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Home My WebLink About0373 SCUDDER AVENUE - Health wl-,---- 373' Scudder Avenue r 288-196..............Hyannis -w. S ✓�D ac- 1U 13 _ Q& a � �� (� tFL�CATIG SEWAGE PERMIT NO. VILLAGE A & B CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANN IS, MA 02601 BUILDER OR OWNER DATE PERMIT ISSUED v DATE COMPLIANCE ISSUED a O P%, w \ o t� a s . al TOWN OF BARNSTABLE LOCATION. S euvrq-7z:. SEWAGE 7 sity UI`LLAGE ASSESSOR'S MAP&PARCEL 239 — 196 INSTALLERS NAME&PHONE NO. AYA�S O�-l.a✓Z� SEPTIC TANK CAPACITY e1-0oo q /DDD Pa ga4P �1-4 LEACHING FACILITY: (type) Pi PE� (size) 14X NO.OF BEDROOMS R ` I OWNER PERMIT DATE: 11-))—0-7 . ' C MPLIANCE DATE Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Tivate Water Supply Well and Leachinffacility(If any wells exist on site or within 2001-feet of-leachingfacility)" Feet Edge of Wetland and'Leaching Facility'(If any wetlands exist ® s within 300 feet of leaching facility) Feet FURNISHED BY Ai r 2 2.2 2I -'o _ s z- 47 5 -- 41�3 � 3=6 14 _ j TOWN OF BARNSTABLE 6,0 a LOCATION 3 3 Scu��V- Ave SEWAGE # 2000 -116 A VILLAGE ASSESSOR'S MAP & LOT 2,8B/ tab INSTALLER'S NAME&PHONE NO 7 ry w e r So 8 -i 141 o SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Sb. I(i3SaRPIIon' SysTE (size) NO.OF BEDROOMS 3 BUILDER OR OWNER D u PERMIT DATE: �— ^Z'o a° COMPLIANCE DATE: 9-1" 0-00 S IQ Separation Distance Between the: It Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility g Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet 1 Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Fdmishedby C LL r h _ 3 3s�— 3- 3= 3s'--3'1 } A - 4 - � 41,_d,F - B- 4 _ e ZHE 1 Town of Barnstable B" MA-q&`E ' Board of Health �fc►��' 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. John Norman January 11, 2019 Ms. Diane Mahoney 96 Bosuns Way Marstons Mills, MA 02648 RE: 373 Scudder Avenue,.Hyannis, MA Reduction of Operation and Maintenance-Approved Dear-Ms. Mahoney, During the public meeting of the Board of Health held on November 27, 2018, the Board voted to approve a reduction in the operation and maintenance (O&M) of the innovative/alternative system located at 373 Scudder Avenue, Hyannis. Operation and maintenance was conducted; the system was inspected nine (9) times from July 2016 to November 2018 by Mike Bisienere of Cape Septic Inspections. The inspections-were-recorded-into-the-Barnstable County-Septic-Management Program database. The results of these inspections were apparently satisfactory. Based on the above information, the Board voted unanimously to allow you to reduce the operation and maintenance of this system to twice per year (to once every six months). incerely, Pau J. Ca i M. ` Chairman Q:WP/Reduction in 0&M 2018 Mahoney.docx �� - t (� � � � � � � 5� Nay �7 Diane Mahoney' e 1 � 96 Bosuns Way Marston Mills,MA 02648 440-725-0648 dkmphd@gmail.com October 18, 2018 Ms.Sharon Crocker t Barnstable Board of Health Town Hall 200 Main Street Barnstable,MA 02601• Dear Sharon, Confirming the conversation,you had with John Mark Thomas this afternoon: I own the property at 373 Scudder Ave Hyannis`;It has a PIRANA-I/A septic system which has had eight satisfactory quarterly inspections by Mike Bisienere of Cape Septic Inspections. I would like to request a hearing at the next meeting of the Board of Health to submit this information and ask permission from the board to reduce my inspection interval to twice a year. Sincerely, Diane Mahoney' x JJ -J I ?ermits Page 1 of 2 Barnstable County Septic Management Program Karen Malkus -City of Barnstable 4:23 pm Main Permits Reports Compliance Contractors Technologies Help 1 Home> Permits > Permit History C9 373 Scudder Avenue View Permit I Export Samples 11 Sample Frequency Analysis Show Au Lvj events from the last 3 v Years v Date Submitter Event Type Comments 11/14/2018 Cape Septic Inspections Inspection 07/06/2018 Cape Septic Inspections Inspection 6 ' 04/24/2018 Cape Septic Inspections Inspection 01/18/2018 Cape Septic Inspections Inspection 09/27/2017 Cape Septic Inspections Inspection .06/30/2017 Cape Septic Inspections Inspection 4 03/20/2017 Cape Septic Inspections Inspection 3 1 12/28/2016 Cape Septic Inspections Inspection O 07/28/2016 Cape Septic Inspections Inspection O _ 07/15/2016 @ Barnstable Email Receiver:Emily Michele @ BCDHE 07/14/2016 Diane Mahoney-Owner Email Receiver:Emily Michele @ BCDHE 07/14/2016 .Emily Michele Olmsted Note Resolved-Cape Septic In entered contract into database 07/14/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ Barnstable 07/14/2016 Emily Michele Olmsted @ BCDHE Email Receiver:Diane Mahoney 07/08/2016 Emily Michele Olmsted @ BCDHE Phone Call Receiver:Diane Mahoney 07/07/2016 Diane Mahoney-Owner Phone Call Receiver:Emily Michele @ BCDHE 07/07/2016 Emily Michele Olmsted @ BCDHE Email Receiver:Diane Mahoney 06/16/2016 Diane Mahoney-Owner. Email Receiver:Emily Michele @ BCDHE 06/16/2016 Diane Mahoney-Owner 'Email Receiver:Emily Michele @ BCDHE 06/16/2016 Emily Michele Olmsted @ BCDHE Email Receiver:Diane Mahoney 06116/2016 Emily Michele Olmsted @ BCDHE 'Email Receiver:Diane Mahone 05/23/2016 Emily Michele Olmsted Note Owner to find a new contractor-no confirmed contract with All Cape Env 05/23/2016 Emily Michele Olmsted @ BCDHE Email Receiver:Diane Mahoney 05/23/2016 Emily Michele Olmsted @ BCDHE Phone Call Receiver:Diane Mahoney 05/09/2016 Emily Michele Olmsted Note E-mailed Winston-pending response but.owner needs O&M still I 05/09I2016 Emily Michele Olmsted @BCDHE Email Receiver:@All Cape Env Sampling removed-still need copy of 0&M 05/05/2016 Emily Michele Olmsted Note 05/05/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ Barnstable i 05/04/2016 @ Barnstable Email Receiver:Emily Michele @ BCDHE 05/04/2016 @ Barnstable Phone Call Receiver:Emily Michele @ BCDHE 05/02/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ Barnstable 04/0612016 Emily Michele Olmsted Note Winston thinks owner is going before BOH,will get contract to her 04/05/2016 @ All Cape Env Email Receiver:Emily Michele @ BCDHE 04/05/2016 Emily Michele Olmsted Note E-mailed Winston again 04/05/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ All Cape Env 03/22/2016 Emily Michele Olmsted Note E-mailed Winston for update 03/22/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ All Cape Env 03/16/2016 @ Barnstable Phone Call Receiver:Emily Michele @ BCDHE 03/08/2016 @ All Cape Env Email Receiver:Emily Michele @ BCDHE 03/08/2016 Diane Mahoney-Owner Phone Call Receiver:Emily Michele @ BCDHE 03/08/2016 Emily Michele Olmsted .Note Confusion as to whether the owner needs to test for Nitrogen limits,and... l htt„c•//eP.nt;r.harnctnh]Pr.rnmtvhealth.org/rea/hermits/viewhistory/1386 11/19/2M '4 ?ermits Page 2 of 2 Date Submitter Event Type Comments 03/08/2016 Emily Michele Olmsted @ BCDHE Phone Call Receiver:Diane Mahoney 03/08/2016 Emily Michele Olmsted @ BCDHE Phone Call Receiver:@ Barnstable j 03/08/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ All Cape Env ; 03/07/2016 @ All Cape Env Email .Receiver:Emily Michele @ BCDHE 03/07/2016 Diane Mahoney-Owner Phone Call Receiver:Emily Michele @ BCDHE 03/07/2016 Emily Michele Olmsted .Note Checking with Winston@AII Cape-owner says she is contracted with him 03/07/2016 Emily Michele Olmsted @ BCDHE Phone Call Receiver:Diane Mahoney 03/07/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ All Cape Env 03/07/2016 Emily Michele Olmsted @ BCDHE Email Receiver:Diane Mahoney 02/29/2016 Emily Michele Olmsted @ BCDHE Phone Call .Receiver:@ James Holler, 02/29/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ Barnstable 02/26/2016 @ Barnstable Email .Receiver:Emily Michele.@ BCDHE 02/25/2016 Flaq Contract Cancelled 02/25/2016 Diane Mahoney-Owner Phone Call Receiver:Emily Michele @ BCDHE 02/25/2016 Emily Michele Olmsted Note Owner used to be contracted with James Holler,who moved to Florida last... 02/25/2016 Emily Michele Olmsted Note Resolved-permit summary in binder,scanned in documents 02/25/2016 Emily Michele Olmsted @ BCDHE Phone Call Receiver:Diane Mahoney 02/25/2016 Emily Michele Olmsted @ BCDHE Email Receiver:@ Barnstable 1 02/23/2016 Emily Michele Olmsted @ BCDHE Email Receiver:Diane Mahoney ` 02/23/2016 Emily Michele Olmsted @ BCDHE Phone Call Receiver:Diane Mahoney 02/22/2016 Diane Mahoney-Owner Phone Call Receiver:Emily Michele @ BCDHE 4 � 1 harnetahlacnnntvhPalth nra/reg/hermits/viewhistorv/1386 11/19/20U PermitInspections Page 1 of 3 Barnstable -county Septic Management Program Karen Malkus-City of Barnstable 2:18 pm Main Permits Reports Compliance Contractors Technologies Help Home> Inspections >View Inspection g d Cancel Inspection Details Field Testing ..... ._..__.._..__. ....... Inspection Address 373 Scudder Avenue Color: Clear Sl dgehammer Bio Kinetic WWT Odor: Musty Print Inspection Component IS stem ...... _.. _... Effluent Solids: No ' Date: 2018-04-24 _. _ View Permit pH 7.1 SU ;Time: 09 20:00 Dissolved Oxygen: 4.300 mg/L CView History r Cape Septic Insp. ontracto _. Turbidity. __......_.. . . 21.00 NTU_..._ . . p Nametor Wichael T Bisienere Settleable Solids 0 000 License# 112979 Operating Information _. Site Conditions Sludge Depth: 3.00 in _... Scum Layer Thickness: 2 00 in ; Seasonal Residence: No _.._ Pumping Recommended No ;Air Temperature. 31.0°F _... _. __.._..__,_ ....... : -_.._.. . Weather Conditions: Overcast; Soil Absorption System Observations -_.-.__.._..._.. ..........-..._....... .._..- ...._......__.._......_.: Signs of Breakout: No _...... .........._......_.__......-_._....__...... ..._........._............ ............ _ Depth of Ponding: i 0.00 in Ponding Above Invert: iNo Maintenance Issues Any Apparent Violations of the None Reported Approval? __.... . _.._ ... ..... _. .... . .__. _....__ _...__ _._. ._: Any Cleaning or Lubrication of Parts ;None Reported Performed? 'Any Cpntrol Adjustments Made? None Reported Pumps, Switches,Alarms Tested? I turned off the blower and the alarm sounded ;Any Equipment Failures? None Reported Any Parts Replaced? None Reported Any Recommended Corrective F None Reported Actions? Inspection Completion ... _._.___ __ __- Inspection Completed? Yes { Incomplete Inspection Reason inaccessible alarm httDs://seDtic.bamstablecountvhealth.orL/reii/permit inspections/view/36038 11/7/2018 Of T41E pry, Town of Barnstable Barnstable d Regulatory Services Department 1 e;cac Public Health Division rFD;µ 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali Director FAX: 508-790-6304 Thomas A.McKean,CHO July 2016 The Barnstable Health Division update re: Pirana-Sludgehammer Bio-Kinetic WWT System The Sludgehammer used to retrofit septic systems does not require the same sampling protocol as other IA technology. Nosamping_for Nitrogen, TKN; Total N or Nitrate is required. CHowever;field monitoring of pH, Dissolved Oxygen and turbidity are appropriate measures of system �Propeowners rty with a Sludgehammer need to have a contract for the life of the system for Operation and Maintenance. For the first two years quarterly inspections are required. Also, an inspection is required anytime there is an alarm event. Alarm events and system failures must be reported to BOH within five days of event. After two years owners;or their rep�reserita'tive, can request a reduction in number of yearly inspections,ovith� pa minimum of two O+M inspections per year. (Note.A report fromthe inspector.shouldinclude the level'of7 pndmg,in the_D box or leaching;f Eld If the-depth;of pondirig`uidicates at least 50% of dose storage lac� .'�+�-e :r. ,,-��`F`�s �ti available;;;theh�,inspectii6fi§,ca be'-reduced.)— f Approval for Remedial Use Page 5 of 10 SludgeHammer ABG-April/2015 4. Prior to transferring any or all interest in the property served by the System, or any portion of the property, including any possessory interest,the System owner shall provide written notice of all conditions contained in this Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part thereof a copy of this Approval for the System. The System owner shall send a copy of such written notification(s)to the local approving authority within 10 days of such notice being given. 5. Nlonitorin`g R q irements: A. �rsystem'sappr_oved,and�installed prior to August 4,2009 and has an observation port or monitoring well within the SAS, then it shall monitor according to Section IV(5) (B)this Approval. For,system's approved and installed prior to August 4, 2009 and does not have an observation port or monitoring well within the SAS, but has the monitoring device in the D-box,then shall continue monitoring as the following: i. The System's monitoring device shall be maintained such that it provides data collection to include tracking the elevation of the ponding within the D-box. The data shall continue to be stored and reported with the high, low and average ponding levels on quarterly for single family homes and monthly for all other system installations; ii. .If the ponding in the D-box has been eliminated, monitoring may be reduced from monthly to quarterly; quarterly to every six months. Further reduction in monitoring is not allowed; -iii. If the System exhibit excessive ponding levels (ponding levels within the D-box equal to or greater than the ponding prior to installation of the System) then monitoring shall be continue monthly, if at that time the ponding in the D-box has been eliminated, monitoring may be reduced from monthly to quarterly; quarterly to every six months; and iv. If the System is still excessive ponding(ponding within the D-box) for 6 consecutive months,that System shall be removed in accordance with Section V (8). B. Systems approved and installed after August 4, 2009 shall monitor quarterly for single family homes and monthly for all other system instal ations. The system shall monitor the depth of the ponding below the leaching field after three months of System operation to indicates the dose storage (dose storage is the void space from the discharge pipes invert to the bottom of stone/naturally occurring soil interface.). i. If the depth of the ponding indicates at least 50%of dose storage available then monitoring may be reduced from monthly to quarterly;quarterly to every six months.Further reduction in monitoring is not allowed; 1r1 f , mot . Town of Barnstable Barnstable yy Board of Health j"Ca j Y BARMAH M MASS' 200 Main Street, Hyannis MA 02601 t6s9• A� 2007 Fa� Paul J.Canniff,D.M.D. Office:508-862-4644 Donald A.Guadagnoli,M.D FAX: 508-790-6304 John T.Norman F.P.(Tom)Lee,P.E.,Alternate EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS —NOV. 27, 2018. I. Septic — Monitoring: A. Winston Steadman, All Cape Environmental Services, representing Ann and Kathleen Beauchamp, owners of 18-20 Sunset Avenue, Centerville, Map/Parcel 226-171, requesting reduction to seasonal use for both operating & maintenance and sampling. This system has three layers of leaching: a septic system, a Sin ular system, and the leaching is using a PercRite. GRANTED * The Board granted a reduction of O&M to twice a year during the seasonal time it is occupied. Testing for pH, BOD5, TSS and TN may be required once a year—this is to be verified with Mr. McKean. B. Diane Mahoney, o(n&--373DAvenue, nnis, Map/Parcel 288-196, requesting a reducrequirement for their-retrofit Sludgehammer Bi GRANTED The Board granted a reduction due to the eight good test results. Their Sludgehammer Bio-Kinetic WWT System is used as a retro fit to improve their septic and they will only be required to have two O&M inspections per year and no testing will be required. Page 1 of 1 BOH 11/27/18 10 �Ver Town of Barnstable Barnstable WmedcaCft .�. ; Regulatory Services Department a6 q. Public Health Division I 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali Director FAX: 508-790-6304 Thomas A-McKean,CHO July 2016 The Barnstable Health Division update re: Pirana-Sludgehammer Bio-Kinetic WWT System - The Sludgehammer used4o-retrofit-septic'systems does not require the same sampling protocol as other IA technology. No sampling for Nitrogen, TKN, Total N or Nitrate is required. However, field monitoring of pH, Dissolved Oxygen and turbidity are appropriate measures of system function. Property owners with a Sludgehammer need to have a contract for the life of the system for Operation and Maintenance. For the first two years quarterly inspections are required. Also, an inspection is required anytime there is an alarm event. Alarm events and system failures must be reported to BOH within five days of event. After two years owners, or their representative, can request a reduction in number of yearly inspections, with a minimum of two O+M inspections per yea (Note: A report from the inspector should include the level of ponding in the D-box or leaching field. If the depth of ponding indicates at least 50% of dose storage available,then inspections can be reduced.) nn re s+ 3 �'THE T� Town of Barnstable Barnstable Regulatory Services Department ANAMMIUCRY s BARNSfABM ' 9 MA, i639. ,m Public Health Division f � 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali Director FAX: 508-790-6364 Thomas A.McKean,CHO July 2016 The Barnstable Health.Division update re: Pirana-Sludgehammer Bio-Kinetic WWT System The Sludgehammer used to retrofit septic systems does not require the same sampling protocol as other IA technology. No sampling for Nitrogen, TKN, Total N or Nitrate is required. However, field monitoring of pH, Dissolved Oxygen and turbidity are appropriate measures of system function. , Property owners with a Sludgehammer need to have a contract for the life of the system for Operation and Maintenance. For the first two years quarterly inspections are required. Also, an inspection is required anytime there is an alarm event. Alarm events and system failures must be reported to BOH within five days of event. After two years owners, or their representative, can request a reduction in number of yearly inspections, with a minimum of two O+M inspections per year. (Note: A report from the inspector should include the level of ponding in the D-box or leaching field. If the depth of ponding indicates at least 50% of dose storage available, then inspections can be reduced.) �I r a TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date 3 ^ _ Time: In Out Owner OO �/�-- ,� Tenant Address rOD 3 5 w !� \ Address 3 7 3 Com liV6e Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom FacilitiesoprpV2d; — - 4. Water Supply Gem:: 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities ' 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use - 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17.Temporary Housing 18. Driveway Width i 1IIL 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition 1 Number of Bedrooms I Number of Vehicles Allowed (max) Number of Persons Allowed (max) �� c Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here Crocker, Sharon . From: Crocker, Sharon Sent: Monday, March 17, 2014 3:56 PMYe To: 'Iwright@barnstabll sep, tq-ar � aertel@barnstablecounty.org' Cc: Flynn, Judith; M,afk wren Subject: FW: I/A Monitori g- 373 ScudderAve, Hy , /�e- Diane, the owner, also mentioned that she believes she had been $300 for the monitoring for 1 or 2 years. (their records are in Ohio and they are away from their home until May) This fee sounds too small to cover the type of testing. Want to make sure they are testing all that is required for them. Thank you. Sharon -----Original Message----- - From: Crocker,Sharon Sent: Monday, March.f7,_ 02 14�3:49 PM To: 'Iwright@barnstablecounty.org'; 'bbaumgaertel@barnstablecounty.org' Cc: Flynn,Judith; Malkus, Karen Subject: I/A Monitoring-373 Scudder Ave, Hy RE: 373 SCUDDER AVE, HY Hello there, We sent a letter out to owners at above address: Richard & Diane.Mahoney, 9661 Sylvan Lane, Concord, OH 44060 (Phone: Dianne 440-725-0648/ Richard Mahoney 440-725-4216) We received a call back from Diane. She said they had straightened this out already with someone -she believed it was someone at the County in July 2013. The original person who was to monitor the system was Earl Landry. He had become non-responsive to letters and calls. She said they then signed a contract in July 2013 with Jim Holler, PO Box 702, Marstons Mills. MA_02648 phone 508-420-0280. _ - I left a message with Jim Holler to call me. Please let me know if: (1) you-do actually have a signed contact, and (2) have you,received,any test results since July 2013? _ - Thank you. Sharon Crocker Admin. Asst. Town of Barnstable - Health 508-862-4739 1 4 a� AQUATIC ECO-SYSTEMS,INC. 407-886-3939•AquaticEco.com I � 8 Town of Barnstable Barnstable �oFt�r�ti Regulatory Services Department AN-ftI edcaC V * '"`^� Public Health Division 2007 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 2798 March i14 2014 lane ka-h rrey 9661 Sylvan Lane ------ Concord, OH 44060 rK - RE: Operation and Maintenance Contract for the Innovative Septic System installed at 373 Scudder Ave, Hyannis, MA in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system expired on January 1, 2010. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-quide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board.of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. I P:lwaste waterl0&M Itr\373 Scudder Ave Hy 2014#2.doc i ` C n � Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before.the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH �T omas McKean R.S. CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment I Mwaste water\0&M Itr\373 Scudder Ave Hy 2014#2.doc 1 _ LfT_I cF THE r Town of Public U.S.POSTAGE>>PITNEY BOWES o a Please note,;we've moved�� -- ® Hee, BARN LE.e` 200 Main Q MASS. 0 "rEo u+°0 Hyannis, I ' ZIP 02601 $ 006.98 1 ;.� 02 1 YV ; 0001383424FEB. 24. 2014. 0200 2851 2002 I �SEp m j—& Steams&Wheler, LLCSS 1545 lyannough Road Hyannis,MA 02601 (508)362-5680(p)•(508)362-5684(f) - 800.229.5629 www.stearnswheler.com I I • • f Kx 0 .Complete items 1,2,and 3.Also complete A. Signature i item 4 if Restricted Delivery is desired. ❑Agent o Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery c .Attach this card to the back of the mailpiece, I or on the.front if space permits. D. Is delivery address different from item 1? ❑Yes i 1. Article Addressed to: If YES,enter delivery address below: ❑No I I I I I Richard Mahoney i I 373 Scudder Ave I 3. Service Type I Hyannis, MA 02601 ffCertified Mail ❑ Express Mail ❑Registered ❑Return Receipt for Merchandise I ❑ Insured Mail ❑C.O.D. 4.1 Restricted Delivery?(Extra Fee) ❑Yes 12. Article Number 7012 1010 0000 2851 2002 � I \ I (Transfer from service label) /' PS Form 3811. February 2004 _ Domestic Return Receipt 102595-02-M-1540;l Town of Barnstable Barnstable Regulatory Services Department . a i " AMeftCft MSTA Lr Public Health Division �AjEo MPS a`0 - m 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 2002 February 24, 2014 Richard Mahoney 373 Scudder Ave Hyannis, MA 02601 RE: Operation and Maintenance Contract for the Innovative Septic System installed at 373 Scudder Ave, Hyannis, MA in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system expired on January 1, 2010. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we-are writing to instruct you that the Massachusetts Department of' Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. Q`.\SEPTIC\O&M Itr\373 Scudder Ave Hy 2014,doc Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment r QASEPTIC\O&M Itr\373 Scudder Ave Hy 2014.doc Town of Barnstable Barnstable Regulatory Services Department ANAmicaCft HARNSTABLK # NAMPublic Health Division 16 9. a1�� u 2007 ED Mf►t 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 2002 February 24, 2014 Richard Mahoney 373 Scudder Ave ru� a��'� 3/�`��I Cat' Hyannis, MA 02601 " s tJ 3 C RE: Operation and Maintenance Contract for the Innovative Septic System -fP-1.0 installed at 373 Scudder Ave, Hyannis, MA in the Town of Barnstable. .4v�r� ` The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system expired on January 1, 2010. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyheaIth.or.q/ia-systems/ia-owners-quide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. Q:\SEPTIC\0&M Itr\373 Scudder Ave Hy 2014.doc ^i r A Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment Q:\SEPTIC\0&M ltr\373 Scudder Ave Hy 2014.doc of BAp, BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT c C• ' N v x ra BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 Phone: (508) 375-6613 cxvsti BARNSTABLE, MASSACHUSETTS 02630 3 TDD (508) 362-588 June 26th, 2013 Diane Mahoney ,Ce fS 6835 Morley Road Concord, 44077 RE: Operation and h13intenance Contract for the Innovative/Alternative Septic System Installed at 373 Scudder Avenue in the town of Barnstable. Dear Diane Mahoney, Our records indicate that the operation and maintenance contract with Muddy Waters Environmental for your innovative/alternative wastewater treatment system may have expired or cancelled as of 2/31/69. o date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at hftp://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. My department oversees I/A septic system management and compliance efforts for the Bomb f Health 09your�vn.We are authorized by your Board of Health to contact you to inform you of the above requir ent and `td reg6st your compliance. Accordingly, please forward a copy of a signed contract via mail, fax or a-malls:�ithin fift�_(Fn 0 O ays of receipt of this letter. ;l �? For your convenience, I am enclosing a list of wastewater operators we are aware of_that Rio business in dr9ristable County. The firms listed operate multiple types of I/A technologies and are.not associated with 4y particuiN tdc%, logy or vendor. w Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forOrding a copy of a signed contract, l may refer you to the Barnstable Board of Health for further enforcement action.You may be required to appear before the Barnstable Board of Health to show cause as to why you have not maintained the required contract. I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can also- be reached via email at Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter. Sincel:�e C/ 5 �� Lindsey Wright Enclosures: Certified Wastewater Operators List CC: Barnstable Board of Health Certified Mail Number: 70023150000492089431 I C�� h �_ � � s �� .� ems.�� CarmodyTM Service History Page 1 of 1 CarmodyTM Environmental Management Services Oy BARNSTABLE County, Massachusetts- Karen Malkus-2/12/2014 Main Menu Service History Home_ Lo Out How To:All Tutorials Print ServiceWHistory) A I for Passwords Support Phone/Fax Report Tech Problem Property Information Change/Request Form Change Password Property ID BAScu373Slu(Tracking Number) Contractor Upload Carmody Training Links Map Register Event Name Mahoney, Richard File a Service Event Resident: Lantery, Earl How To:File Event Site Address 373 Scudder Avenue Data Resources Hyannis, MA Search/Add Property Service Activity Create a Re ort Service Statistics Create an Excel File Reconcile Addresses No Recorded Service History Statistics Report Audit Reports Split Parcels , Setup Q ❑ Component Flags View Onsite Service History: 1 2 3 All Years Ci Include Inactive Review Questions Send Payment Show All Reports More Applications Service History -All Date Report Entered Gallons Recorded Type °r Comments Date Pumped By , Disposal Serviced Site 1/8/2010 System No service No service event reported 1"iWimio,f 12:00 AM Generated recorded within service schedule: Acid Cnrritttents 1/8/2010 01/07/2008 to 01/0712010. 12:00 AM Notes: No service event was recorded by the system for this flag: Maintenance Contract Total Gallons Pumped=0 This is a privately operated web site. Sponsorship does not constitute an endorsement from any participating regulatory agency. Copyright©2014 Carmody®.All rights reserved. Legal I Privacy http://www.carmody.biz/pump/Service_History.aspx?permit_id=977724 2/12/2014 $�q Of B BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT o f' U y =may BARNSTABLE SUPERIOR COURT HOUSE Phone: (508) 375-6613 '9ss9sry'S 3195 MAIN STREET- P.O. BOX 427 ' FAX (508) 362-2603 BARNSTABLE, MASSACHUSETTS 02630 TDD (508) 362-5885 February 16, 2010 Earl Lantery ' o a� Muddy Waters Environmental 18 Route 6A Sandwich, Ma 02563 o RE: WARNING: service reports to the Barnstable County I/A database are overdue N) rn FINAL NOTICE: Payment of database user fees is overdue since October 2009. Dear Mr. Lantery, ' As you know, Barnstable County Department of Health and Environment manages innovative and alternative septic systems installed in Barnstable County for our local towns, using an internet-based database. The three largest components of work the database performs are the tracking of sampling, inspections, and maintenance contracts for these systems. Collecting this data allows for access to detailed compliance histories for each system,highlighting systems that are missing data,have poor testing results, require inspection, need service, or combination any of a number of conditions at require attention. Board of Health regulations require you, as an operator of UA systems in Barnstable County,to report data for all inspection activities performed to the Barnstable County database. Our records indicate that there are 6 UA systems for which you are the service provider of record that are missing data that you are responsible for reporting to the database. These systems are shown on the enclosed Excel spreadsheet. Please report all missing inspection and sampling reports for these systems to the database by March 15, 2010. You must also continue to report future results in a timely manner. Please be advised that failure to report results as required will result in our referring you to the board of health for enforcement action for-non-compliance with their regulation. Additionally, systems for which reports are missing are considered to be in non-compliance and their owners will be reported to their respective boards of health for enforcement action. Accordingly,please submit the required inspection data to the Barnstable County database as required. r a f e . In addition,you have not paid the$25 per system user fee which was due July 1, 2009. Our records indicated that you owe $125 in user fees. Please be advised that failure to pay these fees as required will result in our terminating your access to the database and referring you to the board of health for enforcement action for non- compliance with their database reporting regulation. If you have any questions I can be reached by phone at(508)375-6625 or via email at srask@barnstblecounty.org. Thank you in advance for your cooperation. Sincerely, 1 Susan Rask I/A Program Manager CC: Bruce Murphy,Yarmouth Health Department Thomas McKean, Barnstable Health Department Glenn Harrington, Mashpee Health Department CERTIFIED MAIL: #'7006 0810 0005 4431 1336 I/A systems assigned to Muddy Waters Environmental,for which reports are not being filed to p database as of 2/15/1 9 0 Trackinq Number Tax Parcel Number First Name Last Name Site Address Site City Site State Site Zip MAS o018Slu Donald Brick 18 Spoondrift Circle MASHPEE MA 02649 BAScu373Slu Richard Mahone 373 Scudder Avenue HYANNIS MA 02601-4300 YAR28881SIu-B Harry Miller 881-Route 28 SOUTH YARMOUTH MA 02664-5208 YAR28881 Pir-A Harry Miller 881 Route 28 SOUTH YARMOUTH MA 02664-5208 MALit018Slu Stuart iNidorff 118 Little Neck Lane IMASHPEE IMA 102649 MAMon265Slu Elizabeth St. Pierre 265 Monomosco Road MASHPEE MA 02649-3915 F I �ofsHe roryy Barnstable Town of Barnstable m� M WWC2ciry > lk► MASS. : Board of Health 9 r1A55. �p 039. �0 ArFD MA1 Al 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi January 4, 2008 Mr. Earl Lantery, Jr., P.E. Advanced Technical Solutions P.O. Box 99 East Sandwich, MA 02537-0099 RE: 373 Scudder Avenue, Hyannis MA A= 288-196 Dear Mr. Lantery, You are granted variances on behalf of your clients, Rlchard and Diane Mahoney, to construct an innovative/alternative sewage disposal system at 373 Scudder Avenue, Hyannis, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 8.5 feet away from the southerly property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 8.2 feet away from the crawl space foundation, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located eight feet away from a catch basin. The variances are granted with the following conditions: (1) The new innovative /alternative system shall be installed within sixty (60 days, before March 1, 2008. (2) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping Lofts, and Q:\WPFILES\LanteryMahoney2OO8.doc k_ / r similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) A 40 milliliter liner shall be installed between the foundation and the soil absorption system.. (4) The innovative/alternative system shall be installed in strict accordance with the design standards of DEP and in accordance with the engineered plans dated October 6, 2008, revised and signed December 18, 2007. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated October 6, 2008, revised and signed on December 18, 2008. (6) The wastewater effluent shall be tested quarterly for the first two years of operation. The effluent shall be monitored for the following parameters: pH, Ammonia, TSS, BOD, Total Nitrogen (TN), Nitrate, and TKN. (7) After two years of satisfactory operation of the innovative/alternative system, the applicant may request a reduction in monitoring frequency, I writing to the Board of Health. (8) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the small size of the parcel. The proposed septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, Wayne Miller, M.D. Chairman Q:\WPFILES\LanteryMahoney2OO8.doc r - + e of Bs� BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT O Z BARNSTABLE COUNTY COMPLEX � 3195 MAIN STREET/PO BOX 427 Phone: (508) 375-6613 ssA � BA RNSTABLE, MA SSACHUSETTS 02630 FAX (508) 362-2603C TDD (508) 362-5885 June 26th, 2013 Diane Mahoney 6835 Morley Road Concord, 44077 RE:.Operation and N13intenance Contract for the Innovative/Alternative Septic System installed at 373 Scudder ' Avenue-in the town of Barnstable. Dear Diane Mahoney, Our records indicate that the operation and maintenance contract with Muddy Waters Environmental for your innovative/alternative wastewater treatment system may have expired or cancelled as of 12/31/69. To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. My department oversees I/A septic system management and compliance efforts for the Board of Health your n. We are authorized by your Board of Health to contact you to inform you of the above requir srjent and Itid reqqst your compliance. Accordingly, please forward a copy of a signed contract via mail,fax or e-mailVithin fift&m (161%ys of receipt of this letter. 