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I � � S•-` - � � �\\ � � � _ . . 1 � � � f - I - t � � � �� �� ..� _ � � . � � I , ' i � i �- 1 I � 4 -FROM OCEAN VIEW MOTEL CAPE COD MA FAX NO. 508 775 1962 Jana 02 2008 04:32PM P2 i L 40 b 4D S t t o � Y fo 40 k I o � FROM,: OCEAN"UIEW MOTEL CAPE COT�TA FAX' O. 508 775 1962 Jan. 02 2008 04:32PM P1 Q oa 'V 1 cp �� a V P �t OFF t�ly Barnstable Town of Barnstable ELARNSTAB` Board of Health 11.r mass g $ i639. �0 �Fe► '�A 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 August 30, 2014 Mr. Ray Daly Th Oceanview Motel 966 Craigville Beach Road Centerville MA, 02632 RE.. Sampling of Wastewater Effluent from your Innovatf '6/Alternative.System at 966.Craigville'Motel,`966 Craigville B-each,-Road., A=226=007 Dear Mr. Daly, Your request to reduce sampling and monitoring of the wastewater effluent from your onsite sewage disposal system consisting of innovative/alternative technology at 966 Craigville Beach Road is not granted. A public hearing was held before the Board of Health on May 13, 2014. According to the Carmody database used for collecting data in regards to operation and maintenance of all innovative/alternative systems on Cape Cod, the monitoring contract for this system was cancelled on August 11, 2010. There were no (zero) reports of any monitoring conducted in 2011, three reports in 2012, only one monitoring reported in 2013, and no (zero) monitoring reports in 2014. Also, two of the test results revealed high levels of Total Nitrogen on September 17, 2013 (43 mg/L) and on August 18, 2009 (39.58 mg/L). Therefore, the Board denied your request for a reduction in monitoring. At this time, you must continue with the current frequency of testing of the wastewater effluent from the I/A system at your property: ❖ The wastewater effluent shall continue to be tested quarterly per year. Operation and Maintenance Inspections shall be conducted on a regular basis in accordance with MA DEP Regulations. Once the oard rece' s eight tests results, you may request a reduction in monitoring. Sincer y ' Way fl �M. Chairman i � r , QX F1LES\OceanViewMotelMonitoring2014.doc THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR I QUALITY OR IGINALS) I M �C,= N L DATA `l Gkv �T ii o I f�J L N 5 Pc L 1 / b /V 3 ,L O '� 1� S C i 1 c A`/;Aj S r CWl Its t 1. ' ; no C�UTtr�i ��� /-ail- a2C3-Z is Q ��.,�b�� ���y A 'i S �c ,; r RCG " to— I Aj _LNSP��1 � b S oti � ♦ S r �A�/i,�,s �( � C T2 L( � . M S'bE- 397--5 7) b pSHE Town-of Barnstable � �Q �Y,,, �arnStabie Board of Health na +�ny �yns. w 200 Main Street Hyannis MA 02601 1 Fb�AY 2007 Office; 509-862-4644 Wayne Millcr,KID, FAX: 508-790.6304 Paul aniliff,DJ-A.0, Junichi saw"Iy8lingi I Mr.I Dan Qjala February 28, 200$ Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE; Ocean View Motel- 966 Craigville Beach Rd, Centerville A= 226-007 Dear Mr, Ojala, You are granted variances, on behalf of your client, Alice Fardy, Trustee for Ocean View Motel, to construct and utilize an innovative/alternative (I/A) nitrogen i reduction system at 966 Craigville Beach road, Centerville,Massachusetts. The variances granted are as follows: 310 GMR 15.211, The soil absorption system will be located 0.6 feet away from the property line, in lieu of the ten (10)feet minimum setback required. 310 CMR 15.211: The pump chamber will be located 0.5 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located 3.0 feet away from the property line, -in lieu of the ten (10)feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 5.1 feet away from the foundation or crawl space, in lieu of the twenty (20)feet minimum setback required. 310 CMR 15.211: The septic tank will be located 7.1 feet'away from the foundation or crawl space, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.242: The size of the soil absorption system will be reduced to 62% of the size required by the State Environmental Code, QAWhPU,FS10j1ls Fardy lA Sys 966 Craigvl3 Rd 2008,dnc Pagc l of 3 Section 360-1 To rn o€ Barnstable Code, To construct a sewage disposal system 55.8 feet away from a salt water marsh, in lieu of the minimum 100 feet separation distance required. The variances are granted with the following conditions- (1) No more than ten (10) bedrooms maximum 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 ten (10) 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 system shall be installed in strict accordance with the engineered plans dated December 21, 2007 and revised date of February 14, 2008. (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 December 21, 2007 and revised date of February 14, 2008. I (5) The wastewater effluent shall be tested quarterly for the first two years of operation- After the initial two years, the applicant may request a re- evaluation of the monitoring testing needs. (6) The effluent shall be tested for total suspended solids, BCD, Nitrate, TKN and total Nitrogen. (7) The applicant shall submit a copy of,the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. (8) Prior to the issuance of any permits, the applicant shall provide,verification to the 5oard of Health that this decision letter dated. February 27, 2008, in its entirety, has been.recorded at the Barnstable County Registry of Deeds. (9) You testified that this is a nine unit seasonal motel, with a year-round manager'slowner's quarters (a one-bedroom unit). Any change of use. whether from seasonal to year-round use; or conversion from a motel to ! I i i Pa�c.2 of 3 r Q:1u1PFI1.rStUjaia Tardy 1A Sys 966 Craigv[3 Rd 200$.dnc b' r y1 . 5/9/14 Summary of I/A Monitoring Results 966 Craigville Road, Centerville Map/Parcel 226-007 Data: Inspections and sampling from Carmody reports: Twenty (20) Total Service Calls Since 2008 2008 Two(2) O+M inspections reported(first inspection 9/15/08.) Effluent samples taken at both visits. 2009 Three(3) O+M inspections reported. Effluent samples taken at all visits. * On 8/19/09=High TN 39.58 mg/L(required 25 mg/L) 2010 One(1) O+M inspection reported. Effluent sample taken at 2/10/10 visit. i* Contract cancelled 8/11/2010. 2011 No reports 2012 Three(3)O+M inspections(first-5/29/12.) Effluent samples taken at all visits. 2013 One(1) inspection, 9/17/13 reported. 1L*gh TN-43.68 mg/L(required_25mg/L),and slightly raised cBOD5 31.2mg/L (required 30mg/L.) 2014 No inspections reported Notes: If Mr. Daly has reports, which are not entered into Carmody, he should submit them. For a seasonal business: O+M with sampling is required twice: (1) during first 45 days and (2) prior to seasonal shut down. Each time, Sample should be tested for: PH, Alkalinity, CBod5, TSS and TN If TN is within limits after two seasons, the O+M and sampling can be reduced to: Annual field tests of PH, DO, and one sample taken for TN. Recommendations: Therefore, Tom McKean and I recommend: Sampling Twice a Year for 2 yrs, Then, If TN is 25mg/L or less for 2 Seasons: Come back to BOH for reduction to yearly sampling. F Karen Malkus Town of Barnstable Health Division Coastal Health Resource Coordinator Q:\IA systems\Summary 966 Craigville Rd IA Monitoring May2014.doc 5/9/14 Summary of I/A Monitoring Results 966 Craigville Road, Centerville Map/Parcel 226-007 Data: Inspections and sampling from Carmody reports: Twenty 20) Total Service Calls Since 2008 2008 Two (2) O+M inspections reported(first inspection 9/15/08.) Effluent samples taken at both visits. 2009 Three(3) O+M inspections reported. Effluent samples taken at all visits. * On 8/19/09=High TN 39.58 mg/L (required 25 mg/L) 2010 One(1) O+M inspection reported. Effluent sample taken at 2/10/10 visit. * Contract cancelled 8/11/2010. 2011 No reports 2012 Three(3) O+M inspections(first-5/29/12.) Effluent samples taken at all visits. 2013 One(1) inspection, 9/17/13 reported. * High TN-43.68 mg/L(required 25mg/L), and slightly raised cBOD5 31.2mg/L (required 30mg/L.) 2014 No inspections reported Notes: If Mr. Daly has reports, which are not entered into Carmody, he should submit them. For a seasonal business: O+M with sampling is required twice:. (1) during first 45 days and (2)prior to seasonal shut down. Each time, Sample should be tested for: PH, Alkalinity, CBod5, TSS and TN If TN is within limits after two seasons, the O+M and sampling can be reduced to: Annual field tests of PH, DO, and one sample taken for TN. Recommendations: Therefore, Tom McKean and I recommend: Sampling Twice a Year for 2 yrs, Then, If TN is 25mg/L or less for 2 Seasons: Come back to BOH for reduction to yearly sampling. Karen Malkus Town of Barnstable Health Division Coastal Health Resource Coordinator QAIA systems\Summary 966 Craigville Rd IA Monitoring May2014.doc I CarmodyTM Service History Page 1 of 6 CarmodyTM Environmental Management Services " BARNSTABLE County, Massachusetts~ Karen Malkus -5/7/2014 Main Menu .Service History Home Lo Out How To:All Tutorials ;Print Service History) Apply for Passwords Support Phone/Fax Report Tech Problem Property Information Chan a/Re uest Form Change Password Property ID BACra966FAS(Tracking Number) Contractor Upload Carmody Training Links Map Register Event Name Ocean View Motel, R.F. Daly Realty, LLC File a Service Event How To:File Event Site Address 966 Craigville Beach Road Centerville, MA Data Resources Search/Add Proms Service Activi Service Statistics Create a Report Create an Excel File Total Service Events (To Date) 20 Reconcile Addresses Statistics Report Audit worts Split ParcelsrZI —i Ri Setup View Onsite Service History: a2 All Years r Include Inactive Component Flags Review Questions Show All ; Reports Send Payment __" -_ __`"__ ". .. p More Applications Service History -Ail Date Report Type Entered Gallons Recorded or Comments Date Pumped By Disposal Site Serviced 1/2/2014 System No Service No service event 9_y1e gip$ f 12:00 AM Generated Recorded reported within Add Comm tints: 1/2/2014 service schedule: 12:00 AM 09/17/2013 to 01101/2014. Notes: No service event was recorded by the system for this component: FAST 1/2/2014 System No Service No service event Vi��u msb,/ 12:00 AM Generated Recorded reported within Add Comments! 1/2/2014 service schedule: 12:00 AM 09/17/2013 to 01/01/2014. Notes: No service event was recorded by the system for this component: Sample Report(Effluent) 10/24/2013 0 Wastewater "Inspection*" 'Edit 12:07 PM Treatment Print 9/17/2013 Services, Email Re 9:30 AM Inc. http://www.carmody.biz/pump/Service_History.aspx?permit_id=968938 5/7/2014 CarmodyTM Service History Page 2 of 6 Using: The Web Site 10/24/2013 0 Wastewater Sampling Edna , 12:05 PM Treatment Report ` Print 9/17/2013 Services, Email Re ort� 9:30 AM Inc. Using: The Web Site 4/2/2013 System No Service No service event 12:00 AM Generated Recorded reported within Add Comments_ 4/2/2013 service schedule: 12:00 AM 11/19/2012 to 04/0112013. Notes: No service event was recorded by the system for this component: Sample Report(Effluent) 4/2/2013 System No Service No service event =,;, Ow / 12:00 AM Generated Recorded reported within Add Comments 4/2/2013 service schedule: 12:00 AM 11/19/2012 to 04/01/2013. Notes: No service event was recorded by the system for this component: FAST 1/2/2013 System No Service No service event 60"Pqrnmeqtsl Vi®w msg/" 12:00 AM Generated Recorded reported within 1/2/2013 service schedule: 12:00 AM 09/28/2012 to 01/01/2013. Notes: No service event was recorded by the system for this component: Sample Report(Effluent) 1/2/2013 System No Service No service event ®w h9sg►. 12:00 AM Generated Recorded reported within Add Corm_ments' 1/2/2013 service schedule: 12:00 AM 09/28/2012 to 01/01/2013. Notes: No service event was recorded by the system for this component: FAST 1/21/2013 0 Wastewater *"Inspection'` �� r Edit 12:51 PM Treatment Print . 11119/2012 Services, Einaii Ro art 10:00 AM Inc. Using: The Web Site http://www.carmody.biz/pump/Service_History.aspx?permit_id=968938 5/7/2014 CarmodyTM'Service History Page 3 of 6 1/21/2013 0 Wastewater Sampling Edrt:, 12:49 PM Treatment Report Print 11/19/2012 Services, e�Email Re art' 10:00 AM Inc. Using:The Web Site 10/2/2012 System No Service No service event r View t�s;g t 12:00 AM Generated Recorded reported within Add Comments 10/2/2012 service schedule: 12:00 AM 05/29/2012 to 10/01/2012. Notes: No service event was recorded by the system for this component: FAST 10/2/2012 System No Service No service event Viaau'Ms 12:00 AM Generated Recorded reported within Add CO 10/2/2012 service schedule: 12:00 AM 05/29/2012 to 10/0112012. Notes: No service event was recorded by the system for this component: Sample Report(Effluent) 12/4/2012 0 Wastewater "Inspection" V�Edit lv- 1:45 PM Treatment ;=r'`Print 9/28/2012 Services, Email R prt' 8:00 AM Inc. Using: The Web Site 12/4/2012 0 Wastewater Sampling Edit' 1:42 PM Treatment Report Print k 9/28/2012 Services, Email_R® art " 8:00 AM Inc. Using:The Web Site 7/2/2012 0 Wastewater "Inspection" s Edits 1:21 PM Treatment 5/29/2012 Services, Email Ro ert_ 8:00 AM Inc. Using: The Web Site 7/2/2012 0 Wastewater Sampling Ede 1:19 PM Treatment ReportPrint ; 5/29/2012 Services, =Email Re ort 8:00 AM Inc. Using: The Web Site 3/2/2011 Wastewater Message Contract cancelled ° vow Msg 9:26 AM Treatment Board History 8/4/10. I'Add',C-omments 8/11/2010 Services, Item 11:09 AM Inc. http://www.carmody.biz/pump/Service_History.aspx?permit_id=968938 5/7/2014 I CarmodyTM Service History Page 4 of 6 ` 8/2/2010 System No Service No service event �rv $ 12:00 AM Generated Recorded reported within Add Comments`; 8/2/2010 service schedule: 12:00 AM 08/01/2009 to 08/01/2010. Notes: No service event was recorded by the system for this flag: Maintenance Contract 7/2/2010 System No Service No service event - s;y h9sg/ 12:00 AM Generated Recorded reported within jLdVd Comm�ant! ... 7/2/2010 service schedule: 12:00 AM 02/10/2010 to 07/0112010. Notes: No service event was recorded by the system for this component: Sample Report(Effluent) 7/2/2010 System No Service No service event AAg! 12:00 AM Generated Recorded reported within Add Comments' 7/2/2010 service schedule: 12:00 AM 02/10/2010 to 07/01/2010. Notes: No service event was recorded by the system for this component: FAST 3/1/2010 0 Wastewater "Inspection" Edit 2:11 PM Treatment Print 2/10/2010 Services, Emil R6 art 7:30 AM Inc. Using: The Web Site 3/1/2010 0 Wastewater Sampling - Edit- 2:05 PM Treatment Report 2/10/2010 Services, Email Report 7:30 AM Inc. Using: The Web Site 12/14/2009 0 Wastewater "Inspection" Edit 9:30 AM Treatment Frint 11/6/2009 Services, Email Re'ort- 8:45 AM Inc. Using: The Web Site 12/14/2009 0 Wastewater Sampling Edit " 9:27 AM Treatment Report Print 11/6/2009 Services, Email R ort_ 8:45 AM Inc. Using: The Web Site http://www.carmody.biz/pump/Service_History.aspx?permit_id=968938 5/1/20I4 CarmodyTM Service History Page 5 of 6 Wastewater 9/23/2009 Treatment "'Saved Sample 39.58 mglL> 19 mg/Lv Mpg f Add Commonts 1:14 PM Services, Message- for Total Nitrogen t.In'Activate>= Inc. - 9/22/2009 0 Wastewater *"Inspection" lr` } Edit' 9:56 AM Treatment �arint 8/19/2009 Services, Email Report 9:30 AM Inc. Using: The Web Site 9/22/2009 0 Wastewater Sampling - Edit. . 9:53 AM Treatment Report Print 8/19/2009 Services, Email Report 9:30 AM Inc. Using: The Web Site 8/31/2009 Wastewater Message Cancelled contract V® Msgl s; 10:45 AM Treatment Board History 6/23/09. ::: 08/31/09- Add Comments 6/29/2009 Services, Item Updated permit and 8:51 AM Inc. flagged.-BB 5/13/2009 0 Wastewater "*Inspection" Edit'. ` 11:20 AM Treatment - =Print 3/25/2009 Services, "Email Re ortn 8:30 AM Inc. Using: The Web Site 5I1312009 0 Wastewater Sampling a Edit" . 11:18 AM Treatment Report Printi 3/25/2009 Services, Email Report 8:30 AM Inc. Using: The Web Site 2/9/2009 Wastewater Message Serial number for this 7:44 AM Treatment Board History unit is 6441. Startup Add Comle'ts' 2/6/2009 Services, Item date is 3/20/08. : 3:19 PM Inc. 02/09/09-Updated permit.-BB 2l6/2009 0 Wastewater "*Inspection" i!=E_dit a;6 12:33 PM Treatment Print _ 12/22/2008 Services, 6-Email Pie ort 8:45 AM Inc. Using: The Web Site 2/6/2009 0 Wastewater Sampling 12:30 PM Treatment Report Pririt ` 12/22/2008 Services, Email`R� ort 8:45 AM Inc. Using: The Web Site 10/21/2008 Wastewater Message Serial number for this 2:16 PM Treatment Board History unit-6441.Startup Add Comm znfs 10/21/2008 Services, Item date-3/20/08.Testing 12:08 PM Inc. results for this property -9/15/08: BOD 9.0; TKN 2.91; Nitrate 5.31; Nitrite <0.25; pH 6.9;TSS 9.0: http://www.carmody.biz/pump/Service_History.aspx?permit_id=968938 5/7/2014 I CarmodyTM Service History Page 6 of 6 10/21/08-Added permit and report. - BB 10/21/2008 0 Wastewater Sampling Data from message on e'.Edit� � 2:16 PM Treatment Report message board form o Print 'k 9/15/2008 Services, provider. -BB Email Ro sort 1:00 PM Inc. Using: The Web Site 10/21/2008 0 Wastewater **Inspection** 12:05 PM Treatment Y 'Prim 9/15/2008 Services, Email Report 1:00 PM Inc. Using: The Web Site Total Gallons Pumped=0 This is a privately operated web site. Sponsorship does not constitute an endorsement from any participating regulatory agency. Copyright©2014 Carmody@.All rights reserved. Legal I Privacy http://www.carmody.biz/pump/Service_History.aspx?permit_id=968938 5/7/2014 �. —�� e . 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 May17, 2012 Ocean View Motel P.O. Box 458 Centerville, MA 02632 RE: MicroFAST System - 6441 966 Craigville Beach Road, Centerville, Massachusetts Dear Mr. Ocean View Motel: We have re-instated your Inspection&Testing Agreement for the FAST Treatment system located at 966 Craigville Beach Road, Centerville, Massachusetts as of today's date.' Thank'you. Sincerely, Donna Fabiano Cc: Department of Environmental Protection,Boston (Barnstable Board of Health 200 Main Street Hyannis, MA 02601 q OF B BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT o U tZ BARNSTABLE SUPERIOR COURT HOUSE Phone: (508) 375-6613 �yssAcxvsti�� 3195 MAIN STREET- P.O. BOX 427 FAX (508) 362-2603 BARNSTABLE, MASSACHUSETTS 02630 TDD (508) 362-5885 September 10,2009 Ocean View Motel 966 Craigville Beach Road CENTERVILLE,MA 02632-3545 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 966 Craigville Beach Road in the town of Barnstable. Dear Ocean View Motel, We have been informed by Wastewater Treatment Services,your last service provider of record,that your operation -and maintenance contract with them for your FAST system expired or was cancelled on or about June 23,2009. 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. These requirements may be found on the MA DEP website at: http://www.mass.gov�de.g/water/wastewater/septicsy.htm#ia 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 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. Additionally, I have included an "Inspection and Testing Requirements" form for your system. You will need this information when contacting an operator to form a new contract. 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 will 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) 375-6888; my Fax number is (508) 375-6880. I can also be reached via email at bbaumgaertel@bamstablecounty.org. Thank you for your prompt attention to this matter. Sincerely, Brian Baumgaertel Information Specialist Enclosures:Inspection and Testing Requirements Form,Certified Wastewater Operators List Ln 0 �v CC:,tBarnsta6le_.Boa'rdof Healthh N rn ILA - 1 Y f � - Inspection and Testing Requirements s Barnstable County Department of Health and Environment P.O.Box 427 Barnstable,MA 02630 H Phone:(508)375-6888 Fax: (508)375-6880 R.F. Daly Realty, LLC Ocean View Motel 966 Craigville Beach Road CENTERVILLE MA 02632 Massachusetts DEP Approval Level: General with Nitrogen Requirements Inspection Requirements Your system is required to be inspected Quarterly Additional system components that must be inspected: ❑Ultraviolet Disinfection Unit- Because of the presence of this unit in your system,you may be required to have your system effluent tested for Fecal Coliform bacteria. See""testing Requirements"below. ❑ Pump Chambers- Testing Requirements Your system is required to be tested as follows: ❑Annual Field Test Includes testing for pH,Dissolved Oxygen(DO)and turbidity.Additionally,the effluent must be visually inspected for color,turbidity and effluent solids.Failure of any of these tests will require that a laboratory test be completed for pH, BOD5,and TSS.Failure of any laboratory test requires a follow-up inspection and field test within 60 days. P/1 Effluent Lab Testing-Quarterly The effluent is to be tested for: • TKN ❑ Alkalinity pH (Range:6-9) 0 Nitrate ❑ Ammonia ❑ Temperature 0 Nitrite W BOD5/CBOD (Limit:30mg/L.) ❑ Water Usage • Total Nitrogen (Limit: 19mn/L) d❑ TSS (Limit:30mg/L) ❑ Conductance ❑ Fecal Coliform ❑ Influent Lab Testing- The influent is to be tested for: ❑ TKN ❑ Alkalinity ❑ pH ❑ Nitrate ❑ Ammonia ❑ Temperature ❑ Nitrite ❑ BOD5/CBOD ❑ TSS ❑ Total Nitrogen ❑ Fecal Coliform ❑ Water Usage Please make sure that any contract you sign contains provisions for each of the above requirements.Failure to follow these requirements can result in :i Board of Health hearing.Questions can be directed to the Barnstable County Department of Health and Environment or your local Health Department. V 9/w&w2t cJaweU e&, Y2G. 44 Commercial Street Raynham, MA 02767_ T )`-880-0233 el: (508 y f .,. .... ._ ... Fax: (508).880-7232 March 20, 2008 r , Barnstable Board of Health 200 Main Street Hyannis,.MA 02601 Attention: Board of Health Agent Reference '='t�.Home FAST Treatment` Serial Number: 6441 Attached please find a copy'of the Product Registration Report for the FAST Treatment System for the startup performed on 03/20/2008 at the property of Ocean View Motel located at 966 Craigville Beach Road, Centerville, MA. Also, attached is a copy of the fully executed Inspection &Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna L. Callahan Enclosures ' at91 N C 0 R I=P0 n A T Z 8450 Cole Parkway w Shawnee, KS 66227 o Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsite .biomicrobics.com m www.biomicrobics.com a 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-U 41-0 Date Shipped to End User 4/14/08 Serial # 6441 OWNER NAME Ocean View Motel ADDRESS 966 Crai ville Beach Road CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX B10-MICROBICS'j)IS i RIi3tJTOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynharn, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 ;.INSTALLER NAME B&B Excavation,Inc. ADDRESS 14 Teaberry Lane CITY/STATE/ZIP Forestdale,MA 02644 PHONE/FAX 508-477-0653 CONSULTING ENGINEER if a licable NAME Down Cape Engineering ADDRESS 939 Main Street CITY/STATE/ZIP Yarmouth,MA 02675 PHONE/FAX 508-362-4541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT LINIT(S) Visual Alarm Operating Air vent clear zr'u Audio Alarm Operating ® Septic tank level L3 El BLOWER(S) Septic tank meets min. size Wired for correct voltage ( Septic tank filled to operating level Inlet/outlet piped correctly Air Lift Operation Ll Filter element installed 90� U Recirculation tube in place Blower hood secure Q Fasteners tight Blower works correctly WATER-TIGHT JOINTS Blower located within 100'of 0 U Treatment unit to septic tank d treatment unit Air line clear : Entrance tube to insert cover (� Air inlet screen clear P Insert to insert cover Blower hood vents clear [ Discharge line connection [� Factory Authorized Personne , t Title: f Firm: Wastewater Treatment Services. In . Date: I - p G 44 Commercial Street Please complete all items marked* Raynham, MA including three signatures. Mail 02767 signed original contract to: Wastewater Treatment Services Inc. Tel: (508) 880-0233 44 Commercial Street Fax: 508 880-7232 Ramham.MA 02767 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc. (herein called WTS) and the FAST®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 inspected at least 4 times per year that this Agreement remains in effect, with the first inspections beginning — -a9' . These inspections will include: 1) Testing of the sludge depth in the septic tank. 2 Take amperage and voltage readings, change oil, grease blower, check belts check air pressure,air scour unit, check airlift, check recycle line, and clean/replace intake filter of air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of Modular FAST®System. 