V. Scali Interim Director BARNSTABLE, Public Health Division Thomas McKean, Director Ea�� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: T $y Tr e'r"`j`vv• ►fie �eo��� C��t-}t�'�c� Assessor's Map\Parcel: 2 2 (� / 1 "7 S� Property Owners Name: W M In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes NSA �5 M-CL�f-cj a�.1`a� - 1I.q�.�n},�„Q n CA- El- s k- �: 0 g �Q,s,✓ I have been provided a:to py.of.the_Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter)--- - - ❑ 1.1 have-been:pravrded.:with=the Owners Manual ❑ I have been provided with the Operation and Maintenance Manual �. ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ® ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) [' ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted _ -- 2� ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment,_asdefined in 310 CMR 15.303 'eve��e 1,cry'--wi�.,� agree to comply with all terms and conditions above. Property Owners printed name Property Owners Signature Date Note:' This form must be submitted along with the septic system disposal works permit application for all I1A systems including new construction, repairslupgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. QASepticuA homeowner certification:doc Notice of Alternative Sewage Disposal System M.G.L. c. 21A, § 13 and 310 CMR 15.0287(10) rThis Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative Sewage Disposal System("Alternative System").] NAME(S)OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: WILLIAM A. SCHORTMAN AND MAXINE R. SCHORTMAN ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: 846 & 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM[check and complete each that applies]: _X_Deed recorded with the Barnstable County Registry of Deeds in Book 26223,Page 94 i Certificate of Title No. issued by the Land Registration Office of the Barnstable County Registry District Source of title other than by deed [If Alternative System Owner(s)is other than Property Owner(s),complete the following:] Alternative System Owner Name: Alternative System Owner Address: i WHEREAS, Section 15.280 of Title 5 of the State Environmental Code("Approval of Alternative Systems"),provides for the Massachusetts Department of Environmental Protection (the "Department")to approve or certify, as appropriate, all proposals to construct, upgrade or replace on-site sewage disposal systems using alternative systems; WHEREAS, owners and/or operators of approved or certified alternative systems are subject to general conditions;as specified in Section 15.287 of Title 5 of the State Environmental Code, 310 CMR 15.287,and maybe subject.to special conditions, as specified in the Department's approvals or certifications;such general=and special conditions potentially including,`without limitation,requirements relating to the use of trained operators,periodic inspections,maintenance, sampling,reporting and/or recorleeping; WHEREAS, Section 15.287(10)of Title 5 of the State Environmental Code, 310 CMR 15.287(10),requires that"prior to obtaining a Certificate of Compliance for installation of a new or upgraded system,the,system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds and/or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner.shall also provide evidence of such recording to the.local Approving Authority [J" and WHEREAS,the Property is served by an alternative sewage disposal system. NOW,THEREFORE,Notice of an alternative sewage disposal system is hereby given for the above-referenced Property, as follows: 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal system, on or adjacent to the Property, and serves the Property. The trade name and model numbers)of the alternative system are as follows: z Trade name of technology: Singuiair Bio keneticWastewater Treatment System Manufactuier Name: NORWECO, Inc: Model mumbei(s):`960-500 Page 1 of 2 } i y In conjunction with Trade name of technology: Geoflow Dispersal System Manufacturer Name: Geoflow, Inc. Model number(s):WASTEFLOW CLASSIC WFPC16-4-24 2. Approval/Certification-Sin ugulair. On November 7, 2012, the Department,pursuant to its authority under the section of Title 5 as specified below, approved or certified, with modification, the technology used in the above-referenced alternative system, under MassDEP Transmittal Number X252291. [Check one of the following,as applicable:] Approved for remedial use under 310 CMR 15.284 Approved for piloting under 310 CMR 15.285 _Provisionally approved under 310 CMR 15.286 Certified for general use under 310 CMR 15.288 Approval/Certification-Geoflow. On September 26, 2003 (revised August 18, 2004, modified December 14, 2006,August 21, 2007,February 22, 2008, November 14, 2008, June 22, 2011)the Department,pursuant to its authority under the section of Title 5 as specified below, approved or certified the technology used in the above-referenced alternative system,under MassDEP Transmittal Number W032585. [Check one of the following,as applicable:] _X_Approved for remedial use under 310 CMR 15.284 Approved for piloting under 310 CMR 15.285 Provisionally approved under 310 CMR 15.286 Certified for general use under 310 CMR 15.288 A copy of the Department's Approval/Certification is available from the Department in person or on- line at the Department's website: hqp://www.mass.gov/deT)- /IV WITNESS the execution hereof under seal this day of , 20� made by the above-n ternati t O ner(s). � [Alternative System w er(s)1G�l�In t✓ Print Name(s): .A P r � �n� k�U a(' Ad STATE OF CONNECTICUT On this_�day of , 20/ , before me, the undersigned notary public,personally appeared William A. Scho man and Maxi R. S hortman proved to me through satisfactory evidence of identification, which we zz III VIA I L0 , to be the persons whose name is signed on the preceding or attached documen , and acknowle ed to me that they signed i luntarily for its stated purpose. [DONNA MC LAIN 7 liotatr Public,State of Connecticut (official signature and seal of notary) Nay Commission Expires Dec.Si,2ial�. ------------------------------------------------------------------------------------------------------------------------------------ Page 2 of 2 I 1212/13 Tide Charts I Cotuit Highlands I Dec/M131 Massachusetts 3 ®ster`rille Tides - ®ec/2013 ® [ ® 41038'N 7A24V I f HIGH LOW �f 3 dl ZflL '� a`'� ®ATE ! n' i AM ft i PM ( ft AM ft PM ft i RISE SET MOON 1 Sun 1 10:26 2.91 11:01 2.6 3:44 0.0 4:21 -0.2 1 6:48 4:13 2 Mon 11:15 3.0 11:52 2.7 1 4:34 -0.1 1 5:11 -0.4 6:49 1 4:13 1 3 Tue ( 12:04 3.1 5:23 -0.1 6:01 -0.5 6:50 4:13 4 Wed 12:43 2.7 12:54 3.1 6:13 -0.2 6:51 -0.5 6:51 4:13 a 5 Thu- 1 ' 1:34 12.71 1:46 3.1 7:05 -0.2 7:42 -0.5 6:52 4:13 6 Fri I 2:27 2.71 2:40 13.1 7:58 1 -0.2 1 8:35 -0.4 ( 6:53 4:13 ) 7 Sat 3:21 2.7 3:37 12.9 1 8:53 -0.1 9:29 -0.3 6:54 4:13 � 8 Sun 4:18 2.7 4:36 12.8 9:51 -0.0 10:25 -0.2 6:55 4:13 9 Mon 5:17 2.7 5:38 2.7 10:52 0.0 11:23 -0.1 6:56 4:13 1101 Tue 1 6:17 2.61 6:42 2.5 11:56 0.1 ( 6:56 4:13 7 11 Wed 7:17 2.6 7:47 2.4 12:22 0.0 1 1:00 0.1 1 j 6:57 4:13 V) 12 Thu 8:16 2.6 8:49 2.4 1 1:21 0.1 1 2:03 1 0.1 1 1 6:58 4:13 =`) i 13 Fri 9:12 2.71 9:47 12.4 I 2:18 0.2 3:02 0.0 1 1 6:59 4:13 CS) 14 Sat 1 10:03 2.7 10:40 12.4 3:11 ; 0.2 ( 3:54 0.0 1 6:59 4:13 151 Sun 1 10:49 2.7 11:26 12.4 4:00 0.2 4:41 -0.0 7:00 4:14 _ 161 Mon I 1 11:32 2.7 4:45 0.2 5:24 -0.0 7:01 4:14 17 Tue 1 12:08 12.4 12:12 12.7 5:27 1 0.2 1 6:04 -0.0 7:01 4:14 18 , Wed 12:48 2.4 112:51 12.7 1 6:08 0.2 I 6:42 -0.0 ( 7:02 4:15 j 19 1 Thu i 1:26 2.4 I 1:30 2.7 6:48 0.2 7:20 -0.0 7:02 4:15 20 Fri 2:05 2.4 2:09 2.6 E29 0.2 7:59 0.0 7:03 4:16 j 21 Sat 1 1 2:43 2.4 1, 2:49 2.6 0.3 8:39 0.1 7:04 4:16 .' 22 I Sun 1 ; 3:23 12.31 3:31 2.5 1 8:53 0.3 9:20 0.1 7:04 4:17 237 Mon 1 1 4:05 2.31 4:16 2.4 9:38 0.3 10:03 0.2 7:04 4:17 241 Tue 1 1 4:49 2.3 5:04 2.3 10:26 0.3 10:49 1 0.2 7.05 14.18 1251 Wed 5:35 2.4 5:55 2.3 ( 11:18 0.3 11:38 0.2 7:05 4:19 261 Thu 6:25 2.4 6:49 2.3 . 1 ( 12:12 0.3 7:05 4:19 127 Fri 1 7:16 2.5 ; 7:46 2.3 12:30 0.2 1:09 0.2 7:06 14:20 28 Sat 8:09 2.6 8:44 12.3 1 1:25 ( 0.2 1 2:06 1 0.1 1 1 7:06 4:21 129 Sun 1 9:04 2.7 9:41 2.4 1 2:20 1 0.1 j 3:02 -0.1 1 1 7:06 4:21 i 30 Mon 1 9:58 2.9 10:37 12.5 3:15 j 0.0 1 3:56 1 -0.2 7:06 4:22 31 I Tue 1 ! 10:51 3.01 11:32 12.7 ( 4:09 -0.1 i 4:49 1 -0.4 7:06 4:23 Local Time ©US Harbors Tidal Data Source: Cotuit Highlands (8447675) ma.usharbors.corWnionthl)�-tides/Massachusetts-Cape Cod/Osterville?print=true f 1!1 848_Craigville_Brach_Rd_IN_WATER.hobo # Time,GMT-05:00 Abs Pres,psi Temp,OF Abs Pres Barom.,psi Water Level,feet Coupler Detached Coupler Attached Host Connected Stopped End Of File 1! 12/02/13 0800;00 AM:' :15 4361 >; 53.973' 14 7254 :r` 3.088 Logged " 2 12%02/13 08:30:00 AM 15.4323 50.466 14.7284 3.073 3.OSOi;, 4 12/02/13 69:30:00 AM 15 4307, 50.466 14.7247' 3.078' 5' ,,12/02/13 YOi00 00 AMy 18.4323 50;966 1,4.7267 3.077. 6 12/02/13 10:30:00 AM 15.4290 50.466 14.7229. 3.078: 7. 12%02%13 11.00 00 AM;. ;::15 4239 50:466 14.7196 3.074 8 12/02/13 11:30:00 AM 15.4256 50.4661 14.7196, 3.078. 9- .12%02/1312:00 00 PM,: 15 4204 50;466 14.3182 > 3 080. 10 12/02/13 12:30:00 PM 15.4188 50.466. 14.7115'- 3.081 11 :{12%02/13 O 1:00 00 PM 15.4171 50.466 14.7086 ,i ' '3.083 E 12 12/02/1301:30:00PM 15.4120 50.466 14.7052 3.079 13 i2%02/13 02:00 00 PM:'- ,15 4103 ;; 50.466 19 7018 3 14 12%02/13 02:30 00 PM 15.4120 50.466 14 7002 3.091 15 1 12%02/13 03 00 00 PM At` 15 4120 , 50,46$. 1$.7057 „.. . 3 078' 16 12/02/13 03:30:00 PM 15.4120. 50.466, 14.7052: 3.079. 17 !12/02/13"04:00 00 PM;': 50;466 , r 14 7068 3 087 18 .12/02113 04:30:00 PM 15.4137 50.466, 14.7048 3.084 19 112/02/13'05;00 00 PM 15 4153!_ ;, 50 466 I4 7115 3 073i:;; 20 .12/02/13 05:30:00 PM 15.4103 50.466 14.7064 3.073, 21 " 12%02%13 06:00 00,PM 15 4137i. 50.46 ," 1.47128' " 10 ';.. 22 12/02/13 06:30 00 PM 15 4103i 50.466 14.7077 3.070 23 12/02/13 07:00 00 PM 15 4120 'y 50'466' 19 7110 :; ;,= 3.066 3 067 25: 12/02/13 08:00 00 PM i, 15 4103 r 50146 37 6 14 7090 :;. 3 067 26 12/02/13 08:30 00 PM 15 41 50 466 14 7123, 3.067 p 27 12%02/13 09:00 00 PM 15 4153, 50 466 14 7187 ° „ .- 3 056, 28 12/02/13 09:30 00 PM 15.4087 50.466 14.7102 3.0601 29: 12 , 15410P 34 5046 140350 , 3.064 30 :12/02/13 10:30:00 PM 15.4001; 50.466 14.7035: 3.056' 31 ':12/02J1311:00 ' PM Y5 3984; 5.1.1 14 6980.. 3 065 32 12/02/13 11:30:00 PM 15.3968 50.466 14.6962i 3.065 33 _ 12%03/13.12s00.00 AM:a 35.3865! '; ..50"466 14 6828, 3 072, 34 12/03/13 12:30:00 AM 15.3849 50.466 14.6843 3.065 35 13/03%13 01;00 00 AM 1.5 3831; -(< 50:466,._ ',14 6843 36 ,12/03/13 01:30:00 AM 15.3882: 50.466. 14.6894 3.061 37 12/03/13 0200 00 AM 15 3865i 50,966 .., 14 686 ' 38 12/03/13 02:30 00 AM : 15 3865 50.466 14 6843 3 069 Z ..