0 -n V For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Erarnstable County. The firms listed operate multiple types of I/A technologies and are not associated with a y particuig tec nplogy or vendor. w r Please be advised that if you do not respond within fifteen (1S)days of your receipt of this letter by forfrding a copy of a signed contract, I may refer you to the Barnstable Board of Health for further enforcement action.You may be required to appear before the Barnstable Board of Health to show cause as to why you have not maintained the required contract. I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter. Sincer A Lindsey Wnght Enclosures: Certified Wastewater Operators List CC: Barnstable Board of Health Certified Mail Number: 70023150000492089431 y SludgeHammer ABG I O&M Maintenance Report Installation Date i I: Residence of=> Authorized Service Provider Location , 4 Inspected by Address Phone'Number e-mail GPS Lat&Lon System ID date Si nature Phone Number Contract Status/Expiration E-mail Field,Monitoring-system Enspection'; ,;, ,L;;, „z•System ID ;; z ,,-". ° .M Data log last report Current time if not flashing or today's time Level Inches above sensor at time of inspection Low Average Hourly Level In last 24 hours Temperature Now If not flashing or last record Last Do4load Toda's time and'date Aeration S stem ti Air pressure sensor and light OK Aeration Pattern Check One and Comment Fine even pattern Coarse large bubbles Low Volume fine bubbles Less than normal-H25 Odor No air-septic odor conditions Odor Clean Pirana Odor Aerobic H2S Odor Septic Odor Microbial Generator Good Healthy Tan Population Appearance Gray color bag s.; r Black bag BPIicture,t�kE�iafort Black No bacteria on bag or stick' Nitrate level mg/I Micro Replacement ID Number Water level In tank normal Outlet flushed/cleaned Clean and free draining Even flow split Flow split adjusted how? Other.F,iold Condltlon's Trench or Pit.I depth in inches.. Trench or Pit 2 depth in inches Trench or Pit 3 depth in Inches Page 1 of 2 Crocker, Sharpn; From: Magda Loret[mloret@gsatlaw.com] Sent: Thursday, August 04, 2011 9:36 AM To: Crocker, Sharon Subject:`FW: Mahoney Water use Calculations Sharon: Here's the Tom McKean email to Craig Short. Thanks, Magdalena A. Loret, Esq. Quinlan &Sadowski, P.C. 11 Vanderbilt Ave., Suite 250 Norwood, MA 02062 Tel: 781-440-9909 Fax: 781-440-9979 emai: mloret@qsatlaw.com From: Craig Short [mailto:crspe_ma@hotmail.com] Sent: Wednesday, August 03, 2011 6:22 PM To: Magda Loret Subject: FW: Mahoney Water use Calculations > Subject: RE: Mahoney Water use Calculations >;.,Date: Wed, 1 Aug 2007 09:07:50 -0400 > From: Thomas.McKean@town.barnstable.ma.us > To: crspe_ma@hotmail.com > Hi Craig, > Yes I did review he information. The over-usage appeared to be for a > short period of time, for approximately 20 days, which occurred little > more than one year ago. This over-usage may have caused solids to > travel into the d-box and/or SAS sections of the system according to > Brian Dudley. I suggest that you call Brian Dudley of DEP for his > opinion on this matter. His telephone number is (508) 771-6047. > The sand was placed there at my suggestion, as a temporary measure. > Sincerely, Thomas McKean y ; -----Original Message----- From: Craig Short [mailto:crspe_ma@hotmail.com] > Sent: Tuesday, July 31, 2007 10:36 AM To: McKean, Thomas > Subject: Mahoney Water use Calculations Hi Tom, > Craig was wondering if you had the opportunity to look over the water 8/4/2011 Page 2 of 2 > use > information for 373 Scudder Avenue, Hyannis, (Mahoney Property) that he > left for you last week. > If you have looked it over, what are your thoughts and/or remarks. > Craig did drive past the property last week and he noticed that someone > has > created a "moat" with sand around the Septic Wall. He has taken a > picture > of it. > Any questions, please lest us know. > Craig R. Short, P.E. or 'S I 8/4/2011 f the ra Town of Barnstable 4 - QAANSTAE3LE, "ASS. i639 a Public Health Division vo° `gym ATF0 MAt A' 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 INVOICE: # 373 ScudderAvecopies DATE: August 2, 2011 TO: Magdalena Loret, Esquire RE: Mahoney, Plaintiff, Vs Short &Robinson Quinlan& Sadowski, P.C. Property: 373 Scudder Avenue, Hyannis Attorneys At Law 11 Vanderbilt Avenue, Suite# 250 Norwood, MA 02062-5056 Dear Attorney Loret: The expenses for the file copies of 373 Scudder Avenue, Hyannis, express mailed on 8/02/11 are: ITEM RATE COST 8 Copies Std 8 t/2 x 11 $ 0.20 1.60 1 Copy Larger size $ 0.40 0.40 1 copy of Plan 3.00 Postage—Express Mail 13.25 Certified Copies 10.00 1 hour Labor $ 19.15/hr $ 19.15 TOTAL INVOICE $ 37.40 AMOUNT DUE $ 37.40 PAYABLE TO: TOWN OF BARNSTABLE Thank you. Sincerely, Sharon Crocker Keeper of the Records Q:\Legal\Let-INVOICE c6pies for 373 Scudder Ave Hy Aug201 Ldoc I P�OFZHE Tp�� Town of Barnstable Regulatory Services Barnstable BARN* MSS. a Thomas F. Geiler,Director Al-America City 9 1639. ,mom Public Health Division 11111-1 �ArED MA'S A Thomas McKean,Director ,00, 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 f August 5, 2011 Magdalena A. Loret, Esq. Qinlan & Sadowski, P.C. Attorneys At Law 11 Vanderbilt Avenue, Suite#250 Norwood, MA 02062-5056 To Whom It May Concern: I, Sharon Crocker, certify that the attached paper pertaining to 373 Scudder Avenue, Hyannis, MA, is a true copy of our records of the Public Health Division, Town of Barnstable. I have marked the copy with our"Health" stamp. 1) Soil Suitability Assessment for Sewage Disposal Date Scheduled 12/04/2003 P# 10,618. 9 Date: August 5, 2011 Signature—Sharon Crocker Keeper of the Records Public Health Division Town of Barnstable Town of Barnstable P# �p THE.Tp� Department of Regulatory Services HAHNsrAHM = Public Health Division Date y MASS. 059. 200 Main Street,Hyannis MA 02601 PTfD MAC A Date Scheduled 12JI1 ,60 Time Fee Pd. /07) Soil Suitability Assessment for Sewage Disposal Performed By: C '�'a r S /�• 'S�/4n�� Witnessed By: (M`/`� •�• LOCATION& GENERAL INFORMATION Location Address !�3 7� 3 SC"A Ac• Owner's Name ne� /]"'y�:►�l;J..,:..- . ,, Address Assessor's Map/Parccl: 2119 g O 9— I Q/ Engineer's Name C r•A F g �.S�a.. , NEW CONSTRUCTION l� REPAIR Telephone# Land Use /_V'oe- .y 7'/o091- Slopes(%) / Surface Stones ti o r Distances from: Open Water Body /bm -eft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line /2 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) G S, Z7 ' ^� M l`' vtf V X room g Q a w Et uc/C� Seri c ` :13ARNSTABLE M 'Y Z EVE®ry J . h JAN 2004 TOWN OHEAEPT. Parent material(geologic) Depth to Bedrock / 4D t / Depth to Groundwater: Standing Water in Hole: 4 Weeping from Pit Face Estimated Seasonal High Groundwater 3, g i' DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: V S 4`S 01 Depth Observed standing in obs.hole: 7- in. Depth to soil mottles: in. Depth to weeping from side of o s.hole: in. Groundwater Adjustment 2./ / ft. Index Well#M/WZ?Reading Date: r '(m Index Well level JM/w 2 9 Adj.factor 17,8 Adj.Groundwater Level_a. Z--74e 43. PERCOLATION TEST Date a /d ; o Observation Hole# / Time at 9" Depth of Perc Time at 6" Start Pre-soak Time a Time(9"-6") End Pre-soak s Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation,Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole# ! Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel 34' F.�4 �.v,t) b DEEP OBSERVATION HOLE LOG , -Hole# Depth from Soil`Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv:%Gravel) DEEP OBSERVATION HOLE LOG Tjole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) r, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon SSoil Texture Soil Color Soil Other Since(in.) A (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Gr's Consistency.0/.Gravel) a.a,. I . Flood Insurance Rate Man: Above500 year flood boundary No-'X Yes 1Jithin 500 year boundary No _ Yes_A Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yJ� -s If not,what is the depth of naturally occurring pervious material? Certification I certify that on A/O�/ �4 (date)I have passed the soil evaluator examination approved by the Department of Enviromnental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR.15.017. O Signature Date Q:H EALTH/W P/PERCFORM AEX�h/RESS Customer Copy Label 11-B, March 2004. II II II I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII UNITED5TATESPOSTALSERVICEO` Post OfficeTo Addressee. IIIIIIIIII t EB 458868232 US • 1y y Delivery Attempt .Time �AM Employee Signature • • • Mo. Day ❑PM PO ZIP Code Day of Delivery Postage Delivery Attempt - Time ElAM Employee Signature - V ❑Next ❑ �4d ❑ -1.Day `. `J � Mo Day ❑PM SS ScheduledtDWt Deli cry Return-!c51:Fee _ Delivery Date Time ❑AM Employee Signature Dtae Accep'd t I - - ((t(� j Mohth I ay $ Mo. Day ❑PM o Ddy Nea Scheduled Time of Delivery COD Fee Insurance;F�,i • • Time Acc pt4d r hI/�` ! PAYMENT BY ACCOUNT' ❑WAVER OF SIGNATURE(Domestic Mat Only) 10 AM uj[+�n ❑3 PM � f Express Mail Corporate Acct.No. Additional merohandise Insurance is vold A€ / y customer requests waiver of signature M'rtary. Total Postage&Fees - _ rl wish delivery to'be made without obtaining signature, ' `yf �,pryt .� ?of.addressee or addressee's agent(if delivery employee ,-.-•� Federal Agency Acct.No.or +judges that.article canbe left in secure location)and 1 Flat Rate El or Weight ❑2nd Day ❑3rd Day $ Postal Service Acct.No. authorise that delivery employee's signature constitutes Int'I Alpha Country Code- Acceptance Emp.Initials 3 valid proof of delivery r lbs. ozs. NO DELIVERY' Q" I^j� .❑Weekend - Holida ❑ Mailer.Signature. FROM:(PLEASE PRINT) .PHONE( ,0 L; � � TO:(PLEASE PRINT) PHONE ( Y�gI( 41 /Jqq 05?,05 �3N OF �ZWS7t6& G�c� �t.Ait� . - .SADI okI ,- Ito© '41V 44, A/1 rV,/V'r:s !'!�f Grw�, (,o O f d �•t� � / ZIP♦4(U.S.ADDRESSES ONLY.D{��0—(N/�Ot�TUSE FOR FOREIIG.N POSTAL CODES.) FOR PICKUP OR TRACKING Fa� L4Fol [�J Liiii[61 �Iij FOW RXAWNALZESIrllt ONS,WRRE COUpa nr NAME BELOW. visit • •all — --- 11ENS s. .r; r Service Guarantee:Express Mail international mailings are not covered by this service agreement Military shipments delayed.due to customs inspections are also excluded. If the shipment is mailed at a designated USPS Express Mail facility on or before the specified deposit flee for Overnight or second delibery.day delivery to the;addressee;delivery to the addressee or agent will be attempted before the applicable guaranteed time.Signature of the addressee's"agent or delivery employee is required upon delivery Its delivery attempt is not made by the guaranteed time and the mailer files a claim for a refund,the USPS will refund the postage,unless the'delaywas,caused by:proper detention for law enforcement purposes; strike or work stoppage; late deposit of shipment,forwarding, return, incorrect address .r incorrect ZIP code;delay or cancellation of flights; governmental action beyond the control of the Postal Service or air carriers;war,insurrection,or civil disturbance;breakdowns of a substantial portion of the USPS transportation network resulting from events or factors outside the control of the Postal Service or acts of God. _ i A notice is left for the addressee when an item cannot be delivered on a first attempt.If the item cannot be delivered on the second attempt and is not claimed by the addressee within five days of the second attempt,it will be returned to sender at no additional postage. Please consult your local Express Mail directory for noon and 3 p.m.delivery areas and for information on international and military Express Mail services.See the Domestic Mail Manual for details. Insurance Coverage:Insurance is provided only in accordance with postal regulations in the Domestic Mail Manual(DMM)and,for international shipments,the International Mail Manual(IMM).The DMM and IMM set forth the specific types of losses that are covered,the limitations on coverage,terms of insurance,conditions of payment,and adjudication procedures.Copies of the DMM and IMM are available for inspection at any post office and online at pe.usps.gov.If copies are not available and information on Express Mail insurance is requested,please contact postmaster prior to mailing.The DMM and IMM consist of federal regulations,and USPS personnel are NOT authorized to change or waive these regulations or grant exceptions.Limitations prescribed in the DMM and IMM provide,in part,that: • The contents of Express Mail shipments defined by postal regulations as merchandise are insured against loss,damage,or rifling.Coverage'up to$100 per shipment is included at no additional charge.Additional merchandise insurance up to$5,000 per shipment may be purchased for an additional fee;however,additional insurance is void if waiver of the addressee's signature is requested. • Coverage extends to the actual value of the contents at the time of mailing or the cost of repairs,not to exceed the limit fixed for the insurance coverage obtained. • Items defined,by postal regulations as"negotiable items"(items that can be converted to cash without resort to forgery),currency,or bullion are insured up to a maximum of$15 per shipment.. • For international Express Mail shipments,insurance coverage may vary by country and may not be available to some;countries.Indemnity is not paid for items containing coins,banknotes,currency notes(paper money);securities of any kind payable to the bearer;travelers checks;platinum,-.gold;and'silver(manufactured or not);precious stones,jewelry,and other valuable or prohibited articles. \ ♦ "' t " • Itemsdefined bypostal indemnity regulations as"Aonnegotikle�clocurrients`,are insured against loss,damage,or rifling upto$100pershipment for document reconstruction, subject to additional limitations for multiple pieces lost or damaged in a single catastrophic occurrence.Document reconstruction insurance provides reimbursement for the reasonable costs incurred in reconstructing duplicates of nonnegotiable documents mailed.Document reconstruction insurance coverage above$100 per shipment is NOT available,and attempts to purchase additional document insurance-are void. ` r • No coverage is provided for consequential losses due to loss,damage;or delay of Express Mail,or for concealed damage,spoilage of perishable items,and articles improperly packaged or too,fragile to withstand normal•handling'in the mail.A V it ` COVERAGE,TERMS AND LIMITATIONS ARE SUBJECT TO CHANGE.Please consult Domestic Mail Manual and International Mail Manual,both of which are available at pe.usps.gov;for additional limitations and terms of coverage. ., ' f't °' % } Claims:Original customer receipt of the Express mail label must be presented when filing an indemnity claim and/or for a postage refund. 1. All claims for delay,loss,damage,or rifling must bemade within 90 days of the date of mailing;for international,call 1-800-222-1811. • ram'. '. C° I t_ �) `�,} «;,e• � X 2.%Claim forms may be obtained and filed at any post office. 3. To file a claim for damage,the article,container,and packaging must be presented to the USPS for inspection.To file a claim for loss of contents,the container and packaging must be presented to the USPS for inspection.PLEASE DO NOT REMAIL.THANK YOU FOR CHOOSING EXPRESS MAIL. QUINLAN& SADO W SKI,P.C. ATTORNEYS AT LAW 1 I Vanderbilt Avenue Suite 250 Norwood, MA 02062-5056 TELEPHONE(781)440-9909 FAX(781.)440-9979 E-MAIL: n-Aloret@gsatlaw.com www. satlaw.coIn FACSIMILE COVER SKEET DATE: August 2,2011 TIME: 11.00 a.m. TO: Ms. Sharon Crocker FAX#t:(508)790-6304 Deeper of'the Records Barnstable Board of Health I"ROM: Magdalena A, Loret,Esq. RE: 'Mahoney vs. Short&Robinson C.A.No.08-0306-A,Barnstable Superior Court MESSAGFJCOlU MENTS/1NSTRtJCTIONS: Dear Ms, Crocker: Thank you for taking the time to assist me with regard to the above-referznced niattor. attached please find the;documents that need certification for Monday's trial: 1) Variance grant dated 12/6/04 2) Certificate of Compliance dated 6/1/05 ;) Installer&Designer Certification Form dated 6/2/05 4) Septic System flan dated 1/20/04,revised 9/20/04 Please bill my office accordingly. Thank you again. Sincerely, Magdalena A.Loret k>ktic:l:>k4-**s ::k **qc******-*$**#****q;**l:******** *8c:k�::kk##Rik:F*�# #KFFakl: We are sending a total of( p4ges,including this cover sheet. 1f you do not receivo all of these pager or it there is any difficulty in transmission,please call (791)440-9909 and ask for Magda. THIS MESSAGE IS INTENDED ONLYFOR THE USE OF THE INDIVIDUAL,TO Wliom � IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL,AND EXEMPT F110M DISCLOSURE UNDER APPLICA BLE LAW. IF r` f THE READER OF THIS MESSAGE IS NOT THE UNTENDED RECIPIENT OR THE RMPLOYEF OR AGENT RESPONSIBLE FOR DELIVERING THE MESSAGE TO THE TNTE'NDED RECIPIENT,YOU ARE HEREMY NOTIFIED THAT ANY DISSE tNATION, D:[STRIBU"I'lON, OR COPYING OF THIS COh Nf(JNICAT.ION IS STIUCTLY PROHIBITED. IF YOU HAVE RECEIVED THUS COMMCJNICATION IN ERROR PLEASE NOTIFY US 1MMEDWELY BY TELEPHONE AND RF C.Tky THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE UNITED STATES POSTAL SERVICE. THANK YOU. Commonwealth of Massachusetts County of ]B OX 15t- f p(t On this_2 day of U.5+ , 20 II before me, Christine P. Ade;the undersigned Notary Public personally appeared wl proved to me through satisfactory evidence of identification, which was/were (k,( QJMqL, to be the person whose name is signed on the preceding or attached docum nt, and acknowledged to me that he/she signed it voluntarily for its stated purpose(s). (as partner for a partnership) (as for, a corporation) (as attorney in fact for , the principal) (as for —a/the ). ,. Christine P. Ade cowameft� BUC W CQnr AWW E*w it (seal) Signature of Notary My commission expires Jc Z(D/ 20/7 t ��FtHE Tow Town of Barnstable P ti Regulatory Services Barnstable + saxx S. A&America City a Thomas F. Geiler, Director 9g, 1639. ,mom Public Health Division Thomas McKean,Director 2007 2.00 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 August 3, 2011 Magdalena A. Loret, Esq. Qinlan & Sadowski, P.C. Attorneys At Law . 11 Vanderbilt Avenue, Suite#250 Norwood, MA 02062-5056 To Whom It May Concern: I, Sharon Crocker, certify that the attached papers pertaining to 373 Scudder Avenue, Hyannis, MA, are true copies of our records of the Public Health Division, Town of Barnstable. I have marked each copy with our"Health" stamp. 1) Letter dated 12/06/04 stating variances granted. 2) Disposal System Construction Permit with its Certificate of Compliance dated 6/01/05. 3) Septic System Plan dated 1/20/04, revised 9/20/04. 4) Installer&Designer Certification Form dated 06/02/2005. 5) Diagram and As-Built Card showing location. Date: August 3, 2011 Signature—Sharon Crocker Keeper of the Records Public Health Division Town of Barnstable TON OF BAR.'aYTA0+d I fz"G -3 r = H 21 Town of Barnstable Board of Health-.//G�.- 1k 200 Main Street,Hyannis office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufinan,MSPH Wayne Miller,M.D. December 6, 2004 Mr. Craig R. Short, P.E. P.O. Box 1044 So. Dennis, MA 02660 u Dear Mr. Short, You are granted variances on behalf of your clients, Richard and Diane Mahoney, to construct an onsite sewage disposal system at 373 Scudder Avenue, Hyannis, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 25.5 feet away from a drain leading to a wetland, in lieu of the fifty (50) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 5 feet away from a breakout barrier wall, in lieu of the ten (10) feet minimum setback required. PART VIII, SECTION 1.00: The soil absorption system will be located 25.5 feet away from a drain leading to a wetland, in lieu of the 100 feet minimum setback required. PART Vlll, SECTION 1.00: The septic tank/pump chamber unit will be located 33 feet away from a drain leading to a wetland, in lieu of the 100 feet minimum setback required. PART Vill, SECTION 1.00: The septic tank will be located 76 feet away from a drain leading to a wetland, in lieu of the 100 feet minimum setback required. ShortSheehyVariance The variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The sewage pipe must be sleeved with a 6" PVC pipe where it crosses the water line. (3) The septic system shall be installed in strict accordance with the engineered plans dated revised September 20, 2004. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised September 20, 2004. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the very small size of the parcel and due to the location of a drain which leads to wetlands. The proposed septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sinc ely your , Way Miller,R.D. Chai an Z ' II ShortSheehyVariance '��JEC.T DESCRIPTION: GONC�.ETE ,3lzca,� ovT ,car-�rz�2i�2 L DESIGN: MINIMUM CONCRETE STRENGTH Fy = 3,000 PSI MINIMUM STEEL STRENGTH Fb = 60,000 PSI ALL CONNECTION & SPLICES TO BE TIED PER CODE ARCHITECHTURAL VENEER: RE—BAR ALL AROUND STOCKADE FENCE, LATTICE, STUCCO, OR SHRUBS TOP WITH 3' OVERLAPS 12" ELEV � o�.SO ,�,�.✓. ELEV io3,7 6., I w 3" MIN. z 4 RE—BARS @ 18" O.C. RE—BARS @ 9" O.C. w - � `� ASPHALT COAT & DOUBLE 1 " 6 MIL POLY SEALANT � �' S ELEV 9, 2 2 SWALE 18" ELEV 94. �' —7 IL k,,,�, MIN. REBARS © 18 O.C. ELEV 98 •zs �� 8 jG LONG MINA RE—BARS 12" ELEV 97' AS SHOWN TO BE -PLACED ON VIRGIN ELEV 9S S WATER (ADJUST) �Z„ OR COMPACTED SAND ELEV 93.7 WATER (OBSERVED)I SEE SHEET-I OF 2.=� OR? INSPECTION=`SCHEDU-LE - CROSS SEC TION > V r Member ASCE - FOR: D /C.� w� Fl /yC"--� Y I CRAIG R. SHORT, P.E. Focus: 3 73 P.O. BOX 1044 SOUTH DENNIS, MA 02660 - TOWN: l.3�,��S 7-151 Professional Civil Engineer 0 Soil Evaluator ` Licensed Construction Supervisor 0 Septic Inspector DATE Z o O5f FILE / 9 8 Septic 0 Site 0 Piers ° Structures House Designs Office: (508) 398-8311 Fax: (508) 398-3063 (�J �/ z�� SHEET z OF -- CRAIG R.. SHORT, P . E . 235 Great Western Road Telephone(508)398-8311 P.O. Box1044 Fax (508)398-3063 South Dennis, MA 02660 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL& BUILDING DESIGNS TO ALL INSTALLERS MINIMUM INSPECTION OF SYSTEM ,BREAK-OUT WALL&PUMP INSTALLATION CLIENT: D / c E N O ��y FILE# / - 9 9 8 PROJECT ADDRESS: 3 7 3 S5 .C3 A �2 ti1 s Ti9.Q L� i'yl.4SS DATE: MINIMUM CONSTR UCTION INSPECTION SCHEDULE: Any Time Problems or Questions Arise 1. Stake out of concrete wall ?. Witness installation of septic tank &placement of seam seal on pump chamber ;. Inspection of removal of unsuitable material prior to placing new.sand 4. Inspection of reinforcing steel in footing prior to pouring of concrete - O 5. Inspection of reii?forcing steel in wall prior to placing panels 6. Inspection of asphalt and vinyl barrier prior to placement of sand 7. Inspection of Soil Absorption System 8. Witness of Pump Test by contractor 9. Inspection and measurements of system,prior to backfll I 1.0. "As-Built" Plan and Certification Letter.to the Barnstable Board of Health NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN I ` I ENGINEER 48 HOURS PRIOR TO EACH INSPECTION PAGE 1 OF 2 Lpuej �� CRAIG R. SHORT, P.E. 235 Great Western Road Telephone(508)398-8311 P.O. Box 1044 Fax(508)398-3063 South Dennis, MA 02660 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING October 26,2004 Tom McKean,Health Director Barnstable Health Department 200 Main Street Hy ,annis MA 02601 RE: 373 Scudder Avenue,Hyannis,MA CRS File# 1-998 Dear Tom, Enclosed herewith is a copy of the Certificate of Inspection from the Building Department for the referenced site. Please note that the certification is for multi-family use group R2 for 4 units and is valid until 06/09/05. The 4t'unit is the only unit on the second floor and is the only one that has two bedrooms. nts and that the contain 5 bedrooms. these are legal apartments Y In my opinion,this indicates that tti g r Therefore,I believe it is appropriate to provide a 5 bedroom capacity septic system as designed. If you have any questions,please contact me prior to the 11/16/04 Board of Health Hearing. Sincerely, Craig R. Short,P.E. - a- Enc. - r cc: Dick Mahoney i NJ I No. t- — b�v F41 00 .00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:1� ' Yes f PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS ZIp prica.tion for Mi5 po5al *pgtem Cotts�truction Permit Application for a Permit to Construct( _ )Repair(X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 4 4 0—3 5 7—1 5 5 8 A,,,JO7,&.§Faader Ave, Hyannis Dick Mahoney 288/196 6835 Morley Rd, Concord OH 44077 Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—8 31 1 Wm E Robinson Sr Septic Service Craig Short PO Box 1089 Centerville PO Box 1044 S. Dennis Type of Building: Dwelling No.of Bedrooms 5 Lot Size sq.ft. Garbage Grinder(no) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title DESIGNING ENGINEER MUST SUPERVISE Size of Septic Tank Type of MMLLATION AND CERTIFY IN WRITING Description of Soil THE SYSTEM WAS INSTALLED IN STRICT Nature of Repairs or Alterations(Answer when applicable) Install a heavy duty septic system with pump station to plans of Craig Short, #1 -998. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certifi- cate of Compliance has been issued by this Card of Hth. Signed Date Application Approved by -1 Date Application Disapproved for the following reasons Permit No. �Wjl) lik Date Issued (a —;2/ THE COMMONWEALTH OF MASSACHUSETTS ° Mahoney BARNSTABLE, MASSACHUSETTS Certificate of Compliance 'y THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )R p X)Upgraded Abandoned( )by Will E Robinson Sr Septic Service _ at 373 Scudder Ave, Hyannis has been on trtictedinccordce with the provisions fitle 5 and the for Disposal System Construction Permit No.2u u 1/- dated Installer �t n.ECtn Designer Q IN r� The issuance of this pe shall not be construed as a guarantee that{�e syst �_ i_tb�n as desigtied. Date ��105 Inspector No. V d y" O U Fei 1 O 0"Q1_ Mahoney THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS Migooal *potem Con0truction Permit Permission is hereby granted to Construct( )Repair( X)Upgrade,( )Abandon( ) System located at — 373 Scudder Aire, u4rtr4lrg 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 mu t be completed within three years of the date of�s per�j(t Date: Approved by =�� )..IA- ��C i Town of Barnstable LE °F *ati Regulatory Services °-^ Thomas F. Geiler,Director nn� ; !t.; i ; p.H r-. pB M$ Public Health Division q'ptEp r3,,,9Ar�� Thomas McKean,Director _ 2o0 Main Street,Hyannis,MA-02601 Fax: 508-790-6304 Office: 508-862-4644 Installer &Designer Certification Form �' o Date: -�_ o Craig Short Installer: Wm E Robinso r Sepc Designer: uServiGe Address: PO Box 1089 Address: PO Box 1.044 w S. Dennis Centerville Wm E Robinson Sr Sept*gs issued a permit to install a: On (date) (installer) ery i c e septic system at. 373 .S' dder_.,Ave, Hyannis. - ...based on design drawn-by (address) Craict Short — dated 09-20-04 (revl- (designer) �I certify that the septic system referenced approved changes assuch as lateralinstalled substantially according to relocation of the the design, which may include minor app distribution box and/or septic tank. major P I certify that the septic system referenced abGve�wasert al elo ati n of any c companges onent greater than 10' lateral relocatidn of the SAS y of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. rk1�tr~(, �? w ` Staller'S Signature) " / SHORT r .. ' �y yV"\ No. 2; ... - e� ° p Here). (Des' er's Signature) ( �L PLEASE RETURN TO BARNSTABLE.PTUr B TH THIS FO ANDAAs OF COMPLIANCE yy NOT BE ISSUED UN BUILT CARD ARE RT;' TVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/septic/Designer Certification Form ACT DESCRIPTION: _-j cl' PU M p +M��, � r w 4"Pvc Se H. 4c eo. IV z' Pvc AD 17 -2�I 3D 20�9 Pie ass u 2.0 4� J� A S /1 L 9 7 7v \ / U A. -- u -gl _gC/ .._ice CL. 29 La fj,L... -3`, S00 GAL co C. 7 2�ivG H To�_e.!c_ .v nr a_ Tl_o_•v... s.5'VM,E.z. . .EG E'V._ o 6,a 4. 7`16 _ — -� .....__.... .._ 9 O T — L3.ST_4M ' it ,r �3.oTr-o•yr-- �'` S-.A._-_5._-...__ .. / a /..4_l. ) /01. o C7K Member ASCE y. r FOR: C7 / C % M 1}01VE �� CF CRAIG R. SHORT, P.E. y '.:.H� gas\; r f-1 F - - P.O. BOX 1044 �;�,. - OR'iG LOCUS. 373 S.CVDD, Z y ,� SOUTH DENNIS, MA 02660 =�/ SH RT �r TOWN: Jr-f Professional Civil Engineer 0 Soil. Evaluator I CIVIL N SAfzNSTAFj,CE / A Licensed Construction Supervisor 0 Septic Inspector `i No. 2743' Septic 0 Site 0 Piers 0 Structures 0 House Designs f h"C• n. ° DATE: G1g/a� FILE g 8 Office: (508) 398-8311 Fax: (508) 398-3063 t SHEET / OF TOWN OF BARNSTABLE — �- LOCATION 373 SC✓Jjr A- c. SEWAGE # ``' ' C �;; ;;� CD VILLAGE 'I n s ASSESSOR'S MAP &LOT w INSTALLER'S NAME&PHONE NO.Wen. - Ra c ' 77 SEPTIC TANK CAPACITY C�a(�onJ - fro Co�((ort P�r+^P Cent a LEACHING FACILITY: (type),yX� G<<11aA br4ewd 3 (size) � �y�xa slo,rs�rf ,w NO. OF BEDROOMS ' BUILDER OR OWNER Mat'on e y = J - PERMITDATE: �!/o`r `~ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility a 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 05(,S r t7 � �roti fi 0 H005E7 � I 06 04 r D & v ; 7 ta' 7 35 -i •�t ENVILku* RONMENTAL INC 18 Route 6A • Sandwich, MA 02563 July 17, 2008 Project Name: 373.Scudder_.Ave., Hy_annisport0 Date Tested: 07/17/08 Sample Type: D Box Grab Sample Parameter Units Test Results pH 5 W _ r. Turbidity Dissolved Oxygen . . '.7 ....,:.** Dissolved Oxygen is low due to disconnected air supply, which is now reconnected. James Holler Director of Operations r' U o 7 co r OfficeTelephone: 508-888-6021 info@ mwenvironmental.com • www.mwenvironmental.com 1 I FORM30 &W HOBBSB WARREN TM THE COMMONWEALTH OF MASSACHUSETTS BOARD HEA T CIT /TOWN 4 W D PARTMENT ADDRESS G1M yve JAW 373 AV e-, .TELEPHONE Address Occupan Floor Apartment No. No.of Occupants No.of Habitable Rooms._No.Sleeping Rooms No.dwelling or rooming units No.StAries Name and address of owner_ arks Reg. Vio. YARD Out B d s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Ste s,Stairs, Porches: Dual Egress:and Obst'n.: 1.4 ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains.- Walls.- Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin : STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom 1 ., Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: StaCks, Flues V_ents,Safeties.- Kitchen Facilities nD UOV4- Stove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin, Shower or Tub.- Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLLATIONS HECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(See Over) "THIS INSPECTION Rg OR -IS SIGNED AND CERTIFIED UNDER TH PAINS AND PENALTIES OBE INSPECTOR TITLE ` DATE TIME t (Vit- A.M. THE NEXT SCHEDULED REINSPECTION - P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health,or safety and well-being of a person or persons occupying the premises.This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter 11, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof,foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. �' r dRAIG' R. SHORT, P.E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING January 8,2008 Mr.Thomas A.McKean,Director Barnstable Board of Health Barnstable Town Hall Annex 200 Main Street Hyannis,MA 02601 RE: Variance request at-373 Scudder Avenue,Hyannis,MA APN: Map 288,Pc. 196 Dear Mr.McKean: In response to the variance request and hearing held December 18,2007 concerning the above referenced property,I would like to make clear that the building is a multi-family structure(see photos#1 through#37 attached). ; 4 r-; Although I know that the bedroom capacity,(5)five in this case is controlling,please Mote thatthere are also(4)four kitchens(one in each unit). co During the hearing there was reference made to submissions made by the Attorney's ice on behalf of the owners and that Mr.Lantery would be submitting a"modified"plan for ~ appro�4 showing that this new design is for a(5)five bedroom(four unit)multi-family rental,no a single family dwelling,as his plan showed during the hearing. - r- I would like to obtain copies of these documents, if possible,once you receive them. Sincerely, ` kr ' Craig R. Short,P.E. w b i d� y ;tr 1 ut lift WIN ' t `j caMm ' E p f" ti 'i s E 1 t� III I, :. i ti d o Y I o I t L' Lac 1 If v t _ i t"I i 11lla�18111118111 ��11 .k IL 07 OAS f 1 � i' ls:s: Ci _ r�a 4 a r" 1 I A jF/ �r°Ft .• .`y-Y w.urrwar�'►surrrirWirri..®.r:s:;,�y{', 5 f A R�, ... r r ^c 'T—— � 1 n •i 1 _ �nr cQ i � � � 1 t fl++ � �1 " '4 G a_, f , ," �i�� .r � �'s *�" � �; �r t�'.,� t ;� Dunning,Kirrane,McNichols&Garner,L.L.P. Counselors At Law Route 28,Post Office Box'560 Mashpee,Ma 02649 a �a 2_Article Number _ mcOlVIPLETE THIS SECTIONON DELIVERY, A Received by(Please Print Clearly) 8. Oete o D livery C. SigRt7.'6X /► X V(�' ❑Addressee 7160 3901 9849 1450 4056 D. Is.delivery address differebt from Rem 1? ❑Yes If YES,enter delivery address below: ❑No 3. Service Type CERTIFIED MAIL' 4._Restricted Delivery?(Extra Fee) DYes. 1. Article Addressed to:, Dorothy Sullivan Reference Information i 13 Smith Street Hyannis,MA 02601 Mahoney -373 Scudder Avenue CJK/mpk gi ?ii i I H 11 1 }] } }1 I)l 1}111i j}3 }}} 1i1 }11}}}I}}!!I t111iii t,i f + t= 'PS Form 3811,January=2005A-f—H,- — Domestic Return Receipt I 'I First Clash UNITED STATES POSTAL SERVICE s Paid APE' wr ltt .G10 0 PRINT YOUR NAME, ADDRESS AND.,4 ,41, DUNNING & KIRRANE LLP PO BOX 560 MASHPEE MA 02649-0560 7160 3901 9849 1450 4056 To: Dorothy Sullivan 13 Smith Street Hyannis,MA 02601 Kirrane,Esq� L.L.P. , ' Christopher r ichols Garner, �� Dunning,I{irrane,McN Box 560 SENDS• P.