5) Inspection of Micro C System. Note: Micro C to be billed as utilized. 6) Notify OWNER of any problems encountered. 7) Invoicing on a quarterly basis for testing only to be paid within 30 days from date of invoice. Annual maintenance cost to be paid in full upon acceptance of this agreement. 8) Must receive a signed purchase order from OWNER prior to any work being performed other than that covered by this Inspection Agreement. Service other than routine maintenance will be billed at an hourly rate plus travel and material. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$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 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, labor 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 but not limited to 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. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract(1) either a new contract or an offer to extend the current contract's term, and(2)an invoice for one year of service. It is OWNER's responsibility to timely return the payment and either the new contract or the accepted extension, completed and signed. WTS must receive the payment and document before expiration of the then current contract year to assure continuous contract coverage. Failure to return such documents on time or to otherwise comply with this contract,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 Bio Microbics ModularFAST 1.5 7 Centerville,MA $500.00 EQUIPMENT OWNER Wastewater Treatment Services.Inc *Signed by OWNER: U Signed: Ocean View Motel 44 Co r�IalStreet *Address: Raynham, MA 02767 966 Craigville Beach Road Tele: (508) 880-0233 *City: State: Zip: Fax: (508) 880-7232 Centerville MA 02632 *Telephone 508-397-5712 Effective Date of Agreement Daytime Telephone 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 e FAST System. I HAVE READ AND UNDERSTAND THE FOREGOING. I �. *Signed by OWNER: Effluent Testing Effluent sample taken 4 times per year for 2 years and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. PERMIT: *(PLEASE CHECK ONE) (X.)GENERAL ( )REMEDIAL O PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N) if YES,please attach copy of permit ( X )pH, BOD5,TSS;Nitrate,Nitrite, TKN O Other: *Cost for testing: $265.00/Visit Operator assigned: William Everett Telephone: (508)400-3868 *Engineer: Down Cape Engineering *Approval for Effluent Testing Owner's Signature rm� ro Town of Barnstable �k,QBarnstable �� '' Board of Health ! AD-America City i nARNSTABi_e,,l 90�MASS. /�f l 200 Main Street,Hyannis MA 02601 �'0T i6gq/A�/ •` 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Savayanagi February 28, 2008 Mr. Dan Ojala ` Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: Ocean View Motel- 966 Craigville Beach Rd, Centerville A= 226-007 Dear Mr. Ojala, You are granted variances, on behalf of your client, Alice Fardy, Trustee for Ocean View Motel, to construct and utilize an innovative/alternative (I/A) nitrogen reduction system at 966 Craigville Beach Road, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.211: . The soil absorption system will.be located 0.6 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The pump chamber will be located 0.5 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located 3.0 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 5.1 feet away from the foundation or crawl space, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: The septic tank will be located 7.1 feet away from the foundation or crawl space, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.242: The size of the soil absorption,system will be reduced to 62% of the size required by the State Environmental Code. Q:\WPFILES\Ojala Fardy IA Sys 966 CraigvB Rd 2008.doc Page 1 Of 3 Section 360-1, Town of Barnstable Code: To construct a sewage disposal system 55.8 feet away from a salt water marsh, in lieu of the minimum 100 feet separation distance required. The variances are granted with the following conditions: (1) No more than ten (10) bedrooms maximum 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 ten (10) 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 system shall be installed in strict accordance with the engineered plans dated December 21, 2007 and revised date of February 14, 2008. (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 December 21, 2007 and revised date of February 14, 2008. (5) The wastewater effluent shall be tested quarterly for the first two years of operation. -After the initial two years, the applicant may request a re- evaluation of the monitoring testing needs. (6) The effluent shall be tested for total suspended solids BOD, Nitrate, TKN and total Nitrogen. (7) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (0&M) between the contractor and the homeowner to the Board of Health. (8) Prior to the issuance of any permits, the applicant shall provide verification to the Board of Health that this decision letter dated February 27, 2008, in its entirety, has been recorded at the Barnstable County Registry of Deeds. (9) You testified that this is a nine unit seasonal motel, with a year-round manager's/owner's quarters (a one-bedroom unit). Any change of use whether from seasonal to year-round use; or conversion from a motel to Q:\WPFILES\Ojala Fardy IA Sys 966 CraigvB Rd 2008.doc Page 2 Of 3 r"' ' condominium units, shall require the written approval of the Board.of Health. This permission is granted because the proposed plan appears to meet the maximum feasible compliance standards contained within Title V, the State Environmental Code. Sincerely yours, )C4 A'"Q )Mai M Wayne 'Iler, M.D. Chairman :\WPFI Q LES\Ojala.Fardy IA Sys 966 CraigvB Rd 2008.doc Page 3 Of 3 t �ttE tp� DATE .� FEE: saRrts-rast.E. *' MASS. REC. By Town of Barnstable SCHED. DATE �1A Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION 1 / Property Address: (�J ( ✓�%���i�V t�( Assessor's Map and Parcel Number: Z Size of Lot: 0 • 13 s Wetlands Within 300 Ft. Yes /K- Business Name: V IS4( '`0� No Subdivision Name: APPLICANT'S NAME:4 c� �/9'�� Phone Did the owner of the property authorize you to represen him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON Name 561 Name: Address: �.� t�� y�(��/Ge f// Address: �J� Allg/1/ Phone: Phone: 5( ?'3 6 Z" ` 5y1 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if mo�g space needed) �o r id t Yon )S.yo NATURE OF WORK: House Addition 1100000 House Renovation El Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. & t Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) _ fit; 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 al plicant's op°ense (forTitle 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 renewal[same ov;e;Aeas€e? only], outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only i no expansign to t�building proposed]) D cu Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C Excerpt from February 19, 2008 Board of Health Meeting. D. Dan Ojala, P.E., Down Cape Engineering, representing George and Alice Fardy, Trustees for Ocean View Motel — 966 Craigville Beach Road, Centerville, 0.13 acre lot, four variances requested, repair of septic system (continued from Jan 2008 BOH). Dan Ojala presented the I/A system. The question was brought up of whether this property is planning to change to a 10 unit condominium, and if so, would this septic plan be appropriate for the use. Mr. Ojala expressed that the owner is not planning to do that, a potential buyer had brought that up but the current owner wants to repair the system which they understand to be failing. A septic inspector has not officially done a failed inspection. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the plan submitted at the January Board meeting with the following condition: (1) a 10-Bedroom Deed Restriction be recorded at the Registry of Deeds, (2) a proper copy be submitted to the Public Health Division, (3) a two-year monitoring system. (Unanimously voted in favor.) *Dan Ojala asked that the Conservation Board be emailed prior to tonight's meeting with the results of our Board. i o�t"E�a,. Town of Barnstable Regulatory Services 9 IEg Thomas F. Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 5087790-6230 February 11, 2008 David D. Flaherty,Jr. Down Cape Engineering, Inc. 939 Main Street, Route 6A Yarmouth Port, M 026--7-5-- --_— Reference. Oceanv.iew._Motel 966-C.r-aigvilfe-Beach-Road;Ceriterviii-e;MA;Assessors Map 226, Parcel 007 pending Conser_vation-OFder-of-Conditions_and-Board-of-Health On-site Wastewater -isposal Perms . Dear Mr. Flaherty, It has come to my attention that the above referenced property is before the Town.of Barnstable's Conservation Commission and Board of Health regarding improvements to the on-site septic system. Although this Division has no issue with that improvement and encourages maintaining and upgrading private property, a query arose with regards to the future intended use. Apparently, during presentation of the proposed septic plans, assertions were made to a future conversion of the use to that of"condominiums". Please be aware that the present use as a motel is governed by Special Permit 2005-18 issued by the Zoning Board of Appeals to Alice M. Fardy and George D. Fardy,Jr., as Trustees of Oceanview Realty Trust in June of 2005. In issuing the Permit, the Zoning Board imposed Condition No. 4 that reads "[u]se of the property is limited to that which exists;that is, 9 rental one-bedroom motel units and one owner's/manager's unit." As the existing motel use is nonconforming to zoning and is conditioned as cited, any proposed change in that use that differs from that conditioned use would require zoning relief after an approved site plan was found approvable by the Site Plan Review Committee. Respectf ufy, Thomas Perry, CBO Building Commissioner Attach: Copy of Special Permit 2005-018 Copy: Thomas McKean, Director of Health Robert W. Gatewood, Conservation Administrator Patty Daley, Director Growth Management Department Building Division File-966 Craigville Beach Road, Centerville, MA Zoning Board of Appeals file—2005-019 Fardy i i t _ Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2005-018—Fardy/Oceanview Realty Trust Special Permits-Section 240-93(B)Nonconforming Building/Structure Not Used as Single/Two- Family, &Section 240-94(B)Expansion of Pre-Existing Nonconforming Use u To allow expansion and enclosure of second story deck and addition of a spiral staircase. _ 1 Summary: Granted with Conditions _ Petitioner: Alice M.Fardy and George D.Fardy,Jr.,Trustees of Oceanview Realty Trust €' " Property Address: 966 Craigville Beach Road,Centerville,MA l' Y' Assessor's Map/Parcel: Map 226,Parcel 007 r CZ) Zoning: Residence C Zoning District Relief Requested &Background: The subject lot is 0.13-acre developed with a 3,520 sq. ft., two-story motel building-the Ocean View Motel; a 9 rental unit motel plus 1 owners.unit. In Appeal 2005-18, the applicant is seeking to expand and enclose a second-level deck, and to add a spiral staircase to that building. The expanded and enclosed deck areas are to be incorporated into the owner's unit only and used exclusively with that unit. The,added space will not be used by any of the motel units. The applicant had submitted two applications with regards to the proposed expansion. The first Appeal 2005-18,seeks two Special Permits. A Special Permit pursuant to Section 240-93(B)to permit the structural r alteration and expansion of the building and another Appeal pursuant to Section 240-94(B)Expansion of a Pre-Existing Nonconforming Use as the use of the site.is that of a motel within a single-family zoning district. The second application,presented in the alternative, sought a Variance to Section 240-13(E)Bulk Regulations,Minimum Side&Rear Setbacks to allow for the structural alteration and expansion, should the Board find that the proposal cannot satisfy the requirements for a Special Permit. As to background, the use was initiated by a 1955 Variance issued to a John P.Holmes and granted in part, based upon the fact that the lot was undersized but a pre-existing legal buildable lot. That Variance granted "a dwelling to be erected consisting of six rooms, six baths, and a kitchen for the use of the owner ...". In 1966 a Special Permit was granted to the then owner John H. Havens, to permit the addition of a second floor to be used for two apartments. One of the apartments was to be a 4-room owner's unit and the second, a 2-room mother-in-law's unit. The 6 rooms below were to remain. f 1. Procedural &Bearing Summary: This Appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on March 24, 2005. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with M.G.L. Chapter 40A. The hearing was opened May 30,2005, and continued to May 25,2005,at which time the Board found to grant the Appeal. Board Members deciding this Appeal were,Richard L. Boy,Jeremy Gilmore,Gail Nightingale,Randolph Childs and Ralph Copeland, Acting Chairman. Attorney John W.Kenny represented the Appeal before the Board. George D.Fardy,;Jr., one of the Trustees also was present. Mr.Kenny gave a brief history of the site noting that the Fardy's purchased the property in 1996 and have been improving the building and property. They have held back on making any expansions until this time. They are now initiating improvements to the owner's quarters and because of the limited area and small room sizes,they would Pike to rebuild an existing deck to the rear and enclose it for added living area to expand their kitchen and bedroom To replace the existing deck, a small new deck 7 by 17 feet would be added to the second floor on the-westerly side of the building. That deck would also include a spiral staircase to the ground. The deck would be built over an existing bulkhead and would be located some 5.6 feet off the property line not in conformity to the required 10 foot side yard setback. The situation being an existing legal non- conforming structure setback created by the existing bulk head. Mr.Kenny stated that the relief could be granted by a Special Permit for expansion/alteration of a pre-existing nonconforming building. Mr.Kenny submitted photos of the building showing improvements that have been made to it by the applicant and showing where the proposed expansion and new outdoor deck would be located. He also submitted a letter in support from the abutting property owner,Joan Russo,of the Suni Sands_Motel. Mr.Kenny stated that the new building area and the exterior deck would be used only for the motel's owner unit and therefore would not constitute an expansion of the use as none of the motel units are being expanded. The Board asked about the area to be added and Mr. Kenny noted that 56 sq.ft. would be added to the bedroom and 48 sq.ft. added to the kitchen. The new outdoor deck would be 119 sq.ft. The public was invited to speak and Ms. Carol Ninivaggi, a direct abutter to the property, stated she had no objection to the proposed alteration and expansion and saw it as an improvement to the property. Acting Chairman Ralph Copeland read the letter from Joan Russo. Findings of Fact: At the hearing of May 25,2005,the Board unanimously made the following findings of fact: I. Appeal 2005—018 is that of Alice M.Fardy and George D.Fardy,Jr.,Trustees of Oceanview Realty Trust. The applicants are seeking a Special Permit pursuant to Section 240-93(B)Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings, and Section 240-94(B)Expansion of Pre-Existing Nonconforming Use. The applicant seeks to expand and enclose a second story deck and add a spiral staircase to it. The property is located as shown on Assessor's Map 226 as Parcel 007, addressed 966 Craigville Beach Road, Centerville,MA in a Residence C Zoning District. 2. The subject premise is located_at 966 Craigville Beach Road, Centerville,Massachusetts.Alice M. Fardy and George D.Fardy,Jr.,Trustees of Oceanview Realty Trust acquired title to the premises on Z L I May 24, 1996. Presently existing on the property is the Ocean View Motel. The motel has 9 rentable units containing one bedroom each and an owner's quarters containing one bedroom. 3. The property is served by Town water.The existing on-site septic system is Title V compliant. -4. The owner's quarters are located on the second floor in the northwesterly comer of the building. The Fardys are seeking to enlarge the existing deck and extend it along the westerly edge of the property, enclose a portion of the existing deck off the northerly(rear)end of the property and add a spiral _ staircase as a second means of egress in the northwesterly corner of the property. 5. The property is located in a Residence C Zoning District. It has been the subject of three different requests for zoning relief.Two requests were granted and the third was withdrawn. Details of that past. zoning history are contained within the records of the Zoning Board of Appeals files and are briefly explained in the memorandum submitted on behalf of the application. 6. Section 240-93 B of the Barnstable Zoning Ordinance authorizes the Zoning Board of Appeals to grant a Special Permit to allow for the alteration or expansion of a pre-existing nonconforming building or structure.In granting a Special Permit under this Section,the Board must find"that the proposed repairs or alteration and/or expansion are not substantially more detrimental to the surrounding neighborhood." Section 240-93 B also directs the Zoning Board of Appeals to apply the provisions of Section 240-94"if the building or structure houses a nonconforming use". 7. The Fardys seek to enlarge an existing deck,enclose a portion of the deck and add a spiral staircase. All of the improvements are located in the northwest comer of the property and relate to the owner's quarters only. The portion of the existing deck to be enclosed is located on the back of the motel and abuts wetland.By enclosing this portion of the existing deck it will allow the Fardys to increase the size of the owner's bedroom and kitchen. These rooms as they exist are small and very cramped. The enclosure of the existing deck will not increase the existing nonconformity into the rear setback of the . property. 8. The extension of the deck along the westerly edge of the property will allow the Fardys an area to sit in private. It will also insure them better access to the spiral staircase in case of an emergency. Although the enlarged deck will increase the nonconformity in the side yard setback,it is over an existing bulkhead that presently extends into said setback. Also, the property located on the lot next door has been built a significant distance from the property line. The net effect of the location of the building on the Fardys property and the location of the building west of the Fardys property is that the distance. between the two buildings is approximately equal to or greater than the combination of the side yard setbacks required for both properties. That is to say that the buildings are approximately equal to or greater than 40' apart,even after the proposed extension of the deck. 9. Section 240-93 directs the Board to apply the provisions of 240-94 since the building contains a nonconforming use. Section 240-94 A deals with change of a nonconforming use. Section 240-94 B deals with expansion of a pre-existing nonconforming use. In the Fardys case, there is no change or expansion of the nonconforming motel use. The expansion is solely to the owner's quarters. The owner's quarters are a residential use allowed in the Residence C zoning district., 10. The alterations and/or.expansion will not be substantially more detrimental to the surrounding neighborhood. There will be no change in use. There will be no intensification of the existing use and no 3 increase in traffic. The proposed changes are merely to allow the owners to expand their cramped living quarters. 