� `c 39 12/03%13 0300 00 AM; 15 3831 50.466 14.6843 , , 3 061 E " 40 12/03/13 03:30:00 AM 15.3798 50.466, 14 6793 3,069' 41 112/03/13 04.00 00 AM_ 15 3761_ 50 966 14 6777 .;' 3 065 12/03%13 05 00.00 Am 15 3747 50.466 14.6777 3.057 443 ,12/03/13 04:30 00 AM 5 3730 i'.."50.466 14.6759 c 3 057:r' - Page - 1e Cb r T � � • • Job Description: 846&848 Craigville Beach Road-Centerville,AM t Contact: Pete McEntee 1 Prepared by: Lauren Usilton I 1 Date: 27-Jan-14 Please fill in the shaded areas and drop down menus: This spreadsheet serves as a guide,and is not a complete hydraulic design. l Worksheet 1- Field Flow Total field Total Quantity of effluent to be disposed per day 440 gallons/day Hydraulic loading rate 0.74gallons/s .ft./da Minimum Dispersal Field Area 595 square ft. Total Dispersal Field Area 595 square ft. Flow per zone Number of Zones 1 zone(s) Dispersal area per zone 595 square& Choose linespacing between WASTEFLOW lines 1.6 ft., Choose emitterspacing between WASTEFLOW emitters 2 ft. Total linear ft.per zone(minimum required) 372 ft.per zone Total number of emitters per zone 186 emitters per zone Select Wasteflow dripline(16mm) Wasteflow Classic dripline Pressure at the beginning of the dripfield 20 psi Feet of Head at the beginning of the dripfield 46.2 ft. What is the flow rate per emitter in gph? 1.16 gph Dose flow per zone 3.59 Igp. Note: A few States or Counties require additional flow for flushing. Please check your local regulations. Flush velocity calculation below is for PC dripline. Classic dripline requires less flow to flush than PC. Please refer to Geoflow's spreadsheet"Design Flow and Flush Curves"at www.geoflow.com or call 800-821 If required,choose flush velocity 0.5 ft/see How many lines of WASTEFLOW per zone? 6 lines Fill in the actual length of longest dripline lateral 62 ft. Flush flow required at the end of each dripline 0.37 gpm Total Flow required to achieve flushing velocity 2.22 1 gpm Total Flow per zone-worst case scenario 5.82 gpm Select Filters and zone valves Select Filter Type BioDisc Filter Recommended Filter(item no.) BioDisc-150 1.5"Disc Filter 0-30gpm Select Zone Valve Type None- Recommended Zone Valve item no. 0 0 Dosing Number of doses per day/zone: 24 doses Timer ON.Pump run time per dose/zone: 5.06 mins:secs Timer OFF. Pump off time between doses 0:54 hrs:mins Per Zone-Pump run time per day/zone: 2:02 hrs:mins All Zones-Number of doses per day/all zones 24 doses/day Geoflow,Inc. Wasteflow Design Spreadsheet V.2003H 1/27/2014 AAA L Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 December 30, 2013 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 846 &848 Craigville Beach Road, Centerville, MA, Title 5 I/A Septic System Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. William Schortman — Owner 71 ' 1 i 1/27/2014 AbutterReport Board of Health Abutter List for Map & Parcel(s): '226175' Direct abutters (no set distance) and the properties located across the street. Total Count: 21 ' '1 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CitystateZip 225006 BARNSTABLE, 367 MAIN STREET HYANNIS,MA C59198 TOWN OF(BCH) 02601 22614000A LATIMER,SETH D 285 COLUMBUS BOSTON,MA C382-Al AVE.,APT 804 02116 TRADE WINDS C/O PATRIOT 1120 POST RD., DARIEN,CT 22614000B DEVELOPMENT-A GROUP INC 2ND FLOOR 06820 #D1120802 INC 22614000C CALHOUN,HARRY 12SHOREVIEW DANBURY,CT C382-A3 C &KATHLEEN L LANE 06811 22614000D GOLDBERG, 4 MILITIA DRIVE LEXINGTON, C382-A4 JEFFREY MA 02421 HURLEY TRADE 2500 22614000E YEATON,ROBERT WINDS REALTY WASHINGTON P O BOX ,MA 02119 C382-AS PTR TRUST STREET 190550 2119 22614000F GLEYZER,GENE & 1 JOSEPH COMEE LEXINGTON, C382-A6 TATIANA ROAD MA 02420 22614000G BRUZZESE, 46 FORBES ROAD WESTWOOD, C382-A7 THOMAS A &MARY MA 02090 CALDWELL,LINDA LINDA M CALDWELL UNIT K,79 BOSTON,MA 22614000H M &THOMAS W 2013 REV TRUST BURROUGHS 02130 C382-A8 TRS STREET GRIFFIN,LIAM & SAN 22614000I AMY 29 CALLE VIVIANA CLEMENTE,CA C382-B9 92673 MUSANTE, 22614000J PATRICIA A PATRICIA A BAKER 780 CRAIGVILLE CENTERVILLE, C382-B-10 BAKER&THOMAS MUSANTE TRUST BEACH RD,B-2 MA 02632 A TR 22614000K KORN,ALISSA S & ALISSA &STEVEN 200 OVERBROOK LONGMEADOW, C382-B-11 STEVEN J TRS KORN MASS RT ROAD MA 01106 GRIEBEL,SCOTT M 780 CRAIGVILLE DOVER,MA 22614000L &KRISTEN K TRS BEACH RD REALTY 53 DRAPER ROAD 02030 C382-B12 TRUST 22614000N BELL,FRANK JJR& 252 ROYAL TERN PONTEVEDRA, C382-C14 JAN W RD NORTH FL 32082 226140000 REGAN,NANCY 7092 PLACIDA RD., CAPE HAZE,FL C382-C15 ANNE UNIT 2413 33946 22614000P GRIFFIN,KAREN PO BOX 5087 SAN MATEO, C382-C16 CA.94402 226168 BACCARI,LOUIS J 27 HARRINGTON SHERBORN,MA 10809/338 JR&CATHERINE H RIDGE RD 01770 FORTUNATO, WEST 226170 FRANK L ET AL PO BOX 636 HYANNISPORT, 23284/109 MA 02672 RICCI,ELEUTERIO LEOMINSTER, 226173 L&ROSA M 565 PLEASANT ST MA 01453- 22032/292 6221 226174 MACARTHUR, E L M REALTY TRUST PO BOX 871 HYANNISPORT, 27242/213 ELIZABETH LTR MA 02647 SCHORTMAN, 226175 WILLIAM A & 72 BROAD BROOK BROAD BROOK, 26223/94 MAXINE R ROAD CT 06016 http://maps.tovvnofbarnstable.us/arcims/appgeoapptAbutterReport.aspVWe=BOH 1/2 Town of Barnstable Geographic Information System January 27, 2014 226128006 226019 #12 .. 226135001 #70 #19 +� #29 22601 5 #67 #60 ` " 226128002 226140002 226020 #718 #6 ,; :................. #7341 r :.;:::..•..;•::; :::: '::ii:::- 226140001CND':i;:, 226152 #780 7i.'{:;7.' ii•.'':':, r.'{.'::':.'°:E}•:':'.'j:;r.'{.'::: ''':f:: '`-s ;....':.::. .:::::':;:: {::::'."•':E.'r:i:.:`.:•:{::}: '':i:r;:.;: #55 228009 228139*`,•%`.;:;.:-:::::•:•':•':;; ;•:,::'::�:�:�':::•',�';:;:;:::�•:�:.:;:;:':�::•::�:�:,.::•.•.:::•.::.....:....:•...:•.:•.:::...:...•:•.•::.•.•.:::...;.. . pC 226164 COA16 #46 226146002 226153 #11 2226161, #17 :.:•..:.•. ; ti+2.9.P n#� 2 226162 226145 2281 BO�CN D —#33 #t 0 y ,#27A 226163 226164 226141 1 226146001 #41� #46r 1#779 #16 226182 226159 226165 226142 . #810' #17 4 #22 [,.. ;i, ; f}ii,,4 #19 226146004 �.1 226166 � Q #33 pq W5 226171 226172 ?, #,20y #19. 226168 rY 226144 #9 % #29 226167 }�,� i #1z 226168: • 226174 N ae.. •. W '226173•�... 22615 ::•#7 7 '•. 4 �L W 2261460 0 3 226169 W #53 #e72' .: W •.�:`226170''•�'�.• •::�226175':'•'•::•�� f �. ...• .•:�! ..:�::r 226143 O #4 5 y O 25 2 012 225001 Z 225 035 #36 O 2 #815 #3 •:::::::::'.:.::::::•.:::::::•.::•. 226034 7C� #857i #65 a 2 030 :� :�.:`.i�iif,:?:�.:'r:•;'.��:•.•::•:•:`i��(`•:;.':.r:;:::'{.r::,:',ii �i?.,'r{i;��•r;:.":';. ? :.:,�:r: 25 <:•;:�i�:•'r:�.�:'i�����.:?:�ir:•S:•'.:•:::•:•:':�:'.:;.i�:�::`� #879 226031 CND Q #873 0 25 2 018002 225003 #63 #865861 260 2 25029 213 #65 22501 1 #38 34 225018001 25018 01 74 Fe et 225032 71 22 5 08 71 0 #73 r DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:226 Parcel:175 Board of Health boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1^=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located ED are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters E, boundaries and do not represent accurate relationships to physical features on the maps, such as building locations. Buffed a i Engineering Works Inc. "` g 9 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508)477-5313 January 24, 2014 Re: 846 & 848, Centerville, MA (Assessors Map 226, Parcel 175) Construction Title 5 Septic System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(a)(b)&(h) - CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5' variance, S.A.S. to property line (side), for a 5' setback. 2. A 5' variance, S.A.S. to property line (rear), for a 5' setback. 3. A 1' variance, septic tank to property line, for a 9' setback. 4. A 4' variance, pump chamber to property line, for a 6' setback. 5. A 1' variance, septic tank to cellar wall, for a 9' setback. 6. A 4' variance, pump chamber to cellar wall, for a 6' setback. 7. A 2' variance to the required 5' separation between maximum seasonal high groundwater and bottom of S.A.S., for a 3' separation. Request Remedial Approval usage of a Singulair Bio-kinetic wastewater treatment system in conjunction with a Geoflow Drip Dispersal System. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays)frm 8:30 a.m. to 4:30 p.m. �r - A public hearing will be held, to discuss the proposed work, on Tuesday, February 11 2014, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room F� Second Floor 367 Main Street w Hyannis, MA erely, Peter T. McEntee P.E. f Town of Barnstable P# 1 A Z t$ ' Department of:Regulatory Services it Public Health Division Hate i44i3. 200 Main Street,Hyannis MA 02601 • EDTM11i;�' Date Scheduled Ida j2 20 i ) �.1 100 . C6 Time _ Fee Pd, Soil Suitability Assessment for Sewage Disposal Performed:By: P� kV- �(-Z Witnessed By Dnv1A LOCATION & GENERAL INFORMATION Location Address b u 6 �, (� � Owner's Name 5�11 SC(, W+VV%M,n O i -72 (�jcaoC1� Address g,,_vc,l.` CW Assessor's Map/Parcel: 22 fo / S Engineer's Name NEW.CONSTRUCTION REPAIR _ Telephone# _'58 a _H'7?-_5-31 7Y Land Use• t2,t5 C"1-ty`l Slopes(9'0) (f 2- Surface Stones Distances from: Open Water Body?' o ft Possible Wet Area 2 _ft Drinking Water Well 7 s,ft Dr"aihage Way okf[A— ft Property Line 16 t/ ft Other it SKETCH;(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) ak'(5-t— A� RD Parent material(geologic) Depth to Sedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face _ Estimated Seasonal High Oroundwater DETERNIINATION FOR.SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: _ __._lb. Depth to soll mottles: Inl Depth to weeping from side of obs.hole: in, ©roundwater AdjustmentLU ft, Index.Well.# Reading Date: Index Well level Adl,Actor. ._ Adj,OroundwaterLevel..— PERCOLATION TEST bate Time. c�a Observation Z 'Hole# I Time at 911 c 'Depth of-Pere,� �g � Time at 6 N11 `Statt Pre-soak Time® _ Time(9"-6") " 4;End Pre-soak Rate Min,/Inch. Site Suitability Assessment: Site Passed�o(— Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland, you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:4S EPTIC�PERCFORM.DOC DEEP.OBSER'VATION HOLE LOG Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling ,'S.t vcture;.Stones;Boulders: e ._ o .4 A 717 s� 10 (Lsy to yAt ` ,` 1 •J �O !� �i u l�tl C 2 1JA DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, •O ;`�« A fit_ • 10 i��3... • �'�- l2" J3 • S� la t2�1 2i ' ;g`� NI s oIre F!A DEEP OBSERVATION HOLE LOG Hole# Depth from' Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co-sistency,%0ravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones;Bouldars. Flood Insurance Rate Mae: Above 500-year flood'boundary No X Yes Within 5001year boundary No _+ Yes _Y Within 100 year flood boundary No Yes Depth `Naturally Occurring Pervious Material Does at least four feet of naturally,occurring pervious material exist in all areas observed througlio.ut.the area proposed for the soil absorption system? _*—;.1 ... _ 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.1he Department of Environmental Protection and that the above analysis was performed by me consistent with the required t 'ping,expertise and experience described in 10 CMR 15.0,17. Signature Date Q1kSEPT'jCIPERCFORM.DOC i Town.of Barnstable . P#_ 1 A Z�$ of . Departinent of-Regulatory Services Public Health Division Date i 13. 200 Main Street,Hyannis MA 02601 Date Scheduled �QV 3- Time 2A 13 1 i . Fee Pd,4.1 C) 0 f Soil Suitability Assessment for Sewage Disposal Performed.-By:__Re.k,- 1C(ri f—" 15J 2- Witnessed By DrhA LOCATION & GENERAL INFORMATION Location Address b u� �Y iS •� k Owner's Name `►� 5CjVaf-j yv, h01 O 7 � F �`�+/c � '7 2 Z ca o c� Address gTvcL._ rL.c4 lu-c wkk Lrt- 0(Q 0 I Assessor's Map/Parcel: 22(o ? Engineer's Name NEW GgNSTRUGTION REPAIR Telephone# � d _►1'7?,3 1 Land Use s C/ Lv,Lrt."l Slopes(%) Surface Stones �/14, Distances from: Open Water Body�'2f,�o ft Possible Wet Area _ft Drinking Water Well � 3"O ft Drainage Way 9l1— ft Property Line 1 Q �/ ft Other ft SKETCH:-(somt name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) /A- .Parent material(geologic) ✓F�Qd � Depth to Bedrock ck / Depth to Groundwater. Standing Water in Hole: Weeping*om Pit Face Estimated Seasonal High Groundwater L.vtnpY 6_t DETERNHNATION FOR.SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: —In. Depth to soli mottles: !n, Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index.Weli.# Reading Date: Index Well level. Adj,.factor. Adj..Oroundwater Laval, ,,o PERCOLATION TEST bate. Time Observation Hole# I Time at 4" tt 0 Depth of Perc g Time at 6" Z4 Statt Pre-soak Time® Time(9"-6") End Pre-soak < Rate Min,/Inch. Site Suitability Assessment: Site Passed i o Site Failed: Additional Testing Needed(Y/N) Original: Publtc,Heaith Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland, you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\S EPTI0PERCFORM,DOC DEEP.OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Shucture;Stones;Boulders, Consistency—, my A fir i� /3 Ak- 1AS DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, • .o e" A �� la ��3. lZ" J3 S` la (Z�y 2 �� , �,-�o�" G z NG 3 • DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,.Stones',Boulders. Consistency,%-C]Mell Flood Insurance Rate Xau: Above 500year flood'boundary No Yes Within 500'year boundary No Yes, Within 100 year flood boundary No Yes Death of`NaturallY Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughowt.the area proposed for the soil absorption system? .