�' A o2649 - �N[ashp0e�M — REFERENC54ahoney-373 Scudder Avenue y PS Form 3800Jwwm 2005 RETURN Postage 041 I RECEIPT SERVICE Certified Fee 9, 65I Return Receipt Fee, I Restricted Delivery Total Postage✓£Fees QE N US Postal Service POS OR DATE Receipt for DEC 12 2007 Certified Mail No Insurance Coverage Provided +r/$QS, Do Not Use for International Mail AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS , POSTAGE,CERTIFIED FEE,RETURN RECEIPT FEE AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across pert. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address,date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece, and slide the edge of the receipt to the gummed edge of adhesive.This will hold the receipt in place to present to your mailcenter,or post office service window.(SEE ILLUSTRATION) (Form 3M) 9 94%041 709 10r n . 1.JB....W111J DM4 D.Dos le9el Segnr rtatlnB Ywgr Wen Postal solutions.Inc axxBa auclnece Perk Da.,aTE 107 Temcub.CA B25B0-0113 4®OOk Your Main Wme =O= 123 Mein 6bee11264,9 CRY,B ,� �nm�a �r p1UN111�RI30UF91m IW..kW,.Ww..dIlWd , DeAd D.Doe Legal Segment Marketing Manager Wei x Postal Sol utiona,Inc 43234 Business Park DR.,STE 107 Tern-la,CA 92590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry. .................................................................................................................. .u. ..: 2. Article Number COMPILdWS'ECTION ON DELIVERY I; A. Received by(Please Print Clearly) B. Date of Delivery I: C. Signature �A f A �7160 3901 9949 1450 40.70 ❑Adddd��i• i at D. Is delivery Adress different from item 1? ❑Yes If YES,enter delivery address below: ❑No i 3. Service Type CERTIFIED MAIL 4. Restricted Delivery?(Extra Fee) Yes I t li 1. Article Addressed to: r I: ' Reference Information Louis&Virginia Gizzi 79 Wood Street uRehoboth,MA 02769 Mahoney-373 Scudder Avenue � I� CJK/mpk li t: IEr; rr i it i ? Ii i t rr)r 1:f11 Iti 1 11f i i �i )ffi iIr} if r i 7i 3 ) )!t� r i17731 !I1 ) ifr PSG Form 3811'-J3riva`ry-2005 "`-1 H Domestic Return Receipt s UNITED STATES POSTAL SERVICE First-Class Mail LFi lJ f,6st'9'yd`&-Eees Pai j s D r:.*-'ki ,PermftI 0.8 10- .1,4. kYL 0 PRINTyob�W ADDRESS AND'.ZJ.�—c DUNNING & KIRRANE LLP PO BOX 560 MASHPEE MA 02649-0560 7160 3901 9849 1450 4070 To: Louis&Virginia Gizzi 79 Wood Street Rehoboth,MA 02769 Christopher J. Kirrane,Esq. �9= Dunning,Kirrane,McNichols&Garner,L.L.P. P. O. Box 560 ' SENDER Mash ee MA 02649 " REFERENCI&ahoney-373 Scudder Avenue PS Form 3800 January 2005 RETURN Postage 041 RECEIPT Certified Fee 65 SERVICE Return Receipt Fee 15 Restricted Delivery Total Postage&Fees US Postal Service PO K OR DATE Receipt for Certified Mail No Insurance Coverage Provided Do Not Use for International Mail AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS POSTAGE,CERTIFIED FEE,RETURN RECEIPT FEE AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across perf. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address,date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece, and slide the edge of the receipt to the gummed edge of adhesive:This will hold the receipt in place to present to your mailcenter,or post office service window.(SEE ILLUSTRATION) (Form 38W) P 201 e41 Tee m e.,,II,.IWIL„WII4J - DeNe D.Doe WtiIP etel SolNlanatl In.Nennper erk DR.,9TE le> emeu4.G 9ISBW 111 Your Flan N—,..... —O_ 123 Mein Street,#1254 MY.BMte 12345 Tflk'''llmlAl l��f�gEHIEO D—ld D.Doe Legal Sag ment M,=l ng Manager Welz PDetel Sol utlone,Inc 03234 Buelnaea Perk DR.,STE 107 Temeule,CA 92590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry.. ._._._.—............................................... ........--...........................; 2. Article Number _ • • • Ar Received�(Plaase Print clearly) B. Dat of Delivery�t/eiAV1d� ► 13 C. Signature x � addressee 7160 3901 9849 1450 4032 D. Is delivery address different fro m 1? Yes t a It YES,enter delivery address b ow: Flo 3. Service Type CERTIFIED MAIL 4. Restricted Delivery?(Extra Fee) OYes 1. Artcle Addressed to: Michael&Rose Notarangelo Reference Informittion 20Nichols Street i Norwood,MA 02062 Mahoney-373 Scudder Avenue`" CJK/mpk �?��.�"W +ti �!'pr:e+� � a: � ?<;�ii�3:. ,C...1.9°wt?�a.� ..dc;.ti,M9:.Fi•.a�. . t i PS"Fo `. t domes c Retu�"n eceipt ! 2 UNITED STATES POSTAL SERVICE _ First-Class Mail �t,:a.� �a" f 3r�• i S ' �— SQL Fees Paid LISPS G-10 IiALaFC,...' O PRINT YOUR NAME, ADDRESSMD ZIP CODE BELOW-W,.F DUNNING & KIRRANE LLP PO BOX 560 MASHPEE MA 02649-0560 7160 3901 9849 1450 Q32 TO:, Michael&Rose Notarangelo 20 Nichols Street Norwood,MA 02062 ___- — FD pher J.Kirrane,Esq. Garner, g, Kirrane,McNichols& ox 560 SENDpee,MA 02649 1 r REFERENCrMahoney- 373 Scudder Avenue d I k PS FOnn 3800January 2005 R RETURN Postage 041 RECEIPT SERVICE Certified Fee 2.65Return Receipt Fee 2.15 Restricted Delivery Total Postage&Fees r US Postal Service PO K OR DATE tO i Receipt for 1 a� i Certified (Mail No Insurance Coverage Provided Do Not Use for International Mail AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS POSTAGE,CERTIFIED FEE,`kETURN RECEIPT FEE AND - - CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across pert. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address,date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece, and slide the edge of the receipt to the gummed edge of adhesive.This will hold the receipt in place to present to your mailcenter,or post office service window.(SEE ILLUSTRATION) (Form 38W) s sei eu eef >a s...I.WIJII..,Jll4,g Legs Legal seg.Segmanl Merlmtl MaMan—Wen PgPs-1aelunene,In Ina 0.91N auelneee Pen:OR.,tttE 1M TemcuM,CA g258W 1 t2 a1. tIDelOa Yoko Rm1 Name =O- 123 Main Saeel,a1254 Cey,Bmm,2305 �Illil.�dl !NB..'. Reh"I~N,a1 RECFPr11[DIIE8IFD g..lA..1.11L..dIII.W David D.Dee Legal Segment Marketing Manager welt Poste]So l utlons,Inc a323a Business Perk DR.,STE 107 Taaa-la,CA 92590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry. .................................................................. --.............................: g 7160 3901 9849 1450 4025 TO: Robert Bearisto c/o Wells Fargo Home Mortgage I 1 Home Campos Des Moines,IO 50328-0001 i 1 Christopher J. Kirrane,Esq. Dunning,Kirrane,McNichols&Garner,L.L.P. SENDER P. O.Box 560 �..- Mashpee,MA 02649 M REFERENCRjahoney-373 Scudder Avenue N Pil'orrn 3800 Jamiary 2005 RETURN Postage . RECEIPT Certified Fee SERVICE Return Receipt Fee 1 Restricted Delivery 1 Total Postage&Fees I " US Postal Service POST K OR DATE .�c� Receipt for ? (° Certified Mail No Insurance Coverage Provided GSpS I Do Not Use for International Mall I f---- --— —_ c AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS POSTAGE,CERTIFIED FEE,RETURN RECEIPT FEE AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across perf. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address,date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece, and slide the edge of the receipt to the gummed edge of adhesive.This will hold the receipt in place to present to your mailcenter,or post office service window.(SEE ILLUSTRATION) (Form 3BW) P 991 eat 7a0 1e ta9al s.9m.m la.nanaa Ilweger Walz Poetnl Solutlone,IM 7.euelrou Pvk Da.,S1S 107 Tamcule,CA 625Bad1 t2 e� Your 123 Mein SUM 01260 c9r,Stm 123a0 Rph''Iw11pRr41��IR IY�IIEBtED Devltl D.Doe Legal Segment Marketing Manager Walt Poetel Sol uilone,Inc 43234 Buelneec Perk DR.,STE 107 Tamcule,CA 92590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry. 7160 3901 9849 1450 4049 TO: Carol Dumont 1100 SW 12th St.,Apt. 109 Ft. Lauderdale,FL 33301-99 Christopher J.Kirrane,-Esq. ' Kirrane,McNichols&Garner,L.L.P. Dunning, SEND[ .P.0.$OX 560 Ivlashpee,MA 02649 L._ REFERENClUahoney-373 Scudder Avenue PS Form 3e0o Jamary 2005 a RETURN Postage 041 RECEIPT Certified Fee I SERVICE I Return Receipt Fee 15 j Restricted Delivery Total Postage&Fees W r US Postal Service TMA:RWIK 0 Receipt for 3 Certified Mail �- No Insurance Coverage Provided U SQ5 Do Not Use for International Mail i AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS POSTAGE,CERTIFIED FEE,RETURN RECEIPT FEE AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across pert. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address,date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece, and slide the edge of the receipt to the gummed edge of adhesive.This will hold the receipt in place to present to your mailcenter,or post office service window.(SEE ILLUSTRATION) flOrM 3M) 9 991 941 789 \\tee � O,.a.I.IWIk.,..IWJ DeN4 D.Doe L.a•I s.9m.at Iaen.nae Meru9.. to sewecee,me e aloes.Perk DR.,STE le] emculn.CA sR58D411a Your Fllm Manseel, -O- 123 Mein Sbe s1254 City.State 12345IXIgYiWll�111, _ RETtlle!RE.bPr NOUEBIED DJ,La.eW....WIJ Devld D.Doe Legal Segment Marketing Manager Welx Postal Sol ut Ions,Inc 43234 Business Perk DR.,STE 107 Temcula,CA 92590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry. 7160 3901 9849 1450 4063 TO: Dawn Ferreira P. O.Box 711 Hyannispor,MA 026474r) _. Christopher.1.KirrMc ich L.L. Dunstop I{irrane,McNichols&Garner, �1 p O.Box 560 SENDEI Mashpee,MA 02649 REFERENCEdahoney- 373 Scudder Avenue PS Form 38W 2= RETURN Postage 0-41 RECEIPT Certified Fee 2-65 SERVICE Return Receipt Fee Restricted Delivery Total Postage&Fees US Postal Service POS KOR;AIF. Receipt for 'jj1l�''� Certified Mail usP No Insurance Coverage Provided Do Not Use for International Mail AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS POSTAGE,CERTIFIED FEE,RETURN RECEIPT FEE AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across perf. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address,date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece,and slide the edge of the receipt to the gummed edge of adhesive.This will hold the receipt in place to present to your mailcenter,or post office service window.(SEE ILLUSTRATION) (Form�l a 901 941.709 l� // o.oe. Lea.I3pment Merkstln9 M.n.evr 2ai eueinevs P.A ek CSTE 107 w�3.,; ��cule CA e2aee1112 123 Mein Street,#1254 CBy,Slab 12315 N��F.P�DEB,FD A..a.l.a.nl....nmr Davla D.Doe Legal Segment Marketing Manager Wela Pastel Solution.,Inc 43234 Business Perk DR..STE 107 Tern-le,CA 92590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry. 7160 3901 9849 1450 4087 s TO: James Mullin P.O. Box 341 Hyannis,MA 02601 _ Christopher J. Kirrane,Esq. Dunning,Kirrane,McNichols&Garner,L.L.P. P. O.Box 560 SEND[ Mashpee,MA 02649 _ REFERENC114ahoney-373 Scudder Avenue PS Form 3800 Jartuary 2005 RETURN Postage 041 i RECEIPT Certified Fee 2 65 - SERVICE f Return Receipt Fee 15 I j Restricted Delivery I Total Postage&Fees US Postal Service P" K OR DA Receipt for EM 12 Certified Mail 4 No Insurance Coverage Provided Lis S Y Do Not Use for International Mail ---------------------- -------------------- --------------------- AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS POSTAGE,CERTIFIED FEE,RETURN RECEIPT FEE AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across pert. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address,date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece,and slide the edge of to f the receipt the gummed edge of adhesive.This will g g hold the receipt in place to present to your mailcenter,or post office service window.(SEE ILLUSTRATION) (Fort„3800) 9 981 841 789 >n FES9.ala o.ow Leal Sagmanl Yerlmlln9 Nampvr ul9uluticna,Inc Bualncae Pvk aH.,are 1e! - �I" u ��'. Sfl1aUl PECEIPl1¢OUFHIED 14.,LL.6.a4,..JIILJ oavla C.Coe Legal Segment Marketing Manager WaU Postal So lull one,Inc 43234 Su9lneaa Perk CS.,STE 107 Temcule,CA 92590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry. 7160 3901 9849 1450 4162 TO: Raineria Laftsidos 365 Scudder Avenue C Hyannis, MA 02601 Christopher J. Kirrane,Esq. �7 Dunning, Kirrane,McNichols&Garner, P. O.Box 560 SENDEFI Mashpee,MA 02649 REFERENC54ahoney-373 Scudder Avenue PS Form 38M Jmmry 2005 RETURN Postage RECEIPT Certified Fee SERVICE Return Receipt Fee Restricted Delivery Total Postage&Fees US Postal SeMoe POS K OR DATE `fl ., Receipt for ��g' Certified (wail t No Insurance Coverage Provided U54� . Do Not Use for International Mail --- AFFIX POSTAGE TO MAIL PIECE TO COVER FIRST CLASS POSTAGE,CERTIFIED FEE,RETURN RECEIPT FEE AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. 1. Detach the form 3811,Domestic Return Receipt by tear- ing left to right across pert. Attach to mailpiece by peeling back the adhesive strips and affixing to back of mailpiece. 2. If you do not want the receipt postmarked, stick the article#label to the right of the return address, date receipt and retain the receipt. 3. If you want this receipt postmarked,slip the 3800 receipt between the return receipt, and the mailpiece, and slide the edge of the receipt to the gummed edge of adhesive.This will hold the receipt in place to present to your mailcenter,or post office service window..(SEE ILLUSTRATION) (Form 38W) P 003 tat.700 m 0—D.Dos Legal Sa0ment Mertalina Ma- uIBolNiona.a- 3e euakwaa Park DR.,STE 10 9,,. Temeule,GA O]SBOit12 ' 11CCb0 Taur Flnn NameO- 123 AWn Street.91254 CRY,Sitle 12MS irennw REEwPr taaalEalm —_—. IL..LLd.IIL Jol..a Davla D.Doe Legal Segment Marketing Menage, Wela Postal So I OIlona,Inc 03234 Bual neee Park DR.,STE 107 Temcu la,CA 02590-4112 4. Enter fees for the services requested in the appropriate spaces on the front of this receipt. 5. Save this receipt and present it if you make an inquiry. ............................................................................................................................: No. ! �J t, Fee Q 1. THE COMM NWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipphratiou for lh5poal *pgtem ConOtructtou Permit Application for a Permit to Construct( ) Repair(K) Upgrade( ) Abandon( ) ❑.Complete System Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. E yA�.,Nts�a�-r (Ve3s, WItZVAD Assessor'sMap/Parcel d ro" 0 Installer's Name,Address,and Tel.No. 'Ames �6(,1,17'i2, Designer's Name,Address and Tel.No. ff}%/ J� C*1T B oK, 10 z_ 19oX 91 CIM, ree8>420, DZYo k)t Sic rp uZ Type of Building: i q Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5-S6 gpd Design flow provided. s gpd Plan Date "7 Number of sheets Revision Date ZD Ut%G 07 Title Size of Septic Tank 2040 6A-1i Type of S.A.S. Description of Soil so!�, e Nature of Repairs or Alterations(Answer when applicable) I to :5 UA e, /Itim :r, A 5 u�um id -gave, T.�Y_ mi k,&-TAJ WA&a r!:, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this oard of Health. Signe Date Application Approved by DateZ — Application Disapproved by: Date for the following reasons Permit No. Date Issued I ..�Y• .yy r.-�+r .r_! r_. . . --. - ..Y'r�•.�.-'._.Ji+-v _.mn � ..�,7•-d�� Y.t wr..: - .. -. No. •__ / Fee AO — m r / Entered/in computer: (� f" THE COMMONWEALTH OF MASSACHUSETTS p PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipprication=for.Oigpogal 6pgtem Cottgtruction Permit t Application for a Permit to Construct O Repair(Kf Upgrade O Abandon O ❑.Complete System Individual Components Location Address or Lot No. 3'13 S Cu D D M )k-V E Owner's Name,Address,and Tel.No. Zi o4A}YLz A 40 (V�bS5 MDR AD Assessor's Map/Parcel 8 (o CD1l1Gp/L�. O O a Installer's Name,Address,and Tel.No. r f Designer's Name,Address and Tel.No. c�M�1 ES r,�O l,t,�2. g E�•2L �'�f7t j �o� 7 n z pox R9 , a' SDY"420 t U ZYo t S'v�� aZ ' i Type of Building: -7 { Dwelling No.of Bedrooms Lot Size / bCD sq.ft. Garbage Grinder/( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required gpd Design flow provided s gpd Plan Date 10 7 Number of sheets Revision Date ZD _Dl✓G 6 7 — Title - Size of Septic'Tank ZObp 6A-L Type of S.A.S. Description of Soil. Nature of Repairs or Alterations(Answer when applicable) NS Nt4_ UA Er A-ybt/tZ aw ,l 5 u I►J S-lie, 71"�-,J 1%_ k)n �,�ZJ `'lk,a-c r��b r Date last inspected: Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this oard of Health. Signed Date 1 Z ,1 Z( + 7 Application Approved by 14 Date )7 -ram �` o Application Disapproved by: Date for the following reasons Permit No. 61)-7-- Date Issued THE COMMONWEALTH OF MASSACHUSETTS "- BARNSTABLE, MASSACHUSETTS � I (, 1SQ� (Certificate of Compliance P THIS IS TO CERTIFY, •that the On-site Sewage Disposal System Constructed ( ) Repaired ( >/) Upgraded ( ) Abandoned( )by 4D L &YL at 373, SO,U D D EYL- &V F-, 14NA-xhl(15 Pa 9;r has been constructed in accordance with the provisions f Title 5 and the for Disposal stem Construction Permit No. :)Q)7- e L dated / Zl_U Installer I A-m Cs /-fot.L— Designer ( '-re-g #bedrooms 57 Approved design flow 94gpd The issuance of this permit sh 11 not be construed as a guarantee that the system cf s esigned. Date ,-3 Inspector No. 0 W �� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS x1i5pogal *pgtem Congtruction Permit : Permission is hereby granted to Construct ( ) Repair ( J() Upgrade ( ) Abandon ( ) "'-~ �'3 em.lrocated at 3 j; SCN A whL, A-✓nj u 15 r.. and as described in the above Application for Disposal System Construction Permit.The-applicant recognizes.<h s/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 perrni r n / Date I I �0? Approved by Vs6 ✓.'1 � rU�� r.� p,(� �'/U.re _ (off r � �M r _ ADVANCED TECHNICAL SOLUTIONS T.O. Box 99 East San.dwic.li, MA- 02537-0099 Phone .508-888-4029 December 19, 2007 Mr. Thomas A. McKean, Director . Barnstable Board of Health Barnstable Town Hall Annex 200 Main Street Hyannis, MA 02601 Re: Variance request at 373 Scudder Ave., Hyannis APN: Map 288 '--Pc. 196 w , Dear Sir; I am respectfully requesting variances for 373 Scudder Ave., Hyannis. These variances are needed to remediate a failing S. A S. The approvals will allow an S. A. S. that will meet the Title V design standard of 550 GPD for a five-bedroom system. My client is requesting the following variances: A variance of 1.5' to the Marston Ave. property line reducing the distance from 10' to 8.5'; A variance of 2' to the Marston Ave. property line reducing the distance from 10' to 8.0; A variance of an addition 1.8'.from the approved variance of 10' to the 2' crawl space foundation reducing the distance from 20' to 8.2' with a 40-mil vinyl barrier placed. between the crawl space and the S. A. S.; An increase in the approved variance from`74.5' to 79'between the S.. A. S. and the catch basin with a 40- mil vinyl barrier placed between them. A I� variance of 2' to gr oundwater using a Sludge Ham mer er reducing the distance from 5 to. 3'. i If you have any questions on this request, please call me at 508-888-6021 or 774-313 9547. Thank you for your'time. Sincerely your, � r Jr., PE H. Earl Lantery, i t Town of Barnstable Regulatory Services • Thomas F. Geiler, Director ' B"NSTABLF, • 9�A MA. a � Public Health Division rE0 MAC Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form Date Sewage P a Sewa ermit#� '�S4 Assessor's MaplParcel�-ao . �-F,nstaller: Designer: - �� J - (� O 49 Address: ��© Address: V D• 1n J On J 1.`,a1' 07 ' '0 ot-L t< was issued a permit to install a (date) (installer) [� septic system at 3�3 �e u�� `�`� Y L• based on a design drawn by (address) dated r Z 17? (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. y I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic.system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. N OF Mgss9� Q HARRY y� (Installer's Signature) ( EARL �F v LANTERY, JR. N� No.26575 p ` Affix Designers Stain (Designer' Signatur ( gn p Here) . PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc w j IN--25-2009 11:Sc_'iy FRDI: TO: 1.528?201,00_6 P.2 Muddv Waters Environmental Inc, S H;Rivsr Kota Y.O Box 1527 Maistnns;VON,Ma 509-889.6021 0 erations and Maimmnance&Jreemenr Agreement entered into by and between Muddy Waters Environmental,Inc.(herein called MWE)and the Piranag aludgehammer System Owner(herein called Owner)for the inspection by MWE of certain equipment of Owner which is described below. Upon,acceptance of this agreement at MWE's office,MWE will render the following services only: 1. Equipment will be inspected quarterly for the first year,then as required by the Department of Environmental Protection, With the I"inspection beginning 3 - U`?-1 ,these inspections will include: a. The overall condition of the Tirana Sludgehammer system. b. Visual inspection of bacterial culture, c. Visual examination of the effluent for color,turbidity and affluent solids. d. Effluent Ph to determine if the waste water is between 6 and 9 standard units. e. Dissolved Oxygen,2 mg/I or more,to ensure that the system is operating f, Turbidity is less than or equal to 40 NTUs 2, if the effluent does not pass all the field tests,then the operator will be required to collect a sample for laboratory analysis,in accordance with BRP/DWM/PeP•P06-1,dated 1 .January 2006. Cost for such testing,by a certffied laboratory is additional and shall be billed to the Owner at the laboratory's standard rate. 3. MWE shall notify the local Board of Health and the Department of Environmental Protection in writing within 5 days of a system failure or alarm event including corrective treasures that have been taken. 4. Owner will be billed standard MWE charges for any parts used for repairs and maintenance. S. Any additional labor time,including emergency services,will be billed to the owner at standard labor rates of$75,00 per hour, A minimum of 4 hours labor will be charged for any services provided between quarterly required inspections. 6. Owner agrees that in no event shall Pirana(&company or MWE be responsible for special or consequential damages including but not limited to,loss of use,loss of time, injury to persons or property,or any other consequential damages,or incidental or economic loss due to equipment failure. 7. Owner agrees that MWE may enter owners property and have reasonable access to all areas deemed by,MWE to be necessary or appropriate for M WE to perform it's duties hereunder. 8, This is a two year contract which will be billed annually. All payments are non refundable. Owner's failure to pay invoices promptly or to otherwise comply with this contract may result in Suspension ofservice,cancellation of contract and/or nullification of warrantees,at the election.of MWE. This agreement is not assignable without the consent of MWE and will remain in force until cancelled by either party through written notice. .Ifthis contract becomes null and void, MWE will notify local Board of Health and Department of Environmental Protection that the system is no logger in compliance and therefore may require a septic system upgrade to meet standard Title S requirements. Manufacturer Model Number Serial dumber Location Annunl Kate / J _Y. / y f Eauiument_Qwre; r— kluddv Waters Environmen l . l C;, -, ISigned by Ownerx ! Signed 9 Hi River Road `^ P. O.Box 1527 Marstons Mills, Ma 02648 Tel: 508-888-6021 Fax: 508-420-9006 Effective date of agreement Owner understands that(1)Annual Rate payment is for one year only of the two-year agreement and is non-refundable;and(2)Current D.BP Regulations wrier to maintain service agreement for the life of the Pirana(9 syste a read and understand h foregoing Signed by Owner v�of Hak sr New ilA System Permit Summary Sheet Site Information Town: v " � Town Permit# Assessor Map/Parcel: Unique Town ID # Site Address Owner Name: PVA©j-')j�A Alternate Name: _Hnmp- ne: 3 �' - Mailing Address:) Work Phone:`'S�� ` Title 5 Information (' Building Type/Use: ' �s I L) Design Flow:" (gpd) Seasonal Use? Yes ❑ No V Unknown ❑� Bedrooms: Title V N.S.A.? Yes ❑. No ❑ Unknown Lot Size: 1 Non-standard components: Please list all components e.g. 1/A treatment unit,pump chamber,pre-and post equalization tanks,pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit Make and Model # q12V121 H )lfj DEP Permit Type: ❑ General Board Approval'Date: COC Date: ❑ P ovisional O & M Contract Entity: Vemedial Contract Start Date: ) C�'a5 Contract Duration: ❑ Pilot Unit Installation Dater —7-- Unit Startup Date: DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH BOD5 CBOD ❑ TSS Rj TN C Nitrate Nitrite Organic N ❑ Ammonia ❑ TKN Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: �IP.d/LS' - QW ArL4" Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ ' Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com �FTME ram, Town of Barnstable Regulatory Services * BARNSrABLE, v ASS. Thomas F. Geiler, Director Tf0 Nto+A Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 July 16, 2007 Mr. Richard Mahoney 6835 Morley Rd. Concord OH 44077 NOTICE OF VIOLATIONS OF BARNSTABLE CODE CHAPTER 360 ARTICLE VII 060-16, ARTICLE 1053.1. VIOLATION OF 105 CMR 410.354 STATE SANITARY CODE The property owned by you located at 373 Scudder Ave, Hyannis was inspected on July 16, 2007 by Thomas McKean C.H.O. and on January 3, 2007 by Donald Desmarais, RS Health Inspector for the Town of Barnstable, because of a complaint. The following violation was observed on both dates: .360-16; Town of Barnstable Code: The septic system is in hydraulic failure. Raw sewage was observed on the top of the ground immediately adjacent to the side of the leaching vault. You are ordered to correct the above listed violation by: 1) You are directed to hire a licensed septage hauler to pump the overflowing septic system within twenty-four (24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if need be) to keep it from overflowing onto the ground. 3) You are further directed to contact and hire a professional engineer to design a replacement soil absorption system within 14 days. 4) The soil absorption system shall be replaced within sixty (60) days, on or before September 16, 2007. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance may result in the issuance of a$100.00 non-criminal ticket citation. Each day's failure to comply with an order of the Board of Health shall constitute as a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Q:\Order letters\Sewage Violations\373ScudderAvenueMahoney71607.doe Director of Public Health QAOrder letters\Sewage Violations\373ScudderAvenueMahoney71607.doc �FZHE Tp,�, Town of Barnstable Regulatory Services * snxxsrneLe, 9 MASS. Thomas F. Geiler, Director E16 9. Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 July 16, 2007 Mr. Richard Mahoney 6835 Morley Rd. Concord OH 44077 NOTICE OF VIOLATIONS OF BARNSTABLE CODE CHAPTER 360 ARTICLE VII 060-16,ARTICLE I &353.1. VIOLATION OF 105 CMR 410.354 STATE SANITARY CODE The property owned by you located at 373 Scudder Ave, Hyannis was inspected on July 16, 2007 by Thomas McKean C.H.O. and on January 3, 2007 by Donald Desmarais, RS Health Inspector for the Town of Barnstable,because of a complaint. The following violation was observed on both dates: 4360-16; Town of Barnstable Code: The septic system is in hydraulic failure. Raw sewage was observed on the top of the ground immediately adjacent to the side of the leaching vault. You are ordered to correct the above listed violation by: 1) You are directed to hire a licensed septage hauler to pump the overflowing septic system within twenty-four (24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if need be) to keep it from overflowing onto the ground. 3) You are further directed to contact and hire a professional engineer to design a replacement soil absorption system within 14 days. 4) The soil absorption system shall be replaced within sixty (60) days, on or before September 16, 2007. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance may result in the issuance of a$100.00 non-criminal ticket citation. Each day's failure to comply with an order of the Board of Health shall constitute as a separate violation. PER ORDER OF THE BOARD OF HEALTH s` Thomas A. McKean Q:\Order letters\Sewage Violations\373ScudderAvenueMahoney71607.doe 41 Director of Public Health i Q:\Order letters\Sewage Violations\373ScudderAvenueMahoney71607.doc .. ...,-. a is'+- -,.. ++..• 'ate-'.,�:.:F.rY yi,�t._.� n- Wnr.. "Y;. _ - _ ..._ .. , TOWN OF BARNSTABLE S E p,VAGE rXimip I NG PERm I T PERMIT 2384 FEE PAID $ 101.10 Be Aware and Care COMPANY Ho i l er & Son D o `' P ap Every —3— Years TRUCK REG. NO. TRUCK CAPACITY l l b/ _= , LATE DUMPED: D i , #1 #2 OWNER NAME OWNER NAME STREEr STREET VILLAGE A%4A fJIS Pt7ef, VILLAGE Source: _Cesspool' Septic Tank _Grease Trap Source: _Cesspool _Septic Tank _Grease Trap #3 #4 OWNER NAME -OWNER NAME STREET STREET } VILLAGE VILLAGE Source: _Cesspool _Septic Tank _Grease Trap Source: _Cesspool _Septic Tank _Grease Trap TRUCK DRIVER'S SIGNATURE PLANT OPERA SIGNATURE .t WHITE: Town YELLOW: Hauler PINK: Kneowner TOWN OF BARNSTABLE r S EP'1'AGrE IDumip I NG PII2M I T f f PERMIT 2847 ' FEE PAID $ IulI IV Be Aware and Care COMPANY h o i i o r & Son �o Poop Every —3— Years TRUCK REG. NO. t'o TRUCK CAPACITY ! ` --: DATE DI k(PED V ,j #2 OWNER NAMES Gt`1� T� A �tJ OWNER NAME STREET 3:1 3 SCN DD e— LA•nl STREET VILLAGE VILLAGE....... VILLAGE Source: "_Cesspool )C Septic Tank _Grease Trap Source: _Cesspool _Septic Tank _Grease Trap OWNER NAME OWNER NAME STREET STREEr VILLAGE VILLAGE Source: _Cesspool —Septic Tank _Grease Trap Source: _Cesspool _Septic Tank _Grease Trap TRUCK DRIVER'S SIGNATURE PLANT OPEC. SIGNATURE WHITE: Town YELLOW: Hauler PINK: Homeowner Crocker, Sharon From: McKean, Thomas �. Sent: Friday, October 12, 2007 3:46 PM .9j, To: Crocker, Sharon Cc: Miorandi, Donna ' Subject: RESERVE SPACE ON NEXT AGENDA/373 Scudder Avenue Hyannis SHARON, Please rese e a space on the November 13th agenda for the following: Earl Lantery, P.E. representing Richard Mahoney, 373 Scudder Avenue, Hyannis, failed vaulted soil absorption system, proposed innovative/alternative system(Sludge Hammer by Pirana A.B.G.) variance to allow for a two feet reduction in vertical separation to groundwater, review of proposed I/A monitoring plan. I Mr. Lantery will bring-in the plans on Monday the 5th or 6th. He is late with the plans because he is in China. This is considered an emergency repair. r' M K I 1 I 1 1 Crocker, Sharon From: McKean, Thomas Sent: Friday, October 12, 2007 1:53 PM To: wamdoc@verizon.net; Jimmy Sawayanagi (exit5gallery@comcast.net); Paul J. Canniff DMD (pjclargo@webtv.net) Cc: Wadlington, Ellen; Barrett, Caitlin; Crocker, Sharon; Desmarais, Donald; Flynn, Judith; Fontaine, Tina; Kelleher, Maureen; McKenzie, Marybeth; Miorandi, Donna; Morgan, Meredith; O'Connell, Timothy; Stanton, David Subject: 373 Scudder Avenue Hyannis/Mahoney property Attorney Christopher Kirraine (508 477-6500)called me today to report to me that the engineer Earl Lantery (508-888- 6021)will be applying for a disposal works construction permit to repair the failed septic system at 373 Scudder Avenue sometime very soon. In the meantime, he reported to me that the system will continue to be pumped on a regular basis. 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E. 235 Great Western Road P.O.Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING David Condrey October 4, 2007 Operations Manager O Hyannis Water Department - 47 Old Yarmouth Road IJ Hyannis, MA 02601 RE: 373 Scudder Avenue, Hyannis, MA Dear Mr. Condrey, I am writing in response to your enclosed letter of 07/12/06 to Mr. Mahoney, relative to the water use at the apartments on the referenced site. In that letter you listed the water use for 07/09/04 to 07/11/06 and stated that al do not see any abnormally high reading or usage that may be the result of some kind of major leakage or problem internally". My issue is that those readings from 07/09/04 to 03/16/06 show an average use of between 3200 cu ft(266 gpd) to a high of 5300 cu ft(440 gpd)for each 3 month interval. This is below the 550 gpd for the septic system design for the 5 bedroom dwelling. However, the 3 month interval from 03/15/06 to 06/09/06 jumped to 6100 cu ft(for 85 days is 537 gpd)and the 07/11/06 requested special 1 month reading is 3200 cu ft(for only 32 days is 750 gpd). This is well over the design capacity of 550 gpd. Additional information provided to me by the owner, that a leaking valve was replaced by his plumber, as well as averaging their various 3 month water use, indicated that the valve they said the plumber replaced had been leaking(or running)for awhile at 180%over the septic design capacity. (The enclosed calculations show the leak occurring over a 44 day period, beginning mid May 2006 and ending approx June 28,when the plumbing was reported as fixed). The enclosed e-mail from Thomas McKean, Barnstable Health Director notes that he has also spoken with Brian Dudley at DEP about this and they too concur that the water overuse can carry solids into the leaching field, causing failure. My concern on this is that the Mahoney's have used your letter to discredit my determination that this overuse was, at least in some part, the reason for the failure of their leaching system. My other concern is that you compared the 07/09/04—09/09/04 reading of 3200 cu ft for 62 days(which is 386 gpd)to the 06/09/06 to 07/11/06 requested special 1 month reading of 3200 cu ft for 32 days(which is 750 gpd)which is almost double the average use and 200 gpd over the septic design flow. I Therefore, would you review my calculations and acknowledge that there was an overuse. If you have any questions or comments, please give me a call. Sincerely, Craig�Rort, P.E. cc: Thomas McKean—Barnstable Health Director " enclosures: Letter from Water Department E-Mail from Thomas McKean Water Use Calculation Packet Jul 14 06 10:47a Christine Robinson (508) 790-1694 p.3 Department of Public Wo*s 47 Old Yarnmuth Rd. w $ water Supply Division Hya } sr►aris wBt� ` 02M-MG �.