11. The.site plan for the proposed addition has been found approvable by the Site Plan Review Committee on October 28, 2004. 12. A Request for a Determination of Applicability was processed with the Conservation Commission. On January 21,2005 the Commission issued its Determination of Applicability and approved the plans for the enclosure and expansion as only having minor implication on the wetlands. Elevation of the proposed deck, enclosure, and new deck were submitted to the Commission and copies have been incorporated into the Board's file. The plan approved by the Conservation Commission is identical to that approved by Site Plan Review and that submitted to the Board. After u e spirit and intent of the Zoning 13 A r evaluation of all the evidence resented the proposal fulfills th presented, P P P g Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the Special Permit pursuant to Section 240-93(B)for the expansion and alteration of a nonconforming structure not used as single/two- family and to the extent as may be required,pursuant to Section 240-94(B)for the expansion of a pre- existing nonconforming use for the expansion and enclosure of a second floor deck and including a staircase, subject to all of the following conditions and restrictions. 1. Construction at the site shall be as proposed in a plan submitted to the Board entitled"Site Plan of Land in Centerville,MA prepared For Ocean View Motel Realty Trust,#966 Craigville Beach Road, Centerville MA"02632 scaled 1"=20' prepared by Down Cape Engineering,Inc.,dated 10-15-04. A copy of which has been initialed by the,Chairman submitted into the file. 2. The enclosure and deck addition shall be developed as per plan submitted entitled "Addition and Alterations to the Ocean View Motel, 966 Craigville Beach Road, Centerville MA",drawn by Archi- Tech Associates,Inc., a copy of which is contained within the file. 3. The added area and deck are to be incorporated into the existing owner's unit. They shall only be used exclusively by the property owner/manager residing on the property, and shall not be used as a part of the motel. 4. Use of the property is limited to that which exists; that is, 9 rental one-bedroom motel units and one owner's/manager's unit. 5. All construction shall comply with all requirements of the Conservation Commission and all applicable building and fire codes. 6. The Building Commissioner shall have the right to inspect the premises for compliance with this permit. 7. There shall be no on-site storage containers or trailers permitted on the property. 4 The vote was as follows: AYE: Richard L.Boy,Randolph Childs, Gail Nightingale,James Hatfield,"Ralph Copeland NAY: None Ordered: Special Permit 2005-18 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to M.G.L. Chapter 40A, Section 17,within twenty(20)days after the date of the filing of this decision,a copy of which must be filed in the office of the Town Clerk. d �a� Ralph Copeland,Acting Chairman Date Signed ;W I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed' the o ,1 of the Town Clerk. O Signed and sealed thi<Q day 0�5 der the pains and penalties of perjury. jA Linda Hutchenrider,Town Clerk . 5 f v �IIon I Town of Barnstable �pFtHE Tp Barnstable Regulatory Services Thomas F. Geiler,Director ill-Ainerica City BABNSTABLE, * Public Health Division 7 MASS. 0 1639. °p'DTFn MAC A Thomas McKean, Director �-)07 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Pax: 508-790-6304 January 23, 2008 FAX 508-362-9880 David Flaherty Down Cape Engineering 939 Main Street Yarmouthport, MA 02675 RE:, 966 Craiqville Beach Road, Centerville — Ocean View Motel Dear David Flaherty, The Health Division staff will approve a new replacement septic system with innovative technology at the Ocean View Motel, located at 966 Craigville Beach Road, when/if revised engineering plans are received and approved by the Board of Health. Sincerely, Thomas McKean Director J:\966.Craigv Beach Rd,Ocean View Motel Jan2008.doc Town of Barnstable of THE Tp� Board of Health 9a" MASS' 200 Main Street - Hyannis MA 02601 ATED MA't a Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a vari ce request form received on the Petitioner(s), regarding the property at 44 , the petitioner(s)and the Board of Health agree that the Board of Health has until (-,L �O X9 (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement,the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. i Petitio {s Board of Heal Signature: — Signature: Petitioner(s)or Petitioner's Repres ntative a►S�-r.� Chairman Print: �AtJkC- Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc d tel. (508) 362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering structural design civil engineers &land surveyors Arne H.Ojala F..E.,P.L.S. January 3, 2008 Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court surveys Town of Barnstable Board of Health 200 Main St. site planning Hyannis, MA 02601 Sewage system Re: Board of Health Hearing 966 Craigville Beach Rd. Centerville designs , Dear Mr. Chairman, inspections Enclosed, please find the revised floor plans and site plans dated January 3, 2008 for permits the above referenced property. We understand the sensitivity of this area and its resources and will strive to enhance- the environment with the proposed FAST® septic system. As you know, this is an extremely small lot and we wish to put forward the very best design considering the , surrounding environment. We feel we have done that. If you have any questions or comments regarding this project, please feel free to call this office at your earliest convenience. _N, Sincerely, David D. Flaherty Jr:, R.S. Down Cape Engineering, Inc. Cil COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION -p:b TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 966 Craigville Beach Road Craigville Owner's Name: George Fardy Owner's Address: Date of Inspection: .40-A i-n Q// lJ / / Name of Inspector:(please print) William _ • Robinson Sr. . .CompanyName: William E. Robinson Septic Service Mailing Address: P O Box 1 089 Centerville. MA rele,phone Number:__(50 8) 7 7 5—87 7 6' CERTIFICATION STATEMENT I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuantzses tion 15.340 of Title 5(310 CMR 15.000). The system: Conditionally Passes Needs Further Evaluation by the Ldi;al Approving Authority Fails Inspector's Signature: Date: 16 '` The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Healthvr j DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be seat to the system owner and copies'sent to the buyer,if applicable,and the approving authority.' Notes and Comments ***`This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5.Inspection Form 6/15/2000 page 1 Page 2 of 11 ►' OFFICIAL INSPECTION FORM--NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_ 966' Craigville Beach Road Craiqville Owner: George Fardy Date of inspection: Inspection Summary: Check A,B,C,D or E I ALWAYS complete all of Section D A. Syste Passes: /t l have not found any information which indicates that an of the failure criteria described Y in 310 CMR 15.303 or in 310 CUR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. Syste Conditionally Passes: One r more system components as described in the"Conditional Pass"section need to be replaced or repaired.The ystem,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,n or not determined(Y,N,ND)in the for the following statements.If`)aot determined"please explain. The septi tank is metal and over 20 years old"or the septic tank(whether metal or not)is structurally unsound,ckhibii s substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is i eplaced with a complying septic tank as approved by the Board of Health. •A metal septic ank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that d a tank is less than 20 years old is available. ND explain: Obsery on of sewage backup or break out or high static water level in the distribution box due to-broken or obstructed pip s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with approval of B ard of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND ex ain: - e system required pumping more than 4 tunes a year due to broken or obstmacd pipe(s).The system will pass inspe tion if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is rzmovod ND explain- Page 3 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 966 Craigville Beach Road Craigville Owner: George. Fardy Date of Inspection: . C. Fu)S�yysste valuation is Required by the Board of Health: ons exist which require further evaluation by the Board of Health in order to determine if the system is failintect public health,safety or the environment. 1. will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the is not functioning in a manner which will protect public health,safety and the environment: sspool or privy is within 50 feet of a surface water sspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. Systerr will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is f nctioning in a manner that protects the public health,safety and environment: _ e system has a septic tank and soil absorption system(SAS)and the SAS is within.100 feet of a surface water supply or tributary to a surface water supply. e system has a septic.tank and SAS and the SAS is within a Zone 1 of a public water supply. he system has aseptic tank and SAS and the SAS is within 50 feet of a private water supply well. e system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more front a priv to water supply well'' Method used to determine distance " his system passes if the well water analysis,performed at a DEP certified laboratory,for coliform cteria and volatile organic compounds indicates that the well is free from pollution from that facility and he presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 pptn,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of I I ,- OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM_ INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 966 Craigville Beach Road Craigville Owner: George Fardy Dale of Inspection:16 D. stem Failure Criteria applicable to all systems: You m st indicate''yes".or"no"to each of the following for all inspections: Yes - _ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above.outlet invert due to an overloaded or clogged SAS or cesspool iquid depth in cesspool is less than 6"below invert or available volume is less than day flow equtred pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number f times pumped y portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within I00,feet of a surface water supply or tributary to a surface ater supply. arty portion of a cesspool or privy is within a Zone 1 of a.public well. �y portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis, erformed at a DEI certified laboratory,for coliform bacteria and volatile organic compounds ndicales that the well is free.from pollution from that facility and the presence of ammonia itrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria )rgc re triggered.A copy of the analysis must be attached to this form.) No)The system fails.I have determined that one or more ofthe above failure criteria exist as escribed in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. ystems: To be onsidered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000_ gpd• You mu indicate either"yes"or"no".to each of the following: (The folio wing criteria apply to large systems in addition to the criteria above) yes no _ — Qt system is within 400 feet of a surface drinking water supply _ — the Iystcm is within 200 feet of a tributary to a surface drinking water supply - _ — the s stem is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone I of a public water supply well If you have ans ered"yes"to any question in Section E Qte system is considered a significant threat,or answered "yes"in Section above the large system has failed.The owner or operata of arty large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The syst m owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 966 Craigville Beach Road Craigvi e Owner: George Fardy Date of Inspection: 16 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes —o Pumping information was provided by the owner,occupant,or Board of Health ✓Were any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection?_ Were as built plans of the system obtained and examined?(If they were not available note as NIA) Was the facility or dwelling inspected for signs of sewage back up? _ Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site _ Were the septic tank:manholes uncovered,opened,and the interior of the tank inspected for the condition of the/baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes .no _ Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)(310 CMR 15.302(3)(b)J 5 i Page 6 of 11 r „ OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 966 Craigvi11e Beach Road Craiqville - Owner: George Fard Date of inspection: /0- a FLOW CONDITIONS RESIDENTIAL. Number of bedrooms(design):. 't Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x N of bedrooms): , Number of current residents: Does residence have a garbage grinder(yes or no):4 e1 Is laundry on a separate sewage system(yes or no)-.yf [if yes separate inspection required] Laundry system inspected(y.Fs or no): �! Seasonal use:(yes or no):Y 'C"S Water meter readings,if available(last 2 years usage(gpd)): 2 0 0.4 — 104,000 Sump pump(yes or no): Al 2003 — ► 0 Last date of occupancy: a•0 " S COMM ERCIAIANDUSTRIAL Type of establ'ihment: Design flow(used on 310 CUR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ lndustrialfwaste holding tank present(yes or no):— Non-sailitary waste discharged to the Title 5 system(yes or no): Water eter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records c' Source of information: Was system pumped as part of the inspection(yes or no):/ If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYP OF SYSTEM —Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Altemative technology.Attach a copy of the current operation and maintenance contract(to be ob_tained from system owner) - _Tight tank Attach a copy of the DEP approval —Other(describe):_,k o Approximate age of all components,date installed(if known)and source of information: o y Were sewage odors detected when arriving at the site(yes or no):``� 6 Page 7 of I I OFFICIAL INSPLCTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION DORM PART C SYSTEM INFORMATION(continued) Property Address: _966 Craiqville Beach Road Crai ville Owner: George FArdy Dale of Inspecllon: & •_;,, BUILDING SENV (locate on site plan) Depdt below grade: Materials of construction:_cast iron _40 PVC_other(explaut): Distance from pr vale water supply well or suction lute: Comments(on S`rondition of juutts,venting,evidence of Icakagc,etc.): SEPTIC TANK: (locate on sitc,plan) ' _( Depth below grade: PP�' Material of construction:/CullUcic metal fiberglass _othcr(explain) —' — —hot>'ctlrylcnc If tank is metal list age:_ Is age conftrnted•by a Certificate of Compliance(yes or no): ccrli —(attach a copy of ftcatc) il 1 Dimensions: Sludgc dcptlt: Distance from lop of sludge to bottom of outlet Ice or bafllc; Scum thickness: Distance from top of scum 10 top of outict Ice or baffle: Distance from bottom of scum to bottom outict tce or bafllc:LI Ilow were dimensions determined: p, �L- To j..1C Comments(on pumping recommendations,inlet and outict lee or baffle condition, structwal integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): GREASE TRAP:_(locate on.sitc plan) Dcpth below grade:_ ' Material of construction:—coitcrcte—metal fiberglass—Polyethylene _other (explain): — Dimensions: / Scum thickness: ' Distance front top of scum to top of outlet Ice or baffle:_ Distance from boltoni of scum to bottom of outict tee or baffle: Date of last pumping: Conunents(on primping reconunendations,inlet and outlet ice or baffle conditio:t, structural integrity,liquid levels as related to oulicl invert,evidence of leakage,etc.): -4— 'age 8 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SENVAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 966 Craigville Beach Road raigvi e Owner: George Fard Date of Inspection: TIGHT or HOLDING TANK:_(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: / concrete—metal fiberglass polyethylene other(explain): Dimensions: % Capacity: Igallons Design Flow. / gallons/day Alarm present(yes or.fio): Alarm level. Alarm in working order(yes or no):— Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTIUUUTIONBOX: (if present must be opened)(locate on site plan) Depth of liquid lc4cl above outlet invert: Conunents(not;f box is Ievcl and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box,etc.): PUMP CHAMBER: (locate on site plan) Pumps in work'n'g order(yes or no):— Alarms in working order(yes or no): — Conunents(n to condition of pump cha►nber,condition of pumps and appurtenances,etc.): Page 9 of OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 966 Craigivlle Beach Road Craigville Owner: George Fardy Date of Inspection O_— 4'—6;T_ SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation'not required) If SAS not located explain why: Tyne/ t — leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching Gelds,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): o i �� ' CESSPOOLS: ✓ (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: j ' Depth of solids layer: 0 Depth of scum layer: Dimensions of cesspool: Materials of construction: I i`> /C',j Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (locate/on site plan) T Materials of construction: ' Dimensions: Depth of solids:' Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of I 1 , OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Address: 966 Craigivlle Beach Road Property Addr _ Craigville owner: George Fard Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. ✓A,s �/4 i `i 10 r Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 966 Craigville Beach Road Craigville Owner. George. Fard Date.of Inspection: SITE EXAM Slope Surface water Check cellar Shallow wells n r Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You m t describe how you established the high ground water elevation: i 11 i tNE Town of Barnstable �Op Ip� Board of Health ReARNSrna , : P.O.Box 534,Hyannis MA 02601 y MASS. i639• �0 HIED��p Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a varia a request form received onIG1� f 2 � � � , the Petitioner(s), _ regarding the property at the petitioner(s) and the Board of Health agree that the Board of Health has until 2,-- (insert date) to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: Petitioners or Peti er's Representative C irman . Print: ����'`� J Print: Susan G. Rask, R.S. Date: 9 Ll 6 2000 Date: Qf b�— 2000 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 file q:extend.doc DOMESTIC SEPTIC DESIGN, INC. 804 Main Street, Suite B Osterville, MA 02655 Phone: (508) 420 - 1904 Fax: (508) 420 - 9316 Daniel B. Johnson, R.S. ,C.S.E. March 19, 2002 RE: Request for variance from Title V Septic System Repair 966 Craigville Beach Road, Centerville Dear Abutter: Per the requirements of the State Environmental Code, 310 CMR 15, I am hereby notifying the abutters in writing the variances requested for the septic system repair at the above referenced site. The meeting will be held at the Town Hall on April 16, 7 : 00 pm. For additional information, please contact the Board of Health office. The following is the variance requested: 1 . Request variance to reduce the offset of the proposed _,' -leaching -area to the approximate edge of a bog from 100 feet to 51 feet, Section B, 1 . 13 (Barnstable Board of Health Regulations)-if, 1 _. .. 2 . Request variance to reduce the offset of the proposed leaching area to the property line from 10 feet to 1 foot (closest point) , 310 CMR 15. 405 (1) (a) . 3 . Request variance to reduce the offset of the proposed leaching area to a slab/crawl space from 10 feet to 6 feet, 310 CMR 15. 405 (10 (b) . 4 . Request variance to reduce the size of the leaching area by approximately 250, 310 CMR 15. 405 (1 ) (d) 5. Request variance to reduce the offset of the leaching area from the proposed water line from 10 feet to 3 feet, 310 CMR 15. 405 (10 (b) . I thank you in advance for your attention to this matter. If you have any further `questions, please do not hesitate to call.... Daniel B. ohns R.S. , C. S.E. McKean, Thomas From: Geiler, Tom Sent: Tuesday, September 17, 2002 10:45 AM To: Klimm, John Cc: McKean, Thomas Subject: Letter of complaint from Alice Fardy(Ocean View Motel , Centerville) Mrs. Fardy is correct that the installation of a new septic system is voluntary on there part. There is no town requirement that they upgrade at this time. She is correct I when she states that the system they propose is a better system than the one they currently have. Because they intend to improve and replace the parking lot, it makes sense to replace the system now because they will save the expense of digging up the parking lot twice. Mrs. Fardy states in her letter that the proposed new system meets all of the requirements of the town. This is not correct. Title V regulations require a septic system to be 50' from a wetland. Barnstable Board of Health has a more stringent regulation that requires a septic system to be 100' from a wetland. There proposed system was located 51' feet from a wetland. They are required to obtain a variance from the Board of Health to allow them to place the system less than 100'from the wetland. They also require 4 variances from Title V. 1) Title V requires the system be 10' from the property line. They propose 1' . 