� 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 tr 'ning,expectise and experience described in 10 CUR 15.017. Date Signature Q:\.SBPTIC\PBRCFORM.DOC w ` 6 � Commonwealth of Massachusetts , 2 LlExecutive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K.SULLIVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieutenant Governor Corr rnis�ione r APPROVAL FOR REMEDIAL USE " Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Geoflow, Inc. 500 Tamal Plaza, Suite 506 Corte Madera, CA 94925 Trade name of technology and model: Geoflow Subsurface Drip Wastewater Disposal System — Geoflow WASTEFLOW Classic WF16-4-24,WF16-4-12,WF—Special Order and Geoflow WASTEFLOW PC WFPC16-4-24, WFPC16-4-12.WFPC16-4-6,WFPC16-2-24,WFPC16-2- 12,WFPC16-2-6 and WFPC-Special Order Subsurface Disposal System (hereinafter called the "System"). A schematic drawing of a typical System, a Design Manual and a technology checklist are attached and are a part of this Approval. Transmittal Number: W032585 Date of Issuance: September 26, 2003, revised August 18, 2004,modified December 14, 2006, August 21, 2007, February 22, 2008,November 14, 2008, June 22, 2011 t/ Expiration Date: June 22, 2016 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Approval for Remedial Use to: Geoflow, Inc., 500 Tamal Plaza, Suite 506, Corte Madera, CA 94925 (hereinafter"the Company"), approving the System described herein for remedial use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. June 22, 2011 David Ferris Date Wastewater Management Program Director This information Is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1.866-639-7622 or 1-617-674-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Approval for Remedial Use 6/22/2011 Page 2 of 8 • Geoflow Drip Dispersal System I. Purpose 1. The purpose of this Approval is to allow use of the System in Massachusetts to repair subsurface sewage disposal systems, on a Remedial Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000,this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.284(2). The System is used to dispose of wastewater from an alternative system approved in accordance with 310 CMR 15.280 through 15.289 with effluent discharge concentrations that meet or exceed secondary treatment standards of 30 mg/L biochemical oxygen demand (BODS) and 30 mg/L total suspended solids (TSS). 4. This Approval for Remedial Use authorizes the use of the System where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system and the design flow for the facility is less than 10,000 gallons per day (GPD). II. Design and Construction Standards Standards 1. The System, a subsurface drip distribution technology, is equivalent to a pressure distribution system designed in accordance with the Department's Pressure Distribution Guidance. In the event of conflict between the terms and conditions of this System's technology approval and Title 5, this approval shall control. 2. The System is a pressure distributed.subsurface wastewater drip dispersal (disposal) system that replaces a soil absorption system (SAS) designed in accordance with 310 CMR 15.000. The System is designed to distribute effluent from an innovative treatment system and discharge it at a_minimum depth of 6 inches below finished grade; it includes a pump, control panel, a filter module/hydraulic unit and drip dispersal zone s). The dispersal zone includes small diameter flexible polyethylene tubing turbulent flow emitters regularly spaced inside the line. The System can be designed with either Classic turbulent flow emitters or with pressure compensating emitters typically located at one or two foot spacing within the tubing. The tubing is extruded with an inner lining of an anti-microbial agent to prevent bacterial growth. Dispersal field dosing is timed and controlled electronically to provide pre-programmed volumes of effluent for discharge to each dispersal zone. The System includes a return line that allows periodic flushing of the dispersal tubing. All drip zone supply and return pipes that are maintained filled with effluent after a pump cycle shall be buried below the frost line or properly insulated. All drip tubing and shallow manifolds shall be designed to drain into the b soil or back to the pump chamber upon completion of the pump cycle. Each zone shall have air release valves at the high points of manifolds and check valves on each return manifold in multi-zone systems. The system shall be equipped with a totalizing flow meter. 3. The System may be installed in the A, B or C soil horizon or in fill material meeting the specifications at 310 CMR 15.255(3) at a minimum depth of 6 inches below the finished grade. Approval for Remedial Use 6/22/2011 Page 3 of 8 Geoflow Drip Dispersal System 4. All access ports and manhole covers shall be installed and maintained at grade to allow for c - maintenance of the System. 5. The control panel including alarms and controls shall be mounted in a location always accessible to the System operator. 6. The System may be installed in soils with a percolation rate of up to 90 minutes per inch (MPI). The System shall not be installed in Class IV soils as defined in 310 CMR 15.243. 7. Effluent loading rates shall be as specified in 310 CMR 15.242(1)(a) and (b)with the exception of Class IV soils. 8. The System shall be designed and constructed with drip tubing with a spacing of 24 inches unless obstructions are encountered or in cases where more than the required tubing is provided and equally distributed within the approved appropriately sized subsurface disposal area in (��- which case a minimum separation of 12 inches is allowed. As much as possible the System shall be designed to provide equal distribution across the designated disposal area. 9. The System does not require a five foot over dig as indicated at 310 CMR 15.255(5). 10. The System includes the following: a. Pumps capable of providing pressure of 10-45 psi throughout the dispersal zone(s). Each drip dispersal zone shall be dosed a minimum of six times per day, or as recommended by L� the Company. Duplex pumping shall be provided for facilities with design flows of 2000 gpd or greater. The pump chamber, combined with available storage in the pretreatment units, shall provide at least one-day storage as required by 310 CMR 15.231. b. Timed dosing for the drip system with a timer controller capable of operating the system during peak flow events without high-level alarms. c. A self cleaning filter capable of screening particles larger than 100 microns prior to discharge of the effluent to the drip tubing. Filter(s)backwash shall be conveyed bac the pump tank, a separate settling tank or to the septic tank. d. Air vents in a zone shall be placed at a higher elevation than the drip tubing in that zone but below the ground surface. Air vents shall be accessible from finished grade and insulated to prevent freezing. e. Drip tubing lines installed as level as possible on contour and a minimum of 6 inches below finished grade. Drip line spacing is typically 24 inches with drip tubing emitters spaced 24 inches on center. More than the minimum length of tubing may be utilized within a properly sized soil absorption system. When the drip lines spacing is greater than 24 inches by 24 inches,the size of the dispersal field shall be increased to provide equal distribution with adequate tubing separation. All drip line flushwater shall be conveyed back to the pump tank, a separate settling tank or to septic tank. f. The effective effluent dispersal area is calculated using the total area of the drip tubing system including a one-foot addition on each side or two square feet per foot of drip tube when tubing is spaced two feet apart.No sidewall credit shall be given for this System. Approval for Remedial Use 6/22/2011 Page 4 of 8 Geoflow Drip Dispersal System g. The dispersal area shall not be installed under a paved surface, or in areas of routine traffic,parking or storage of heavy equipment. In addition no planting or soil excavation shall be done in or within 5 feet of the drip disposal area after its installation. The system may be designed to allow for installation of drip tubing up to five feet from a building cellar wall. h. No change in existing surface slope over the dispersal field is required to comply with F. 310 CMR 15.240(10). 11. All System control units,valve boxes, drip dispersal lines, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing per the Company's recommendations. 12. The System designer shall provide plans and specifications prepared in accordance with 310 CMR 15.220 for all proposed System installations to the approving authority with ` required standard details and installation instructions. 13. Drip tubing may be installed with a vibratory plow, a static plow, a narrow trencher(<6" width), by hand trenching, or by scarifying the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in Title 5 at 310 CMR 15.255(3)with cover consisting of sand and topsoil meeting the 6 inch minimum depth requirement. Vegetative cover must be replaced for installations where it is removed or buried during installation. 14. Drip tubing shall not be installed when soils are frozen or saturated. 15. Prior to System start up,a clean water test of the System shall be performed in the presence of the Company's representative and the approving authority to check for leaks and to ascertain and verify system design flush and dose rates. 16. System unit malfunction and high water alarms shall each be connected to an independent power source from the operating pump(s)run from the main power source of the facility. 17. For Systems with a design flow of 2,000 gpd or greater,the System shall be equipped to provide a flow meter and automatic remote telemet le notification to the operation and maintenance (O&M)provider. l 18. Installation of inspection ports is not required for this System. - III. Allowable Soil Absorption System Design 1. Any reduction in System design sizing or setbacks shall be based on the MassDEP approved reduction allowed for the alternative treatment system that precedes the System or by variance or local upgrade approval in accordance with Title 5. IV. General Conditions Approval for Remedial Use 6/22/2011 Page 5 of 8 Geoflow Drip Dispersal System 1. All provisions of 310 CMR 15.000 are applicable to the use of this System,the System owner and the Company, except those that specifically have been varied by the terms of this Approval. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved 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 and 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 sewer system. No System shall be installed, upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. When a sanitary sewer connection becomes feasible,the facility served by the System shall be connected to the sewer, within 60 days of such feasibility, and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed, in writing, by the approving authority. 6. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications, 310 CMR 15.000 and this Approval. V. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 2. Effluent discharge concentrations from the treatment unit that discharges to the System shall meet or exceed secondary treatment standards of 30 mg/1 BOD5 and 30 mg/1 TSS. The effluent pH shall not be less than 6.0 or more than 9.0 unless approved by the Department. 3. Any effluent discharge samples shall be taken at a flowing discharge point, i.e. distribution box, pump chamber or other Department approved location downstream of the treatment unit. The System designer, subject to written approval by the Department, shall determine sampling locations. 4. The System owner shall have the Company or its designee conduct a design review for any proposed non-residential System or any residential System with a design flow 2,000 GPD or greater to ensure that the proposed use of the System is consistent with the unit's capabilities. 5. Operation and Maintenance Agreement: A. Throughout its life,the owner shall operate and maintain the System in accordance with the Company and designer's operation and maintenance requirements and this Approval. Approval for Remedial Use 6/22/2011 Page 6 of 8 Geoflow Drip Dispersal System To ensure proper operation and maintenance (O&M),the owner shall enter into an O&M agreement. No O&M agreement shall be for less than one year. B. No System shall be used until an O&M agreement is submitted to the approving authority which: I. Provides for the contracting of a person or firm trained by the Company as provided in Section VI (5) and competent in providing services consistent with the System's specifications, with the operation and maintenance requirements specified by the Company and the designer, and with any specified by the Department; II. Contains procedures for notification to the Department and the local board of health within five days of a System failure or alarm event and} for corrective measures to be taken immediately; rr``�� III. Provides the name of an operator,which must be a Massachusetts certified operator if one is required by 257 CMR 2.00,that will operate and monitor the System; IV. For residential Systems installed with a reduced SAS the operator must inspect, field test and maintain the System at least every six months and anytime there is an alarm event. For residential Systems with standard sized SAS inspection and field testing shall be conducted once per year. For all other Systems the operator must inspect, field test and maintain the System at least every three months and anytime there is an alarm event. The System owner shall notify the Department and the local approving authority in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of their O&M agreement. 