� Hyannis Water System Operations TEU s09-775-0063 FAXe+�OII.790-t 313 Richard Mahoney 373 Scudder Ave. Hyannis, MA 02601 07/12106 Dear Mr. Mahoney, After reviewing your past two years of water consumption for the above address it appears to be fairly consistant and normal. I do not see any abnormally high reading or usage that may be the result of some kind of major leafage or problem internally. I have attached a copy of the last two years worth of readings and consumption and should you require additional Information please contact me at 508-778-9617 ext. 3510. Sin rely, Shad vid L. condrey Operations Manager, WWP 07/09/04 0 No usage meter changed out. 09/09/04 32 3200 cuFT. 12/09/04 73 4100 cuFr. 03/09/05 103 3000 cuF. 06/08/05 142 3900 cuFT. 09112/05 195 5300 cuff. 12/12/05 242 4700 cuFr. 03/15/06 284 4200 cuFr. 06/09/06 345 6100 cuFf- 07/11/06 377 3200 cuFr. F— 1MNt�abr•'ewriehwic aperated and Mak alned bymft water,Ine.and Pennkchuck Wetrr Servkec Corp. IMJN tlotmall - Page 1 of 1 Windows LiveHotma It crspe_ma@hotmail.com Printed:Tuesday,October 2, 2007 8:17 PP tFrom: McKean,Thomas<Thomas.McKean@town.bamstable.ma.us> ent: Wednesday,August 1,2007 1:07 PM o: Craig Short" <crspe_ma@hotmail.com> ubject: RE: Mahoney Water use Calculations ✓`� Hi Craig, Yes I did review he information. The over-usage appeared to be for a short period of time, for approximately 20 days, which occurred little more than one year ago. This over-usage may have caused solids to travel into the d-box and/or SAS sections of the system according to Brian Dudley. I suggest that you call Brian Dudley of DEP for his opinion on this matter. His telephone number is (508) 771-6047. The sand was placed there at my suggestion, as a temporary measure. Sincerely, Thomas McKean -----Original Message----- From: Craig short (mailto:crspe_ma@hotmail.com1 Sent: Tuesday, July 31, 2007 10:36 AM To: McKean, Thomas Subject: Mahoney Water use Calculations ll' Hi Tom, Craig was wondering if you had the opportunity to look over the water use information for 373 Scudder Avenue, Hyannis, (Mahoney Property) that he left for you last week. If you have looked it over, what are your thoughts and/or remarks. Craig did drive past the property last week and he noticed that someone has created a "moat" with sand around the Septic Wall. He has taken a picture of it. Any questions, please lest us know. Craig R. Short, P.E. http://b1108fd.blu 108.hotmail.msn.com/cgi-bin/getmsg?curmbox=93426D3 8%2dF36D%2... 10/2/2007 235 Great Western Road CRAIG R. SHORT, P.E. P.O. Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING July 20, 2007 Water use calculations for the Mahoney Property @ 373 Scudder Avenue, Hyannis The following calculations were determined by using the quarterly water meter readings from the Hyannis Water Department, converting their cubic feet to gallons (multiply by 7.5) and determining the "average per day" use from the 09/09/2004 to 03/15/2006 reading. 09/09/04 reading—03/15/06 reading=average daily water use of 348 gallons per day The average daily flow from 09/09/04 to 03/15/06 was 348 gallons per day. (615 days) The average daily flow from 06/09/06 to 07/11/06 was 750 gallons per day. (32 days) On 06/28/06 Mr. Mahoney called my office to say the plumber had fixed the leaking valve. Therefore, from 06/09/06 reading to 06/28/06 (or earlier)the daily rate would have actually have been higher in order to average 750 gallons per day for the full 32 days (07/11/06 reading). This is demonstrated by: 32 days (06109/06—07/11/06) 20 days (06/09/06—06/28/06) + 12 days (06/29106—07/11/06) Average flow=348 gpd Peak flow= 991 gpd Calculated: 20 days x 991 gpd+ 12 days x 348 qpd = 750 gallons per day 32 days Therefore,we can establish that the 06/09/06 reading until the 06/28/06 phone call (repair) indicates a daily flow of 991 gallons per day for 20 days minimum. Then this flow can be used to establish how many days this flow occurred at this rate: 348 qpd x 86 + 643 x 24.61 days =532 86 days 29928 + 15,824 = 45,752 = 532 gallons per day 86 86 Page 2 Therefore,for 24.61 days, the flow was 991 gallons per day. The septic design flow was 550 gallons per day This equals 180% over the design flow capacity for 24.6 days prior to the 06/09/07 reading and for an additional 20 days after, if the leak was fixed on 06/28/06. (the percentage would be worse if fixed prior to 06/28106) WATER READINGS—373 Scudder Avenue,Hyannis,MA 09/09/03 2815 4800 cu ft x 7.5 =36,000 gal. 12/09/03 (91) 2860 4500 cu ft x 7.5 =33750 gal_ 91 =370 gal per day 03/09/04 (89) 2908 4800 cu ft x 7.5 =36000 gal- 89=405.gal per day *06/09/04 (92) 2950" 4200 cu ft x 7.5 =31500 gal_92 =342 gal per day 07/09/04 ** (30) 2966 1600 cu ft x 7.5= 12000 gal_30=400 gal per day 07/09/04 0 NEW METER INSTALLED *09/09/04 (62) 32 3200 cu ft x 7.5=24000 gal_62=387 gal per day i t 12/09/04(91) 73 4100 cu ft x 7.5 =30750 gal=91 =338 gal per day 03/09/05'(90) 103 3000 cu ft x 7.5=22500 gal 90=250 gal per day I 06/08/05 (92) 142 3900 cu ft x 7.5 =29250 gal 92=318 gal per day . � 1 09/12/05 (96) 195 5300 cu ft x 7.5=39750 gal_96=414 gal per day 12/12/05{(91) 242 4700 cu ft x 7.5=35250 gal_91 =387 gal per day 03/15/06 (93) 284 4200 cu ft x 7.5 =31500 gal_93 =339 gal per day *06/09/0.6 (86) 345 6100 cu ft x 7.5=45750 gal 86 = 532 gal per Dday tea" 07/11/06 ** (32) 377 3200 cu ft x 7.5=24000 gal-32=750 gal perPrto� fo dun O(o 08/24/06 ** (44) 396 1900 cu ft x 7.5= 14250 gal-44 =324 gal per day &c&i *09/12/06 (95) 403 5800 cu ft x 7.5 =43500 gal--95 =458 gal per day. 12/12/06 (91) 435 3200 cu ft x 7.5=24000 gal 91 =263 gal per day 03/09/07 (87) 467 3200 cu ft x 7.5 =24000 gal_ 87 =276 gal per day 06/12/07 (95) 510 4300 cu ft x 7.5=32250 gal 95 =339 gal per day . 1 - CS�j 1 f�( (.1111 --i � u JUN-21-200'r 1L�:uJ HYHNN 15 WH i tK 5T n i G'1 .SCUDDER AVE AH 373 :MONEY 71=004�. 23E5: 169Q .SCUDDER AVE 373 - - :MAHONEY _ YI9�2004: _--• .• Q ---••__0 •96U56ERAVE373 :MAHONEY 32' _3200: SCUDDER AVE 373 _. :MAHONEY 1219/2004' _._73 4100. SCUDDER AVE 373 MAHONEY 3/91200!: _ 103 3000' :S= kAVE373 _ - aA ONEY_ B1912005•__ 142 ..3900 6 SCUDDER AVE 373 WAHONEY 91j2/2005; 195: 5300 SCUDDER A-VE 373 :MAHONEY 12J72/2005 242, .4.700. OO • :t�I9/aG �� (0 1 o a �li2,10 :90.3 S's-aa r j1/ob 70 e -3jz 00 TOTAL P.01 19230 M,e,t e,r, R,e,a,d,i n,g, R.e,v,i,e,w, Batch Number From Date • - • Mahoney Richard Status • - - - Irial Number . - Ser:vice Address • 103939 373 Scudder Ave Meter Position - 1 Account ID - Work Order . . . 0 Read Mtr Meter UM R R E S Account P Date Pos Reading Consumption CS S T R T ID _ 12/12/05 1 242 4,700 FC 1 N 1 00152718 _ 09/12/05 1 195 5,300 FC 1 N 1 00152718 _ 06/08/05 1 142 3,900 FC 1 N 1 00152718 _ 03/09/05 1 103 3,000 FC 1 N 1 00152718 _ 12/09/04 1 73 4,100 FC 1 N 1 00152718 _ 69/69/04 1 32 3,200 FC 1 N 1 00152718 _ 07/09/04 1 0 0 FC 6 1 0 1 00152718 _ 07/09/04 1 2966 111600 FC 6 4 0 1 00152718 _ 06/09/04 1 2950 4,200 FC 1 N 1 00152718 _ 03/09/64 1 2908 4,800 FC 1 N 1 00152718 _ 12/09/03 1 2860 4,500 FC 1 N 1 00152718 _ 09/09/03 1 2815 41800 FC 1 N 1 00152718 O,p,t, 1,=R e,a,d,s. 6,=Text, , ,F 4=D,t,l s, F,B=,D a,t e, S,e,q, , ,F,12=,D,i s,p,l a,y, T o,g,g,l e, F 2,4=M o r e JHN-lb-OJUY 10;,5ti MTHNN15 WHItK DUO (7u 1J1J ej,-_ Hyannis! Water System 47 Old Yarmouth Road . Iiyanni s, . MA 02601 508=775-0063 Fax: 508-790-1313 Fax Cotrersheet Date: 1/16/07 To: Craig Fax (508) 398-3063 Re; WATER CONSUMPTION - 373 SCOD01911 AVENUE 2 PAGES J HN-1 b-eUU f I VJ•JO n i ni vi y i o wn i ru, J 1 J 1 Li i -....+•..• •-..-+ ..-•�,+ January 16,2007 RE: 373 Scudder Avenue 07/09/04 0 No usage meter changed out. 09/09/04 32 3200 Cubic feet I V09/04 73 4100 Cubic feet 03/09/05 103 3000 Cubic feet 008/05 142 3900 Cubic feet 09/12/05 195 5300 Cubic feet 12/12/05 242 4700 Cubic feet 03/15/06 284 4200 Cubic feet ; 06/09/06 345 6100 Cubic feet 09/12/06 403 5800 Cubic feet 12/12/06 435 3200 Cubic feet There is 7 %Z gallons to 1 eubic.foot-.so.you.would multiply the cubic feet by 7.5 to convert it to gallons. TOTAL P.02 -------------- Ocanyorintcenter Complimentary Self-Serve Fax Cover Sheet � P Fro To: m: ) � . 1O ' — 1 Fax#k 060 3 Phone#: wo— Date: /1 3 D Reply Fax#: 508-771-5203 Number of Pages (including Cover): Urgent Confidential [] Confirm Receipt [] We'll do it right the first time — guaranteed. Bieck&wh,W codes•COW copies•CU*M Pkf9••ftftg!Fdft•W t0 wt cOwM•CLMwm dM"•UPS at *g wd MM g9Bt�Zur_Q099a5 v/i1J/GUV0 1[:c.y rtkA _ .u...... d� Department of Public Work j S 47 01d Yarmouth Rd. r Water Supply Division P.O.sox 326 � Hyannis,MA- * ' 02601-0326 TEL:508-77540063 s16 h� Hyannis Water System Operations FAX;508-790-1313 i i I Richard Mahoney j 373 Scudder Ave. j Hyannis, MA 02601 07/12/06 Dear Mr. Mahoney, After reviewing your past two years of water consumption for the above address it appears to be fairly consistant and normal. I do not see any abnormally high reading or usage that may be the result of some kind of major leakage or problem internally. I have attached a copy ofthe last two years worth of readings and consumption and should you require additional information please contact me at 508-778-9617 ext. 3510. Sin rely, &Zo�- &D vid L. Condrey Operations Manager, WWP 07/09/04 0 No usage meter changed out. 09/09/04 32 3200 cuFT. 12/09/04 73 4100 cuFT. 03/09/05 103 3000 cuF F. 06/08/05 142 3900 cuFT. 09/12/05 195 5300 cuFT. 12/12/05 242 4700 cuFT. 03/15/06 284 4200 cuFT. 06/09/06 345 6100 cuFT. 07/11/06 377 3200 cuFT. YIIhltNral�r-hnnkhuek ' Operated and Maintained by WhiteWnter,Inc.and Pennichuck Water Services Corp. V!/1J/GVVV 1G:JV rtlA 'F.jvv. out Eb Eat Tools , •Accauit Tier History Account!23iU22 —- Customer —� =_ Fi�plaoe Hilt Parcel 2887I 96 ��` _ IRICHARD MAHONEY_� Location —�373J. �ggIDDER ' Demandlnq . Status ACTIVE:_ 1 Sets, SERVICE I N I Q HYQCDN �]MAN Lr°J METER 1t.62957�'j1 g—'�� t t 1011 I ion History.. ... ---•---•- .. READ DATE : RE 9 TIMIE 'Blu-# . Ri CURRANT ! USAGE •REPL U&E USE �tJ3/1512U06 2JN0 A 284 42 121126M 98278M A 242 p p . i 1 � �fti.r,c- q. •:',�:� '''�-uw,malcn�ru i'��ie .'.i.��=''____. .-.;-: �d) �{:i.5�aL• i __alum..uiu:c+1.avoulL�:.inu.e`�-��.....__—.__.R._... :rr�l' i �ilfi r f c CO n S 07/09/2004€ 124232; 2966 1600: 0 09/2004€ 124233i - ---- 0' ;1 p, 09/0912004` 93600' 82; 1 12/09/2004! - - ' 3200 91200 73- 41001 03/09/2005' 143600 103 1 3000` 06/08/2005! - 83500. 142; 3900ti 09/12/2005 114900; 195; 53001 12/12/2005, 1 95100 242_ __ 47001 _ _ I te. • k CRAIG R. SHORT, P.E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING July 20, 2007 Water use calculations for the Mahoney Property @ 373 Scudder Avenue, Hyannis The following calculations were determined by using the quarterly water meter readings from the Hyannis Water Department, converting their cubic feet to gallons (multiply by 7.5) and determining the "average per day" use from the 09/09/2004 to 03/15/2006 reading. 09/09/04 reading—03/15/06 reading = average daily water use of 348 gallons per day The average daily flow from 09/09/04 to 03/15/06 was 348 gallons per day. (615 days) The average daily flow from 06/09/06 to 07/11/06 was 750 gallons per day. (32 days) On 06/28/06 Mr. Mahoney called my office to say the plumber had fixed the leaking valve. Therefore, from 06/09/06 reading to 06/28/06 (or earlier)the daily rate would have actually have been higher in order to average 750 gallons per day for the full 32 days (07/11/06 reading). This is demonstrated by: 32 days (06/09/06—07/11/06) 20 days (06/09/06—06/28/06) + 12 days (06/29/06—07/11/06) Average flow=348 gpd Peak flow = 991 gpd Calculated: 20 days x 991 qpd + 12 days x 348 qpd = 750 gallons per day 32 days Therefore, we can establish that the 06/09/06 reading until the 06/28/06 phone call (repair) indicates a daily flow of 991 gallons per day for 20 days minimum. Then this flow can be used to establish how many days this flow occurred at this rate: 348 qpd x 86 + 643 x 24.61 days = 532 86 days 29928 + 15,824 = 45,752 = 532 gallons per day 86 86 Page 2 Therefore,for 24.61 days, the flow was 991 gallons per day. The septic design flow was 550 gallons per day This equals 180% over the design flow capacity for 24.6 days prior to the 06/09/07 reading and for an additional 20 days after, if the leak was fixed on 06/28/06. (the percentage would be worse if fixed prior to 06/28/06) i WATER READINGS—373 Scudder Avenue,Hyannis, MA 09/09/03 2815 4800 cu ft x 7.5 =36,000 gal. 12/09/03 (91) 2860 4500 cu ft x 7.5 =33750 gal_ 91 =370 gal per day 03/09/04 (89) 2908 4800 cu ft x 7.5 =36000 gal 89=405_gal per day *06/09/04 (92) 2950 4200 cu ft x 7.5 =31500 gal_92=342 gal per day ! 07/09/04 ** (30) 2966 1600 cu ft x 7.5= 12000 gal_30=400 gal per day 07/09/04 0 NEW METER INSTALLED *09/09/04 (62) 32 3200 cu ft x'7.5 =24000 gal=62=387 gal per day CD 12/09/04 (91) 73 4100 cu ft x 7.5 =30750 gal_91 =338 gal per day ) 1 03/09/05 (90) 103 3000 cu ft x 7.5 =22500 gal+90=250 gal per da cam, ® 1 06/08/05 (92) 142 3900 cu ft x 7.5 =29250 gal-�92=318 gal per day 09/12/05 (96) 195 5300 cu ft x 7.5 =39750 gal_96=414 gal per day 12/12/05 (91) 242 4700 cu ft x 7.5 =35250 gal_91 =387 gal per day I 03/15/06 (93) 284 4200 cu ft x 7.5 =31500 gal_93 =339 gal per day *06/09/0.6 (86) 345 6100 cu ft x 7.5 =45750 gal= 86=5.32 gal per day 07/11/06 ** (32) 377 3200 cu ft z 7.5=24000 gal_32=750 gal per day +0 J-une.' O(o 08/24/06 ** (44) 396 1900 cu-ft x 7.5 = 14250 gal-44=324 gal per day koaduvj *09/12/06 (95) 403 5800 cu ft x 7.5 =43500 gal_95 =458 gal per day. 12/12/06 (91) 435 3200 cu ft x 7.5 =24000 gal L 91 =263 gal per day j 03/09/07 (87) 467 3200 cu ft x 7.5 =24000 gal-= 87=276 gal per day 06/12/07 (95) 510 4300 cu ft x 7.5 =32250 gal+95 =339 gal per day des Fea-dt I JUN-21-2007 12:09 HYANNIS WATER SYSTEM 508 790 1313 P.01i01 SCUDDER AVE 373 ._.__.:MAHONEY 7/9MO04 _._2968' 16 00 ;SCUDPER AVE 373.. - — :MAHONE`f._..._.._ 7/9/2004:._.....---- --- 0. 0 SCUDb£R AVE 373 :MAHONEY 9�9/2004; 32 3.200: SCUDDER AVE 373 :AAAHONEY , 1219/2004! 73 4100 SCUDDER AVE 373 _._.MAHONEY 3l9/2005 :.103 3q. AVE 373 :MAHONEY- _ . 81812005 __ . 142.. 3900 SCUDDER AVE 373 :MAHONEY 9/1212005j i95: 5300 242. ._. ._ 4700: SCUDDER AVE 373 ;MAHONEY 12l1212005 :903 °a TOTAL P.01 r 19230 M,e,t,e,r, R,e,a,d,i,n,g, R,e,v,i,e w, , , , , , Batch Number From Date • • . Mahoney RichardStatus -,ral Number . Service Address . 103939 373 Scudder Ave Meter Position • 1 Account ID • • • Work Order . . . 0 Read Mtr Meter UM R R E S Account P Date Pos Reading Consumption CS S T R T ID _ 12/12/65 1 242 4,700 FC 1 N 1 00152718 _ 09/12/05 1 195 5,300 FC 1 N 1 00152718 _ 06/08/05 1 142 3,900 -FC 1 N 1 00152718 _ 03/09/05 1 103 3,000 FC 1 N 1 00152718 _ 12/09/04 1 73 4,100 FC 1 N 1 00152718 _ 09/09/04 1 32 3,200 FC .1 N 1 00152718 _ 07/09/04 1 0 0 FC 6 1 0 1 90152718 _ 67/69/04 1 2966 1,600 FC 6 4 0 1 00152718 _ 06/09/04 1 2950 4,200 FC 1 N 1 00152718 _ 03/09/04 1 2908 4,800 FC 1 N 1 00152718 _ 12/09/03 1 2860 4,500 FC 1 N 1 00152718 _ 09/09/03 1 2815 4,800 FC 1 N 1 00152718 Op.t.:, 1,=,Re,a,d,s, 6,=T,e,x,t. , ,F,4,=,D,t,l,s. , ,F,8,=,D,a,t,e, S,e,q, , .F1,2,=,D,i,s,p,la,y, T,o,g,g,l,e ,F,2,4=M,or,e � I 1 i { JAN-16-2007 10:38 HYANNIS WATER SYSTEM 508 790 1313 P.01i02 Hyannis Water System 47' Old Yarmouth Road Hyannis, . MA 02601 508-775-0063 Fax: 508-790-1313 Fax Coversheet Date: 1/16/07 To: Craig Fax: (508) 398-3063 Re: WATER CONSUMPTION - 373 SCUDD. AVENUE 2 PAGES r - JAN-16-2007 10:38 HYANNIS WATER SYSTEM 508 790 1313 P.02i02 January 16,2007 RE: 373 Scudder Avenue 07/09/04 0 No usage meter changi;d out. 09/09/04 32 3200 Cubic fect 12/09/04 73 4100 Cubic feet 03/09/05 103 3000 Cubic feet 06/08/05 142 3900 Cubic feet 09/12/05 195 5300 Cubic feet 12/12/05 242 4700 Cubic feet . 03/15/06 284 4200 Cubic feet 06/09/06 345 6100 Cubic feet 09/12/06 403 5800 Cubic feet 12/12/06 435 3200 Cubic feet There is 7 %Z gallons to 1 cubic foot_-so.you.would multiply the cubic feet by 7.5 to convert it to gallons. TOTAL P.02 07/13/2006 12:29 FAX la001 00 rintcenter Complimentary Self-Serve Fax Cover Sheet _,;S, aha I To: �-�� From• Fax# J O(p 3 Phone#: Date: 3 D Cv Reply Fax#: 508-771-5.203 Number of Pages (Including Cover): Urgent Confidential Confirm Receipt We'll do it right the first time — guaranteed. Bieck&Mb Copies•Cft Copies•QMWM Vkft.•ftuft FOW4•yyj at Copft•CU ete r •UPS 0 aid Mn �de<�sr 909875 " I 07/13/2006 12:29 FAX 002 o� Department of Public Works 47 old Yarmowtn,LRd. h Water Supply Division H r'a��X326BARNRr i ABlF� i 02601.0326 st63¢ TEL:508-775-OM Hyannis Water System Operations FAX:508-790-1313 I jRichard Mahoney j 373 Scudder Ave. j Hyannis, MA 02601 07/12/06 Dear Mr. Mahoney, After reviewing your past two years of water consumption for the above address it appears to be fairly consistant and normal. I do not see any abnormally high reading or usage that may be the result of some kind of major leakage or problem internally. I have attached a copy of the last two years worth of readings and`consumption and should you require additional information please contact me at 508-778-9617 ext. 3510. Sin rely, D vid L. Condrey Operations Manager, WWP 07/09/04 0 No usage meter changed out. 09/09/04 32 3200 cuFT. 12/09/04 73 4100 cuFT. 03/09/05 103 3000 cuFT. 06/08/05 142 3900 cuFT. 09/12/05 195 5300 cuFT. ; 12/12/05 242 4700 cuFT. 03/15/06 284 4200 cuFT. 06/09/06 345 6100 cuFT. 07/11/06 377 3200 cuFT. whltNMaKer-hnnk�uek - .. Operated and Maintained by WhiteWater,Inc.and Pennichuck Water Services Corp. 07/13/2006 12:30 FAX [a 003 J Ole E& Took d* Account Tier History Account 1l Custom Raplaoe Hilt fficef :................_................ .._.Location Status ACTIVE s ervice SERVICE iHYQCDN j 001� HYQCON +MAN O5g9 i METER tt 62957119 ComsuiWion History.. .:. READ DATE . READ TIME `BILL# R: CURRENT ' USAGE REPL USE USE,', o3ns 232469_,.__ I A 264 42 p �.12/12rm 98278M A 242 0 p i1 I r AA Hal ! I i r ; i !! I.��-:�4::u:iuiu�i_3c.L•.`i.:_^ewioei3i:'n'�mr_:.vdoer�..uy:i:.t;rtwo� -''' :}iil'`� lrl\ 07/13/2006 12:30 FAX [a 004 al o 09/2004 124232: 2966` 600 07/09/2004 124233 0; 1 0, 09/09/2004` 93.600; 32' ,1_ . ... 3200: 12/09/2004 - 1200; 73 1 4100 03/09/2005' 143600' 103 1 3000` 06/08/2005° 00 835 142;_........_........... 1 3900 09112/2005 114900; 195 5300� '1 12/12/20051 95100, 242. 1 4700; ��qy � ; � j• � i..��_�,y„r,��s�td # �c'F ��.s l*Sr'� � t �, t'L �i` mac. nf'��I e +. t:.`&, w�� e: '� eat � C •.. ,�a��, k��_ , � �d ` 4, a ^� 1, i ,}_ �q. 7µry�.s ,,�+y�tJ 3}� ^'SS ,_��jaj„gyry��•.'.��ry �. , + t.` i'� 3 l C� I5 ;nPlly' �+I R� 3 r, v 3 ,_ V ",(,pr �� cr;r;" ter. .��•'�i�„�'��b .1 ��'Ya� `L L{��'V�,�--� r•��.�; Y �J*� "� ,� , t 4 � �,;-,�/ e°1'a + gip•,. •�: , 17-7,4 any A�yWf T tt j 3 !fi t J R��r�„ v:✓'�/w. sl�.. _ ar ,� �'tis��.t 1r�r=�` ��pp" R{f...+ �,�""{��` ', 41 .l` {, �yr{i•. r r� i�'�'`AR4" r4 r iY a F�`ae s 0fi S ., •a �a�{`, �� ,:r� , a c.� . 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"ya �t�,ra, � '`•�,` • lF rr . 4 'tf ,e . •� r� �"ai.��v tw•a""4� ,fit .� "�� . .�Il" ,�^.. �LA�SY '_�. :�"(� •��?, � � P i t , .t. t V• fey i i � t 1 w T,� - l x CRAIG R. SHORT, P.E. Z (L P.O.Box 1044 o S � 235 Great Western Road South Dennis,MA 02660 c 1 ABUTTERS OF Richard Mahoney 373 Scudder Avenue, Hyannis, MA AM 288/196 BOH hearing 10/12/04 CRS File# 1-998 A 1 r v. 1 `i WELCOME * 000 SOUTH DENNSO IMPO- SOUTH DENNIS, MA 02660-9998 09/22/04 02:11PM- tdre USPS Trans 41 '7 ;11 1t1' sys5002 Cashier DOBT86 :Gash ler's dame CAROL Dudek Unit Id WINIAROL O'Phione Number 18002758777 ! 437143D660 Label(,:] :4,20 VaTue: 4,42 Qudf ity: 2., PVI Label(5) 44,20 ; 12' Value: 4.42 .� 3:ME rst Class 1 :11 �4 Oestjnati oil: 02347 ;k, r -weight: 5.20 oz. ! ; - 'M :P Cage Type: PVT , { Ix., PoSt. . -a.42 To''la1 Cost: 5,5? " se fate: 1:52 � SEPTCE.0 (;�rtified Mail :.30 1i17002086000034023.7792 t 'RV Reg�c t (Green Card) 1 75 P i r s t Class 5 ,4 Destination: 44077 :N ,N 14ht: .4 90' oz. I: P rage Tyae PVI r �1'otal Cost: 5. 4 Base Rate;, I I { 4 SERVICES C8f-tifled Mail 1.30 r 70020860000340237846 " Rirr Recut (Green Card) 1.75 'tppta 1 54.180 , �. 1 94,89 ►: �P&sbnal/ Business Check 94'89 INumb'er of Items Sold: 4 k Thank You ; { i 1 Please come; aga ;n '�::LL.1''L'1*--aJ' .r�l�I:i�Js.:.tt.:•:.Ls� .�i� o CO �. • .• .•. C— Y RN m Postage $ 3 �/ .,qtN& 0 C3 Certified Fee � ,; N Retum Receipt Fee f�l 5 (Fn rsemern pequtreci) J 1 J o (EpndorsementRequ� ( lY��OS ti TOM Postage a Fees $ O [ti ........et" .Dawn E:--Ferreira--_....,..�---�.. i ...�. or Po, P. O.Box 711 city s °'} .�'Hyatinispoit, MA 02647 - .� Certified Mail Provides: a A mailing receipt ®A unique identifier for your mailpiece a A signature upon delivery a A record of delivery kept by the Postal Service for two years Important Reminders: — a Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. a Certified Mail is not available for any class of international mail. R o NO INSURANCE COVERAGE IS PROVIDED with=Certified Mail. For l valuables,please consider Insured or Registered Mail.`r` a For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark.the mailpiece with the endorsement"Restricted Delivery". a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,April 2002 (Reverse) 102595.02-M-1132 i COMPLETE ■ Complete items 1,2,and 3.Also complete A. S ture item 4 if Restricted Delivery is desired. g nt X ■ Print your name and address on the reverse see so that we can return the card to you. Recei y(Printed Name) C. Date of elivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No I Dawn E. Ferreira SEP 3 r0 P. O. Box 711 �3, ervice TypeHyannisport,MA 0264 rtified Mail ❑Express Mail �� O Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ffimsfer from serolce/abeq i€ ;;; t i Q: ,0t t0003 ;4023,f7860 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE' First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please priht.you q, rrie, address and.ZIP+4-in tl_iis_box• I I I I I Craig R. Short, P.E. P. O. Box 1044 South Dennis, MA 02660 � t►trtrrr,ttt�lrrrflrrllrrrrtrr%�lrtrrtrtlrtrrtrirr�rtrtttrtrrl 6CE) ..- . .. . ... � 171- rn ru 0 F F I E m Postage $ ,- ,.�_ � � 96 C3 l� Certified Fee 0 Return Receipt Fee Va �Q1 PoH mark (Endorsement Required) d M cO Restricted Delivery Fee �Ya O (Endorsement Required) Q !U Total Postage&Fees Richard Mahoney '"-Diane K:Mahoney' 'w"...`- ------------- °'P'' „6835 Morley Road__ C cfq, Concord, OH 44077 1 Certified Mail Provides: c A mailing receipt _.. A A unique identifier for your mailpiece a A signature upon delivery - c A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. o Certified Mail is not available for any class of international mail. A NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or RegisteredMail. t, •For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Recelpt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. •For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mallpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed;detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,April2002 (Reverse) 102595-02-M-1132 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ONDEVVERY ■ Complete items 1,2,and 3.Also complete A. Sig ture UWA titem 4 if Restricted Delivery is desired.■ Print your name and address on the reverse X � % ee so that we can return the card to you. Racal ed by(Print&dName C. � elivery ■ Attach this card to the back of the mailpiece, C 6 or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No i Richard H. Mahoney ' Diane K. Mahoney I 6835 Morley Road 3 Service Type Concord, OH 44077 �rtified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from seMcelabeq s 7002E 0i360 ;0003 a4;023 78,46 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 . fv. UNITED STATES POSTAL SERVIP --Firqt-Glass-Mall- ------ 1P6st4qe4&-,F@es- ,Paid • Sender: Please print your name, address-i-a lk�ln this" #M Craig R. Short, P.E. P. O. Box 1044 South Dennis,MA 02660 0' ` ;S ru M M F A a - M Postage $ 37, A�01� 0 Certified Fee S� O Retum Reoeipt Fee !J Pa (Endorsement Required) ��/ cD Restricted Detivery Fee Q� O (Endorsement Required) v . nj Total Postage fl Fees C3 sen!',.r ,—FBP Realty LLC _. 'sires r c/o`Fletcher,`Tilton Bi Whipple PC~�' o.Pc a-".370 Main Street,.12th _. ...+ floor Worcester, MA 01608 _ f Certified Mail Provides: o A mailing receipt io A unique identifier for your mailpiece 0 A signature upon delivery a A record of delivery kept by the Postal Service for two years ithportant Reminders: - - -- •Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. e Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. •For an additional fee, delivery may be restricted. to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery'. io If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,April 2002 (Reverse) 102595.02-M-1132 i COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si + item 4 if Restricted Delivery is desired. ❑Agent I ■ Print your name and address on the reverse Addressee so that we can return the card to you. B. Rec iv ted Nam C.-Da of D livery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: I D. Is d ery address eren from Rem 1? Yes �} If YES,enter delivery ❑ress below: No !I FBP Realty LLC 41,elv I c/o Fletcher,Tilton&Whipple PC.-;7.- 370 Main Street, 12"floor ; a Service Type Worcester,MA 01608 ified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes i 2. Article Number (Tiansler from service tabeQ t;l i ;t,7 0 A 2t 0;8 6„0 �0 pRo A 154�2 3w 7 8 91 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Craig R. Short, P.E. P.O. Box 1044 South Dennis, MA 02660 I I I �� !!!!}�i![fifi!!}Ifiltfiltttetsfififii!!}FfiF}fi}fi!lfilfi}Ifilfil4fii}fit!' I � co .- r% M ru :w r3 rO F F I C I A L U S El o Postage $ z 37 — I � .6 td7 J 1D O Certified Fee 36 Retum Receipt Fee r r 7� P Here k (Endorsement Required) Here cO Restricted Delivery Fee O (Endorsement Required). rU Total Postage d Fees 1 O ... C3 SBntT( r` sireer,"i' Dorothy R. Sullivan .......... or PO B 13 Smith Street cny,sre, Hyannis,MA 0260'1 Certified Mail Provides: 'I a A mailing receipt p o A unique identifier for your mailpiece a A signature upon delivery -• o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. p Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery. p If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,April 2002 (Reverse) 102595-02-M-1132 COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign ture item 4 if Restricted Delivery is desired. 11Agent X ■ Print your name and address on the reverse ; dressee so that we can return the card to you. B. Received by(P' ed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. �i /� D. Is delivery address different from item 11 ❑Yes 1. Article Addressed to: qq p ;(J o If YES,enter delivery address below: ❑No Dorothy R. Sullivan 13 Smith Street 3. Service Type Hyannis,MA 02601 rtlfied Mail ❑Express Mail El Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7:002 0860 0003. 4U2 :;7877; (Transfer from service?abet) ;; ;; i;; , PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 h UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • M I Craig R. Short,P.E. P. O. Box 1044 South Dennis,MA 02660 i111tItt1!1}IIS!t!i!!�1141!tIl�litttilfti!iS!i!1!tlf�ll�Itl!!t i i C] 0 lT I• / • • .• • •-• m 6 0 F F I C I A L Postage $ , 3 0 Certified Fee d lJ O Return Receipt Fee _0 (Endorsement Required) ResC3 (EnddorsementiRegry Fee uired) fU Totat Postage&Fees $ i O - _ y..� o Sent 7- N(rlOc' N Big Yellow Ltd. Partners -P snpat. c/o John Laftsidis or PO r_.;. .365 Scudder Avenue Hyannis, MA 02601 Certified Mail Provides: o A mailing receipt V 0 A unique identifier for your mailpiece n A signature upon delivery - - a A record of delivery kept by the Postal Service for two years Important Reminders: to Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. to Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. io For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail,receipt is required: o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark.the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS form 3800,April2002 (Reverse) 102595.02-M-1132 i �a SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signs,re item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse X ` �� ❑Addressee so that we can return the card to you. B.NReceiv ( Tinted ame) C. Date of Delivery ■ Attach this card to the back of the mailpiece, `/ or on the front if space permits. G r D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: /' ' If YES,enter delivery address below: ❑No Big Yellow Ltd. Partnership c/o John Laftsidis 365 Scudder Avenue 3. Service Type Hyannis, NIA 02601 ified Mail ❑Express Mail (❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) ki ; . .7 0 0 2 :.0 8 6 0 ;0;0 0,3 4 0 2 3,.7;9 0 7 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE--717—i-" First-Class Mail Postage&Fees Paid LISPS �Permit No.G-10 \3 • Sender: Please prin address, and-ZlRt4.in this.box Craig,R. Short,P.E. P. O.Box 1044 South Dennis,MA 02660 1 111 fill It 1 11111 43 cU . r- m ma s..., ;;' F I C I A L m Postage $ , 3 C3 Certified Fee „/ 60 �'P f(f �tmsrk Return Receipt Fee CV Here -El (Endorsement Required) t (1) cO Restricted Delivery Fee Q p (Endorsement Required) fru Total Postage&Fees ' �!� O SentT. - Michael Notarangelo -Rose B. Notarangelo ..:- street,; c.aoE. .- 20 Nichols Street City,sr, . - Norwood,MA 02062 i Certified Mail Provides: a A mailing receipt _ o A unique identifier for your mailpiece o A signature upon delivery n A record of delivery kept by the Postal Service for two years Important Reminders: - - o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. c Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. d For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailplece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. ®For an additional fee, delivery may be restricted. to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,April2002 (Reverse) 102595-02-M-1132 SENDER: COMPLETE TH IS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si ature item 4 if Restricted Delivery is desired. El Age ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Recei d by(Printed Na e) C. Date o Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. A l L trA D. Is delivery address Aprent from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: No I Michael Notarangelo � ' Rose B. Notarangelo 20 Nichols Street - 3. a ice Type Norwood MA 02062 LZIGertified Mail ❑Express Mail Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number s (Transfer from service label) s i 'i7002 °08 ,, 1 �0�3 54023, 7884 I { i s + i PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 I i I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I I • Sender: Please print your name, address, and ZIP+4 in this box • M ol !I I Craig R. Short, P.E. P. O. Box 1044 South Dennis,MA 02660 I I I M L co �. .• . . . r— m ru c 0 F F I C I A L U S m Postage $ t 3 7 o �! O in Certified FeeClr)i02$s� ' Postmark _n ReturnReceipt Fee ( r 87 Here � (Endorsesement Required) cO Restricted Delivery Fee I ^ O (Endorsement Required) QQR/ (q rU Total Postage&Fees $ E3 {� v O —gont 1 �Q$. . §Weer, James M. Mullin .......--.- or PO, P. O. Box 241 city sf ...,....... a Hyannis,MA 02601 j Certified Mail Provides: a A mailing receipt a A unique identifier for your mailpiece a A signature upon delivery - - a A record of delivery kept by the Postal Service for two years Important Reminders: _ Q o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. a Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail:. a For an additional fee,a Return Receipt may be requested to provide proof of f delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. f PS Form 3800,April 2002 (Reverse) 102595.02-M-1132 COMPLETE THIS SECTION ON DELIVERY SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete item 4 if Restricted Delivery is desired. y' / ❑Agent ■ Print your name and address on the reverse X oG� ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is ��di` ss different from item 1? ❑Yes 1. Article Addressed to: S/ � enter �gry address below: ❑No Z v �. sEp 2 4 20M James M. Mullin P. O.BOX 241 3. rvi Hyannis, MA 02601 i ❑Express Mail Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) I 0860 ��3 4023 7853 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 ' UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • Craig R..Short, P.E. P. 0. Box 1044 South Dennis, MA 02660 C►26604 >`040, 0 September 10, 2007 Board of Health Mr. Thomas McKean Town of Barnstable 200 Main Street Hyannis,MA 02601 Dear Mr.McKean, Everytime I ride by 373 Scudder,I feel like I'm riding througha slum area. Since I live _ in the area, I'd like to think that is not the case. Can't anything be done about that hideous looking septic system that has been raised up so it can accommodate the many people who rent a room at this home? The vegetation has overgrown to the point that one wonders if it ever needs to be pumped,will they find the cover? I know that it has been pumped twice in the past year. Someone recently dumped sand like dirt around the perimeter of this site. It is just terrible. The whole house should be condemned. My neighbors and I would certainly appreciate someone from the Health Department coming out to look at this atrocity. There's got to be something that can be done to make this place more presentable. Tour buses going to the Kennedy Compound go by this area all the time. President Clinton also went by when he was in the White House. We'd appreciate anything that can be done. Thank you, Cam3 "C7 m� 1 V)i N > A concerned citizen for a better community @ - W cc: Richard and Diane Mahoney—Absentee Owners , r 6835 Morley Road M Concord, Ohio 44077 r cFTHE Tp�, Town of Barnstable Regulatory Services BARNSTA9 MASSSB`E'� Thomas F. Geiler,Director 1639. o0 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 January 4, 2007 Dick Mahoney 6835 Morley Rd. Concord OH 44077 NOTICE OF VIOLATIONS OF BARNSTABLE CODE CHAPTER 360 ARTICLE VII 060-16,ARTICLE 1 §353.1. VIOLATION OF 105 CMR 410.354 STATE SANITARY CODE The property owned by you located at 373 Scudder Ave, Hyannis was inspected on January 3, 2007 by Donald Desmarais, RS Health Inspector for the Town of Barnstable, because of a complaint. The following violation was observed. �360-16; Town of Barnstable Code: The septic system is in hydraulic failure. Raw sewage was observed at ground level by the side of the leaching vault. You are ordered to correct the above listed violation through the following directives: 1) You are directed to hire a licensed septage hauler to pump the overflowing septic system within twenty-four (24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if need be)to keep it from overflowing onto the ground. 3) You are further directed to contact and hire a professional engineer to determine the cause of failure in respect to the aforementioned system within 14 days. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance may result in the issuance of a$100.00 non-criminal ticket citation. Each day's failure to comply with an order of the Board of Health shall constitute as a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health � � i I .� ; . �� '�E �. -y____ i �tHE Tq, DATE: ICA Town n of Barnstable FEE: ELARNSTABM - r� 1659. `�� ` REC. BY � Board of Health. 367 Main Street, Hyannis MA 0260, sc D. DATE: Office: 508-86214644 ; Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H_ Ralph A-Murphy,M.D_ VARIANCE REQUEST FORM - LOCATION Property Address: 373 Scudder Avenue, Hyannis, MA Assessor's Map and Parcel Number: MAP 288 PARCEL 196 Size of Lot: 7,900+/-sf Wetlands Within 300 Ft. Yes Business Name: No XX Subdivision Narne: APPLICANT'S NAME: Richard H. Mahoney Phone: 1-440-3_57-1_558 Did the owner of the property authorize you to represent him or her? Yes 4X No (signoture to he supplied at hearing PROPERTY OWNER'S NAME CONTACT PERSON Narne: Richard H. &Diane K. Mahoney Name: Craig R. Short. l'.E. Address 6835 Morley Road Address P. O. Box 1044 Concord,OH 44077 South Dennis, MA 02660 Phone 1-440-357-1558 Phone 1-508-398-8311 VARIANCE FROM REGULATIONS REASON FOR VARIANCE Title 5 Section 15.211 Distance between S.A.S. &drain leading a>, to a wetland- 50' required_ A 24.5' variance is re;uested C) Title 5 Section 15.255(9) cn Distance between S.A.S. & Breakout barrier two a wall should be 10' A 5' variance is regrfe ted BOH Part VI11 Section 1:00 ==i _ Distance between all septic system components and a drain leading to wetland- 100' required. From S.A.S. A 74.5' variance is requested _ - From Septic/Pump Chamber- A 67' variance is requested 'T' From Septic Tank A 24' variance is requested NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the.completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g,house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/leasee only],outside dining variance renewals[same ownedleasee only],and variances to repair failed sewage disposal systems (only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask;R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. 07/WP/VARTREn 46 q our & C9,2, ner 235 Great Western Road P.O- Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL& BUILDING DESIGNS ADDENDUM AGREEMENT FOR BOARD OF HEALTH VARIANCE FILING AS a result of existing conditions in the field a variance from the Health Code and/or Title 5 is necessary in order to install a septic system, Craig R. Short, P.E. (Engineer) agrees to provide for the additional cost of. plus disbursements to: Richard Mahoney,6835 Morley Road, Concord, Ohl 44077,the following services for: 373 Scudder Avenue,Hyannis, MA I. Apply to Board of Health for Variances 2. Representation by Staff at Board of Health public hearing(once) (additional hearings, if required, will be charged at per hour). Estimated Disbursements: Town filing fee Additional Copies Certified Mail to abutters Total Estimated Disbursements: Barnstable Board of Health requires a dimensional and to scale floor plan of the existing,house, (entry will be required) teach floor= TOTAL ESTIMATED FEE AND DISBURSEMENTS: Work to commence upon receipt of signed contract and deposit. TERMS: Payment to Craig R. Short, P.E. (Engineer) with this signed proposal Additional Cost Items(i.e. filing fees, copies, etc.) shall be paid directly by CLIENT, or if paid by Engineer, a 10%fee will be charged A finance charge of 1.5%per.month will be charged to all amounts remaining unpaid 30 days after date of original bill Agreed upon by. ;--� Craig R.'S P.E. (Engineer) Date /CLIENT: Richard Mahoney Date > Note:If State DEP(Department of Environmental Protection)fi{ing is required,additional fees will,be required. -, This proposal m'ay be'wtthdrawn or prices and time-frames may change if not accepted within 30days Any changes to this signed proposal may deem it null and void if not accepted by BOTH parties Plans released for filings and/or permit upon payment of all balances Any requested revisions will be billed at the rate of S75 per hour ,. r r ABUTTERS OF Richard Mahoney 373 Scudder Avenue, Hyannis, MA AM 288/196 BOH hearing 10/12/04 CRS File# 1-998 Richard H. Mahoney Diane K. Mahoney AM 288/196 6835 Morley Road Concord, OH 44077 James M. Mullin P. O. Box 241 AM 288/197 ` Hyannis, MA 02601 Dawn E. Ferreira P. O. Box 711 AM 288/136 Hyannisport,MA 02647 Dorothy R. Sullivan 13 Smith Street AM 288/12 Hyannis, MA 02601 Michael Notarangelo Rose B. Notarangelo AM 288/44 20 Nichols Street Norwood,MA 02062 FBP Realty LLC c/o Fletcher, Tilton&Whipple PC AM 288/45-1 370 Main Street, 12 floor Worcester, MA 01608 Big Yellow Ltd. Partnership c/o John Laftsidis AM 288/93 365 Scudder Avenue Hyannis, MA 02601 En CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING NOTIFICATION TO ABUTTERS OF: Homeowner: Richard H. Mahoney Certified Mail 6835 Morley Road Return Receipt Requested Concord, OH 44077 Re: Septic System Upgrade @ 373 Scudder Avenue,Hyannis,MA . As an abutter of the referenced site, please be advised that an application for variances from the Regulations of the Massachusetts Department of Environmental Protection, Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variances are requested: Title 5 Regulation and Barnstable Board of Health Regulations Title 5 Section 15.211 Distance between S.A.S. &drain leading to wetland- 50' required. A 24.5' variance is requested Title 5 Section 15.255(9) Distance between S.A.S. &Breakout barrier wall should be 10'. A 5' variance is requested Barnstable B.O.H. Part VIII Section 1:00 Distance between all septic system components&drain leading to wetland— 100' required- *74.5' variance is requested from S.A.S. A 67'variance is requested from Septic/Pump Chamber A 24' variance is requested from Septic Tank The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA 02601, Monday through Friday(excluding holidays)fi-om 8:30 a.m. to 4:30 p.m. A hearing date is scheduled for Tuesday,October 12,2004 beginning at 7:00 PM in the Hearing Room at the Barnstable Town Hall. Please call Barnstable Health Department to confirm date&time(508-862-4644). This letter is to serve as an official notification to abutters. Sincerely, Craig R. ort, P.E. Cc: File Barnstable Board of Health Abutters To Whom it May Concern, Reference:Property at 393 Scudder Avenue(at the four way intersection of Scudder and Smith) Gray house on corner. This property has been a source of problems for quite a while. At one time it was home to many Irish students working the summers,having parties and disturbing neighbors' sleep at ungodly hours(2:00-3:00 AM).Police had to break up these parties many times. Health Department got involved and thought they had the problem rectified because the owner from Canton acted upon the problems after they were ordered to. The house then went on the market. The"for sale"sign has since been taken down and now the house is occupied by many young people. On a given day there are as many as six to eight vehicles on the front of the property-this causes a problem for oncoming traffic. Many young people have been noticed entering and spending nights at this house. What kind of a house is it that can make a neighborhood go down hill like this? There are no curtains,they use sheets to cover the windows. Trash barrels are left in the front. How many bathrooms does this house have that can accommodate all these people? It would be to the Board of Health's advantage to take a look at this property again due to the many people that occupy this house and the reasons that are listed above and that it is becoming more of a slum area and it makes the surrounding neighborhood look unattractive. It is also on the same route that bus tours use to visit the Kennedy Compound. Is this fair to tourists that have to look at that? Is this fair to surrounding neighbors who are working hard to keep their property up? Please honor this request. Thank you-a concerned citizen 'Sr, pU1HE toy, Town of Barnstable Regulatory Services * BARNSrASLE. MASS. Thomas F. Geiler,Director �ArED 39. A,0 Public Health Division Thomas McKean, Director 200 Main Street, Hyannis,.MA 02601 - Office: 508-862-4644 Fax: 508-790-6304 January 4, 2007 Dick Mahoney 6835 Morley Rd. Concord OH 44077 _ NOTICE OF VIOLATIONS OF BARNSTABLE CODE CHAPTER 360 ARTICLE VII 060-16, ARTICLE 1053.1. VIOLATION OF 105 CMR 410.354.STATE SANITARY CODE The property owned by you located at 373 Scudder Ave;Hyannis-was inspected on January 3, 2007 by Donald Desmarais, RS Health Inspector for the Town of Barnstable, because of a complaint. The following violation was observed. §360-16; Town of Barnstable Code: The septic system is in hydraulic failure. Raw sewage-was observed,at-ground-level by the side of the leaching vault You are ordered to correct the above listed violation through the following directives: 1)' You are directed to hire a-licensed septage-Hauler to pump the overflowing septic system within twenty-four (24) hours of receipt of this letter. T 2) You are also directed to keep the on-site sewage disposal system pumped as many - times as necessary(daily if need be) to keep it from-overflowing onto the ground. - 3) You are further directed to contact and hire aprofessional engineer to determine the cause of failure in respect to the aforementioned system within 14-days. You may request a hearing before the Board ofHealth if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance may result in the issuance of a$100.00 non-criminal ticket citation. Each day's failure to comply with an order of the Board of Health shall constitute as a separate violation. PER ORDER OF THE BO OF HEALTH Thomas A. McKean Director of Public Health S' COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY ARLEEN O'DONNELL Lieutenant Governor Commissioner APPROVAL FOR REMEDIAL USE Pursuant to Title,310 CMR 15.000 Name and Address of Applicant: Pirana ABG,Inc. 336 Division Road Petoskey,MI 49770 Trade name of technology: SludgeHammer Alternative Treatment System (hereinafter called the "System"). Schematic drawing of a typical System and Technology checklist are attached and are a part of this Approval. Transmittal Number: W031991 Date of Issuance: May 26, 2004,Modified April 10, 2007 Expiration date: May 26,2009 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of. Environmental Protection hereby issues this Approval for Remedial Use to:Pirana ABG,336 Division Rd.,Petoskey,MI 49770(hereinafter"the Company"),approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below.Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 5.000. Glenn`Haas,Acting Assistant Commissioner ' Date Bureau of Resource Protection Department of Environmental Protection This information is available in alternate formaL Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-29&2207. MassDEP on the World Wide Web: http:fMnvw_mass.govtdep 0 Printed on Recycled Paper . t , Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page Z of 11 I. Purpose 1. The purpose of this approval is to allow use of the System in Massachusetts, on a Remedial Use basis to repair systems failing to protect public health and safety and the environment where failure has occurred as described in 310 CMR 15.303 (1)(a) (1) and (2) due to clogging of the soil absorption system (SAS). 2. With the necessary permits and approvals required by 310 CMR 15.000, this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.284(2). 4. This Approval for Remedial Use authorizes the use of the System where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system and the design flow for the facility is less than 2,000 gallons per day(GPD). H. Design Standards 1. The System consists of an aeration device,40 watt unit operated on a continuous basis, and a System bacterial source installed in an existing septic tank or a new septic tank designed in. accordance with 310 CMR 15.223 through 15.228. The bacterial source consists of plastic media coated with the bacteria. The System converts the septic tank into a facultative bioreactor to treat residential strength wastewater from facilities with a design flow of less than 2,000 GPD. The treated effluent is discharged to either the existing soil absorption system or to a new SAS designed and installed in accordance with 310 CMR 15.000. 2. A microbial culture is established in the septic tank and maintained using the aeration device and the bacterial source.The aerator mixes the contents of the septic tank with the bacteria and aerates the liquid. The System's biomass reduces both the biochemical oxygen demand (BOD5)and the total suspended solids(TSS)concentration in the effluent from the septic tank. The effluent from the septic tank contains dissolved oxygen and System bacteria that discharge to the SAS and act to reduce the thickness of the biornat improving the soil absorption capacity. 3. Prior to installation of the System,the site shall be evaluated in accordance with 310 CMR 15.100 through 15.107. The existing on-site system including the septic tank,distribution box and SAS shall be inspected in accordance with 310 CMR 15.302. 4. No System shall be proposed for installation where: A. The high groundwater elevation determined in accordance with 310 CMR 15.103 would be less than two feet below the bottom of the SAS. Modified Approval for Remedial Use StudgeHammer Alternative Treatment System . Page 3 of 11 B. A facility for which the site investigation indicates that the existing onsite system was designed and installed for a design flow smaller than required by 310 CMR 15.203, unless the onsite system is expanded to meet the current design flow requirements of Title 5. The minimum area for the existing or upgraded SAS shall not be less than 50 percent of the area required in accordance with 310 CMR 15.242. C. An existing septic tank is not tested and shown to be watertight. D. The proposed installation is for a failed or failing leaching pit or cesspool. 5. The System shall be equipped with a monitoring device that provides data collection to include tracking the elevation of the effluent in the SAS, and temperature. The data can be stored and reported to include high, low and average levels for each parameter each month and daily values for the last thirty days. - 6. For seasonal use,the System shall be reactivated by the addition of a fresh culture of bacteria at each start up. III. Allowable Sail Absorption System Design 1. Reduction of the Required Soil Absorption System Size-Ali applicant is eligible for up to a 50 percent reduction in the area of the soil absorption system required by 310 CMR 15.242, where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow up to a 50 percent reduction in the area of the soil absorption system required by 310 CMR 15.242,provided that all of the following conditions are met: A. No reduction in the required separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch)between the bottom of the stone underlying the SAS and the high groundwater elevation is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. B. No reduction in the required four feet of naturally occurring pervious material is allowed unless the Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. Any such reduction must first be approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. C. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible,the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b), (f), (g), and (h)• Modified Approval for Remedial Use SludgeHammer Alternative Treatment System. Page 4 of I I D. Where full compliance with all of the minimum setback distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above,then pursuant to 310 CMR 15.410, the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. 2. Reduction of the Required Separation Distance to High Groundwater Elevation - An Applicant is eligible for a reduction in separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation, where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow a reduction in the required separation (four feet in soils with a recorded percolation rate of snore than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation,provided that all of the following conditions are met: A. A minimum two foot separation(in soils with a recorded percolation rate of more than two minutes per inch) or a minimum three foot separation (in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation is maintained. B. No reduction. in the required SAS size is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 3.10 CMR 15.284. C. No reduction in the required four feet of naturally occurring pervious material is allowed unless the Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. Any such reduction must first be approved by the local approving authority and then approved by the Department pursuant to 310 CNM 15.284. D. Where full compliance with all of the muulnurn set back distances in 310 CMR 15.211 is not feasible, the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b), (f), (g), and (h). E. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above, then pursuant to 310.CMR 15.410, the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. ' Modified Approval for Remedial Use SludgeHammer Alternative"treatment System Page 5 of 11 3. Reduction of the Requirement for Four Feet of Naturally Occurring Pervious Material —An Applicant is eligible for a reduction in the required four feet of naturally occurring pervious material in an area of no less than two feet of.naturally occurring pervious material, where all of the: following conditions are met. Accordingly, in approving design and installation of the System-by a particular Applicant, the local approving authority may allow a reduction in the required four feet of naturally occurring pervious material in an area with no less than two feet of naturally occurring pervious material, provided that all of the following conditions are met: A. The Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. No reduction in the required SAS size is allowed unless such a reduction is first approved by the _local approving authority and then approved by the Department pursuant to 310 CMR 15.284. B. No reduction in the required separation (.four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in .soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. C. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a); (b), (f J, (g), and (h). D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above,then pursuant to 310 CMR 15.410, the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. IV. General Conditions 1. All provisions of 310 CMR 15.000 are applicable to the use of this System, the System owner and the Company, except those that specifically have been varied by the terms of this Approval. 2. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory. It shall be a violation of this Approval to falsify any data collected.pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable tunes. • Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 6 of 11 4. In accordance with applicable law,the Department and the local approving authority may require the owner 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. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed, upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. When a sanitary sewer connection becomes feasible, the facility served by the System shall be connected to the sewer,within 60 days of such feasibility, and the System shall be abandoned in compliance with 310 CMR 15.354.unless a later time is allowed,in writing,by the approving authority. 6. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications,310 CMR 15.000 and this Approval. V. Conditions Applicable to the System Owner I. The System is approved for use with sanitary sewage only. Any wastes that are non- sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall.be lawfully disposed. 2. Any effluent samples shall be taken at the distribution box or the pipe entering a pump chamber or other Department approved location from the treatment unit. Any required influent sample shall be taken at a point that will provide a representative sample of the influent. Influent sampling locations shall be upstream of the septic.tank at a location determined by the system designer, subject to written approval by the Department 3. Operation and Maintenance Agreement: A. Throughout its life,the System owner shall operate and maintain the System in accordance with the Company and designer's operation and maintenance requirements and this Approval. To ensure proper operation and maintenance (O&M), the System owner shall enter into an O&M agreement. No O&M agreement shall be for less than one year. B. No System shall be used until an O&M agreement is submitted to the approving authority which: . a. Provides for the contracting with the Company or its approved management company, trained by the Company as provided in Section VI (6), to operate the System consistent with the System's specifications and the operation and maintenance requirements specified by the designer and any specified by the Department; 5 ' Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 7 of 11 b. Contains procedures for notification to the Department and the local board of health within five days of a System failure or alarm event wid for corrective measures to be taken immediately; C. Provides the name of an operator,which must be a Massachusetts certified operator if one is required by 257 CMR 2.00, that will operate and monitor the System. The operator must inspect the System at least every three months and anytime there is an alarm event. 4. The System owner shall at all times.have the System properly operated and maintained in accordance with this Approval,the designer's operation and maintenance requirements and the Company's approved operating procedures. The System owner shall notify the Department and the local approving authority in writing within seven days of any cancellation, expiration or other change in the terms and/or conditions of their O&M agreement. 5. Prior to transferring any or all interest in the property served by the System, or any - portion of the property, including any possessory interest,the System owner shall provide written notice of all conditions contained irl this Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part thereof a copy of this Approval for the System. The System owner shall send a copy of such written notification(s)to the local approving authority within 10 days of such notice being given. 6. The System shall be monitored quarterly for depth of ponding and DO in the SAS. Should the System exhibit excessive ponding levels after three months of operation (water surface elevation equal to or greater than the water surface elevation prior to installation of the System), at a minimum,the following parameters shall be monitored: pH, BOD5, TSS, depth of effluent and DO in the SAS and water use. Monitoring shall continue for at least one year when at the written request of the System owner, the Department may reduce the monitoring and reporting requirements. 7. By January 3 1" of each year for the previous year,the System owner shall submit to the approving authority all data collected in accordance with item 6, above, and an O&M checklist and a technology checklist,completed by the System operator for each inspection performed during the previous calendar year. A copy of the technology checklist is attached to this Approval. 8. Prior to the issuance of a Certificate of Compliance for the System, the System owner shall record and/or register in the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing the existence of the alternative system subject to this Approval on the property. If the property subject to the Notice is unregistered land, the Notice shall be marginally referenced on the owner's deed to the property. Within 30 days of recording and/or registering the Notice, the System owner shall submit the following to the local approving authority: (i) a certified Registry copy of the Notice bearing the book and page/instrument number and/or document number; and (ii) if the property is unregistered land, a Registry copy of the owner's deed to the property,bearing the marginal reference. Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 8 of i l VI. Conditions Applicable to the Company 1. The Company shall develop and submit to the Department within 60 days of the effective date of this Approval: minimum site evaluation criteria and installation requirements; an operating manual, including information on substances that should not be discharged to the System; a technology checklist; and a recommended schedule for maintenance and replacement of the plastic media essential to consistent successful performance of the installed Systems. The Company shall:develop and submit to the Department within 60 days of the effective date of this Approval a standard protocol essential for consistent and accurate measurement of the performance of installed Systems, including procedures for sampling,collecting data and analysis of the System effluent and for evaluating effluent depth in the SAS. The sampling and analysis protocol shall be in accordance with the.latest edition of Standard Methods for the Examination of Water and Wastewater. The Company shall make available,in print and electronic format,the referenced procedures and protocol above to owners, operators, designers and installers of the System. The Company shall submit to the Department within 60 days of the effective date of this Approval a complete manual on operation of the SAS monitoring unit and the procedures required to conduct monitoring of the System and any procedures that will be implemented should the monitoring System fail. 2. By January 31St of each year,the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that contains information on the System, for the previous calendar year. The report shall include the following information: A. The total number of units of the System sold for use in Massachusetts during the previous year; the address of each installed System,the owner's name and address, the type of use(e.g. residential, commercial,institutional) and the design flow; B. Date when system was installed and started up; C. Tabulation of the sampling parameters and results with backup inspection and laboratory sheets; D. Statistical analysis of the sampling results including but not limited to average and mean values; status of the SAS including depth of effluent and change in depth over the operating year; E. Tabulation of systems that are in failure as described in 31.0 CMR 15.303 (1)(a)(1) or(2) due to excessive ponding of effluent in the SAS,reasons for non- compliance and any corrective action taken including but not limited to design, installation and/or operation or maintenance changes required to reach compliance; F. The inspection results recorded on a Department approved inspection form and a technology checklist. The forms must be completed by the System operator and submitted to the Department with the annual report. ' Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 9 of I I G. A general summary of the results for the year, any recommended changes to the design, installation and/or operation and maintenance procedures and a schedule for implementing those changes; and H. Warranty issues both resolved and unresolved or an explanation of any warranty claims that have been received and their resolution. 3. The Company or its designee shall review the plans and site evaluation conducted fbr the System prior to the sale of any unit to ensure that the proposed installation of the System is at a site consistent with this Approval and the System's capabilities. The Company shall certify in writing that the System plan and existing site conditions conform to the requirements of this Approval and any requirements of the Company and shall submit a copy of that certification to the local approving authority and the System owner. 4. Prior to the issuance of a Certificate of Compliance for the System, the Company shall submit to the local approving authority and the System owner a signed certification that the System has been installed in accordance with the Company's requirements, the approved plan and this Approval. This certification in no way changes the requirements of 310 CMR 15.021(3). 5. The Company or the Company's approved operation and maintenance contractor shall maintain a contract with the System owner that: A. Provides for operating and maintaining the System with an operator that has been trained by the Company to operate the System consistent with the System's specifications and any additional operation and maintenance requirements specified by the designer or by the Department; B. Contains procedures for notification to the System owner, the Department and the local approving authority within five days of knowledge of a System failure and for corrective measures to be taken immediately; C. Contains procedures for inspecting the plastic media.bacterial source at each quarterly visit and if necessary replacing the media. At a minimum, the microbial inoculants shall be replaced annually; and D. Contains a plan to determine if required after the first three months of operation why the effluent water surface elevations in the SAS are as high or higher then the water surface elevation when the System was installed. S. The Company shall institute and maintain a program of operator training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make the list of qualified operators available by February l"of each year. The company shall update the list of qualified operators and make the list known to users of the technology. 7. The Company shall provide to each System owner a written warranty transferable to a new owner that includes the following: A. Refund of the cost of equipment and installation should the System continue in failure as described in 310 CMR 15.303(1)(a)(1) and(2) after 120 days of Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 10 of 11 operation that is conducted in accordance with the Company's specifications and oversight; or B. Refund of the cost of equipment and installation should the System fail as described in 310 CMR 15.303(1)(a)(1) and(2)within two years of installation provided that the System owner has entered into and maintained an operation and maintenance contract with the Company and has operated the System in accordance with the Company's specifications. 8. The Company shall conduct a performance evaluation starting after the first 100 systems have been installed and operating for at least one year. A report shall be submitted to the Department no more than 180 days beyond the one year period evaluating whether at least'90 percent of the units installed for at least one year have demonstrated a reduction in depth and that the reduction in depth of the effluent elevation for the SAS systems has occurred within 120 days of start up or that ponding elevations in any new SAS systems are not excessive. Should the System not demonstrate the capability to reduce or eliminate ponding in 90 percent of the failed systems,the report shall detail the changes that must be made in site evaluation, design, installation and/or operation or maintenance to meet the goal and shall include a schedule containing a deadline for implementing those changes. No more than 100 systems shall be installed until the performance report has been completed and the results indicate that over 90 percent of the Systems are no longer in failure. 9. The Company shall include copies of this Approval and the procedures and protocol described in Section VI(1) with each System that is sold. In any contract executed by the Company for distribution or re-sale of the Syste?b, the Company shall require the distributor or re-seller to provide each.purchaser of the System with copies of this Approval and the procedures and protocol described in Section VI(1). 10. The Company shall notify the Director of the Watershed Permitting Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 11. The Company shall filrmsh the Department any information that the Department requests regarding the System within 21 days of the receipt of that request. 12. If the Company wishes to continue this Approval after its expiration date, the Company shall apply for and obtain a renewal of this Approval. The Company shall submit a renewal application at least 180 days before the expiration date of this Approval, unless written permission for a later date has been granted in writing by the Department. This approval shall continue in force until the.Department has acted on the renewal application. ` Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 1.1 of 11 VII. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department l. The Department may suspend, modify or revoke this Approval for cause, including, but not limited to,non-compliance with the terms of this Approval, inadequate system performance demonstrated by the annual report required iri Section VI (2) or other relevant information,non-payment of the annual compliance assurance fee, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable Iaw. The Department reserves its rights to take any enforcement action authorized by law with respect to this Approval and/or the System against the owner, or operator of the System and/or the Company. IX. Expiration Date 1. Notwithstanding the expiration date of this Approval, any System sold and installed prior to the expiration date of this Approval, and approved, installed and maintained in compliance with this Approval (as it maybe modified) and 310 CMR 15.000,may remain in use unless the Department, the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. W031991 SludgeHamme'r Alternative Treatment System 040607 k �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY ARLEEN O'DONNELL Lieutenant Governor Commissioner MODIFIED APPROVAL FOR REMEDIAL USE Pursuant to Title, 310 CMR 15.000 Name and Address of Applicant: Pirana ABG, Inc. 336 Division Road Petoskey, MI 49770 Trade name of technology: SludgeHammer Alternative Treatment System (hereinafter called the "System"). Schematic drawing of a typical System and Technology checklist are attached and are a part of this Approval. Transmittal Number: W031991 Date of Issuance: May 26, 2004, Modified April 10, 2007, August 2, 2007, August 21, 2007 Expiration date: May 26, 2009 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Approval for Remedial Use to: Pirana ABG, 336 Division Rd., Petoskey, MI 49770 (hereinafter"the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. _ August 21, 2007 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep �,"a Printed on Recycled Paper Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 2 of 1.1 I. Purpose 1. The purpose of this approval is to allow use of the System in Massachusetts, on a Remedial Use basis to repair systems failing to protect public health and safety and the environment where failure has occurred as described in 310 CMR 15.3 03 (1) (a) (1) and (2) due to clogging of the soil absorption system (SAS). 