2) Title V requires the system be 10' from the foundation. They propose 6' . 3) Title V requires the system be 10' from the public water line. They propose 31 . 4) Title V requires the leach field be a minimum of 1486 square feet. They propose 1140sf. Because they do not meet the minimum requirements they applied to the Board of Health + for a variance from the regulations as listed above. The Board of Health's obligation is to provide the greatest protection practical to the wetlands and groundwater. The decision of the Board of Health was to require the modifications as stated by Mrs. Fardy as a trade of for the reductions in the set back requirements. This is a judgment call for the Board of Health. The Public Health Director Tom McKean states that he believes this decision is consistent with other septic system decisions of the Board of Health. Office 508 862 4670 Fax 508 778 2412 1 T i h 'TOWN OF BARNSTABLE- = OFFICE OF e MABIL p,. BOARD OF HEAL-rH y Mw& 0o seMq. 367 MAIN STREET n rya HYANNIS, MASS. 02601 June 2, 1988 Mr. William Sintiris Ocean View MotelJ- Craigville Beach Road Centerville, Ma 02632 Dear Mr. Sintiris: You are granted a variance from the Town of Barnstable Board of Health "Installation of Onsite Sewage Disposal Systems on Marginal Lots" Regulation for the installation of an onsite sewage disposal system at Craigville Beach Road, Centerville, listed as Parcel 7 on Assessor's Map 226, with the following conditions: 1. The septic system must be installed in strict accordance to the plan. 2. The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to.. 3. The "motel" cannot have more than ten (10) bedrooms. Sewing rooms, lofts, dens, enclosed porches, finished cellars and similar type rooms are considered bedrooms, according to the Department of Environmental Quality Engineering. 4. The "apartment" building; formerly "Jays Cold Drinks," cannot have more than two (2) bedrooms. Sewing rooms, lofts, dens, enclosed porches, finished cellars and similar v7pe rooms are considered bedrooms, according to the Department of Environmental Quality Engineering. 5. The existing onsite: sewage disposal system must be removed or collapsed and filled in. 6. The onsite sewage disposal system must be pumped every two (2) years and written certification from a licensed septage hauler submitted to the. Board of Health. This variance is granted because the existing onsite sewage disposal system is located in close proximity to the wetland and is in all probability contributing to the pollution of the wetland. It would appear that the proposed system will alleviate: a source of pollution. IV ►,r ruly yo 20 r M.D..over C. M. Farrish, i� Chairman Board of Health Town of' Barnstable: GF/bs Y Commonwealth of Massachusetts Executive Office of Environmental Affairs 9 G �? Department of Environmental Protection � f WUciorliaiw F.Weld Troy Coxe Argeo Paul Celluccl David B.Struhs U.Goamor .0 Commhrifornr SUBS ACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM �i eac L, PART _ CERTIFICATION Property Address: Address of Owner. Date of Inspection: e./s 3 0 .,c) (If different) Name of Inspector. W.E. Robinson . S R Company Name,Address and Telephone Number. ( 5 0 8)7 7 5-8 7 7 6 W.E. Robinson Septic Service P.O. Box 1089 Centerville MA CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: _L Passe/ s _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature: Date: >go The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A,B, C,or D: A] :tl PASSES: e not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection- In yes,no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not) The septic tank is metal, cracked,structurally unsound, shows substantial infiltration or exffitration,.or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 One Winter Street • Boston,Massachusetts 02106 • FAX(617)556-1049 • Telephone(617)292-5500 i�J Printed on Recycled Paper ti ,i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Ln Cr�4 iqU,ll� /3e-Ach R D Owner. Date of Inspection: B]SYSTEM CONDITIONALLY PASSES (continued) T Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is levelled or replaced The system requite Pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed Cl ER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. Z) IYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) ETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 3) O ER I ' (revised 11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) " Property Adde+esa: 9(p �P G�'� 4/Ur Crr7`Ll-v I d/— Owner. � ;/,C a 4/ S Date of Inspection: D) TEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for his determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the Backup of sewage into facility.or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped . Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds, ammonia nitrogen and nitrate nitrogen. EI LARGE SYSTEM FAILS: e following criteria apply to large systems in addition to the criteria above: system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public and safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or a mapped Zone II of a public water supply well) The owner o operator of any such system shall bring the system and facility into hill compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Owner. Date of Inspection:L1..3 Check if the following have been done: Pumping information was requested of the owner,occupant,and Board of Health. _.j�oone of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. .I=,As built plans have been obtained and examined. Note if they are not available with N/A. ZThe The facility or dwelling was inspected for signs of sewage back-up. system does not receive non-sanitary or industrial waste flow _Phe site was inspected for signs of breakout. _All system components,excluding the Soil Absorption System, have been located on the site. 'he septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction, dimensions,depth of liquid,depth of sludge,depth of scum. ZThe size and location of the Soil Absorption System on the site has been determined based on existing information or Y roximated by non-intrusive methods. _TThe facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11/03/95) 4 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Adam �- Owner. Date of Inspeodow. 4/ 3 O 9 C� FLOW CONDITIONS lr�tFBIDENTIALt . Deep flow:_jfP_pUons Number of bedrooma:—Y40 Number of current residents:0 Gar bege Winder(,yes or no):N Laundry Connected to system(yes or no):,?t/d Seasonal use(yes or no):__X�`S Water meter readings,if available: lest date of occupancy: j—/s^S S COMMERCIAL/INDUSTRIAL- Type of establishment-, % Design flowi)�pllons/day Grease trap present:(yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non4 anitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings,if available: Last date of oocupancy: OTnER:(Describe) — lest date of occupancy: GENERAL INFORMATION j PUMPING RECORDS and source of information: G/=•.,- 6 Q/ Yc� .z 1, O w x rr ti System pumped as part of inspection: (yes or )on,0 If yes,volume pumped: gallons Reason for pumping: Tl[PESYSTEM Septic tan></distribution box/soil absorption system Single cesspool Overflow,cesspool Privy Shared system(yes or no) (if yes,attach previous inspection reoords, if any) Other(Uplain) APPROXIMATE AGE of all components,date installed(if known)and source of information: '2 6rl X S Sewage odors detected when arriving at the site: (yes or no) A-v (revised 11,03/95) tt SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: q C t 9��Ur ll F� 3f Qc y 12 Owner. ��! i C.dt`d rL�'S J Date of Inspection: 3 0 FLOW CONDITIONS RESMEN77AIA Design flow:cF E0_gallons Number of bedrooms:,`i' Number of current residents: Garbage grinder(yes or no): Laundry connected to system(yes or no):AO Seasonal use(yes or no):_2 -°r S f Water meter readings,if available: Last date of occupancy:-Z::l S^� COMMERCIAL/INDUSTRIAL- Type of establishment: Design flow:_gallons/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings,if available: Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no)_,j�- If yes,volume pumped: gallons Reason for pumping =L,'�tanWaaribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components,date installed(if known)and source of information: �' rl A-5 Sewage odors detected when arriving at the site: (yes or no) A.-O (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) - Property Address: / (9 �/'A!f Ll/l/Ei ��� A d7 �J/ s Owner. Date of Inspection SEPTIC TANIQ (locate on site plan) Depth below grade: I , Material of omstriction•�ceacrete y_metal_FRP_othgr(e:plain) Dimensions:4 S /()' Sludge depth: Q Distance from top of sludge to bottom of outlet tee or baffle: 0 Scum thickness: 0 Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: 4n Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) 671 11 4 t� a I a � C i C® u G 6Z S I—C> R,00( O E TRAP:_ (locate site plan) Depth bel grade: Material constriction:_concrete_metal_FRP_other(ezplain) Dimensio Scum hem top of scum to top of outlet tee or baffle: &*m bottom of scum to bottom of outlet tee or baffle: Comm re dation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) 41 (revised 11/03/95) 6 F SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner. Date of Inspection: l a 3 G TIGHT OR HOLDING TANK: (locate site plan) Depth below Material of n:_ooncrete_metal_FRP_other(e:plain) Dimensions: Capacity: ons Design flow: one/day Alarm level: Comments: (oonditio of inlet tee,condition of alarm and float switches,etc.) DISTRIB ON BOX:_ (locate on site plan) Depth of ' 'd level above outlet invert:�� Comm to: (note' 1 and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) PUMP CHAM Elk (locate on site ) Pumps in wor order-(yes or no) Comments: (note oonditi of pump chamber,condition of pumps and appurtenances,etc.) (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C / SYSTEM INFORMATION(oontinued) Property Address: q&t� f��� !'l�/, / CC-A �✓J �G>�i'!/i//,C— Owner. Date of InspeoNon: SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain: Type: leaching pits,number: leaching chambers,number:_ leschin galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: Comments:(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.) CESSPOOLS: (locate on site plan) • fl Number and configuration: Depth-top of liquid to inlet invert: D✓iy Depth of solids layer. Depth of scum layer: Dimensions of oesspool: Materials of construction: c c S Indication of groundwater: / A inflow(cesspool must be pumped as part of inspection) D z V Comments:(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) PRIVY: (locate site plan) Ma of construction: Dimensions: Depth o lids: Common (note condition of soil,signs of hydraulic failure, level of ponding,condition of veg etation,etc.) Y/W (revised 11/03/95) g v r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(oontinued) Property Add. Owner. Date of Inspection: SKL"M a OF SEWAGE DISPOSAL SYSTEM: } include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' I =Ii 1 Cr ` t_ 5 z 3 o ,: r ,SAY 1i�"� c 6 G a y C•z r i DEPTH TO GROUNDWATER Depth to groundwater. 'g fg feet method of determination or appro:imation: I o w A- U"'k GO H (revised 11/03/95) 9 �Q�oF?HE T TOWN OF BARNSTABLE sl OFFICE OF HaaKABIL r BOARD OF HEALTH 00 16O 0 MAY �m 367 MAIN STREET b� HYANNIS, MASS.02601 April 10, 1990 To: To Whom It May Concern FROM: Thomas A. McKean Director of Public Health RE: Ocean View Motel The existing septic system at Craigville Beach Road, Centerville d/b/a Ocean View Motel, listed as parcel 7 - on Assessor ' s Map 226, must be upgraded to conform to Title V of the State Environmental Code prior to opening the motel in 1991 and prior to any building permiet approval (ie conversion to a condominium) . The existing system consists of an 1800 gallon septic tank and J one leaching pit for -the ten (1.0) unit motel. Also, the groundwater table appears to have risen since 1966. Therefore, the .septic system does not appear to. meet Title V. z K ZIL AY LANE CORPORATION P.O. BOX 1265 Marstons Mills 428-7140 • 778-4759 MAY 2, 1988 BOARD OF HEALTH TOWN HALL TOWN OF BARNSTABLE HYANNIS, MA 02601 TO WHOM IT MAY CONCERN: PLANS TO RENOVATE THE OCEAN VIEW MOTEL, LOT #7, CRAIGVILLE BEACH ROAD, HYANNIS ARE TO TAKE AN EXISTING 11 UNIT (ONE BEDROOM) BUILDING AND CONVERT IT TO A TEN UNIT (ONE BEDROOM) BUILDING. WE ARE LOWERING THE NUMBER OF UNITS TO LESSEN THE IMPACT ON THE AREA. PLEASE NOTE ON THE SEPTIC PLAN THAT 18 UNITS SHOULD READ 11 UNITS. THIS WAS PRINTED IN ERROR. SINCERELY, WILLIA14 L. SHIELDS, BAY LANE CORPORATION I y� 7H E Tp No. OFFICE O,F THE BOARD OF HEALTH 3 BARNSTABLE, o J OF THE i 900 039• OM TOWN OF BARNSTABLE, MASS SEW �1 E DISPOSAL PERMIT` . # s wra t # ,tie.t. Permission is granted to � �_a.� � =�-µ� ,_ ______ o construct _---------------------- Sketch_ 5 Upon the Premises. of q In the village of �P, 100 or more feet from-any.source of water supply . 20 feet from building 10 feet from property line l f �a�` ryry � .r.. wrwsy.wyve '- _� � Health Offi "' 4 b { 70�f a NU b d r N "-�-. W CAW J Q lu ,O % 0 o cvl� n � -j" m Ilb 9' �► "' o 'I 0 b 1 , co m ot> A I I I I JV �.. .4 a n �}.t. •-• .' • f � _ - ._vim ��- - _ �� a� ti , t I I � / s o ci � C 0 cj, 3 46 Z \ o 6 . NlrS r ° 919 'CS £�►�6 g'7 1N�i�z1�^o7� .4)M r c °1 fy �57317 c+7 �+�� •� e 7 v S�rS -�►�ar5 ^' .��� d� {c/d�ool/� �rS 9& b/ :(o�o�r✓� %S 7-dual 9 a S C oo� s �S � oxpoi ,9 c V lv b'!"�7_S-;5 ! Jve 7-7*;9 o0S/ env e Viol 1:3 Ad Wr 77 t v 0 3 f 71f d�lDor/ = want'/� oll a 7-V..iow wacy I/ ol + l . � Ft' . I q d , _ '''t D w Q diyiv J R� U N `o r� -V 3 a 1 G � a 10 w � G 0 o � I 1 I � LM N f � 2'I C G � a la h LW m r n co ' f t ' 1 i 2�' r r Li = o r •+n ...y .. � ...:...�.— ..I.—,.-. _` ._ ir.-..-.:s-s_. _—.:�- -_�.sa+;i. _ -_ �_�.�.� -w..- sue.— -,mac __ _ - _ _ - additions and alterations to the O - IT TE CEA . N V O L . 966 C. raigville `Beach Road , Centervi- Ile , MA AR' CHI - TECH ASSOCIATES , INC . Ff !< t .�....__,-.-.._� ,,.,. ..,r*r.�rgFer��T;.,Pry.i�,{. ��,g., .....,.r '•q•,•.a.,�",�^m; rl .'.....r-n-"-:r�,- ,*-...�-K.-•, .- ._ ,ram.«-�_,�•... - - .. ._ .. _ .. -. _ .. - - ,r ,: � ,.. ,. ... .. ^6'"'K" ,,ler'�R„- „'T^�' ��w'""'►.t-....,.., .,.�.«•r..,rfi.._,t -...TMw•,r.^,«nr"T;»x..• r 1 • �r i i h I • I I L' I hI V ,.� --ra•�c.�. n u. uver_5 � � �I 1 _petalGFJ ULTA E MOT'�J E t— 1' '._Vl'-'• '-IC':t,o?q F,q ;. : 1 I. lY'„ 1.�'�r'`iAt. Tih1 Fr,4 11 '.,U IT Flf 18 (I, ) r C,�r•..,,.,JT 1 , !'. UU1r i rpG:?r,G6D nf7 r'1TI'?11 AI- _- I t r, r,UIT r0 i5'' tI.MT:'F f) }UI) rrLGl'O,S r., -••., t I ulr , FLIY)I� i �__ F I,uIT: nr, _oTa� flrJgQ ' --C' --- .._ ---T .r- � -''rr�� I1I1.. - '_ 2' 1'T IC 71,uu- .,yo,;, ItS50 c A•_> U;S ;Tl) r•I'., .A''T I+lr,6 .Ar_. 7AAf f; 1 { 6lsV. or XI3 T. f1U. 1st, �'I.OUr1 Ay,U I••t Sf) 70 C�> =6.0O' 1 I•-- -�-- -- - J 3. 11CTUM) r);p J','1! - 1 LEA:W Ura PIT 1'CK 1)'_ATIOU RATS r—z Ill/IU';;u. �B c tYD; T4v j„T OROr.. _ .r,A 5.F.r. 1 I.. ,t r',.au, >•- PI_AA1 VICIU h. t_rnCulU; PIT Ir'-'r.no .t r 'r Ur ur:r,1 TC•U U„lal K,A, ., _ - ' ^•1",'?L BLT,k LIurm Off/ 14'VT7' -i 'fS : y-�.,.-,�• _.S�s t l 7 Se'i , - Il E'-T PU rl e.r, v r rT. i I=••� _ / ,F,l� I •--` _ a:1', __•I. :IS-- _-- �' •• ••.+-w•�...........� r F r .:7`I, t ;1 r' ! t 2•J Ix I I ti s t .I n, G26 r� 540 Ix �_, , v'rr• �l r+jr'Iu,nr .T-,t,,I']F ",';r I' t 1- MtJ I^1 r ld•+l' tl Irs��lC)'-Tl, I ..�,ti.,S'Y'! I ' , i p ` y .. 4­1 r.1.1. TI r S 1 � ' � I I "�- .1f,U Itb`✓r, ter,. 'e nT"� :'�I .l i Tlalb SuT.. :� I � - --..S. -� sS] .���rI _..-._..._.-a.,a,>..,....,. .. � I F� r: :vnnn _'t': t•:�, :r I, a, 14 _=.V •.► TUG v'r l',TIIE, rllr•',T T,.,,.,_ I 4. T 1)rr1E: �I r; l r -.. T=•I --r ,._ --r =-t s. nl•! Fltnu,I ft•dal I � '.'. I I ! - - _- , T'(nr, nl 14. -or r UI Tlc. Tp �-vT" MI CA, Ip nJ 4 . a - ' A il )I I 'il r' i" I I I1 (j'C•,rlr'1 .I, :.V r.y L. •' ... T• 1J f / I . ^.h11 T • i- .Q [ L rl 1 ! 1, I{1 t• ,a.;a � N T-) • -.y.,.ran r �� 1 _ I _ rani, ,n•v.; r.n r. -.r.-, nut.yrr ..:. r, _ I l � '� ' N rMk/NI1:. - r..� -y �rh. U��}t'�tl.� --_-__._.._- 1 ry I�k �k�'� ,1. t j •� "� _ �. - ..�_.-_ � � � � /� \/ ' � � t_w � J � i!)ln'II.� 1 ,I - nru r t, 11 �•^ 4 j I_� ' I r. .f'r � � 4 p �s���(rl"v G • 'I OM .'. k '" Dnlin1,•.-rn 1 •N"l.; r a(ust nn Jf'. to:. Ul,ri - THE CC)I ti'� Xxocl:v.tu/ ,I a ac uT, Auo I I; FOR R,"P']NSIRLE , ,�/ I� HEALTH C .( I TNICT i I i,LE HOS- - PI'I'AI,C 1.L. �1 .L'„1i0, FOR 1 U 'I 14 J_ -, 1 r c-. c.. INSPL TIONS A' Rr_QUIRED IN T t cnl.^.l.r•,:a t -r,'t LE'I"TER OF SAME DATE APPROVING t},r r'o l'a'. t.. r.uen L'? c an,,,++ono cov,•t nnn i '•", 'ra ,'a' .,Anuwq r ,. THESE PLANS. 1 V �sl t1`n1``►''� ,a a 1 �_ �:TC,V s n•_•. n,aUVuu - ..I'�.. r7 _ '1� - V� 1 1 `' _��-._.._-__._ _ �`�..Y.. t- I IJ'„ I RrPA�T' At75A•54i,!:,. V �. �. y ✓E�TIrI►J •rt Pam. PppROVEp 'r s ss.De'artment of PubC Health t,� rJ,`i. i ❑,ucCH Ma GG— --, _____ I 1' „I •) � .��f' r,c �:,,. �r.n ,vn,� „1 r`��I. _ �, < ivi on of Sanitary Engineering • G�I etsv Ir.a�'r'srnTw o,ATKrx af'I1r n '•v I ... ... \ /�Ul_ JQ�IlJ�'. Uj W Date ' ! I I 1� 4' e'.9v. '.T n'.i rr:>v Is.o4'�4 / on•. n I '• Z .1aj W« Y D5761' o• V,7 IROU MVIG taut) COV F: v.nv� say qa _. (.�l f,.!J I l!:�! III): 1 .) :111 I � Pt?FOP LE-NVAIW7, PIT SEPTIC TNu�_' . OfESS - G { , - ---_-' -- _ t1�.t71urT t-vJT•1• .�F'. { ` �►� ..� •. _ 1 a I { oar, G:,C-.,u1 r.Jl,.z1�17 v ' •..:e_a -.. }fI M1 LL ,!))..1 T.) TU_. _;'l"-, 111!'T r r1UT6: IIJVFtRT FKL AI'TC F'JR 1.P1�f;{-111J:-� fTT I I 1!1 I U V! ._ ROM) r_I;':I It./I i.h Mi% u f - T rI, )r . i . al'�[ un Im.rc.av,n,rn, 1 I , i E SOIL T ST (# P-684`3) �T ��•-A OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 24" DIA. C.I. py DATE OF TEST FEB, 16, 1988 DATE{ OF TEST FEB, 16, 1988 DATE OF TEST FRAME 8 COVER 4 SCH 40 PVC - -- ,---CLEAN SAND WITNESSED BY J, DUNNING WITNESSED BY J- DUNNING WITNESSED BY_ TO GRADE PIPE -MIN. PITCH <2 <2 1/8" PER FT -4" DOUBLE PERC. RATE MIN./ INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH PERFORATED I ,� ELEV= 9.7 -ELEV. = 9.2 ELEV= 12" MAX PVC PIPE -- 2" LAYER OF � o o 1/8'- 1/2 WASHED HARDENING HARDENING v' --- o ° p 2_ �-2% MIN. STONE I ;� 24" Ie A ........ -- - of 2" FORCE LINE I LEVEL MIN. EL 6 ALARM ...: .o ; ELEV. INLET FROM f 2- SEPTIC TANKS 4 -- -- - ---- - __ 9.0 �., MIN. _ E L= _-8.6 MEDIUM - FINE SAND MEDIUM - FINE SAND EL, = 56 -- _____- EL= EL = 8.8 8.6 0 o D o 0 0 e _ j `--EL= p o 0 0 0 0 p o D o a •L. -- E L= 8,1 11 i DIST EL= 8.5 - loe' 108" , BOX 3/4"- 1 I/2' (2), 82' L. x I' W. WATER AT. 9-4" EL = I.9 WATER AT __84" EL= 2-2 WATER AT EL= WASHED STONE ---- - ------------- -- ----- ADJ3.0'USTED ABOVE LOCATION MAP BOTTOM ELEV. = ADJUSTED H2O PUMP CHAMBER (SEE NOTES) ---------- ---- ------ - -- -- -- -__------ LEGEND : -- DESIGN NOTES (continued) - BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL= 2.2 ADJUSTED GROUND WATER TABLE ( 2 /16 /88) EL= 3.6 EXISTING SPOT ELEVATION 0OX0 DISTRIBUTION BOX TO BE WATER TESTED FOR EXISTING CONTOUR - - - 00- - - - - - LEVEL FLOW AT TIME OF INSTALLATION. FINAL SPOT ELEVATION " A FINAL CONTOUR -- PROFILE OF �( SOIL TEST LOCATION CAST IRON SUPPORTS OR EQUIVALENT TO BE , E WA G E DISPOSAL SYSTEM PROVIDED FOR SANITARY TEES. TELEPHONE POLE -4- TOP OF FOUND. NOT TO SCALE EL, = 10.47 HYDRANT w =_ w� _h. .. ., SYSTEM TO BE VENTED AT DISTRIBUTION BOX. I I'0" (2000 GAL.) TOWN WATER CATCH BASIN 'l � L. 1 17.0,. (I'�00 GAL..) 24" DIA, C.I. FRAME 8 COVER ALL FILL SHALL CONSIST OF CLEAN SAND p //t-� yl - �TO GRADE AND COMPACTED TIC MINIMIZE SETTLEMENT. I 4" CAST IRON PIPE OR EQUIV,: GENERAL NOTES : x MINIMUM PITCH " PER FOOT - --- PUMP CHAMBER SHALL BE EQUIPPED WITH I. ALL WORKMANSHIP AND MATERIALS SHALL 12' MAX, I 12" COVER DUAL SUBMERSIBLE PUMPS, HYDRO-MATIC I ',, CONFORM TO D.E 0 E TITLE 5 AND THE FOUNDATION -------- TOWN OF BARNSTABLE RULES 81 REGULATIONS SP50 OR EQUIVALENT, W.l REMOTE ALARM TO I I WALL �'y' - ` PRIMARY TRENCHES. '_ - ----- BUILDING. FLOAT SWITCH RANGE SHOULD BE I - "r� : FLOW LINE APPROX. TO DOSE 3X DAILY, --� `'--�- �I �r 6'0" 2000 GAL.) I °4 I ! 2.ALL COVERS FOR THE U TO SUBSURFACE ETARY DISPOSAL ATS OF SEWAGE BE EL. = 8,0 II 1� ( _ , BROUGHT TO WITHIN 12" OF FINISHED GRADE F / -�I8' � �I _ IL 7'O' 1000 GAL,) R t. = 7,4 EL. = 7.15 ALL TOP 8 SUBSOIL SHALL BE REMOVED - \ - I / I XI TI a FINAL I t RESERVE WASHED S�NE/ 3 E S NG AND GRADES SHALL REMAIN FROM UNDER AND FOR AROUND LEACHING I I ESSENTIALLY TH E SAME ';I FACILITY AND REPLACED WITH CLEAN SAND � AS INDICATED ON PAGE 2. i I , 4. NO DETERMINATION HAS BEEN MADE BY THIS ADJUSTED GROUNDWATER EL. = 3.6 OFFICE AS TO COMPLIANCE WITH TOWN L. _ _ - _ _ _ - _ - _ _ _ _ _ _ _ ZONING REGULATIONS. OWNER / APPLICANT IS IF REQUIRED BY BARNSTABLE BOARD OF TO OBTAIN SUCH DETERMINATION FROM 2000 GALLON HEALTH, DESIGN ENGINEER SHALL INSPECT - 24° DIA COVERS APPROPRIATE AUTHORITY SEPTIC TANK AND/OR CERTIFY THE INSTALLATION OF THE y 5. THIS PLAN IS VALID IF IT IS STAMPED AND SANITARY SYSTEM. 48 HOURS PRIOR NOTICE PLAN VIEW SIGNED IN RED. THIS OFFICE ASSUMES NO (H-20) REQUIRED TO THIS OFFICE BY THE RESPONSIBILITY FOR INFORMATION CONTAINED CONTRACTOR FOR ANY REQUIRED INSPECTION FRAMES a COVERS SHALL ON COPIES WHICH DO NOT HAVE ORIGINAL OR CERTIFICATION_ ( CC CC_ �-.LrU R!A-CnkiM- IWITC i` �I S-1ArvINS ANu :3,UNAIURES i WrIiCH AI l: TO BE MORTARED 6. ALL COMPONENTS OF THE SANITARY SYSTEM PROFILE !�F IN PLAc . SECTION A -- A SEWAGE DISPOSAL SYSTEM -0:. . -- . ,� -., .••_• . ,�.: • _ SL __--_ scaLE: r' = 4' SHALL BE CAPABLE OF WITHSTANDING H-10 (OCEAl�JVlEW MOTEL) INLETLOADINGUNLESS THEY ARE UNDER OR WITHIN 3MIN. TLET 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 26MNIN• FLOW LINE ----- ' 10 FT OF DRIVES OR PARKING AREAS i 'D•• -�- o- /--REMOVEABLE COVER :•:a i0" MIN OUTLET PIPES - TOP OF FOUND. 