6. Prior to transferring 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 this 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 thereof a copy of this Approval for the System. 7. By January 3I't of each year for the previous year,the System owner shall submit to the local approving authority all data collected in accordance with item 5, above, including all Department Title 5 IA O&M checklists and System technology checklists completed during the previous calendar year by the System operator for each inspection performed. 8. After final inspection of the System by the Approving Authority but prior to the issuance of a Certificate of Compliance for the System,the System owner shall record and/or register in the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing both the existence of the alternative septic system subject to this Approval on the property and the Department's approval of the System. If the property subject to the Notice is unregistered land,the Notice shall be marginally referenced on the owner's deed to the property. Within 30 days of recording and/or registering the Notice,the System owner shall submit the following to the Department and the local approving authority: (i) a certified Registry copy Approval for Remedial Use 6/22/2011 Page 7 of 8 • - Geoflow Drip Dispersal System of the Notice bearing the book and page/instrument number and/or document number; and (ii) if the property is unregistered land, a Registry copy of the owner's deed to the property, bearing the marginal reference. VI. Conditions Applicable to the Company l. By January 31 st of each year,the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that contains information on the System, for the previous calendar year. The report shall state: the number of units of the System sold for use in Massachusetts including the installation date and date of start-up during the previous year; identify the treatment technology preceeding the System; the address of each installed System,the owner's name and address, the type of use (e.g. residential, commercial, institutional) and the design flow; and for all Systems.installed since the date of issuance of this Approval, all known failures, malfunctions, and corrective actions taken and the address of each such event. An electronic file of this data in spreadsheet format may be provided to the Department at Dep.Waterpermitting@state .ma.us, if possible. The emailed file should identify in the subject line the technology name, approval type and year of data included. The Company shall maintain copies of all completed inspection forms and certified laboratory results for possible audit for at least three years. 2. 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 Approval 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 Approval applicable to the Company shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. 3. The Company shall develop and submit to the Department within 60 days of the effective date of this Approval: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; and a recommended schedule for maintenance of the System essential to consistent successful performance of the installed Systems. 4. The Company shall make available, in print and electronic format,the referenced procedures and protocol in Sections V(5)and VI (3) to owners, operators, designers and installers of the System. 5. The Company shall institute and maintain a program of operator training and continuing education, as approved by the Department. The company shall update the list of qualified operators and make the list known to users of the technology. 6. The Company or its designee shall conduct a design review for any proposed non- residential System or any residential System with a design flow 2,000 GPD or greater to ensure that the proposed use of the System is consistent with the unit's capabilities. 7. The Company shall furnish the Department any information that the Department requests regarding the System within 21 days of the receipt of that request. r Approval for Remedial Use 6/22/2011 Page 8 of 8 Geoflow Drip Dispersal System 8. The Company shall include copies of this Approval and the procedures and protocol described in Sections V (5).and VI (3) for each System that is sold. Also, 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 Approval and the procedures and protocol described in Sections V (5) and VI (3). 9. The Company shall comply with 310 CMR 15.000 and all the Department policies and guidance that apply and as they may be amended from time to time. 10. If the Company wishes to continue this Approval beyond its expiration date,the Company shall apply for and obtain a renewal of this Approval. The Company shall submit a renewal application at least 180 days before the expiration date of this Approval, unless the Department grants written permission for a later date. This Approval shall continue in force until the Department has acted on the renewal application VII. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: 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 Approval for cause, including, but not limited to, non-compliance with the terms of this Approval, non-payment of the annual compliance assurance fee, for obtaining the Approval 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 Approval, 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 Approval and/or the System against the owner, or operator of the System and/or the Company. IX. Expiration Date 1. Notwithstanding the expiration date of this Approval, any System sold and installed prior to the expiration date of this Approval or any continuation of this Approval, that is approved, installed and maintained in compliance with this Approval (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department,the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. III Town o-f Barnstable P# I A 121$ DepartmQnt of Regulatory-Services j` Public Health Division Hate i t639.. 200 Main Street,Hyannis MA 02601 Date:Scheduled yV Z 2�0 A� /� j f 13 Time I Fee Pd, l , Soil Suitability Assessment for Sewage Disposal Performed1y: r- L 5CF -A I5�� MC Z- Witnessed By: DnhA LOCATION & GENERAL INFORMATION Location Address p� 6 cM`5 ka � w Owner's Name 5� k 5CkW VV%p1,n -72 (3 cb-c!� �`QA�Q.✓Yt7� ... Address grow t'L.vl acisad`1U<voL,.. e -r- 0(Q0(1& Assessor's Map/Parcel: 7i2(o / -��— Engineer's Name iVEVV GQNSTRUCTION REPAIR )C Telephone# _!58 d Land Use V2c.5'Atv\, Slopes(%) I 2 Surface Stones _10/14•� Distances from: Open Water Body 2 20o ft Possible Wet Area _ft Drinking Water Well ? 31cft ' Drainage Way A ft Property Line I U ��— ft .Other` ft SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 1n proximity to holes) A • v Parent material(geologic) Depth to Bedrock tc Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater • l�vtnOY- �,j�.� DETERMNATIONJFOR E.ASO-NAL IIIGH AUTER TABLE Method Used: Depth Observed standing in obs,hole: - —in,in, Depth to soli mottled: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index.Well.# Reading Date: Index Well level, o.Y, Adl,factor— Adj.GroundwaterLevel,,,o PERCOLATION TEST bate.�, Thne.��, Observation Hole# Time at 4" tt (� Depth of-Penc 18` Z4 g mot , Time at 6" iStart Pre-soak Time® _ � �N rime(9"•6") ,-,.� End Pre-soak } Rate Mini/Inch. Site Suitability Assessment: Site Passed (- Site Failed: Additional Testing Needed(Y/N) F�t' Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole ' Depth from Soil Horizon Soil Texture .ScIlMolor Soil Other Stones;Boulders: Surface(in.) (USDA) (Munsell) Mottling (Stnicture;. . c6sistetidy,: aniven A �L 1a d'L3/3 �- 10 1(LS 9 05 10 01 "- ►l�3" C z M sj9La__L1_. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Vt3 _ �'`- t2" J3 �� 1a (L�l • =gN c, N1 s o F!/. a-lob" DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -Comisto DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones',Boulders. 1 • v i I y 9 d Flood Insurance Rate Map:_ Above,50o year flood boundary No Yes IX Within 500'year boundary No Yes. Within 100 year flood boundary No Yes Depth ofNaturallv Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout, he area proposed for the soil absorption system?.r�`# "� If not, whavis the depth of naturally occurring pervtous maCarial? -- Certrieation • I certify that on �� e1 (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 requir and experience described in 10 CMR 15.0'17. Signatureed t 'ping,expertise Date Q:�S.EPTIOPERCFORM.DOC TOWN OF BARNSTABLE LOCATION 84 G 164 Ccr, AA;�l ye) SEWAGE# PkC91 y—t(o(o VILLAGE(&,Jire,(•j P ASSESSOR'S MAP&PARCEL 9,2& 75— INSTALLER'S NAME&PHONE NOZ no 4GS��1n1C S�0O-HST SEPTIC TANK CAPACITY ,4Cn SfNJ 01lit/' /000 DvMd Mc,4e-"" LEACHING FACILITY:'(type) 6ejQJ JnL0 (size) t} ,Ir-leM NO. OF BEDROOMS !-{ OWNER Df+yV),a,� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 3 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 �wJ� Il"6JZ1� Y*q Iva CIA ' woo. ()do, h h J Wd4SA5 .� ton/�_lnp -.mo �'�dthl Ml t „ r� �y LEGEND N TOWN OF AR STABLE ' BED BED — 20 -- EXISTING CONTOUR BED RM. M. RM. BED RM. so` e x 20,12 EXISTING SPOT GRADE Z0'11I FEB -5 A 9' 26 �— PROPOSED CONTOUR Conferenl so Ce to © PROPOSED SPOT GRADE �. Nerr'n BATH - BATH „ „ „� Ge terjd\e doµ o��r _ �1 i i. r— OVERHEAD WIRES R LIV. RM. LIV. RM. W EXISTING WATER SERVICE Shor�geo°� �Po a �' ENTRY KITCH. KITCH. ENTRY Q_ —G EXISTING GAS SERVICE o� Road southwinds cfr g /� DIVISION � TEST PIT BENCHMARK " `on9 Beach Rd• � ENTRY � � Locus FLOOR PLAN Centerville Harbor AIR RELEASE VALVES GENERAL NOTES: LOCUS MAP 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF NOT TO SCALE ABUTTING 1000 GALLON HEALTH AND THE DESIGN ENGINEER. PUMP CHAMBER 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE DRIPLINE LOOPS / HOUSE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: EFFECTIVE LEACHING AREA 1ABUT. -310 CMR 15.405(a)(b)&(h)-CONTENTS OF LOCAL UPGRADE APPROVAL _SA S + 1) A 5' variance, S.A.S. to property line(side), for a 5' setback. 1� 2) A 5' variance, S.A.S. to property line(rear), for a 5' setback. �Q 15'f 3) A 1' variance, septic tank to property line(side), for an 9' setback. S2735150 W 73.859 ABUTTING 4) A 4' variance, pump chamber to property line(side), for a 6' setback. HOUSE / /� `/ 5) A 1' variance, septic tank to crawl space, for a 9' setback. 6) A 4' variance, pump chamber to crawl space, for a 6' setback. 7.17 :77 0_-___ ----- i 7) A 2' variance to the required 5' separation between maximum -- - seasonal high groundwater elevation and bottom of S.A.S., for 5' I a 3' separation. Request Remedial Approval Usage of a SINGULAIR 810-KINETIC WASTEWATER TREATMENT SYSTEM in conjunction with a 9 _ 6 9 r0 Geoflow Drip Dispersal System. 3 U _ /+ 7- toroge �� + QJ ti �—EXISTING CESSPOOL 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO • __ --- B_&E / R�, TO BE PUMPED, FILLED WITH �r l� INSPECTION AND APPROVAL BY THE BOARD OF HEALTH & DESIGN ENGINEER. 7 N 4 r - U? P>, SAND AND ABANDONED, OR 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM 0— \ 6,81 REMOVED THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER c0 � 9� %Q' 6'J Oa BEFORE CONSTRUCTION CONTINUES. �) " •r� (� �� EX/STIN DUPLEX. O 5. ALL ELEVATIONS BASED ON AN N.G.V.D. 7,17 846 O �' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE �# PROPOSED SINGULAIR '� v� ( F848�/ BUl DING �� 6 CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR /l�/ ;., ;;/✓�. TREATMENT UNIT � PROPER INSPECTIONS DURING CONSTRUCTION. TOF=7.83 (NGl/D)j T M "., /..w FUTURE H-20 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. N 7 :;. ,y. SEPTIC TANK G (crawl space fl or, EL.