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Home My WebLink About0081 FALLING LEAF LANE - Health Wf 81 ,Falling Leaf Lane ` Osterville Ruck - - A = 144 003018 rf. Holmes and Mcgrath, ine LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 11/9/2021 JOBNo. 217166 falmouth, ma. 02540 ATTENTION 508-548-3564 • 800-874-7373 - FAX 508-548-9672 RE: Mr. Suvitya Nopakun email:lcoelho@holmesandmcgrath.com #81 Falling Leaf Lane To: DEP Osterville, MA 02655 Attn: Title 5 Program 1 Winter Street, 6"'Floor Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 1 10/14/2021 DEP Approved Inspection and O&M form. REMARKS: COPY TO: Barnstable Board of Health Suvitya Nopakun SIGNED: Luis Coelho Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (El,en, Enviro-Septic, RUCK) A. Installation Important:When Mr. Suvitya Nopakun filling out forms Owner on the computer, use only the tab #81 Falling Leaf Lane key to move your Facility Street Address cursor-do not Osterville 02655 use the return City Zip key. Mailing address of owner, if different: same Street Address/PO Box: City State Zip (508)420 -7987 ext. Telephone Number B. Authorized Service Provider Holmes and Mcgrath, Inc. O&M Firm 205 Worcester Court, Unit A4 Street Address Falmouth MA 02540 City State Zip (508) 548 -3564 ext. Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 10/14/21 10/20/20 Inspection Date Previous Inspection Date Blackwater Tank=10" Graywater Tank=6" Pumping Recommended ❑ Yes ® No Sludge Depth(to be checked yearly) t5iaomr.doc- 6-16-06 Page 1 of 3 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of Eljen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ® no ❑ some pH 6.2 6 to 9 U DO 2 or greatermg/L Turbidity NTU 40 or Ies Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. I — - F. Sampling Information not required for standard inspection of Elden or Eviro Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Notes and Comments: All components inspected and working properly. The structural integrity of the septic tank was good condition and did not notice any evidence of leakage in or out of the tank. The graywater tank this year was not at working level and could be leaking out of tank. t5iaomr.doc• 6-16-06 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Ellen, Enviro-septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a trai g course for this System with the Technology Company and am listed by the Com77�1 trained ins tor. , November 9, 2021 Op�or Sig. ure Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use— by January 31 st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 i t5iaomr.doc- 6-16-06 Page 3 of 3 i Holmes and Mcglrath, inc. LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 1/4/21 JOB No. 217166 ' falmouth, ma. 02540 AnENnON 508-548-3564 9 800-874-7373 • FAX 508-548-9672 RE: Mr. Suvitya Nopakun ' email:Icoelho@holmesandmcgrath.com #81 Falling Leaf Lane To: DEP Osterville, MA 02655 Attn:Title 5 Program 1 Winter Street,6"'Floor Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 1 10/20/2020 DEP Approved Inspection and O&M form. REMARKS: COPY TO: Barnstable Board of Health Suvitya Nopakun SIGNED: Luis Coelho Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 L;f DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Ellen, Enviro-Septic, RUCK) A. Installation Important:When Mr. Suvitya Nopakun filling out forms Owner on the computer, use only the tab #81 Falling Leaf Lane key to move your Facility Street Address cursor-do not Osterville 02655 use the return key. City Zip r� Mailing address of owner, if different: same Street Address/PO Box: rerun City State Zip (508)420-7987 ext. Telephone Number B. Authorized Service Provider Holmes and Mcgrath, Inc. 0&M Firm 205 Worcester Court, Unit A4 Street Address Falmouth MA 02540 City State Zip (508) 548- 3564 ext. Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 10/20/2020 10/22/19 Inspection Date Previous Inspection Date Blackwater Tank=6" Graywater Tank=5' Pumping Recommended ❑ Yes ® No Sludge Depth(to be checked yearly) t5iaomr.doc• 6-16-06 Page 1 of 3 Massachusetts Department of Environmental Protection L Bureau of Resource Protection - Title 5 DEP Approved Inspection and OW Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of Eljen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑ turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ® no ❑ some 6.9 pH 6 to s U DO 2 or greater Turbidity NTU 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information — not required for standard inspection of Eljen or Eviro-Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Notes and Comments: All components inspected and working properly. The structural integrity of the septic tank was good condition and did not notice any evidence of leakage in or out of the tank. The graywater tank this year was again at working level. t5iaomr.doc• 6-16-06 Page 2 of 3 Massachusetts Department of Environmental Protection j Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Ellen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a tr ining course for this System with the Technology Company and am listed by the Compan a trained jpspector. January 4, 2021 0 1-1ator Signatur Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use— by January 31 st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 311h of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 t5iaomr.doc• 6-16-06 Page 3 of 3 Holmes and Mcgrath, inc. LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 11/5/19 JOBNo. 217166 r- falmouth, ma. 02540 ATTENTION $ 508-548-3564 • 800-874-7373 • FAX 508-548-9672 gy7N email:Icoelho@holmesandmcgrath.com RE: Mr. Suvitya Nopakun #81 Falling Leaf Lane To: DEP Osterville, MA 02655 ' Attn: Title 5 Program :y 1 Winter Street,6t'Floor Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 1 10/22/2019 DEP Approved Inspection and O&M form. REMARKS: COPY TO: Barnstable.Board of Health Suvitya Nopakun SIGNED: Luis Coelho f Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A L A Treatment and Disposal Systems (Eljen, Enviro-septic, RUCK) A. Installation Important:When Mr. Suvitya Nopakun filling out forms Owner on the computer, use only the tab #81 Falling Leaf Lane key to move your Facility Street Address cursor-do not Ostervllle 02655 use the return City Zip key. Mailing address of owner, if different: rab same Street Address/PO Box: rerien City State Zip (508) 420 -7987 ext. Telephone Number B. Authorized Service Provider Holmes and Mcgrath, Inc. 0&M Firm 205 Worcester Court, Unit A4 Street Address Falmouth MA 02540 City State Zip (508) 548-3564 ext. Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 10/22/19 11/29/18 Inspection Date Previous Inspection Date Blackwater Tank=4 Graywater Tank=4" Pumping Recommended ❑ Yes ® No Sludge Depth(to be checked yearly) p g t5iaomr.doc- 6-16-06 Page 1 of 3 i 'Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of EIjen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑ turbid ❑ Other(specify).- Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ® no ❑ some 6.6 pH 6 to 9 U DO 2 or greater Turbidity NTU 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information — not required for standard inspection of EIjen or Eviro-Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 �7 G. Inspection and Maintenance Description of any maintenance performed since previous inspection & during this inspection: Notes and Comments: All components inspected and working properly. The structural integrity of the septic tank was good condition and did not notice any evidence of leakage in or out of the tank. The graywater tank this year was again at working level. t5iaomr.doc- 6-16-06 Page 2 of 3 •! Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for. Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a trai ing course for this System with the Technology Company and am listed by the Company trained ins p or. _ November 5, 2019 O or Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 315'of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31 th of each year for the previous 12 months General Use—by September 301h of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston, MA 02108 t5iaomr.doc• 6-16-06 Page 3 of 3 T 7 Ell- ` f Holmes and Mc9iraft1nc. LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 1/4/19 Na 217166 falmouth,ma. 02540 AWN 508-M-3564 • 800-874-7373 • FAX 508-548-9672 email:Icoelho@holmesandmcgrath.com RE: Mr. Suvitya Nopakun #81 Falling Leaf Lane To: DEP Osterville,MA 02655 Attn:Tide 5 Program 1 Winter Street,6"'Floor Boston, MA 02108 WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 1 11/292018 DEP Approved Inspection and O&M form. REMARKS: COPY TO: Barnstable Board of Health Suvitya Nopakun SIGNED: Luis Coelho Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatme nt and Disposal Systems p y (Eljen, Enviro-Septic, RUCK) A. Installation Important:When Mr. Suvitya Nopakun filling out forms Owner on the computer, use only the tab #81 Falling Leaf Lane key to move your Facility Street Address cursor-do not Osterville use the return 02655 key. City Zip VQMailing address of owner, if different: m same Street Address/PO Box: ,tea City State Zip (508)420-7987 ext. Telephone Number B. Authorized Service Provider Holmes and Mcgrath Inc. 08M Firm 205 Worcester Court Unit A4 Street Address Falmouth MA 02540 City State Zip (508)548-3564 ext. Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert.#97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 11/29/18 10/18/17 Inspection Date Previous Inspection Date Blackwater Tank=6" Graywater Tank=4" sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ® No t5iaomr.doc- 6-16-06 Page 1 of 3 Massachusetts Department of Environmental Protection LiBureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of EIjen,Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy , ❑ offensive ❑ turbid Effluent Solids: ® no ❑ some pH 6 to 9 SU DO 2 or greatermg/L T TU Turbidity 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information — not required for standard inspection of E1jen or Eviro-Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑pH ❑BOD❑CBOD ❑ TSS ❑TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Notes and Comments: All components inspected and working properly. The structural integrity of the septic tank was good condition and did not notice any evidence of leakage in or out of the tank. The graywater tank this year was at working level., t5iaomr.doc- 6-16-06 Page 2 of 3 I Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a trai ing course for this System with the Technology Company and am listed by the Company a trained pector. January 4, 2019 or sign at Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31 st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use—by September 30'h of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 t5iaomr.doc• 6-16-06 Page 3 of 3 rl 6 Innovative Ruck Systems, inc. LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 11/13/17 JosNo. 217166 ' falmouth, ma. 02540 IFR 508-548-3564 - 800-874-7373 - FAX 508-548-9672 ATTENTION c„ email:Icoelho@holmesandmcgrath.com RE: Mr. Suvitya Nopakun p. #81 Falling Leaf Lane To: DEP Osterville, MA 02655 Attn:Title 5 Program 1 Winter Street, 6th Floor Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 1 10/18/2017 DEP Approved Inspection and O&M form. REMARKS: COPY TO: Barnstable Board of Health Suvitya Nopakun SIGNED: Luis Coelho Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 �\ DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) A. Installation Important:When Mr. Suvitya Nopakun filling out forms Owner on the computer, use only the tab #81 Falling Leaf Lane key to move your Facility Street Address cursor-do not Osterville 02655 use the return key. City Zip Mailing address of owner, if different: same Street Address/PO Box: ietwn City State Zip (508)420 - 7987 ext. Telephone Number B. Authorized Service Provider Innovative Ruck Systems, Inc. O&M Firm 205 Worcester Court, Unit A4 Street Address Falmouth MA 02540 City State Zip (508) 548-3564 ext. Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 10/18/17 10/25/17 Inspection Date Previous Inspection Date Blackwater Tank=7" Graywater Tank=3" Pumping Recommended Sludge Depth(to be checked yearly) P 9 ❑ Yes ® No t5iaomr.doc• 6-16-06 Page 1 of 3 i Massachusetts Department of Environmental Protection \ Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of Eljen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑ turbid ❑ Other(specify): Odor: ® musty El earthy El moldy El offensive ❑ turbid Effluent Solids: ® no ❑ some pH 6 to 9 U DO 2 or greater Turbidity 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information — not required for standard inspection of Eljen or Eviro-Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance scription of any maintenance performed since previous inspection &during this inspection: Pride was on site early this year to check the raywater tank. Notes and Comments: All components inspected and working properly. The structural integrity of the septic tank was good condition and did not notice any evidenq_e f_leakage,in oro out of the tank. The�graywater tank this ear was right below the effluen t which seems to me like the tee needs to be sealed. Lt55iaonmr.doc- 6-16-06 Page 2 of 3 f Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a trai g course for his System with the Technology Company and am listed by the Compan a trained ins or. �r�-- November 13, 2017 Oiler or Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 315t of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31 th of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 t5iaomr.doc- 6-16-06 Page 3 of 3 o,O.Box 547 =aa Tau nbn,MA 02718 + Dhone-r-OUBM009 =ax•598-�D-2611 5/ 'Z 5/(� (�.Cutusc�� C-\cclri T ) � � 7ank Inspection Report „e-A-, 91 Falling Leaf Gone Osterville, Miq 026555 Entered into tank to inspect interior structure, seams, and piping. All seams appear to be sealed properly with no sign of peeling or cracking. Interior of structure is-sound with no cracking or scaling of concrete. Piping is in good condition, no cracks or bad joints,and all drop T's are in place. Found no evidence of the tank leaking at this time. Thank you James Jones Technician l g'd �s JOB INVOICE Pride frWraamental P.O. Box 547 � � 3 4 57 East Taunton, VI A02 18 ORDER NO. DATE ORDERED (508) 880.6009 �/ CRDER TARN BY DATE PRIJPA ISEC � A.M. ❑ a.rn. , BILLTO - .: - - PHONE ADDRESS /^ � - IECHAMC Cl-y - HELPE9 - JCS NArdE AND LOC,41-14 - _ .` DAB WORK L CONTRACT . D IPTICN OF ORK r /� l I f . ig L QUART. DESCRIPTION OF MATERIAL USED k PRICE AMOUNT - U i y NGtlRS 1460R �r ) AMOUNT - �- .1► /X J la Tora� MECHAfvlC5 J MATERIALS Z. HELFERS 1_ ® � . O u6 LABOR ,TUIAL 24Z Ehereby acknowledge the satlsta=r iOTAI LABOR W �cNopm�pletlon of the above described uodc. M, SI RE DATE CQPdPL� TOTAL W - a a i scr<, day �a V �r .f Wind River Environmental LLC. Invoice 46 LizoVe Dr Suite 1000 1`JEN; I .r R O�NT Mar borough MA01752 Acquisition: Wind River Environmental Billing Questions: 978-841-5080 Service Questions: 978-562-4500 BILL TO JOB SITE Customer Number: 1930926 NopakLn Primary Home Primary Home 81 Falling Leaf Lane 81 Falling Leaf Lane Osterville, MA 02655 Osterville, MA 02655 Nopakun Service Date: 22-Mar-2017 Invoice Number: 3477339 Order Number:0217056961 P.O.Number: Invoice Date: 24-Mar-2017 Order Date: 21-Mar-2017 Quantity Service Type Price Amount Tax% Tax Total 5.00 Coupon.or Discount -10.00 $-50.00 0.000 $0.00 1.00 Pumping 1000 280.49 $280.49 0.000 $0.00 $280.49 1,00 Envirormental Compliance-Residential 19.50 $19.50 0.000 $0.00 $19.50 Normal water level.Light top solids. Light bottom sludge. Inlet baffles are intact. Main line Clear. Filter missing. Recommended Boost additive, CCLS additive. Cover(s)secured. Subtotal Non Taxed: $249.99 Subtotal Taxed: S0.00 Tax: $0.0-0 Total: $249.09 Credits: $0.00 Payments: $249.99 Balance: $0.00 From: Please detach here and return the bottom portion with your payment. Customer Number: 1930926 Nopakun Payment Terms: Due on Receipt 81 Falling Leaf Lane Order Number Invoice Number lnvoice Date Amount Due Osterville Iv1A 02655 C217056961 3477339 24-Mar-2017 S0.00 Remit To: Wind River Environmental L.LC_ If your payment is returned NSF it will be re-presented electronically;and you wilt be assessed a processinu,fee,the rnaximurn,allowed by law_ 46 Lizotte D-,Suite 1000 Marlborough, MA 01752 Z'd Innovative Ruck Systems, inc. LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 11/11/15 JOBNO. 214045 falmouth, ma. 02540 ATTENTION 508-548-3564 • 800-874-7373 • FAX 508-548-9672 email:Icoelho@holmesandmcgrath.com RE: Mr. Suvitya Nopakun #81 Falling Leaf Lane To: DEP Osterville, MA 02655 Attn:Title 5 Program 1 Winter Street,61h Floor Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 2 10/28/2015 DEP Approved Inspection and O&M form. REMARKS: COPY TO: Barnstable Board of Health Suvitya Nopakun SIGNED: Luis Coelho _w Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) A. Installation Important:when Mr. Suvitya Nopakun filling out forms Owner on the computer, use only the tab #81 Falling Leaf Lane key to move your Facility Street Address cursor-do not Osterville 02655 use the return key. City Zip Mailing address of owner, if different: same Street Address/PO Box: moan City State Zip (508) 420 - 7987 ext. Telephone Number B. Authorized Service Provider Innovative Ruck Systems, Inc. O&M Firm 205 Worcester Court, Unit A4 Street Address Falmouth MA 02540 City State Zip (508) 548-3564 ext. Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 10/28/15 11/11/14 Inspection Date Previous Inspection Date Blackwater Tank=" Graywater Tank=1" Sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ® No t5iaomr.doc• 6-16-06 Page 1 of 3 Massachusetts Department of Environmental Protection r Bureau of Resource Protection - Title 5 DEP Approved Inspection and OW Form for Title 5 I/A Treatment and Disposal Systems (Ellen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of Eljen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ® no ❑ some pH 6.5 SU DO 1.96 mg/L Turbidity NTU 6 to 9 2 or greater 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information — not required for standard inspection of Eljen or Eviro-Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: None Notes and Comments: All components inspected and working properly. The structural integrity of the septic tank was good condition and did not notice any evidence of leakage in or out of the tank. The graywater tank was again only half full this year which indicates that the tank is leaking out. Vents in place and working. t5iaomr.doc• 6-16-06 Page 2 of 3 I� l Massachusetts Department of Environmental Protection jL Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a train'ng course for this System with the Technology Company and am listed by the Compan a trained i5s$ctor. 11/11/2015 O ator Signature Date System owner must submit this report,technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31 st of each year for the previous calendar year Piloting Use -within 45 days of inspection date Provisional Use—by March 31 th of each year for the previous 12 months General Use—by September 301h of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston, MA 02108 t5iaomr.doc• 6-16-06 Page 3 of 3 V� Innovative Ruck Systems, inc. LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 11/24/14 JOBNO. 