24 'DIA. C.I. EL. = IOJ7 FRAMES 8 COVERS AS REQUIRED VENT 10' MIN. I TO GRADE ! c 7'4" �2000 GAS.) APPROVED : BOARD OF HEALTH _ .•�•• E'2" 1000 GAL./ 4�.•. : 4 FT MIN. o INLET FLOW ` I USE 4" SCHED. 40 C I � t MINIMUM PITCH �-" PER FOOT LIQUID ..._�,. � � \LINE , I __� DATE AGENT DEPTH U- _ _ 1" 2" 6 PROJECT LOCATION 4" CAST IRON PIPE OR EQUIV.; 4 . q. 966 8 974 CRAIGVILLE BEACH ROAD MINIMUM PITCH " PER FOOT (LOTS 6 8 7), BARNSTABLE, MASSACHUSETTS ,: •.�, ;• •'o.' . ' INLET TEE PROVIDED OCEANVIEW MOTEL/JAY'S SOFT DRINKS _ ► " ��- PER SECTION 15.10.2 APPLICANT• TITLE 5 :,• I FLOW LINE WILLIAM G. SINTIRIS CROSS SECTION VIEW OUTLET TEE NO. OF OUTLETS : _ 3 P.O. BOX 458 CENTERVILLE MA 02632 ^ EL, - 8,1 LIQUID DEPTH TEE DEPTH iWAM EL, = 7.8 EL._ SEPTIC TANK DETAIL BELOW FLOW LINE I NOT TO SCA_E 4 FT. 14 INCHES D I ST BOX DETAIL L and Use 5 FT. 19 INCHES NOT TO SCALE E Ei FT 24 INCHES lechnologMAX. ��7 FT 29 INCHES Inc. • 8 FT. 34 INCHES VARIANCES ( FORMERLY R. ✓. 0'H -ARN /NC. ,I 1000 GALLON .THE FOLLOWING VARIANCES 4_E REQUESTED SEPTIC TANK DESIGN CALC`�LATIONS FROM TITLE V OF THE STATE SANITARY CODE ( Engineers - Lond Surveyors - Sanitorions AND BARNSTABLE HEALTH REGULATIONS: 35 ROUTE 134 - UNIT 3 - P O. BOX 237 NUMBER OF BEDROOMS ..__...._...._............... SOUTH DENN/S, MA. .. . ........................ 10 2 GARBAGE DISPOSAL UNIT NO No _ • 310 CMR 15.02 (17): VARIANCE FROM 10' i REMOVAL OF TOP 8 SUBSOIL REVISIONS TOTAL ESTIMATED FLOW ' # BEDROOMS x 110 GAL/BR/DAY »»»»» -- 1100 GAL/ DAY 220 ! ' •'`>, ,�k�rt'+ PROFILE OF REQUIRED SEPTIC TANK CAPACITY. 1650 GAL 330 • 310 CMR 15.03(7) VARIANCE OF 6' SOUTH ? `�,•' '4» �'� _ SEWAGE DISPOSAL SYSTEM ACTUAL s1zE OF SEPTIC TAIiK 2000 GAL laoo SIDE, AND 4 EAST SIDE. DI TTA,vcEs To ,�„afi y� u LOT LINES, FROM THE SANI,AFY SYSTEM. *�a [K• 1�J, r (FORMER JAY'S SOFT DRINKS) LEACHING AREA REQUIREMEN'S SIDEWALI_ AREA 2.5 GAL./S.F. a � ? • 310 CMR I5.03 (7) VARIANCE OF 15,5' TO + x' •° ` " Y BOTTOM AREA -.-_LQ -.- 5AL /S.F THE EXISTING BUILDING FROM THE SANITARY % �`'•• . ••' + LEACHING CAPACITY ( BOTTOM + SIDEWALL ) _-_- 1409 GAL. (TOTAL) s SYSTEM, 2 (2 (82 + 1) (1,5) (2.5).+ (82 11) (1,0)1 = t� REVISED 5-6-88 DID w. T T SCALE DATE RESERVE LEACHING CAPACIT`... _ _ 1409 GAL. (TC ) H0 • BARNSTABLE REG. - DISTANCE O WETLAND 2 I2 (82 + 1) (1.5) (2.5) + (82 : 1) (1,0)1 = ti JAM ' VARIANCE REQUESTED - 38.5' TO RESERVE, AS NOTED MAR. 25, 1988 +: tU.6% - AND 30' TO THE PRIMARY SYSTEM. DR. RV- DAVE DUMAS APPD. BY I 4'ficAR T 'WF I�o. 27a j • 310 CMR 15,03(7) VARIANCE 0� 5' FROM JOB NO. SEPTIC TANK TC LOT LINE. RE�.,'UIRED l0' SHEET 3 OF 3 s'ovat cos 88-4107 FORM 9/10/87 � r K _ .._.... v. .._ ,. .--.....- -.',• ... ..... ,._A-ter.«... . .„. +-�,r, ay4a� r.. • L + }' r-^' !''a t l<',w�� .Yr saa,'"•m*J M �,s e tl 2 Ci 5 3{ i _ a •e j �{ ��t :a t.- 1 r xA;:� 1* ���ia��AC ��('T`✓�T� .'� �.- 7. ° .�7 f-r• : <,�,. rF+ a yl" °•*,S "t'"4' i 7 #' Y h t' '' (:'fib �4 ���1i{�T ' �. '� � +'P i4$ �y�"f„'� y z:k'� i �t, a•i, .- � a•. _ i' • ( P�� l� �`..Y� £Y k •^ � d JIB_ r�e'' ?r t0.z�y'r •rt 9Ji.. _ �Z,. �. ,,: .' H 1e= `_a?. •E,'°•a. '.• ' 'y-_..' ,s 3"'y .+a nn r ,' M^f x 4t i; 1' L 4: 7 I G I. r I �1 N ' m v. J 1 � zX � SALT / BRACKISH MARSH BRACKISH MARSH / A.M. 226 LOT 4 JEREMI AH J. CRONIN A.M. 226 LOT 8-1 SUNI SANDS REALTY TRUST I 1 TOP OF COASTAL BANK 1 \ JL Y \TOP OF COASTAL BANK EDGE OF MARSH 0 BOTTOM OF BANK ELEVATION 4 150.00 ` BREAKOUT LINE LOT 5 - (L. C. LOT All) STAKED HAYBALES -TOP OF COASTAL BANK--_ i 1I,000 ff2± / tA 1 .93_ _ _ - ~'' .... _- - - LOT A3) .. - LOT 6 i 7 _ EXISTING SANITARY SYSTEM _ - _.-. TO BE REMOVED (L. C. LO A2) �t \33 - EXISTING I 7,900 ft I 'N 00 __ CONCRETE WALL Rl MAINS RES TA URA N T C EXISTING _ _ 6.95 __ f DECK `-=i1\ F,ND. 43.5' ! � / ! /� DECK - / 58.5' TO RESE�CE ` I DECK RELOCATED H2O LINE DECK cV - I_. _ _ _ _ 10' MIN. FROM LEACHING 'RENCH I 'r STAKED HAYBALES EXISTING ROCK WALL --1 1: - ' -- � , "OCEANVIEW MOTEL" #2 1000 GALLON"""Df�YWELL \ "JAY'S COLD DRINKS"' SEPTIC TANK PROPOSED !O UNITS l C.I. COVER \� (2) 1 BEDROOM - -- TO GRADE (TYP.) \ DECK; W APARTMENTS — 4 «__ -- - 45' ELBOW'` / PROPOSED 10' REMQ/AL 166.5' TO Ip3 \\ (SEE NTE) I RESERVE IF G DECK \ 10' REMOVAL +�"2 � • r \ ���\ Y ►' (SEE NOTE) j \(2) LEACHING TR�NC DHEi `EACH 82' L. I W. \I.,' D. DGE OF EXISTING \ N \ #1 \ \ BITUMINOUS CONCRETE / �p \\ \\\ 9K5 TE PARKING AREA APRON 1 / / r \ — ELBOW q DECKcq / E '` DECK •O �•_ �.-.._._._..-... ._._-.._.- ` -+.._-�.�sT � --_\ - �i....i .. � O , � / ter,. \ \ EDGE OF PAVING `-` ----- - _ ----_'_ _ �; �t _"_'�-� CONCRETE APRON P.P. #83 - - -_..._ _ UMPIN _-��"�`- CHAMBER � � "EXISTING SANITARY SYSTEM TY 160'± TO EDGE OF BEACH @ PARKING LOT GA E - 100.0 _A H20GAT �--�ll TO BE REMOVED \ EDGE OF PAVING GATE in NEW 2000 GALLON -j LT. BENCHMARK: ' 4.5 '�� H--20 SEPTIC TANK LOT 7 Q TOP OF H2O GATE ) P.P. #24/82 22.9 _ (L. C. LOT C) Et-:'V. = 9.0 (NGVD DATUM) 5,500 ff-cn BENCHMARK: 5?.0 r'l Cr- CRAIGVILLE BEACH TOP OF L.C.B. v ROA D -- DESIGN NOTES -- ELEV. = 9.57 (NGVD DATUM) PLANTER 8 SIGN • � z FOR PLAN LEGEND AND PARCEL LOCUS, SEE - -- j PAGE 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO TITLE V OF MASS, ENVIRON- MENTAL CODE AND TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS. FOR SANITARY SYSTEM ELEVATIONS, DETAIL SPECIFICATIONS, AND VARIANCES REQUIRED FROM TITLE V AND BARNSTABLE BOARD OF BREAKOUT CALCULATION: HEALTH REGULATIONS, SEE PAGE 3. THIS PLAN IS VALID ONLY IF STAMPED AND (9.8 - 8.0) + 60 - 150 = 4.5 FEET REQUIRED SIGNED IN RED. THIS OFFICE BEARS NO 54 FEET ACTUAL -- O.K. RESPONSIBILITY FOR INFORMATION CONTAINED WHERE WATER AND SEWER LINES CROSS, ON COPIES NOT BEARING ORIGINAL STAMPS BOTH SHALL BE CONSTRUCTED OF CLASS 150 AND SIGNATURES. PRESSURE PIPE AND PRESSURE TESTED FOR I WATERTIGHTNESS @ TIME OF INSTALLATION. ROOF RUNOFF SHALL BE CONTAINED BY �5N °f Mrs GUTTERS AND DRYWELLS AS SHOWN. NSPECTICERTIFY a��P sq_ All* ^� DESIGN ENGINEER SHALL I � RICHA �' � J o HARD W SANITARY INSTALLATION IF REQUIRED BY N MES BARNSTABLE BOARD OF HEALTH. 48 HOURS ''''►�`cctrN"`''•, Z 27871 EA HAYBALES ARE TO BE STAKED IN PLACE PRIOR NOTICE REQUIRED TO THIS OFFICE BY THE CONTRACTOR PRIOR TO ANY INSPECTION. ��, �S�'" [��,� ,'` s �fc�r\� ��/sTE�4 ti = TO CONSTRUCTION AND ARE TO REMAIN IN CO ,s�o•,•' •..��.:- U �'s S�IMfTAR1 PLACE UNTIL REVEGETATION OF DISTURBED INC. )917 PROPOSED SANITARY FACILITY REV. 5/6/88 DMD r • , � + Z AREAS IS COMPLETE. `� VARIANCES ARE REQUIRED FROM TITLE V AND Z ��,, .•` 966 8 974 CRAIGVILLE BEACH ROAD BARNSTABLE BOARD OF HEALTH REGULATIONS; CL ALL TOP & SUBSOIL SHALL BE REMOVED SEE PAGE 3. TOWN OF BARNSTABLE "•'`'� •' •••'''s '�� •"' (1__U1-S 6 & 7), BARNSTABLE, MASSACHUSETTS �''•4;t� �} P`0. OCEANVIEW MOTEL IJAY'S SOFT DRINKS FROM UNDER AND FOR 10' AROUND LEACHING SCALE: I" = 1O APPROVED BY DRAWN BY ° FACILITY AND REPLACED WITH CLEAN SAND i s (HATCHED AREA ABOVE). 3-25-1988 88-410 S WHERE POSSIBLEHAC . OWNERIAPPLICANT: WILLIAM G. SINTIRIS ET UX a P.O. BOX 458 CENTERVILLE MA 02632 W cc LAND USE TECHNOLOGY, INC. P.O. BOX 237 DRAWING NUMBER 1 1 35 ROUTE 134, S. DENNIS, MA. 02660 2 of 3 wl Y NOTES (+°° ) (gym) 1.BLOWER PIPING TO FAST MAY NOT EXCEED 100 FT Specifications For MicroFAST 1 .5 Wastewater Treatment System GENERAL 5. REMOTE MOUNTED BLOWER(30.5m) TOTAL LENGTH AND USE A MAXIMUM OF 4 1, -r LPM) with a 2.0 design safety factor. (clan) ELBOWS IN THE PIPING SYSTEM (® 100 FT). FOR 6 optional rc - - - - - - _ - DISTANCES GREATER THAN 100 FT--CONSULT The contractor shall furnish and install (1) The blower may be mounted remote withno An O P ( ) Six Inch hole and - FACTORY. BLOWER MUST BE LOCATED ABOVE MIcrOFAST 1.5 treatment system as more than 100 feet (30.5 M) of piping and gasket can be utilized on the same FLOOD LEVELS. manufactured b Bio-Microbics, Inc. The centerline dimension or u to 2 inches y no more than four elbows, from the FAST P _ . SIC, 2• VENT TO BE LOCATED ABOVE FINISH GRADE OR treatment system shall be complete with all unit on a contractor supplied concrete base. (5 cm) higher. Maximum free or �S' HIGHER To AVOID INFILTRATION. CAP WITH s needed equipment as shown on the drawings The blower must not set in standing water unrestricted flow with a 6 inch O ® 0 VENT GRATE W/AT LEAST 9.1 SQ. IN. OPEN effluent pipe IS 260 GPM 984 LPM or >� SURFACE AREA. SECURE WITH STAINLESS STEEL and specified herein. and its elevation must be higher than the P P ( ) � 130 GPM (492 LPM) with a 2.0 'design PUMP INSTALLATION A SCREWS (SEE MCF 1.5 X DRAWING). normal flood level. A two-piece, OR: The principal items of equipment shall rectangular housing shall be provided with safety factor. RUN VENT TO DESIRED LOCATION AND COVER T include FAST System insert, insert lid (or leg tamper-proof screws. The discharge air Wastewater treatments stems work best when 0 y _ 1. SEPTIC SYSTEM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL. ................... . ..................... - - 1 OPENING WITH MIN. 4" VENT GRATE W/AT LEAS - - - - - - - 9.1 SQ. IN. OPEN SURFACE AREA. SECURE WITH extensions if that option is chosen), blower line from the blower to the RetroFAST shall influent flow is delivered as consistently as PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS OPENING MR FAST• STAINLESS STEEL SCREWS. VENT MUST NOT assembly, blower controls and alarms. The be provided and installed b the contractor. MODULE TO SR IN Twat. ALLOW EXCESS MOISTURE BUILDUP OR BACK Y P y possible. FAST systems have been successfully SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER PRESSURE. MicroFAST 1.5 unit shall be situated within a designed, tested and certified recieving gravity, SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR NT,,, ® 1125 gallon minimum compartment in a two 6. ELECTRICAL demand-based influent flow. '.However when =� APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR 81 3. ALL APPURTENANCES TO FAST ANK / T ETC. MUST v� FOR THE P MP SEPNC T J PI U�y (BY BIO-MICRO&CS) (e.g. SEPTIC TANK, PUMPOU S, ) tank as shown on the lans The electrical source should be within 150 0 E U (S) IS AVAILABLE AT THE SITE. NOTE STAINLESS STEEL RAIL .MOUNT REQ. SEE NDTE J. �--_ SEE NOTE+ compartment to P influent flow is controlled either b um or �.'....'.. L� SEE AND DNOTED CONFORM TO ALL COUNTRY, STATE, ( Y P P MICROFwsT®+.S X PROVINCE, AND LOCAL CODES. or in a 1875 gallon one compartment tank. feet of the blower. Consult local code for a_ SEE DFAS RAT G X wiring distances. All wiring must other means) to the FAST system to help '.•. in _H 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED ON THE OFFICE EXT. WALL IN AN AND NOTE 2 FOR Tank(s) .must conform to local, state, and longer g d 9 with highly variable flow conditions, then THRUST BLOCK o 00 ACCESS TO INSPECT PUMP VENTING OPTIONS 4. BLOWER CONTROL SYSTEM BY BID- all other applicable codes. The contractor p P q 9 Y ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND OUTS MUST BE P AGED conform to code. The input power require P MICROBICS, INC. PP multiple feeding events should be used to �..�.POUR..1.C.U•.�.FT.•.•M •.•.•.• LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH shall provide coordination between the FAST for the blower is 115/230 Volts, Single help assure even flow, optimum 'performance, :: 300D.P.$:I::GOfi1C..... .... \ 5. COPYRIGHT (C) 2005, BIO-MICROBICS, INC. P P P PITCH EACH OPERATION APPLYING 300 GALLONS TO THE LEACHING FIELD. system and tank supplier with regard to Phase, 60/50 Hertz, 5.6/2.8 Full Load and reliability. 6. MUST INCREASE TANK SIZE BY 20% IF fabrication of the tank, installation of the Amps, minimum wire size is 14 A.W.G. .005 FT/FT MIN. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: 4'(10 an)MIN.VENTING PIPE ELECTRICAL MINIMUM OF 10 INCHES 1S USED BETWEEN FAST unit and deliver t0 the job Site. '. SEE NOTE 2. (TO SLOWER THE UNIT AND THE BASE OF TANK. Y (Locked Rotor Amps are 23.2/1 1.6). All a. PUMPS OFF CONTROL 6(+s.2�) conduit and wiring between the electrical 10. WARRANTY b. LEAD PUMP ON oasEavAnoN PORT sysrEM) CONSULT FACTORY FOR APPROVAL. 2. OPERATING CONDITIONS TO PUMP c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP 2•(bcm)MIN. SEE NOTE 4. 7. THE PRIMARY COMPARTMENT MAY BE A control panel (optional), the power supply, MOUNTING UST BE E, PIPING In the event a mechanical component fails PIT - JOINT RTIG , FO R SEPARATE TANK. The MicroFAST 1.5 treatment system shall be and the blower shall be furnished and SUBSTITIUTES FOR FAILED PUMP) WATERTIGHT, to perform as specified or is coven 4 FT OF FILL MAY BE PLACED capable of treating the wastewater produced installed by the contractor. Pin service i P 8. NO MORE THAN h defective se ce during the _ • • d. PUMPS MUST ALTERNATE sEPnc TANK OVER FAST LID. UNIT MAY STAND INSIDE b typical residential family activities (bath, SEE NOTE S. F 1.5 X & F DRAWING y YP y ( warranty period, the manufacturer INTERNAL MOUNT H-20 TANK REQ. TANK. SEE MC laundry, kitchen, etc.) ranging from (6) six 7. ALARMS AND REFER TO INSTALLATION MANUAL FOR Shall repair Or replace SUCK defective " ' MORE DETAILS. to .(21) twenty-one persons and not to The alarm system shall consist of a visual parts. (Cost of labor on : .ORIFI.CE: ::4�F{ E SHIELD 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT Gallons per day 5678 and audible alarm to indicate loss of power o SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED _ exceed 1,500 US y ( repair/replacement is not covered .� P WARNING LIGHT AND AUDIBLE SIGNAL WITH PR I - LPG) or equivalent office type flows. to the blower and/or high water level. A under this warranty.) The replacement o E G L PRESS TO SILENCE SWITCH. THE manual silence switch is included. or re3. MEDIApair of those items normally z z ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. consumed in service such as air filter, INFLUENT T�__Rl! TREATMENT 8. INSTALLATION AND OPERATING WASTE 4" DIA. (10cm) The FAST media shall be manufactured of etc., shall be considered as part: of H 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY ZONE AST ®TREATED orpolypropylene and INSTRUCTIONS routine maintenance and u kee > _� 04 1125 i^ rigid PVC, polyethyleneP P o �� . CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY EFFLUENT n All work must be done in accordance with I- I`) GALLON �o it shall be supported by the polyethylene o Q_ (4259 L) IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE insert.. The media shall be fixed in position local codes and regulations. Installation of It is not intended that the MIN. LIQUID _ '� CAPACITY SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. and contain no moving or wearing parts and the MicroFAST 1.5 Shall be done in manufacturer assume res onsibilt for s pp^ �MICRO FASTINSERT 08t i-03-05 shall not corrode. The media shall be accordance with the written instructions contingent liabilities or consequential N SEE "OTE 9. 'f (BY BIO-MICROBICS) BIO- " provided b the manufacturer. No more s ;v MI R BICS MicroFAST®1.5 L designed and installed to ensure that P Y damages of any nature resulting- from sloughed solids immediate( descend through than four feet of fill may be placed over defects in desi n, material or 1-800-753-FAST 3278 9 Y 9 9 • NOTES FA T lid. O ES •--'••"'•-� the media to the bottom of the septic tank. the S workmanship, or delays in delivery. FI EVATIDN SEW ��.3>i" •^- rr .• =x� ^'� BMI - replacement. or otherwise. _ .......................-,. ......... 4. BLOWER 13. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM The Micro FAST 1.5 unit shall come equipped "OSQH.....PVC; LATERALS' FOR PUMP/FAST BLOWER ORDERING & INSTALLATION with a regenerative type blower capable of 14. SIGNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED delivering 25-40 CFM. The blower assembly shall include an inlet filter with metal filter 9• FLOW AND PIPE SIZING "" ' I:............FiEi .......... PRIOR TO ISSUANCE OF PERMIT = element. Each FAST module is provided with a - - ^----^^ - ��^- standard (4) four inch effluent pipe IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE 15. PROVIDE STANDARD TESTING QUARTERLY FOR 18T YEAR. hole and gasket. The maximum free or SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. WITH RESULTS TO , BE BE SUBMITTED TO HEALTH DEPT. - _ A PLUG - ANCHOR BOLTS unrestricted flow with a four .Inch Date 01-03-05 „•. ; -FEMALE ADAPTOR & THREADED L - - ` BOLT LEcI°" - ' scH 40 PVC, THE FOLLOWING PARAMETERS SHALL BE MONITORED: Nos B"GRATE SEE NOTE 2., f�EE O ORIGINALFOOT. `' effluent pipe is 90 U.S. Gallons per I� \ / w/�i4so w OPEN SURFACE NOTE+• minute (341LPM), or 45 U.S. GPM (170 BIOS MICROBICS�® f�AN VIEW 0� FIELD c�P. BaTH ENDS) PH, BCD, TSS, TKN, NITRATES AND NITRITES EVERY 1 75" 5" 2' (5cm) AREAOR EQUIVALENT SEE INCORPORATED MICroFAST91.5 S TIME THE SYSTEM IS MONITORED. THE WATER METER (4.5cm) (12.7cm) t5.5" ORIGINAL NOTE 4. ORIGINAL 1-800-753-FAST(3278) TYP (39.4cm) 00�� 7.25 Fool Fool o..�..MN"•,� 2003 READING SHALL ALSO BE RECORDED. f O O (18.4Cm O ."SCHEDULE 40 TIR` ��: i .vwc° ooaNaiNo°n n iinm ism• Town by B IVI T PIPING DETAIL - O OO ) PVC PIPE m,RN�oNtw�eMw�p.nMNtAem"e.wsNmco. O'•11 16. INSTALLATION TO BE IN ACCORDANCE WITH F.A.S.T. �o0Q0 NOTE: MIRRORED IMAGE, NOT TO SCALE f 3.875" GET SPECIFICATIONS AND CERTIFICATION BY F.A.S.T. SECURED WITH I g" I(30.5cm) (9.8cm)SECTroN�` STAINLESS I'1T.L, `rl REQUIRED u , a STEEL SCREWS TYPm L ANCHOR BOLTS - E � / /'SEE NOTE z. INSPECTION PORT: 1 REQUIRED VENT C.I. RING & COVER SEE DETAIL LEBARON LA0910 OR EQ. OVER FEMALE ADAPTOR & THREADED PLUG 17. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS (V pj • PIAN VIEW /./ CLEANOUT TO GRADE. 2.0"0 THREADED END CONNECTION ` TYPICAL WHERE INDICATED APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING s• DIA ROVIDED 12' j ON END SWEEP ELL/RISER 'InOBSERVATION LEG EXTENSION LEG EXTENSION scH 40 PVC CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE C4 PORT N SEE NOTE 3. MODIFIEDT �PIPE REDUCER REDUCER (1 -888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR s" (,s.zGm) EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. NOTES 2"OSCH 40 PVC 90' ELBOW VENTS 1. SECURE ORIGINAL 7 x 7" FOOT TO LEG EXTENSION __ _._.___ ___ ._____ _ ____ __._._._._-._ ____ _._ __. __ ___------------- ._ 18. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS W FAST LID BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE POUR 1.5 CU. FT. MIN. 1.75") / LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE 2 PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS 3000 PSI CONC. °° o o° 0 4 m N H OF THE 0 0 0 0 ( .Sc 26" (66 cm) INCLUDED AND SHOULD BE USED 0 EACH 2.0"OSCH40 LATERAL oo o$ AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD TYP FOUR (4) CORNER LEG EXTENSIONS. THRUST BLOCK L' o°� _-� '°°' og _ __ o _o og__ ° o$_�� SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. BLOWER HOUSING BASE AROUND CONNECTION 2'ORISER --•�-•-•--_._.�_._._. ___._._._.__._.__ __._._._._ ° DIMENSIONS SECTION A-A) 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS VARIES 1 4" ORIFICE ALTERNATE TOP & BOTTOM ^- �^ - -^ INVERTS LEVEL 2" OF 1/8" TO 1/2" DOUBLE o0 0°0 °do 2' LO ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ONLY) TO THE BASE OF THE TANK. PLACE BOLTS (TYP.) / AT OPPOSITE CORNERS OF THE LEG EXTENSION T- 4"X2"TEES 60" O.C. WITH SHIELDS \BOTTOM WASHED STONE AND BARNSTABLE HEALTH REGULATIONS. BASE. LEACHING LEVEL BLOWER W�Ew00 3. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT LEACHING FIELD BOTTOM OF STONE LEVEL (BYBIO-MICROBICS) THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO 2" LATERAL WITH 2'-10" ® SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE 4"OSCH 40 PVC MANIFOLD INV. 4.3 NOT TO SCALE 3/4" TO 1-1/2" DOUBLE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER ORIFICES & SHIELDS THE TOP AND BOTTOM CUT SECTIONS OF THE LEG 1/4 ORIFICES 5' O.C. WASHED STONE EXTENSIONS. 2"OSCH40 PRESSURE LINE FROM PUMP PIT .•n a 20" (50.8cm) 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. PITCH I 5.VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER .005 FT/FT MIN. ...,.., _ 26" , TO AVOID INFILTRATION. CAP WITH 6" 2.0"O SCH-40 PVC LATERAL ORIFICE SHIELD OS200 CROSS SECTION LEACHING FIELD A A VENT GRATE W/AT LEAST 9.1 SQ. IN. OF OPEN SURFACE ORENCO SYSTEMS INC AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE CONCRETE MCF 1.5 L DWG) PH. 1-800-348-9843 N.T.S. BASE OR: OR EQUAL. RUN VENT TO DESIRED LOCATION AND COVER OPENING 4" (t0. ' WITH MIN. 4" VENT GRATE W/AT LEAST 9.1 SO. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. EWE $ 1/$" (10.2cm) VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR _ -- - BACK PRESSURE. INSPECTION SCHEDULE. INSTALLER TO COORDINATE INSPECTIONS -III-III III-III-I I - IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUB CT 1/4"0 HOLE AT 5' Q.C. 24 HR. NOTICE REQUIRED. - - - - BLOWER SNAP-ON 24" TO DESIGN AND/OR MATERIAL CHANGE NOTICE. III=I I II I l lII�I- HOUSING Date 01- 3-0 ALTERNATE BETWEEN TOP SHIELD 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. ELECTRICAL CONDUIT DIMENSIONS BIO_ & BOTTOM OF PIPE. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION (TO BOLWSYSTEM) MI R BI . Micrc,FASTe1.5 X EXACT DIAMETER HOLES DRAINAGE SLOTS IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. MANUF. Le BARON, BROCKTON, MA 2" MIN. AIR PIPING 1-800-753-FAST(3278) 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. SHOULD BE SHOP DRILLED WITH MODEL: LT 105 •^� gMI A DRILL PRESS TO ENSURE 4. ENGINEER OR TOWN TO INSPECT TANKS TO ENSURE WATERPROOF. WEIGHT: 430 LBS UNIFORMITY. REMOVE BURRS 5. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER PRIOR TO PLACING PIPE ORIFICE SHIELD DET 'IL TESTING PRIOR TO BWITH (LING THE SAS FIELD. TYPICAL ACCESS COVER 6. AN AS-BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE COVER TO GRADE NOT TO SCALE OWNERS ENGINEER. COVER RON CAST IRON LA0910 SCALE: 3/4" = 1'-0" FEMALE ADAPTOR & THREADED PLUG LABEL SEWER OR DRAIN AS APPROPRIATE MANHOLE COVER SEE DETAIL H-20 RATED VALVE BOX TO MORTAR ALL COMPONENTS (TYP.) GRADE WHERE PRESSURE DOSE SPECIFICATIONS INDICATED 24" LD. PRECAST CONC. RISER AS REQ. ,A A ALARM AND CONTROL PANEL PERFORATION SIZE: 1/4" DIA. WITH ORENCO SHIELDS DETAIL SHEET j 4�0 PRECAST DONUT 1" OVER_FIELD 2 CU FT BOUT DING STALA M OTO BE ON • PERFORATION SPACING: 60„ (5') ON CENTER SEE PLAN �4 THICK 4000 PSI CONC. W/WWF CONC. OR BLOCKS SEPARATE CIRCUIT-FROM PUMP LATERAL DIAMETER. 