=4.58) �O (IF REQUIRED) 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. 7148 WALK ;"STONE,•. ]c 7,38 �/ 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN ON 4 :DRl1/EWA • THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. STP C 7.47 7,2 — N 0 C,F 7,41• ::'";' Benchmark Set 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS • r� Lot 15 ���✓/ OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. / 7.99� A BLU 226-175 `�5 x 7,37 +', • Right car. bat. step � t� �'"'Q`L `:.- � i EL.=7.87 (NGI/D) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH 7 88 �� �p �9, -6,600±-S:F.� x 7 85 y 6 • THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 8.31 �� D �' �� V 7.31 THE 5' OVERDIG IS NOT REQUIRED FOR DRIP DISPERSAL SYSTEMS. 1 x 8.61 S it roi�Tence&�==�� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY _ $ THE DESIGN ENGINEER & BOARD OF HEALTH PRIOR TO BACKFILL. 8,58 8.58 I3-3128.32' 7,77 :; i.. X f _ 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMANTED EXISTING SEPTIC _ i ❑ ` ' ' Y` v SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 8,03 _ 8 P �,65/ . 7,54 �v 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE EXISTING CESSPOOL ed e of OF R STABILITY OF ADJACENT STRUCTURES. TO BE PUMPED, FILLED WITH 7,87 g pavement 7 64 7.57 P��`T ss4 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND SAND AND ABANDONED ate tiG IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. o PETER T. CRAIG V ILLE BEACH ROAD M CIVILEE N PROPOSED SEPTIC SYSTEM UPGRADE PLAN No. 35109 846 & 848 CRAWILLE BEACH ROAD, CENTERVILLE, MA WETLAND CONSULTANT fG/SZE� `�� Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 VACCARO FLOOD PLAIN DATA OWNER OF RECORD / Environmental Consulting Engineering by: SCALE DRAWN JOB. NO. P.O. Box 955 FIRM PANEL #250001 0008 D SCHORTMAN, WILLIAM A & MAXINE R 1"=20' P.T.M. 249-13 Sandwich, MA 02563 REVISED: JULY 2, 1992 72 BROAD BROOK ROAD - 2 N I Engineering Works, Inc. (508) 888-5855 ZONE A10 (EL 11) BROAD BROOK, CT 06016 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 12/26/13 P.T.M. 1 of 4 r PROPOSED SINGULAIR TANK INSTALL RISERS & COVERS OVER EACH MANHOLE PROPOSED PUMP CHAMBER TOP OF FOUNDATION PROVIDE RISERS WITH FRAMES & COVERS OVER EL.=7.83 AND SET AT, OR ABOVE, FINISH GRADE PER EACH ACCESS MANHOLE AND SET TO FINISH GRADE. 5" LOAM PLACED OVER SAND MANUFACTURERS RECOMMENDATIONS AIR RELEASE 5" OF SAND PLACED OVER DRIPLINE F.G. EL.=7.0t F.G.=7.1 t F.G. EL.=7.0t VALVES F.G. EL.=6.9(MIN.) CRAWL SPACE f f FLOOR GROUND LEVEL EL.=4.6f - -RE-CIRCULATION PIPE 1-1/a" scH aD PVC L=2o't 10" 2% SLOPE (MIN.) FROM END OF L =11' TOP EL.= 6.00 '• SUPPLY & RETURN MANIFOLDS TO PC PROVIDE OUTLET O S=2% (MIN.) '- AT, OR ABOVE t 0 L=2' SINGULAIR TO PC) ALARM, EL.=2.67 NSTALL THRUS BLOCKS AT ALL BENDS HEADWORKS BOX (SEE DETAILS - SHEET 4) 26 Return line (SEE SHEET 5) 6-60' LINES INV.=5,22t WATERTIGHT SEALED PROPOSED 4 SCH 40 PVC TIMER OVERRIDE, EL.=2.50 Supply line INV.=6.10 AT HOUSE CONNECTIONS SINGULAIR BID-KINETIC ® S= 1% (MIN.) 24" pp y INV.=6.10 3' MINIMUM INV.=5.00 TREATMENT SYSTEM EST. HIGH G.W. EL�3.1 TIMER ON/OFF, EL.=2.00 18 WATERTIGHT SEALED DOSING SEPARATION TO CONNECTIONS GROUNDWATER PUMP OFF, EL.=1.8s 16" HIGH-HEAD EFFLUENT PUMP MODEL 960-500 SUGGESTED TIMED DOSING WITH THE FOLLOWING PARAMETERS: (SEE DETAIL-SHEET 4) FLOOR EL.! 0.5D 24 CYCLES/DAY AT 3.7 GPM/CYCLE FOR 5 MIN/CYCLE MODIFY INTERIOR TO BE SUPPLIED AND INSTALLED BY: 24 x 3.7 x 5 = 444.0 GPD see Geoflow Field Flow for s ecifics 8" WATERTIGHT SEALED ( P ) PLUMBING AS REQ'D CONNECTIONS WEBTROL MODEL101 W68T-SP, 0.5 HP, 115v BOTTOM EL.= (0.00) J & R Engineered Products, Inc. ESTIMATED ADJUSTED HIGH G.W., EL.=3.1 BOTTOM EL.= (0.00) INV.=4.67 INV. 1000 GALLON PUMP CHAMBER 44 Commercial St, Raynham, MA 02767 SOIL ABSORPTION SYSTEM (PROFILE) 6" CRUSHED SEPTIC TANK/TREATMENT UNIT RE-CIRCULATION (USE OUTLET END FOR INLET) L 508-823-9566 STONE(TYP.) PUMP (by singulair) EXIST. GRADE 10"(MIN.)�F.G. EL.=6.9(MIN.) F.G. EL=7.0 NOTES: 1) ALL TANKS, COVERS AND PIPING SHALL BE WATERTIGHT, f 2) DRIPLINES SHALL BE INSTALLED OVER PREPARED SAND BASE. � 3) VEGETATIVE COVER MUST BE ESTABLISHED OVER DRIPLINE DISPERSAL AREA. STRIPOUT z m 4) S.A.S. MUST NOT BE DRIVEN OVER AND NO HEAVY EQUIPMENT SHALL BE o USED OVER THE S.A.S. DURING INSTALLATION. REMOVE "A"&"B" HORIZON TO SUITABLE 12" 6 DRIPLINES 3 LOOPS C" SOILS WITHIN THE S.A.S. FOOTPRINT. 5 12" � 5) THE FUNCTIONING AND OPERATION OF THIS SEPTIC SYSTEM OR ITS COMPONENTS FILL WITH TITLE 5 SAND TO DRIPLINE � 5' SPACING=1.6' 5'(min.) 8 IS NOT GUARANTEED DURING, OR FOLLOWING, EXTREME WEATHER CONDITIONS EL.=6.1 AND THEN TO 5" ABOVE DRIPLINE a FIELD WIDTH = 10" INCLUDING, BUT NOT LIMITED TO, FLOODING OR WAVE ACTION, REPAIR OR TO EL.=6.5t(SEE ALSO, NOTE 11). SEE S.A.S. LAYOUT-SHEET 3 APPROVED FOR REPLACEMENT OF THE SEPTIC SYSTEM OR ITS COMPONENTS MAY BE REQUIRED ( ) 5' MINIMUM AFTER SUCH CONDITIONS. TO CELLAR WALL 6) CONTRACTOR SHALL VERIFY SEWER CONNECTION PIPE INVERT PRIOR TO INSTALLATION OF SEPTIC SYSTEM COMPONENTS. SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTIOIy� 7) MANHOLES BROUGHT TO GRADE SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 8) PRE-INSTALL SEALED BOOTS AS SHOWN ON PLAN & PROFILE. N.T.S. UNITS.9) A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST BUOYANCY CALCULATIONS SOIL LOG DESIGN CRITERIA Singulair Unit NUMBER OF BEDROOMS: 4 BEDROOMS Calculation based on Monolithic Singgulair 960-500 H-10 Tank DATE: NOVEMBER 12, 2013 (REF.#14,218) SOIL TYPE: CLASS I by Acme Precast Corp, Falmouth, MA 508-548-9607 SOIL EVALUATOR: PETER MCENTEE PE, CSE DESIGN PERCOLATION RATE: <2 MIN./IN. BOTTOM OF UNIT EL.= (0.00) WITNESS: DONNA MIORANDI RS CSE DAILY FLOW: 440 GPD HIGH GROUNDWATER EL.=3.1 (LUNAR CYCLE HIGH-DEC 2013) DESIGN FLOW: 440 GPD BUOYANCY FORCE PER FOOT OF DEPTH: Elev. TP- 1 Depth Elev. TP-2 Depth GARBAGE GRINDER: NO 9.25' x 6.0' x 1' x 62.4 Ibs./cu.ft. = 3463.2 Ibs. 6.7 A 0" 6.7 A 0" LEACHING AREA REQUIRED: 440 GPD = 594.6 SF MAX. DISPLACEMENT = 3.1 - (0.00) = 3.1' SANDY LOAM SANDY LOAM 0.74 GPD SF MAX. UPLIFT PRESSURE = 3.1' X 3463.2 Ibs/ft = 10,735.9 Ibs. 6.2 B B 1OYR 3/3 6" 6.2 10YR 3/3 6„ LEACHING AREA PROVIDED: 10' X 60' = 600 SF WEIGHT OF UNIT EMPTY = 14,500 lbs. DESIGN FLOW PROVIDED: 0.74 GPD/SF x 600 SF = 444 GPD WEIGHT OF FILL OVER UNIT: SANDY LOAM SANDY LOAM DRIP LINE LENGTH REQUIRED: (594.6 SF)/(2 SF/LF) = 297.3 LF tOYR 5/4 10YR 5 4 DRIPLINE PROVIDED = 60.0 LF x 6 LINES 3 LOOPS = 360.0 LF TOP = 9.25' x 6.0' x 1' x 110 Ibs./cu.ft. = 6105.0 lbs. 5.4 10" 5 2 / ( ) COMBINED WEIGHT = 14,500 lbs. + 6105 Ibs. = 20,605 Ibs. C1 PERC C1 12 SEPTIC TANK PROVIDED: SINGULAIR 960-500 UNIT (REMEDIAL APPROVAL USAGE) 20,605 Ibs > 10,736 Ibs O.K. MED. SAND 6 /18 MED. SAND PUMP CHAMBER PROVIDED: 1000 GALLON (MONOLITHIC H-20 TANK) H-20 Monolithic Pump Chamber 10YR 6/6 10YR 6/6 PUMP CHAMBER STORAGE CAPACITY Calculations are based on 1000 Gallon Monolithic Pump Chamber VOL/DOSE = 440 GPD/24 CYCLES/DAY = 18.3 GAL/DOSE by Acme Precast Corp, Falmouth, MA 508-548-9607 3.1 HIGH GW _ 3.1 HIGH GW _ WATER LEVEL RISE PER DOSE = 18.3 GAL 250 GAL/FT = 0.7 FT. BOTTOM OF PUMP CHAMBER EL.= (0.00) STORAGE VOLUME = (PC INVERT(IN) - HIGH WATER ALARM) x 250 GAL/FT 2.7 C2 STG. GW _ 487 2.7 STG. GW - 48" STORAGE VOLUME = (4.50 - 2.67) x 250 GAL/FT = 457.5 GALLONS HIGH GROUNDWATER EL.=3.1 - C2 - BUOYANCY FORCE PER FOOT of DEPTH: PROPOSED SEPTIC SYSTEM UPGRADE PLAN 7.67' x 6.0' x 1.0' x 62.4 Ibs/cu.ft. = 2871.6 Ibs MED. SAND MED. SAND MAXIMUM DISPLACEMENT = 3.1' - (0.0)= 3.1' 10YR 5/3 10YR 5/3 846 & 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA MAX. UPLIFT PRESSURE = 3.1' x 2871.6 Ibs/ft = 8902.0 lbs. WEIGHT OF EMPTY PUMP CHAMBER = 16,425 Ibs. Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 WEIGHT OF FILL OVER UNIT: -2.3 1081, -2.3 108" Engineering by: SCALE DRAWN JOB. NO. TOP = 7,67' x 6.0' x V x 110 Ibs./cu.ft. = 5062.2 lbs. PERC RATE = <2 MIN./INCH "B" HORIZON TP-1 Engineering Works Inc. N.T.S. P.T.M. 249-13 COMBINED WEIGHT = 16,425 + 5062 = 21,487 lbs. HIGH GROUNDWATER OBSERVED OVER LUNAR ' CYCLE IN MONITORING WELL - DECEMBER 2013 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. 21,487 Ibs > 8902.0 Ibs O.K. (508) 477-5313 12/26/13 P.T.M. 2 Of 4 GENERAL NOTES 1" PVC 1. THE SINGULAIR®MODEL 960 IS SOLD AND SERVICED EXCLUSIVELY BY SIGMUND UNDERGROUND POWER SUPPLY RE-CIRCULATION PIPE POLY—LOK BASIN ENVIRONMENTAL SERVICES INC. (SESI), 49 TO AERATOR AND RE—CIRCULATION TO PRETREATMENT 24"X36" BASIN OR PALIVILION AVE., PROVIDENCE, RI 02905. PUMP CHAMBER APPROVED EQUAL 2. RI DEM & MA DEP REQUIRE THAT SESI ALTERNATE INLET REVIEW THE PLANS PRIOR TO SUBMISSION. LOCATION UL LISTED WEATHERPROOF SESI WILL REVIEW PLANS ONLY FOR 810-KINETIC 11OV ELECTRICAL CONFORMITY WITH GENERAL LAYOUT AND SYSTEM ENCLOSURE of USE. AND NOT FOR APPLICABILITY POLY-LOK BASIN 3. ON DEEPER INSTALLATIONS, PRECAST 24 X36 BASIN OR RISERS MUST BE USED TO EXTEND APPROVED EQUAL AERATOR MOUNTING CASTING AND 4" DIAMETER 4" DIAMETER BIO—KINETIC® SYSTEM MOUNTING CASTING A I A INLET AND TEE TO GRADE. INSPECTION COVER ON OUTLET PRETREATMENT CHAMBER MUST BE �l ®1 O T T DEVELOPED TO WITHIN TWELVE INCHES �0= OF GRADE. 4" DIAMETER 4. ALL SINGULAIR MODEL 960 RISER COVERS INLET LINE _.. ABS ROBUSTA 100 W/ MUST BEANDCENSACTION.LE AT 4" DIAMETER GRADE FOR TS RE-CIRCULATION AERATOR EFFLUENT PUMP OR APPROVED 5. REMOVABLE COVERS ON RISERS WEIGH LINE EQUAL IN EXCESS OF SEVENTY FIVE POUNDS REMOVABLE NEACH TO PREVENT UNAUTHORIZED INSPECTION COVER I ACCESS. WITH CAST-IN-PLACE 1" PVC CONCRETE : ,,�; :� :.,:.;•.. HANDLE 9'-3" RE-CIRCULATION ANTI-FLOATATION PIPE COLLAR AS NEEDED N%.,. �: ;� ADDITIONAL NOTES BY DESIGN ; ' ;,; 1. CONTROL PANEL SHALL BE MOUNTED ON THE OUTSIDE OF A BUILDING PLAN VIEW IN THE VICINITY OF THE SINGULAIR, FOR ACCESS BY THE OPERATOR RE—CIRCULATION BASIN DETAIL DURING SERVICE. ALTERNATIVE: PUMP MAY BE SET WITHIN 2• INSTALLATION SHALL BE INSPECTED AND A CERTIFIED START—UP THE PROPOSED 1000 GALLON PERFORMED BY AN AUTHORIZED OPERATOR BY THE MANUFACTURER. PUMP CHAMBER 3. DETAIL SHOWS RE—CIRCULATION PUMP IN SEPARATE HOUSING. THE RE— REMOVABLE BIO-KINETIC®SYSTEM CIRCULATION PUMP MAY RESIDE IN THE 1500 GALLON PUMP CHAMBER INSPECTION COVER SINGULAIR MOUNTING RISER AND SINGULAIR SHOWN ON SEPTIC PROFILE. CONTRACTOR SHALL CONSULT WITH WITH .CAST-IN-PLACE AERATOR - BIO-KINETIC SINGULAIR AS To PREFERENCE. HANDLE SYSTEM COVER DEPTH OF 4. A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST FILL 1'-2' UNIT. T 5. THE OWNER SHALL HAVE A PERPETUAL OPERATION & MAINTENACE 4" DIAMETER AGREEMENT FOR THIS UNIT. a EFFLUENTMr 4 INLET AND OUTLET LINE SINGUTAIR® BIO—KINETIC® 6 INTEGRATED PIPE GASKET CONNECTION _ _ O OUTLET I— I I WASTEWATER TREATMENT SYSTEM WITH STAINLESS Lw STEEL RETRACTABLE MODEL 960 CLAMP 5'-0" 6- 500 GPD TREATMENT CAPACITY I Siegmund Environmental Services Inc. CONTRACTOR TO--" 9 INSTALL 4" SDR \ / 49 Pavilion Avenue, Providence, RI 02905 35 PVC TEE RE-CIRCULATION EED _ I I — Tel: 401 785 0130 Fax: 401 785 3110 L BASIN (SEE DETAIL) PROPOSED SEPTIC SYSTEM UPGRADE PLAN 9._3" FINAL - 6'-0" � 846 & 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA CLARIFICATION PRE-TREATMENT EXTENDED BIO-STATIC CHAMBER Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 CHAMBER AERATION SECTION A—A SLUDGE RETURN Engineering by: SCALE DRAWN JOB. NO. CHAMBER - OUTLET END VIEW Engineering Works, Inc. N.T.S. P.T.M. 249-13 12 West Crossfield Road, Forestdole, MA 02644. DATE CHECKED SHEET NO. (508) 477-5313 12/26/13 P.T.M. 3 of 4 © WASTEFLOW HEADWORKS WITH VORTEX FILTER AND FLUSH VALVES FLEX PVC OR GEOFLOW DRIPUNE BLANK GEOFLOW W STEFLOW DR PONE 0 AIR/VACUUM BREAKER A (DETAjIL 407) ®zs' GEOFLOW(LT�IP soo)COMPRESSION PRESSURE REGULATOR �/ FROM PUMP TO FIELD ADAPTER A 11/ 4AE NTO 3/4 OR 1/2 NCN PVC SLIP SUPPLY MANIFOLD—�► O FLUSH VALVE /12.5" 12" SLOPE ZONE VALVE FLUSH RETURtV/ • • • • • • • • • • • • • • . • . .FROM... 1 CHECK VALVE III 16 ® PVC TEE(SXSXS) ® INDEX VALVE 25" / t PVC PIPING !" RETURN MANIFOLD o o SIMPLE WASTEFLOW HEADWORKS BOX-DIMENSIONS o o MANIFOLD CONNECTION PVC TO ADAPTER 1"AND 3/4"MODELS Hat TO aed. 504 SECTION ernes SINGLE ZONE LOOPED SYSTEM SCHEMATIC 586 Not To Soule FINISH GRADE 6" ROUND VALVE BOX GEOFLOW APVBK-1 AIR/VACUUM BREAKER •1".THREAD DIAMETER \ \7�//� SCH. 80 NIPPLE En 0 /� f�-- (LENGTH AS REQUIRED) �� f�3a�NE` ��NF FINISH GRAD\\ SCH 80 UNION 5I VALVE BOX BRICK SUPPORTS r' ;• -• + (THREE) '!:'':. : :;L,..,••:, . C;Z11 p� 1"PVC COUPUNCT� VORTEX FILTER- PVC LATERAL LINE-11 PEA GRAVEL SUMP �()/� PVC MAINLINE C C F • 1" PVC COUPLING � O�AC( � �OA/°RFSSQ AIR PRESSURE GAUGE VENT t�iQ r1r FIELD FLUSH FILTER AN U!1"PVC COUPUN UNE FI IPS FLEX PVC O VALVE + PVC PIPING AND FITTING y °Z1'-- F J \ (SALL rr SCH 80 UNION—�` 0522 —° W 1" AIR/VACUUM RELIEF D o END FEED FLUSH MANIFOLD-0 SECTION er T.er. 653 BRICK (PLUMBED TO PVC) SECTION sotwBook PPORTs y o o a rNE AT EACH CORNER) Design Changes for GEOFLOW in Cold Weather Climates 1 CU. FT. PEA GRAVEL SUMP 1. 