214045 falmouth, ma. 02540 ATTENnON 508-548-3564 - 800-874-7373 - FAX 508-548-9672 email:Icoelho@holmesandmcgrath.com RE: Mr.Suvitya Nopakun #81 Falling Leaf Lane To: DEP Osterville, MA 02655 Attn:Title 5 Program 1 Winter Street,6th Floor. Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 2 11/11/2014 DEP Approved Inspection and O&M form. REMARKS: COPY TO: Barnstable Board of Health 17-Suvitya Nopakun-- SIGNED: Luis Coelho y _ Massachusetts Department of Environmental Protection ✓ K Ll Bureau of Resource Protection - Title 5 )1'� DEP Approved Inspection and O&M Form for Title 51/A Treatment and Disposal Systems (Eijen, Enviro-Septic, RUCK) S A. Installation t Important:When Mr. Suvitya Nopakun filling out forms Owner on the computer, use only the tab #81 Falling Leaf Lane key to move your Facility Street Address — cursor-do not use the return Osterville 02655 key. City, Zip 1. t',1 VQ Mailing address of owner, if different: same Street Address/PO Box: I city State Zip (50.8)420-7987 ext. Telephone Number B. Authorized Service Provider Innovative Ruck Systems Inc. O&M Firm 20.5 Worcester Court,.Unit A4 Street Address Falmouth MA 02540 city State Zip (508)548-3564 ext. Telephone Number Luis-Coelho . 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type- ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence-used less than 6 mo./year: ❑ Yes ® No D. Operating Information 11/11/14 9/26/1.3 Inspection Date Previous Inspection Date Blackwater Tank=4" Gra ater Tank=3" Sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ® No t5iaomr.doc• 6-16-06 Page 1 of 3 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection-- Title 5 DEP Approved Inspection and O&M form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of£Ijen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑turbid ❑ Other(specify): Odor: M musty ❑ earthy El moldy El offensive El turbid Effluent Solids: ® no ❑ some pH 6 0 g 2 SU DO .3 e 40 or less mgL Turbidity NTU Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information — not required for standard inspection of Eljen or Eviro-Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: None Notes and Comments: All components inspected and working properly. The structural integrity of the septic tank was good condition and did not notice any evidence of leakage in or out of the tank. I did notice that the graywater tank was only half full again this year which indicates that.it might be leaking out. Vents in place and working. t5iaomr.doc• 6-16-06 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Tifie'5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eijen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample.collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true,accurate, and complete as of the time of the inspection. 1 have attended a training course for this System with the Technology Company and am listed by the Company. a trained i ector. 11/24/14 p to Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31 st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use-by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 t5iaomr.doc- 6-16-06 Page 3 of 3 4. holmes and mcgrath, inc. LETTER OF TRANSMITTAL civil engineers and land surveyors 205 Worcester Court Unit A4 DATE 10/24/12 JOBNO. 205033 falmouth, ma. 02540 arrErmoN 508-548-3564 800-874-7373 • FAX 508-548-9672 , Mr. Suvit a No akun email:mcgrath@holmesandmcgrath.com Y. P 481 Failing Leaf Lane To: DEP Osterville, MA 02655 Attn:Title 5 Program 1 Winter Street,e Floor Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. . DESCRIPTION 1 10/16/12 ' DEP Approved Inspection and O&M form.' . a REMARKS: IS N p -M COPY TO: Bastatle Board of Health m 'Suvitya Nopakun SIGNED: Luis Coelho LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) A. Installation Important: Mr. Suvitya Nopakun When filling out Owner forms on the computer,use #81 Falling Leaf Lane only the tab key Facility Street Address to move your Osterville 02655 cursor-do not use the return City' Zip key. Mailing address of owner, if different: r� same Street Address/PO Box: Brtan City State Zip (508)420 7987 ext. Telephone Number B. Authorized Service Provider Innovative Ruck Systems, Inc. 0&M Firm 362 Gifford Street Street Address Falmouth MA 02540 City State Zip (508) 548-3564 ext. Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. FacilitylSystem Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑' Remedial Seasonal Residence-used less than 6 mo./year: ❑ Yes ® 'No D. Operating Information 10/16/12 10/21/11 Inspection Date Previous Inspection Date Blackwater Tank=6" Graywater Tank=4" Pumping Recommended ❑ Yes ® No Sludge Depth(to be checked yearly) t5iaomr.doc• 6-16-06 Page 1 of 3 _F LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 IIA Treatment and Disposal Systems (Erijen, Enviro-Septic, RUCK) E. Field Testing not required for standard inspection of Eljen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray [:1 brown ® clear ❑ turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: no -❑ some PH 6 to 9 SU DO 2 or greater T NTU Turbidity 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for'BOD and TSS. F. Sampling Information not required for standard inspection of EIjen or Eviro-Septic Samples Taken: 0 Influent ❑ Effluent Commercial systems or systems with a design flow of 2000.gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH E] BOD El CBOD ❑ TSS ❑TN D Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: None Notes and Comments: All components inspected and working properly. The structural integrity of both.tanks were good and did not notice any.evidence of leakage in or out of the tank.Vents in place and working. t5iaomr.doc• 6-16-06 Page 2 of 3 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eijen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is tr e, accurate, and complete as of the time of the inspection. I have attended a tr,: ing ,cours r this System with the Technology Company and am listed by the Company a train ' sector. .� 10/24/12 at r ignature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use-by January 31 st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use-by March 31th of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5-Program One Winter Street, 6th Floor Boston, MA 02108 4 t5iaomr.doc• 6-16-06 Page 3 of 3 !f holmes and mcgrath, inc. LETTER OF TRANSMITTAL civil engineers and land surveyors 362 gifford street DATE 10/27/10 JOB No. 205033 falmouth, ma. 02540 ATTENTION 508-548-3564 0 800-874-7373 9 FAX 508-548-9672 email:mcgrath@holmesandmcgrath.com RE: Mr. Suvitya Nopakun #81 Falling Leaf Lane To: DEP Osterville, MA 02655 Attn:Title 5 Program 1 Winter Street,e Floor Boston, MA 02108 WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items: COPIES DATE NO. DESCRIPTION 1 10/7/2010 DEP Approved Inspection and O&M form. REMARKS: COPY TO: i ,Barnstable Board-of-Healthy �Suvitya Nopakun� SIGNED: Luis Coelho s Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Eljen, Enviro-Septic, RUCK) A. Installation Important: Mr. Suvitya Nopakun When filling out Owner forms on the computer,use #81 Falling Leaf Lane only the tab key Facility Street Address to move your Osterville 02655 cursor-do not City use the return y Zip key. Mailing address of owner, if different: � same Street Address/PO Box: city State Zip (508)420-7987 ext. Telephone Number B. Authorized Service Provider Innovative Ruck Systems, Inc. O&M Firm O n 362 Gifford Street Street Address Falmouth Mk' 02540 City State Zip C� (508) 548-3564 ext. CD Telephone Number Luis Coelho 14887 Grade 4M Operator Name Technology Company/Date of Training C. Facility/System Information Gen. Use Cert. #97894 Innovative Ruck Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 10/7/10 9/23/09 Inspection Date Previous Inspection Date Blackwater Tank=9" Graywater Tank=6" Pumping Recommended ❑ Yes ® No Sludge Depth(to be checked yearly) p g t5iaomr.doc• 6-16-06 Page 1 of 3 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Ellen, Enviro-Septic, RUCK) E. Field Testing — not required for standard inspection of EIjen, Enviro-Septic or RUCK Field Inspection: Color: ❑ gray ❑ brown ® clear ❑ turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ® no ❑ some pH 6 to s SU DO 2 or greatermg/L Turbidity' 4l)or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information — not required for standard inspection of EIjen or Eviro-Septic Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: None Notes and Comments: All components inspected and working properly. The structural integrity of both tanks were good and did not notice any evidence of leakage in or out of the tank. Vents in place and working. t5iaomr.doc• 6-16-06 Page 2 of 3 t LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems (Ellen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a fining cour fo this System with the Technology Company and am listed by the Compan s a traine 10/27/10 r or ignatur Date i System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31 st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Pro ram One Winter Street, 6t Floor Boston, MA 02108 t5iaomr.doc• 6-16-06 Page 3 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 Permitting DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems I/A System inspection results must be submitted on this DEP form. A. Facility Important: Suyitya Nopakun When filling out Owner ' forms on the computer, use #$1"FaltingrLeaf'Lane; only the tab key Facility Street Address ' to move your Osterville 02655 cursor-do not use the return City/Town Zip key. Mailing address of owner, if different: Street Address/PO Box City/Town State Zip (508)420 -7987 ext. Telephone Number B. Authorized Service Provider Holmes & McGrath, Inc. 0&M Firm 362 Gifford Street Street Address Falmouth MA 02540 City/Town State Zip (508) 548 -3564 ext. Telephone Number Luis Coelho 14887 Certified Operator Name Certification Number C. Facility/System Information General Use Cert. #: 97894 Innovative RUCK Systems Residential RUCK DEP ID Manufacturer's Name&ID Model Name&Number 12/9/99 Installation Date Start of Operation Approval Type: Z General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ®Yes ❑No D. Operating Information 10/17/08 6/28/07 Inspection Date Previous Inspection Date Blackwater tank= 12"; Graywater tank =4" Pumping Recommended El Yes ® No Sludge Depth(to be checked yearly) p 9 Normal Effluent Description t5iaoml.doc•10/22/08 Page 1 of 2 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 Permitting DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Sampling Information Samples Taken: ❑ Influent ❑ Effluent Parameters sampled: ❑ pH ❑ BOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: Notes and Comments: All components inspected and working properly. Vents were in place and working. F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachuse is certified perator in accordance with 257 CMR 2.00. 10/21/08 Op4ra or ig ture Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: L Remedial Use—by Piloting Use—within Provisional Use—by General Use—by January 31s'of each 30 days of inspection. March 31st of each September 30`h of year for the previous dateyear for the previous each year for the calendar year calendar year previous 12 months Address for DEP co Department of Environmental Protection copy: Attention: Title 5 Permitting Program One Winter Street, 6th Floor Boston, MA 02108 t5iaom1.doc• 10/21/08 Page 2 of 2 1� L LLIMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 Permitting DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems I/A System inspection results must be submitted on this DEP form. A. Facility Important: Suyitya Nopakun When filling out Owner forms on the computer,use #81 Falling Leaf Lane only the tab key Facility Street Address to move your Osterville 02655 cursor-do not City/Town Zip use the return key. Mailing address of owner, if different: Street Address/PO Box City/Town State Zip (508)420-7987 ext. Telephone Number B. Authorized Service Provider Holmes& McGrath, Inc. 0&M Firm 362 Gifford Street Street Address Falmouth MA 02540 City/Town State Zip (508) 548-3564 ext. Telephone Number Luis Coelho 14887 Certified Operator Name Certification Number C= C. Facility/System Information = C General Use Cert. #: 97894 Innovative RUCK Systems Resident4l RUCK co DEP ID Manufacturer's Name&ID Model Name&Number= . 12/9/99 Installation Date Start of Operation n W rn . W Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ®Yes ❑No D. Operating Information 9/23/09 10/17/08 Inspection Date Previous Inspection Date Blackwater tank= 8"; Graywater tank=4" Pumping Recommended ❑ Yes ® No Sludge Depth(to be checked yearly) Normal Effluent Description t5iaoml.doc• 10/7/09 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 Permitting DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Sampling Information Samples Taken; ❑ Influent❑ Effluent Parameters sampled: ❑ pH ❑ BOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: Notes and Comments: All components inspected and working properly. Vents were in place and working. F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. 10/7/09 oor Signature L Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by Piloting Use—within Provisional Use—by General Use—by January 31st of each 30 days of inspection March 31st of each September 30th of year for the previous date year for the previous each year for the calendar year calendar year previous 12 months Address for DEP co Department of Environmental Protection py' Attention: Title 5 Permitting Program One Winter Street, 6th Floor Boston, MA 02108 t5iaoml.doc- 10/7/09 Page 2 of 2 holmes and rncgrath, inc. civil engineers and land surveyors 362 gifford street falmouth, ma 02540 email: mcgrath@holmesandmcgrath.com DATE cos NO. phone (508) 548-3564 1 800 874-7373 ATTENTION O D ZO(Q LSZ Z�SG°3 fax (508) 548-99672 TO � RE: 49yllcl-vY1- U;Ile ly) �osf6✓�� ✓�� D�108 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications Ej Copy of letter ❑ Change order f T � �� Z'✓�sQ�cfi,o� F r✓y'` COPIES DATE NO. DESCRIPTION i,vi THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑` Submit copies for distribution ❑ As requested ❑ Returned for corrections El Return corrected prints ❑ For review and comment ❑ 10 FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO J{o rn eon ' SIGNED: -cis If enclosures are not as noted,kindly notify us at once. R Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 Permitting I; DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems I/A System inspection results must be submitted on this DEP form. A. Facility Important: Suvitya Nopakun When filling out Owner forms on the computer, use #81 Falling Leaf Lane only the tab key Facility Street Address to move your Osterville 02655 cursor-do not use the return City/Town Zip key. Mailing address of owner, if different: Street Address/PO Box p" City/Town State Zip (508) 420 -7987 ext. Telephone Number B. Authorized Service Provider Holmes & McGrath, Inc. O&M Firm 362 Gifford Street Street Address r� Falmouth MA 02540 = City/Town State Zip C;� G� s (508) 548-3564 ext. Telephone Number �? W Luis Coelho C' - x. - Certified Operator Name Certification Number C. Facility/System Information - CU r- M General Use Cert. #: 97894 Innovative RUCK Systems Residenti I RUCK DEP ID Manufacturer's Name&ID Model Name&Number 12/9/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ®Yes [:]No D. Operating Information 6/28/07 10/19/06 Inspection Date Previous Inspection Date Blackwater tank= 10 in.; Graywater tank=4 in. Pumping Recommended Yes ® No Sludge Depth(to be checked yearly) p g Normal Effluent Description t5iaomi.doc•8/8/07 Page 1 of 2 L7) Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 Permitting ' DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Sampling Information Samples Taken: ®Influent ® Effluent Parameters sampled: ❑ pH ❑ BOD ❑ TSS ®TN ❑ Other (list below) NO2, NO3, NH3, TKN Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: Notes and Comments: All components inspected and working properly. F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. 7/2/07 pe ator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by Piloting Use—within Provisional Use—by General Use—by January 31st of each 30 days of inspection March 31st of each September 301h of year for the previous date year for the previous each year for the calendar year calendar year previous 12 months Address for DEP co Department of Environmental Protection copy: Attention: Title 5 Permitting Program One Winter Street, 6th Floor Boston, MA 02108 t5iaoml.doc•8/8/07 Page 2 of 2 holmes and mcgrath, Bnc. civil engineers and land surveyors 362 gifford street falmouth, ma 02540 email: mcgrath@holmesandmcgrath.com DATE JOB NO. phone (508) 548-3564 1 800 874-7373 fax (508) 548-9672. ATTENTION TO 1:r I RE: 717 ��►:Y, �y WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order _ T�e - . - COPIES DATE NO. DESCRIPTION JD THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS i COPY TO &tC n 5 Aani&6 i kier SIGNED: l ................... Massachusetts Department of Environmental Protection G` Bureau of Resource Protection - Title 5 DEP Approved Inspection and ®&M Form for Title 5 I/A Treatment and Disposal Systems A. Installation Important: When filling out Ms. Janice Davis forms on the Owner computer, use only the tab key 82 Falling Leaf Lane to move your Facility Street Address cursor-do not use the return Osterville MA 02655 key. City State Zip Mailing address of owner, if different: Street Address/PO Box: Bnan City State Zip (508)428-1128 Telephone Number B. Authorized Service Provider Innovative Ruck Systems 0&M Firm 362 Gifford Street Street Address Falmouth Ma. 02540 City State Zip (508) 548 -3564 ext. Telephone Number Luis Coelho Certified Operator Name Certification Number C. Facility/System Information General Use Cert. #: 97894 Innovative RUCK Systems Residential RUCK DEP ID Manufacturer ID Model Number 12/2/99 Installation Date Start of Operation Approval Type:'® General ❑ Prov&dr bI'E1 Piloting ❑ Remedial Seasonal Residence— used less than 6 mo./year: ❑Yes ®No D. operating Information 10/19/06 09/22/05 Inspection Date Previous Inspection Date Septic = 2 inches; Gray =2 inches Pumping Recommended ❑ Yes ® No Sludge Depth(to be checked yearly) Davis Insp. Report'06.doc• 10/25/06 Page 1 of Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and ®&M Form for Title 5 I/A -Treatment and Disposal Systems normal Effluent Description E. Sampling Information Samples Taken: ❑ Influent ❑ Effluent Parameters sampled: ❑ pH ❑ BOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: None. Notes and Comments: All components inspected and working properly. F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massach is certifie per in accordance with 257 CMR 2.00. 