2. With the necessary permiis and approvals required by 310 CMR 15.000, this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.284(2). 4. This Approval for Remedial Use authorizes the use of the System where the local approving authority finds that the System is for upgrade of.a failed, failing or nonconforming system and the design flow for the facility is less than 2,000 gallons per day (GPD). 5. This approval is limited to the applicant's use of the technology. MassDEP makes no determination concerning any ownership interest or any other property or legal rights associated with the use of the technology IL Design Standards 1. The System consists of an aeration device, 40 watt unit operated on a continuous basis, and a System bacterial source installed in an existing septic tank or a new septic tank designed in accordance with 310 CMR 15.223 through 15.228. The bacterial source consists of plastic media coated with the bacteria. The System converts the septic tank into a facultative bioreactor to treat residential strength wastewater from facilities with a design flow of less than 2,000 GPD. The treated effluent is discharged to either the existing.soil absorption : system or to a new SAS designed and installed iri accordance with 310 CMR 15.000. 2. A microbial culture is established in the septic tank,and.maintained using the aeration device and the bacterial source. The aerator mixes the contents of the septic tank with the bacteria and aerates the liquid. The System's biomass reduces both the biochemical oxygen demand (BODO and,the total suspended solids (TSS) concentration in the effluent from the septic tank. The effluent from the septic tank contains dissolved oxygen and System bacteria that - discharge to the SAS and act to reduce the thickness of the biomat improving the soil absorption capacity. 3. Prior to installation of the System,the site shall be evaluated in accordance with 310 CMR 15.100 through 15.107. The existing on-site system including the septic tank, distribution box and SAS shall be inspected in accordance with 310 CMR 15.302. 11 n ,41 tk.% . 4 l t Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 3 of 11 4. The System shall not be proposed for installation where: A. The high groundwater elevation determined in accordance with 310 CMR 15.103 would be less than two feet below the bottom of the SAS. B. A facility for which the site investigation indicates that the existing onsite system was designed and installed for a design flow smaller than required by 310 CMR 15.203, unless the onsite system is expanded to meet the current design flow requirements of Title.5. The minimum area for the existing or.upgraded SAS shall not be less than 50 percent of the area required in accordance with 310 CMR 15.242. C. An existing septic tank has not been tested and shown to be watertight. D. The proposed installation is for a failed or failing leaching pit or cesspool. E. A.site investigation indicates that the existing soil absorption system must be removed and replaced prior to installation of the System. 5. The System shall be equipped with a monitoring device that provides data collection to include tracking the elevation of the effluent in the SAS, and temperature.The data can be stored and reported to include high, low and average levels for each parameter each month and daily'values for the last thirty.days. 6. For seasonal use,the System shall be reactivated by the addition of a fresh culture of bacteria at each start up. III. Allowable Soil Absorption System Design 1. Reduction of the Required Soil Absorption System Size - An applicant is eligible for up to a 50 percent reduction in the area of the soil absorption system required by 310 CMR 15.242, where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow up to a 50 percent reduction in the area of the soil absorption system required by 319 CMR 15.242,provided that all of the following conditions are met: A. No reduction in the required separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. B. No reduction in the required four feet of naturally occurring pervious material is allowed unless the Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. Any such reduction must first be approved by the local Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 4 of 11 approving authority and then approved by Department pursuant to 310 CMR 15.284. C. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, the local approving authority may allow a reduction under,a local upgrade approval in accordance with 310 CMR 45.405 (1) (a),(b), (e), (fJ, and. D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above, then pursuant to 310 CMR 15.41.0, the applicant first must obtain variances)'from the local approving authority and then approval of the Department. 2 ;Reductlon of the.Required Separation Distance to High Groundwater Elevation - An Applicant is eligible for a reduction in separation (four feet in soils with a recorded percolation,rate of,more,than two,minutes;per,inchfor five,feet m so.ils!with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation, where all of the following conditions are meta Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow a reduction in the required separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or. less, per inch) between the bottom of.the stone,underlying the SAS and the high f groundwater elevation,' provided.that all,bf the following conditions are met: A. A minimum two foot separation (in soils with a recorded.percolation rate of more than two minutes per inch) or a minimum three foot separation (in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying,the SAS and the high groundwater elevation is maintained. B. . No reduction in the required SAS size is allowed unless such.a reduction is first approved by.the local' approving authority and then approved by the Department pursuant-to 310 CMR 15.284 C. No reduction in the required four feel,of naturally,occurring pervious material is allowed unless the Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. Any such reduction must first be approved by .the local approving authority.and then approved by the Department pursuant to 310 CMR 15.284. D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not.feasible,.the local approving authority may allow a reduction under a local upgrade approval in accordance.with 310 CMR 15.405.(1) (a), (b), (e), (fj, and (g) 4 Modified Approval for Remedial Use , SludgeHammer Alternative Treatment System Page 5 of 11 , E.. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above;then pursuant to 31.0 CMR 15.410, the applicant first must obtain variance(s) from the local approving authority and.then approval of the Department. 3. Reduction of the Requirement for Four Feet of Naturally Occurring Pervious Material - An Applicant is eligible for a reduction in the required four feet of naturally occurring pervious material in an area of no less than two feet of naturally occurring pervious material, where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow a reduction in the required four feet of naturally occurring pervious material in an area with no less than two feet of naturally occurring pervious material, provided that all of the following conditions are met: A. . The -Applicant has demonstrated that the four foot requirement cannot be met anywhere on. the site: No reduction. in the required SAS size is. allowed unless such a' reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15,284, B. No reduction in the required separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom.of the stone underlying the SAS and the high groundwater elevation is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. C. _ Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b), (e), (fj, and (g)• . D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above, then pursuant to 310 CMR 15.410, the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. IV. General Conditions 1. All provisions of 310 CMR 15.000 are applicable to the use of this System, the System owner and the Company, except those that specifically have been varied by the terms of this Approval. } Modified Approval for Remedial Use f SludgeHammer Alternative Treatment System Page 6 of 11 2. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory. It shall be a violation of this Approval to falsify any data collected pursuant to an approved testing plan,to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law, the Department and the local approving authority may require the owner 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. 5. The Department has not determined that the performance of the System will provide a level of:protection,to;public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed, upgraded or expanded, if it is feasible.to connect the:facilitytto:a�sanitary sewer sunless as,allowed.by 310 CMR 15.004.;_When a sanitary. :.sewer:connection.becomes_feasible,.;the facility,served by the System shall.be connected.to the sewer, within 60 days of such feasibility, and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed, in writing, by the approving authority. 6. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications, 310 CMR 15.000 and this Approval. V. Conditions Applicable to the System'Owner 1. The System is approved for use with sanitary sewage only. Any wastes that are non- sanitary sewage generated or used at the facility served by the System shall not be introduced into.the System and shall be lawfully disposed. 2. Any effluent samples shall be taken,at the,distribution box or the pipe entering a pump chamber or other Department approved location from the treatment unit. Any required influent sample shall be taken at a point that will provide a representative sample of the- influent. Influent sampling locations shall be upstream of the septic tank at a location determined by the system designer, subject to written approval by the Department 3. Operation and Maintenance Agreement: A. Throughout its life,.the System owner shall operate and maintain the System in accordance with the Company and designer's operation and maintenance requirements and this Approval. To ensure proper operation and maintenance (O&M), the System owner shall enter into an 0&M agreement. -No 0&M agreement shall be for less than one year. f • Modified Approval for Remedial Use SludgeHammer Alternative Treatment System F Page 7 of 11 B: No System shall be used until an,O&M agreement is submitted to the approving authority which: a. Provides for the contracting with the Company or its approved management company, trained by the Company as provided in Section VI (6), to operate the System consistent with the System's specifications and the operation and maintenance requirements specified by the designer and any specified by the Department; b. Contains procedures for notification to the Department and the local board of health within five days of a System failure or alarm event and for corrective measures to be taken immediately; C. Provides the name of an operator, which must be a Massachusetts certified operator if one is required by 257 CMR 2.00, that will operate and monitor the System. The operator must inspect the System at least every three months and anytime there is an alarm event. ,4. The System owner shall at all times have the System properly operated and maintained in accordance with this Approval, the designer's operation and maintenance' requirements and the Company's approved operating procedures. The System owner shall notify the Department and the local approving authority in writing within seven days of any cancellation, expiration or other change in the terms and/or conditions of their 0&M`agreement. 5. Prior to transferring any or all interest in the property served by the System,or any portion of the property, including any possessory interest, the System owner shall provide written notice of all conditions contained in this Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part thereof a copy of this Approval for the System. The System owner shall send a copy of such written notification(s)to the local approving authority within 1.0 days of such notice being given. 6. The System owner shall have the System monitored quarterly for depth.of ponding and dissolved oxygen (DO) levels in the SAS. Should the System exhibit excessive _ ponding levels after three months of operation (water surface elevation equal to or greater than the water surface elevation prior to installation of the System), at a minimum, the following parameters shall be monitored: pH, BOD5, TSS, depth of effluent and DO in the SAS and water use. Monitoring shall continue for at least one year when at the written"request of the System owner, the Department may reduce the monitoring and reporting requirements. If after 120 days of operation, the System is in failure, the System shall be removed in accordance with Section VI (7). 7. By January 31 Sc of each year for the previous year, the System owner shall submit to the approving authority all data collected in accordance with item 6, above, and an 0&M checklist and a technology checklist, completed by the System operator for each inspection performed during the previous calendar year. A copy of the technology checklist is attached to this Approval. Modified Approval for Remedial Use r SludgeHammer Alternative Treatment System Page 8 of 11 8. Prior to the issuance of a Certificate of Compliance for the System, the System owner shall record and/or register in the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing the existence of.the alternative system subject to this Approval on the property. If the property subject to the Notice is unregistered land, the Notice shall be marginally referenced on the owner's deed to the property. Within 30 days of recording and/or registering the Notice, the System owner shall submit the following to the local approving authority: (i) a certified Registry copy of the Notice bearing the book and page/instrument number and/or document number; and (ii) if the property is unregistered land,a Registry copy of the owner's deed to the property, bearing the marginal reference. VI. Conditions Applicable to the Company ; 1 The Company shall develop and submit to the Department within 60 days of the effective date of this.A roval: minimum site evaluation criteria and installation .pp..: h should requirements; an operating manual, including information on substances that s ou d not b`e discharged to the System aaechnology,;checklist; and,,a recommended schedule for maintenance and replacement of the.plastic.media,essential to.consistent successful performance of the installed Systems.;The Company. shall develop and submit to the Department within 60 days of the effective date of this Approval a standard protocol essential for consistent and accurate measurement of the performance of installed Systems, including procedures for sampling, collecting data and analysis of the System effluent and for evaluating efflueni`depth in the SAS. The sampling and analysis protocol shall be in accordance with.the latest edition of Standard Methods for the Examination of Water and Wastewater. The'Compariy shall make available, in print and electronic format, the referenced procedures and protocol above to owners, operators, designers and installers of the System. The Company shall submit to the Department within 60 days of the effective date of this Approval a complete manual on operation of the SAS monitoring unit and the procedures required to conduct monitoring of the System and any procedures that will be implemented should the monitoring System fail. 2.`•. ' By January 31"of each`year °the Companyshall"subrnit'a report to the Department, signed bya corporate officer, general partner' or Company owner that contains information on the System, for the previous calendar year. The report shall include the following information: A. The-total number of units of the System sold for use in Massachusetts during the previous year; the address of each installed System, the owner's name and address, the type of use (e.g. residential, commercial,institutional) and the design flow; B.. Date when system was installed and started up;' C. Tabulation of the sampling parameters and results with-backup inspection and laboratory sheets; D. Statistical analysis of the sampling results including but not:limited to average and mean values; status of the SAS including depth of effluent and change in depth over the operating year; Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 9 of.11 e.. a.• . ...¢.. . ,. . ,�. ;� < a > s ; E. Tabulation of systems that are in failure described in 310 C as IVIR 15.303 (1)(a)(1 ) or(2) due to excessive ponding.of effluent in the SAS, reasons for non- compliance and any corrective action taken including but not limited to design, installation and/or operation or maintenance changes required to.reach compliance; F. The inspection results recorded on a Department approved inspection form and a technology checklist. The forms must be completed by the System operator and submitted to the Department with the annual report. G. - A general summary of the results for the year, any recommended changes to the design, installation and/or operation and maintenance procedures and a schedule for implementing those changes; and . H. Warranty,issues both resolved and unresolved or an explanation of any warranty claims that have been'received and their resolution. 3. , The Company.or its designee shall review the plans and site evaluation conducted for the System prior to the sale of any unit to ensure that the proposed installation of the System is at a site consistent with this Approval and the System's capabilities. The Company shall certify in writing that the System plan and existing site conditions conform to the requirements of this Approval and any requirements of the Company and shall submit a copy of that certification to the local approving authority and the System owner. 4.. Prior,to the issuance of a Certificate of Compliance for the System, the Company shall submit to the.local approving authority and the System Owner a signed certification that -the System has been installed in accordance with the Company's requirements, the approved plan and this Approval. This certification in no way changes the requirements of 310 CMR 15.021(3). ; 5. The Company or the Company's approved operation and maintenance contractor shall.. maintain a contract with the System owner that: A. Provides for operating and maintaining the System with an operator that has been trained by the Company to operate the System consistent with the System's { specifications and any additional operation and maintenance requirements specified by the designer or by the Department; ' B. Contains procedures for notification to the System owner;the Department and the local approving authority within five days of knowledge of a System failure and for corrective measures to be taken immediately C. Contains procedures for inspecting the plastic media bacterial source at each quarterly visit and if necessary replacing the media. At a minimum, the microbial inoculants shall be replaced annually; and D. Contains a plan to determine if required after,the first three months of operation why the.effluent water surface`'elevations in the'SAS are as high or higher then the water surface elevation when the System was installed. . yt k Modified Approval for Remedial Use SludgeHammer Alternative Treatment System y . Page 10 of 11 6. The Company shall institute and maintain a program of operator training and continuing education;as approved by the Department. The Company shall maintain and annually update;and make the list"of qualified operators available by February 1st of each year. The company"shall update the list of qualified operators and make the list known to users of the technolo e 7. The Company shall provide to each System owner a written warranty transferable to a new owner that includes`the following: i Q A. Refund of the cost of equipment and,installation should the System continue in failure as described in 310 CMR 15.303(1)(a)(1) and (2) after 120 days of operation that is conducted in accordance with the Company's specifications and oversight; or :Refund of the'„cost of equipment and installation should the System fail as described in 310 CMR 15.303(1)(a)(1)"and (2) within two years of installation provided that the System owner has*entered into and maintained an operation and maintenance contract:with the Company and has operated the System in accordance with the Company's specifications. 8: The Company shall conduct a performance evaluation.starting after the first 100 systems have been installed and operating for at least one year.'A report shall be submitted to the Deparkmentno°more than,180'days beyond the one year period evaluating whether at least 90 percent of the units installed for at least one year have demonstrated a reduction in depth and that the reduction in depth of the effluent elevation for the SAS systems has occurred within 120 days of start up or that ponding elevations in any new SAS systems are not excessive. Should the System not demonstrate the capability to reduce or eliminate ponding in 90 percent of the failed systems, the report shall detail the changes that must be made in site evaluation, design, installation and/or'operation or maintenance to meet the goal and shall include a schedule containing a deadline for implementing those changes: No more than 100 systems shall'be installed'until`the performance report has been completed and the results indicate that over 90 percent;of the Systems are no longer in'failure. 9.. The Company,shall include copies of this Approval and the procedures and protocol described,in Section VI'(1)With each System"that is sold. In any contract executed by the Company for distribution or're-sale'of the System, the Company shall require the distributor or re-seller to provide'each purchaser of the System with copies of this Approval and the procedures and protocol described in Section VI (1):1 10. The Company shall'notify the Director of the Watershed Permitting Program at least 30 days in advance of the proposed transfer"of ownership of the technology for which this Approval issued. Said notification shall include the name and address of the proposed new owner and a written,agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of thejCompany, unless the Department determines otherwise. r 5' Modified Approval for Remedial Use SludgeHammer Alternative Treatment System Page 11 of 11 11. The Company shall furnish the Department any information that the Department requests regarding the System within 21 days of the receipt of that request. 12.. If the Company wishes to continue this Approval after its expiration date, the Company shall apply for and obtain a renewal of this Approval. The Company shall submit a renewal application at least 180 days before the expiration date of this Approval, unless written permission for a later date has been granted in writing by the Department. This approval shall continue in force until the Department has acted on the renewal application. VII. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: q Director Wastewater Management Program Department of Environmental Protection. One Winter Street- 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Approval for cause; including, but not limited to, non-compliance with the terms of this Approval, inadequate system performance demonstrated by the annual report required in Section VI (2).or other relevant information, non-payment of the annual compliance assurance fee, for obtaining the'Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would.constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Approval and/or the System against the owner,or,operator of the System and/or the Company. IX. Expiration Date 1. Notwithstanding the expiration date of this Approval, any System sold and installed prior to the expiration date of this Approval, and approved, installed and maintained in compliance with this Approval (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department, the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. a a �i 4 r f, COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items&2,and 3.Also complete A Sign a re item 4 if Restrictedbelivery is desired. ' ` ❑Agent o Print your name and,address on the reverse _V9X ❑Addressee so that we can return the cans to you. B. Received by(Printed Name) C. ate of Delivery le Attach this card to thg#iack of the mailpiece, I _f L_b or on the front if spacr;permits. D. Is delivery address different from,item 1? ❑Yes 1. Article Addressed to: ILYES,enter delivery address below: ❑No R IB fhoAl Co tJ "�• ; "'�b 3. Service Type diLcertified Mail ❑Express Mail Registered 13 Return Receipt for Merchandise � Yn 6 ❑Insured Mail ❑C.O.D. c 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7fr006 U8-10 000'0ii3525; 0762 (TWsfei from rv/ae 1� t i i i i k J i= a i PS Form 3811 Februa y 2004 r� Domestic Return Receipt j?3 Start asc� o i UNITED STATES POSTAL SERVICE Ft =CfaS fulal� 4,.- 'Lw•'fir f. -V-��t dl` '.{. D � {�q.-2��T��,�1� '.�p�pti,� :. �y y yu'Yr•n'r•� ~�hR zTG�ISe/�PVOO�'�I V'"'f+T N1 $.• -iiL`: .. �*'tn�F'... � +F 9.rZ�+.e.t '1.'��F� .ti:...f • .+b ).� q • Sender. Please print your name, address,and ZO in"Afti box • ' =-,m 130 �-w IJ y I I fU C:It:.: �11U s , 0 , Ln ru m $ Postage O O Cert'rfied Fee � W (((, .Postmark 0- p Return Receipt Fee U Here J� (Endorsement Required) �. Restricted Delbery Fea (Endorsement Required) �y CO Total Postage&Fees O Sent To , o` �' Street.Apt.No.or PO Box No. .Al. q ----- -•••--• �r , -•-.- .City,-Sta•te-,ZIP+4 Ca n/co 0 'V41b77 laertified Mail Provides: (a�eAea)aooa e-r'ooee w,o�sd a Amailing rebeipt a d unique identi i(erfor your mailpiece o A record of delivery kept by the Postal Service for two years ftoortant Reminders: tr Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. • For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Retum Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is required. •For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restdctedelivety. 4 If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery Information Is not available on mail addressed to APOs and FPOs. i i�AF C'FRTIFIRD MAII.—RETURN RECEIPT REQUESTED 7006 0810 000 3525 0762 �cliff T Town of Barnstable Regulatory Services • BARNSTABLE, 9 MASS. �, Thomas F. Geiler, Director �A i63q. 10 rE1639. Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 October 10, 2007 Mr. Richard Mahoney 6835 Morley Rd. Concord OH 44077 FINAL NOTICE TO ABATE VIOLATIONS OF BARNSTABLE CODE CHAPTER 360 ARTICLE VII §360-16,ARTICLE I §353.1. VIOLATION OF 105 CMR 410.354 STATE SANITARY CODE On July 16, 2007, an order letter was mailed to you directing you to pump the sewage disposal system at 373 Scudder Avenue Hyannis, to keep it pumped as many times as necessary to prevent sewage from discharging onto the ground, and to replace the soil absorption system within sixty days. To date, the soil absorption system has not been replaced or repaired. The property owned by you located at 373 Scudder Ave, Hyannis was inspected on July 16, 2007 by Thomas McKean C.H.O. and on January 3, 2007 by Donald Desmarais, RS Health Inspector for the Town of Barnstable;because of complaints regarding raw sewage on the ground. The following violation was observed on both dates: §360-16; Town of Barnstable Code: The septic system is in hydraulic failure. Raw sewage was observed on the.top of the ground immediately adjacent to the side of the leaching vault. You are ordered to correct the above listed violation by: 1) You are directed to hire a licensed septage hauler to pump the overflowing septic system within twenty-four(24)hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if need be) to keep it from overflowing-onto the ground. 3) You are further directed to contact and hire a professional engineer to design a replacement soil absorption system within 14 days. 4) The soil absorption system shall be replaced within twenty one (21) days, on or before November 1, 2007. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. QAOrder letters\Sewage Violations\373ScudderAve101007.doc r CERTIFIED MAIL—RETURN RECEIPT REQUESTED 7006 0810 000 3525 0762 Non-compliance will result in scheduling of a hearing before the Board of Health to determine whether an order should be issued to condemn the building and an order to vacate the premises. PER ORDER OF HE BOARD OF HEALTH G Thomas A. McKean Director of Public Health Q:\Order letters\Sewage Violations\373ScudderAve101007.doc McKean, Thomas From: McKean, Thomas Sent: Friday, October 12, 2007 3:46 PM To: Crocker, Sharon Cc: Miorandi, Donna Subject: RESERVE SPACE ON NEXT AGENDA/373 Scudder Avenue Hyannis SHARON, Please reserve a space on the November 13th agenda for the following: Earl Lantery, P.E. representing Richard Mahoney, 373 Scudder Avenue, Hyannis, failed vaulted soil absorption system,proposed innovative/alternative system(Sludge Hammer by Pirana A.B.G.) variance to allow for a two feet reduction in vertical separation to groundwater, review of proposed I/A monitoring plan. Mr. Lantery will bring-in the plans on Monday the 5th or 6th. He is late with the plans because he is in China. This is considered an emergency repair. TM i McKean, Thomas From: McKean, Thomas Sent: Friday, October 12, 2007 3:46 PM To: Crocker, Sharon Cc: Miorandi, Donna Subject: RESERVE SPACE ON NEXT AGENDA/373 Scudder Avenue Hyannis SHARON, Please reserve a space on the November 13th agenda for the following: Earl Lantery, P.E. representing Richard Mahoney, 373 Scudder Avenue, Hyannis, failed vaulted soil absorption system,proposed innovative/alternative system (Sludge Hammer by Pirana A.B.G.) variance to allow for a two feet reduction in vertical separation to groundwater, review of proposed I/A monitoring plan. Mr. Lantery will bring-in the plans on Monday the 5th or 6th. He is late with the plans because he is in China. This is considered an emergency air. 9 Y repair. TM i Crocker, Sharon From: Wayne Miller[wamdoc@verizon.net] Sent: Friday, November 16, 2007 10:01 AM To: Crocker, Sharon Subject: Re: BOH Nov 13, 2007 Sharon- I suggest that we require the attorney to renotify all abutters with the information about the December meeting. Legally if their first notification was correct they would not have to renotify the abutters about the postponement. Thanks Wayne From: "Crocker, Sharon" <sharon.crocker@town.barnstable.ma.us> Date: 2007/11/15 Thu PM 02 :29:16 CST To: "McKean, Thomas" <Thomas.McKean@town.barnstable.ma.us>, wamdoc@verizon.net Subject: BOH Nov 13, 2007 BOH Nov 13, 2007 A A A A A A A A A A A A A A FYI, A A A A A A A An abutter for 373 Scudder Ave, Hyannis brought in their notice for this past Tuesday's meeting.A The notice was dated incorrectly. A A A A A A A The notice had it listed as today, November 15. A A A A A A A We explained the meeting has been continued until December 18, 2007 BOH meeting.A I also called Earl Lantery who was representing the owner and A A A A A A A recommended the attorney' s office be very careful with the notification of the next meeting. A A A A A A A Is anything else required? A A A A A A A A A A A A A A 1 I ADVANCED TECHNICAL SOLUTIONS P.O. 13ox 99 East Sandwich, W. 021537-0099 Thorne 508-888-4029 December 12, 2007 Mr. Thomas A. McKean, Director Barnstable Board of Health Barnstable Town Hall Annex 200 Main Street Hyannis, MA 02601 Re: Variance request at 373 Scudder Ave., Hyannis APN: Map 288, Pc. 196 Dear Sir; I am respectfully requesting variances for 373 Scudder Ave., Hyannis. These variances are needed to remediate a failing S. A S. The approvals will allow an S. A. S. that will meet the Title V design standard of 550 GPD for a five-bedroom system. My client is requesting the following variances: A variance of 1.5' to the Marston Ave. property line reducing the distance from 10' to 8.5'; A variance of 2' to the Marston Ave. property line reducing the distance from 10' to 8.0; A variance of an addition 1.8' from the approved variance of 10' to the 2' crawl space foundation reducing the distance from 20' to 8.2' with a 40-mil vinyl barrier placed between the crawl space and the S. A. S.; An increase in the approved variance from 74.5' to 79'between the S. A. S. and the catch basin with a 40- mil vinyl barrier placed between them. If you have any questions on this request, please call me at 508-888-6021 or 774-313- 9547. Thank you for your time. Sincerely our, H. Earl Lantery, , PE °F'IKE lows Department of Public Works 47 Old Yarmouth Rd. P.O. Box 326 •hP °„ Water Supply Division pp y i Hyannis, MA. BARNSTABLE * 02601-0326 y MASS. $ TEL: 508-775-0063 Vj 1639. Hyannis Water System Operations FAX:508-790-1313 prFD MA'1 s Richard Mahoney 373 Scudder Ave. Hyannis, MA 02601 07/12/06 Dear Mr. Mahoney, After reviewing your past two years of water consumption for the above address it appears to be fairly consistant and normal. I do not see any abnormally high reading or usage that may be the result of some kind of major leakage or problem internally. I have attached a copy of the last two years worth of readings and consumption and should you require additional information please contact me at 508-778-9617 ext. 3510. Sincerely, DPvidL. ondrey Operations Manager, WWP 07/09/04 0 No usage meter changed out. 09/09/04 32 3200 cuFT. 12/09/04 73 4100 cuFT. 03/09/05 103 3000 cuFT. 06/08/05 142 3900 cur=i . 