1-1/4" SCH 40 PVC shall be used for the Supply and Return manifolds. GEOFLOW DRIPLINE NOTE: Consult with J & R sales & services for latest 2. Maintain a minimum of ha slope on the trench bottom from the top of the modifications to Headworks Box. • • ,'• manifold to the pump chamber to allow system to drain. GEOFLOW(LTC-600)LOO(SJP COUPLING 3. Supply and Return manifolds shall be covered with flexible insulation -,1Ql�OC�,M SIMPLE WASTEFLOW HEADWORKS BOX- MANUAL before system is backfilled; 1/2" - 3/4" washed stone shall be used in the SECTION Not To same trench(es) as a base for the manifolds. • OB-0Y °EOFLOW 4. Air vents must be located at the high points in the field to allow the system CI 2 FEET MINIMUM to drain correctly. OR AS 0. WISE SPECIFIED 5. Two feet of 1/2" - 3/4" washed stone shall be used under the air vent boxes to encourage the warmer air from below to travel up. 6. Air vent boxes shall be lined with a flexible insulation: Styrofoam peanuts may also be used as additional insulation.GEOFLOW(LTC-600)LOCK�IP COUPLING PROPOSED SEPTIC SYSTEM UPGRADE PLAN ' 7. Any changes to to proposed design shall be as approved by J & R Sales, the GEM wnslffLowoRW Design Engineer and Local Board of Health Official. 846 & 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA 8. Pump and floats, Control Panel and Geoflow drip .dispersal system are to be provided and installed by J & R Sales & Service, Inc., 44 Commercial Street, Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 Raynham, MA 02767, Tel (508) 823-.9566. Engineering b D1Ls G G LOCKSLIP COUPLING (LTC-600) e e v: SCALE DRAWN JOB. NO. �AA 5LCTION p,,aoa„l, 9. Supplier shall provide supervision, inspection and certication of system operation Engineering Works, Inc. N.T.S. P.T.M. 249-13 during and at the completion of installation alt�ee 10. The owner shall have a perpetual operation & maintenocne agreement for this 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. component. (508) 477-5313 12/26/13 P.T.M. 4 of ¢ a ,! LEGEND � o } N TOWN O3TfLE — pp -- EXISTING CONTOUR BED RM. M. RMED D BED RM. x 20,12 EXISTING SPOT GRADE Craigv�lle CCren eete 019 FIE —5 '� 9: 26 -- 67 PROPOSED CONTOUR a sr°° BATH ruj 6.7 PROPOSED SPOT GRADE onf_. Nerr'n BATH R r-r 6 u W: r..— OVERHEAD WIRES ee `_ a �° Ce 4eN m e \ti°•o` R LIV. RM. LIV. RM. $- W EXISTING WATER SERVICE ee ° ��/ fl i �, G EXISTING GAS SERVICE ENTRY KITCH. KITCH. ENTRY � ��-h.�s,=� cV X h_,. TEST PIT Southwinds Cir. � Q) B Rd Road o ENTRY I BENCHMARK m eoch �on9 Locus FLOOR PLAN Centerville Harbor AIR RELEASE VALVES GENERAL NOTES: LOCUS MAP 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF NOT TO SCALE ABUTTING 1000 GALLON HEALTH AND THE DESIGN ENGINEER. PUMP CHAMBER 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE DRIPLINE LOOPS / HOUSE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: EFFECTIVE LEACHING AREA 1ABUT. 1 —310 CMR 15.405(a)(b)&(h)—CONTENTS OF LOCAL UPGRADE APPROVAL 1' SAS 1 1) A 5' .variance, S.A.S. to property line(side), for a 5' setback. N 2) A 5' variance, S.A.S. to property line(rear), for a 5' setback. cz 15'f 3) A 1' variance, septic tank to property line(side), for an 9' setback. +509t W + ABUTTING 4) A 4' variance, pump chamber to property line(side), for a 6' setback. S 52738 73'85 HOUSE 5) A 1' variance, septic tank to crawl space, for a 9' setback. o en _ / 1 ) 6) A 4' variance, pump chamber to crawl space, for a 6' setback. s �11 �) 717 — _-- ""— i � 7) A 2' variance to the required 5' separation between maximum 0_---- seasonal high groundwater elevation and bottom of S.A.S., for l� 51 I — a 3'_ separation. Request Remedial Approval Usage of a SINGULAIR !•J 810—KINETIC WASTEWATER TREATMENT SYSTEM in conjunction with a �I 6,9 — 6 9 I ro Geoflow Drip Dispersal System. toroge i�7 J '1' ,---EXISTING CESSPOOL 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO 7" • - _ __—— R_ iR + 9 R PP FILL WITH/ �. TO BE PUMPED, FILLED � /� INSPECTION AND APPROVAL BY THE BOARD OF HEALTH & DESIGN ENGINEER, 7 C' SAND AND ABANDONED, OR 1•.� 4.. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM 6.81 9, Q 6 �Oa REMOVED THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. •�, w �� EX/S.TIN DUPLEX. ` ' 0 5. ALL ELEVATIONS BASED ON AN N.G.V.D. / 7,17\\ / / / (#84E) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE v, (#848)/ BUl DING 6 PROPOSED SINGULAIR '� [, '--� � TREATMENT .UNIT CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR �/ �Vlp)�l PROPER INSPECTIONS DURING CONSTRUCTION. =7.83 (NGT y. FUTURE H-207• WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. . .: W. SEPTIC TANK 7. --b �' N' H• THE S.A.S.G (crawl space fl or, EL.=4.58) (IF REQUIRED) lam) 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF E PROPOSED S 7.48 WALK .':.STONE.:•.. 7,38 l� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN ON 4 `'DRI.VEWA • THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. Vd STP 0 C 7,41 °:: 7,47 2 Benchmark Set 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS • Lot 15 L55C✓� OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. p 5 �/ Right cor. bot. step 7,99 �'\` �� BLU 226-1 75 x 7,37 7,9 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH 7 88 \�$,6�0 —S:F� • THE S.A.S. AND REPLACE ,WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 9, x 7 ss y b.'.. �� 8.31 �� D �' 0 7,31 THE 5' OVERDIG IS NOT REQUIRED FOR DRIP DISPERSAL SYSTEMS. • _ L=3f2_10 \ R ���' j �� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY x 8,61 s fit rai��ence•1 i _ THE DESIGN ENGINEER & BOARD OF HEALTH PRIOR TO BACKFILL. 8.58 8,58 xR—`3,28.32' - x$ ' 7 77 ,' .'.• 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMANTED EXISTING SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 8,03 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE EXISTING CESSPOOL _ edge of STABILITY OF ADJACENT STRUCTURES. OF TO BE PUMPED FILLED WITH 7,87 9 pavement 7 57 ��� MAssq 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 7 6 4 ' SAND AND ABANDONED � 'yG PETER T. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. o �, CRAIG VILLE BEACH ROAD M CIVILEE N PROPOSED SEPTIC SYSTEM UPGRADE PLAN No. 35109 846 & 848 CRAWILLE BEACH ROAD, CENTERVILLE, MA WETLAND CONSULTANT A� G/SZE �� Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 VACCARO FLOOD PLAIN DATA OWNER OF RECORD Environmental Consulting „ Engineering by: SCALE DRAWN JOB. N0. P.O. Box 955 FIRM PANEL #250001 0008 D SCHORTMAN, WILLIAM A Sc MAXINE R I�' (�� Engineering Works, Inc. 1"=20' P.T.M. 249-13 Sandwich, MA 02563 REVISED: JULY 2, 1992 72 BROAD BROOK ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 888-5855 ZONE A10 (EL 11) BROAD BROOK, CT 06016 (508) 477-5313 12/26/13 P.T.M. 1 of 4 PROPOSED SINGULAIR TANK PROPOSED PUMP CHAMBER TOP OF FOUNDATION INSTALL RISERS & COVERS OVER EACH MANHOLE PROVIDE RISERS WITH FRAMES & COVERS OVER 5" LOAM PLACED OVER SAND EL.=7.83 AND SET AT, OR ABOVE, FINISH GRADE PER EACH ACCESS MANHOLE AND SET TO FINISH GRADE. MANUFACTURERS RECOMMENDATIONS AIR RELEASE 5" OF SAND PLACED OVER DRIPLINE F.G.=7.1 f F.G. EL.=7.0t VALVES F.G. EL.=6.9 MIN. F.G. EL.=7.Ot ( ) CRAWL SPACE GROUND LEVEL f416 FLOOR -RE-CIRCULATION PIPE I-i/a" SCH 40 PVC L=2o't 10" EL.=4.6t I -' 2% SL PE (MIN.) FROM END OF L =11' - r TOP EL.= 6.0O SUPPLY & RETURN MANIFOLDS TO PC 6' PROVIDE.OUTLET 0 S=2% (MIN.) AT, OR ABOVE 10" L=2' �SINGULAIR TO PC) ALARM, EL.=2.67 INSTALL THRUS BLOCKS AT ALL BENDS HEADWORKS BOX (SEE DETAILS - SHEET 4) 26" Return line (SEE SHEET 5) 6-60' LINES 717 INV.=5.22t WATERTIGHT SEALED P2:/ 4 SCH 40 PVC TIMER OVERRIDE, EL.=2.50 Supply line INV.=6.10 INV.=6.10 AT HOUSE CONNECTIONS SINGU 0 S= 1% (MIN.) 24" 3' MINIMUM TIMER ON/OFF, EL.=2.00 WATERTIGHT SEALED DOSING SEPARATION TO INV.=5.00 TREAT EST. HIGH G.W. EL.�3.1 18" CONNECTIONS GROUNDWATER MOD PUMP OFF, EL.=1.83 SUGGESTED TIMED DOSING WITH THE FOLLOWING PARAMETERS: (SEE D FLOOR EL.= 0.50 16" HIGH-HEAD EFFLUENT PUMP 24 CYCLES DAY AT 3.7 GPM CYCLE FOR 5 MIN CYCLE MODIFY INTERIOR g" WATERTIGHT SEALED I TO BE SUPPLIED AND INSTALLED BY: 24 x 3.7 x 5 = 444.0 GPD (see Geoflow Field Flow for specifics) PLUMBING AS REQ'D CONNECTIONS awk WEBTROL M Engineered Products, , I c. 115v ESTIMATED ADJUSTED HIGH G.W., EL.=3.1 _ ��� BOTTOM EL.= (0.00) J & R Engineered Products, Inc. BOTTOM EL.= (0.00) INV.=4.67 INV.=4.50 1000 GALLON PUMP CHAMBER 44 Commercial St, Raynham, MA 02767 SOIL ABSORPTION SYSTEM (PROFILE) 6" CRUSHED SEPTIC TANKZTREATMENT UNIT RE-CIRCULATION (USE OUTLET END FOR INLET) 508-823-9566 STONE(TYP.) PUMP (by singulair) EXIST. GRADE NOTES: 1) ALL TANKS, COVERS AND PIPING SHALL BE WATERTIGHT. 10"(MIN.)/-F.G. EL.=6.9(MIN.) F.G. EL.=7.0 2) DRIPLINES SHALL BE INSTALLED OVER PREPARED SAND BASE. IV q 3) VEGETATIVE COVER MUST BE ESTABLISHED OVER DRIPLINE DISPERSAL AREA. STRIPOUT 3 4) S.A.S. MUST NOT BE DRIVEN OVER AND NO HEAVY EQUIPMENT SHALL BE REMOVE "A"&"B" HORIZON TO SUITABLE USED OVER THE S.A.S. DURING INSTALLATION. C' SOILS WITHIN THE S.A.S. FOOTPRINT. 12" 6 DRIPLINES, 3 LOOPS 12" 8 SPACING=1.6' 5) THE FUNCTIONING AND OPERATION OF THIS SEPTIC SYSTEM OR ITS COMPONENTS FILL WITH TITLE 5 SAND TO DRIPLINE 2) 5' 5'(mIn.) IS NOT GUARANTEED DURING, OR FOLLOWING, EXTREME WEATHER CONDITIONS EL.=6.1 AND THEN TO 5" ABOVE DRIPLINE a FIELD WIDTH = 10" INCLUDING, BUT NOT LIMITED TO, FLOODING OR WAVE.ACTION, REPAIR OR TO EL.=6.5t(SEE ALSO, NOTE 11). APPROVED FOR REPLACEMENT OF THE SEPTIC SYSTEM OR ITS COMPONENTS MAY BE REQUIRED (SEE S.A.S. LAYOUT-SHEET 3) 5' MINIMUM AFTER SUCH CONDITIONS. TO CELLAR WALL 6) CONTRACTOR SHALL VERIFY SEWER CONNECTION PIPE INVERT PRIOR TO INSTALLATION OF SEPTIC SYSTEM COMPONENTS. SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTION) 7) MANHOLES BROUGHT TO GRADE SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 8) PRE-INSTALL SEALED BOOTS AS SHOWN ON PLAN & PROFILE. N.T.S. 9) A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST UNITS, BUOYANCY CALCULATIONS SOIL LOG DESIGN CRITERIA Singulair Unit NUMBER OF BEDROOMS: 4 BEDROOMS Calculation based on Monolithic Singulair 960-500 H-10 Tank DATE: NOVEMBER 12, 2013 (REF.#14,218) SOIL TYPE: CLASS I by Acme Precast Corp, Falmouth, MA 508-548-9607 SOIL EVALUATOR: PETER MCENTEE PE, CSE DESIGN PERCOLATION RATE: <2 MIN./IN. BOTTOM OF UNIT EL.= (0.00) WITNESS: DONNA MIORANDI RS CSE DAILY FLOW: 440 GPD HIGH GROUNDWATER EL.=3.1 (LUNAR CYCLE HIGH-DEC 2013) DESIGN FLOW: 440 GPD BUOYANCY FORCE PER FOOT OF DEPTH: Elev. TP- 1 Depth Elev. TP-2 Depth GARBAGE GRINDER: NO 9.25' x 6.0' x 1' x 62.4 Ibs./cu.ft. = 3463.2 Ibs. 6.7 A 0" 6.7 A 0" LEACHING AREA REQUIRED: 440 GPD = 594.6 SF MAX. DISPLACEMENT = 3.1 (0.00) = 3.1' SANDY LOAM SANDY LOAM 0.74 GPD SF MAX. UPLIFT PRESSURE = 3.1' X 3463.2 Ibs ft = 10,735.9 Ibs. 1OYR 3/3 10YR 3/3 LEACHING AREA PROVIDED: 10' X 60' = 600 SF / 6.2 6" 6.2 6" DESIGN FLOW PROVIDED: 0.74 GPD/SF x 600 SF = 444 GPD( WEIGHT OF UNIT EMPTY = 14,500 lbs. B SANDY LOAM B DRIP LINE LENGTH REQUIRED: 594.6 SF)/(2 SF/LF) = 297.3 LF WEIGHT OF FILL OVER UNIT: 10YR 5 4 SANDY LOAM TOP = 9.25' x 6,0' x 1' x 110 Ibs./cu.ft. = 6105.0 Ibs. 5 4 / 10„ 1OYR 5/4 DRIPLINE PROVIDED = 60.0 LF x 6 LINES (3 LOOPS) = 360.0 LF COMBINED WEIGHT = 14,500 Ibs. + 6105 Ibs. = 20,605 Ibs. C1 5'2 C1 12 SEPTIC TANK PROVIDED: SINGULAIR 960-500 UNIT (REMEDIAL APPROVAL USAGE) PERC 20,605 Ibs > 10,736 Ibs O.K. MED. SAND 6'/18" MED. SAND PUMP CHAMBER PROVIDED: 1000 GALLON (MONOLITHIC H-20 TANK) H-20 Monolithic Pump Chamber 10YR 6/6 10YR 6/6 PUMP CHAMBER STORAGE CAPACITY Calculations are based on 1000 Gallon Monolithic Pump Chamber VOL/DOSE = 440 GPD/24 CYCLES/DAY = 18.3 GAL/DOSE by Acme Precast Corp, Falmouth, MA 508-548-9607 3,1 HIGH GW -_ 3.1 HIGH GW - WATER LEVEL RISE PER DOSE = 18.3 GAL 4-250 GAL/FT = 0.7 FT. BOTTOM OF PUMP CHAMBER EL.