2 DIA SCH40 PVC 18"0 OBSERVATION HOLE IN CTR. ELECTRIC PERMIT REQUIRED MANIFOLD DIAMETER: 4" DIA SCH40 PVC A HING FIELD '°°' 4" SCH40 PVC SLEEVE PIPE TO ALLOW TO ACCOMPANY LE C MOVEMENT TWO WAY SWEEP 2" RIGID INSULATION FOR 4" SEWER 2' WIDE OVER SEWER ACCESS COVER WHERE <2' COVER SEE DETAIL. ADJUSTING BLOCKS/RISER AS REQ. SCH40 PIPE BENDS UP INTO RISER TITLE 5 SITE PLAN 12" PERF. HDPE FOR EASE OF PUMP REPLACEMENT PUMP OUT WELL MORTAR ALL COMPONENTS (TYP.) WITHOUT CONFINED SPACE ENTRY. TO SAND AT BOTTOM L.F. OF t STRA 2" SCH40 PVC RECYCLE LINE E PITCH BACK TO P/C WITH NO LOW POINTS E INSPECTION PORT DETAIL 96ra CRAIGVILLE BEACH RD. STANDARD C LEAN 0 UT DETAIL n DRILL 3/8" DRAINBACK HOLES NOT TO SCALE DRILL 3/8" AN -SIPHON & DRAINBACK HOLES IN TOP & BOTTOM OF EFFLUENT LINES C E N T E R V I L L E� BARNSTABLE, M A NTS IN TOP & BOTTOM OF RECYCLE LINE 4"SCH40 PVC IN 1 FROM FAST UNIT _ OUT TO MANIFOLD PREPARED FOR 1100 GAL RESERVE WEEP HOLES 4HI ALARM ON OVER CHECK ALICE FARDY TR. r b 3, PUMP ON VALVES 6 9 PUMP OFF DUPLEX OCEAN VIEW MOTEL REALTY TRUST EFFLUENT IN ECYLE PUMPS FROM BLDG PUMP 0.3 hp MYERS SRM4 FLOAT(S) SHALL BE HUNG SO THAT THE BY FAST® DATE: DECEMBER 21 , 2007 LEVELS MAY BE ADJUSTED WITHOUT 2.4' ' 24" OP NGS 24" OPENINGS ENTERING THE PUMP CHAMBER. REV. DATE: JANUARY 3, 2008 (GRADES, DETAILS) COMPARTMENTS & SUPPORT TEES 0 RISER OPENINGS PER FAST REQ:- H-20 WITH STAINLESS T S Lo 10"T ES 10"T ES �i < 6 SECTION VIEW PLACE PUMPS ON CONC. PAD 0 SHEET 2 OF 2 r, 0 (D 8" MIN. ABOVE CHAMBER FLOOR 8" KNOC UTS P. 8" KNOCKOUTS TYP. TEE DIRECTLY UNDER MANHOLE SO FLOW VISIBLE o I o 2,000 GALLON PUMP CHAMBER •�HOF,I�s off 508-362-4541 2" RECYCLE LINE IN FROM RECYCLE MANHOLE 2" RECYCLE LINE OUT TO FIRST FAST TANK (ACTS AS RECYCLE & PUMP CHAMBER) �y�NOFMggc �y��` Sq�,y fax 508 362-9880 MATCH INVERT IN +"1" TO PREVENT BACKFLOW INTO RECYCLE LINE DRILL 3/8" ANTI-SIPHON & DRAINBACK HOLES °�� DANIELA. yGN ° DANIEL �N (OR ENTER THRU RISER) IN TOP & BOTTOM OF RECYCLE LINE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS o OJALA � 0 OJA� OOO GALLON N PUMP M CHAMBER R STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 3,000 GALLON SEPTIC TANK . L P MBE DESIGN LOADING: AASHTO HS-20 �' No 46502Q �� �oND.40980P do wl� cape eC7 q ih e erih g, in c. SECTION VIEW SCALE: 1/4" = 1'-0" APPROX. SCALE: N.T.S. �o F R� '� FF s l �F �'S G` 1 q su Cl VIL ENGINEERS CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS SS�O Ed l.-. STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 ` LAND SURVEYORS DESIGN LOADING: AASHTO HS-20 DESIGN LOADING: AASHTO HS-20 PLAN VIEW PLAN VIEW DANIEL A. OJALA PE, PLS DATE 939 Main Street - YARMOUTHPORT, MASS. 99- 193 04-224 FARDY OCEAN VIEW\DWG\04-224.DWG (DDF) �r i �. _ �_ _ _ _ -------- ---- -- ------ ---- - -- - --- --- . --- -- --- - --- -- --- --- - -- - -- --------- - - -_ CLEANOUT AT ANGLE PT. SAWCUT & REPLACE EXISTING PAVEMENT NOTES FILL EXIST. TANK AND REPLACE FAST BLOWER SEE DETAIL MATCH EXISTING GRADES NOTES PAVEMENT SECTION TO BE MDPW TYPE 1-1 DISTURBED CONCRETE WORK. MICRO-C CARBON SOURCE ELECTRICAL CONDUIT BITUMINOUS CONCRETE ALARM AND CONTROL PANEL 5 GAL, E.O.S. MICRO C ADDITIVE (TO BLOWER 2" BINDER 1" TOP OVER 8" T-BASE 1. DATUM IS NGVD I TO BE INSTALLED ON ,_3 SUPPLY BY J & R ENGINEERED PROJECTS INC. CONTROL SYSTEM) SYSTEM PROFILE VIEW (REPROCESSED ASPHALT GRAVEL) BUILDING. ALARM TO BE ON a \3 DR-2000 METERING PUMPS REPAINT PARKING STRIPES. 2. MUNICIPAL WATER IS EXISTING LLLJJJ/// SEPARATE CIRCUIT FROM PUMP �� WITH 110 V AC POWER ;IN (2) 18"x26" 4" SCH40 n ELECTRIC PERMIT REQUIRED ' ZABEL BASIN. CONTRACTOR TO PROVIDE 4" VENT PIPE (NOT TO SCALE) PVC VENT 2" CONDUIT WITH PULL CORD FOR TUBING ITCH BACK TO TANK LOW SPOTS 2" PEASTONE OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. RIM ELEV. 9.8-9.5 MATCH EXISTING GRADE TYP. H-20 C.I. OVER STONE COVERS RIM ELEV. 9.8-9.5 MATCH EXISTING GRADE TYP. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHOCQ " 24"H-20 CAST IRON COVERS TYP. INSPECTION PORT 5 24 CAST IRON COVERS a RIM 9.5 4' VENT PIPE MANHOLE COVER 24" DIA. H-20LOOR H- 20 �P� V.I.F. �- No LOW SPOTS MORTAR ALL COMPONENTS (TYP.) 5. PIPE JOINTS TO BE MADE WATERTIGHT. 7 _� 00 \E\ 4 o PRECAST DONUT 2' OVER TRENCH I_ 2"SCH40 LATERALS \ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH RISERS (TYP. y a a 7 27 18"o OBSERVATION HOLE IN CTR. CYL C PRECAS H-2o MASS. ENVIRONMENTAL CODE TITLE V. 4"SCH40 MANIFOLD LOCUS ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° t''••' Ll 2 t I °°°°°°°°°°°°°°°° ° O ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° O O O O O ° C.O. SEE 7 THIS PLAN IS FOR. PROPOSED '.WORK ONLY AND NOT TO Ro cR o " °O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O °°O°O° °O°O°O°O°O°O°O°O°O°O°°°O°°°°°O° O O°O°O°°° °°O t - , 2 SCH40 PRESSURE LIME °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°° °°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°° °°°°° SHEET 2 CN R RECYCLE LINE SEE DETAILS \ � ;I °°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°° °°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° BE USED FOR LOT LINE-STAKING 'OR ANY OTHER PURPOSE. NG 12 BEAC r *EXISTI G 31' MAX. AT 1.5� \ 7.43 INVERT 7.1' �O CRAIGVILLE H 4 oSCH40 PVC 7,1 p" , 7.32'* INV. 6.4 VARIES LEACHING FIELD: 8. PIPE FOR SEPTIC SYSTEM TO"' SCH. '40-4" PVC. TEE •: 6.11' 6.01' USE (3) LINES OF 2" SCH40 PVC PIPE AS SHOWN ' WITH 4' MAX STONE ALL AROUND AS SHOWN PER PLAN 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FILL EXIST. TANK �2' AT 1 5.76' RUN LINE rHRu TANK WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION NANTucKET SOUND 7 HIGH G.W. 2:6 _ 7 HIGH G.W. 2.6 3/4"-1-1/2" DOUBLE WASHED STONE OBTAINED FROM BOARD OF HEALTH. ASrTN ERT " LOCUS MAP D�.: ' ':� ,. .....r. Y 4,. 77 .:lr.• .;•;. .•..•.•.: ••.',• .. EL. -0.06' . .___..__.,.._,_,� LOC V S l�'1Lii 6" GRAVEL & MECH. - - 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING. _ - " TR s GRAVEL & MECH. - - �- -._._ DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION sc.�.E: i° = Zoss' �><:Zs,000� COMPACTION (TYP.) >gzL/� .�. COMPACTION (TYP.) � F `` 3��� GAL H-20 FAST® OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO T T 2,000 GAL H-20 P/C `'°,. . COMMENCEMENT OF WORK. ASSESSORS MAP 226 PARCEL 7 SEPTIC TANK K OBSERVED GROUNDWATER TIDALLY ACME OR SHOREY OR EQUAL SEE DETAIL 2,000 GAL P/C, RECYCLE CHAMBER- SEE DETAIL INFLUENCED- _ 'k 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SEE DETAIL SHEET HIGHEST OBS. ELEV. FULL MOON REMOVED. LOCUS IS WITHIN FEMA FLOOD ZONES A (EL. 11) & B MICROFASTI®5 INSERT ELEV. 2.6'NCVD (OBSV. WELL SET) AS SHOWN ON COMMUNITY PANEL #250001 0008 D 12. ANY UNSUITABLE MATERIAL ENCOUNTERED 'SHALL BE DATED JULY 2, 1992 REMOVED 5' BENEATH AND AROUND THE PROPOSED LOCUS IS WITHIN AP OVERLAY DISTRICT *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL LEACHING FACILITY. UTILITIES AND ALL BUILDING SEWER OUTLETS AND THE INSTALLER SHALL`-VERIFY THE FEASIBILITY AND 4., LOT AREA: 5,509 SFf (0.13 AC.t) ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SUITIBILITY OF ELECTRICAL SYSTEM TO SEE SHEET 2 FOR ADDITIONAL NOTES.- ZONING DISTRICT: ` RC, RPOD SYSTEM ACCOMMODATE PROPOSEDI/A AND PUMP ELECTRICAL SYSTEM DESIGN: LEGAL REF. CERT. #140799 REQUIREMENTS PRIOR TO ORDERING OR INSTALLING ANY VARIANCES LC PLAN #18162A PORTION OF SEPTIC,,SYSTEM GARBAGE DISPOSER IS NOT ALLOWED OWNER: ALICE FARDY JR. TRS. MAXIMUM FEASIBLE COMPLIANCE- OCEAN VIEW MOTEL REALTY TRUST LOCAL UPGRADE APPROVAL P.O.BOX 458 CENTERVILLE, MA 02632 DESIGN FLOW: 10 BEDROOMS ® 110 GPD = 1100 GPD 310 CMR 15.405(1)(a): M#2o5 USE A 1100 GPD DESIGN FLOW REDUCTION IN SYSTEM LOCATION TEST HOLE LOGS LEGEND SETBACK FROM PROPERTY LINES- i SEPTIC TANK: 1100 GPD (2) = 2200 FROM 10' TO 0.6' (SAS) N/F �1 FROM 10' TO 0.5' (P.C.) +9.53 EXISTING SPOT ELEVATION JOAN M. RUSSO USE A 3000 GAL. H-20 SEPTIC TANK (WITH MICROFAST 1.5 UNIT) FROM 10' TO 3.0' (TANK) ENGINEER: DANIEL JOHNSON ENGINEER: DAVID FLAHERTY, R.S., SE2755 P1oi 0 (TANK SIZED PER FAST DEP PERMIT) 310 CMR 15.405(1)(b): DAVID STANTON R.S. DONNA MIORANDI R.S. 10- EXISTING CONTOUR USE A 2000 GALLON H-20 PUMP CHAMBER REDUCTION IN SYSTEM LOCATION FROM WITNESS: WITNESS: LEACHING: FOUNDA11ON OR CRAWL SPACE- JANUARY 24, 2002 DECEMBER 18, 2007 FROM 20' TO 5.1' (SAS) DATE: DATE: 4so T MARSH FROM 10' TO 7.1' (TANK) PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH p WATER GATE � SIDES: N/A (FIELD) SALTMARSH DELINEATED BY SAL VACCARO ENVIRONMENTAL (TIDAL) BOTTOM 922 S.F. (.74) = 682 GPD 310 CMR 15.405(1)(h): I I UTILITY POLE CONSULTING , CLASS SOILS P# CLASS SOILS P# 922 S.F. 682 GPD DESIGN FLOW 1100 REDUCTION IN SEPARATION OF SAS TO TOTAL: ( ) ADJ. G.W. M 201 4 (SEE VARIANCES) FROM 5' TO 4' CLEANOUT n ELEV. ELEV. WORK LIMIT LINE- SM#2 i -4 USE (3) 2" LATERALS WITH 1 4" SHIELDED ORIFICES AT 5'O.C. V' WORK LIMIT LINE- / 310 CMR 15.242: O PROP. SEWER MANHOLE SILT FENCE AND/OR HAYBALES SILT FENCE AND/OR HAYBALES WITH 4' MAX. STONE ALL AROUND AS SHOWN PER PLAN REDUCTION IN SIZE OF SYSTEM UP TO �" 9.0 �" 9.8 WHERE REQUIRED i SM#204 WHERE REQUIRED 50X- 100% TO 62X PROPOSED TH1 TEST HOLE -� SM 203 / 46.96' (SEE APPROVAL LETTER FOR REMEDIAL o USE, MADEP) 38$ RED. G5096 O.K. E ELECTRIC LINE 32.ss TCw OF IP.KNr°k.riL7t,Ct: cr „ °,�� t t I , - - - S SEWER LINE ZONE A10 EL. 11 x - -�'� - - - - � CHAPTER 360 ARTICLE 1- REDUCTION SCALED FROM FEMA - - - �[ IN SETBACK OF SYSTEM TO A - w w- WATER LINE .� MA SALTMARSH: - G GAS LINE ZONE B PROP- FAST DECK FROM 100' TO 55.8'f FILL FILL FAST APPROVED DATE BOARD OF HEALTH o AIR VENT, FORCE BLOWER & 7 8.4 24" 7.8' 20 LOT "C', 0 5,509 SFf N/F C 0.13 AC.f o0 !! C / EXISTING Y JOAN M. RUSSO PERC REMOVE & REPLACE �yL 10 BR o U MS w MS EXISTING FENCE MOTEL Z o w 15 FFLR `" 2.5Y 8/2 10YR 6/4 11.53 Z Q ,° TRH BUOYANCY CALLS: � ELEC / W t0 N/F o PANEL _ ANTHONY & CAROLYN 0 NEMA-4 REMOVE & REPLACE _j - 86„ - GA 2.6' I .8 ENCLOSURE -..� EXISTING FENCE Q NINNACGI WITH ►- " 3000 GAL. H 20 (SHOREY) S.T WEIGHS 36,000 LBS. Li ALARM/ 2ND STORY DECK tO �, I o LIGHT s ( ) 53 LBS UP (OKAY) 126" BS. GA -1.5' 120" -0.2' N 0.29' X 17.0 X 7.O X 62.4 = 2; U o EXISTIN WiORK LIMIT LINE- ! # 0-C SIILT_FENCE AND/OR HAYBALES §. - MICR TANK D w REQUIRED ,. •. _ I REQ bC HERE I �, UNIT CONC. (FILE) U o W ° 2000 -GAL.` H-20 (SHOREY) `P.C. ; WEIGHS ,.28,000 LBS. _ PROP. WATER SERVICE �- PATIO TO BE RE-ROUTED AND a 25 50 75 too SLEEVED WITHIN 10' OF z ( CRAWLSPACE v CAPACITY - GPM (2.66) X 11.0 X 6.0 X 62.4 = .10,954 LBS. UP (OKAY) ANY SEPTIC COMPONENT SLAB /,,P PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP Z a Wo W W N DUNE TITLE 5 SITE PLAN CO ER CONC. WALL DECK uj � '•O 3000 GAL. H-20 S�10. FAST SEPTIC TANK, 7-DECK RECYCLE LINE WALL "CON •�a' OF FROM P/C SAS DETAIL: 966 CRAIGVILLE BEACH RD. ' PROVIDE VENT WITH CHARCOAL \�C ;,' FILTER AND BUGSCREEN (FINAL (CENTERVILLE) BARNSTABLE, MA PLACEMENT WITH OWNER CONSULTATION) 52 �' ,•'' `I/ PREPARED FOR r UTILITIES IN AREA ; • :• ' , " REMOVE & REPLACE - - CLEANOUTS SEE DETAILS OF CONSTRUCTION- O EXISTING SIGN ALICE FARDY TR. CARE USE EXTREME � '" '' "• r 1F REQ. BENCHMARK. MAG I •• , ' •• , t f , L t NA L V� AND CAUTION! �' �� 3, :• / j 2.9 r 10 SET ELEV. s.4s' OCEAN VIEW MOTEL REALTY TRUST so DATE: DECEMBER 21 , 2007 2000 GAL. H-20 + 9,34 PUMP CHAMBER, V i RECYCLE LINE TO PAVED PARKING- 9 SPACES �' ( REV. DATE: JANUARY 3, 2008 (GRADES, DETAILS) S/T NOTE: CONTRACTOR TO 4" SCH40 " LATERALS 2 SCH40 • •. ,t• .•' c RING & MANIFOLD : PROVIDE 4 ORIFICES + 9.45 TRAFFIC SIGNAGE TO WITH 1/ t SHEET 1 OF 2 WITH SHIELDS AT 5' A PROTECT BUILDING & PUBLIC ~ f r ON CENTER (TYP.) SAFETY AS REQUIRED SIDELINE PAINT MARKS 52.7' off 508-362-4541 INSPECTION/OBSERVATION fax 508 362-9880 PORT (SEE DETAIL) �tN OF MgSs9Cy ���N OF MAssq o DANIELA. r,� o� DANIEL cyG o� OJALA o� A. N-4 do wry cap e erg g in e erin g, in c. CENTERLINE PAINT MARKS Scale: 1"= 10' CIVIL �' OJAI.A N q o.45502 q No.40980 ,SITE PLAN Cl ViL ENGINEERS 0 0 5 10 15 20 25 FEET �D�s ONAI EN .� NF ss���o Scale: 1"= 10' CR VILLE BEACHS� � �,�ND SURI/EYORS ROAD 0 5 10 15 0 25 FEET 9� DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street - YARMOU THPOR T, MASS. DICE #04-224 . 04-224 FARDY OCEAN VIEW\DWG\04-224.DWG -. CLEANOUT AT ANGLE PT. SAWCUT & REPLACE EXISTING PAVEMENT NOTES FILL EXIST. TANK AND REPLACE FAST BLOWER SEE DETAIL MATCH EXISTING GRADES `� PAVEMENT SECTION TO BE MDPW TYPE 1-1 DISTURBED CONCRETE WORK. MICRO-C CARBON SOURCE ELECTRICAL CONDUIT BITUMINOUS CONCRETE ALARM AND CONTROL PANEL : 5 GAL. E.O.S. MICRO C ADDITIVE (TO BLOWER 2" BINDER 1" TOP OVER 8" T-BASE 1. DATUM IS NGVD I I TO BE INSTALLED ON a.�3 SUPPLY BY J & R ENGINEERED PROJECTS INC. CONTROL SYSTEM) SYSTEM PROFILE VIEW (REPROCESSED ASPHALT GRAVEL) / I BUILDING. ALARM TO BE ON �a \ DR-2000 METERING PUMPS REPAINT PARKING STRIPES. 4" SCH40 n 2. MUNICIPAL WATER IS EXISTING L1UUY// SEPARATE CIRCUIT FROM PUMP �� '� WITH 110 V AC POWER IN (2) 18"x26" 4" VENT PIPE NOT TO SCALE ELECTRIC PERMIT REQUIRED �' ZABEL BASIN. CONTRACTOR TO PROVIDE ( ) PVC VENT " 2° CONDUIT WITH PULL CORD FOR TUBING ITCH BACK TO TANK 2" PEASTONE OR 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. �p RIM ELEV. 9.8-9.5 MATCH EXISTING GRADE TYP. f 0 Left SPOTS FILTER FABRIC H-20 C.I. RIM ELEVa7 . 9.8-9.5 MATCH EXISTING GRADE TYP. OVER STONE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO COVERS INSPECTION 24°H-20 CAST IRON COVERS TYP. RIM 9.5 INSPECTION PORT 24 CAST IRON COVERS c 4" VENT PIPE MANHOLE COVER 24' DIA. H-20 H- 20 4P� NO LOW SPOTS MORTAR ALL COMPONENTS (TYP.) �O 5. PIPE JOINTS TO BE MADE WATERTIGHT. o \ems 4'0 PRECAST DONUT 2" OVER TRENCH -3-3- 2"SCH40 LATERALS WIW6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH PRECAS H-20 I 18"0 OBSERVATION HOLE IN CTR. MASS. ENVIRONMENTAL CODE TITLE V. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° LOCUS CRP�G \LL RISERS (TYP.) ( 7 27 4"SCH40 MANIFOLD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° C.O. SEE x•.. 2'a1 °°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° SHEET 2 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO cN Ro R o 2"SCH40 PRESSURE LINE °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° °°°°°°°° °°° o°o°000°o°o°o°o°o°o° °o°o°o o°o°o°o°o°o°o°o°o°o°o°o°o°o°° °°o°o°o°o°o° °o°o° t. ' ` RECYCLE LINE SEE DETAILS ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. NG e �O CRAIGVILLE BEACH • 8.43' INVERT 8.1' 31' MAX. AT 1.5� 8.10 �� �' *EXISTI G 4"�SCH40 PVC 8. PIPE FOR SEPTIC SYSTEM TO. SCH. 40-4 PVC. INV. 6.4 VARIES' LEACHING FIELD: _4r TEE "• 6.11' 6.01' USE (3) LINES OF 2" SCH40 PVC PIPE AS SHOWN �2' AT 1% 5.76' WITH 4' MAX STONE ALL AROUND AS SHOWN PER PLAN 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED is FILL EXIST. TANK Y " WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION NANTUCKET SOUND RUN LINE THRU TANK HIGH G.W. 2.6 3/4--1-1/2" DOUBLE WASHED STONE o OBTAINED FROM BOARD OF HEALTH. HIGH G.W. 2.6 " A�T�1.5-�$ERT �; .y • • " - :.:.. ..'. EL. -0.06' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP V 6" GRAVEL & MECH. y�D _ ( ) SCALE:1" = 2083' (1:25 000) • ?� ��I � COMPACTION (TYP.) r � ���. s" GRAVEL & MECH. DIGSAFE 1-888-344-7233 AND VERIFYING THE LOCATION , COMPACTION (TYP.) OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO 3000 GAL H-20 FAST® 2,000 GAL H-20 P C COMMENCEMENT OF WORK. I/ ASSESSORS MAP 226 PARCEL 7 SEPTIC TANK OBSERVED GROUNDWATER TIDALLY ACME OR SHOREY OR EQUAL SEE DETAIL 2,000 GAL P/C, RECYCLE CHAMBER- SEE DETAIL INFLUENCED- 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SEE DETAIL SHEET HIGHEST OBS. ELEV. FULL MOON REMOVED. LOCUS IS WITHIN FEMA FLOOD ZONES A (EL. 11) & B ®® _ ELEV. 2.6'NGVD (OBSV. WELL SET) AS SHOWN ON COMMUNITY PANEL #250001 0008 D MICROFASTI.5 INSERT 12. ANY UNSUITABLE MATERIAL' ENCOUNTERED SHALL BE DATED JULY 2, 1992 REMOVED 5' BENEATH AND AROUND THE PROPOSED LOCUS IS WITHIN AP OVERLAY DISTRICT *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL LEACHING FACILITY. UTILITIES AND ALL BUILDING SEWER OUTLETS AND THE INSTALLER SHALL VERIFY THE FEASIBILITY AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM TO SEE SHEET 2 FOR ADDITIONAL NOTES. LOT AREA: 5,509 SFt (0.13 AC.f) SYSTEM SUITIBILITY OF EXISTING ELECTRICAL ZONING DISTRICT: RC, RPOD ACCOMMODATE PROPOSED I/A AND PUMP ELECTRICAL SYSTEM DESIGN: LEGAL REF. CERT. #140799 REQUIREMENTS PRIOR TO ORDERING OR INSTALLING ANY LC PLAN #18162A OWNER: ALICE FARDY JR. TRS. PORTION OF SEPTIC SYSTEM GARBAGE DISPOSER IS NOT ALLOWED VARIANCES OCEAN VIEW`MOTEL REALTY TRUST P.O.BOX 458 CENTERVILLE, MA 02632 DESIGN FLOW: 10 BEDROOMS ® 110 GPD 1100 GPD MAXIMUM FEASIBLE COMPLIANCE- M#205 USE A 1100 GPD DESIGN FLOW LOCAL UPGRADE APPROVAL LEGEND 310 CMR 15.405(1)(a): TEST HOLE LOGS i' SEPTIC TANK: 1100 GPD (2) = 2200 REDUCTION IN SYSTEM LOCATION N/F NN SETBACK FROM PROPERTY ONES- DANIEL JOHNSON DAVID FLAHERTY R.S. SE2755 JOAN M. RUSSO o01* USE A 3000 GAL. H-20 SEPTIC TANK (WITH MICROFAST 1.5 UNIT) FROM 10' TO 0.6' (SAS) ENGINEER: ENGINEER: > +9.53 EXISTING SPOT ELEVATION P1 '' (TANK SIZED PER FAST DEP PERMIT) FROM 10; TO 0.5- (P.C.) tio�i USE A 2000 GALLON H-20 PUMP CHAMBER FROM 10 TO 3.0 (TANK) WITNESS: DAVID STANTON, R.S. WITNESS: DONNA MIORANDI, R.S. 10- EXISTING CONTOUR i LEACHING: JANUARY 24, 2002 DECEMBER 18, 2007 310 CMR 15.405(1)(b): � DATE: DATE: REDUCTION IN SYSTEM LOCATION FROM SIDES: N/A (FIELD) FOUNDATION OR CRAWL SPACE- PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH %'S° WATER GATE O SALTMARSH DELINEATED BY SALT MARSH FROM 20 TO 5.1 (SAS) (TIDAL) BOTTOM 922 S.F. (.74) = 682 GPD FROM 10 TO 7.1 (TANK) CLASS SOILS P# CLASS SOILS P# VACCARO ENVIRONMENTAL ' I i CQ� UTILITY POLE CONSULTING TOTAL: 922 S.F. 682 GPD (DESIGN FLOW 1100) SEE VARIANCES ELEV. ELEV. M 201 4 �� ) 310 CMR 15.242: • CLEANOUT WORK LIMIT LINE- � �� � REDUCTION IN SIZE OF SYSTEM: SILT FENCE AND/OR HAYBALES SM#2 � i ��-4 `'/ WORK LIMIT LINE- USE (3� 2" LATERALS WITH 1/4 SHIELDED ORIFICES AT 5 O.C. 100R TO 629G PROPOSED 0�� � g,0 �� `V' 9.8 SILT FENCE ANDD/OR HAYBALES WITH 4 MAX. STONE ALL AROUND AS SHOWN PER PLAN (SEE APPROVAL LETTER FOR REMEDIAL ' O PROP. SEWER MANHOLE WHERE REQUIRED WHERE REQUIRE SM#204 USE, MADEP) 3876 RED. <50?6 O.K. 0 TM, TEST HOLE sM 203 • ��� 46.96' NEW WASHED STONE 4'�i X 3' DEEP O.A. TOWN OF BARNSTABLE REGULATIONS r RYWELL- CONNECT REAR CHAPTER 360 ARTICLE 1- REDUCTION a _ ROOF D DOWNSPOUTS --� PIPE,'NEW GUTTERS/DOWNSPOUTS ERS/ IN =SETBAf;K dF=SYST��M TO A ELECTRIC LINE 32.ss' - - _ / , SALTM ARSH: E _ S SEWER LINE ZONE Al EL. 11 x - "�"'� - - _- p---D----_"D D•3�•----"` 0 I FROM 100 TO 55.8 f SCALED FROM FEMA - - + - w w- WATER LINE _ - - - - _ - EXIST FF DECK APPROVED DATE BOARD OF HEALTH MA FILL FILL G GAS LINE ZONE B FAST PROP. EXIST LEVEL O.H. .. AIR VENT FORCE BLOWER & 7" 8.4' 24" 7.8' o , 10/ PAD EXIST. AREA DRAIN 20 LOT °C" 5,509 SFt o C C oll 0.13 AC.t N/F i✓ I EXISTING P ��a JOAN M. RUSSO PERC REMOVE & REPLACE a 10 BR o w MS MS MOTEL N w 1 L� 15 2.5Y 8/2 1OYR 6/4 EXISTING FENCE I FFLR 0 �- 1153 BUOYANCY CALLS: NEW WASHED STONE I I v LEC 10' TDH DRAIN ALONG EDGE WALK a E ' 3� 10 SEE DETAIL SECOND SHEET I w o PANEL __ 3000 GAL. H-20 (SHOREY) S.T WEIGHS 36,000 LBS. 86" 7 GA 2,6' N/F I I NEMA-4 REMOVE & REPLACE " _ ANTHONY & CAROLYN -.� EXISTING; FENCE J NINIVAGGI I �, na ENCLOSURE w WITH DECK NEW WASHED STONE + F? � (0.29') X 17.0 X 7.0 X 62.4 = 2,153 LBS UP (OKAY) 2ND STORY5 126" -1.5' 120" -0.2' ALARM/ DRAIN ALONG; EDGE WALK OBS. G.W. I o LIGHT SEE DETAIL SECOND SHEET 2 00 GAL. H-20 SHOREY P.C. WEIGHS 28 000 LBS. WORK LIMIT LINE- - o I EXISTIN 0 (SHOREY) r. SILT FENCE AN HAYBALES MICRO-C TANK w I WHERE REQUIRED ' UNIT CONC. (FILL) U I o 25 50 75 too (2.66) X 11.0 X 6.0 X 62.4 10,954 LBS. UP (OKAY) PROP. WATER SERVICE PATIO g t TO BE RE-ROUTED AND � ( , Q. a CAPACITY - GPM SLEEVED WITHIN 10' OF i v CRAWLSPACE PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP ANY SEPTIC COMPONENT SLAB a o DUNE W , r T,ITLE 5 SITE PLAN CO ER CONC. WALL AD DECK w 3000 GAL. H-20 I AD \$�10. h �.�' FAST SEPTIC TANK, DECKOF RECYCLE LINE "CON WALL FROM P/C of SAS DETAIL: r « 966 CRAIGVILLE BEACH RD. 1• e„ Z + , :58% „ t PROVIDE VENT WITH CHARCOAL \ �' i.'" ' FILTER AND BUGSCREEN (FINAL I (CENTERVILLE) BARNSTABLE, MA 10 ' ' PLACEMENT WITH OWNER t ', t.••., CONSULTATION) 52, 00 PREPARED FOR UTILITIES IN AREA REMOVE & REPLACE „ O •.•',..' , •4 •% OF CONSTRUCTION- EXISTING SIGN CLEANOUTS SEE DETAILS RE IF iREQ. BENCHMARK: MAG NAIL ~ . ALICE FARDY, TR. USE EXTREME CA : _• `'/ AND CAUTION! ". . SET ELEV. 9.48' 9 .57.03' I : ' OCEAN VIEW MOTEL REALTY TRUST DATE: DECEMBER 21 , 2007 2000 GAL. H-20 �, N PUMP CHAMBER, + 9.34 O' •b'• REV. DATE: JANUARY 3, 2008 (GRADES, DETAILS) RECYCLE LINE TO PAVED PARKING- 9 SPACES ' (p ' ••'• •„• .�'-�-�'• '•�• ,• •; REV. DATE: FEBRUARY 14, 2008 (SAS GRADE, DRAINAGE) S/T NOTE: CONTRACTOR To 4" SCH40 2" SCH40 LATERALS t „ PROVIDE SHORING & MANIFOLD WITH 1/4" ORIFICES + 9.45 + TRAFFIC SIGNAGE TO p t r• PROTECT BUILDING & PUBLIC WITH SHIELDS AT 5' SHEET 1 OF 2 SAFETY AS REQUIRED ON CENTER (TYP-) SIDELINE PAINT MARKS 52.7' off 508-362-4541 INSPECTION/OBSERVATION fax 508 362-9880 PORT (SEE DETAIL) �ZN OF h1AS OF A! 1,� C AS�9 NI LA. tiG o�' DANIEL cyGN d o wr7 cape erI g irJ e eril� g, in c. CENTERLINE PAINT MARKS Scale: 1"= 10' o OJALA A, CIVIL OJALA SITE PLAN 02 0 5 10 15 20 25 FEET �° �F �No.4098oP Cl i/lL ENGINEERS G' TER `� L AND SUR VE YORS Scale: l"- 10' C R G VILLE z iy/� �ss-°N �NG �R� BEACH ROAD l 0 5 10 15 0 25 FEET 9� DATE DANIEL A. OJALA, P.E., P.L.S. 939 Maim Street - YARMOU THPOR T, MASS. DCE #04-224 04-224 FARDY OCEAN VIEW\DWG\04-224.DWG 's..e-.,:Sim... .. _.. -, a.....'