10/25/06 Oper or ignature - Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use - General Use—by September 31 s`of each year4or•the -within 30 days-of inspection -�30th of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston. MA 02108 Davis Insp. Report'05.doc^ 10/25/06 Page 2 of 2 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 JANE SWIFT BOB DURAND Governor Secretary LAUREN A LISS Commissioner December 31,2002 Suvitya Nopakun 81 Falling Leaf Lane Barnstable,MA 02630 Re: 81 Falling Leaf Lane,Barnstable,MA DEP Facility ID:R1jCK5.4 Operation&Maintenance Requirements Dear Ms.Nopakun: As you are the owner of an alternative on-site sewage treatment and disposal system regulated under Title 5 of the State Environmental Code, 310 CMR 15.000,I am writing to remind you of your operation and maintenance obligations.According to the Department of Environmental Protection's records,a RUCK system has been installed at the above referenced location. The Department's approval for this system requires that,throughout the system's life,the system owner must maintain an agreement with a person or firm competent in providing services consistent with the system's specifications, the operation and maintenance required by the designer and any specified by the Department. In addition,every time the operator or operators are changed, the owner must notify the Department and the local Board of Health,in writing,within seven days of such change. The Department has received information indicating that you are no longer under contract with an operation and maintenance firm in violation of your system approval. Please notify the Department, in writing, within fourteen days of receipt of this letter,of the name of the new operator for your system and submit a copy of your current contract.Failure to comply with this request may result in enforcement action by the Department Please submit the information to: Department of Environmental Protection Title 5 Program Watershed Permitting Program One Winter Street,6th floor Boston,MA 02108 If you have any questions concerning your operation and maintenance requirements, please feel free to contact John L.Ciccotelli at the DEP/Boston Office at(617)292-5657. Si Sharon M.Pelosi,Director Watershed Permitting Program cc: Barnstable Board of Health DEP/SERO,B.Dudley This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep 0 Printed on Recycled Paper LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems A. Installation Important: Suvitya Nopakun When filling out Owner forms on the computer,use 81 Falling Leaf Lane. only the tab key Facility Street Address to move your Osteryille 02655 cursor-do not use the return City Zip key. Mailing address of owner, if different: Street Address/PO Box: City State Zip - ext. Telephone Number B. Authorized Service Provider Inovative Ruck Systems O&M Firm 200 Main Street Street Address Falmouth Ma. 02540 City State Zip (508)548-3564 ext. Telephone Number Michael B Moreau Jr. 10291 Certified Operator Name Certification Number C. Facility/System Information DEP ID Manufacturer ID Model Number 12/2/99 Installation Date Start of Operation Approval Type: ® General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ®Yes ❑No D. Operating Information 03/04/02 Inspection Date Previous Inspection Date 4 Pumping Recommended ❑Yes ® No Sludge Depth(to be checked yearly) normal Effluent Description Nopakun•11/21/02 Page 1 of I LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Sampling Information Samples Taken: ❑ Influent® Effluent Parameters sampled: ® pH ® BOD ®TSS ® TN ❑ Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: . Notes and Comments: F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Mass set ce ified opt actor in accordance with 257 CMR 2 0. zz Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use-by January Piloting & Provisional Use- General Use—by September 31 s'of each year for the within 30 days of inspection 301h of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6'h Floor Boston. MA 02108 Nopakun •11/21/02 Page 2 of 2 - . | , ` | . || GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: BW Matrix: Aqueous Project: 81 FL Sampled: 03-04-:02 Client: Holmes&McGrath Received: 03-04-02 Lab ID: 48899-02 Container: 250 mL Plastic Preservation: Cool Lab ID: 48899-04 Container: 250 ml,Plastic Preservation: H2SO4 I Cool Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA, Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' ' Groundwater Analytical, |nc, P.(). Box 1200 228 Main Street, Buzzards Bay, MLAO2532 |. ` IED Innovative RUCK Systems, Inc. 0-T0\NN--1: �-1"'-- . A Passive Denitrifying Septic System200 Main Street, Room 201 Falmouth,MA 025401 (.800)659•RUCK(7825) In MA 1 (508)S48.3564 FAX (508)548.9672 January 24 , 2002 Ralph J. King George E . Lloyd, Jr. 24 Falling Leaf Lane 52 Falling Leaf Lane Osterville, MA 02655 Osterville, MA 02655 Myrna Singer David J. Noreen ' 72 Falling Leaf. Lane 82 Falling Leaf Lane North. Grafton, MA 01536 Osterville, MA' 02655 Arthur J. Balian Suvitya Nopakun 91 Falling Leaf_ Lane 81 Falling Leaf Lane Lexington, MA 02173 Osterville, MA 02655' Vincent G. Legendre George Paton P.O. Box 1059 39 Falling Leaf Lane Osterville, MA 02655 Osterville, MA 026.55 DB .P. Berestecky Walter Melnyk 31 Falling Leaf Lane 23 Falling Leaf Lane Osterville, MA 02655 Barnstable, MA 02655 Ernest P. Mondou 15 Falling Leaf Lane Osterville, MA 02655 Dear Homeowner: We have retested the final effluent from your residential RUCK® system at Falling Leaf Lane i ille, Barnstable, Massachusetts . The final effluent falls o meet the discharge limit in the General Certificate . e are proposing the following solutions : 1 . Meet with the Board of Health and Department of Environmental Protection (DEP) to discuss solutions . 2 . Meet with the residents . 3 . Conduct an analysis 4 �J printed on recycled paper 2 4 . Revise the systems with the following: A) Replumb existing plumbing so only laundry wastewater goes to the greywater tank. B) Furnish and install- acarbon source to add to the greywater tank. C) Furnish and install electrical service from the house to the carbon source. 5 . Furnish free carbon for a period of three years.. (This carbon cost- is about $100 . 00 per year. ) 6 . Visit the altered systems quarterly at no cost for three years . 7 . Prepare a nitrogen loading assessment to demonstrate that the remediation to the systems conform to the requirements of the Board of Health. This method was identified in the original Board of Health permit . DAfter we have an agreement with the residents, the Board of Health and DEP, we will schedule to cetraf1,t� the systems over the (next several 'month. Please feel free to contact us to discuss this individually or as a group. If you have any questions, please call or write me . Sincerely, INNOVATIVE RUCK YST S f Michael B. McGrath, P.E. , P.L.S. President MBM/gd cc: Stephen Corr, DEP, WPC, Boston Barnstable Board of Health `'l V IYy S innovative ruck systems, inc. oo3 a�1 200 main street falmouth, ma 02540 1-800-874-7373 TO: DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE ;Jan. 09,2002. ATTENTION: MARCIA SHERMAN REVISED 1 WINTER STREET BOSTON MA 02108 DEAR MS. SHERMAN PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. RESULTS OF RUCK SAMPLING _ TYPE GENERAL CERTIFICATE LOCATED IN NITR_OG_EN SE_NSITIVE ARE CLIENT Nopakun DATE ii6498 t LOCATION Lot 18 Falling Leaf Lane R071o1 TOWN Barnstable, Ma OUTPUT D-BOX . . . . ...... .... pH 6.9 BOD 34 mg/I TSS 330 mg/I AMMONIA 21 mg/I TKN 27 mg/I NO3 9.5 _ mg/I TN - 36.5 mg/I DOES SYSTEM CONFORM TO DISCHARGE REQUIREMENTS FOR TN i m' w:NO, LEGEND BRL BELOW REPORTING RESULTS TEST RESULTS ARE ATTACHED P SIGNED MICHAEL MOREAU innovative ruck systems, inc. CC: SUVITYA NOPAKUN_ `BARNSTABLE BOARD OF HEALTH �JEFF GOULD-DEP LAKEVILLE L � GR13UNDWATER � � � °"��°�°L° " "°=°"=~ Inorganic Chemistry Field ID: GVY Matrix: Aqueous Project: 81 R1 Sampled: 12-07c01 Client: Holmes&McGrath Received: 12-07-01 Lab ID: 46784-03 Container: tLPlastic- Preservation: Cool Plastic P H2SO4Cool Ift Mr Method References: Methods for Chemical Analysis o|Water and Wastes,Us EPA,Epx-6Ouw'rno-0z0,Revised(l98»)'and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, [P^/6OO/n'93/lOo'(l*y3)'and Standard Methods for the Examination of Water and Wastewater, aPH/\Eighteenth Edition(1opz). Report wvtgiomo 8nL Indicates result, if any, is below reporting limit for unu|yte. Reporting limit i,the lowest value that can bc reliably quantified under operating conditions. Reporting limits are adjusted for sample dilution and sample size. ` , | � � � Groundwater Analytical, |nc, P.[). Box 120U 228 Main Street, Buzzards Bay, MAO2S32 I innovative ruck systems, inc. 200 main street falmouth, ma 02540 1-800-874-7373 TO: DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE May14,20Q1 ATTENTION:MARCIA SHERMAN REVISED 1 WINTER STREET BOSTON MA 02108 DEAR MS. SHERMAN PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. RESULTS OF RUCK SAMPLING TYPE GENERAL CERTIFICATE LOCATEDIN NITROGEN SENSITIVEAREA � �YE$� CLIENT "M Sft e Constructron r� DATE `04/23%Oz1° LOCATION Lot1'8 FalligLaf�ane "�/ d� �` TOWN Barnstable,Ivla ,. ° s OUTPUT D-BOX pH ;75i ` BOD r 2 mg/I TSS 50 mg/I AMMONIA 02 dim /I TKN � K..5 g mg/I NO3 066? m /I TN IL,7 9 DOES SYSTEM CONFORM TO DISCHARGE REQUIREMENTS FOR TN v1'ES LEGEND BRL BELOW REPORTING RESULTS TEST RESULTS ARE ATTACHED SIGNED TIMOTHY M. SANTOS innovative ruck systems, inc. CC: SUVITYA NOPAKUN BARNSTABLE BOARD OF HEALTH JEFF GOULD-DEP LAKEVILLE | ~ GROUNDWATER Inorganic Chemistry Field ID: Lot18 Matrix: Aqueous Project: McS6ane/99170 Sampled: 04-23-01 Client: Holmes&McGrath Received: 04-23'01 Lab ID: 40588'21 Container: I LP|estic Preservation: Cool Lab ID: 40508-85 Container: 250mLPlastic Preservation: Cool ss Lab ID: 40588'13 Container: 2S0m1Plastic Preservation: H2SO4/Cowl � � . / Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, [Pm6o0K-9]/lOO'(1993),and Standard Methods for the Examination of Water and Wastewater, xPH/\Eighteenth Edition(/yez). Report Notations: onL Indicates result, if any,is below reporting limit for analyte. Reporting limit is the lowest value that can bo reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. / Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, kxA02S32 innovative ruck systems, inc. 200 main street falmouth, ma 02540 1-800-874-7373 TO: DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE N®V212000 ATTENTION: MARCIA SHERMAN REVISED M. 1 WINTER STREET BOSTON MA 02108 DEAR MS. SHERMAN PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENC LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. RESULTS OF RUCK SAMPLING TYPE GENERAL CERTIFICATE LOCATED IN NITROGEN'SE rS-ITIVE AREYES A CLIENT �Mc�ShaneConstrruct==ion , DATE >#11/y21%00 LOCATION L,ot 18 FalfmgLeatare , TOWN Barnstable Ma OUTPUT D-BOX pH 7 0 BOD 9 TSS 16, w mg/l AMMONIA ?BRL ymg/I TKN BRLS 'mg/I NO3 0 7mg/I TN -07 mg/I m.:.� DOES SYSTEM CONFORM TO DISCHARGE REQUIREMENTS FOR TN LEGEND BRL BELOW REPORTING RESULTS TEST RESULTS ARE ATTACHED SIGNED TIMOTHY M. SANTOS innovative ruck systems, inc. . CC: McSHANE CONSTRUCTION CO. BARNSTABLE BOARD OF HEALTH R. LAAK M GROUNDWATER ANALYTI CAL Inorganic Chemistry Field ID: 4L`ot--1A.-D B_ox7 Matrix: Aqueous Project: McShane/99170 Sampled: 10-30-00 Client: Holmes&McGrath Received: 10-30-00 Lab ID 37055 07 Container 1L Plastic Preservation Cool Biochemical Oxygen Demand BRL mg/L 9 10-30-00 BOD-0812-W EPA 405.1 Solids,Total Suspended 16 mg/L 10 11-02-00 TSS-0479-W EPA 160.2 Lab ID: 37055 01 Container 250 mL Plastic Preservation Cool ' � � c� �Reportlrig #r k^' �` �" 4 Analyte �, Results Untts If" zed C Batch Llntlt Methodr' ,'? Nitrate(as Nitrogen) 0.70 mg/L 0.02 10-31-00 NI-0950-W EPA 353.2 pH 7.0 pH 2.0 10-30-00 PH-0915-W EPA 150.1 Lab ID �37055 04 Container 250 mL Plastic Preservation H2SO4/Cool M+F d h Y.'2"a S it3�. ,d Anal e � 'a � t uReportin Yt • �Result+ lJmts�_ , <:: AnalyzedQCatch - "Method Ammonia(as Nitrogen) BRL mg/L 0.2 10-31-00 AM-0585-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) BRL mg/L 0.5 11-09-00 TKN-0561-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020, Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 May 11, 2000 Barnstable Board of Health Main Street Hyannis, MA 02601 Gentlemen RE: Lot-l8:D Falling Leaf Lane, Osterville ------------------------------------ Our office witnessed the construction of the RUCK filter at the above referenced lot . The construction of the RUCK D filter and appurtenances was satisfactorily constructed in accordance with the plan. If you have any questions, please call or write. Sincerely, INNOVATIVE RUCK SYSTEMS, INC. Timothy M. Santos Project Engineer cc :John McShane b� a "C Q ,;j U° -„ -r TOWN OF BARNSTABLE LOCATION �L� =--f SEWAGE # v VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. C1 i SEPTIC I.P NK CAPACITY ' LEACHING FACILITY: (type) (size) NO. OF BEDROOMS j BUILDER OR OWNER PERMITDATE: COtitPLLktiCE DATE: Separation Distance Between the: Feet O Maximum Adjusted Groundwater Table and Bottom of Leaching Facility — v Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of.Wetland and Leaching Facility (If any wetlands exist J within 300 feet of leaching facility) Feet Furnished by 8 ( TOWN OF B�ARNSTABLE 2- LOCATION Low� '.-.w SEWAGE # VILLAGE a S�rv�1`� ASSESSOR'S MAP & LOT -- -W INSTALLER'S NAME&PHONE NO.W)A C�nS�, '-07L-f$S 6 SEPTIC TANK CAPACITY Co 6►ze 1 (I o00 blac�Cl LEACHING FACILITY: (type) (size) Cc NO.OF BEDROOMS BUILDER OR O PERMPTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i j 7 P I LO O SgN4 '•. o� o C L.: ..�:. A lkr f No. Ole-Gz 1 jFee g �J .ti THE CO ONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2ppitration for MiopozaY *pgtem Com5truction 3permtt Application for a Permit to Construct(sO Repair( )Upgrade( )Abandon( ) Complete System IJ Individual Components Location Address or Lot No. j Owner's Name,Address and Tel.No. jZjhj Assessor's Ts!g!ner's �Installer's Name,Address,and Tel.No. Name,Address and vTel.`Nt o. 1fiLJ /'G Type of Building: -W Dwelling J/No.of Bedrooms Lot Size S, 2D� sq.ft. Garbage Grinder VIVO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Jig gallons per day. Calculated daily flow 33 a gallons. • Plan Date 0_ G Number of sheetsJ Revision Date / -I .,.�M Title ee&4 j ;e4_P1d4, J4,4 Size of Septic Tank j$d0 6 / Type of S.A.S. Description o Soil or 'Ao '/'da444 91sa sDi e Nature of Repairs or Alterations(Answer when applicable) or- eiEMI1 T .S F'"o_il'i1lIS Date last inspected: IN--TALLATION AND CERTIFY IN WRITING Tl t2. SYSTEM WAS INSTALLED IN STRICT Agreement: ACCORDANCE TO FM The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental de and not to place the system in operation until a Certifi- cate of Compliance has been issued by this B f H Signed Date o I a 4 Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued '� z I� s No. ?? rs.fee ¢ THE CO iNWEALTH OF MASSACHUSETTS Entered in computer: + •. � Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Migogal *p!gtem Construction Permit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon YComplete System ❑Individual Components .Ljo�cattioon Address or�pLot No. /do Owner's Name,Address and Tel.No. �j- y Assessor's iap444 •�M" O S IJf�1��2 QS*V 1 lie M3 416C-�Ot s 1-S� � d0 6W� i os*_11)i j/.X- Installer's Name,Address,and Tel.No. D signer's Name,Address and Tel.No. A.. Type of Building: fb Dwelling - &- No.of Bedrooms $ Lot Size /$,7Q �sq.ft. Garbage Grinder(/Up Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5: gallons per day. Calculated daily flow 336 gallons. Plan Date /A -90 - G Number of sheets / Revision Date ' Title e" Idi- 1-1/d44 — 0-§au Ji ll P. ..Gf�J Size of Septic Tank /560 6e,/' ` '" .�' Type of S.A.S. �'al `>/ Xre(J`.��d.e. h '�v� Description of Soil ` ` �a t7tit�t �LcJ]SB% l ,� ! -// ✓r// i!/.G�t r �� o 6'' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: ' } The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system :,. in accordance with the provisions of Title 5 of the Environmental de and not to place the system in operation until a Certifi- j" cafe of Compliance has been issued by�,Bf Hell. Date Application Approved by Date Application Disapproved for the following reasons Permit No. Y lro_ Date Issued / """ — d t� THE COMMONWEALTH OF MASSACHUSETTS ti BARNSTABLE, MASSACHUSETTS Certificate'of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded Abandoned )by I at has been constructed inn accordance with the provisions of Title 5 an- e for Disposal System Construction Permit No. -- dated—/ Installer Designer f The issuanE o this Dett2hj not be construed as a guarantee that the s will function as,desigtn ^ ' T IYLDate Inspector '�if9 m , t l� � ----- ,�- No. r r Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogal 6potem Construction 3permit Permission is hereby.granted to Construct O Re air( Upgrade( - ),Abandon( ) System located at y� / jiLtA CLtti Q �S 1//lie 'i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by s y I I - - y 1 I 4 1 ' PROPOSED RUCK SYSTEM for McSHANE CONSTRUCTION, Co. ' at L_O_T 18 FALLTINGrLEAFZANE BARNSTABLE, AM 1 I May 10, 1999 ' Mr. Thomas A. McKean, CHO, Director Barnstable Board of Health P.O. Box 534 ' Hyannis, MA 02601 Dear Mr. McKean: ' Please find attached copies of the plan of the proposed RUCK System at Lot 18 on Falling Leaf Lane in Barnstable, MA submitted to your board for approval. Also find enclosed, in this booklet, a copy of a portion of the RUCK System plans for McShane ' Construction, Co. at Lot 18, Falling Leaf Lane in Barnstable, MA, as well as a copy of the following: ' 1. Specifications 2. Monitoring Program ' 3. Maintenance Program 4. Homeowners Fact Sheet ' 5. General Certification from the Department of Environmental Protection (DEP) 6. Letter from the DEP on Septic Tank Sizing and Testing and Letter on Treatment Plant Operator ' Requirement. 