09/12/05 195 5300 cuFT. 12/12/05 242' 0 4700 cuFT. 03/15/06 284 4200 cuFT. 06/09/06 345 6100 cuFT. 07/11/06 377 3200 cuFT.—2`I, WhiteWater-Pennichuck IOperated and Maintained by WhiteWater,Inc.and Pennichuck Water Services Corp. all `File edit Taols Help 701' Tier Flistory d�coaun"t 28G1E0�at122 _ Gustomar 59526 ... l M_ Repidee Hrst� f PacceP 281�96 • m i 1CHAR M HLi14E r 2B Location.` 373, 6CllDDER _ StakusCTlfv!E S entice _ SERVICE IH1'QCtJ71Ck iNYGiCOi��__ t�lrtN0599 lY1ETER# 62957119 t ai 1 # ,Cor"pfionHistory,v....... ....... REAl7 DATE READ TIME DILL# R CURRENJ 1 USAGE l,FIEPL USE JS �,41 a :Q311512DL 2?2469 A 284 42 0 E s 1W12/= 9827860 A 242 0 0 II t s i9 3 qq $ c 6 i� .w.'.xT.w'fs.i i( i•WL.. ^. £ d 3'� o) i I a ....,.....;._... _ ... ....... ,,....... ,,........ ........,..._....... OVR rs 07/09/2004 124232, ` 2966 1 1600 . ...... ......... 07/09/2004 124233 0 1 0 _._._.. 09/09/2004 93600: 32p 1 3200 __ __... .._ .. ... ..... 12/09/2004 91200 73 1 4100 03/09/2005 143600 103 1 3000 06/08/2005 83500 142. 1 3900 09/12/2005. 114900 195 1 € 5300 .......... 12/12/2005 95100 242 1 4700 v )Kuddy ENVIRONMENTAL INC The Final Septic Solution ku Dear Title 5 Professional, We would like to take this opportunity to introduce you to a new Alternative/Innovative technology called the Pirana®Sludgehammer. The Sludgehammer is approved for Remedial use by the Massachusetts Department of Environmental Protection(MADEP)to allow leaching field size reductions of up to 50%, or a ground water separation reduction of up to 2 feet, or a naturally occurring pervious layer reduction of up to 2 feet. The Sludgehammer technology can also offer the exclusive advantage of restoring a failed Soil Absorption System (SAS), utilizing a system's existing Title 5 components,with minimal site disruption. Our technology is called an Aerobic Bacteria Generator or ABG, which differs from the currently available Aerobic Treatment Units or ATUs. The Sludgehammer is specifically designed to fit within the septic tank's 18 inch opening to convert the existing tank into an aeration chamber, and when inoculated with the Pirana®blend of naturally occurring bacteria,will open a failed SAS typically within 30 to 45 days. If we fail to rescue the customer's system within 120 days, we will remove the Sludgehammer, and provide the customer a full refund! No one else is willing to make this claim, and we are so confident of our success, our warranty is spelled out in the MADEP letter of approval! This bio-augmentation technology is what sets our unit apart from any other on the market. Our unit is located in the "trash" compartment, does not require special components, and the Pirana® blend of bacteria consume all organic waste within the septic tank. The competitors use a specially cast septic tank, is installed in a"Clear or Quiescent" secondary zone, and relies on the waste stream's anaerobic bacteria to colonize its media. The cost of a Pirana®Sludgehammer begins at$4,500 for a 440 Gallon per Day (GPD)unit, while larger commercial sized units begin at$6,000. The Sludgehammer has the lowest cost of operation on the market. The residential unit uses 40 watts, while the commercial model uses 80 watts. This cost savings can really add up over the life of the unit as compared with an ATUs power consumption. Our units consume only$6.02 per month for the 440 GPD unit based on NSTARs May 1, 2006 delivered cost of electricity. Compare this with our competitors $54.00 monthly consumption! Check our website at www.PiranaABG.com 10 Route GA Sandwich, Ma 09-550 508-888-6021 F To: Tom McKean From: Ellen Wadlington July 13, 2006 Re: 373 Scudder Ave. HYA The owners of the above address came in today very upset. They wanted to speak with you. Their above-ground tank has failed at the above address. They sent a friend in to get copies of the paperwork on the system and the friend was told by a health agent"that the owners were slum land lords and did not care about the property, only about the money from it". They fell as if they are being slandered. Also Craig Short and Tony from Robinson's was told that the place is overcrowded and excessive use of water caused the system to fail. Attached is a report from the Water Department obtained by the owners. 1. They did and still do not like the system, but that it what they had to get. 2. The system is not being overworked because of overcrowding, it is approved for a 5 bedroom and there are only 7 people in the place. 3. They would like to meet and talk with you concerning this incident and the fact that now they cannot get Robinson or Craig Short to work on this project. Their telephone number is 440-725-0648. i i r O Io+ March 31, 2005 sv � r Richard and Diane Mahoney 6835 Morley Road Concord, OH 44077 Dear Neighbors: What an absolutely horrible addition to our neighborhood your septic.vault is! Everyone driving by stops and stares at it, as it is so close to the road that one cannot help but notice how atrociously huge and high it sits, almost on top of the roadway. As a matter of fact, one can see it looming ahead of them as they begin their drive from Craigville Beach Road onto Smith Street. In fact, from a distance, it looks like a huge cement wall in the middle of the street. Your vault is so huge, so ugly, such a distraction with its smelly pipe sticking out on top, that one wonders if it is going to bring the value of existing properties in the area down a notch. I mean,who would even consider buying a home with THAT on its side property? And pity the poor tenant, as we are sure YOU are not living in THAT house,who has to come in and out of that side door. Imagine if he or she ever has to carry large items into the house—there is no room! We are sure you paid Robinson a bundle—most likely over$30,000—for that septic vault. How sad a day it is when structures such as your septic vault, and-such as what the town is allowing here in Barnstable,ruin the true vision of Cape Cod. Totally upset, Your Neighbors on Cape Cod Sc u dd aK McKean, Thomas From: Perry, Tom Sent: Tuesday, May 03, 2005 9:25 AM To: 'downcape@downcape.com' Cc: McKean, Thomas Subject: Raised septic beds Raised septic beds lately have become a subject of concern.The question keeps coming up about the retaining wall associated with these systems and whether or not that wall needs to meet set-back requirements of the Zoning Ordinance. No these walls DO NOT need to meet the set-back requirements of the various Districts throughout the Town,they are not structures. I hope this is clear and will cease coming up. f 3 �_,xr3� �S slj��"`TTT�•4.f 3 , f'"��_ i. 5 Sy 34, gL 47 p yq y ' 4Ot Mill— ww—' u ..• ^f r = ,,:�� .•Re'* •.��'. ft��*,�"�'�,y�•i�.« � pal.., y is vb7►. JaFzz 1 r a AM i NON r , y dg:yys��,,a5 i $V+yJ �I �I i � • � ' � �1-.: ��J�}..+ate Tj.'�+ `f � R i } �R � Y 1 t c F• r.�F i {Yi C r fft � !�a 1�[ • 1 �` �"4� t �� f,f,' i v k S j �y `E 4�' r ) 1 w a J � �•y y�r T K t r y � "airs ° a '! 4 + ,fr "1 �1 a t ICY• [ } VA Ik 74 tit-I UAA act .;• r � Y e � l_ y � iii Tf gk •i#},".t,# t 3J 'f H t.R iv� `3 `t}-r T R. w1k � F r,,,� r r t 4 . a } r 4 et;�J.. Jet A t{j .� y cr ,� �•�'�. 1�. 'CMS y+�' y lyt. �, a - _�' �w� reed .l'w.�• � � `yy�pp,�.:, � } a��i� � 1��'1 •;3 � rl" f •t .:. 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WEB/0204 1-7 TOWN OF BARNSTABLE g ;- ` 2960 Ordinance or Regulation WARNING NOTICE Name of Offender/Mana .er . gx�p--,-,) r o �r_— 10,fP%4- f � �Address of Offender MV/MB R_ g.# Village/State/Zip 1,._€�,�' Hyl�* r d r n F 3 ' Business Name am/pm� on 11192 , CI Business Address . Signature .of hforc ng Officer Village/State/Zip— Location of Offense, ] Enforcing Dept/Division Offense Facts ( ,fYilAk ( tri./ i �"'. r' ! !i This will 'serve only as a warning. At' this time no 'legal action has been taken. It is the goal of Town agencies to achieve voluntary . compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. , TOWN OF BARNSTABLE BA40k 900 Ordinance or Regulation WARNING NOTICE ji,�-1 V. Name of Offender/Mana er P //""N' Address of Offender � V ajMV/MB Reg.# Village/State/Zip ' � a �` "O it Business Name /pmy ow 7//K220 Business Address .t, r 7`�r19 Signature .of Enforcing Officer Village/State/Zip Location of Offensell. jD r Enforcing Dept/Di rVsionj j CL / � ) +' Offense ;f. 4 ;., F�3 l' K� { Facts 1, ft t j ° -� .:: �: f TV�xj� S, '`�, a��..�! � �"'3 �.! t. �_tM��,.i� �'r• F �.'�ar � I ��,�1 � �� "D"� 't ter'�3 � r'`�"` .� ' This will serve only as a warning. At this time no legal action has b66ft`taken. It is the goal of Town agencies to. achieve voluntary compliance\ of Town Ordinances, Rules and Regulations: . Education efforts and warning,notices are attempts to gain voluntary compliance. Subsequent violations wUlktesult in appropriate. legal action by;"the Town . z I Richard H. Mahoney 6835 Morley Road Concord, OH 44077 September 22, 2004 Barnstable Board of Health c/o Craig R. Short,P.E. P. O. Box 1044 South Dennis,MA 02660 RE: Representation at Board of Health Hearing This letter authorizes Craig R. Short,P.E. to represent me at the Barnstable Board of Health Hearin ,to be held on October 12, 2004 regarding the proposed septic design variances for my property at 373 Scudder Avenue,Hyannis,MA. Sincerely, C—i � Richard Mahoney 7, 1 I '. . THE:T� DATE: Town of Barnstable FEE: 16 �m� REC. BY � 6� Board of Elealth. 367 Main Street, Hyannis MA 02601 ��e��SCH$D. DATE: Office: 508- -6304 Susan ia(`J SumnerTK�ufrnan,M.S.P.H. FAX: 508-790790-6304 _, oRalph A Murphy,M D. VARIANCE REQUEST FORM �� LOCATION Property Address: 373 Scudder Avenue, Hyannis, MA Assessor's Map and Parcel Number: MAP 288 PARCEL 196 Size of Lot: 7,900+/-sf Wetlands Within 300 Ft. Yes Business Name: No XX Subdivision Narne: ,APPLICANT'S NAME: Richard H. Mahoney Phone: 1-440-357-1558 Did the owner of the property authorize you to represent him or her? Yes XO No (signature to be supplied of hearing) PROPERTY OWNER'S NAME CONTACT PERSON Narne: Richard H. & Diane K. Mahoney Name: Craig R. Short, P.E. Address 6835 Morley Road Address P. O. Box 1044 Concord, OH 44077 South Dennis, MA 02660 Phone 1-440-357-1558 Phone 1-508-398-8311 VARIANCE FROM REGULATIONS REASON FOR VARIANCE Title 5 Section 15.211 Distance between S.A.S. &drain leading to a wetland- 50' required. A 24.5' variance is requested -i Title 5 Section 15.255(9) ZE Distance between S.A.S. & Breakout barrier et CD wall should be 10' A 5' variance is requested BOH Part V1II Section 1:00 Distance between all septic system components and a drain leading to wetland- 100' requu'ed. From S.A.S. A 74.5' variance is requested From Septic/Pump Chamber A 67' variance is requested '. From Septic Tank A 24' variance is requested. NATURE OF WORK: House Addition 13 House Renovation C3 Repair of Failed Septic System Y, Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the.completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating.that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) L& Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems a,. yjS,5.0 c [only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman, NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. na/WP/VARTREn i car cUA+((A C1 UJ 'A(a' CRAIG R. .T, P . E. 235 Great Western Road P.O. Box 1044 Telephone (508)398-8311 South Dennis,MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL& BUILDING DESIGNS ADDENDUM AGREEMENT FOR BOARD OF HEALTH VARIANCE FILING AS a result of existing conditions in the field a variance from the Health Code and/or Title 5 is necessary in order to install a septic system, Craig R. Short, P.E. (Engineer) agrees to provide for the additional cost of, plus disbursements to: Richard Mahoney, 6835 Morley Road,Concord, OH 44077,the following services for: 373 Scudder Avenue,Hyannis, MA I. Apply to Board of Health for Variances _ 2. Representation by Staff at Board of Health public hearing(once) (additional hearings, if required, will be charged at per hour). Estimated Disbursements: Town filing fee Additional Copies Certified Mail to abutters Total Estimated Disbursements: Barnstable Board of Health requires a dimensional and to scale floor plan of the existinLe house, (entry will be required) teach floor= TOTAL ESTIMATED FEE AND DISBURSEMENTS: Work to commence upon receipt of signed contract and deposit. TERMS: Payment to Craig R. Short, P.E. (Engineer) with this signed proposal Additional Cost Items(i.e. filing fees; copies, etc.) shall be paid directly by CLIENT, or if paid by Engineer, a 10%fee will be charged A finance charge of 1.5%per month will be charged to all amounts remaining unpaid 30 days after date of original bill Agreed upon by: Craig R. S ; P.E. (Engineer) Date CLIENT: Richard Mahoney Date- ; Note: If State DEP(Department of Environmental Protection)Gling is required,additional fees i ill be required. This proposal may be withdrawn or prices and time-frames may change if not accepted within 30 days. Any changes to this signed proposal may deem it null and void if not accepted by BOTH parties Plans released for filings and/or permit upon payment of all balances Any requested revisions will be billed at the rate of S75 per hour ABUTTERS OF Richard Mahoney 373 Scudder Avenue,Hyannis, MA AM 288/196 BOH hearing 10/12/04 CRS File# 1-998 Richard H. Mahoney Diane K. Mahoney AM 288/196 6835 Morley Road Concord, OH 44077 James M. Mullin P. O. Box 241 AM 288/197 Hyannis, MA 02601 Dawn E. Ferreira P. O. Box 711 AM 288/136 Hyannisport,MA 02647 Dorothy R. Sullivan 13 Smith Street AM 288/12 Hyannis, MA 02601 Michael Notarangelo Rose B. Notarangelo AM 288/44 20 Nichols Street Norwood,MA 02062 FBP Realty LLC c/o Fletcher, Tilton&Whipple PC p1�,1288/45-1 370 Main Street, 12`h floor Worcester, MA 01608 Big Yellow Ltd. Partnership c/o John Laftsidis AM 288/93 365 Scudder Avenue Hyannis, MA 02601 I i CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING NOTIFICATION TO ABUTTERS OF: Homeowner: Richard H. Mahoney Certified Mail 6835 Morley Road Return Receipt Requested Concord, OH 44077 Re: Septic System Upgrade @ 373 Scudder Avenue,Hyannis,MA As an abutter of the referenced site, please be advised that an application for variances from the Regulations of the Massachusetts Department of Environmental Protection,Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage,has been submitted to the Barnstable Health Department for approval. The following variances are requested: Title 5 Regulation and Barnstable Board of Health Regulations Title 5 Section 15.211 Distance between S.A.S. &drain leading to wetland- 50' required. A 24.5' variance is requested Title 5 Section 15.255(9) Distance between S.A.S. &Breakout bander wall should be 10'. A 5' variance is requested Barnstable B.O.H. Part VI11 Section 1:00 Distance between all septic system components&drain leading to wetland— 100' required. A 74.5' variance is requested from S.A.S. A 67' variance is requested from Septic/Pump Chamber A 24' variance is requested from Septic Tank The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA 02601, Monday through Friday(excluding holidays)from 8:30 a.m. to 430 p.m. A hearing date is scheduled for Tuesday,October 12,2004 beginning at 7:00 PM in the Hearing Room at the Barnstable Town Hall. Please call Barnstable Health Department to confirm date& time (508-862-4644). Thisletter i t sere as an official notification to abutters. so e Sincerely, i Craig R. ort, P.E. Cc: File Barnstable Board of Health Abutters k• Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 6 2004 Mr. Craig R. Short, P.E. P.O. Box 1044 So. Dennis, MA 02660 Dear Mr. Short, You are granted variances on behalf of your clients, Richard and Diane Mahoney, to construct an onsite sewage disposal system at 373 Scudder Avenue, Hyannis, Massachusetts. The variances granted are as follows: 310 CMR 16.211: The soil absorption system will be located 25.5 feet away from a drain leading to a wetland, in lieu of the fifty (50) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 5 feet away from a breakout barrier wall, in lieu of the ten (10) feet minimum setback required. PART VIII, SECTION 1.00: The soil absorption system will be located 25.5 feet away from a drain leading to a wetland, in lieu of the 100 feet minimum setback required. PART VIII, SECTION 1.00: The septic tank/pump chamber unit will be located 33 feet away from a drain leading to a wetland, in lieu of the 100 feet minimum setback required. PART VIII, SECTION 1.00: The septic tank will be located 76 feet away from a drain leading to a wetland, in lieu of the 100 feet minimum setback required. ShortSheehyVariance . . 1 The variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The sewage pipe must be sleeved with a 6" PVC pipe where it crosses the water line. (3) The septic system shall be installed in strict accordance with the engineered plans dated revised September 20, 2004. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised September 20, 2004. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the very small size of the parcel and due to the location of a drain which leads to wetlands. The proposed septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sinc ely your , Way Miller, M.D. Chai an ShortSheehyVariance ]sP,Ojt& DESCRIPTION: G oA/CtZE'T.- ;7/ x7,t= c vr zx?f 2 w.g4z ►D DESIGN: MINIMUM CONCRETE STRENGTH Fy = 3,000 PSI MINIMUM STEEL STRENGTH Fb = 60,000 PSI ALL CONNECTION & SPLICES TO BE TIED PER CODE ARCHITECHTURAL VENEER: STOCKADE FENCE, LATTICE, RE—BAR ALL AROUND STUCCO, OR SHRUBS TOP WITH 3' OVERLAPS 12 ELEV ELEV io3,7 Z i 3„ MIN. 4 RE—BARS @ 18" O.C. RE—BARS @ 9" O.C. ASPHALT COAT & DOUBLE 6 MIL POLY SEALANT a- E L E VV 9, 2 SWALE ELEV 99. d- IL 18" MIN. ELEV 9�.2s 3� 8" 4 REBARS @ 18" O.C. 3�„ LONG 12„ MIN. 4 ' RE—BARS ELEV AS SHOWN TO BE PLACED ON VIRGIN ELEV 96 8 WATER (ADJUST) 42„ OR -COMPACTED SAND ELEV 93.7 WATER (OBSERVED) SEE SHEET 1 OF 2 FOR INSPECTION SCHEDULE CROSS SEC T1ON Member ASCE ya `- FOR: 4) C/- sv�Fl /�c�.v E X CRAIG R. SHORT P.E. HAIG `' P.O. BOX 1044HOR n ,`L,OCt1S: 3 73 GC L/aD E R A �� SOUTH DENNIS, MA 02660Id CIVIL yyN: 13A�n�.S T�9�L�-`, 1�'I.¢-`-S. Professional Civil Engineer 0 Soil Evaluator No. 27 3 Licensed Construction Supervisor 0 Septic Inspector Septic 0 Site 0 Piers 0 Structures 0 House Designs r �� `�� 'DA TE FILE 9 9 8 Office: (508) 398-8311 Fax: (508) 398-3063 �Z�/ °� SHEET z OF 2 •� �. CRAIG R. SHORT, P. E. 235 Great Western Road y P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL& BUILDING DESIGNS TO ALL INSTALLERS MINIMUM INSPECTION OF SYSTEM,BREAK-OUT WALL& PUMP INSTALLATION CLIENT: FILE# / — 9 9'8 PROJECT ADDRESS: 3 7 3 67-C 1,9 >lE DATE: MINIMUM CONSTRUCTIONINSPECTION SCHEDULE: An_y Time Problems or Questions Arise 1. Stake out of concrete wall 2. Witness installation of septic tank & placement of seam seal on pump chainber 3. Inspection of removal of unsuitable material prior to placing new sand 4. Inspection of reinforcing steel in footing prior to pouring of concrete 5. Inspection of reinforcing steel in wall prior to placing panels 6. Inspection of asphalt and vinyl barrier prior to placement of sand 7. Inspection of Soil Absorption System 8. Witness of Pump Test by contractor 9. Inspection and measurements of system;prior to backTll 10. "As-Built" Plan and Certification Letter to the Barnstable Board of Health NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN ENGINEER 48 HOURS PRIOR TO EACH INSPECTION S PAGE 1 OF Z 07�_� vL�C�L'►/l- (.{�Lev' �J b CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 I PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING October 26,2004 Tom McKean,Health Director Barnstable Health Department 200 Main Street Hyannis,MA 02601 RE: 373 Scudder Avenue,Hyannis,MA CRS File# 1-998 Dear Tom, Enclosed herewith is a copy of the Certificate oflnspection from the Building Department for the referenced site. Please note that the certification is for multi-family use group R2 for 4 units and is valid until 06/09/05. i The 41h unit is the only unit on the second floor and is the only one that has two bedrooms. In my opinion,this indicates that these are legal apartments and that they contain 5 bedrooms. Therefore, I believe it is appropriate to provide a 5 bedroom capacity septic system as designed. If you have any questions,please contact me prior to the 11/16/04 Board of Health Hearing. Sincerely, Craig R. Short,P.E. Eric. cc: Dick Mahoney TOWN OF BARNSTABLE 1OO :ATIoN 373 Sc idder .4ve o SEWAGE# 69�y &<v8 VP LAC ASSESSOR'S MAP & LOTo T. I�Lo --r !�► INSTALLER'S NAME&PHONE NOwi- 77f-977w SEPTIC TANK CAPACITY LC'ro 011o^ Iwr"P Gl a�aer LEACHING FACILITY: (type) S'� Aryi,,.c111 (size)lalAq&oxal S NO. OF BEDROOMS BUILDER OR OWNER 1Makonef PERMITDATE: 19.161 e I o1-( COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility o 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 Feet within 300 feet of leaching facility) Furnished by U SAS (� W W� + �; a � i � � �.. ii � li �` I ii Ii i \ / _ � t � � � �, �� V .�.y �r � � ! � �1 - i ' °`"1 0 G � � �, =---,— � m �c �� is c,. - w � �� I ;.t G o � Qi � .� n � 'e i r � � � .. .�. �._� �': I ;'1-C +` ��a � '� TOWN OF BARNSTABLE '.t `ATION 32� JC✓JcQar Ayc. SEWAGE # ItITUAGE, an i -_ASSESSOR'S MAP &LOT AY. & INSTALLER'S NAME&PHONE NO.L-:+%•9i 22L SmAce, 5A 775-- 97I,& SEPTIC.TANK CAPACITY G?CW &Q 80ns - /0OO COAl1o,a PuraP 'Clu.�d LEACHING FACEL=: (type) yX 3bQ & 1-A br,-,d 1J (size)/,l A''10,p I NO.OF BEDROOMS BUILDER OR OWNER 11/IGti o�z y PERMTTDATE: I I0 q 'COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5.01 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 �r within.300 feet of leaching facility) Feet Furbished by V5G5 � J �..L' ✓ i ZW Il ' 1 r No. L'ua/ sip /v✓�� 1 b (� Fe,5_l 00 .00 THE COMMONWEALTH OF MASSACHUSETTS Entered in ccmputer:lt�� Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS ZIppYication for Migpogar *pgtem Congtruction Permit Application for a Permit to Construct( . )Repair(X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 4 4 0—3 5 7—1 5 5 8 Asseo '7, §F der Ave, Hyannis Dick Mahoney 288/196 6835 Morley Rd, Concord OH 4407.7 Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—8 31 1 Wm E Robinson Sr Septic Service Craig Short PO Box 1089 Centerville PO Box 1044 S. Dennis Type of Building: Dwelling No.of Bedrooms 5 Lot Size sq.ft. Garbage Grinder(no) Other T}pe of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title DESIGNING ENGINEER MUST SUPERVISE Size of Septic Tank Type of IALLATiDN AND CERTIFY IN WRITING Description of Soil THE SYSTEM WAS INSTALLED IN STRICT AGNPAMODE Nature of Repairs or Alterations(Answer when applicable) Install a heavy duty s ep t i c system with pump station to plans of Craig Short, #1 -998. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certifi- cate of Compliance has been issued by this oard of H th. Signed _Date,./f2_:V L04-/ Application Approved by 'w• Date 12 a%U t/ Application Disapproved for the following reasons Permit No. C2 )�L_ Date Issued I a —;�j—O V 1��/�C •' Fee$100.00 � TE COMMONWEALTH OF MASS,I tJSETTS + Entered in computer. Yes . - PUBLIC HEALTH DIVISION -=TOWN OF BARNSTABLE., MASSACHUSETTS 11pprication for Zigpogal *pgtem Cougtruction Permit r Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 4 4 0-3 5 7-1 5 5 8 Asses o,? a j.ader Ave, Hyannis Dick Mahoney 288/196 6835 Morley Rd, Concord OH 4407.7 Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—8 31 1 Wm E Robinson Sr Septic Service Craig Short PO Box 1089 Centerville PO :x 1044 S. Dennis Type of Building: Dwelling No.of Bedrooms 5 L-ot`Sizes,..ft. Garbage Grinder no 9 g ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures T \Design Flbw gallons per day. Calculated daily flow gallons. Plan Date "Number of sheets Revision Date Title Size of Septic`Tank Type of S.A.S. Description of Soil ? Jf� f Nature of Repairs or Alterations(Answer when applicable) Install a heavv duty seotic system with pump station to plans of Craig Short, #1-998. a ; Date last inspected: Agreement: " The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certifi- cate of Compliance has been issued by t,hiss oard of He _Signed /./e i / _Date ` Application Approved by f E Date Id-- /--UV Application Disapproved.for the following reasons Permit No. 2(k)q—S,G� Date Issued ! 0 o o Y` 3f THE COMMONWEALTH OF MASSACHUSETTS Mahoney BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( X)Upgraded( ) Abandoned( )by Wfn E Robinson Sr Septic Service at 373 Scudder Ave, Hyannis has been constructed in accordance with the provisions • Title 5 and the for Disposal System Construction Permit No.2vu L/-46k dated Installer ��n&�n Designer The issuance of this perpuphall not be construed as a guarantee that a syst I' action as designed.. Date CGS Inspec No �GII7 '(o�� F4100.Ch Mahoney THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ig ogar bpgterrY Congtructiott ermit Permission is hereby granted to Construct( )Repair( X)Upgrade,( )Abandon( ) System located at -73 Rnii(l Apr Axr e, Hzgtn,a; s 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 OfiTs p• t. Date: I a �Y Approved by ✓ln�!/'� l/�! i - r y Town of Barnstable Regulatory Services ', � s rA BU . : aAxirsrxste, ; . Thomas.F. Geiler,Director ?�� , i,. jU 14 1 5: 08 9�A 'b`9. �' Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,M.A.026 i � IV1S10N Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: `Craiq Short Installer: Wm E Robinson Sr Septic Service Address:f PO -Box 1 044 "' Address: PO Box 1 089 S. Dennis Centerville On Wm E7 Robinson ,Sr Septwris:issued a permit to install a: (date) (installer) .S e r.v 1 c e.'. septic.system at_ 373,"`S6udder__,,Ave, Hyannis-_ :--,- based'on a=design drawn by • .. . i _ '`.(address) Craig Short dated 09-20-04 (rev). (designer) �I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. jr .� 1, u -•-r b� I certify that the septic system referenced above was installed with major changes (i.e. greater than :0' lateral relocatio;-of the SAS or any vertical relocation of any component of the septic system) but in accordance`with State & Local Regulations. Plan revision or certified as-built by designer to follow. (Installer's Signature) A� z _ 7 \ d:`i�tAlCy 9G ShiOFt CIVIL No. 27483 = r= (Des' er's Signature)' (Affi � � P Here)' PLEASE RETURN TO BARNSTABLE..PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL 'BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form PROJECT DESCRIPTION: -` t� rH iv/r 4"PVC 1 P o h yv ,. Z' Pvc 1 A D 17-2>r 8D 20=-9 PTeESSu2� � \ A Cam 24=0 ' sG► 19' 0 __.�-.� A 14 301-7" ,e)-/ /7%2' S. '7" .� ,` , / 4 - s'000 G.9� _—c Q. 2.7�.1o�,8F,v. 27T �� y..N� b�ywf�LS 94 - T Nr C CO 7-ra�wti/C rI tor,- `ate vfi:U�T- p1,�t /038.3 --- SEfPT'iC Tf1 N•� i.v �'2 " 9 G. G s' o — bS___T�M d F-'. 1�c,..-�ro cN•o,�.,v Fra. 9 2 .9 4, > Member ASCE FOR:'r--2 —0—u I�Ik CRAIG R. SHORT, P.E. P.O. BOX 1044 °' = -GRAIG ss9c LOCUS: 373 S.G,V D D ER 14 vE SOUTH DENNIS, MA 02660 SOT �� Professional•Civil Engineer 0 Soil. Evaluator CPViL TOWN: Licensed, Construction Supervisor 0 Septic Inspector k No. 27483 Septic 0 Site o Piers 0 Structures..0 House Designs iOgrQ�AFC . DATE: G/s�os FILE # Office: (508)-398-8311 Fax: (508) 398-3663 - SHEET ;/ OF S L'/G ;=%.Z �Q' TOWN OF BARNSTABLE LOCATION 373 SC.I`PJcr Avc. SEWAGE # VILLAGE `f n s ASSESSOR'S MAP & LOT W' INSTALLER'S NAME&PHONE NO.We-%-6 pate.-sh,, Se-A,- Sef Ace SVK 775-• 977,6 SEPTIC TANK CAPACITY (4l(0,4 PUMP C�u-+ LEACHING FACILITY: (type) q$SZ» llo� bryu c113 (size) Va'N(Xa NO.OF BEDROOMS .� BUILDER OR OWNER /VI PERMUDATE: � I°`I COMPLIANCE DATE: (Vl o57 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 'a 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 V5G5 _G - O � i t•on D HOU5 c ! 0 TA#J4 INS �I GO Dump (3 1: 4-a' 3.a 3) 17V 545 -s� �3y�" C Siff• t g: - 35' _ ��lx � '�s 5 '��p .� ,�i"'�Huy I' � ��x • �,'.iAF �ti:' � �y{ '' fy� bl�.6{R yt. F� y$. .�k•F3 ;/�j'�\`c ��,•',* �� k �u �`� '1 a'��7 - ,�;. 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Date Scheduled Z D3` Time /D/g0 Fee Pd' r Soil Suitability Assessment f 'P Sewage Disposal ' Performed By: Witnessed By: a�nf./i{„ �/(� ` • �• LOCATION & GENERAL INFORMATION Location Address 313, SC"AN, .• Owner's Name „ I Address Assessor's Map/Parcel: u y- I Q/ Engineer's Name C ✓•4 15? �.—5!i m _ NEW CONSTRUCTION o REPAIR — Telephone# —0$^3 S► $ —$3 / Land Use /Z oir--S/-D,E Al 7'/ 194 Slopes(%) / Surface Stones ti o r Distances from: Open Water Body /em 'f'R Possible Wet Area It Drinking Water Well ft Drainage Way ft Property Line /2 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) GS, 27 ' S� A� E,c�s r�-✓s. A,' vtr V Se r�c 9 RECEIVE®_ h JAN 2 6 2004 TOW HEALTH DEPt. •, r ti / 2 i Parent material(geologic) Cd L3* Depth to Bedrock / t Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 3. 9 r DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: V S C S of Depth Observed standing in obs.hole: 7 Z in. Depth to soil mottles: in. Depth to weeping from side of o s.hole: in. Groundwater Adjustment 2,/ / ft. Index Well#M/WZ-7 Reading Date: r '{a Index Well level M 1w 29 Adj.factor 7,8 Adj.Groundwater Level_Z./ '. Ze-7e 0, PERCOLATION TEST Date /z 3 e /O : v Observation Hole# / Time at 9" Depth of Perc Time at 6" Start Pre-soak Time a Time(9"-6") End Pre-soak a Rate Min./Inch Z �' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation,Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)weekprior to beginning. Q:HEALTH/WP/PERCFORM , DEEP OBSERVATION HOLE LOG Hole# l Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel z ,M,r Yob S /00 DEEP, OBSERVATION HOLE LOG,k �Y,�Hole# Depth from 'SoiltHorizon ; Soil Texture Soil Color' "" ` 'Soil'`" " `'' `'Other Surface(in.) (USDA) (Munsell) Mottling -(Structure,Stones,Boulders. Cons"istency,'%Gravel) DEEP OBSERVATION HOLE LOG Vole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) I ! - ''tY. Yam..• '� a DEEP OBSERVATION HOLE LOG Hole# Y . Ddpth from. .. Soil Horizon 4 Soil Texture Soil Color Soil i Other Surface(in.) °�(USDA) (Munsell) Mottling (Structure;Stones,Boulders. Consistency%Gravel) . � Y . .. .. - ♦ \ 1. , •,. � - 1 C' ' Flood Insurance Rate Man: Above 500 year flood boundary No- Yes vrithi❑500 yearYes Within 160 year flood boundary No ek Yes Depth of Naturally OccurrinLy Pervious Material 1 Does at least four feet of naturally occurring pervious material exist in all,areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on A 10V 9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR•15.017. Signature Date Q:HEALTH/WMERCFORM J I \D { 1.. 1;, .' :.;Y r " The C om. m onw ealth of M assaehusetts TOWN OF BARNSTABLE In accordance with the Massachusetts State Building Code, Section 106.5, this CERTIFICATE OF INSPECTION is issued to RICHARD & DIANE MAHONEY Certify that I have inspected the premises known as: 373 SCUDDER AVENUE MULTI-FAMILY located at .373 SCUDDER AVENUE in the Village of HYANNIS County of Barnstable Commonwealth of Massachusetts. The means of egress are sufficient for the following number ofpersons: Use Group Construction Type Location Capacity I R2 4 UNITS . 46556 6/10/00 6110105 Certificate Number Date Certificate Issued: Date Certificate Expired: The building official shall be notified within (10) days of any changes in the above information Building Official U1 New 1/A System Permit Summary Sheet OF 8.\r 5 Site Information "C"°5�� Town: Town.Permit# 2jz)C>�- Assessor Map/Parcel: Z-SS 1, q Unique Town ID,# Site Address: � 3 �cAs �` � P • i � Ck�t1Y1 S Owner Name: r cQ •v�.-e 1= I(�l- ��r -e�y Alternate Name: Home Phone: Mailing Address: Work Phone: Co�r�c.eY CD 61- qG(E a Title 5 Information Building Type/Use: mu I+� — Design Flow: _(gpd) Seasonal Use? Yes ❑ NoQ Unknown ❑ Bedrooms: Title V N.S.A.? Yeso P No ❑ Unknown ❑ Lot Size: 6 Non-standard components: Please list all components e.g. YA treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution -SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I f `� �-e-fJ l C.--cam�- '2_bC:5 g I/A Treatment Unit Make and.Model# 5I-c2g!_oAe- /Pi r—r_-0 — DEP Permit Type: ❑ General Board Approval Date: ' o COC Date: `f ZS O g ❑ Provisional O & M Contract Entity: fYl 1 K t�� -� (Jim idv(1��-� Remedial Contract Start Date: 13 Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: q.L1aL0FDEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ( BOD5 � CBOD ❑ TSSV TN ❑ Nitrate Nitrite IEZ Organic N ❑ Ammonia TKI\ " Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: CcLre r-r- U.�4_ CA.f� r3o t-E Influent pH ❑ B.OD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking # Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com 45 ..i V-1 _G '1 3 TOWN OF BARNSTABLE I: L�cTION _ U C1' SEWAGE # YML;AGE ASSESSOR'S MAP & LOT 7 — T INSTALLER' NAME&PHONE NO. SEPTIC TANK CAPACITY 16 h LEACHING FACII.ITY: (type) s, (size) �✓�- 3 NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: 16 r3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Fa ' ty Feet Private Water Supply Well and Leaching Facility (If any wells st on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands xist within 300 feet of leaching facility) Feet Furnished by S V n . ti n , per/No. - (D dZ O U ` 1�j & '' Fee $5 0 . 