..._. ..>....... ....^ ... ..... .'...... ... - ,«..:N:.e .ui..-n'w.,✓...-_�.�..n... .�._.-+�..+w._.._.�.. _....��+ ... �_ -.` ,., (+To•^) 1NO BLOW PIPING TO FAST MAY NOT EXCEED 100 FT Specifications For MicroFAST 1 .5 Wastewater Treatment System ,. (30.5rn) TOTAL LENGTH AND USE A MAXIMUM OF a 1. GENERAL 5. REMOTE MOUNTED BLOWER LPM with a 2.0 design safety factor. (S-) ELBOWS IN THE PIPING SYSTEM (O 100 FT). FOR ) 9 Y DISTANCES GREATER THAN 100 FT--CONSULT The contractor shall furnish and install (1) The blower may be mounted remote withno An optional (6) six inch hole and PUMP I N STALLATI O N Q FACTORY. BLOWER MUST BE LOCATED ABOVE MicroFAST 1.5 treatment system as more than 100 feet 30.5 M of piping and gasket can be utilized on the same FLOOD LEVELS. ( ) Pip 9 manufactured by Bio-Microbics, Inc. The no more than four elbows, from the FAST centerline dimension or up to 2 inches z 2. VENT TO BE LOCATED ABOVE FINISH GRADE OR treatment system shall be complete with all unit on a contractor supplied concrete base. (5 cm) higher. Maximum free or 3 ss• HIGHER TO AVOID INFILTRATION. CAP WITH 6" needed equipment as shown on the drawings The blower must not set in standingwater unrestricted flow with a 6 inch 1. SEPTIC SYSTEM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL. ® 0 § VENT GRATE W/AT LEAST 9.1 SQ. IN. OPEN O O - AREA. SECURE WITH STAINLESS STEEL and specified herein. and its elevation must be higher than the effluent pipe is 260 GPM (984 LPM) or PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SURFACE 9 130 GPM (492 LPM) with a 2.0 design SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER - A SCREWS (SEE MCF 1.5 X DRAWING). normal flood level. A two-piece, OR: The principal items of equipment shall rectan ular housin shall be rovided With safety factor. SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR g g P APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR RUN VENT TO DESIRED LOCATION AND COVER include FAST System insert insert lid or le tamper-proof screws. The discharge air 0 OPENING WITH MIN. a VENT GRATE W/AT LEAST Y ( 99 Wastewater treatments stems work best when FOR THE PUMPS IS AVAILABLE AT THE SITE. NOTE STAINLESS 9.1 SO. IN. OPEN SURFACE AREA. SECURE WITH n ions if that o tion is chosen blower line from the blower to the RetroFAST shall Y O STEEL RAIL MOUNT REQ. STAINLESS STEEL SCREWS. VENT MUST NOT exte s p ), influent flow is delivered as consistently as Moot" �►NT• assembl P Y possible. FAST systems have been successful)04901 TO�M* ALLOW EXCESS MOISTURE BUILDUP OR BACK y, blower controls and alarms. The be rovided and installed b the contractor. y � 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED ON THE OFFICE EXT. WALL IN AN i PRESSURE. MicroFAST 1.5 unit shall be situated within a designed, tested and certified recieving gravity, ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND 3. ALL APPURTENANCES TO FAST® 1125 gallon minimum compartment in a two 6. ELECTRICAL LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH / BLOWER w,H HOOD 9 P demand-based influent flow. However when = sync*w«c/ (W ea-►momm) (e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST V\ SEE N=3. �,,,,E ( 9 compartment tank as shown on the plans, The electrical source should be within 150 EACH OPERATION APPLYING 300 GALLONS TO THE LEACHING FIELD. AND L CONFORM TO ALL COUNTRY, STATE, 187 gallon one compartment tank. feet of the blower. Consult local code for influent flow is controlled (either by pump or H� WWE DRAWING OOF 1.5 X 1NCA0F`ST•'s X PROVINCE, AND LOCAL CODES. Or in a 5 g p NOD NO,E 2 FOR must conform to local state and longer wiringdistances. All wiringmust other means) to the FAST system to help 0_� :H PUMPS SHALL OPERATE FOLLOWING SEQUENCE: A�TO INVT PUMP 1MNG OP10f15 4. BLOWER CONTROL SYSTEM BY BIG- Tank(S) us ' conform tocode. The input power required with highly variable flow conditions, then THRUST'•'8ti0>vK•'•'•'•'•'•'•'•'•'•'• o c4 a. PUMPS OFF arts�aT BE PROVOEo all other applicable codes. The contractor P P q r) MICROIBICS, INC. PP multiple feeding events should. be.used to :•:•:•PO1tR.•].CU::FT.•.•MIN:.•.•.•.• b. LEAD PUMP ON / shall provide coordination between the FAST for the blower is 115/230 Volts, Single p performance, 5. COPYRIGHT (C) 2005, BIO-MICROBICS, INC. helpassure even flow, optimum P.S)::G:QG::::: :::: c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP system and tank supplier with regard to Phase, 60/50 Hertz, 5.6/2.8 Full Load and reliability. PITCH 6. MUST INCREASE TANK SIZE BY 20X IF y .005 FT FT MIN. SUBST111UTES FOR FAILED PUMP) aECTIW& fabrication of the tank, installation of the Amps, minimum wire size is 14 A.W.G. / d. PUMP M A i •(,o em)MBL vnrllNo FFE ODNDINt MINIMUM OF 10 INCHES IS USED BETWEEN S UST ALTERNATE �NOiE 2. 0 -M THE UNIT AND THE BASE OF TANK. FAST unit and delivery to the job site. (Locked Rotor Amps are 23.2/1 1.6). All - ec+ssem ooNrRo� conduit and wiring between the electrical oesERwo,DN srsn• CONSULT FACTORY FOR APPROVAL. g 10. WARRANTY S[E NaI�•. 2. OPERATING CONDITIONS TO PUMP „OUN11 o,�A, 2•(5wn)MN. 7. THE PRIMARY COMPARTMENT MAY A control panel (optional), the power supply, A BLOWER PInNotreatment s m shall be In the event a mechanical component fails PIT 3 ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEP,4RATE TANK. The MicroFAST 1.5 system and the blower shall be furnished and the wastewater produced to perform as specified or is proven SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED capable of treating P installed by the contractor. 4*4 WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE sEv�T 8. NO MORE THAN 4 FT OF FILL MAY BE PLACEDdefective in service during the E SWITCH. THE SEE„ ,• OVER FAST LID. UNIT MAY STAND INSIDE by typical residential family activities (bath, warranty period, the manufacturer ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. INTERNAL MOUNT H-20 TANK REQ. TANK. SEE MCF 1.5 X & F DRAWING laundry, kitchen, etc.) ranging from (6) six 7. ALARMS ::... AND REFER TO INSTALLATION MANUAL FOR shall repair or replace such defective """""""" ""' MORE DETAILS. to (21) twenty-one persons and not to The alarm system shall consist of a visual :.:.01#I�I:GE:$c::OR{F1GE:SHIED exceed 1,500 US Gallons per day (5678 and audible alarm to indicate loss of power Parts. (Cost of labor one........ repair/replacement is not covered 9 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY I LPD) or equivalent office type flows. to the blower and/or high water level. A under this warranty.) The replacement o CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY - �`- . MEDIA manual silence switch is included. or repair of those items normally z Z consumed in service such as air filter, 2 T TREATMENT 8. INSTALLATION AND OPERATING WAVE ZONE _ 4• DUI. (1Ocm) The FAST media shall be manufactured of etc., shall be considered as part of -H + AST WRE°`TED rigid PVC, polyethylene or polypropylene and INSTRUCTIONS routine maintenance and upkeep. > _� „LO 4 EFFLUENT hpolyethylene All work must be done in accordance writh P P � i\ M GALLON Y� it shall be supported by the _� 4. U L 0 o_ • � 1 of TECHNotocicAl PROGRESS Au.PRooucrs ARE . The media shall be fixed in osition local codes and regulations. Installation of MIN. UQUID w THE uaTEREST insert p It is not intended that the et ,a _ NOTES CONTINUED. �,�� SUBJECT TO DESIGN AND OR MATERIAL CHANGE'wmrouT NOTICE. • and contain no moving or wearing parts and the MicroFAST 1.5 shall be done in manufacturer assume responsibility for � o b �MXXtO FAST•INSERT Date - shall not corrode. The media shall be accordance with the written instructions contingent liabilities or conseouential �) SEE N a. aro_MIORaelcs) B10- MICROBIC desi ned and installed to ensure that provided by the manufacturer. No more lama es of anv nature resultin from e 13. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM _., MicroFAST®1.5 L 9 than four feet of fill may be laced over 9 9 �r 1-800-753-LEAST 3278 sloughed solids immediately descend through Y P defects in design. material or FOR PUMP FAST BLOWER ORDERING & INSTALLATION •-........« the FAST lid. / the media to the bottom of the septic tank. workmanship, or delays in delivery. AMNmreDOa�mE a�+Ial. BMI 14. SIGNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED { � replacement. or otherwise. .•.•...•.•.. .................... . ......... ......... 4. BLOWER ....................... ... •........................ The MicroFBLOWER 1.5 unit shall come equipped ::::Z"�5GH40;;PVG;;LATERALS'„•;•;•;•;•;• PRIOR TO ISSUANCE OF PERMIT f with a regenerative type blower capable of 15. PROVIDE STANDARD TESTING QUARTERLY FOR TWO YEARS delivering 25-40 CFM. The blower assembly WITH RESULTS TO BE SUBMITTED TO HEALTH DEPT. shall include an inlet filter with metal filter 9• FLOW AND PIPE SIZING Each FAST module is provided with a I.fACNIN.....ELfJ:•.•:::::. I THE FOLLOWING PARAMETERS SHALL BE MONITORED: element. standard (4) four inch effluent pipe IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE PH, BOD, TSS, TKN, NITRATES AND NITRITES EVERY hole and gasket. The maximum free or SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. TIME THE SYSTEM IS MONITORED. THE WATER METER I CHOR BOLTS BOLT LEG EXTENS+ON - unrestricted flow with a four inch Date 01-03-05 FEMALE ADAPTOR & THREADED PLUG ' READING SHALL ALSO BE RECORDED. j (NOS6- 6•GRATE SEE NOTTE 2. ��TT00 oaaNr�FOOT• effluent pipe is 90 U.S. Gallons per SCH 40 PVC W/9.1 Q I NPEEN - / 5E'E NOTE,. P P P , _ ® ... PLAN VIEW 0 F� FIELD _.. - FaTOR EQuo SURFACE / S� minute (341 LPM), or 45 U.S. GPM (17o B�� MICROBICS (TYP. BOTH ENDS) 16. INSTALLATION TO BE IN ACCORDANCE WITH F.A.S.T. MicroFAST01.5 S _ 0 INAL NOTE 4. ORIGINAL 1-800-753-FAST(3278) E o SPECIFICATIONS AND CERTIFICATION BY F.A.S.T. _ 0-�-�� � PIPING DETAIL REQUIRED FOOT FOOT Q � 4'SCHEDULE 40 0 PVC PIPE �a.�h-W= :� °A«"7Pi�I�iP,•. WN by BMI CUT NOTE: MIRRORED IMAGE, NOT TO SCALE 17. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS rSTTAINRLEESSS r 0MON4 �+�•u15ECDDN� APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING lSTEEL scREws M �EEEHNOTE 27s INSPECTION PORT: 1 REQUIRED VENT C.I. RING & COVER CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE • PL N VIEW L / SEE DETAIL LEBARON LA0910 OR EQ. OVER FEMALE ADAPTOR & THREADED PLUG (1 -888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 0 CLEANOUT TO GRADE. 2.0 0 THREADED END CONNECTION o9sEwRVAnoN i O'ADED t2' TYPICAL WHERE INDICATED ON END SWEEP ELL/RISER EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. �� +� LEA OCENS10N scH 40 PVC 18. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS Flom MODIFIED LEG EXTENSION REDUCER wrrH 4•PVC PIPE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS >O 2"OSCH 40 PLIP VC 90' ELBOW AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD VENn 1. SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. - WAM UD BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE 'j•7ei` LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE 2 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 1►♦r111�""`y� -....�.�.�I INCLUDED AND SHOULD BE USED ON EACH OF THE 2.0"0SCH40 'LATERAL •e e• O�Q �,008 0 05ZO711� FOUR (4) CORNER LEG EXTENSIONS. L •ee• 6AND BARNSTABLE HEALTH REGULATIONS. 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS 2V RI ER _ 19. ALL FRONT ROOF RUNOFF AND MAJORITY OF PATIO ARE CURRENTLY CONNECTED TO ONLY) TO THE BASE OF THE TANK. PLACE BOLTS VARIES 1 4" ORIFICE ALTERNATE TOP & BOTTOM 2" OF 1 8" TO 1 2° DOUBLE cO INVERTS LEVEL 2 AT OPPOSITE CORNERS OF THE LEG EXTENSION T- - -4 X2'TEES 60" Q.C. WITH SHIELDS WASHED STONE EXISTING DOWNSPOUTS/AREA DRAINS. REAR OF BUILDING TO BE CONNECTED TO NEW �E• %OTTOM LEACHING LEVEL BLOWER w1 HOW 3. TO ELONGATE FOOT PAST THE PROVIDED 12•, GUT LEACHING FIELD ,. BOTTOM OF STONE LEVEL DRYWELL, SIDE SIDEWALKS TO DRAIN TO NEW INFILTRATION TRENCH. SEE PLAN VIEW I� BIG-MKxtOBNS) THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO \ " 2 LATERAL WITH ® SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE \ 4 OSCH 40 PVC MANIFOLD NOT TO SCALE 3/4" TO 1-1/2" DOUBLE 20. SITE SUBJECT TO 6ONS60M ORDER OF CONDITIONS STORMWATER 0&M AND BOH CONDITIONS. TO THE DESIRED LENGTH AND SUP THE PIPE OVER ORIFICES & SHIELDS ' THE TOP AND BOTTOM CUT SECTIONS OF THE LEG WASHED STONE 2'-10" EXTENSIONS. 2"OSCH40 PRESSURE LINE FROM PUMP PIT 1/4' ORIFICES 5' O.C. 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. PITCH ALTERNATING TOP & BOTTOM 5.VENT TO BE LLOCATED ABOVE FINISH GRADE OR HIGHER .005 FT/FT MIN. 0TO AVOID INFILTRATION. CAP WITH 6" q 2.0"0 SCH-40 PVC LATERAL ORIFICE SHIELD OS200 CROSS S E C TI O N LEACHING FIELD A A VENT GRATE W/AT LEAST 9.1 SQ. IN. OF OPEN SURFACE 26" - AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE ORENCO SYSTEMS INC c�oIERETE MCF 1.5 L IDWG) PH. 1-800-348-9843 N.T.S. OR: RUN VENT TO DESIRED LOCATION AND COVER OPENING OR EQUAL. WITH MIN. 4" VENT GRATE W/AT LEAST.9.1 SO. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. INSPECTION SCHEDULE. INSTALLER TO COORDINATE INSPECTIONS BACK PRESSURE.VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR IN HR. NOTICE REQUIRED. EWE $ 1/$" �- 1 4"0 HOLE AT 5' O.C. SNAP-ON III-I I III-III-I I - IN THE INTEREST of TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SU cT / III,-1 I I -III-III=III-III-III- TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE ALTERNATE BETWEEN TOP SHIELD & BOTTOM OF PIPE. 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. ELECIRICJI CONDUIT B1O- 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION 24" MicroFAST01.5 X EXACT DIAMETER HOLES DRAINAGE SLOTS IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 2" MIN. AIR PIPING 1-80 -753-FAST(3278) SHOULD BE SHOP GRILLED WITH 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. .t. IItI16slr~ b BMI A DRILL PRESS TO ENSURE 4. ENGINEER OR TOWN TO INSPECT TANKS TO ENSURE WATERPROOF. MANUF. LeBARON, BROCKTON, MA UNIFORMITY. I PLACING REMOVE BURRS ORIFICE SHIELD DETAIL 5. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER MODEL: LT 105 TESTING PRIOR TO BACKFILLING THE SAS FIELD. WEIGHT: 430 LBS NOT TO SCALE 6. AN AS-BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE COVER TO GRADE OWNERS ENGINEER. TYPICAL ACCESS COVER LeBARON CAST IRON LA0910 3/4" TO 1-1/2- DOUBLE MANHOLE COVER SEE DETAIL H-20 RATED FEMALE ADAPTOR & THREADED PLUG WASHED STONE DRYWELL SCALE: 3/4" = 1'-0" MORTAR ALL COMPONENTS (TYP.) VALVE BOX TO PRECAST CONC. OR PLASTIC CHAMBER BY CONTRACTOR LABEL SEWER OR DRAIN AS APPROPRIATE GRADE WHERE MIN. EFF. SIZE 4' 0 X 3.0' DEPTH LEACHING AREA _ PRESSURE DOSE SPECIFICATIONS INDICATED CONCRETE SIDEWALK INSP. PORT C.O. TO GRADE �\�� 24" I.D. PRECAST CONC. RISER AS REQ. ► , . / I DETAIL SHEET // ALARM AND CONTROL PANEL PERFORATION SIZE: 1/4" DIA. WITH ORENCO SHIELDS 4'0 PRECAST DONUT 1" OVER FIELD ► ; 2% CROSS SLOPE 0.5' TO BE INSTALLED ON PERFORATION SPACING: 60" (5') ON CENTER SEE PLAN 4" THICK 4000 PSI CONC. W/WWF 2 CU FT - �L EL 7.6 BUILDING. ALARM TO BE ON e e• 18"0 OBSERVATION HOLE IN CTR. CONC. OR BLOCKS SEPARATE CIRCUIT FROM PUMP LATERAL DIAMETER: 2" DIA SCH40 PVC •°°' ' ' ELECTRIC PERMIT REQUIRED MANIFOLD DIAMETER: 4" DIA SCH40 PVC TO ACCOMPANY .ae. SLEEVE PIPE TO ALLOW GRAVEL BASE�� LEACHING FIELD °° 44" SCH40 PVC ^ TIE IN ROOF DRAINS MOVEMENT TWO WAY SWEEP 2" RIGID INSULATION FOR 4" SEWER 2' WIDE OVER SEWER ACCESS COVER 12" PERF. HDPE T WHERE <2' COVER SEE DETAIL. ADJUSTING BLOCKS RISER AS; REQ. SCH40 PIPE BENDS UP INTO RISER PUMP OUT WELL TITLE 5 SITE PLAN ORTAR ALL COMPONENTS TYP. FOR EASE OF PUMP REPLACEMENT TO SAND AT BOTTOM L.F. ' ( ) WITHOUT CONFINED SPACE ENTRY. OPEN GRAVEL FRENCH DRAIN EL 4.6 OF ALONG EDGE OF SIDEWALK 2" SCH40 PVC RECYCLE LINE STRA INSPECTION P 0 R DETAIL .25" - 3/4" WASHED STONE PITCH BACK TO P/C WITH NO LOW POINTS E E O NOT TO SCALE STANDARD CLEAN 0 UT DETAIL SIDEWALK D RAI N DETAIL N DRILL 3/8" DRAINBACK HOLES 966 CRAIGVILLE B E A C H R D. NOT TO SCALE DRILL 3/8" AN -SIPHON & DRAINBACK HOLES IN TOP & BOTTOM OF EFFLUENT LINES C E N T E R V I L L E) BARNSTABLE, M A ADJ.G.VW. EL 2.6 � _ NTS IN TOP & BOTTOM OF RECYCLE LINE ROOF DRAIN DETAIL '% MI"' ® io LN 4"SCH40 PVC IN FROM FAST UNIT _ Pb OUT TO MANIFOLD PREPARED FOR N07 TO SCALE 1100 GAL RESERVE - K) I WEEP HOLES T 17'-0" 11 0" n Ib 3" PUMAP M ON OVER CHECK t1LICE FARDY, TR. VALVES 6 9 PUMP OFF DUPLEX OCEAN VIEW MOTEL REALTY TRUST IN EFFLUENT ECYLE PUMPS FROM BLDG UMP 0.3 hp MYERS SRM4 FLOAT(S) SHALL BE HUNG SO THAT THE BY FAST® DATE: DECEMBER 21 , 2007 24" OP NGS 24" OPENINGS LEVELS MAY BE ADJUSTED WITHOUT 2.4' ENTERING THE PUMP CHAMBER. F REV. DATE: JANUARY 3, 2008 (GRADES, DETAILS) SUPPORT TEES RISER OPENICOMPARTMENTS GS PERSFAST REQ.- H-20 REV. DATE: FEBRUARY 14, 2008 (SAS GRADE, DRAINAGE) WITH STAINLESS S LO 10"T ES0 of 1O"T ES of o SECTION VIEW PLACE PUMPS ON CONC. PAD SHEET 2 OF 2 ) 0 CID 8" MIN. ABOVE CHAMBER FLOOR ' 8" KNO UTS P. 8" KNOCKOUTS TYP. TEE DIRECTLY UNDER MANHOLE SO FLOW VISIBLE o I •Z/- 2,000 GALLON PUMP CHAMBER off 508-362-4541 2" RECYCLE LINE IN FROM RECYCLE MANHOLE 2" RECYCLE LINE OUT TO FIRST FAST TANK (ACTS AS RECYCLE & PUMP CHAMBER) �•c kOFMgs fax 508 362-9880 MATCH INVERT IN +1" TO PREVENT BACKFLOW INTO RECYCLE LINE DRILL 3 & BOTTOMANTI-SIPHON ONR& DRAINBACK HOLES CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS yNOF S � o�AfA �DANIEL cyc (OR ENTER THRU RISER) tiG N I STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 �o DANIELA N� o A. -3,000 GALLON SEPTIC TANK 2.000 GALLON PUMP CHAMBER DESIGN LOADING: AASHTO HS-20 0 Cl IL N �' OJALA down cope engineering,e erin Inc. SCALE: 1/4" = 1'-0" APPROX. SCALE: N.T.S. SECTION VIEW 46502 q No.4098 P g g' CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS �o �F Cl VIL ENGINEERS STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 �F cTSRVti�O LAND SUR 1/EYORS DESIGN LOADING: AASHTO HS-20 DESIGN LOADING: AASHTO HS-20 ONAL PLAN VIEW PLAN VIEW DANIEL A. OJALA PE, PLS DATE 939 Main Street - YARMOUTHPORT, MASS. 04-224 04-224 FARDY OCEAN VIEW\DWG\04-224.DWG NOTES MICRO-c cARBo N N F� 1. DATUM IS NGVD ALARM AND CONTROL PANEL 5 GAL. E.O.S. MI :RD C-A �1T1VE SEPTIC PROFILE TO BE INSTALLED INSIDE41- a�3 SUPPLY BY BETA TECHNOLOGY INC. BUILDING. ALARM TO BE ON �a DR-2000 METERING PUMPS 2. MUNICIPAL WATER IS EXISTING SEPARATE CIRCUIT FROM PUMP � ' WITH 110 V AC POWER IN (2) 18"x26" FAST BLOWER SEE DETAIL ELECTRIC PERMIT REQUIRED. •' ZABEL BASIN. CONTRACTOR TO PROVIDE 2° CONDUIT WITH PULL CORD FOR TUBING PROTECT WITH 4 BOLLARDS " 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. H-20 C.I. (TO BLOWER CONCRETE COVER TO WITHIN PVC VENT n COVERS CONTROL SYSTEM, 2" PEASTONE OR UP SIDE OF 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 24"CAST IRON COVERS \ 8 VENT PIPE 24"H-20 CAST IRON COVERS TYP. TO 6" OF GRADE BUILDING H- 20 SEE NOTE 5) FILTER FABRIC OVER STONE LOW SPOTS BLOCK F GRADE, MORTAR RISER INSECT SCREEN TO 6" OF GRADE, MORTAR ALL COMPONENTS INSPECTION PORT 5. PIPE JOINTS TO BE MADE WATERTIGHT. MANHOLE COVER 24" DIA. H-20 00 `� _ _ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH PRECAS H-20 MASS. ENVIRONMENTAL CODE TITLE V. ' RISERS (TYP.) 8.46 4'0 PRECAST DONUT2" OVER TRENC1. 2'ib I 4" THICK 4000 PSI CONC. W WWF 18 0 OBSERVATION HOLE IN CTR. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. a .. . ° ° ° o°o ° °°°'C'° ° o ° ° ° ° ° ° ° ° °° ° ° ° ° ° ° ° ° ° ° ° o ° ° ° ° ° o o ° ° ° 0 0 0 ° ° 0 0 ° ° 0 ° 0 0 ° ° 0 0 0 0 0 0 0 0 ° ° 0 0 0 0 O. 0 0 0 0 0 0 0 0 0 0 0 ° _1z : .... °°°O°O°°°O°°°O00°°°°°°°°°°°°°°°°°°°° O°O°°° °°°O°°°O°°°O00°O°O°°°O°O°O°°°O°O °0°°00 O O ° ° ° ° ° ° ° ° ° ° ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOCUS MAP ° ° ° ° ° ° ° ° ° ° ° ° ° O ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° . u r 00�000�0�000 O °o°0°0°0°0 0°0°0°0°0°0°0°0°0°0°0°0°0 00°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 - 4„0SCH40 PVC TEE s o0000000000000 8.1 8.2' 7.96 INVERT 7.7' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Q, AT 1% 7.2' LEACHING FIELD: 7.2' NOT TO SCALE 8.27 PIPE LEVEL 1ST 2' USE 5� LINES OF 4" PERFORATED PVC PI E AS SHO WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION ( OBTAINED FROM BOARD OF HEALTH. WITH 3 STONE ALL AROUND AS SHOWN PER PLAN ASSESSORS 'MAP226 PARCEL,-7 .. AS'T�1.5 ERT " - ,. .; ACME DB5 H-20 OR EQUAL COMPACTED GRAVEL- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 6'MIN. SUMP •, .• ~' 3 4"-1-1 2' DOUBLE WASHED STONE - LOCUS IS WITHIN FFMA FLOOD ZONE t3 o DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION y, `i OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO 4500 GAL H-20 FASTS COMMENCEMENT OF WORK. _ ^ SEPTIC TANK 11. EXISTING LEACHING FACILITY, SHALL BE PUMPED AND 6" GRAV L & MECH. ACME OR EQUAL SEE DETAIL - 2.2 OBSERVED GROUDWATER ELEV. REMOVED. ® COMPACTION (TYP.) �MoN.1n9EUl. ON9 rW) MICROFAST1.5 INSERT 2,500 GAL H-20 P/C 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 2,500 GAL P/C, RECYCLE CHAMBER- SEE. DETAIL REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. SEE DETAIL SHEET 20 VARIANCES MAXIMUM FEASIBLE COMPLIANCE- yM 4 / w 15 LOCAL UPGRADE APPROVAL �[ Ld ,I: 310 CMR 15.405(1)(a): SM AIL Z REDUCTION IN SYSTEM LOCATION / a 10 t0 TDH SETBACK FROM PROPERTY LINES 46.9 6' _ FROM 10' To 0.6' TEST HOLE LOGS a 310 CMR 15.405(1)(b): 32, 9 - ' rpm o REDUCTION IN SYSTEM LOCATION FROM 5 ENGINEER: DANIEL JOHNSON ENGINEER: DAVID FLAHERTY, R.S., SE2755 FOUNDATION OR CRAWL SPACE FROM 20' TO 5.1 ' WITNESS: DAVID STANTON, R.S. WITNESS: DONNA MIORANDI, R.S. EL. I 310 CMR 15.405 1)(e): DATE: DATE: ZONE A10 _ - FF DECK ( JANUARY 24, 2002 DECEMBER 18, 2007 0 REDUCTION IN SYSTEM LOCATION ZONE B 25 50 75 100 SETBACK FROM BVW- PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH CAPACITY - GPM FROM 100' TO 56'f OP. I PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP 310 CMR N4sE aRaTioN of s,as TO CLASS l SOILS P# CLASS I SOILS P# PR EXISTING BLOWER ADJ. G.W. 10 BR 0w FROM 5' TO4' I � . „ MOTEL N � \I/ ELEV. ELEV. , VL O it E 9.0' 4 0 p" 9.8 F- °- �L SYS`TEIWI DESIGN: - z 2 D STORY DECK N GARBAGE DISPOSER IS NOT ALLOWED I 4 � � � � DESIGN FLOW: 110 BEDROOMS ® 110 GPD = 1100 GPD FILL O CO ,I: USE A 1100 GPD DESIGN FLOW FILL 8.4 I JL 7" 24" 7.8' PROP. WATER SERVICE PATI SEPTIC TANK: 1100 GPD (2) = 2200 -ROUTED AND MICRO-C v TO BE RE - Z USE A 4500 GAL. SEPTIC TANK (WITH MICROFAST 1.5 UNIT) SLEEVED WITHIN 10' OF UNIT w W � � � � TO A 2500 GALLON PUMP CHAMBER PERC C C i ANY SEPTIC COMPONENT I 52.0 DECK 1 tr�i .0 Ms LEACHING: MS DECK 2.5Y 8/2 1 OYR 6/4 SIDES: N/A C. IWAL - :• . .