7. A copy of a paper from URI by GOLD etal on Pathogen Removal from Buried Sand Filters (RUCK Filters) ' 8. Nitrogen Definitions RUCK Systems are passive denytrifying septic systems. Residential RUCK Systems are constructed ' by separating blackwater from greywater. The black water is the effluent from toilets and the kitchen sink. All other wastewater is greywater. The excreted organisms, phosphorus and nitrogen rich blackwater flows from the blackwater septic tank to a specially designed, aerobic, no maintenance, ' subsurface RUCK filter. RUCK filters are constructed in awatertight container with alternating layers of sand and crushed stone. Special inserts called INDRAINS' are installed into the sand layers. Bacteria in the unsaturated RUCK filter oxidize the nitrogen to nitrate, creating desirable acid conditions to enhance ' the removal of phosphorus and pathogens. Blackwater is then re-combined with greywater in the greywater septic tank. The greywater, containing biodegradable organic carbon, serves as the anaerobic electron donor to denitrify nitrate to nitrogen gas. The denitrification process adds alkalinity, converting ' the liquid back to normal pH. The redefined effluent can then be discharged to a standard sized leaching field. ' A flow diagram of the RUCK treatment system is shown in Figure 1. Components of the system are: separation of black and greywater flows, a blackwater septic tank, a RUCK filter, a greywater septic tank, and a standard leaching field. The design normally requires no additives or energy. The enclosures ' in this booklet provide specifications and describe monitoring and maintenance of the RUCK System. Further, the DEP has issued letters clarifying the approval and testing requirements as well as not requiring a Certified Treatment Plant Operator. ' We trust the above meets with PP our approval. Y ' If you have any questions, please call or write me. Sincerely, Innovative RUCK Systems, Inc. 1 Timothy A Santos ' Engineer ' Enclosure 1 i FALLING LEAF LANE ' (50' W1,06) 1oo.00'vv \ T 0 p 3: LOT 18 15,702 S.F. $ 0 h h PROP05E0 HOUSE FF 4B 0� ' 1400 GALLON GREYWAT£R _ h� SEPAL TAMW O I O 2 5. g /&V GALLew h ' BLAC:KWATER SEP ——— AL TANK J 'S' RUCK F/LTER RLMRkr B'WDE X AREA o 20,tONG ' SURFACE b£N7 LOCATION 11� � 29A' 1. TO BE DEERTA//N£D/N Af£F1£LOb o b ! PLAN REFERENCE: CERTIFIED PLOT PLAN BY >00.00 BAXTER & NYE. INC. 4 919b Copocfty/n/T/trolors w/tA 2' SCALE: 1 = 40' ' of stone an ends 4'of stone on PLAN DATE: 10/30/96 on sides A-1'below, LOT 18 FALLING LEAF LANE OSTERVILLE, MA. PLAN VIEW OF RUCK SYSTEM LAYOUT APPLICANT: 0 TERVILLE HIGHLANDS TRUST ' 1 " = 30' r 1 VENT BACK T-* THROUGH HOUSE ROOF 1 HOUSE - NITRIFICATION ' BLACK WATER 1 - VENT - t ' SEPTIC RUCK i -DIST. LEACHING t TANK Fes,-1-ER t OX FACILITY t ' t t t GREY WATER o o t SEPTIC t • • t TANK � • • � it DENITRIFICATION TITLE 5 1 . SYSTEM 1 1 . If ground water is greater than 10 is required. deep, no pump q Ruck Filter is sized for liW,. maintenance. 1 SCHEMATIC 1 RESIDENTIAL RUCK SYSTEM i fl 1 1 1 1 1 1 1 1 1 1 1 1 1 r li I � i� � i i i RUCK SYSTEM TECHNICAL SPECIFICATIONS SEPTIC TANK: ' The septic tanks shall be the size septic tanks shown on the approved plans. The septic tanks shall be capable of withstanding H-10 or H-20 loading as required and shall be reinforced concrete with removable covers. The septic tanks shall be as manufactured by Acme Precast Co., Inc. or equal approved by the Engineer. ' The septic tanks shall be installed on a level, stable base to the elevation shown on the plan. The Contractor shall ensure that the septic tank is waterproof and watertight by sealing the weep holes in the base of the septic tank and sealing the joint between the top and bottom halves with hydraulic cement. ' After sealing the septic tank, the septic tank will be filled to capacity with potable water and allowed to set for 48 hours. If the septic tank leaks, then the Contractor shall pump the septic tank dry and seal whatever leaks exist. The test shall be repeated until the tank is watertight. TEES: ' The tees shall be installed as shown on the plan and shall be constructed from Schedule 40 PVC pipe. Gas P PP baffles shall be installed on the outlet tees. Use Tuftite gas baffles or approved equal. The tee shall be concreted into the septic tanks by grout or hydraulic cement. This joint shall be watertight and waterproof. ' DISTRIBUTION BOXES: The distribution boxes shall be six (6) hole as manufactured by Acme Precast Co., Inc. or equal ' approved. The six hole distribution box shall be set on a 6" minimum thickness bed of compacted gravel. t The Contractor shall furnish and install risers manufactured by the same precast manufacturer as the distribution box. The risers shall be readily fitted to the top of the distribution box and extended to a manhole at finish grade. A precast concrete frame and cover shall be furnished and installed at grade. RUCK SAND FILTER: The Ruck sand filter shall be installed on a base of compacted sand at the elevation shown on the plan. The Ruck sand filter shall consist of an impermeable liner and a series of alternating sand, stone and in-drain layers. The liner shall be "Permalon" containment liner as manufactured by Reef Industries, Inc.* or equal approved by the Engineer. The liner shall be installed on a 6" layer of sand described above. ' The Contractor shall wet the sand as necessary to make the sand more manageable for shaping the side slopes. If the Contractor is unable to retain the sand, the Contractor shall rake to a 1" depth the shaped sides to insure no roots, stones or other objects rest directly on or near the liner. The Contractor shall furnish and install the liner per the manufacturer's instructions. The Contractor shall ' furnish and install pipe boots for the pipe lines that intersect the lines. The boots shall be installed per the manufacturer's instructions and the pipe boots shall result in watertight joints with no leaking at the pipe entrances and exits. ' The Ruck filter shall be installed as shown on the plans. The Contractor shall install thepiping, crushed P stone, sand, in-drains and filter cloth as shown on the plan. Each layer must be installed level. ' The crushed stone shall b h "e washed 1/8 to 1/2 stone free of iron, fines and dust. ' The sand shall have a D 10 (particle diameter at the 10% finer point) of between 0.16 to 0.20 mm. The sand shall have a ratio of D60/D10 of less than 5, with less than 4% to pass the#100 sieve. The ' Contractor shall furnish a grain size analysis of a representative sample of the sand. The filter cloth shall be Typar 4301 by Linq Geotextile Division or approved equal by the Engineer. '. The piping shall be Schedule 40 PVC pipe and perforated r p p g p p p o solid as shown on the plan. One vent pipe shall be piped back to the house and either vented through the roof or tied into the plumbing stack above tall inverts. The other vent pipe shall be installed in a location approved by the Owner and Engineer with the tee installed, a minimum of 3' above the finish grade. The vents shall have insect screens over the topenings. The in-drains shall be manufactured by Elgin Corporation of Storrs, CT. The in-drains shall be packed ' in the sand and installed per the manufacturer's directions. ' PERMALON CONTAINMENT LINER Reef Industries, Inc. Phone: 1-800- 231-2417 P.O. Box 750245 Fax: 1-713-507-4295 ' Houston, TX 77275-0245 Contact Person: Lynn Ciolli FILTER FABRIC Everett J. Prescot, Inc. (EJP) Phone: 508-580-3350 ' 155 Bodwell Street Fax: 508-584-7036 Avon Industrial Park Approved product: Drainage Cloth 130EX Avon, MA. 02322 ' Contact Person: Barry Sullivan ' INDRAINS (Also referred to as RUCK filter fins) Eljen Indrain Corp. Phone: 1-800-444-1359 15 West Road Fax: 1-860-487-1124 t Storrs, CT 06268 Contact Person: Jim Donlan � z 1 1 1 1 1 1 1 1 1 1 1 r �' 1 1 1 1 1 1 1 1 1 1 1 � z 1 1 1 SYSTEM MONITORING ' The Department of Environmental Protection requires that the RUCK system be monitored quarterly for P q Y q Y ' pH, BOD5 , TSS, TKN, NO3-N, and ammonia. Testing shall begin two months after the system is put into operation. After four successful sampling events, at the request of the owner, the local approving authority may reduce or eliminate the monitoring requirements. The system shall be open to inspection ' and sampling by the Department of Environmental Protection and the local approving authority at all times. ' Sample Acquisition & Analysis Laboratory analysis of all samples and sample collection shall be done using methods approved by the ' Department of Environmental Protection or the local approving authority. For each sampling event, samples shall be taken as follows: 1.) Greywater influent from the greywater septic tank. 2.) The ' distribution box. 3.) Effluent from the blackwater septic tank. Water meter readings shall be recorded for each sampling event. A successful sampling event shall be defined as a concentration of less than 19 mg/L of total nitrogen from the distribution box sample. Samples from the septic tanks shall be taken 12" below the bottom of the scum layer such that none of the scum is collected in the sampling vessel. Any ' scum or other solids shall be filtered from a sample before nitrogen analysis are performed. Chain of custody documents shall be maintained for all samples and sample events. Laboratory results and water ' meter readings shall be provided to the Department of Environmental Protection, the Board of Health, the owner, and Innovative RUCK Systems, Inc. Results are to be filed on an annual basis before January 31 for the preceding year at the following address: ' 1.)Department of Environmental Protection 20 Riverside Drive ' Route 105 Lakeville, MA. 02347 2.)Board of Health, Town of Barnstable P.O. Box 534 ' Barnstable, MA. 02601 3.)Innovative RUCK Systems, Inc. ' 200 Main Street Falmouth, MA. 02540 ' Any test results with a concentration greater than 19 mg/L of total nitrogen from the distribution box sample will be transmitted to the Department of Environmental Protection, Innovative RUCK Systems and the Board of Health within seven days. If the test results in a concentration greater than l9mg/L of ' total nitrogen from the distribution box sample, a retest of the distribution box effluent is required. If blackwater or greywater effluent shows a total nitrogen concentration greater than 50 mg/L, the septic ' tank effluent will be retested. If the retest of the distribution box effluent shows a total nitrogen concentration greater than 19 mg/L, contact Innovative RUCK Systems within two days. (Phone : 1- 800- 659- 7825) 1 � 1 1 I � 1 1 � 1 1 1 1 1 � r , � 1 1 1 1 1 1 1 1 ' E 1 1 1 1 1 Ruck System Maintenance Agreement I am a licensed septic system inspector in the Commonwealth ' of Massachusetts and agree to perform the following services to the septic system located at the address below. RUCK systems are served by two septic tanks, a greywater septic tank and a blackwater septic tank. System shall be inspected at least every two years A). Inspect Septic Tanks for Required Pumping under the Following Criteria. ' 1. Inspect the condition of the tanks. 2. Measure the distance between bottom of scum/grease layer and bottom of the outlet baffle. 3. Measure the distance between top of scum layer and top of outlet tee. ' 4. Measure the thickness of the scum/grease layer. 5. Measure the sludge layer and distance from sludge to outlet tee. 6. Inspect the condition of the inlet and outlet tees. ' 7. Report any evidence of leakage into or out of the tank. 8. Report any evidence of any backup of effluent. * Pumping required if: 1.) Sludge is within 12" of outlet tee or baffle. 2.) Bottom of the scum layer is within 2" of the bottom of the outlet tee. 3.) Top of the scum layer is within 2" of top of the outlet tee. B.) Inspect the Vents for Evidence of Clogging and/or Blockage. Annually inspect vent tee and insure insect screen is in place and that no bird or.insect nest is blocking the vent. Owner and Address of System to be Inspected: Telephone ' Signature of Owner: Date ' Name and Address of Inspector: Telephone , Signature of Inspector: Date ' License No. Issue Date ' Annual fee for the services described above: 1 1 1 1 1 1 1 1 a 1 1 1 1 1 1 1 ii � I � 1 � � 4 r RUCK SYSTEM FACT SHEET FOR HOMEOWNERS Your homes wastewater is treated by a RUCK System. Ruck Systems are designed to remove nitrogen ' from wastewater, before being discharged into the environment. Nitrogen in groundwater eventually takes the form of nitrates which can travel long distances in the groundwater. High levels of nitrates can be a health threat to people in addition to having adverse effects on water quality in harbors, estuaries, ' bays, and marine environments of all types. The wastewater from your home is separated into two categories called "blackwater" and "greywater''. ' Blackwater comes from the toilets and the kitchen sink. Greywater comes from all the other fixtures in the home. The blackwater and the greywater are separated within the house and flow from the house into two separate septic tanks. The blackwater then flows through the RUCK filter before combining with the ' greywater in the greywater septic tank. All of the wastewater that has left the house has now been collected in the greywater septic tank. From this point it flows into a distribution box and is discharged to the environment by what is called a soil absorption system. This system may be in the form of a leaching ' field or a leaching trench configuration. t The RUCK filter is served by two vents. One vent runs back to the house and up through the roof. The other vent is outside the house. It is important that these vents do not become blocked as they provide air to the RUCK filter. This supply of air is critical to the treatment of the wastewater. If the vents are ' blocked, the RUCK system will malfunction and noxious odors may be emitted. The most important components of your wastewater treatment system as a whole are the septic tanks. tThese tanks are designed to allow solids materials to settle out of the wastewater. It is important that this settled out sludge does not overburden the septic tank and allow solid materials to escape with the water leaving the septic tank. These suspended solids will clog the RUCK filter or the soil absorption system. ' The maintenance schedule you have been provided with has been designed to insure that sludge build up is checked, and that the sludge is removed by a licensed septic hauler. The tanks should be inspected each ' year. The frequency of septic tank pumping intervals will be dependent on the volume and composition of wastewater passing through the tank. ' Do not dispose of non-biodegradeable materials such as sanitary napkins, disposable diapers, and other such material into your system. You should not dispose of cooking oil, fat, or grease in your system as this will accelerate the clogging of the septic tanks and/or soil absorption system and the result will be ' increased pumping costs. The system is not designed to treat hazardous materials such as cleaning solvents, pesticides, acids, ' disinfectants, gasoline, oils, kerosene or any other chemical substance that will interfere with the wastewater treatment system. Residential wastewater treatment systems can not properly treat such hazardous materials and they will pass through the system only to be discharged into the environment. ' The proper operation of your on-site septic system is critical to the health of the environment and your enjoyment of that environment. ' As an owner, you should be aware that your wastewater'treatment system has been designed based on the number of bedrooms in your home. Any additions to-the home will require the approval of the Board of Health as well as the Building Inspector. Your system is not designed to accept waste from a garbage disposal. You should not connect a garbage disposal to your system without approval from the engineer ' who designed your system, as well as the Board of Health. The nitrogen removal capabilities of the system only provide high levels of treatment to the blackwater ' and for that reason, any ammonia based cleaners or dairy products should be dumped into the toilets or the kitchen sink. Dumping any exotic chemical compounds into the system may cause the destruction of the bacteria within the system and this will cause foul odors to be emitted from the vents. Normally, the vents do not smell. If a foul odor is present and persists, wastewater may have backed up into the RUCK filter. If a foul odor is being emitted from the vents, the distribution box and soil absorption components of the system should be inspected. If you would like the vent moved to another location for aesthetic or ' some other reason, contact the design engineer and the Board of Health. The system will fail to remove nitrogen if the vent is not properly located. ' The design engineer and installation contractor information should be recorded in the event that there are any problems or questions that you may have in the future. ENGINEER : INNOVATIVE RUCK SYSTEMS. INC. CONTACT PERSON: Timothy M. Santos ADDRESS : 200 Main Street ' Falmouth, MA 02540 TELEPHONE: 508- 548- 3564 INSTALLATION CONTRACTOR : ' CONTACT PERSON: ' ADDRESS : ' TELEPHONE: 1 1 1 1 1 1 r 1 � � 1 1 1 1 ' 1 I ' 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 ' � 1 1 Commonwealth of Massachusetts ' Executive Office of Environmental Affairs Department of Environmental Protection William F.Weld Gammor ' Trudy Coxe EOEA Thomas B. Powers namg Commissioner ' CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15. 000 ' Name and Address of Applicant: Holmes and McGrath, Inc. 200 Main Street Falmouth, MA 02540 Trade name of technology and model numbers: Ruck System as shown on the plans approved by the Department for residential flows under 2000 gallons per day (hereinafter the "System,,) . ' Date of Application: . December 23 , 1994 Transmittal Number: 97894 Date of Issuance: March 24, 1995 ' Effective date: March 31, 1995 Expiration date: March 31, 2000 ' Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR ' 15. 