= (0.00) 2J STG. GW _ 48" ` STORAGE VOLUME _ (PC INVERT(IN) - HIGH WATER ALARM) x 250 GAL/FT HIGH GROUNDWATER EL.=3.1 C2 - 2.7 C2 STG. GW - 48" STORAGE VOLUME = (4.50 - 2.67) x 250 GAL/FT = 457.5 GALLONS BUOYANCY FORCE PER FOOT OF DEPTH: PROPOSED SEPTIC SYSTEM UPGRADE PLAN 7.67' x 6.0' x 1.0' x 62.4 Ibs/cu.ft. = 2871.6 Ibs MED. SAND MED. SAND MAXIMUM DISPLACEMENT = 3.1' - (0.0)= 3.1' 10YR 5/3 1OYR 5/3 846 & 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA MAX. UPLIFT PRESSURE = 3.1' x 2871.6 Ibs/ft = 8902.0 Ibs. WEIGHT OF EMPTY PUMP CHAMBER = 16,425 lbs. Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 WEIGHT OF FILL OVER UNIT: -2.3 108" -2.3 108" Engineering by: SCALE DRAWN JOB. NO. TOP = 7.67' x 6.0' x 1' x 110 Ibs./cu.ft. = 5062.2 lbs. PERC RATE = <2 MIN./INCH "B" HORIZON TP-1 Engineering Works, Inc. N.T.S. P.T.M. 249-13 COMBINED WEIGHT = 16,425 + 5062 = 21,487 lbs. HIGH GROUNDWATER. OBSERVED OVER LUNAR 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO, CYCLE IN MONITORING WELL - DECEMBER 2013 21,487 Ibs > 8902.0 Ibs O.K. (508) 477-5313 12/26/13 P.T.M. 2 of 4 I O } s GENERAL NOTES 1" PVC 1. THE SINGULAIR O MODEL 960 IS SOLD AND SERVICED EXCLUSIVELY BY SIGMUND UNDERGROUND POWER SUPPLY RE-CIRCULATION PIPE POLY-LOK BASIN ENVIRONMENTAL SERVICES INC. (SESI), 49 TO AERATOR AND RE—CIRCULATION TO PRETREATMENT 24"X36" BASIN OR PALIVILION AVE., PROVIDENCE, RI 02905. PUMP CHAMBER APPROVED EQUAL 2. RI DEM & MA DEP REQUIRE THAT SESI ALTERNATE INLET REVIEW THE PLANS PRIOR TO SUBMISSION. LOCATION UL LISTED WEATHERPROOF SESI WILL REVIEW PLANS ONLY FOR BIO-KINETIC 110V ELECTRICAL CONFORMITY WITH GENERAL LAYOUT AND SYSTEM ENCLOSURE DIMENSIONS AND NOT FOR APPLICABILITY OF USE. POLY—LOK BASIN 3. ON DEEPER INSTALLATIONS, PRECAST 24"X36" BASIN OR RISERS MUST BE USED TO EXTEND AERATOR MOUNTING CASTING AND APPROVED EQUAL 4" DIAMETER 4 DIAMETER BIO—KINETIC® SYSTEM MOUNTING CASTING A I A INLET AND TEE OUTLET TO GRADE. INSPECTION COVER ON / T� T DEVELOPED ETO WITHIN CHAMBERNT TWELVE INCHES = I ®� `O� O — --.► OF GRADE. 4" DIAMETER I �� 4 MUST ALL IBEUACCESSLAJR OABLE ADEL T GRADEFOR RISER COVERS INLET LINE -- ABS ROBUSTA 100 W/ SERVICE AND INSPECTION. 4" DIAMETER TS RE—CIRCULATION I AERATOR I EFFLUENT PUMP OR APPROVED 5. REMOVABLE COVERS ON RISERS WEIGH L___ L_ �1 LINE EQUAL IN EXCESS OF SEVENTY FIVE POUNDS REMOVABLE EACH TO PREVENT UNAUTHORIZED INSPECTION COVER I ACCESS. WITH CAST-IN-PLACE CONCRETE .. 1" PVC : ,r: :, ..,•.;•. HANDLE s'-a" RE-CIRCULATION ANTI-FLOATATION ;. PIPE COLLAR AS NEEDED �:.`'� ;: ADDITIONAL NOTES BY DESIGN PLAN VIEW :~':'�' 1. CONTROL PANEL SHALL BE MOUNTED ON THE OUTSIDE OF A BUILDING IN THE VICINITY OF THE SINGULAIR, FOR ACCESS BY THE OPERATOR RE—CIRCULATION BASIN DETAIL DURING SERVICE, ALTERNATIVE: PUMP MAY BE SET WITHIN 2• INSTALLATION SHALL BE INSPECTED AND A CERTIFIED START—UP THE PROPOSED 1000 GALLON PERFORMED BY AN AUTHORIZED OPERATOR BY THE MANUFACTURER. PUMP CHAMBER 3. DETAIL SHOWS RE—CIRCULATION PUMP IN SEPARATE HOUSING. THE RE— REMOVABLE BIO—KINETIC®SYSTEM CIRCULATION PUMP MAY RESIDE IN THE 1500 GALLON PUMP CHAMBER INSPECTION COVER SINGULAIR MOUNTING RISER AND SINGULAIR SHOWN ON SEPTIC PROFILE. CONTRACTOR SHALL CONSULT WITH WITH CAST-IN-PLACE AERATOR BIO-KINETIC COVER SINGULAIR AS TO PREFERENCE. HANDLE SYSTEM DEPTH OF 4. A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST FILL 1'-2' UNIT. T 1'-5" 5. THE OWNER SHALL HAVE A PERPETUAL OPERATION & MAINTENACE 18" 4" DIAMETER AGREEMENT FOR THIS UNIT. o EFFLUENT 4" INLET AND OUTLET LINE SINGULAIR® BIO—KINETIC® INTEGRATED PIPE GASKET CONNECTION _ — O :O:U'rLET o WASTEWATER TREATMENT SYSTEM WITH STAINLESS - — STEEL RETRACTABLE ,. MODEL 960 CLAMP 5'-0" 500 GPD TREATMENT CAPACITY CONTRACTOR TO ' � I77 I Siegmund Environmental Services, Inc. INSTALL 4" SDR 49 Pavilion Avenue, Providence, RI 02905 35 PVC TEE E31 \ _ I I — / Tel: 401 785 0130 Fax: 401 785 3110 RE—CIRCULATION BASIN (SEE DETAIL) L �-� PROPOSED SEPTIC SYSTEM UPGRADE PLAN FINAL —6'-0" 846 & 848 CRAWILLE BEACH ROAD, CENTERVILLE, MA CLARIFICATION PRE—TREATMENT EXTENDED BIO—STATIC CHAMBER Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 CHAMBER AERATION SECTION A—A SLUDGE Engineering by: SCALE DRAWN JOB. NO. CHAMBER RETURN OUTLET END VIEW Engineering Works, Inc. N.T.S. P.T.M. 249-13 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 12/26/13 P.T.M. 3 of 4 © WASTEFLOW HEAOWORKS WITH VORTEX FILTER AND FLUSH VALVES FLEX PVC OR GEOFLOW DRIPUNE BLANK FLOWFLO PUNE FA] AIR/VACUUM BREAKER WASTE(DET L 407) ® PRESSURE REGULATOR ADAPTER 4.75" 25 (LTSUP 600)COMPRESSIONFROM PUMP j•� TO FIELD ,�J 1 ll� CLUE INTO 3/4 OR 1/2 W01 PVC 91P • : SUPPLY MANIFOLD -� O FLUSH VALVE 12,5" 12" SLOPE ZONE VALVE FLUSH RETURN/ .. . . . . . . . . . • . . . . FR0 CHECK VALVE „ 16 PVC TEE(SxSXS) a ® INDEX VALVE ►� 25" PVC PIPING P RETURN MANIFOLD 5770NIM SIMPLE WASTEFLOW HEADWORKS BOX-DIMENSIONS 0@011M MANIFOLD CONNECTION PVC TO ADAPTER 1"AND 3/4"MODELS "d To S=b 504 SECTION aaaaW10 ---2 WOPLOW 58s ° SINGLE ZONE LOOPED SYSTEM SCHEMATIC Not To Soda FINISH GRADE 0M I GEOFLow® 6" ROUND VALVE BOX aRNADCUWUM BREAKER /Z % •,-1".THREAD DIAMETER SCH. 80 NIPPLE �Rgpk o,Fpo FINISH GRAD A /\ (LENGTH AS REQUIRED) �� ( ��F VALVE BOX SCH 80 UNION BRICK SUPPORTS '' '; +• ! '' 4 • p (THREE) V J/ C�F( CVC� I"PVC COUPLING r VORTEX FILTER PVC PVC LATERAL LINE PEA GRAVEL SUMP 1' PVC COUPLING ipJ O�A�� � PVC MAINLINE gpgARFS40 PRESSURE GAUGE AR VENT SAC�S �R( FILTER AND FLUSH LINE FIE VAL�tiUSN I Up �. J IPS FLEX PVC. (B��) PVC PIPING AND FITTING yqy�<Yq�F I"PVC COUPLIN \ SCH 80 UNION—� 0 1" AIR VACUUM RELIEF o o END FEED FLUSH MANIFOLD�� 0 522 SECTION alT.S* 653 BRICK (PLUMBED TO PVC) SECTION SUPPORTS -- a (ONE AT EACH CORNER) Design Changes for GEOFLOW in Cold Weather Climates 1 CU. FT. PEA GRAVEL SUMP 1. 1-1/4" SCH 40 PVC shall be used for the Supply and Return manifolds. NOTE: Consult with J & R Sa12S & services for latest GEOFLOW DRIPLINE 2. Maintain a minimum of 2% slope on the trench bottom from the top of the modifications to Headworks Box. manifold to the pump chamber to allow system to drain. GEOFLOW(LTC-600)LOCKSLIP COUPLING 3. Supply and Return manifolds shall be covered with flexible insulation @WQa0°W SIMPLE WASTEFLOW HEADWORKS BOX- MANUAL before system is bockfilled; 1/2" - 3/4" washed stone shall be used in the 5 SECTION SCHEMATIU Not To Soda trench(es) as a base for the manifolds. osos IGEOFLOW01 4. Air vents must be located at the high points in the field to allow the system 2 FEET MINIMUM to drain correctly. OR A..0• WISE SPECIFIED 5. Two feet of 1/2" - 3/4" washed stone shall be used under the air vent boxes to encourage the warmer air from below to travel up. 6. Air vent boxes shall be lined with a flexib le insulation: Styrofoam peanuts GEOFLOW(LTC-600)LOQ(S.IP COUPLING may also be used as additional insulation. PROPOSED SEPTIC SYSTEM UPGRADE PLAN ' 7. Any changes to to proposed design shall be as approved by J & R Sales, the Design Engineer and Local Board of Health Official. 846 & 848 CRAWILLE BEACH ROAD, CENTERVILLE, MA 8. Pump and floats, Control Panel and Geoflow drip dispersal system are to be provided and installed by J & R Sales & Service, Inc., 44 Commercial Street, Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 Roynhom, MA 02767, Tel (508) 823-9566. En b SCALE DRAWN JOB. NO. o Engineering o LOCKSLIP COUPLING (LTC-600) 9• e y� A 5LGTIUN at To8" 9. Supplier shall provide supervision, inspection and certication of system operation Engineering Works, Inc. N.T.S. P.T.M. 249-13 during and at the completion of installation. 10. The owner shall have a perpetual operation & maintenocne agreement for this 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. -component. (508) 477-5313 12/26/13 P.T.M. 4 of 4 y LEGEND N ED BED - 20 -- EXISTING CONTOUR N ® 8BED RM. RM, BED RM. x 20.12 EXISTING SPOT GRADE s Conferen1e - PROPOSED CONTOUR Ce to BATH © PROPOSED SPOT GRADE �. Herrn ero BATH 9:-4 W OVERHEAD WIRES �e�r tKITCH. LIV. RM. LIV. RM. W EXISTING WATER SERVICE Cen�eN m Shod eeo`� OPac o ENTRY KITCH. ENTRY Q_ G EXISTING GAS SERVICE h s /�/ Southwinds OrTEST PIT Beoch Rd. Road o ENTRY Y BENCHMARK uon9 m N LOCU FLOOR PLAN Centerville Harbor AIR RELEASE VALVES GENERAL NOTES: LOCUS MAP 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF NOT TO SCALE ABUTTING 1000 GALLON HEALTH AND THE DESIGN ENGINEER. PUMP CHAMBER 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE HOUSE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: EFFECTIVE LEACHING AREA -310 CMR 15.405(a)(b)&(h)-CONTENTS OF LOCAL UPGRADE APPROVAL 1) A 5' variance, S.A.S. to property line(side), for a 5' setback. DRIPLINE LOOPS ,� 2) A 5' variance, S.A.S. to property line(rear), for a 5' setback. �, 3) A 1' variance, septic tank to property line(side), for on 9' setback. h r_ S 82.38150 W 73 85, ABUTTING 4) A 4' variance, pump chamber to property line(side), for a 6' setback. HOUSE / /�� 5) A 1' variance, septic tank to crawl space, for a 9' setback. s a en �) 6) A 4' variance, pump chamber to crawl space, for a 6' setback. �) 7.17 _ �_____ -- 7) A 2' variance to the required 5' separation between maximum I seasonal high groundwater elevation and bottom of S.A.S., for Jr+ 1 a 3' separation. Request Remedial Approval Usage of a SINGULAIR 810-KINETIC WASTEWATER TREATMENT SYSTEM in conjunction with a Y _ - 6.. - _ 6 r0 [� Geoflow Drip Dispersal System. •'' -- --____ - r e �� R�+ ��/ �) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO 7 _ lr INSPECTION AND APPROVAL BY THE BOARD OF HEALTH & DESIGN ENGINEER. 7• Cq �� 6.81 \ ��• /�� 1 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM cV \� 9 %Q' �6'� �O4 y BEOSE FORESHOWN HEREON SHALL CONSTRUCTION CONTINUES.BREPORTED TO THE DESIGN ENGINEER •"' �' 7 i7`� EXISTIN DU X, 846 O>+ 5. ALL ELEVATIONS BASED ON AN N.G.V.D. l 848 ` PROPOSED SINGULAIR 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE 4 �� BUl DING 7 62 CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR /// TREATMENT UNIT PROPER INSPECTIONS DURING CONSTRUCTION. /TOF=7.83 (NGVD)j T �N1 y.w 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I r N G (crawl space fl or, EL.=4.58) 7 `....` H' 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. STONE•: 7,38• N /`t,-1 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN 0 ,48 � 7 WALK 4 �DRIVEWA • THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. N;Vd STP 0 C 7,41 > .;_.t,: 7,47 7.2 / • Benchmark Set 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS • r� Lot 15 _ L���� >., , ::' / OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. / 7,99 " -�'�.MBLU 2_26-175 5 x 7.37 • Right cor. bot. step �� 5 2 EL.=7.87 NGVD 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH / < ) 7,88 � �9. `fi'6��� S' � x 7.85 'S- b �� • THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). Q�+ 8,31 �� D �' �.. 7.31 THE 5' OVERDIG IS NOT REQUIRED FOR DRIP DISPERSAL SYSTEMS. II x 8 61 • it roi� e �i R •1^ `X/ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY - """ THE DESIGN ENGINEER & BOARD OF HEALTH PRIOR TO BACKFILL. 8.58 8.58 x(3131 $•32' x 7'77 ' 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMANTED EXISTING SEPTIC 8,03 8� I ^ P 9,65/� • v 7.54 SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE STABILITY OF ADJACENT STRUCTURES. 7,87 edge of pavement 7.57 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND FLOOD PLAIN DATA 7,64 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. FIRM PANEL #25, 19 000a o CRAIG V ILLE BEACH ROAD ����� �F Mgss9� PROPOSED SEPTIC SYSTEM UPGRADE PLAN REVISED: JULY 2, 1992 � do ZONE A10 (EL 11) M�NTEE, 846 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA WETLAND CONSULTANT CIVIL No. 35109 Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 VACCARO OWNER OF RECORD SO Engineering b SCALE DRAWN Joe. No. Environmental Consulting �'f�/SZ 9 9 y' P.O. Box 955 SCHORTMAN, WILLIAM A & MAXINE R FS �� 1"=20' P.T.M. Sandwich, MA 02563 72 BROAD BROOK ROAD Engineering Works, Inc. 249-13 Sand 888-5855 BROAD BROOK, CT 06016 2` 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 12/26/13 P.T.M. 1 Of 4 t PROPOSED SINGULAIR TANK � PROPOSED PUMP CHAMBO 5" LOAM PLACED OVER SAND TOP OF FOUNDATION INSTALL RISERS & COVERS OVER EACH MANHOLE PROVIDE RISERS WITH FRAMES & COVERS OVER 5" OF SAND PLACED OVER DRIPLINE EL.