� . • ~» :'»••''.� :T` ''•»" BOTTOM 922 S.F. (.74) = 682 GPD •».CO :=�,.,. ;" oo•=.=r::.� �•. PROVIDE VENT WITH CHARCOAL TOTAL: 922 S.F. 682 GPD' 91" 2.2' 8 • • :' » ' '• » » �: -2 FILTER AND BUGSCREEN (FINAL USE (5) LINES OF 4" PERFORATED PVC PIPE AS SHOWN r ••• •'»+ ,• » , -r,.,� •^ » • �� - ITH HOMEOWNER WITH 3' STONE ALL AROUND AS SHOWN PER PLAN; In �, p • ::-;:�• ;,,, , » . . •»• �-•'�• ••. ` .ti:»�•« '" t' PLACEMENT W 126" „ X" -1.5' 120 -0.2' I ;• »: ..» .. ,• ' ' NSULTATION) �,,..t. '_,ram,• ���•,•�-�� ',, •, •• 4. MA 2Co 2.97 57.03' 2.7 APPROVED DATE BOARD OF HEALTH TITLE 5 ,, SITE , PLAN (0 o PAVED PARKING 9 SPACES p SAS DETAIL: °F 966 CRAIGVILLE BEACH RD. (CENTERVILLE) BARNSTABLE, MA »• '. :.'«••:. ' .'' rr . .:,. ..•» �•• ». PREPARED FOR to It* to -� ,' •• ' fi�..,�" �`�: �,, ���•i�1 Tom' 7'.�'••. ��S•..�r'•�• .,. a• '' .. : �- ', ' r• . »..... •» . -' ».,.... »�: • .:. � ALICE FARDY In % •• -•....' •» ••• , • • •. '».' DATE: DECEMBER 21 , 2007 so So CRAIGVILLE BEACH ROAD •r r• r+�f '» M . ». :y •. SHEET 1 OF 2 52.7' off 508-362-4541 fax 508 362-9880 Scale:1"= 10' V'(N°F1ti9SC' DANIELc�G �/ DANIELA. yG� o� A N C./ O Wry ccp e eh giro eerin g., ire c. 0 5 10 15 20 25 FEET o OJALA " OJALA N SITE PLAN VIEW CIVIL N �N°.40980P Cl VIL ENGINEERS Scale: 1"= 10' °IFS STE�`���`` qa �t° Z 21 I o� s' "L E� L AND SUR VE_YORS 0 5 10 15 20 25 FEET DATE DANIEL A. OJALA, P.E., P.L.S. 9339 Main Street - YARMOU THPOR T, MASS. DICE #04-224 04-224 FARDY OCEAN VIEW\DWG\04-224.DWG (DDF) (79lan) (Dom) 7 YTES _ 1.BLOWER PIPING TO FAST MAY NOT EXCEED 100 FT Specifications For MicroFAST 1 .5 Wastewater Treatment System PUMP INSTALLATION (30.5m) TOTAL LENGTH AND USE A MAXIMUM OF 4 ro«"1 ELBOWS IN THE PIPING SYSTEM (0 100 FT). FOR 1 . GENERAL 5. REMOTE MOUNTED BLOWER LPM) With a 2.0 design safety factor. 1. SEPTIC SYSTEM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL - DISTANCES GREATER THAN 100 FT--CONSULT The contractor Shall furnish and install 1 An o tional 6 six Inch hole and FACTORY. BLOWER MUST 1 LOCATED ABOVE ( ) The blower may be mounted remote Withno P ( ) PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE ,MANUFACTURERS FLOOD LEVELS. MicroFAST 1.5 treatment system as more than 100 feet (30.5 M) of piping and gasket can be utilized On the Same SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER 2. VENT TO BE LOCATED ABOVE FINISH GRADE OR manufactured by Bio-Microbics, Inc. The no more than four elbows, from the FAST centerline dimension or up to 2 inches SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR treatment S stem shall be com lete with all (5 cm) higher. Maximum free or APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR HIGHER TO AVOID INFILTRATION. CAP WITH 6" Y P unit. on a contractor supplied concrete base. FOR THE PUMP(S) IS AVAILABLE AT THE SITE. NOTE STAINLESS STEEL RAIL MOUNT REQ. ® 0 VENT GRATE W/AT LEAST 9.1 SO. IN. OPEN needed equipment as Shown On the drawings unrestricted flow With a 6 inch O O SURFACE AREA. SECURE WITH STAINLESS STEEL dg The blower must not Set in Standing Water 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE OFFICE IN AN sv and specified herein. and its elevation must ;be higher than the effluent pipe- is 260 GPM (984 LPM) or A SCREWS (SEE MCF 1.5 X DRAWING). g 130 GPM (492 LPM) with a 2.0 design ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND OR: normal flood level. A two-piece, LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH O RUN VENT TO DESIRED LOCATION AND COVER The principal items of equipment shall rectangular housing shall be provided With safety factor. EACH OPERATION APPLYING 350 GALLONS TO THE LEACHING FIELD. OPENING WITH MIN. 4" VENT GRATE W/AT LEAST include FAST System insert, insert lid (or leg tam per-proof screws. The discharge air 9.1 SQ. IN. OPEN SURFACE AREA. SECURE WITH p p 9 Wastewater treatment systems work best When OPENING FOR FAST 0 STAINLESS STEEL SCREWS. VENT MUST NOT extensions if that option is chosen), blower line from the blower to the RetroFAST shall influent flow is delivered as Consistently as MODULE To sir IN TANK. ALLOW EXCESS MOISTURE BUILDUP OR BACK assembly, blower controls and alarms. The be provided and installed by the contractor. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: PRESSURE. possible. FAST systems have been successfully a. PUMPS OFF °6 SLOWER 14ffH HOOD 3. ALL APPURTENANCES TO FAST® 1125 AST 1.5 unit shall be Situated within o designed, tested and certified recieving gravity, b. LEAD PUMP ON SEPTIC rA3..� PLAN VIEW (BY e10-MOMMM) (e.g. SEPTIC TANK, PUMPOUTS ETC.) MUST 1 125 gallon minimum compartment in a two 6. ELECTRICAL demand-based influent flow. However when (TWO PUMPS OPERATE OR ALTERNATE PUMP SEE NorE 3. s�NOTE c. -ALARM ON AND LAG PUMP ON SEE S AND a+AANc CONFORM TO ALL COUNTRY, STATE, compartment tank as shown on the plans, The electrical source should be within 150 SUBSTITIUTES FOR FAILED PUMP) MICROFAsr1>♦15 x influent flow is controlled (either by pump Or d. PUMPS MUST ALTERNATE MICROFA5T$1s x PROVINCE, .AND LOCAL CODES. Or in a 1875 gallon one compartment tank. feet of the blower. Consult local code for other means) to the FAST system to help AND NOTE 2 FOR ACCESS U INSPECT PUMP VENTING OPTIONS Tank S must conform to local, state, and longer wiring distances. All wiring must ours Musr BE PRowoED 4. BLOWER CONTROL SYSTEM. BY BIO- ( ) g g g then/ MICROBICS, INC. all other applicable codes. The contractor conform to code. The input power required with highly variable flow conditions, 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT _ 5. COPYRIGHT (C) 2005, BIO-MICROBICS, INC. Shall provide coordination between the FAST for the blower is 1 15/230 Volts, Single multiple feeding events Should be used to SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED 101;;41 01 �_ S stem and tank su lier with re and to Phase, g help assure even flow, optimum performance, WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS To SILENCE SWITCH. THE V/ _\ 6. MUST INCREASE TANK SIZE BY 20% IF Y pp 9 60/50 Hertz, 5.6/2.8 Full Load and reliability. ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A •(10 cm) MIN.VENTING PIPE CONDUIT MINIMUM OF 10 INCHES IS USED BETWEEN fabrication of the tank, installation of the Amps, minimum Wire size IS 14 A.W.G. HIGH WATER LEVEL CAUSED BY PUMP FAILURE. SEE NOTE 2. R THE UNIT AND THE BASE OF TANK. FAST unit and deliver to the 8•(15.2 �CONTROL Y Job site. (Lacked Rotor Amps are 23.2/1 1 .6). All OBSERVATK)N PORTORT EEO SYSTEM) CONSULT.,:FACTORY FOR APPROVAL. 4. PROPER FUNCTION OF PUMPS, .CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY .. SEE NOTE 4. 7 THE PRIMARY COMPARTMENT MAY BE A 2. OPERATING CONDITIONS conduit and wiring between the electrical 10. WARRANTY CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY JOINT MOUNTING HARDWARE, Y (SER MIN. control panel (optional), psupply, M E �OM�PIPING SEPARATE TANK. The MicroFAST 1.5 treatment system shall be p ( P ), the power In the event a mechanical component fails 8. NO MORE THAN 4 FT OF FILL MAY BE PLACED capable of treating the wastewater produced and the blower. shall be furnished and to perform as specified or is proven SEPTIC TANK installed b the contractor. SEE NOTE 3. INTERNAL MOUNT H-20 TANK REQ. DANK. FAST LID. UNIT XA&STAND DRAWING INSIDE Y defective in service durin the by typical residential family activities (bath, 9 AND REFER TO INSTALLATION MANUAL FOR laundry, kitchen, etc.) ranging from (6) six 7. ALARMS Warranty period, the manufacturer MORE DETAILS. to (21) twenty-one persons and not to The alarm system shall consist of a visual shall repair or replace such defective � exceed 1,500 US Gallons per day (5678 and audible alarm to indicate loss of power parts. (Cost of labor on repair/replacement is not covered - LPD) or equivalent office type flows. to the blower and/or high water level. A under this warranty.) The replacement INFLUENTTREATMENTWASTE " 3. MEDIA manual silence switch is included. or repair of those items normally " ZONE 4 DIA. (10cm) AST OrREATED The FAST media shall be manufactured of 8. INSTALLATION AND OPERATING consumed b service such as air filter, 1125 y1 EFFLUENT rigid PVC, polyethylene or polypropylene and INSTRUCTIONS etc., shall be considered as part of GALLON ,� routine maintenance and upkeep. (4259 L) it shall be supported by the polyethylene All work must be done in accordance with MIN. LIQUID IN THE INTEREST OF TECHNOLOGICAL PROGRESS. ALL PRODUCTS ARE insert. The media shall be fixed in OS'ItlOn IOCQI codes and regulations. Installation of CAPACITY SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. P g It is not intended that the SEE NerE s. '� Date 01-03-05 and contain no moving or wearing parts and the MicroFAST 1 .5 shall be done in manufacturer assume responsibility for MICRO FAST INSERT shall not corrode. The media shall be accordance with the written instructions .p (BY Ain-MICROBICS) B10 ------I S contingent liabilities or consequential MicroFAST®1.5 L designed and installed to ensure that provided by the manufacturer. No more damages of any nature resulting from 1-800-753-FAST 3278E sloughed solids immediately descend through than four feet of fill may be placed over defects in design, material or ELEVAnON MEW »,. m..-�......~ '°°' � - the .media to the bottom of the septic tank. the FAST lid. BMI p workmanship, or delays in delivery. 4. BLOWER replacement, or otherwise. The MicroFAST 1.5 unit shall come equipped with a regenerative type blower capable of delivering 25-40 CFM. The blower assembly shall include an inlet filter with metal filter 9. FLOW AND PIPE SIZING element. Each FAST module is provided with a standard (4) four inch effluent pipe IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE hole and gasket. The maximum free or SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. NDS s" GRATE ,,WHOR DOLTS SOLT LED arT unrestricted flow with a four inch NDS 6' RATE RATE) T°ORIGINAL FOOT. Date 01-03-05 11. effluent pipe is 90 U.S. Gallons per _ " J W/E.1 sQ O VX N SURFACE minute (341 LPM), ,or 45 U.S. GM (170 BIO MICROBI S (D CC 1.75" 5 2" (Scm> AREA OR EQUIVALENT I N C O R P O R A T E D M I lc ro FA ST®1 .J S SEE (4.5cm) (12.7om) 15.5" f;�J� NOTE 4. �.TYP } - (39.4cm) DOD FOOT > 1-800-753-FAST (3278) O O (18.4cm) 4' SCHEDULE 40 m .b-wb..w.. M.. zow PVC PIPE lla DEswN AM DUAL of rN■auwseo■TIM mareNrc a ea-wono■ca.we w�0 a ear town by BMT I oQ00 } 12 CUT aegis�INCHIM "uNec°CA I OTHENw�■OU NOM°'"`im.DmoN wa aewN marts iwe iamevm. 1 .l 1 » 3.875" SECURED L155` WITH 1_(2O.3cm­)- E 8" (30.5cm) (9.8cm)sEcngNu e o STEEL SCREWS # ANCHOR BOLTS .- SEE NOTE 2. N ,�, • PLAN VIEW .- It 6* DIA OBSERVATION OEo 12" PORT LEG EXTENSION tic DGENSION COVER TO GRADE SEE NOTE 3. MODIFIED LEG WENSION J LeBARON CAST IRON LA0910 WITH 4" PVC PIPE _ FEMALE ADAPTOR & THREADED PLUG » VALVE BOX RATED20 0 MAs, SN OF 9Qti ---6 (15.2cm)- NOTES GRADE WHERE O�� tH OF G �o DANIELSS aN DANIELA. N 1 75 WV AST VENTS A. 1. SECURE ORIGINAL 7" X 7 FOOT TO LEG EXTENSION INDICATED T2CUFT � OCJALA O ALA " I BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE N 26 (66 cm} LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE No.46502 .0 0.40980 (4.5cm)- » o '�TYP INCLUDED AND SHOULD BE USED ON EACH OF THE OR BLOCKSRNOBLOWER HOUSING BASEFOUR (4) CORNER LEG EXTENSIONS. s CISTE aG�� ANOSUDIMENSIONS (SECTION A-A) 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS 4" SCH40 PVC PIPE TO ALLOW s/ON ONLY) TO THE BASE OF THE TANK. PLACE BOLTS MOVEMENT '� •L�Z� 10-7 j AT OPPOSITE CORNERS OF THE LEG EXTENSION TWO WAY SWEEP 2" RIGID INSULATION BASE. FOR 4" SEWER DANIEL A. OJALA PE PLS DATE /2' WIDE OVER SEWER e 9-MO VV HOOD 3. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT f WHERE <2' COVER (BY 810-.N ) THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO ® SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG DETAIL SHEET 20" EXTENSIONS. ALARM AND CONTROL PANEL 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. NSDE BUILDING.ST ALARM M TO BE INALLEDIT01 BE ON(50,8cm) SEPARATE CIRCUIT FROM PUMP 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER STANDARD C LEAN 0 UT DETAIL TO AVOID INFILTRATION. CAP WITH 6" 0ELECTRIC PERMIT REQUIRED TO ACCOMPANY A A VENT GRATE W/AT LEAST 9.1 SO. IN. OF OPEN SURFACE NTS SCH40 PIPE FOR EASE OF BENDSMP REPLACEMENT AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE ITHOUT CONFINED SPACE ENTRY. CONE� MCF 1.5 L DWG) ACCESS COVER SCH40 PIPE BENDS UP INTO RISER SEE OR: ADJUSTING BLOCKS/RISER AS REQ. FOR EASE OF PUMP REPLACEMENT TITLE 5 SITE PLAN �- 4• RUN VENT TO DESIRED LOCATION AND COVER OPENING 4" (1p tom) WITH MIN. 4" VENT GRATE W/AT LEAST 9.1 SQ. IN. OPEN MORTAR ALL COMPONENTS (TYP.) WITHOUT CONFINED SPACE ENTRY. (10.2cm) SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS.. _ VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR OF BACK PRESSURE. E STRAP _III-III III-III-I I _- - BLOWER IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUB, CT 966III-I I I� III-III-) I I-III-III TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. CRAIGVILLE BEACH R D■ "-11I-III-I I -III- �51NQ Date 1_ _ DRILL 3/8" ANTI-SIPHON & DRAINBACK HOLES DRILL 3/8 DRAINBACK HOLES ELEMM _ IN TOP & BOTTOM OF EFFLUENT LINES (CENTERVILLE) BARNSTABLE M COIlIJtf DIMENSIONS BIO MICROBICS . IN TOP & BOTTOM OF RECYCLE LINE V MIN. AIR PIPING L ) _ Micro FAST®1.5 X 2• S%CW PVC RECYCLE LINE N A 1-800-753 FAST(3278) M •"""»"� '°°' w ,,, P4I ft#= Tb P/C WITH NO LOW POIN15 - OUT TO DBOX PREPARED FOR �, "� `"" •p': °x"" �•� BMI Ix MIN. 1425 GAL RESERVE WEEP HOLES 17'-0" 11'-0" 4"SCH40 PVC IN FROM FAST® 3 UNIT " HI ALARM ON PUMP ON OVER VALVES HECK S 6 PUMP OFF DUPLEX ALICE FARDY IN rl. EFFLUENT FROM BLDG ECYLE PUMPS LIMP 0.3 hp MYERS SRM4 DATE: DECEMBER 21 , 2007 FLOAT(S) SHALL BE HUNG SO THAT THE BY FAST® 2 6' 24" OP NGS 24" OPENINGS LEVELS MAY BE ADJUSTED WITHOUT zENTECOMPARTMENTS & RING THE PUMP CHAMBER. T IMIII! OPENINGS PER FAST REQ.- H-20 I ' I10"T ES § 10"T ES a b SECTION VIEW PLACE PUMPS ON CONC. PAD 8" KNO UTS P. 0 C 8" KNOCKOUTS (TYP.c I� 0) 8" MIN. ABOVE CHAMBER FLOOR SHEET Z OF 2 TEE DIRECTLY UNDER MANHOLE SO FLOW VISIBLE D I D 2,500 GALLON PUMP CHAMBER 2" RECYCLE LINE IN FROM RECYCLE MANHOLE 2" RECYCLE LINE OUT TO FIRST FAST TANK Off 508-3 , MATCH INVERT IN +1" TO PREVENT BACKFLOW INTO RECYCLE LINE DRILL 3/8" ANTI-SIPHON & DRAINBACK HOLES (ACTS AS RECYCLE & PUMP CHAMBER) fax 508 362-988 1-9880 d (OR ENTER THRU RISER) IN TOP & BOTTOM OF RECYCLE LINE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS 4.500 GALLON SEPTIC TANK 2,500 GALLON PUMP CHAMBER STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 DESIGN LOADING: AASHTO HS-20 I j „ down cape en gin eerin q, inc. SCALE: 1/4' 1'-0 APPROX. SCALE: N.T.S. SECTION VIEW CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS Cl VIL ENGINEERS STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 DESIGN LOADING: AASHTO HS-20 DESIGN LOADING: AASHTO HS-20 LAND SURVE-YORS 99- 93 PLAN VIEW PLAN VIEW ,i 939 Main Street YARMOU THPOR T, MASS. 04-224 FARDY OCEAN VIEW\DWG\04-224.DWG (DDF) 1 --- ------ ------ ------- pL j Or j�1'T(L 1YS��'1 TEST PIT DATA DISTRIBUTION BOX l H 20 Sc -iLE I 10 ,REMOVABLE COVER Performed By: Daniel B. Johnson. �—_-- SHALL BE SET LEVEL FO4"SCH 40 OUTLET R AS DISTRIBUTION BOX TO MEET REQUIREMENTS OF 310 CMR MINIMUM OF THE FIRST TWO Witnessed By: David Stanton 15 232(WATERTIGHTNESS I FEET AND CONNECTED TO CONSTRUCTION ETC) 7- -- _ EACH DISTRIBUTION LINE Date : .anuary 24, 200� 4' SCN a0 6• WITH SOLID SCH 40PVC PIPE NO OF OUTLETS 4 o -- T>P-1 (Z.L. = 99.6) ; �°o 6"(MINI MECHANICALLY BUSHED 0 00 STONE k-3/4"DIA.) �\ I 0" - 7" Fill5R5/8 Gravely loamy sand i STABLE LEVEL BASE 7" -126" Cl, 2. SY8/2 Medium sand • � No Observed ESHWT - ! 126" Observed Groundwater E p(rE vi / t_ 'AT N MA1Zi 1L / / PERCOLATION TEST DATA I Er1CHiNG DRY WELLS 5D0 GALLONS _ S ' -1y_ Date: January 24, 2002 I 'TND 'CROSSSE.CTION c (r MrDf) t ;MORE'► F'RECl�yT r.'oNCAETE ,E f�l St/NE i c�FtLL i�. --___ Sail Class : r'lanb I ( 0 . 74 G/ ;F) FINAL GPM[?0 K StAO FINISHED ARADF 15I,OPF • 021 Perc Rate: < 2 MP (Tf' I - ! 12"pMIN) Depth of Port- Test : 1F " ,14" , __H 20 I LEACHINq DRY WELLS 7 � d ''1/4" 1/2' DOUBLE SCKZDULZ OF EL[VATIONS I It b"I K 4'10"W X T V 14 WASH F'FA%1 ONE 6 X( S r//v& M O 76 r- (IVf FIkL UACHING AREA . 1/4" 1 1/'1"DULISLE I Inv , Out. Four,dat icon (ex irrt. 1n(j) Voknown i 64'LX17WX2'H `'='' �' rt' '~"' ` � WASHED STONE ! FfEr 101, 1E ( Inv . In Svpr ic, Tank (Mxis( ing ) 140 . :Inv . OuI, Sept it Ton (ex I -it I rt,, ) ►8 . h ""`., - i � Inv. In Disrribut ion Boy. 48 . 40 LEACHING DF1 r 'Wt LI. Ir)v. Out. Dintrlbut A_,11 Box 96 . 2 4 TOCOMPI I W,1111HI w _ inv. in hes��F(irry Cary W4►11 9"I . AO f �- it ' REQUIREMENT'. IN Bottom of Leaching Ivry Weal is 95 . '70 { 310CMR15252 �� +o Obse rvod GW (TP- 1 ) LAID Z � f Existing Contour - - - y�! - - - 1 NOTZS n r//vG � �►z °' Proposed Contour 98 � 1 . All construction methods shall conform to the Title V ( 310 �SOQ UALCGVJ CMR 15) and the Barnstable Board of Health Regulations . -- • N ;tPrvc r�+wk Test Pir. 2 . There are no known private or public wells within 100 Finished Floor Elevation. FFE feet/400 feet, respectively, from the proposed leaching b � area . �L ,� ,BALL Basement Floor Elevation BFE -- 3 . Existing SAS to be pumped and removed prior to � �,vcNM - - -- ------ -- f 7- ( 6ACHIN(r Water Line W -- installing the new leaching area. ,r�tr---- ---- ASs0w'C LL•=/oe•oo I(' i a-4�� 10 q"3crtq° Doro pr�-Y lop (oRn+Cr no ; _ �. __.__. �_ -.. _.._.__.__ __.__._...__, sit.'"C'"'"� ._ I . r I y L 13'w 11 N Gas Llne 4 . No changes are to be made in the field without the approval. 0 carjc"rf pR 99T t O of the Board of Health and the design engineer. O O � 3' ,t�Po,Ep h �— --- -- -- 5 . Proposed leaching area is not designed for use with ? 'eELoc4reO rWUCEFtSrrN�� garbage disposal . 'jFtER- L�IiJB 1 ----- _ * SLEe.4E w,*rra L.ide 3 L'G' , �/ scr/q' Pic' (FAD) r)v•Sy °'�' 9�r; "�----- E�=y9,v I/ S1��Nb CALCULATIONS ( 6. Contractor to notify Dig Safe 72 hours prior to ;�Ac ENAJ w� G(s v+b g7 ------- construction . (800) 34 4-723.3. 99*3 �P�.P,�ED) Clair/N6 ~r, = �e,w 10 Bedrooms (Existing) - Motes 7 . Property line information taken from Plot Plan of 966 ,,,v SAS 110 GPD/Bedroom X 10 Bedrooms = 1100 GPD -: Percolation Rate - < 2 MPI (TP-1 ) � �`tk�t� � r ••-� _� � �. . • E of PA•rEu <��o Barnstable Land Court Cert . 6441, Plan i6itz., uated May 19, E,,(- r r Soil Class : -Class 1 ( 0 . 74 G/SF) 1940 . Septic Plan not to be used as a property line survey. PROPOSED LEACHING AREA: r 12.r4r(r�l r c.t.c. BERc►� fZ.o,gJ � --------�----_--.._ fl . Remove _i existing SAS and any leachate impacted and replace with Title V fill (Reference 310 CMR 15 . 255 for Leaching Dry Wells: 7 at 641L x 131W x 21H specifications of fill (sand) ] . The total amount of fill Side area: 308 SF X 0. 74 G/SF = 228 . 0 GPD i required is approximately 10 cubic yards . Bottom Area : 832 SF X 0. 74 G/SF - 615. 7 GPD - Total Leaching Capacity: 843 . 7 GPD i 9. " Existing frontage bounds along Craigville Beach Road shall { he exposed prior- r_o construction of the septic system. I any bounds along the frontage cannot be found, the property line shall be surveyed again and property corners, etc . be Pr- or jLE OF >EPT1 � staked in the field prior to construction of the septic ---- -_._ Se-ALE A, 4S :> Q'-Iarv47 system. - VARIASM : VIA LOCAL UPGRADE APPROVAL such ILv IlR�ND s�AND � (ol o B t oR.HARP A. �o* i 1 . Request, variance to reduce the offset of the Proposed lot,it ;4 °iA � sEwS leaching field to the property line from 10 feet to 1 foot Z $+ E*Isrr�(7 dc��E I [, / / B` ' , ^ r � •AP'~ �, NOA • MAn (closest point ) , 310 CMR 15 405 ( 1 ) (a) . ,qtibt• .P Our L 'NOL RC 7, o�E IL S U GGA OE , "yo T o�q~ T t •.9 4 I S T� o I� �opl Jt� n 2 . Request. variance to reduce the offset of the proposed oW r c ° GRA 1 VI LLF I leaching area f o the slab from 10 fear to 6 feet, 310 CMR log 3 . Request vafaince to reduce the size of the proposed leaching area by approximately 25% from 1486 SF (min. Title V) to t - - c 1140 SF, 310 CMR 15. 405 ( 1 ) _ 95 93,3 v +a Cg . goo A1 i r� LE --� E f ft)rikL' jd,'S;/� I �g �3 � � t C � _ . cRArGVic.tE J Lbs 8,40 1 ` RrCr�Cl7 J�R �INCC >ti xeooce 7NF orfJfT Di TNT Pit �Pvlt J �Aj I 1. i a,,.,r `+ l �u i� i t C • /./ �,� DL J S `T*] 7/l E E-J (f E J 7'N SA L T ,.1.*.OI }1W f T ry S"l r( D STILi OT-non! , f 7- LEAcN/h'c' �K-raj DAY WGG.(.} •q'LI r 3 w t zH I VRIc�k1YcE ' :- 99 .� + �EQvz•7" qgiu,Ir.cL r-., r-Euv(..L. orFSET of NrZepQSEa Tv r'd.•o✓uSEv �► whTER c .n� 0,g.3rj lu Pr 1-03 Fr 3(o `,n,L /$, `IUSL Q� E frST/Nb I^ ,Z StJ 0 l7 R LL OJT Z < rNSrACL 4 1cM4� TAE with 90 Zh jeL P 0 Ar z T V f 1'i t BEN�AMIN Ix rA��K, SUBSURFACE SEWAGE DISPOSAL SYSTEM c NO.1077 1 966 Craigville Beach Road, Centerville 0 4 Glo,1 APPROVED BY DRAWN BY f�1 3' SCALE: As Shown 3/11/02 Danial B Johnson D.B. Johnson z - .. ���l ` DATE: ]Prepared George Pardy (S06) 775 - 1962 o ror: 966 Craigville Beach Road, Centerville, �M 02632 a lab -- - — - -•----- ---.__..- _ _._.-._._..--- -- -T __.. __�_.____. �____�__ _ ___-) ^/ PreparedC S - DRAWING NUMBER i +G� * t7a �t �v �}t90 /+vc J t-ro /+�O c 7 (t ( B)A 904 Main street, suite a, osterville, WA026SS J-756 U Utto Dtlo Ory0 Ohio 0 f SO 91 /� y 11 Hoe-, / /o /t� f