000, the Department of Environmental Protection hereby issues this Certification for General Use to: Holmes and McGrath, Inc. , 200 Main Street, Falmouth, ILIA 02540 (hereinafter "the Company") , ' certifying for general use in the Commonwealth of Massachusetts of the System described herein. The Department has determined that the applicant has demonstrated that the System will provide ' a level of environmental protection - at least equivalent to that of a standard on-site system designed and constructed in accordance with 310 CMR 15.600 and will provide enhanced nitrogen ' removal. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner/operator with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification ' constitutes a violation of 310 CMR 15. 000. ohn J. Wiggins Ming Director Date' ivision of Wat �Pollution Control ' Department of Env ronmental Protection One Winter Street • Bostop,Massachusetts 02108 • FAX(617)556-1049 • Telephone 617 292-5500 ' General Use Certification Page: 2 Ruck g ' I. Design Standards ' 1 . The System shall be installed in a manner which does not adversely affect the operation of a title 5 system as constructed in accordance with 310 CMR 15 . 100 - t 15 .279, subject to the Provisions of this Certification. 2 . New Construction: In accordance with 310 CMR 15 .217 (2) , an increase in calculated nitrogen loading per acre is allowed with the use of the System. The System may be used in areas subject to nitrogen loading limitations, ' 310 CMR 15 .214 . When used in such areas, the allowable loading for the System shall be for up to 660 gallons per day of design flow per acre. Total nitrogen concentration in the effluent shall not exceed 19 ' mg/liter and a minimum of 5511 of the influent total nitrogen concentration shall be removed. 3 . Areas with approved nitrogen loading plans : For the ' purpose of aggregate determination of allowable flows and nitrogen loadings per 310 CMR 15 .216 (1) , for residential flows' of less than 2, 000 gpd, nitrogen loading of 19 mg/liter of effluent shall be used for Systems installed under this Certification. 4 . Expansions to existing residential homes : For any ' existing 2 bedroom residential home, as of March 31, 1995, in areas subject to nitrogen loading limitations, 310 CMR 15 .214, the following expansions shall be permitted with the use of 'this System: a. With an existing minimum lot size of 10, 000 sq. - ft. , up to 3 bedrooms (330 gpd) . b. With an existing minimum lot size of 15 , 000 sq. ' ft. , up to 4 bedrooms (440 gpd) . For any existing 3 bedroom residential home, as of ' March 31, 1995, in areas subject to nitrogen loading limitations, 310 CMR 15 .214, the following expansions shall be permitted with the use of this System: with an existing minimum lot size of 15, 000 sq. ft . , up to 4 ' bedrooms (440 gpd) . ' II. General Conditions 1 . All provisions of 310 CMR 15 . 000 are applicable to the ' use of this System, the owner/operator, and the Company, except those which specifically have been varied by the terms of this Certification. ' 2 . Plans and" specifications shall be stamped and signed by either a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian. ' 3 . Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis f Ruck General Use Certification Page: 3 shall be conducted b inde en Y an p dent U.S. EPA or Commonwealth of Massachusetts approved testing ' laboratory, or an approved 'independent university laboratory, unless otherwise provided in the Department ' s written approval. It shall be a violation ' of this Certification to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required ' by such plan. 4 . The facility served by the System and the System itself shall be open to inspection and sampling by the ' Department and the local approving authority at all reasonable times. 5 . The Department and/or the local approving authority may ' require the owner or operator of the System to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety, ' welfare and the environment. 6 . The owner or operator shall provide written notice of this Certification, prior to the signing of a purchase and sale agreement for the facility served by the ' System or any portion thereof, to any new owner or operator. 7 . The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. ' Accordingly, no new System shall be constructed, and no System shall be upgraded or expanded, except as provided for in 310 CMR 15 . 004 (i.e. if it is feasible ' to connect the facility to a sanitary sewer, a variance as provided for in 310 CMR 15 . 004 (4) (b) must be obtained for use of the System) . ' 8 . Design and installation shall be in strict conformance . with the company' s DEP approved plans and specifications, 310 CMR 15. 000 and this Certification. 1 III. Special Conditions applicable to the -System Owner/Operator ' 1. The System is certified in connection with 'the discharge of sanitary wastewater only. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. 2 . If the System will be a shared system as defined by ' 15 . 002, or a part thereof, the financial assurance requirements for shared systems as may be required pursuant to 15 .290 (2) shall apply. ' 3 . Maintenance', agreement : i. Throughout its life, the System shall be under a maintenance agreement. No maintenance agreement Ruck General Use Certification Page: 4 ' sh all be for less than two years. ii. No System shall be used until a maintenance ' agreement and contingency plan are approved by the Department and the local approving authority which: ' - provides for the contracting of a person or firm competent in providing services consistent with the Systeni' s specifications and the operation and ' maintenance requirements specified by the design engineer and any specified by the Department; contains procedures for notification to the ' Department and the local board of health within 24 hours of ..a System failure or alarm event and for corrective measures to be taken immediately. ' - provides the name of the Massachusetts certified operator or operators that will operate the system in accordance with Massachusetts regulations 257 ' CMR 2 : 00. 4 . The owner/operator of the System shall at all times properly operate and maintain the System in accordance with the Department approved plan. ' 5 . The owner/operator shall furnish the Department within a reasonable time any information which the Department may request to determine whether cause exists for ' modifying, revoking, reissuing or terminating this Certification or to determine whether the Company and/or the owner/ operator is complying with the terms ' and conditions of this Certification and .310 CMR 15 . 000. 6. Influent and effluent from the system shall be ' monitored quarterly. At a minimum the following parameters shall be monitored: pH, BOD5, TSS, TKN, NO3- N, and ammonia. If at any time the total effluent ' Nitrogen is higher than 19 mg/l, the system shall be monitored weekly for the next four weeks. Each time the System is monitored, the water meter reading also shall be recorded. All monitoring data shall be submitted to the Department by January 31 of each year. The monitoring may be- incorporated into the maintenance program. IV. Special Conditions applicable to the Company The Compare annually shall y y submit to the Department, by January 3.1 of each year, a report, signed by a corporate officer, general partner or Company owner, stating, for the previous calendar year, the number of units sold for use in Massachusetts. The list shall ' include at 'a minimum the location of each System, owner' s name and address, the type of use (e.g. residential, commercial, school, etc. ) and the design Ruck General Use Certification Page: 5 ' flow; all known failures, malfunctions, and corrective actions taken and the location of each such event. ' 2 . The Company shall notify the Director of the Division of Water Pollution Control at least thirty (30) days -in advance of the proposed transfer of ownership of the technology for which this Certification is issued. The ' notice shall include the name and address of the new owner, the date of transfer, and the respective responsibilities of the parties relative to the System. ' All provisions of this Certification applicable to the Company shall be applicable to the successors and assigns of the Company. ' 3 . The Company shall furnish the Department within a reasonable time any information which the Department requests to determine whether cause exists for modifying, revoking, reissuing or terminating this Certification or to determine whether the Company and/or any owner/ operator is complying with the terms ' and conditions of this Certification and 310 CMR 15 . 000 . 4 . The Company shall provide any purchaser of the System ' with a copy of this '- Certification prior to sale of the System. In any contract for distribution and/or sale of the System, the Company shall require the distributor ' or seller to provide the purchaser of the System, prior to any sale of the System, with a copy of this Certification. ' 5 . If the Company wishes to use a System installs-' under this Certification as a piloting or provisional use demonstration site, the Company shall submit to the Department the following: ' * a copy of the complete application submitted to the local approving authority, * the written approval of the local approving ' authority, and * a notice that the Company wishes to use this 'site as a demonstration site for their piloting or ' provisional use application. 6 . If the Company wishes to continue this Certification after its expiration date, the Company shall apply for ' and obtain a renewal of this Certification. The Company shall submit a renewal application at least 180 days before the expiration date of this . Certification, unless written permission for a later date has been ' granted in writing by the Department. Ruck General Use Certification Page: 6 V. Reporting ' All notices and documents required to be submitted to the' Department by this Certification shall be submitted to: ' Director, Division of Water Pollution Control Department 'of Environmental Protection ' One Winter Street - 8th floor Boston, Massachusetts 02108 VI. Rights of the Department 9 p ' The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non- compliance with the terms of this Certification, non-payment of the annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose i fully all relevant facts or any change n or discovery of ' conditions that would constitute grounds for discontinuance of the Certification,-.or'- as necessary for the protection of public health, safety, welfare or the • environment, and as authorized by applicable law. The Department reserves its ' rights to take any enforcement action authorized by law with respect to this Certification and/or the System against the owner or operator of the System and/ or the Company. 1 VII. Expiration date ' Notwithstanding XP the expiration date of this Certification, any System sold and installed prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this Certification (as it may be modified) and 310 CM 15 . 000, may remain in use unless ' the Department, the local approval authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. VIII. Right of Appeal ' . This Certification is an action of the Department. Any person aggrieved by this action may request an adjudicatory ' hearing. A request for a hearing must be made in writing and postmarked- within thirty (3 0) days of the date of issuance of this Certification. Under 310 Cm 1. 01 (6) (b) ,- ' the request must state clearly and concisely the facts which are the grounds 'for the request, and the relief sought. The hearing request along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred Ruck General Use Certification Page: 7 ' dollars ($100 . 00) must be mailed to: ' Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 ' Boston, MA 02211 The request will be -dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town (or municipal agency) , county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. -The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A ' person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial ' hardship. 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 r �_ 1 1 1 1 � 9 M 1 1 1 1 A 1 1 ' Executive Office of Environmental Affairs Department of Environmental Protection ' William F.Weld Trudy Coxe Gtamma seamy ' Argeo Paul Celluccl David B.Struhs LL Gmemor C mniuw wr ' November 9, 1995 Mr. Michael B. McGrath, President ' Innovative RUCK Systems, Inc. 200 Main Street, Room 201 Falmouth, MA 02540 Re: RUCK System ' Dear Mr. McGrath: As a response to your letter dated July 31, 1995, the ' Department would like to clarify the following with regards to the General Use Certification of the Ruck System: ' 1 . The RUCK system shall be used with septic tanks that meet the following criteria: minimum effective liquid capacity of 200t of the design flow or a minimum detention time of 48 ' hours, whichever is greater; in no case shall the effective liquid capacity of the tank as measured below the outlet invert elevation be less than 1, 000 gallons. At least two 20 ' inch manholes shall be provided for 1, 000 gallon septic tanks, larger tanks shall be equipped with at least three 20 inch manholes . ' 2 . The system shall be monitored at the following points : effluent from the blackwater septic tank, greywater influent to the greywater septic tank and at the distribution box. The System shall be monitored quarterly, for pH, BOD5, TSS, TKN, NO3-N, and ammonia. Testing of the system shall ' commence six months after the system is put into operation. After four successful sampling events, at the request of the owner/operator, the local approving authority may reduce or ' eliminate the monitoring requirements. 3 . The top of all system components, including the septic ' tanks, the RUCK system, distribution box and soil absorption system can be installed with no more than 6 feet of cover below finish grade. If the soil absorption system is ' installed with more than 6 feet of cover, venting shall be provided. One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500 t �� Pnnted on Receded Psoer 2 Should you have any questions regarding this matter, please contact Christos Dimisioris of my staff at (617) 292-5912 . Sincerely, J J. iggins, i ector ision%,of Water"Pollution Control ' CD/RUCK.LTR s' 1 1 1 r 1 1 1 1 1 � a 1 r � � t L � � � i y I � I 1 I 1 f I 1 Reprinted from the.iournai0(Enuimnmrnta'"'taty Vol.ZI.no.4.October-December 1992.Copyright© 1992.ASA.CSSA.SSSA 677 South Segoe Road.Manisa&Wt 53711 USA Wastewater Renovation in Buried and Recirculating Sand Filters ' A.J. Gold,' B.E. Lamb, G.W. Loomis, J.R. Boyd, VJ. Cabeffi, and C.G. McKiel ABSTRACT that sand filters can be a useful component in systems A replicated.multiyear field study was conducted to assess the re- that rely on nitrification followed by denitrification to ' duction of N,P and microbial indicators by a recirculating sand filterremove N from wastewater (I.aak et al., 1981; Lamb (RSF) and a buried multilayer sand filter patterned after the RUCK et al., 1990). The Iong—tern ability of sand filters to filter.The RSFs received 38 L m-'d-'of septic tank effluent,while permanently remove N, P, and indicators of microbial ' the buried sand filters were loaded at 76 L m-'d-'.The RSFs had pathogens is not as well documented. significantly greater reductions of N and P(21 and 31%,respectively) Recirculating free-access sand filters and buried than the buried filters(8 and 1450,respectively);however,N reduction multilayer filters are two designs that have been widely was no,signiicandy different per unit area.The lower daily loading used for on-site treatment in the USA. The RSF typ- ' rate and even distribution of effluent on the recirculating filters may icaily recirculates wastewater four to five times through have contributed to the elevated P reductions noted.Total Kjcidabl the sand filter media before it is discharged (Hines N (TKN) reductions in the RSFs were markedly lower during the and Favreau, 1975; USEPA, 1980). Most RSF's are ' cold season(sft)'C) than the warm season.In contrast.TKN reduc- not buried and effluent is often sprayed onto the media tions in the buried sand filters were relatively constant.except during surface. Because of maintenance,mechanical and aes- the coldest periods of winter. Substantial TKN reductions occurred thetic considerations associated with the RSF's, there under acidic conditions. During warm weather sampling, both types is continued interest in the use of gravity fed, buried ' of filters dramatically reduced levels of fecal coliform, entervcocci. sand filters. and F male-specific bacteriophage.During cold conditions.the buried . Buried sand filters require careful design to ensure sand filters produced greater reductions of red cofiforms and enter- aerobic conditions. Maintaining well-aerated media is ococci levels, while neither fitter consistently reduced the iereis of particularly challenging if buried filters discharge di- Clostridium perfringens or F phage.Increased reductions in fecal coi- rectly to the soil from an underdrain outlet pipe (Laak iform. enterococci and F phage were associated with lower cMuent et al-' 1981) or are located in slowly permeable soils pH for both sand filters. (Kristiansen, 1981a). Leask (1991) has developed a ' buried filter, called a RUCK filter, equipped with aer- ation tubes and percolation indrains designed to pro- N-srrE DISPOSAL of household wastewater is a mote an aerobic environment throughout the filter. O ' Assessing the long-term attenuation capacity of sand potential threat to public health and environ-mental quality. The use of a septic tank followed by filters requires analysis of"mature" filters over a range a soil absorption system can markedly reduce the con- of climatic conditions. Over time, sand filters develop . cenirations of many contaminants before they reach complex microbial ecosystems as a result of interac- the groundwater, provided that appropriate site and tions between the media and the wastewater effluent ' soiI characteristics exist (Cogger, 1989; Reneau et al., (Pell et al., 1990). During the initial 6 to 12 months 1989). In situations.where soil conditions may impede of use. nutrient retention can occur in sand filters ' wastewater treatment (Kristiansen, 1981a; Pell and through mechanisms such as adsorption to soil parti- 1989a or where the surrounding environ- else or incorporation into Iiving biomass or dead or- Nyberg, ) g 1981a; Pell and Nyberg, ment is highly susceptible to wastewater contami- 198gan9 matter al., 90). nants. such as sites adjacent to estuaries or overiving 1989a;-PEiI et al., 1990). These mechanisms appear highly permeable aquifers (I.aak ct al., 1981; Iamb to only be temporary or finite removal mechanisms, ' however. Temperature has been shown to influence et al., 1990), sand filters have been used to enhance both nitrification wastewater treatment. Sand filters typically receive fication (Kristiansen, 1981b) and attenuation septic tank effluent and discharge effluent to either the of microbial contaminants (Reneau et al., 1989), which ' suggests the need for field investigations to comple- soiI directly below the filter media, to a spatially sep- arate conventional soil absorption system, or to stir- ment laboratory studies. The purpose of this study was to compare the long- face water following disinfection. term performance of mature RSF's and buried single- Sand filters are designed to provide an unsaturated,aerobic environment for wastewater treatment. Pre- pass sand filters for the removal of N, P and microbial vious research has demonstrated that sand filters can indicators.A replicated multiyear field study was con- dramatically lower biochemical oxygen demand (BOD) ducted to permit seasonal analyses and statistical com- and suspended solids (Hines and Favreau, 1975; Ef- parisons between systems. fort ct al., 1985; Soltman, 1990) as well as nitrify much of the N in septic tank effluent (Loudon et ail., MATERIALS AND METHODS 1985; Pell and Nyberg, 1989b; Lamb et al., 1990). Site Location and Design ' Thcsc observations suggest that the use of sand filters can improve the long-term infiltration capacities of The buried filters and RSF's were the aerobic compo• soil absorption systems (Sicgrist and Boyle, 1987) and nents of two different N removal on-site sewage disposal systems in a ficid laboratory at the Univ. of Rhode Island :Jcp. of Natural Resources Science, Univ. of Rhode island. Lamb ct ail., 1987; Lamb ct al., 1990). Tbrrc x0cates Kincston. RI 02881. Received 6 Aug. 1991. 