=7.83 AND SET AT, OR ABOVE, FINISH GRADE PER EACH ACCESS MANHOLE AND SET TO FINISH GRADE. MANUFACTURERS RECOMMENDATIONS AIR RELEASE FIG.=7.1 t F.G. EL.=7.Ot VALVES F.G. EL.=6.9(MIN.) F.G. EL=7.Ot dj CRAWL SPACE GROUND LEVEL 1-1/4" SCH 40 PVC L=20't 10" FLOOR -RE-CIRCULATION PIPE / EL.=4.6t I - , 2� SLOPE (MIN.) FROM END OF L =11' I- TOP EL.= 6.00 SUPPLY & RETURN MANIFOLDS TO PC _ 6' PROVIDE OUTLET 0 S=2% (MIN. - (SEE DETAILS - SHEET 4) HEADWORKS BOX AT, OR ABOVE 10" L=2' (SINGULAIR TO PC) ALARM, EL.=3.00 30„ -Return line (SEE SHEET 5) 6-60' LINES INV.=5.22t WATERTIGHT SEALED PROPOSED 4" SCH 40 PVC .TIMER OVERRIDE, EL.=2.67 Supply line INV.=6.10 INV.=6.10 3' MINIMUM AT HOUSE ( 28" CONNECTIONS SINGULAIR BIO-KINETIC ® S= 1% MIN.) TIMER ON/OFF, EL.=2.17 WATERTIGHT SEALED DOSING SEPARATION TO INV.=5.00 TREATMENT SYSTEM EST. HIGH G.W. EL.-3.1 20" CONNECTIONS GROUNDWATER MODEL 960-500 PUMP OFF, EL.=2.00 SUGGESTED TIMED DOSING WITH THE FOLLOWING PARAMETERS: (SEE DETAIL-SHEET 4) 18" HIGH-HEAD EFFLUENT PUMP 24 CYCLES DAY AT 3.7 GPM CYCLE FOR 5 MIN CYCLE FLOOR EL.= 0.50 MODIFY INTERIOR 8" WATERTIGHT SEALED TO BE SUPPLIED AND INSTALLED BY: 24 x 3.7 x 5 = 444.0 GPD (see Geoflow Field Flow for specifics) PLUMBING AS REQ'D CONNECTIONS WEBTROL MODEL101 W68T-SP, 0.5 HP, 115v BOTTOM EL.= (0.00) J & R Engineered Products, Inc. ESTIMATED ADJUSTED HIGH G.W., EL.= .1 BOTTOM EL.= (0.00) INV.=4.67 INV.=4.50 J1000 GALLON PUMP CHAMBER 44 Commercial St, Raynham, MA 02767 SOIL ABSORPTION SYSTEM (PROFILE) 6" CRUSHE SEPTIC TANK/TREATMENT UNIT RE-CIRCULATION (USE OUTLET END FOR INLET) 508-823-9566 STONE(TYPg PUMP (by singulair) EXIST. GRADE Ilk Ilk NOTES: 1) ALL TANKS, COVERS AND PIPING SHALL BE WATERTIGHT. 10"(MIN.)/-F.G. EL=6.9(MIN.) F.G. EL.=7.0 2) DRIPLINES SHALL BE INSTALLED OVER PREPARED SAND BASE. w // m 3) VEGETATIVE COVER MUST BE ESTABLISHED OVER DRIPLINE DISPERSAL AREA. STRIPOUT z A A 4) S.A.S. MUST NOT BE DRIVEN OVER AND NO HEAVY EQUIPMENT SHALL BE REMOVE "A"&"B" HORIZON TO SUITABLE i= USED OVER THE S.A.S. DURING INSTALLATION. C' SOILS WITHIN THE S.A.S. FOOTPRINT. Ej 12" 6 DRIPLINES, 3 LOOPS 12" 8 5) THE FUNCTIONING AND OPERATION OF THIS SEPTIC SYSTEM OR ITS COMPONENTS FILL WITH TITLE 5 SAND TO DRIPLINE $ 5' SPACING=1.6' S'(min.) IS NOT GUARANTEED DURING, OR FOLLOWING, EXTREME WEATHER CONDITIONS EL.=6.1 AND THEN TO 5" ABOVE DRIPLINE a FIELD WIDTH = 10" INCLUDING, BUT NOT LIMITED TO, FLOODING OR WAVE ACTION. REPAIR OR TO EL.=6.5t(SEE ALSO, NOTE 11). (SEE S.A.S. LAYOUT-SHEET 3) APPROVED FOR REPLACEMENT OF THE SEPTIC SYSTEM OR ITS COMPONENTS MAY BE REQUIRED 5' MINIMUM AFTER SUCH CONDITIONS. TO CELLAR WALL 6) CONTRACTOR SHALL VERIFY SEWER CONNECTION PIPE INVERT PRIOR TO INSTALLATION OF SEPTIC SYSTEM COMPONENTS. SOIL ABSORPTION SYSTEM (SECTION) 7) MANHOLES BROUGHT TO GRADE SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. SEPTIC SYSTEM PROFILE 8) PRE-INSTALL SEALED BOOTS AS SHOWN ON PLAN & PROFILE. 9) A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST UNITS. N.T.S. ' BUOYANCY CALCULATIONS SOIL LOG Singulair Unit DESIGN CRITERIA Calculation based on Monolithic Singulair 960-500 H-10 Tank DATE: NOVEMBER 12, 2013 (REF.#14,218) NUMBER OF BEDROOMS: 4 BEDROOMS by Acme Precast Corp, Falmouth, MA 508-548-9607 SOIL EVALUATOR: PETER MCENTEE PE, CSE SOIL TYPE: CLASS I BOTTOM OF UNIT EL.= (0.00) WITNESS: DONNA MIORANDI RS CSE DESIGN PERCOLATION RATE: <2 MIN./IN. HIGH GROUNDWATER EL.=3.1 (LUNAR CYCLE HIGH-DEC 2013) Elev. TP- 1 Depth Elegy. TP-2 Depth DAILY FLOW: 440 GPD BUOYANCY FORCE PER FOOT OF DEPTH: DESIGN FLOW: 440 GPD 9.25' x 6.0' x 1' x 62.4 lbs./cu.ft. = 3463.2 lbs. 6.7 A 0 6.7 A 0 GARBAGE GRINDER: NO MAX. DISPLACEMENT = 3.1 - (0.00) = 3.1' SANDY LOAM SANDY LOAM MAX. UPLIFT PRESSURE = 3.1' X 3463.2 Ibs/ft = 10,735.9 lbs. 6.2 10YR 3/3 10YR 3/3 LEACHING AREA REQUIRED: 440 GPD = 594.6 SF 0.74 GPD" SF WEIGHT OF UNIT EMPTY = 14,500 lbs. B SANDY LOAM 6" 6.2 B 6 DRIP LINE LENGTH REQUIRED: (594.6 SF)/(2 SF/LF) = 297.3 LF WEIGHT OF FILL OVER UNIT: 1OYR 5/4 SANDY LOAM TOP = 9.25' x 6.0' x 1' x 110 Ibs./cu.ft. = 6105.0 lbs. 5.4 10„ 10YR 5/4 DRIPLINE PROVIDED = 60.0 LF x 6 LINES (3 LOOPS) = 360.0 LF 5.2 SEPTIC TANK PROVIDED: SINGULAIR 960-500 UNIT REMEDIAL APPROVAL USAGE COMBINED WEIGHT = 14,500 lbs. + 6105 lbs. = 20,605 lbs. C1 PERC C1 12" ( ) 20,605 Ibs > 10,736 Ibs O.K. MED. SAND 6 /18 MED. SAND PUMP CHAMBER PROVIDED: 1000 GALLON (MONOLITHIC H-20 TANK) 10YR 6/6 10YR 6/6 PUMP CHAMBER STORAGE CAPACITY H-20 Monolithic Pump Chamber Calculations are based on 1000 Gallon Monolithic Pump Chamber ATEDOSE = 440 GPD/24 CYCLES/DAY = 18.3 GAL/DOSE W by Acme Precast Corp, Falmouth, MA 508-548-9607 3.1 HIGH GW -_ 3.1 HIGH GW _ WATER LEVEL RISE PER DOSE = 18.3 GAL M-250 GAL/FT = 0.7 FT. BOTTOM OF PUMP CHAMBER EL.= (0.00) STORAGE VOLUME _ (PC INVERT(IN) - TIMER ON/OFF - RISE PER DOSE) x 375 GAL/FT 2.7 STG. GW - 48" 2.7 STG. GW - 48" STORAGE VOLUME = (3.00 - 0.67 - 0.07) x 250 GAL/FT = 565 GALLONS HIGH GROUNDWATER EL.=3.1 C2 - C2 - BUOYANCY FORCE PER FOOT OF DEPTH: " PROPOSED SEPTIC SYSTEM UPGRADE PLAN 7.67' x 6.0' x 1.0' x 62.4 Ibs/cu.ft. = 2871.6 Ibs MED. SAND MED. SAND MAXIMUM DISPLACEMENT = 3.1' - (0.0)= 3.1' 10YR 5/3 10YR 5/3 846 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA MAX. UPLIFT PRESSURE = 3.1' x 2871.6 Ibs/ft = 8902.0 Ibs. WEIGHT OF EMPTY PUMP CHAMBER = 16,425 lbs. s Prepared for: Bill Schortman, 72 Broad Brook Rd, Broad Brook, CT 06016 WEIGHT OF FILL OVER UNIT: -2.3 108" I -2.3 1 108" Engineering by: SCALE DRAWN JOB. NO. TOP = 7.67' x 6.0' x 1' x 110 Ibs./cu.ft. = 5062.2 Ibs. PERC RATE = <2 MIN./INCH "B" HORIZON TP-1 Engineering Works, Inc. N.T.S. P.T.M. 249-13 COMBINED WEIGHT = 16,425 + 5062 = 21,487 lbs. HIGH GROUNDWATER OBSERVED OVER LUNAR 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 21,487 Ibs > 8902.0 Ibs O.K. CYCLE IN MONITORING WELL - DECEMBER 2013 (508) 477-5313 12/26/13 P.T.M. 2 of 4 n ' s t GENERAL NOTES f i ' 1 PVC 1. THE SINGULAIR®MODEL 960 IS SOLD AND SERVICED EXCLUSIVELY BY SIGMUND UNDERGROUND POWER SUPPLY RE—CIRCULATION PIPE POLY—LOK BASIN ENVIRONMENTAL SERVICES INC. (SESI), 49 TO AERATOR AND RE—CIRCULATION TO PRETREATMENT 24"X36" BASIN OR PALIVILION AVE., PROVIDENCE, RI 02905. PUMP CHAMBER APPROVED EQUAL 2. RI DEM & MA DEP REQUIRE THAT SESI ALTERNATE INLET REVIEW THE PLANS PRIOR TO SUBMISSION. LOCATION UL LISTED WEATHERPROOF SESI WILL REVIEW PLANS ONLY FOR 810—KINETIC 11OV ELECTRICAL CONFORMITY WITH GENERAL LAYOUT AND SYSTEM ENCLOSURE DIMENSIONS AND NOT FOR APPLICABILITY OF USE. POLY—LOK BASIN 3. ON DEEPER INSTALLATIONS, PRECAST 24��X36�� BASIN OR RISERS MUST BE USED TO EXTEND AERATOR MOUNTING CASTING AND APPROVED EQUAL 4" DIAMETER 4 DIAMETER BIO—KINETIC® SYSTEM MOUNTING CASTING A I A INLET AND TEE OUTLET TO GRADE. INSPECTION COVER ON PRETREATMENT CHAMBER MUST BE TL T DEVELOPED TO WITHIN TWELVE INCHES �r0=0 OF GRADE. 4 DIAMETER I �`� ��"�� 4 MUST ALL SINGULAIR BEU CCE SOABLE ATDEL OGRA ER OR COVERS "INLET LINE -- ABS ROBUSTA 100 W� SERVICE AND INSPECTION. 4" DIAMETER TS RE-CIRCULATION AERATOR I EFFLUENT PUMP OR APPROVED 5. REMOVABLE COVERS ON RISERS WEIGH J LINE EQUAL IN EXCESS OF SEVENTY FIVE POUNDS REMOVABLE EACH TO PREVENT UNAUTHORIZED INSPECTION COVER I ACCESS. WITH CAST-IN-PLACE 1" PVC CONCRETE , ;,.. , .. HANDLE 9'-3" RE—CIRCULATION ANTI—FLOATATION PIPE COLLAR As NEEDED .:::'�:;: ADDITIONAL NOTES BY DESIGN •''` "' '' PLAN VIEW 1. CONTROL PANEL SHALL BE MOUNTED ON THE OUTSIDE OF A BUILDING IN THE VICINITY OF THE SINGULAIR, FOR ACCESS BY THE OPERATOR RE—CIRCULATION BASIN DETAIL DURING SERVICE. F ALTERNATIVE: PUMP MAY BE SET WITHIN 2• INSTALLATION SHALL BE INSPECTED AND A CERTIFIED START—UP THE PROPOSED 1000 GALLON PERFORMED BY AN AUTHORIZED OPERATOR BY THE MANUFACTURER. PUMP CHAMBER 3. DETAIL SHOWS RE—CIRCULATION PUMP IN SEPARATE HOUSING. THE RE— REMOVABLE BIO—KINETIC®SYSTEM CIRCULATION PUMP MAY RESIDE IN THE 1500 GALLON PUMP CHAMBER INSPECTION COVER SINGULAIR MOUNTING RISER AND SINGULAIR SHOWN ON SEPTIC PROFILE. CONTRACTOR SHALL CONSULT WITH BIO—KINETIC SINGULAIR AS TO PREFERENCE. WITH CAST-IN-PLACE AERATOR SYSTEM COVER HANDLE DEPTH OF 4. A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST -r ,'_s" FILL 1'-2' UNIT. 18" 4" DIAMETER o EFFLUENT 4" INLET AND OUTLET LINE SINGULAIR® BIO—KINETIC® INTEGRATED PIPE GASKET CONNECTION O OUTLETWASTEWATER TREATMENT SYSTEM WITH STAINLESS 70 - STEEL RETRACTABLE MODEL 960 NR CLAMP 5'-0" 500 GPD TREATMENT CAPACITY s-1" Siegmund Environmental Services, Inc. CONTRACTOR TO INSTALL 4" SDR 49 Pavilion Avenue, Providence, RI 02905 35 PVC TEE RE—CIRCULATION ED Tel: 401 785 0130 Fax: 401 785 3110 BASIN (SEE DETAIL) PROPOSED SEPTIC SYSTEM UPGRADE PLAN FINAL 6'-0" � 846 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA CLARIFICATION PRE-TREATMENT EXTENDED BIO-STATIC CHAMBER Prepared for: Bill Schortmon, 72 Broad Brook Rd, Broad Brook, CT 06016 CHAMBER AERATION SECTION A—A SLUDGE Engineering by: SCALE DRAWN Engineering WoYks, Inc. CHAMBER RETURN OUTLET END VIEW N.T.S.N T.S. P.T.M.P249-13 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 12/26/13 P.T.M. 3 of 4 yS WASTEFLOW HEADWORKS WITH t, AND VORTEX VALVES FLEX PVC OR GEOFLOW DRIPUNE BLANK LOW GEOFLOW PONE AIR/VACUUM BREAKER WASTEe (DET91L 407) ® PRESSURE REGULATOR 4.75" 25 GEOFLOW(LTSJP B00)COMPRESSION. FROM PUMP ja TO FIELD pppp A 111 GLUE INM 3/4 OR 1/2 PICN PVC 91P SUPPLY MANIFOLD -e► O FLUSH VALVE 12" 2.5" 7/� SLOPE ZONE VALVE E FLUSH RETURN/ •• • • • • • • • • • • • . . FROM. 1 CHECK VALVE /'1� PVC TEE(SxSxS) O / ® INDEX VALVE 25" PVC PIPING P t RETURN MANIFOLD 577 @989MIMI SIMPLE WASTEFLOW HEADWORKS BOX-DIMENSIONS o o MANIFOLD CONNECTION PVC TO ADAPTER V AND 3/4"MODELS W To swe S SECTION ad%&& (M@MOM7 SINGLE ZONE LOOPED SYSTEM SCHEMATIC 586 Not To Soot, FINISH GRADE 6" ROUND VALVE BOX GEOFLOW APVBK-1 AIR/VACUUM BREAKER .1"•THREAD DIAMETER SCH. 80 NIPPLE FINISH GRAD (LENGTH AS REQUIRED) \/ j F NF \\ VALVE BOX SCH 80 UNION BRICK SUPPORTS 1 � + r + ~ FILTER-r 1 (THREE) ,..':i.:. ..�,:,•� p� / / 1'PVC COUPUNo--� ( VORTEX PVC LATERAL UNE--+ PEA GRAVEL SUMP To PVC MAINLINE • � � 1' PVC COUPLING qA RS`j N ur: T SAC H FLUSH LINE LINE TER AND FIE IPS FLEX PVC— O VALVE \ (BALLrr PVC PIPING AND FITTING �FYq�E' t'PVC calPUN SCH 80 UNION—` MgN ° 1" AIR VACUUM RELIEF � ° ° END FEED FLUSH MANIFOLD a a a 522 oSECTION �� E0- BRICK (PLUMBED TO PVC) CTION NA tib eew SUPPORTS a (ONE AT EACH CORNER) 1 CU. FT. PEA Design Changes for GEOFLOW in Cold Weather Climates GRAVEL SUMP GEOFLOW DRIPLINE 1. 1-1/4" ISu ply and Return manifolds. NOTE: Consult with � & R Sales & services for latest SCH 40 PVC shall be used for the p modifications to Headworks Box. 2. Maintain a minimum of 2% slope on the trench bottom from the top of the GEOFLOW(LTC-600)LOCK�IP COUPLING manifold to the pump chamber to allow system to drain. ° 0�7 SIMPLE WASTEFLOW HEADWORKS BOX- MANUAL 3. Supply and Return manifolds shall be covered with flexible insulation 576 SECTION SCHEMATIC Not To seal, before system is backfilled; 1/2" — 3/4" washed stone shall be used in the 09.02 IGEOFLOW trench(es) as a base for the manifolds. ]FEET.*,M INIMUM 4. Air vents must be located at the high points in the field to allow the system SE SPECIFIED to drain correctly. 5. Two feet of 1/2" — 3/4" washed stone shall be used under the air vent boxes to encourage the warmer air from below le insvel up. PROPOSED SEPTIC SYSTEM UPGRADE PLAN GEOFLOW(LTC-600)LOCKSUP COUPLING 6. Air vent boxes shall be lined with a flexible insulation: Styrofoam peanuts eEa�owWAS1EFLOWDPoPl1NE may also be used as additional insulation. ; 846 848 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA 7. Any changes to to proposed design shall be'as approved by J & R Sales, the Design Engineer and Local Board of Health official. Prepared for: Bill Schortmon, 72 Broad Brook Rd, Broad Brook, CT 06016 8. Pump and floats, Control Panel and Geoflow ,drip dispersal system are to be Engineering b SCALE DRAWN JOB. NO. ����LOCKSLIP COUPLING LTC-600 provided and installed by J & R Sales & Service, Inc., 44 Commercial Street, 9 9 y' �tmt Roynhom, MA 02767, Tel (508) 823-9566. j Engineering Works, Inc. N.T.S. P.T.M. 249-13 -5 9. Supplier shall provide supervision, inspection and certication of system operation 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. during and at the completion of installation. 1 (508) 477-5313 12/26/13 P.T.M. 4 Of 4 1