'Corresponding au. were constructed of each type of system, with the dimcn- thur. Abbreviations:TKN. total Kjeidahi nrtro¢cn: BOD. broeremrca ' Published in J. Environ. Ouai. (19921 _^ oxygen demand: RSF, recirculating sand filter. n GOLD ET AL: WASTE-WATER RENOVATION IN SAND FILTERS ' •• ins of each re Neste a roximatel one-fifth scale of a proximately 155 to 195 L rn-' d-I with a forward flow o: su P PP Y system servicing a home with an average of 3.5 people. septic tank effluent through the system of 38 L in-' d''. ' Each replicate received approximately 115 L of wastewater per clay, with the wastewater passing through a series of Sampling Schedule septic tanks/dosing tanks prior to entering the filters. The Septic tank and sand filter effluent samples were taker characteristics of the wastewater entering the filtering units P ' is shown in Table 1. concurrently on a triweekly basis from April 1987 to De- cember 1988 and on a monthly/bimonthly basis from Jan- Buried Sand Filters uary 1989 to May 1990. Samples were not analyzed for ai: parameters on every sampling date. Phosphorus was an-- "Me buried filters were modeled after designs established lyzed only from February 1989 to May 1990: microbial for the RUCK filters(Lack et al., 1981, Laak. 1982; Laak. parameters in March 1989,August 1989 and Fcbniarv, 1990. 1085, personal communication). Each filter was 1.22 m by and 5-d biochemical oxygen demand (BODs) on seiec:ec 1.22 in by 1.22 to deep, and was capped with a 1.25-cm samples during the course of the study.The filters had beer. ' wood cover and buried approximately 15 = below the in continuous operation since June 1986, 10 months price ground surface. Thc filters were comprised of alternating to the beginning of this study. 25-cm layers of granitic sand(effective diam. of 0.25 mm, uniformity coefficient of 4.0) and 5- to 10-ctn layers of Chemical Analyses ' washed stone (2-5 cm). The total volume of sand media in each filter was 1.05 m-1. Percolation indrains were located Samples were analvzed for temperature, pH, alkalinity in the upper two sand lavers and aeration tubes, connected and BODs upon collection-(USEPA, 1983). After preser- to surface vents,were placed in each stone layer to decrease vation, sarnpies were later analyzed for. TKN (total Kiei the likelihood of filter clogging or the development of an. dahl N) and total P by the block digester method (Eason. ' aerobic conditions. 1978; USEPA, 1983) with subsequent ammonium-N de- Septic tank effluent was pressure dosed to a distribution terminations by the colorimetric salicylate-hypochlorite box up-gradient from each filter 12 times per day (every method (Bower and Holm-Hansen, 1980) and orthophos- other hour) in equal increments. From the distribution boxes. phorus determinations by an ascorbic acid method(Alckern ' effluent flowed by gravity through each filter. Each filter Corp. 1986); and nitrate-N and nitrite-N (NO3"N T received septic tank effluent at a hydraulic loading rate of NO_-N) by automated Cd reduction (Technicon Industriai approximately 76.L m d-'. Systems, 1973; Lambert and Oviatt, 1986:Alpkcm Corp.. 1986). In this paper, NO;-N and NOi-N concentrations ' Recirculating Sand Filters are combined and reported as NO;-N. The RSF's were designed according to specifications of Microbial Analyses ' the USEPA (1980) and Loudon et al. (1985). Each filter was 1.22 in by 2.44 m by I.= m deep and was surface All microbial assays were performed by membrane fil- exposed. A single type of granitic sand media (effective oration within 8 h of sample collection as follows: fec�: diam. of 1.0 mm. uniformity coefficient of 3.0) was used coliforms by the mTEC method (Dufour et al.. 1981; Ca- in the filters. The total volume of sand media in each filter belli et al.. 1982); enterococci by the modified mE:ncthoo ' was 2.82 m'. Thc recirculation tank associated with each (Levin et al.. 1975; Dufour, 1980); C pu7ringe= by the filter was a 1136-L (300 gal) polyethylene tank. mCP method (Bisson and Cabelli. 1979); and F male-spe- cific tank effluent was pressure dosed to the recircu- lation cifrc bacteriophage by the method described by Debarto- lation tank component of each filter 12 times per day in lomeis (1988). Levels of enterococci bacteria were measures ' equal increments. A pump in the recirculation tank pumped because they have better survival rates and correlation to effluent to a distribution manifold situated on top of each swimming associated illness in marine waters than fees+ sand filter once every hour from 8.00 a.m. to 8.00 p.m. coliform (Cabelli et al., 1983; Cabelli, 1983); C. pernir.- After passing through the filter, effluent either returned to ge=_was. used as a "conservative" tracer because it pro- the recirculation tank or discharged to the rest of the system duos environmentally resistant endospores, and the p male- depending on the water level in the recirculation tank. The specific bacteriophages were enumerated as'a simulant .or filter was designed with a recirculation ratio of 4:1 to 5:1; the environmental behavior of the Norwalk virus (Keswick each filter repiicate received a daily hydraulic load of ap- et al., 1985). ' Statistical Analyses Table 1.Aver 2,e chemical composition of sand filter influent. Treatments were compared for total N removal and total ' Mean = SEt P removal by a repeated measure analysis of variance. Parameter (°)# Treatment comparisons were made over the entire -, study PH 73 = 0.03 period and for warm (>10 °C) and cold (1 10 °C) season (39) performance. The Wilcoxon Rank-Sum test(Bhattacharvya ' Alkalinity, mg L-' CsCO, 230.9 = 4.00 and Johnson, 1977)was used to compare both the reduction (38) of microbial indicators between treatments and the seasonai -mg L - total N removal and total P removal within each treatment. TOC .47.S = 13.65 ' (4) RESULTS AND DISCUSSION 130D, 9L1 = 1033 (19) Operation and Maintenance tvo;44 0.04 - 0.00 (39) There were no periods of prolonged ponding on any ' Total N 52.0 = !21 of the filters throughout the 3-yr study, although the (39) Total r 3.7 = 0.18 recirculating filters occasionally experienced ponding (12) for brief periods immediately after dosing. yo main- ' -st; = �tanuaru urror.-- _ ,umber of sarnmes. tenance was ever performed on the buried sand filters. Table Z. Percentage of total N removal and total P removal 90' in recirculating (RSF) and buried sand rilters. I. •.• r__:•." Total N Total P ' removal removal i • • • Time period Mean (a) Mean (a) 60� f • • • ' •- 50- • I % �'~y • • of • ' Annual �? Recirculating filter 20.4 (117) 31.9 (35) tOJ • • •• •• •• • • Buried filter -8.4 (til) 0.9. (34) •. exam, • • • Statistical diffcrencet •• •• .30—•'ate • • ' . .M I �.Warm season (temp. >10 C) 20i •.r Recirculating filter 20.0 (49) 33.4 (17) 4 !••a•• a. ! . • ; Buried filter ti.4 (btL) 03 (17) toga ;.* •� Slaustical difference •• •• ; •• `°'`� A... t Cold season(temp. S 10'C) o ' Recirculatingfilter 211 (48) 30.5 (13) ;SAY Nov t:AY tuai '�T' "�;,90 .98' t988 '989 Buried filter 113 (45) 1.4 (17) Statistical difference as on frig. I.Concentrations of N in wastewater influent and cfnuc: from reeircutating sand filters. Virtually all the TK'N ••Significant differences observed.P< 0.01. efnuent was Nil;—N. t Results of a repeated measures ANOVA between treatments within a given time period. 90-1 •.. -NILUEN ' eo r E"LUEN In contrast the RSFs required raking and weeding ._. EFFLUENT '" during each growing season and periodic maintenance 10 ' during the winter to avoid icing of the orifices and r ' filter. Routine maintenance is expected with RSFs 60 H •'•% �.� (USEFA, 1980) and was not considered as a failure so„ • / L„ ,•� ,� of the system. • 40 pie of Nitrogen ]0 '.� •.. i• � Thc removal of N from a wastestrcam has been 20 !•. • ,'' .. ' shown to occur in essenttally aerobic environments, t0�• • ,! � je '&:'w ' ''• ..•�• ►•• such as sand filters (Otis et al., 1975; Loudon et al., 1985: Hanaki et al., 1990). In this study, the propor- 01 UAY NOV UAY Nov UAY NOV' INLAY tion of N removed in the two types of sand filters was 1987 1988 .1989 significantly different (P < 0.01) with a mean re- Fig-Z Concentrations of N in wastewater influent and cMuer moval for the 3-yr study period of 20.4% for the RSF's from buried sand filters. Virtually all the TIiN in cmucr. and 8.4% for the buried single-pass filters (Table 2). was NH:-,w- ' The RSFs were twice the size of the buried sand - filters and N removal was not significantly different per unit''area. The average daily N removal was 433 compared to influent concentrations of - mg 1--' mg m-2 d-' and 369 mg m-2 d-' for the recirculating The NO;-N was the dominant form of N in sand fiitc and buried sand filters, respectiveiy. No apparent sea- effluent and constituted an average of 65.7 and 71.1; sonal pattern of N removal was observed in the RSFs. of the sand filter effluent total N for the :ecircuiatin: Removal was significantly (P < 0.01) higher in the and buried sand filters, respectively (Fig. 1, 2). ' buried sand filters during the cold season than in the Because other wastewater treatment studies hav warm season. Throughout the study, both filter de- indicated that nitrification, and hence reduction of i 1tiN signs maintained some degree of aerobic treatment decreases with decreasing temperatures below 10 << with BOD, concentrations of less than 5 mg L-' in 15 °C (Wild ct al., 1971; Haug and McCarty, 1972 filter effluent. Kristiansen, 1981b), reduction of TKN in this stud: Given the extended length of the study, losses of N'. was also assessed on a seasonal basis (warm scaoo: from the sand filter wastestrcam were presumed to• > 10 *C. cold:season s 10 °C). Although warm sees ' result from nitrification followed by denitrification, son TKN reductions were significantly higher (P rather than from microbial immobilization. Although 0.01) than cold season reductions for both treatments designed to function as aerobic environments for n1- seasonal differences were quite pronounced for the 56.9 trificafion, sand filters can contain anaerobic microcn- RSFs (84.1 = 0.S% (mean = S.E.) vs- ing vironments that provide sites for denitrification. Z4%a, warm vs- cold season respectively). During cac: resulting in the loss of N as N2 gas (Rittman and , winter TKN concentrations in the RSF effluent ap Ungeland, 1985). proachcd influent total N concentrations (Fig. 1). Ir ' Total N in the sand falter influent was almost en- contrast, TKN reductions for the buried sand fittc:• tircly composed of TKN (Table 1). Over the 3-yr study were more constant throughout the year(75.6 - 0•°` TKN was reduced by an average of 73 to 74% to both vs. 71.5 = 1%, warm vs. cold season. :espec:t�cly and the proportion of Ellie: effluent TKN :o ,iitZucn ' sand filter designs with sand falter effluent containing p �f : , to ' ' Wit_ !--I TKN (all as NH;-N) total N rose for very brief periods cacn �intc: Fib GOLD ET AL. WA!,-MvATER RENovA77t3r1 IN SMO FILTERS ' 2). The differences in Seasonal response between the in the recirculating filters and 0.9% (5.7 mg In d two treatments coincides with the extent of exposure in the buried filters. Neither system exhibited signif- ' to surface temperatures; the RSF treatment was at the icant seasonal trends in P removal; however, a wide ground surface, while the buried sand filter treatment range of removal was observed in both filters during was relativeiv insulated by the wood cap and soil ever. the study period. On 5 of the 12 sampling dates, the t Alkalinity and pH dynamics within the sand filters mean concentration. of total P in effluent from the can affect the-transformation of NH;-N to NO j-N- buried sand filters exceeded influent concentrations. Stochiometrically, approximately 7.1 mg L' of This release of F from the filters may have resulted ' HCO;alkalinity as CaCO, is consumed per milligram from microbial dieoff and mineralization of organic liter' NO -N produced (Haug and McGarry, 197Z; films*or from desorption from the filter media (Saud Piluk and Hao, 1989). Once the alkalinity of the Sys- and Boyle, 1978). tern is depleted, the filter environment becomes acidic The comparatively higher P attenuation observed in ' (pH < 4.2) which can reduce transformation rates. In the RSFs may reflect the lower loading rate of septic this study TKN.was routinely transformed to NO;-N tank effluent (38 L'm-zd-') compared to the buried under acidic conditions. The sand filter effluent in the filters (76 L m-2d'1) and the increased opportunities ' buried filters was acidic on most sampling dates for wastewater interaction with the system due to the throughout the year, while acidic effluent conditions multiple exposures inherent in the recirculating filter were generally restricted to the warm season sampling design. Differences in P removal between the two types dates in the.RSF systems. During these periods, TKN of filters may also be associated with the manner of ' reduction ranged from 56 to 83% in the buried filters wastewater distribution to the filter surfaces. Waste- and 71 to 96% in the RSF systems. The reductions in water was evenly distributed onto the RSFs as a result TKN observed in this study were comparable to the of preswre dosing through evenly spaced orifices,while results of other sand filter studies under a wide range the buried sand filters were gravity fed, treating the ' of pH and alkalinity conditions (Otis et al., 1975; potential for zones of varying infiltration (Pell at al., Sauer and Boyle, 1978; Kristiansen, 1981b; Laak at 1990). Uneven distribution has been shown to pro- al., 1981; Loudon at al., 1985; Pell and Nyberg, mote preferential flow and decrease the potential for ' 1989a,b,- Piluk=and Hao, 1989; Windisch, 1990; Lamb P removal (Reneau et al., 1989). The media used in et al.. 1990). In these sand filter studies TKN was all the sand filters was processed from the same gran- reduced by 50 to 100% with no clear relationship to itic bedrock, therefore, the mineralogy and potentiai the alkalinity or pH of the.sand filter effluent. for P adsorption of all filter media was similar. ' The sand filters in this study were in continuous use Phosphorus for 2.6 yr before the P study began and are therefore representative of mature systems. Other studies have ' The two sand filter designs differed significantly (P found that substantial P attenuation can occur in sand < 0.01) with regard to P removal (Table 2). The RSFs filters during art initial start up period (6 mon=' yr) consistently removed more P than the buried filters from adsorption or precipitation on media surfaces with mean rnnuaI removals of 31.9%(49.3 mg m-2d-') (Sauer and Boyle, 1978; Anderson at al., 1985) or Table 3. Mean concentrations (CFU1100 tnL) of fed coliforms, C peWfigew-enterococei,and F phage (PFU1100 mL) in sand ' filter wastewater. _ Warm season Cold season 23 Aug. 1999 9 Mar. 1989 16 Mar. 1999 9 Feb. 1990 ' Buried SFt RSF Buried SF RSF Burned SF RSF Buried SF RSF Mean SF effluent 22.0 22.0 3.0 3.0 7.0 7.0 4.0 . 4.0 Temp.CC) ' Mean SF effluent 3.5 3.0 62 7.4 6S 7.4 39 7.3 pH . Fecal coliforms Influent 1.6 x 103 1.7x 10' 3.9 x 10' 3.5 x 10' 22x UP 25 x 10' 33 x 10' 3.0 x IQ' Effluent 1.5 x 100 3.1 x IV 19 x 103 5.4 x HP 33 x 10' 4.0 x UP 1.4 x 10' 6.1 x 10' Log„reduction 5.03 4.74 3310 1.810 3.82• 1.806 4.37• 1.69 Enterococci Influent 3.4 x 104 3.1 x 10' 3.0 x 104 2.9 x IV 6S x 100 7.4 x 104 65 x 10' 6.2 x 10% Effluent <1 <1 1.6 x 100 65 x 10' 29 x IM 92 x IW 93 x 10' 1.1 x 10' ' Log,,reduction 4.53 4A9 4270 1.630 4359 1910 4.840 2.759 C perfringew Influent 43 x 103 4.7 x I0' 1.7 x IV 13 x IV 1.0.x IV 12 x 104 95 x UY 9.0 x 10' Effluent Z: x 10• 25 x 10' 3.1 x 10' 3.7 x 10' 1.7 x lot 2.7 x 10' 7-7 x 10' 55 x 10, ' Log,.reduction 3.299 2270 1.74 155 1.77 1.6S 2550 1.210 Inh2C fluent 1.8 x IV 2� x 104 >104 >IM 3.7 x 10' 3.5x 10' 3.9 x 10' 41 x UP Effluent <1 <1 <i0' <101, 3.0 x 10' L7 x 10' ' Log„reduction CU. 430 >7-0 >7-0 2.09 231 558• 1.93 'Treatment reauctton of oreanww sienificantiv different (P < 0.05) for the date spelled based on the Wtico:on Rank Sum Tat. •SF = sana Ater. F.SF = recirculating sand filter. f 6 • I • F PMAM BURIED 5 • C PERFRINGE & SURIm ' CI • F. CMJMM: BURIED Z 00 • EMtE o=cct:BURIED O 4 U • F PHAM RSF ' O . • C PERFRINGENS: RSF W 3 o F. CMJMRY: RSF Q: O o DMOCOCCB RSF O A o O O Z. o J AA 0 0 t • 0 pH Fig.1. Reductions of microbial indicators vs. effluent pH in buried and recirculating(RSF) sand fitters. ' to the microbial biomass and or- On the cold season sampling . from incorporation to ling dates, the feal coliforr P ganic matter that develops within the filters (Pell et levels in both the recirculating and buried sand filtc. ' al., 1990). Gold and Loomis (1989) assessed total P exceeded the Rhode Island drinking water standarc removals of the buried and recirculating filters during (RIDEM, 1990),while the USEPA(1986)enterococc: the 1st yr of filter operation at the Univ. of Rhode guidelines for recreational waters were achieved oniv ' Island field laboratory. In this earlier study; be pro- with buried filters. portion of P removed from the wastestream was sig- Increased reductions in fecal coliform, enterocecc: nificantly higher (P < 0.01) than the Iong-term rates and F phage levels were associated with Iower effluen, reported in Table Z, with removals averaging 75% for PH for both sand filter treatments (Fig. 3). Reddy C, ' the RSFs and 24% for the buried filters during the al. (1981) and Reneau et al. (1989) observed that an 1st yr of operation. acidic environment and warm temperatures an en- hance the reduction of bacterial indicators, such as ' Microbial indicators fecal coliforms and enterococci. Acidic conditions may also have enhanced removal of the F phage,since !ow Both types of sand filters substantially reduced the pH has been found to be an important factor in ad numbers of the microbial indicators in septic tank ef- sorption of viruses to the soil matrix (Bition, 1980: ' fluent on all sampling dates (Table 3). The reductions Burge and Enkiri, 1978; Bitton et al., 1976). Because in the enterococci, fecal coliform and F phage levels low pf-Fwas always associated with high transform, a- with both falter types generally were much greater dur- tions of TKN in both sand falter designs. low pH sug- ing the summer than the winter sampling, resulting in gests elevated activity by aerobic microorganisms. ' summer effluent levels approaching the sensitivity of Biodegradation within the aerobic microbial ecosys- the :assays. The reductions in the C perfiingens levels terns of the filters could have contributed to the mi- crobialwere less than those for the other indicators, but this attenuation observed at low pH (Reneau et al.. ' Sind; low effluent pH occurred for longer pe- was not unexpected since C perfringens produces a 1989). resistant cndospore. During summer sampling, mean riods in the buried sand filters than in.the RSF's, the concentrations of fetal coliforms in effluent from both buried sand filters may be expected to generate more filters approached drinking water standards (RIDEM, consistent removal of microbial indicators throughout ' 1990), and the concentrations of enterococci in both the year. In addition, the buried sand falters had finer. effluents were well below the USEPA guidelines for more poorly sorted media than the RSFs and should marine recreational waters(USEPA, 1986). The marked have had a higher capacity for removing organisms ' reductions in the F phage levels were of particular by physical straining or filtration (Hagedom et al., interest- since this virus. like the Norwalk virus. is 1981). extremely resistant to wastewater chlorination (Kcs- ' wick ct al., 1985). The reductions in the feral coliform and enteracocci ACKNOWLEDGMENTS levels were significantly greater with the buried sand This research was partially sponsored by NOAA Office filters than with the RSFs on all the sampling dates of Sea Grant, U.S. Department of Commerce under Grant during the cold season. Significant differences be- no. NA85-AADSG094. 'The U.S. Government is author- twcen the two types of falters for C. perfringens and ized to produce and distribute reprints for governmental the F phage were observed on only one of the three purposes notwithstanding any copyright notation that may void weather samoiine dates. when the pH in the cf- appear hereon. Contribution no. 2778 of the Rhode Island ' -!s :,cm ,hc ^uri:^ Filtc.s rcac^cd a mcn n of .9. Acriculturai E�cperimcnt Station. The :sc of ate :cc :-+ GOLD ET AL: WASTEWATER RENOVATION IN SAND F112M- - '- drains in this studv does not constitute or imply an endorse- sewage dispoSid p. l-S.In J.A. Ross(ed.)Small Flows. Vc P Y 5. no: Z National Small Flows Clearinghouse. West Virgir mcnt tnr the authors. Univ..Morgantown, WV, Leak.R»M.A.Patsm.and R. Costello. 1991.Denitrifcation REFERENCES blackwater with gteywater. J. Environ. Fag. Div. (ASCU Andersnn. D.L. R.L. Siegrist and R.J. Otis. 1985. Technology 107:581-590. assessment of intermittent sand filters. USQ'A•Municipal Ea- Lamb. BX_A.J.Goid.'G.W. Loomis.and CO.McKie!. 19K" vises. Res. lab. Cincinnati. OH. pEvaluation of nitrogen removal systems for on-site sewage di. Alpkem Corporation. 1986.Operator's manual and methodologies �, P. 151-160. In J.R. Harris at al. (ed.) Proc. On-Si for the RFA-300 Clackamas, OR.Alpkem Corp.. Clacka OR. Wastewater Treatment Symp..Chicago 14-15 December.ASAI Bhatwcharyya. G.K.. and R.A. Johnson. 1977. Statistical con. SL J . MI. h cepts and methods.John Wiley&Sons. New York. Lamb. AJ. Gold. G.W. Lmmis and GG. McKiel. 199": ' Bisson. J.W.. and VJ. Cabelli. 1979. 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Can.J. climate performance of recirculating sand filters. p. 333 ' Fish. to met. Sci. r determining :794-798. In C.E.Beer at al.(ed.)Proc. On-Sue Waste Water Treatme: Burge. W.D..and N.K.Enkiri. 1978.Adsorption kinetics of bac- Symp.. Near Orleans. I�►. 10-i 1 Dec. 1984. ASAE. St. Jc tenophage tbX-174 on soil.J. Environ. Dual. 7:536-541. is, R MI. Cabelli, VJ. 1983. Health effects criteria for marine recreational Otis, RJ.. W.C. Boyle. and D.K Sauer. 1975. The performanc waters. EPA 600/1-80-031. Health Effbcts Res. Lab. USEPA. of household wastewater treatment units under field condition. ' Gncinsati. OH. p..191 ZOl.In J.W.D. Robbins at 2L Dix 1974.ASAE SL S°scpr Cabeili.VJ..F.T.Brezenski,and D.Pederson. 19M Inaccuracy Disposal Di� �" g°' of the preincubation modified mFc method for estimating fed coliform densities in marine waters. J. Water Pollut. Control. s pe!!, M.. and F. 1989a. Infiltration of wastewater in = Fed. 54:1237-1240. newly started pilot sand•filter system: 1. Reduction of organ:. Cabelli.VJ..A.P.Dufour.L.J.McCabe,and M.A.Lavin. 1983. matter and phosphorus.J.Environ. Oual. 18:451-457. A marine recreational water quality criterion consistent with Pell. M.. and F. Nyberg. 1989b. Infiltration of wastewater in indicator concepts and risk analysis. J. Water Pollut. Control newly started pilot sand-filter system: III..Transformation c ' Fed. 55.1306-1314. nitrogen.J. Fuviron. Oual. 18:463-467. Pell M. F.N and Hans un 1990.Microbial nurr Cogger. C.G. 1989. On-site septic systems: The risk of ground- •' Yb 4 ggten. water contamination. J. Environ. Health 51:12-16. bees and atxmry during anfiIttation of septic tank effluent in subsurface sand fdta. Water Res.24:1347-1354. Debanolomeis. J. 1988. The enumeration of F-specific bacteria pilule. RJ.. and OJ: Hero. 1989. Evaluation of on-site toast Rhode island, Kinggstonston., (Dias.Abm. 8903059). ' Rhodes from environmental waters. Ph. disc. University of disposal system for nitrogen reduction. J. 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Design manual for Symp.. Chicago. 9-10 Dec. 1974.ASAE.&Joseph.MI. noire wastewater treatment ncmu and deposal systems. EPA Rep. Keswick, D.H.. T.K. Satterwhite. P.G. Johnson. Fl.L DuPont. no.Environmental Gndnn A ncy S.L. Secor. J.A. Bitsura. G.W. Gary, and J.C. Hoff. 1985. U.S.Emnrof ester aProtectiondate Agency'Rep. n Methods for chemical Inactivation of Norwalk vino in drinking water by chlorine. analyse E watt and wastes. EPA Rep. r.. mein an. O rev. I Appl. Environ. Microbioi. 50.261-264. 1983. USEPA Office of Rua.and Develop.. Curdnnati. OH. U.S. Environmental Protection Agency. 1986. BacteriologicalKristiansen• R. 1981 a.Sand filter trenches for purification of Sep- tic tank effluent: 1. The dogging mechanism and soil physical ambient water quality criteria for marine and fresh recreational environment. J. Environ. Oual. 10:353-357. ' waters. PB 86-158.045. Nail. Technical Information Service, Kristiansen. R. 1981b. Sand filter trenches for purification of Springfield.MA. ' septic tank effluent: 11. The fate of nitrogen.J.Environ. Oual. Wild. H.E.. C.N. Sawyer. and T.C. McMahon. 1971. Factors 10:358-361. affecting nitrification kinetics. J. Water Pollut. Control Fed. Laak. R. 1982. A passive denitrification system for on-site Sys- 43:1845-18S4- tems v. 108-115.In G.D. Cole at al. (ad.)Proc. On-Site Sew- Windisch. M.A. 1990. An assessment of the nitrogen removal age Treatment Symp.. Chicago. 14-15 Dec. 1991.ASAE. St. efficiency and performance of RUCK septic systems in the New lusenn. %I1. Jersey Pinelands.New Jersev Pineiands Commission,yew Us- _;;,k. R. !991. RUCK svvem: 'Jenitriftcation process for onsite bon. '41. 1 Ilr 1 1 1 1 1 1 1 r __ � a 1 1 1 1 1 I � M 1 1 1 1 1 1 i ' Appendix 1. The nitrogen cycle (Pinelands- Comprehensive Manage- ment Plan, 1980 ; Dudley et al. , 1989) ' DE„rT_NITIONS. Total nitrogen (,TN) -- total Kleldahl nitrogen g (TKN ) + Nitrate (NO3) + Nitrite (NO2) ' Total Reel nitrogen dahl (TKN = ammonium (NH4+) + g ) - organic nitrogen 1. AMMONIFICATION: The transformation of organic nitrogen to ' ammonia or ammonium. Ammonification can occur in the septic tank . microorganisms ' Organic N ---------------> NE3 and/or NH4 2. NITRIFICATION: The oxidation of ammonia or ammonium to. ' nitrate. Nitrification is a two step aerobic process with nitrite as the intermediate. nitrosococcus ' or + nitrosomonSS NH 4 + 3/20 2 NN--N_NN_> NO2 - + 2H+ + H ZO ' nitrobacter NO2- + 1/202 -- -> NO3- ' 3 . DENITRIFICATION: The reduction of nitrate to nitrogen gas , an inert gas that is abundant in the- atmosphere. 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I . � . i � I I I I I �, � . I I � � I I 1, I 1, " " � �� ' ' .11, ��,�� - .I . ,A,� �.;. 1 .111, "I ' ll '' 1.�� 1 11 11 111 I �1. I 11 I . I I I .1 I I I � I I I I' ll - I I ''. NOTE: DESIGN FLOW = I I I I '' I 11 .1 I : "', � ; 1 11 .1 I I � I - I . I � � I I , �� , .11, I�, I - I � I I _ 1 I I . I I I I I . I I � . I � I I I I ,, '111 I 'll 11 �, . 1, I 11 11 I I' ll . . I I 11 �,��, 11. 1 I I I ,� . � I � � 1 � I I I I I I � � . I I . I I . 1, 11 I �, 11 I I � I � � ;� I I I I I I I � . I � � 11-1 '111'1 �'," ; ,� 1,11 I � �', I I ". I I I - I 100.00 v , -A � 11 I . I I . I I � I I I I � ,_111 �ill �'I �I �I I 1'.1 I �� I ��, "I I � 1 . Ell � I I / - , I" "I I � I � I WV I \* \ I . I I I I � I . ,� I ''. . I 11 I I � I I I I esian rl ena I .1 I ,,��, 7, . , -'_- I I . 1111".11 I �'11 I � I I 11 _V_ � � I � � I I I I I . . I I . - . , , , I I I I � I I I I %Z1 I I � , , , W 43) , I 1� , I ,I . I I � I I . � r .,� , 1 1� 1, I � ,� I I 1�1 I I � I . I I � I � I � : -- I 1. I I I � I 1� ,,N. � _ 1. �,. � I I� I , ''I I I I �. I �. I',, I I I I I I -I . ,, -I � -�_ I � I . I �� . I I I . I � I . I � I I I I I I � I � I .111 , I � 11 , I . ' ' I " � : I I � - I I 11 - , I 1, I I � I I I I j � I - 11 I I I I I I I 11 ,� � . � I � . I 11 ,� I I " " .: '''' � ��, 1 : 11 , ,� . , � 11 - I . � I � T , � " , , , I - I . . ' � ,'�� _ I � 11 F � � � 1 - I � 111 . � 1 I I I I � I I I I I I i I � �, , ,, ,, I "I . � � I I �, I co . I I � , � I I Number of bedrooms: 3 Equivalent to 330 gal.'s/day . 1 � � I I 11 I I � I ., I . 11 � � I I I TEE VENT I , , i " 11 1 .1 e: � I , ,I , � � I . - ��, 11 I I I 11 I I I 11 I I � \ , 11 � . I I I I I I � I - I � I -I t, I I I I I I I 1� I arage isposa LIM . 11 � I . I I �11 � I . 1 .11 - . I 11 11 I I I I "I I I 11 I I . -4" VENT . - I . � � � �, � , � I ''I I I; I . I I I '. ," I I I I I I �, I I I I lip I I I I � I I I I � - I Leaching area - capacity required: 330 goi.'s/day - I - 4 1 1 1 � �, I 1, I'll 11 11 I 11 I . . , PROPOSED HOUSE TO HOUSE � I .. , COVER TO GRADE I I ;� 1,�;,. I 1.I� �I �I;, ,�I ,, � � I . ,�" I .11 � I'll, I I � I I I I- . I 11 Q� I � � 11 I . � � I � I I / " , I . . � , "'�,'I, I r .. . I - I �, ''I I 11 I I I I . 1 . I � I , I I I TOP OF FOUNDATION 1� . I � I I I " � � 1, � I I I Side area proposed: 1 53 sq. ft. I .,I I I I 1, I I I I I I I I I / � I / I I . Bottom area proposed: 314 sq. ft. I I I% I 11 I � I � . . � I I I 1,�_�, %. I !,, I I, 11 � I I I I I . 11 .11 I �I LOT 11 8 ,I I I I I I � I 11 � I I I I = 48.0 1 �4,-i- I , . 'FINISH GRADE OVER THE - I , I I I I I 11 I . � I " .. I " :1 I � - 1 � I ., I 11 �. . I I I I � " I N I I I I I I � 111 . i": I , 1 � � I 11 I r I I - I � � I e I� 11 �_ I I I I 11 X \ I 11�1/\1 I I � - I I Total area proposed: 467 sq. ft. I I I I � 1 1 11 � I ��: ; I 1. I 11 ' I . 1 I I /I /I I � I I �, I ,- I I il I I , . . 11 I I I I � 1� '' '', � " I I % 11� : 1,, � ,, I � i _ : 1 5P702 � S.F. I I � I I �11 % I I I I I . � I I " � I I � I SLOPE - I .. I 4", , ... ... I I . Proposed leaching capacity. 345, gal.'s/day I I I I 1;1, 1. � ,�� I �� I I � I I . I . 11 r � �� I � I i , 1, 1. I �, : '' : �' I � I � I I I �, I � I , � I r) . IN I I -_ Of 0.02 1 1 1 \-SLOPE I -� I /. /I A � I :, '', , ,..- I I I I I I I I 11 � I I I . � I - . I I I - Oni :, Water supply. Town I I I .1 I "I _a �.I " I I I � I I � I , � I I I I � I ''I I I I I � . i I I "� 1, �I I � I .I I I I 1 . I I � � I . " / /I I :�, ,� - " I I I � . I I �: I .1 I I I � I Precast concrete units: H-10 & H-201oading design I � I II � I � I 0 I I . 11 I � � I �. I '' I I � I LLON I i RUCK SAND 11 � I . I I � I I I � � . 11,��,� 1� , �,, I 11, I 11 �. � I � I 1. I - I I - I I;,- � I I I- -1(.0 � I BILACKWATER I I I I I I "I . "I - I 1. 11 11 I . � I . _� ,4,6� I I I I I th I <n I r 0 1 SEPTIC ,TANK LO 0 J FILTER . 11 Dist. box ----/ I I . � -_ I I , C�! - 0 rl- r- _____� � I I I I I I. I . I � I . \ I � . I . . I . . = - I � - I 11 I I I .1 11 I I 11 . I I I � "I 1� . 11 . Z: - I I �t 4 1 _�I N 1-1,�,r'i V) I X s- O�01 i __1 � � . I I � I .I . I I I . I I i -.4- I ;�111'111 11�,. � n �,- , I� " �� , � � ,� , 11 ''I � ''I 1, I I "� � 11 : I , � It 1�1.-;� ��..,..� --�,-,"'._�.., 1q_ . `1_ = 0.01 rr- -_-- , � , .1 I I I I I I I � 11 I I I I � I I I � I � I I�'11114 f, I I I � I I I I I I if I H-10 11 11 1:� I I I I I I - i� �I I I- 11 I I I I- I 1000 GALLON I I 11 I � . I I I I I I 0f �_ I- I- : .� . . �o I _ I � , . , 1. " p" I-EST HO�E INFORA,fA TION Z?)l I I . I I � '' I I - I I . I . ,__'�;,�:..".;;"� I I � I I I I . I I - I A z "�. �I I I I ______\� '*'N'� BOTTOM ELEV. = 37.1 SA XrEl? & N Yf,-'INC' I I,I Lr I I I �I I I 11 I I I I W Cif Of W I 0 UO GRAYWATER 0 CD .0) 0) ..* �,;.," � I > UJ "� CD SEPTIC TANK `t n - - - 0 - ., '. . � .1 I -1 I 11 I � I I . . : I W I I I > I �! I I �! 0) 0i 0i 0i 0i 0i 6 .1 , ,"'" �.,. I I I 1� I 1 I I I I . I I I I I I I . I , I � z z , I I z ro n ,� to V-) V-) to �1 , , . I � � I . .1 � I I I � 31. 1, I I fy I . L.. .1, �.�� ..... .. -.. n �- ,,, � ,0V?C0ZA770N RAZE < 5 �:_I � 11� �� I I "I � I Ir I 11 . �,,� J ., I I I I I I I I � I I � I . . LLJ I � 7 . ...'.... �.:., ,:,� 4, INFILTRATORS WITH 2' OF STONE - I . ... I ,,,,I .' 'I I 1 . , I� I I � -,�N I 11 I I I I . .1 . / . I %. I . I- I I PROFILE 11 if H-20 11 it 11 If 11 . IF', /VO OROUNDWA rER ENCOUNTZI?,ED I I I .i 11, I I � I I � I I � 6" CRUSHED COMPACTED STONE . - - - ON ENDS, 4' ON SIDES & 1' BELOW. I I I - I I I I � , � � I � � Lr) I I I I 9 I I - � I- I- � - " I I 0� W W X Qf I I 'Ir I'll- I I 11 I I - 1 1�6, � I " ,-- SOIL LOG � 11 ' I I I I , I I � . . I I I Ix of I I : , , I 11 I I I . I : � . �4 Not to Scale UJ UJ I �� , � I I ''I I � , I I *-I I I � U I > �� > �� ! �� ,�! - � :, - '�_� 1� �, I- � 1, I I 11 , I I I I I < I z z z z z z z THE CONTRACTOR SHALL EXCAVATE 4' BELOW THE I � I .�', 11 I I I . I I I I _J - - - - - - - DEPTH SOILS ELEV. - I I I'll �111 - I., li I r. I I . I I M . I I I I . I I I � I I I BOTTOM OF THE LEACHING FACILITY TO ENSURE :1 , , ." �, . , , i: 1, I I - I � I I I I I . - , ;:�,�� , � � � , �,, .�, . I 11 . , �. I 11 � I I . I I I I THAT THE SOIL IS MEDIUM SAND WITH A PERCOLA71ON I L I I I � , . , ' I 11 I I : "I I � _; I I � I .1 I .. r I I I , � . . I . I . I I � I � I I I � I ,� �, I 11 � . . I I � I I I I I � I RATE OF 5 MINJINCH OR LESS. 0 . 47.0 1 . � I I 1 I I I 11 I I . I - I � 6" CRUSHED COMPACTED STONE � � I - - , r I I I � I � 11 , . � I I -_ I � I I � I�,�,�, " ,,'� , I I,.� '.1 I I I �, I I I . I I I . I I I I � / / / . . I � � I I I I . I - I I I I - I � LOAMY I . ''I I I " I I I I I . I I FF=48.0 1 1 �w I I ",,, �. � I. 1, . I� 11 .1"I I � I � 191, � I I I . .1 : I - � I r -1 � I � ': : I 11 I 11 I I � I I I I � . 2.0 1 45.0 1 � :1 L ," ,� I � I ,� I I I I 11 . . I . � I I I ; �'.141" �, I I % I I � I I I � I I I I % 1,,' ��'.�I , � 4 I I I � � I I I � I, J I I I I I � I � .1 � � , , , I I I I - �, � 1� � _1 I I I I I 11 I I 1, 11 I , 1000 0AL1 ON I I I I I ALL ACCESS MANHOLE COVERS FOR I . � 11 �_"� ,� I ; 11 � I 1.11 I I 11 � I I � I I � I '' I �-1 � I - I TIC TANK, DISTRIBUTION BOX, 1 -6* 1 1 ! " 11 I . , _;__I � , . I I I ORE'MA/ER I I I I I I 1 8' � I ; �,_, " � el I I "I I I I I I I I - � I I � I 11. I I I I SEP w I � : I I . I , . , -, � . . - I I ., . . . .1,��t� _ ... I I I 11 . I I 1 . . . '', I I - I - I ____ 1 � � - 1 . I 11 I I I I I I . I D HOUSE I I I I 14 '. I I I . I I I I,. I�,� 1 I�. � I T r I I � I I 1, � � I I�I I . _____ 0 I k, I Sf P 77C rANA' . I I I I I I I I - , AND LEACHING STRUCTURE SET MORE , �.� -'LL;,:_��-�� L�'.- ___] � - I � ��' . I ./6 7-) :��i , �_ I -- :Z-��-- --- ---- \ I I r � THAN 6" BELOW FINISHED GRADE, : i I ,�� 1� 1��, I , , �', , ".. , I 11 I - � -�,:I� I rn . I ;. , I I TOP OF FOUNDATION = 48.0 SHALL BE RAISED TO WITHIN 6" OF -2-20" Diameter Access Holes---1_� . ,�� I MEDIUM I I I I I , " I . I .. I I I I � . I I I I . � I '1�� I I I" �1 I � I I I , I . ,. "I I .1 I I Z-1 I 11Z1 I I � CO - I . I I 0 SAND I � I 11 - I � � ;k .% I ,I 1'�,I I � I I" : ,� I I '"'I,. ,.", I I I � I I I I FINISHED GRADE. .1 - I , , I I I r, 11 I'll , I I I 1 4 � I . _.,� . I . I I - I � I I � I I . , I . I 0 1 � I - . I I I , ' ' I , 1; , I , � � � � � � � � , � 1 I � I I I . , I I 1. � . 1 5 1 1 , , /. . 1* 11 I I I I 11 I , 1. - I 11 I I I I I I I � � , � , I I I I � I I I I : I � I . � I I I I ''r I I � � I , I I I r . ''I , � I I ' I I I I � I I I - I I . �. , I � I � I 1000 OALLON I I I . , I INLET - I OUTLET � I � ,�, � , , " , I I , I . - I I I " 1 12' OF 4" PERFORATED PVC ;_ . . �,,_ " I �,�, 1, . I 111 I 1, . . It D. I -_ a- 0.30 � I INSPECTION HOLE-�,\ � ... � I 1, I ", '� I 1 4 8L A OK WA 7ER , ' ", .. I ., .� I � . % ,.f ' ' , ,� , ,, , , I I 11 111 .� ' ' I � . --,--. 6 , I � � 10 C .: 11 .0, . 36.0 1 . I I �', ,, � �,�__, � I . I S'E,'PAC rAIVI( _ _ _ _ _ / I � I � . . ... . . I I I � I ��""' , I i � I I � . I I � I I . I � � / - I - I -4 �?l I I I � 7 1 - , "r,� : I � . I I 1, I I I I I r � � 11 I I �', I 11 11 - IR 11 !() 1000 GALLON � I i i 17:1 - I �- �: �_ I , , , I I " I � ! � � I?UCK PZ 7.rR . ESER VE -,( . I I I I . .., I I � � ,�: I I W I _1 - - -4___F_ 1 1, , .. , 11 I I __ I , � I t ,� I I .� I - � p I I . . I .. I � I . I I 'i .... . I I I I ' ll . r I _. .-.. .. . .1 11.�"; 1 ' 1'1'_� I _ � I� I 1, I � , I 'or X - I I. � ,� I �_ �_---A P�� H-A I .,,L ... 7 I '' I� I I I I � 8 - " I EA I � I GREYWATER . , - '77 1 . I I I I "I I AR Ln u') SEPTIC TANK o . � I 11=. .-. -,=,--77 ,� -7 1_�" :I:i 1%, , 11 I I I � I 1 20'Z 0/V0 �,L-- - I - - /-- � u� � I'* . ,� � .. . 11 - .. � . . - .. . � I b 1, L I I � I I I , (.0 . 16" . I �,, 11'1� I � '. I I I I _ �I � I I, I I I I 1. 29.0 1 1 1 � I I . . I FRAME & COVER � I I '' I I. ':11 I 1 ; 1: 1 I 11 I I I I r I I I -4. , 6 n 6 - - --- -_ --- - - -_ I A CONCRETE I 11 .1� I I . . � . .- . OVER **rS* WERE REQUIRED. I I , � I I � � I I - I . , I 1, 11 I I I I . , I PLAN REFERENCE: I I --- L_JL_J I I I I i I , I ,% I I 1, I- I ' 'I I I I . . I I I 1-4 , I 1") . I I I I 14- V) I .;,. ....1,_...-" .. ... 0) 11* 1�� I I I I , 511RFA CC 1140VT Z OCA 770AI I n 11 I Y, I I I I I I - I � -I rO.SZ' ,Of'ITRMINED IN /Wl"FIEL 9 I, ,I I 11 1 LJ-20 11 ; I � I 1�1�1 I 11 , , . I I I I I I I 3 I � , I 11 !� , 1� .� 11 F-1 � 17= PLAN MEW . 11 I "I- I Ir 11 I. \4 " , CER11FIED PLOT PLAN BY I I � i I - � J� I � _. I 11,� ., I I I'� I � � 'I 1. I I � rl� \I'- I I . -- I- i - I a Il I I . .. 1 . �F , , I : , i I I I � 1 I I � I _* I 1- L=:= . , , , '111 � � I :, I I .1 11 I - ,� .� I � I 11� 1-l" .1. . I 1, I 1 I . - I - I ' ll I I 11 � .1 100 00' BAXTER & NYE, INC. 11 X . X � I M I I . . ;,, I I. , r, 1 �:, 11 I I I � I � , 11 1 I Y . 11-s *�Ith 2'1 L// , � SCALE: 1" = 40' - I UJ . W . I I . - I � . � TANK RISER MERE I I I I I I-I. I � . I I . I . 11 11 I 1 2 � I 11 I > �! I - 34* 1 -6'-3- - EMOVABLE COVERS 3 . � � I I I' ' I , , , � '' � � I I I � I I i : ,REQUIRED I � I I ,, � I . I I I - Mr__� __1 - I .I � . I I I � � 11 4 HX7h Co , Z .3 ��R _\ � 1. ,� I I I , I I I : I pocl.y I Infi7trolo, I I I � Z I I > I I 11 1� � I I I "Id � , ', ,,,,, , � , "I I � I I ''I , I s, 1 4 0 o slol7e on , r 1. I � I � I I . . I z I . - I I � ___1 11 11, ,I I I I 1� -I I I�I- I _ I � 1 , I,I'of stotie o17 end f I r �I � I I � I I I , � I I ! r I I I . 11 � , , , I . ' ' I I I I � . '' I � I � ,. I I * * � �,._ �"'11 I I � I I"'? I I .I ,� I I , 11 11 I �on sides & I"below � .11 I I ''I 1, I , I LOT 18 FALLING LEAF LANE � I I W I I � I � - ,!,.'-�,:!,�_J �,..,...--.:.-�.'�=,Y'.,:.. ��. _." 4 1 �,-', .:-,�I ?I I I..1. . :,. . I I I . I ! �_,�. 1, . I I -11 I I I I I I I � I I I � I I I I I� LLJ I I I . , I I_ i � I I I I I I 1,- I I , I I , � I . I I I ��, "I I I I I � � I . I I �_ 1 6" CRUSHED COMPACTED STONE I I . I , .,. 11 I . �� , . I I . . I 11 I � � ., � - 1 . I " .1 .r . �, . I . I . ", I I" I OSTERVILLE, MA. I I I 1 I � I ' min. clearance required I ". 11 - I , 1 31 INLET ,. I � I I I � I � � < I I ; ' " .'. I I I I :, 1 - I�,1�� I '.I ;, , , ' I I I ' 8" . I , .. I 1 I I "I I ,1.11 . I - I APPLICANT: OSTERVILLE HIGHLANDS TRUST I I � . - M1T-4�i�i 4- -� , -! I .". � I I .. . I I , _ � , � I � I I -_ '7_.;;��3 � OUTLET .: I I � ,� � � 11 � 11 I I , , PLAN ":A/1EW_ OF ' RUCK SYSTEM LAYOUT r � I I I I 2* mIn. inlet to outlet 6" min,pr n/ I , 11 � z,:, . � ' 'I 1. �, � �, I ' ' I I 11 I I I I � � I Li I . I TYP-IQAL HIGH CAPACITY INFILTRATOR (H-20 LOADING) ��,� _=A===�Z� .. '..,-1 U -r ,. - 11 . �I � I , I I I 11 . ,� � � . � . .� I I 11 - I � 11 . - I I I I , � I , ,_ I 11 .1 I I . 11 I I I I ,. . I I X . I � 14 �.� 1 O" min. " A .,. I '.. � I "I I �. ", "� � . � I � I �, . 1� I � 11 I I I . 1, � I ')) - � I ) I i I I . . � � 0 1 1 1 . I � .. I 14' min. .11 ,.: � :S .%. � I I � �7 1". �, I . � I . I I I 11 � c I � I I I # I I , I I I I I I . 6 z I I. . . . � . * I I I I . , I I 11 1, �I I I I - I . - . I I I I I I N OT TO SCALE r11 . a - 1.,. .G I .. r� � . I I I � I I I = , 20 1 1 4 .� , - E a ., . I I � � r I � - I 4) a) I 1, I I . I I I � I I I I � . I I I I I I � I ., � � INSTALL TUFnTE SPEED LEVELERS . . .I .�, E V�., � *Z_ ?. "a I � I I r . I I � I ' ' I I � 11 - I I I I . Ln -TUF-TITE , 1.� tn I I , 11 I I I 'll I . I I - 11 I ON ALL OUTLET PIPES :- .., � I I I I I ,� " I 1 � I I I I ,.. � I I I � . 4 ,� 10 :2 . GAS BAFFLE I 0 -0 :. ,� I'll I 1� li I I I I I I � I I I I I I,- - I I D . . .1 '5 �. 11 �� I I I . I I I I I I 1 16.5 - CONCRETE COVER � I , I . 0 , . .-t a' I I I I I . . I I 11 1 . � - I � 1.11 � I I I I I I 1. I L I � - � I 91-0. "I .; I _J 11 1. :Zi . . I. � - ;, I I I I I I �� I I � I I � � \r�7 I/ . , ! _�_ I I � , � - '' � . � I. . i ;, I I�_ I - I I I I .1 I 'll: 1-1. I I I 1- .- I v � - -,,r, 11 I �, I '_1 __1 I I I I I . 11 - , r � I � � 1, . I I - I � I I . I � , ,� � . I I I I I - . I -1k., \ . . .�... ., - ,, , ;.. .7 t ' . - I ':_ � .I . " 1 I I I - I � � . I I �� . .'' . �.� , . . .� .. :- .: ".. I . 1.�-, ._ 1. . - �, , I - '.. ...,_ �..,. � � ... 3" .. . �� ..7 ...7 . 2 I � I I 11 1 20' 1 1 1 � KNOCKOUTS .1 .., L I 41, I - I . .� - , ,_ - - . " :_ 7, .1 I ,1, � � I I , . I I I � "PERMALON PLY 210 I , , - __� 11 r �,. LL�-:6� -.�� -_L:�. " - I , I . I I � I � M I - �: I... I I- - 8'-O' � l I_ 1 4'-10' 1 � , � 1� , I � I I CONTAINMENT LINER 2-20" Diameter Access'Holes-, f I . I I I I I I . 11 1. I ! . I I � I I I -:, .1 .. R I �, I 1. 1. I I I . � I � I I I I I 11 I I - , Q I I I " ( ( INLET 119.5" �.� �_ .1 � ��, n I I � 1, I � I I � I OUTLET I '-% '-N . I � I I I - \ / _ .1. � -SECTION , , ' ' I I I I I I \ J . . . CROSS-SECT10N END I �, � I I I � I I :�_ I . � . U*) .. � I . r -, 1� I � I I . � 4" PVC VENT PIPE 9. I r. . . '!±EE3 - OUTLET I I I I . ,� � 1;I I i . I I I I I I I I / 1 11�2 5 INLET F=w-r I r . I � I I I � ' I I I � I I I I . 11 11 I 1: I r, I I " I 1 . I I 11 I . I I � 'SCREEN --"� I I � I ��. ,. TYPICAL 1 000 GALLON , SEETIC TANI.K.111 (H-1 0 LOADING) � I � I I PERF..12" PVC PIPE (VENTS) I I I '10 I I I . . �� I I I . I I I I I � I I - I__ . C(� '.� 11 1 , 1,11 I I � � � I I r- - 1 � I I � . . 1. ' � 11 , � : � ----�----------------------------------- - � 1.75* -, I 11 - i I �' I I 11 I . 11 . I I . 3) 1 � r, I 11 . NOT TO SCALE I I � I � ,�. I I . I I � I I I I 11 � , I ." I I � � . 11 r � .� I � I � . I . - � I � I I �, I I ,� I I . I I I I � MIN. CROSS-SECTION I �. I I �, 1- 1 � 11 I � I � I I �� I I I � L I I . -' - . . .". I I I , I I I 11 .1 I I I I I i . I . I I . � FINISHED GRADE � . - .. �. . . I I . 11 � . I 1 �71,7- 7�77.'-'77',�7�,,- :, �:_, �, '.' I I - I I I � I I , 11 I i, - I 11 FRAME & COVER . I , I I I I I I I � 1. �, I 1 � I ' 11 I OVER "T'S" WHERE REQUIRED. I ""I� I � 11 I I L .1,11 I 11 1� I 11 M: I 11 � I I I I ALL OUTLET PIPES FROM THE I I '. � ; I I I � If PERF. 4", PVC PIPE (DISTRIBUTION "� ,�� I I - I I I I I I � , H 11 � . � I STEEL REINFORCED PRECAST CONCRETE � ,% I - I 1, i I , I - . I I I I I 0 I ) J I� it 11 I I � I I I 11 11 I 1� - I I I I- I � . . I 11 . t DISTRIBUTION BOX SHALL BE PLAN MEW - I . I . I I I �4" 'PVC,PIPE ' � . I I I- if I I SET LEVEL FOR AT LEAST 2 FT. I 1.. .. I � I I it E: � I I if 1/1�Y/\'/AY/'>YAYAY/'�'//'�IY/'�y I�1- / 1_7� . �, I I i I �� I ., I � 11 11 . . I, � I I I � I I � . I I it I I � PLAN NOT VAUD UNLESS RED STAMPS � I I 1, ,. I I It, - I I I I I I I \ 6. --\ - I - . I 11 � \ / 6 TANK RISER WHERE I I I I 1. I � I 11 1. I I it PERF. 4" PVC PIPE (COLLECTION),, : : ,----, - ,,� REMOVABLE COVERS � : REQUIRED APPEAR BELOW . . . . . � I 1 7 1 1 1 , --4-L----------- � ---- , . -------- ______ - - . PITCH I / ', I - I I I I I I I I I I � � / \ - .. � I - . � � , . � 7� -. -I I 11 I I �',I I . . ---rl----------- ----- L .. .:11 .. I.. . .. . �I I .. I,..... .I *: � I . I I 1) \ �_ I . . �..'.. . , - � �-,,--;-.,*,�X, , I I 1, 1, I . 8 1 � I ------( ---r_:i, ____-_ - - - / I - ,- � .J��J �: . .:.�.�...,'. , , � I .. .. .1 6" ;!� I .. I , 11,� I � I I i I . I - . I I I 1. I I , I I � t I ; %.. I I I I I I If . - 15.5" .:. - , it ,� I L I I . I � � I I 1, �, .. I I I I I � =��3 min. clearance required ,� . .. , INLET .I- NOTICE ,I I % I � I �I I, I I L 1 I I ,,, I � I . 1 4" PVIC VENT PIPE � 1\ I I . , 13 �1. - � I I I � . I I - __� .� . �.. � � � I ,. I , � I I I I 11 I I ''; I I I� I I , \ INLET-4�- 2* min. Inlet to outlet 6" min. ... . .. n/ I I 1. I I � I PITCH � I I � / ; *__ - I �I I . I I I -r- I I I I : I,,_ J . . . I I � � I I I I I , I \" / OUTLET I .: Unless and until such time as the original I 11 � � I - 11 � I I 0 1 1 1 1 . A I I . ____ �. 1 O" min. I ��. I., I . �I I I I I I I I I A:I I �I I I , �_ � I I I I I � I I / \ / \ . I �(C 1 4" min. ;,.. .. i :5 .�.,. (red)stamp of the responsible Professional � I I I I I ".. . :. .': ,� I � I I�I" �� , 11 I I I,I, : I E I I PERF. 4' PVC PIPE (DISTRIBUTION)--,,, I I . 10 C ,�. " a . 0 Engineer appears on this plan I . I I . " �. � � I I � I - I I I VENT PIPE DETAL, I- 20" 1 �.w .E ,U .;.. �.. E 4) �-'. .I I I � � I � , , : , I I � I I I I I I I , 1� "a '�rl . . � I I I I I 11 �, I , , , I � ,� . I I . '. � I. I � I I � (o 1. -TUF-11TE . �0 �. to I (A)no person or persons,including any' I I I , I 1, I I I a . .;, - ' . I �, , I,I 1� � , , � I I , I 1 � _ 20 :2 1 . '. 0 *0 I 1� ,� I, � , 0, I I I � 1 , I I , , � � I I I NOT TO SCALE . ; I . . GAS BAFFLE ,.,I f -3 .,;. municipal or other public officials,may rely I . I I - , � . . . i I I. . . . I 11 . .11 . - I . I = . . - .I I . ''I 11 i � I I I � I I I . 1 4 � I PLAN SECTION �, . 0 I . � '* .2- ..... I I I � . ,�I 11 I U I I I I I I I I 11 . . 1-t :D : � .,I _J I � upon the inforutation contained herein;and I I .� - - I I I I I � I I ., .... I I. . I I., � � I I 1.1!. ".4 I 11 .:.. . � I . I . � . . 1 I � I . , . T . ains the property of I _Zli I I I (B)this plan renu � I I I I� I . I .. t ... I I I I I " I I I I I I I I � I I 11 � I I I PERF. 2" PVC PIPE (VENTS) I .11 _';'�.:L 7.. '_-.'.%. - � .: ... d, .. .. . ' 6" -�' T -�� - L'. I I I 1, I � � , :. , , �, Innovative RUCK Systems,Inc. 11 11 I I '. I � I ,� I I I 11 I � - � I I� ... _ 777777 : �' � .!� " ,�. I I . � I I I I I I � I . I I I I 1 6 HOLE DISTRIBUTION BOX I - - 81-0. . - - 1. I , I T I I I I , I I - I f I � I I ! � 11 I. I ''I I - I I I � I I I I � ., I I _1 11- 11 I � INSECT SCREEN � I I . I . . �p '- , I ': I 1" 11 _ 11 I � �, . I'— I I I I � , . - -SEC'nON TM RUM DEMC,W IS SUBJECr 11 -, 1 . � . 11, '' I I 1� . 11 I � I � I . I CROSS SECTIO END _ I 11 , I I . I I I - . ,I I I I I I , I I I I I I � I . I NOT TO SCALE I I :, � I : . 1 I I I � � I 11 I I I . I I I I I I � � I� ' ' I TO A PATENT AND REMAINS I � " ,!, . : :"',, _;,�� I I I � I I I � I M H IGHT 0 BE 3' ABOVE 1. -i,:� I I"I �r,., � �� I � I I I �1� I � I FINISH GRADE I I TYPICAL 1 000 GALLON SEPTIC TANK (H-20 LOADIN THE EXCLUSNE MOPEM OF � I L , I I I � I � I I I I I � I � I I . I . R4NOVATWE RUCK SYSMWS,INC. I I I � . � I � I . I I . I , L I 1,� - �; �I :; I 11 �, 11 I I 1 . I I 1 4" DIA. PVC PIPE I I I I I NOT TO SCALE I I I I � I I ' I I I � I I I � ' I I COPYING OR INFRINGFMENT OF . I 1,�, �,,�.�, ":� 4"r,D'A. 'VENT PIPE TO BE VENTED BACK ,r . :' I I I . I I I . (VENT) . I THE SIDES OF THE FILTER MAY BE SLOPED. THE REQUIRED AREA OF THE I � ell � ,�, , � I I I I I THIS DESIGN IS PROHIBnTD I - r I , - I , I I I FILTER SHALL BE THE MIDDLE LAYER OF THE INDRAINS. "I :1 �" TO THE-FACILITY AND�UP, THROUGH I ROOF TO I --------' -1 � , I I'll L I I I , I I . ' I I " I�". ;t�'t, ,r, SAME ELEVATION AS PLUMBING VENT ' I I I I I I I � . SUCIP IF- I I THE CONTAINMENT LINER SHALL BE CAPABLE OF WITHSTANDING A PH OF 3.0 1 1 1 , 11 , �111%1 �., I � I �,L ; I I I I I I I � I . I � . I I I "I I 1, �I �, I I 11 11 11 I I.I 1 "I', I 11 � . �� I . I I FILTER CLOTH- TYPAR 3401 1 � ,I � I I . I , I I ,,, I I - I� I I . I � . . I"I , � 1 ,�, I I . AS MANUFACTURED BY LINO GEOTEXTILE , 11 � � �', _ . I 11-1 11 �: 18".�OVERLAP,BETWEEN LINER � � 11 11 � N LINER I . I . I � I Ir � � I: 1- I I I I �I I. AND' FILTER:'CLOTH " I r I I �, I .;, -I DIVISION OR APPROVED EQUAL AND FILTER CLOTH I I I � 4 VENT TO FACILITY GENERAL NOTES I � I � "1�11 �,., � � 11 � I , I I _. ,� 11 I I I I I _� I � I I I - - I : I ''i I .�. ,;�� . 1� - '.-� I - I - I I � I . 1-1. ...... . . � 11 I I I ", � t � I 115--"; I ro - I DATE I , ""' I � I I I - I � , , , 7 0 0 0 �Z,;v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 0 - I ' STONE 0 0 7 1) No change to this system shall be made unless DESCRIPTION lDrawnEhecked 4,f, �, I I I I r I � 11, , = � I 1111R .. . I . i _ MUF= . . . I "I - x-�% , I , , , , , . 1 I 11 I 11 I I I I . 17" INDRAINS I . �i i . I 1. 7"- INDRAINS I I I . - I approved in writing by Innovative RUCK Systems, Inc. I ' "q �I" I I . I - . . . //I . 11 11 . . � �i 1 . (n . I � R E V I S I 0 N S I � , , , , � ''.1 I . . . ; I .� . �"', � . .. L .. . I , , ` , I % _ b,� - - I � �� I 11 I 1. L ip , 1 .7 .,. " �il, . r.I I I I I -.1.1 �_- . " ' ; _Iz.�,,�., , , " � � L � A .'- '*"' " , , � , , ,, - 11! I . - �., - - � !: ,". . � , I . 1. , I , _____.___Q 1 , � Board of Health and Innovative RUCK Systems, Inc. I �I", _ � *7Z i I'S N _ _ � I , �: .. . , I � 11 ,,�, " _ 16 . . �.�,-,.,.;,:-, , -1 I _1 - " 1, � . I . ,� ,,�',�' O., " , *�f.,` ,; ..,�-, , ,.�,': . ,�.,1--,.:1, �:�' - �.�5" SAND --:, ��, ��, � I I :,�,. - , � � �_ _ ,: ::� , ,�, __ _��,I , _. -i " �. ,o ., '' '' , . , , , , . , . _ " I , 1, __ � ,�, � ..., � -.1 , Y� I . � � � 11 ' . , . . � -. , - - / , , , ''I. Of 6 � �,�,t' ',*:.. � , , 11 " , r. "� I il , .,''r I I I� '.I � I � I - I I, I - I�"'. __ " �:`�` '' - I -" , I- I . I � " .. ::, I � �-, - . I � , I i� . _ . :�' ,�� ,'- ., ,: 2) Subject to inspection during construction b the � ., , , I � 11 ,� , I L � ., I ' ll 11 I .' '.�.' � . � � , I , - - . � . , � '' � � . 1_;�:. - . y � � ",.;,`:,� .�1��- :,�� - 1.�, ,� . kr.� ��,,�-,f _,�." ;./*. r , 1 � , , IAJ 1 2" SIVNL_ ''. I - ,_`1.1. I'll �: .,��, "PER�MALON PLY 210 :` ': i I 1 1_____M2 i I ! , I � I > . I'll, , 77, 1 1 , � CONTAINMENT LINER , . PLOT PLAN ' I � " I . I I I I 11 I / / 1 7" INDRAINS - . I I I z INDRAINS � ; I � 11 I I I OR, APPROVED EQUAL . I . ,. I I "I _ 11 �� `-.� ��`* � �I ..:�.,.�,!_' 77-7777= ��;: :..- ,%��'% -, " !''..... �".- 4# - 4" 3) Heavy construction equipment shall not travel 0 I , I - . , I -.;, � . 1. - 5 , .S,�::�' -, I le. .:�`, ,,,, ".' " - ." .1 �_4 _ I I � - � I � '.'.�.1 '' � . . , �-�, , .,�� , �. 11_� , , , "I I" - _. , , , .." ,� " 1.�_ - �,�11_�__. . I I 11 !.__ .'' ,,.I',' - - * 1 A4,� 1-1 ., :�,_I'. � , , ' L -� 1� , �.:. , I I - , - "-.',' .�,,. * - . , , - I - , ' 'I I.'�,;,,."..., .�. , . 11 . 1, ,� ,� , "",4,�1_'.., ", _,.1" ,J��' - _* t :-,� ,-, I ��W' ; ." - , ; �, 1� . - , � . � _, ,4 " I ,� I � 1, � 'I,� _ . 1 , ANO� I � _ * 1* � 1, I I I �:I.� -I.,_.1, `-,J.", .�, ' . ' �','�'�'.'L' - �.... "', � , _�,�_:- 1�1'11 _11.� ;. 5 -'�� __ I.",,�.. ., I 1 -1 11 ,'��!. U) � 1�1�,'I'll . - _ �I"I_.�,,I� �..- A ? f , � .t :�,.� . .,.: _,� . . I - over disposal system during or after construction. SYSTEM , I I - I I % I 'O" , , 11�'� ` L � - , . I " � , � - - I .. . . I .: ''. , � . ",� I I- . , � i � L. :.111'1.�,'L w - 11 (n ,. , e I I I I I I ,�__" 1= � I- I SAND� ��`.". `�', ., L' � � � I I I I I ro n 00-c�dks.�Z$)U-�).� 0 1 2" STONE I I "' � I 11., 11 � . I � L I . I 1 7" INDRAINS "'1�IND AINS 4) Disposal system to be constructed in accordance 1, I I I I � � I i I I . I I 0:� I I � � I I . � I I I I 1. I :: 1. I I I � *,;,� ')'�. , - 1 , _'.. It & '.1 �� " ,* � -:- � t":,;�� , ,�I I!, t. .''. I ' ' S. . 1 � ". ,�.� .,� I : �_, ,1 . .", " ,�, ,� () I - � 1.� -L 1, �. . . , - . I ith Title 5 of the State Environmental Code. I � TION Co. - . ;� , .. � I I. I. I ,, "� , -� I � ,, � . . . I " :::"*:: , ,,, , , , ,...� .;,�.: 1.� �p" 'T , - I I ,� . , , , I ,. " . . I,� ,..�-. -.. , . , ' .'. I.�. I�%1,.. .-", " .. I , - t ,z,b;�� ,:, . I�- .. . 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I I I:"-, �- .1 -". ,.- �": ,..,-. ., :"-.1*,,�.,I - I 1,.;�.,_� 1"."'."; .... . ." �, 11 , .., I _�,__ , , * 1,�,� , I :::... . `�` , , - - "I "'ZI I .. . .1. I I... ..�,___��. ., "..w ". .; .1. --� I I . -- ._FITCH, .-.'�j7 �,�. , 1� ..�.:�,"�'� , - �'��i,%_ * -. -,1,-,- �-. I .. ....- ...I � I I :, I ,- _ _ . . . I ,-:h,�,�. .- !,:�.,_. .,. �L:�.; . .-I...,11 -^i,�, 7----- -.-� 72 '",-' , . . , . I � , " ..L�- - � " � �:* ,��, 1:., H" � I I I �, I - , _!�,_�-,�_,� .77=7 � - ,PITCH��,. 777777.777, 1� -, . :� - I PITC _. . ,� I . . � 11 I , � � I I I I � 1. IL I I I I I I . 1 � � I I 1 6) A copy of these plans must be furnished to the OSTERVILLE , MA � L I � I I , � I I I I 11 . I I I I - 1, � 11. I I I I I I I I I I., . ..� ,' '. 11 . I I I 11 � I I I I I 11 ' I � I ,� I � I I I I � I 11 I I � �contractor constructing the disposal system. . I I � - I a,11. .-- I I - I I . I - I I I � I I ____ - I I I I I I I I I I . 11 � I I � �, I 1,� I :�, � I. : -I I I I I I I 11 I . � . � I I . � I I L 4" PVC PIPE I I I � I I I I . � I I I I � \01 .1. I."4� �'�� I . I I � I I I � . I I .1 11 I I I .1 I 1 7) Before backfilling, the contractor shall notify 11 I ,;' N�' I $I , I I I � I I � I I - �",f, ' . L I I I I �; I � �.I .\"e � � k . � I . I I . I I � (DRAIN) I I I I SCALE: AS sHon7DATE: MAY 8, 1999 101� '..", y , . : 4 �LAYER Or COMPACTED , , I I I I I I I � I . S�l ,C 11 ,I I � " . I I I 'e�J,� � . I I � I 11 I 11 I � � I � I 1 4" LAYER OF,COMPACTED I I . I Innovative RUCK Systems Inc., or the Board of Health . I'! It- . _� ") . � I FINE SAND . � I : � I . I I � . I I . V' PIPE: I ��.,r, .� I I : � � I I I � I � I - �� I, 11�' �- I � I -8 PROVIDE 1-1/4" PITCH FROM Agent to inspect the system as constructed. �. , 1, I " " I , � I I I I � I 1, . 1 4" DIA. PERFORATED PVC PIPE I NOTE: DUE TO VARYING METHODS FINE SAND � SECTION B . , 4 � I I . . I OFJNSTALLING THE LINER, THE CONTRACTOR �'.. I I . Innovotive RUCK Systems, Inc. , CZ0 I z; . 4 1 � 11 . - I � I I 1 17 �I,. I � - ., I I 11 ,1, I I I� I I � I I ; I 11 I I � I. 1. L- I 11 11 I I I I I I . I I I 11 I � I I I � . EDGE TO CENTER. f C.."A IVIL . - 11 - �� I I � I � �I I i . � I I � I I I I 1. I I L I I I I . � � ,� I I I I I LFURNISH SHOP DRAWINGS DESCRIBING , 1. �, I . I I I I . I I .I � � I . 'L�' _ " I . I.. ,� 1 I L 1, ,� � I I I . I � � 1, � I � � � SHALL I I I I � 11 I I I I I � I I I 1 8) If the cover over the Grey Water Septic 200 main street I � I I IN,M � I � - , I, I I , I - . , . . I �, I . �, I I I I I � 11 . , I � I I 1 - , - I . I I I I I � � � I I � I ", � 1',�' 11, 11.1 - , 11 I I � - � , I 11, �, . SECTION ;�'A ' A , � � c I _. � I THE'INSTALLATION FOR REVIEV AND,,APPROVAL I 'll I I . I I I '. � , ,� "I , I— I," 1 : , . .1 I I 11, I I I I I I . � I I I I I .1 � . � I 11. 11 I I I . . 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