0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Mizpozal *pztem Con0truction permit Application for a Permit to Construct( )Repair(x)�Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 9-3 Scudder Ave Owner's Name,Address and Tel.No. 61 7—8 21 —1 5 0 6 Assessor'sMap/Parcel Hyannisport, MA Nelson Demoraes 11 +1 /2 Hemlock Dr, Canton, MA 02021 Installer's Name,Address,and Tel.No. 7 7 5—8 77 6 Designer's Name,Address and Tel.No. Wm E Robinson Sr Sept Sry PO Box 1089, Centerville, MA 0263 Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq. ft. Garbage Grinder(nd) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil sand Nature of Repairs or Alterations(Answer when applicable) Title 5 Septic re-pair, remove Kx&xxxxxxx existing (4) flow diffusers, excavate all contaminated soil and replace with clean sand. Re-set and re-stone flow-diffusers . Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this B au'd of Hea h. Signed Date A A Application Approved by Date/ m m &r 9 7 Application Disapproved for the fol wing asons Permit No. `I Date Issued " _ _.- ,� s� •'ems,-�_..� r, .'•'� � �' �;. � `' ` iVo. Fee $50 00/ y % - ''. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -�✓,,.. - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Ye 11pptication for Migpogar *pgtem Construction Vermit Application for aPermit to Construct( )Repair(X�Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. 3" Scudder Ave Owner's Name,Address and Tel.No. 61 7—8 21 —1 5 0 6 Assessor'sMap/Parcel Hyannisport, MA Nelson Demoraes 11 +1 /2 Hemlock Dr, Canton, MA 020 1 Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. Wm E Robinson Sr Sept Sry ~` PO Box 1089, Centervillite, MA 0263 Type of Building: Dwelling No.of Bedrooms `4 Lot Size sq. ft. '/Garbage Grinder(nc) Other Type of Building X6. ofefs&(F Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil sand Nature of Repairs or Alterations(Answer when-applicable) Title 5 Septic repair, remove xxdxrepkxx existing ?(4) flow diffusers, excavate all contaminated soil and replace with clean _sand. Re-set and re-stone flow-diffusers. Date last inspected: w Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage'disposal system ' in accordance with the provisions of Title 5 of the Environmental Code and,not to place the system in operation until a Certifi- cate of Compliance has been issued by —of tl ' B d of Heal*. Signed � i y .a �6 Date cZ c r Application Approved by- Date / C�, &-9 Application-'Disapproved for the following Yasons Permit No. 1 Date Issued /01 jT, OMAlIOAIWEALfH OF MASSACHUSETTS Demoraes BARNSTABLE, MASSACHUSETTS Certificate of C'orrmpliai - THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired (XX)Upgraded( ) Abando at111��_, Scudder Ave, Hyannisport has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 77-1, dated /0-�0-cl -7 Installer Wm E Robinson Sr Sept SrV Designer The issuance of this permit shall not be construed as a guarantee that the syst fu g design Date �� /�' 7 Inspector s x f --------------------------------------- lo. Fee $50.00 �. �+" # THE COMMONWEALTH OF MASSACHUSETTS 1 PUBLIC HEALTH DIVISION'- METTS �BARNSTABLES ASSACHUS_ Demoraes loiooaf 6potem Conotruction Perth Permission is hereby d to Construct( )Repair( X)Upgrade( )Abandon ¢j? System located at - - Scudder Ave r- v"" Hyani ispor , MA Installer: Wm E' Robinson Sr Septic Service 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: 1 - _�7 '` Approved by S V NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) I, William E. Robinson, Sr. ,hereby certify that the application for disposal works construction permit signed by me dated f 6 —A Y—°� , concerning the property located at � cudder Ave, Hyannisport, MA, meets all of the following criteria: * There are no wetlands within 100 feet of the proposed leaching facility. * There are no private wells within 150 feet of the proposed septic system. * There is no increase inflow and/or change in use proposed. * There are no variances requested or needed. * If the proposed leaching facility will be located with 250 feet of any wetlands,the bottom of the proposed leaching facility will=be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation. Please complete the following: 3 A)Top of Ground Elevation(according to the Engineering Division GTS. map) 1 B)Observed Groundwater Table Evaluation(according to Health Division well map) SIGNED: Ll ► DATE/(5 —o2S�; LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER 60 (Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted). � t f f t C- C J K .r TOWN OF BARNSTABLE ..LOCATION y�r�( SEWAGE # `. ;VILLAGE ASSESSOR'S MAP& LOT �7 , .INSTALLER'S NAME&PHONE NO.—" ..SEPTIC TANK CAPACITY 16�Qal >:LE CENG FACIL TY: (type) l�, � B (size) NO OF BEDROOMS :B:UILDER OR OWNER a `—� Q COMPLIANCE DATE: :rPERIvITTDATE: f : Separation Distance Between the: ' 'Maximum Adjusted Groundwater Table and Bottom of Leaching Far' ty Feet i Private Water Supply Well and Leaching Facility (If any wells Est on site or within 200 feet of leaching facility) Feet Edge.of Wetland and Leaching Facility(If any wetlands xist within 300 feet of leaching facility) Feet burnished by aN . % , . c y ✓'RriAviCo Cr�w..I Saoe�tf CA CA PrCe 1j;a Plj,%diGw'4h/ 1✓rAo• 1�aF�,.,.1. Ave / 6van C/ Ac rC 5 - C'dr.,yer S'c- ol/r/c Ale /- d Z0-1 _ � i ZM C S • " l��f��'` �;% a gyp/ C r/�r y/ lb n No.---a ( - ---• Fps.. ................ THE COMMONWEALTH OF MASSACHUSETTS BARD . F HEALTH OF...._... 6AA. � -------- ......... Aplifiration -for Dig weal Works CnomUurtinn Vullift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sys t: -- Locati Addre or -------------- ---- ---- � ---,------- ..4:1=----- awner ..............................- - • -•-•---- --- - Installer Address UType of Buildin Size Lot__..........................Sq. feet Dwelling ��No. of Bedrooms__.___�________-Z------------Expansion Attic ( ) Garbage Grinder ( ) QL4Other—Type of Building /No. of persons. __________________________ Showers — Cafeteria Otherfixtures ---------------- ---------------------------------- ----------------------------- ------- --------------------- - W Design Flow_ ______.-__ ____ allons per pet son per day. Total daily flow............. __._._------------- ----gallons. P4 Septic Tank Li id ca lcity gallons Length. Width------ 1,meter------ --------- Depthh---------- Disposal Trench No., Width_____%-_________ Total Length------ of 1 leaching area_.__s�- -'y__sq. ft. Seepage Pit No..................... Diameter____________________ Depth below inlet___/�_:___________. Tota�a i- g area-------.----------sq. It. Z Other Distribution box ( ) Dosing tank ( ) � (� / Percolation Test Results Performed by-------------------------------------------------------------------------- Date____-_------------------------------.,.. l Test Pit No. 1----------------minutes per inch Depth of "lest Pit.................... Depth to ground water-------:_____._____..... G% Test Pit No. 2__..............minutes per inch Depth of Test Pit____________________ Depth t ) ground water__._._.______________... •-••--------•--------- -------------.................................... ---------------.....-------- •---_...----._._.-- •----•-•------------•--••- 0 Description of Soil_________________ w '� _ U ----------------------------------------------- W ------------------ ------------------ ------ ------------------------------- ------111----- �---� V Natu e of Repairs or Alterations—Answer when applicable ---- ---------- ----------- --a01..........._2 ' --------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beengissuedd the board of health. Date Application Approved BY-----•• -•• - - •---- ---- �� -fit_ - � 6 " ------------ Application Disapproved for the following reasons_________________________________ to -- --- ------------------- • Dat PermitNo.---_...-•••-•• ........................................ Issued.•--•- - --•-C` ---- ................. te No.. ! 1-t! --. Fps.. ................... y ` THE COMMONWEALTH OF MASSACHUSETTS 'k BOARD F HEALTH . - AVVliraatioat -for MaVoottl Workii Towitrurtioat Pprutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System t:, ELocatio Addre or 1- N ` wner Address W .•.--- Installer Address Type of Building/ Size Lot----------------------------Sq. feet V Dwelling No. of Bedrooms--------t.__-g------- __________________Expansion Attic ( ) Garbage Grinder ( ) pP-, Other—Type of Building ---------------------------- No. of persons..-_-_----.__-.._----_.-.__ Showers ( ) — Cafeteria ( ) Q' Other fixtures ___ ____ ______ _____ _ _ d - . .. ...... W ; Design :Flow._-_.......� � __- alions per person per day. Total daily flow_________•.. �-.f�r�'............gallons. IX ? Septic Tank 4 Li uid ca a _ __city� allons Length---------------- Width__l.._. ._ i. eter--.-._..--.-__-_ Depth. ._-____._.. Disposal Trench No. _,Width....... .......... Total Length------, _--._ Total leaching area..... -. sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet___,_.............. Total leaehidig area------- ----------sq. ft. Z Other Distribution box ( ) Dosing tank aPercolation Test Results ._ Performed by......- -----•--'•--------•----------- •. ........................ Date---------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water..---.-_-_-_----_.--_- �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth t� ground water------------------------ P4 --------•--•-----------...........I................................................................ Description of Soil. ,�} � �''' -•---•------------------------•--------------- U ----------------------•---------•----------------#r••-------•---•----------------------------..----- M -•-----•------ ------- -------------------------------------------•--•--.-...._.---..-..-..-.._..- .-- -- •._...--..---------_►-"___•_ U Nature of Repairs or Alterations—Answer when applicable `'" ___ . c. /k r -----'•. - �--------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sign -- e .. Date Application Approved By----- - = '�--�----` --- '� rv"-...... - /� �� Dat"e Application Disapproved for the following reasons__________________________________!__. --•...........................••--•----•----.......-----------•..._.......-•-•-----•••-------••---•--•--.•---------•------••---------•------------•---••--••----•-----------•-------•-_..__..._....--•-- Date PermitNo.......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - . .. a :... .........oF.......... :. fir' TntifirFate of TomliliFatta T S I ERTIFY, t th idual Sewage Disposal System constructed ( ) or Repaired by - - : fir . . -- -- Installer / has been installed in accordance with the provisions of Article XI of The State Santtarv� Code s describ d in the application.for Disposal Works Construction Permit No......1/.(): " ----�----------------- -•-- ��--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUA NTEE THAT THE SYSTEM 1AlIL FU CTION SATISFACTORY �,,�. �J DATE----X/h/ / inspect . . THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH .No ' 1 �. ..... .. ...OF... ` FEE �i��o� g �oat� ti t rrntit : Permission is hereby grante .-- --- -------- •-- ........= _ to Con elj str t ) or `'epair ( an IndividtAalSewagIbisposa ystem S < •----- Street as shown on the application for Disposal Works Construction P r_rr)kit No.__ - Board of Health DATE...... `------------------------------------------ ; FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS �V r ly Way � C�J n -y A .R 4 Ir Ih clue�S4 _ Iq Rd F D lyeftAK01 - . I - � I I I- I I I I I - - I � I ;1 � 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 I 11 ___.___ ____ _._______________-_______------�__r_________ .____-- ______- _� , , 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—- __�....�i__�,___,---------�-1,,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 i : , I I 11 I . � � I I I I . 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I I I , , 1'1i� �, '', � � I I I i ' " SOIL TEST DONE BY'0&Q__&_&_QRI1f&1 . 11 � � 11 I �, � I I , - � , - , I. I I I 11 � I ELEV. = 1-0 0-0 0 - � , , ,z � 2" PRESSURE PIPE I , , I I _ I I I 1. I 1, I � I 1i BROWN WTH CARBON - , I ,� � I I ,. � I I — - i , I I I 1. ., . ; .'11 � I I I I I - I I I, . ,�� ASHED STONE ,,, ' � 1p I � 11 I i� 1 ,�, t� , 111 1. i I . � 11 � " I I I I I I � . I I � ,� � , I , � I I -D -I - I I I . 11� I �� I �� , ,WITNESSED BY - � I I : 11 ''Ill :, � I I 11 I I 11 - I - I I , � �� I FOUIRE I - i� - I � 11 � 11 I , (ASSUMED) I 11 I � �� I I - 1 150 PSI MINIMUM ; . 1.ELEV. 00 -105.00 MA , �, ;� �, f X TER IS RE I , ,,� � I � 1 I I I ,� I I I '�� __ _ - I I . 11, I � A -, :��I 1 11 � I I I P 11' . 1 1� I ' ' I'll , I ., I �, I I i � , � I �. . � 11 ,� 1 1 I . I I I I I I I I . v I I I . 96.00 104.50 MIN. , � : � ,,�, , - il, I I I � I 1,� 1, - I I I . �s . ,I- I'� I i I ,I I� 1 .I I 1 24"�CAST IRON I I , ,'I� I I '' AX. I �,��. � I I ,1� � , PUMP'' SWITCHES. DET IL -2 . : I 1 99.7 1 1 1 1, � � I � , , , , , I, , � I I 1, I � � I I I I f FRAME & COVERS 11� � I . I I � . I — , '' ,I", � �, ,I �, : � �,� ,,�: � 1 , , �1� � ,� I I i - 1 , ELEV.= : 1, I I . . I I I I I � , : , 11 � , ,�� I I I I I I � I I I 11 � , , "I �: I , � I 11 � I , , I , I I I 11 � 11 � I I OBSERVATION HOLE', I I I . � I I I I 11 I I � I I I I I I I I , I I — � , I I 1. � I I , � ' 'I I . I I I 1 I 1 1� . I I I I 11 ' ' I . I I x , 1, �I 11 . L -' I I I i I ,� I I � I I I ,� I 11 , '" , .1 , I I I I � I I - �, I I � 11 I 11 I I �� I I I � " I I I 1% I ,� 11�, � I I I 111�1 I ' 'I I I , I I,� 11 RATE,'.;.�,2, ��, MIN./INCH AT - 66 : INCHES � "I I 1,� � I I I I I � I , , " I I I �� I ''I 1 . 11 � I r I : :; I < I : : I I I I 11 i . . _� i - I �, . 11 � � I o "'. I �, I I �', I I I PERCOLATION -_ I . �I -1 I I � I I I I I L I I I 11 I � I 1, I I � I I I �, I - 11 . I � " I 11 �, I 11, I � � � I 1, � , :�1 , � 11 I � . I �, 1, , 11"I I I I I � I I I I , ,� I I I I -1. I I I I I , I 2 " I � �, � �, , : I 1'1�� I 1. 1 , " I, , 11 I I I 11 I I I � . I I I � I I . , 1, 11 � I I 11 I I I I I � 11, I 11 1 I.... 1, 1, I ., I , � I I 11 11 11 � . � �_� ,, DEPTH HORIZ TEXTURE COLOR MOTT. OTHER : , I 11 .11 I I I . . I � . I I I . I ; �� , , I � I ,,� I I'I, � - I - I �11 I I 1�1 . � �, � , �., 1, ��,,�, 1� � I I � I �I I I � I I I � � �,; ' I I I 11 I I .1 � I I 11 I I'' � 11 I I I � I I I � I � I I I , I I �., 11 %. I I :, I 11 ��I � �� ,- 141 4 n It ly F, I � 1 I � I I I� , 1, ': � � I . I : : � , �, r I I I 1, I I 11 � I I I � I I i I I " I I " y6X 11 I I - I / I I ,t� I -1 " � ' , I I I I - ", 1 ,� 11 I � I I . "I - � , I ''I I I I I ; I I I � , I I I I .1 I I I I , I � I 1 13.;7' 1 6 - 6 . MAX, , I I 11 I . I I .1, � I I I - , INVERT ELEVA,*EON 96.9 -1 I 1, � , I - I , I'' I I 11 �, ' 'I �,I I � 11 . I � I I I I �, �, I I � .1 , .1 1. I I I , ,�, � '' ,� I _ 111 I ,! I"I � , 1, " � I � a 0 ., I I I I 1� � I I I 1 " �I � . ,- 1, I . I � I I I M I On I I I , I I I I I 0 1 � I � 11, I I I . � - I � 11 . . I � � I 11 1 4" CAST IRON PIPE "I I I I I- _F__ 0 C3 0 0 C3 0 o r_3 a r-3 r-3 I I I � ��7 �I � , t I I I � I I I � SUITABLE I , I 11 I I I (OR EQUA MINIMU I' I , i I I ___ I ,� I � 2' ' - ,� I a ' 'I' ll '' I , I I I �.I . 11, I.... I 1I I i ,; � I I I 1 1,4, � . � I UN ' I I 11 J/ -\ 11 I ,� �I I '' I I I : I I'll, i � 1. I 1 -34" , FILL � FILL - I . I le 1 V PER FT. , \_\ /I/ 1_\ �\ ", I I � I 0 C3 C3 0 13 C3 M M E3 0 13 M , * I I "I, I I I I _ ,�li , � I I "I 0 1 MATERIAL I � 1, I � , � PITCH � - I I I . I �. - I I I I I I I I I 1, �, I I 11 iL . I � I I , H20 � �..,. � - I I I : 0 I I ,. I I I � 28H 1. � -,1.� ,1. 11 I I � 2 - - I� I I I 1, I I . I I 1 I I � 11 11 - 11 11 I I .I . � I I . I I BEL A1800, FILTER-�,j '_j 6" SUMP ELEV. - -, 103.1 1� , I 1i � I I � - , I � � 11 I � : . I I I I I I I I I . I � � . I . , I � � , ELEV. = , 0 0 0 a ,� I �, I 11 I I I I I I - . I,�I 1.11 I 11 I I ,� I 11 I � I I 1� I I I I I � I � �11 I I I - - _. . I / I �� , , '' , *I C3 M [3 C3 C3 M M 13 13 13 13 * 2' � I ' �,� ��, � I I� � ,�, I 1. � ,� �; 11 I .1 I I I I I I I I I 11 � , . .� '' I 11 I I I I ,.� I , I --- FLOW LINE I � ,1, ,, a I � I ' I ALARM ON ELEV. 93.67 , I , I I I I � I � �_=.0 - � ,,� , , , '. ,. I , � I a �,'I ��, I I �, 1 _7 --7(.- � " I - 1 � I I I L I I UNSUITABLE � I I I I I . 1 � I . I I i 11 I I I EXIST., � - � � -!,, I � a ' 0 ��. I'll I I 1 7 : .1 "I . I I., I'll I I E . , I I ' . I I I �, I I I I I � � I 1 .1 I - I ,� I I I am . . I I I I I . � E* ' 96.83 � ' , low H20 , SEA] I � DISTRIBUTION ELEV. w-_/� - 0'.' 0 0 d : .1:1 �, 11 " ,�, I 7 11 I I 1 4 1 34-40" � A "' LOAMY SAND 10YR3/8 NO I MATERIAL . I I � I I I . I I 0 * 0 1' '' : � % � I I I � : I I . I I I I I 1 1 Pt UMBING TO BE' RAISLD . = I � i , I I I I � Ile I . I I - I L _TIV ., " ,� , ELE N\-ELEV — IIN. , I I . I I I 11 " 10 I I � . I I 0 V. - J_QI&O : � '' � 3w � . , I I e I 1, C .� I - ` IN 3 , BOX , . 103,00 , I .0 1. � I I I - I I '11,I I . I I 'll I I I - � I I � ,. " I I " I -Z ,� I I 1. I AND RE-PIPED BY A � c � ' I �� ,:1., �, /8" DRILL .� I . I I'll I I 11 I I I 11 � 11 11 I I I I , I I PUMP ON DIV. 93.42 1 � � ` I 1 I � I I I I I I I I ' ,� WA. 94, � 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 I �, :�,�, ' ' ' 1 51�G 2AS . I I I 11 I I I I ' I � � I I I I 11 I 11 I .1; I I � I 1� 11 I I 1 I I I I I I I LICENSED PLUMBER AS I EXIST. K - HOLE � I I I � , " I I . I I I I - I � ; - I � � I I = , .96.58 � __----- I I 13AFFLE CHEC I I 11 TO BE WATER TESTED , � �� 4-1500 4ALLON DRYWELLS WTH STONE I WELL MIW29 , ' ' ' 11"1� ' ' le � � - ' � : ,: ", �. �, �, 20" 1 11. I '' I I I .I I I 11 i � I ''I - I � I 11 I'll ,� � I I NSUITABLE � . I 1� "I � I . NEWED '� 1. 1 , ELEV. - VALVE , '' I ;� ZON E- , B ,, , , , !, � � I � � I I I � I U 1. ., I I 11 11 I I � 11 I . I I I 11 I I � I I . ELEv. ,w 96.33 ' I I I . 11, TO BE PLACED ON FIRM BASE) I - F -ORMA 77ON - — 7" �2 . I� I I �� I -54"F 8 LOAMY SAND 10YR No , MATERIAL ; � � '. .1 1,"I . I I � � I " I I I I ., - 11 I I � , , IN AN 12'; X 46' X 2' 7R NCH f �� . I I ,� 40 1 1 1 1 1 1 1 � I � 11 . I I � I I I I I I , PU�P'OFF E±V. 92.83 1 1 1 1 1 � I - I I 1 I I I , . " I I � I I� I I I I � I . I . I 2 5.2'INDEX, 7.8 i , , ; I . I I I I , I I I I � I I I 1 7' II I 1:1 I I I 11 11, I � . I 1 , . I 11 ", . I I I � I I ,� . . I'll - . ,� I I � . � �, . I I I I e, � i, I I . - I I � I ' '. � I I 11 I � I I I I� I I , I I I I I ': , I 11 I I I I I I I I :, 7 , I 11 . I . , , � � I I i � I � I 1 I I ,, �� I .. I � , � I I I I I :- , I I I , ,� I � , � � 11 I I , .1 - I I I I i , I ,� I �� I 1 � � � � � ,. I ' I � I I - I I � 11 - 11 � : I ' I ' --- -"....... � I, . f I ,I I I I I I � 'f , I I � 1 11 I . I � I 1. I - "I I � ' " � I 13; ' I I ��I I., 1; 11 � ��;, , , I 11 , ,": . �,�! �' , � I , I .1 � �� "I 1 �� _ : I . ` ' 'SOIL ABSORPTION 1. I . I I � ' ' lot : L �, I I � I "I I , �.11 I I I '' I I, � ,� � I I ' ' - � 3/4" TO 1 :1/20 CLEAN ' ,, ,, I to ADJU:ST 2.1 �I , I 10" .1 1, I I . �11 � I � � I ,, , I I � I I 11 I I LIQUID , , ., OUTLET, � , , I :1 6. low I : I I ) . I I I ' '' lli � I �, I � � L�. BOTTOM OF INSDE 92.00 , .� I ,, I � � - I , I 'I'll I � - � 11 I 1: , DEPTH TEE - ,., I (TO BE PLACED, ON FIR BASE) I T, SU'WP ,DOU E � � I ' ' 11 ! , , L . 11 : W. ____ Id I D. 10YR5/6 I NO I ' EL 09.7 1 , �:, , 11 1. I I- I ,1', ,� I , 1 , I � . I I , � I ' ,,, . . - " -1200 C MEDIUM SAN I �,� I I . 1, � I I , I � I I - , , % . I ' SYSTEM ' (S S) I , I 1,� I 1�1, , , I'll I I I 1, - I I I 1 54 - I I , _� � I I " I 1 4 FEET , , ,,,�, 114 INCHES - ' I I�1, ,�� '1� 1 , :_ FREE ,OF FINES & SILT 1 I � � A ,'�: " I i I , 1,�, I 4 1 ,, BOTTOM OF:TkNK 91.50 1 1 1 � - I . I %, I li , 1, I i, , � , , -- , � . �, �' �' ' �.,' 1, L '' ' � , I � 11� � :: I i � I I , - 11 � ; �,,� �, �,�4_ � I � , ' �, , I I I I I �. I .I I I I I I I � 19 INCHES I ,, ' ; � , � I I " I I I, _ '' � _ _� ' I I � :�,,z , , I . I 1: 11 I , '' . . I � , ' ' ' � , I I I , 1 5 FEET .: ? I � , ,'��' - , , I , 1 - , I I I , � I 1 95.8 � I � , ,: `��' ,-�� I �' , ., 4 � � -I � I - , -000 GALLON �,� ,� , I 1 " - ,'I I I ,, , A I ;A � ,:-:� . � I I L .1 ; ,, , 1, I ' , � - � USCS PROBABLE WATER TABLE ELEV. = - , I � , 1 � 11 - 6 FEET , 24 INCHES, , , , I I I , PU � � 1. . ' I' ll I ,� , . ".�� - - ,,, I �i , , ,i I � ' ' I .WATER ENCOUNTERED AT -fi!-,- ' ELEV. = - 93 Z_ �, '. 1 ''I � I I I � - ' I op 1 , I I I 11 �2-AX8Xl 6! SOLID I , I ,I �, ,��! � , � : �', � 1�I �11 17'' 1 ,, : I 1; ,1, ' ! �- ' 11, .i I I I I I I I , : I I I I I �, 1� - I � I I I _:� � 7 FEET �'_ 29 INCHES �, I I ,� ER TABLE (12 /04/03 ) ELEV. -�.;2_3-7 �,11 �� ' . 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I . 11 I 11 11, I I 11 I _e, il ` , I �, 1 " , , � I I F I I � I 11. �� ' ' " 16 � : � �� : , �, , I 1; I I � I I �; � ''I Ili I I - I - � I I � I I I �. L� �, �I I I I I .1 i . I .1 'I,1�� I I 1. ALL WORKMANSHIP� AND MATERIALS SHALL CONFORM TO D.E.P. 'n TLE 5 AND � , I I I "I I . � I � I A 5'.variance is requested , I . � , - ,:, �. , , �, , WFICH T, OF.TA NK:PER, MA NUFA C ThRER : , : -_LCfO LBS. �� I I 1; I x I � I 1, � I I - I .1 � z I I I I I I I 11 , I'', '' � ,�, : : I I � I . ''I I . I . :11 I I I ��, ,1,11 I I I 11 1. ), I ,, " 11, _ I I I , I I I 11 1 I I I I I I I � I I I 11 �, I . � 1, 1. 11 , i I I I � , j� I � I., , �I I I I I , I I "I GULATIONS FOR THE SUBSURFACE DISPOSAL OF � ,I I , I , 11 I . � � I I I . I , , I I � I I . I I I � ,, I I , I I ''. , .I z,� , ,� HEIGHT. OF WA TV? IN SU,WP , I � . ,�: : , - 11 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 � I I � � I I I � , I I I , I . I I , r . I I . . . I 1� . I � � 11 I I , 1, . I , "I : I , I 11 �., I "� _ � 11 I I . I I ,� I I ' I� I" , I I I I I 1.�; I I I - "I I � 1, � I i I I BOH Part VIII Section 1:00 , , ' . , i I , , I", I I I I �11:", , , " I 1 , 1 11� I I SEWAGE. , , ,� 1: I ,:'' , I I 1 I "I I I I I I I I I : � �� ,'� " : I � I '', "'i I � "I 11 � I I I I � - , I � � 1 I .- ''I � I I I �1 I I I I � 11 �� I 11 , I - I � _ 11 �� '' 36. � '' . , , ,I. , I I I s and a drain leading ' I . � - :,-"'- ' ,I ,. �, , z, , - 1� I 1. 11 - I I .I",I � ., I I. , ! 1�1 I 11)(62.4(10142) � ,i;-�,: I i � I ,. � 1,877 LBS, , j I I I I I I . I I I I I I, ,, !� :, 11, 4. � , �.. I 11 Distance between all septic system component I ,I I ;, � I �,� , , '' I I � I 1, I ; I I � , I , . � '� 2- ALL COVERS TO SANITARY UNITS.SHALL BE BROUGHT TO WITHIN 6" OF , . � 11 I I I , L, F � I . I I z - 11 � I , I ., ,,� �1, I I ;� . I I - .� ,. � ; I I , . � , I &M LBS. . I- 11, -1� I '� : ' _' �:i_:, i,�, � 1: ,� � ; - I � 1,�� I I .I �': � , I I "' , :"! ': ,,,� ,� I �', . I , _ �, 11, � I z 11, I I I �, �_ ,k� . 1 1 I HEIGHT OF TANK CONCRETE , '� � , . I � 11 I 1 . I 11 , 111. .1 � 11 I I I I I , � I k , I - �, . � � 4 1 , I I I e � , , , I 11 . �� 1, I I I I I I I : . I : I , I � I I I I � " I 1� 11� I to a wetland shall be 100' , , , . I I I I I . I � ;� - , I I 11 ,� � I I :�, 1, ��_ I - � i, I ,� '' I ", i � , , , .1 I � I , I ,FINISHED GRADE., , ,'� I I � , ' � I , � I ,,, I I I I ., � I I I I � IV �-� � I , , 1 I 11 I 1. 11 � � I I� _,I '' I I ''r I ; I - TO OFFSET e FLO rA PON , ,160 L 8S. , I % � I I I , . � I I I � � � . - I - " � , . I , I I I , I 11 I I� . , , 1, i � 11 ,11 � I �� " , � , t ,�r 11 , � ''. I I � li, li', I 11 11 11 I .1 Exass HEIGH r I I I I I I I I J. ALL COMPONENTS OF THE SANITARY,SYSTEM SHALL BE CAPABLE OF , I I I 11 I , I A 74.5'varianc C"is requested for the S.A.S. �, ' �1,; I I I I I . ., I— %� , �1 ; 11 1, 11 I � 11 . � I ' ' I I I I 1 11 I I I I .1 � I - 1. , I I I- � . I . .1 I . I : , j, I I � , , , I I I 1� , . . I I � � ' ' ': �` ' ' I . I I I 11 ; , !�_ 1i ,I � I I 1 100.8 ., I 11,; .��, -, �, 11 �, I I � ., I I 1 ! I I , . 11 I 11 11 I I 11 I I I I WITHSTANDING H-10 LOADING UNLESS THEY ARE -UNDER'OR WITHIN 10 FT. OF �, I . I i .. " ' " 11 11, I I , I I � �-, , �') _��:,� ,�,' I� ', � ,,,x I � I I :, , . I I � - I 11 I 1 I I I 'e '� , '.I i I I I I I "I "I, I I 11 I I I -� : , I I I I b , , , , . � 11 11 I 5. I � "'� , � , '' I I I I , 11 . �� 1 I I 11 I I 11 I �� I I I I � I I 11 :� I I I � I I I I I :1 A 67' variance is requested for septic/punipchain er I ,� I : " , �', � . ,,, - '111 � \1� I � . I I I I I . , I � � � I I �i 1, � I I I 1. " , I �, � I - I � DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN � 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 1 I I I 11 I - 1 ,k 11 � 11 nj I I I I � I I �,I I I � I I I I I I I I I - , : I I �'I 11 , ;� 1 I I !�, ;� " I � I � I I I ,I I � :1 I . I ; I I " I .11 ;1 I : i 11 "I I I I ...... , , . 1� � 11, I I -,I I � , ,, , ��, , �� , � I I � �!, , I , I I � I I I I �, I 1: I , I ''' , I � I I I I � t � I I I I A 24' variance is requested for septic tank ,;I I I I - 1� , I I , %1: I " I I � � 11 � I I , . � . I I I � I , � I ` � , ,, "� I � , I I� � 11 I I 11. 1 �12 �,.� I I I I I I I I 1.,� I, ,, �_ , , ,,� � 11� I I I ,�` 1 I I , 11 - I I � 11 I I I 10 FT. OF DRIVES OR PARKING AREAS. . I . I I I . . � I �� . I I 11 I I � I : , , I I � ,:,:� , , I , �, , � I , �,;, I I I I I I . . I I I I I . 11 � I I . ill , 1, I 'T I i, � I � . � '' I I I I I I I . � :_ . 1. I I I - � � : . 1,11 � :' � t � � � : , �: , - - I I � � 11 �, I I � I , I I 11 %, " - � I I I I I . �� I I i 11. I 11 I I , � _ I I I I I 11 I I , il I I '.I , I I ,� I I I , 1, 100.5 1 . / � I I - ,,, 1�,,%i i�,:, , :,� � I , I., , , 1�, ��I � I I 1 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED � . � I � I , 11 ", , I I I � � 1 ,; I I I � � I I 1 � I I , � I , , � I I 11 I I I 11 1� I .� I ". I I 1, � ,� ��, � 11. I I I , I I � I ,� 4 I . �� i 1 I I I , ,1, Ill:� � I � . 11 �, I I I I I i t 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 � I I I I � I I .; I I I - , � �,:, " , �� ", � I I. I . I � 11 I I :'' I - I X, , , I I � I '1� _i'�: _; � '. I I ,� 1 � '.11 I �� IN PLACE. , � ': I- I I i I . . 1, w I I ! . � I I . I I - I I I I I I I � I " " � , I I I I I 1, 1 4� 1 �I 1 , I 11 I � 4 , 1� �1, ,� 9 0 1 �- � 11 r I I I : I � I � 1, � � , , , I 'I � � I I � I � - I I I I I I , � I I I I � I � ,� ,: � �� e 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 11 . � I I� , I I "�� I� � i I I I� I . I I � � k ' '' � i ; I ., I , ' I , � I I I I � 11 I � �, , I ,, I I � I � I , I I 11 I T. I I � � � � - , .i �_ ,100.4 ,, 1 ill � , � I I � ,. I 1 1 5. NO DETERMINATION HAS BEEN,MADE. AS TO COMPLIANCE WITH DEEDED OR , i �, I 11 .1 I I � I � I 'll, I � � 1. � I � _. . , I I I I . I I I �", I I I�7 I I I I . I :. ,4 1 � I I I , I , z , 1, I I I I I I I I , I 111. I I 11 � I I 11 - . I , , , , I I , , _". __ , �- 11, I. I I I I --ZONING I 1, I I ., I ,I . I, I I I I I I I . I 11 I I 0 � I, I � I :�_,��, I �� ... ,. � I. I ,:I,I�I I I I I I ,L , , :_� , - : � , � ", :,- ,:,, , � . - ,� �I -�". 1,: - I . 11- I ,"I I . ��,"I _''.,�I, 1 7, �,I REGULATIONS. OWNER / APPLICANT,IS TO OBTAIN SUCH , , �, 4' 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. :l .o ,�; :�� I I , I : I 11 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 , .x I 1, . , , ,;, 1 1� I I- . o � ,��, I I I I . , . I I I � 11 . I, ,, ''I I I I I I I �I I I k�I I I I � . , I I I I I I 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 � 1 � I I I 11 I ,, , , , , . I I I I 1 I I I . r I � I I I DETERMINATION FROM APPROPRIATE AUTHORITY. : - , : � I � I I I I� I I I � ; . � I � 11 � �� ,I ,I,� ,,, � i � I e� � � �, � I I I� I I I 1. I 1 7 1 1 i ,I 1, I I "I I : I � I I ,, " I I I I I I I� .11 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 � 11� � I I I I I - I . � I I � 1, � I ", I "I io I I I I I I I � I I I I I� I� �� I : ,C4 - I �Z I I �. I I � I .. - I Ill: I , I �I ,I � I I � '':, ",,- � , , , I I 1 I - - �I � I I I I . 1 � , I% I I � � ,� I 11, 'It 11 �,�� ,, I I I : I I - I I I I I �1 _ A 6. UTILITIES. SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR IS TO I 11 I I . I I I I , I . I , I 11 I 1, "" I I I I I I . . I I I I I- - I I I 1, I i . I I I - I 11 �� 1, 1. 11 ' ' I I I I I � I , ; I I i 1:111 I , I I , "'� � ,'I I I 1, I 11" , 1. , I 1 1, � "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 1 � I, .1. CALL 'DIG-SAFE" AT 1-888-344-7233 AT*LEAST 72 HOURS PRIOR TO , , I � - I . I 11 I I I I 111.11, I : , I � I I � , I I I I ." e I I ' 'I., I � I - - � I 11 � � � 11 I -` I I " I . � I I 1 I ,� � I I I I - � I I I I I 11 I � , " I . I I I I . - I � �, - I " : I 1 , �I I � I I I - '' , ', I ' ' I I � 1. I I I I . I I * I 11 I I . �� 11 I 11 ''I 1,I . r I I ,.�, 11 I - , 1. GRA VEL v-'x. , I "I �, �. I 'll, I': I I I 11 I �,� 1, I �, �:I , � I ,, 11 I �I I j , �, *� ;� I ''I 11 I I . I I - I I I I SITE. , I � . , I I 1 If I ,�, , - I . �', : I . I . � 1.�, I , I , � 1 � � . I I I , I I I I � I . I . I I , 99.9 ,/ . I I I I . ''., , � , 1 � I 1 I � I � � I � . � I I I 1, I I I I I - m � ,�� , I � , � . I ��, I I � I : 11. � �� I ), - I I I :� I � I I I I I. � 1'11 �1 � 1, � 11,I 11 I I I 11 I I I I � , I I DRI VE ON. 1, I - I � � ,�I 1:,I ". I 1 111. I :_ I � I I 11 I , I I I �, I �� I Z CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE "I, I I I I I I I 1. . � I I I - I I I 11 I 11 '100. 1 , , i - - I . � ; 11 I I . I 'I , I 1, . � , . , " I � � I I I. , 11 � I I I I I I I I I i I I I I . I I I __11 I .�p I", I , : I . I I 11 I I I 11 I , I I � I L , � '. . , I � : _ - �, . I I .1 I I 1-1 I I ,� i I I I �, � 11 I I � . I � I I 1, I I I � I I I I . 99.8. I I_� 0.1 __ I, * I I I � :>- , � � I , . I , - �I . I �- , �, 11 I I � I I CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE � �� I 11 11 i � ��. I I I . I : t 5 b , .I 11 � I I � I I I I I � � _� .11 '' �, � 11 � I I 11 11 1, 11 1, I I I I . I 1� I .., I � � � , I I I I �. � 11 11 , I � I �� I I I I I I � - I I . i, .1 � , I � . I � ,� 1 . � .11, I � � 11, ; , : : 11 11 I . 1, � I , . I, I I . .. I , I 77C 0 . , I . I I I � . I I � I I I - I I . � I 11. BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. , � I " I .1 � � I 11 � I I � � . I � I I x 1-1 I . I I , I I I I . I � � I I I - 11, I I � I I . I I I I I I I �� I . . I 1 ; " 11 I I � I 11 ,:� I I . ,/" * I� N 'I � . I � ,� I I :1 � I �, I : I � I'i 11 : � I I I � , : I I I I 11� I I I � I I . I I � - I 1 2 . I t I C'Qbl TANK I - . I I I � : � I � I � I : 8. PARCEL IS IN FLOOD ZONE � I I I , � I I I I I� I I I ; �� I . � � I I . 11 " I I 1� I � I I � I " � I I I I I � I I I - � I - I 1 I a I I . . , 1. I I . I I I I . � I I # 9.6 , x 00.7 1 �, : � , I I � I . I I I I e � I I I I � � I - " , I I I 11 I , I , I I 1� I I I I I I I I � I I I I � . I 1. � AP - 288 ' AS PARCEL 196 . I � I" ,, I I I I I I I I I . I I I . .1 I . . . I I� I ,� I I I I � i 4 1 1 1 � I I �11 � I I I I � � I I I . : 1, I , I 1 9. LOTIS SHOWN ON ASSESSORS M -_ I � , I 1, I I 11 I'll . I I � 11 I I '� _ I '' "I I I I 11 I � � I I � I � , I 1�1�: I I 11 � , � , � � I � I 4 I � I I � I . I I I I . � 1, I � I I , - I � I I I � I I I I/ I I I -- 1. I I I I I I � I � I , I . I . ,� 1� � I .; � I �i _ I, ,,,,,, I 11 I 11 I , I I I � I I I . I t , I 1, I 1, I \ 1 : i� , 1, 1 , � I I I . . �:�� . �� _ "11 I I I 11 � . . I I "I ' ' I . � . 11 I la ALL 'UNSUITABLE MATERIAL SHALL BE REMOVED FROM UN15ER, AND FOR A � "I � I 1, : . I I I .1 I . � I - . I. � I � I I I I I I, 11 .1 11 � � I I I � I ., I, I I � I I . 4 . 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 - ,11 I i I ,, I I I I I: %11 I , 1K , � I I 11 I I . I I , : , I, " I , 8 I - 1. I . . . I � I I 11 ,, ''I ,.� 1. . I 11 I� , I I I I � 1997 �, ,, 4� 11 I il , I ,� �;�I I � 1 , , , , MINIMUM OF 5 FEET FROM AROUND THE SOIL'ABSORPTION SYSTEM, AND E 11 1. . � I I I ,� I P I ,, � I 1 4 � , I I I . I I "I � I I I ,: � I / , " I , � I � . I � I I 11 I I 11 I 11 I I I I , q I I � I 11 � I I � - I I � I 1 � 1� , I I I I � �/ * �11_� 11 I � "I I I I I I I I REPLACED WITH SAND AS SPECIFIED IN,310 CMR 15.255: (3) (I.E. ,TITLE 5) 1 F � � 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 . � 1 ,4_' _.-� 11 I I I I 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 I . I ' I I I I �, I I I , I I I I I � � . � 1. � � I � 1:, � I I I I 1, I I I I I 1, I � I I � � I � , 1. 1 6N PVC AS � " I � \/ 1-11b LOT J , il I � I I � I I I I I . I . I 1 I . ENCOUNTERED BELOW S.A.S. PIPE INVERT. , I �� ''I I I � � I � I I 1 , , I - � 11 I I REPIPF AS , I I I 11 : � � I I I I I � � "I 1� 1111 I 11 I ' ; . . I I I � � .1 . I , I 11 I �, I I � 11 t I 11 " I � I I I � . I I I � I z � � I I . I � I EV ,7 1 1 �. � I I ,� I � I I I I I I I 11 I 11 I . . . I SLEE E AT: , ' 1, 0'1 I SHOW I I � I� ,900 .t S,F . I "I I 11 . I I . .. I 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. I I I " I I I I / � I , I I - I I - ; . - , _ , I I I i 1. I � I I I � I � I I I I 'I, WA 7ERLINE. � � , I I I I I �I � � I I I I I ,%�,' I 11 I I I I I I L A1800 FILTER IS TO BE INSTALLED. I I I I _. ; 1 , ''I I, I � � I I I � I I � I I ; , I I \ "I . . ` 1. I I 1, � I �� I I I � 11� . � � 12. A ZABE , . . I . 1 4 "� I I I I I I I � � I I � I I . � , I �� I I � I I I I . I I � I I 1 I 11 I� I I I I I� I I I I.- I � I I .- . � :: 1 11 I � I I . . I I ,, I I � CROS.9NG, � I I * I 11 I I I 1 '�?6". � I ,�%j� OF - � I 1. � OVIDE SHORING AS NEEDED TO PROTECT BUILDING, AND � : , ,, e � I . I I I ; I I � I , I � I � - I . I I � . . I . I ' I - � I I � �, _* 1 � I "� I I� ' 'I I ,x I I I ,IL \ . 1, t,t_� I I � � I I I I I 'L I . � I I I I I I . . . :� I '' , , I . I � I I I 11 I I � i � . � I . . / I I . ,,, � I I li , 11 , I I I I I .- . I I I I , 8 , I I . I I, 1,1, I I , I I . %F/. .. . 11, PROPERTY LINE. , I I � I I .1 I � � Irz '' . I , � I "I I . - I I I I . . I : EXIS nNG , I I I�,I I I :� � : ,. I � . � I I I I I I L I , I I I I � ,I I I � I I I I �; ��_ - I � e I . 1 14. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVATION BEFORE I ,�, � I I . I I � I I I '' I I . I I � : I � I � I I � - I - CRM - - 't K�\ I I 1, �I � . I . .I I I 1 I I , I ,� /I I I I 1 I . "'<�� .7 1, DWELLING 7 : I I I � .L � 1� :; I I � � �, - k;l . I I 11 � 11 � � I I . I � I , I I,i . I I I I .� I I " I I I I I I 1 99. , I �. I 1 .18 1 � I � . I AV I I � I I � � I I � I �I , SHEW ,, I I : INSTALLING S.A.S. - I I I i I" I � ,, , � - P1 I I I 1, I � I . I I L I I I I :1 11 I I I � , . I I� I 1, .-, IR '�- �,'!,', M. � � . I . i �, I � I I L I � . 1 14 � 11 11 I I I I I i, i 11 �, 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 a I CM � , -.4 . ,;, f ' , 15. AN ELECTRIC PERMIT IS REOUIRED TO WIRE PUMP AND ALAR � I 1, ,11 I I . I I I I I I � I x-11 I � , ,4 1 - : , I I I I U) ', 1. , 11 I 11 � 1� - � I I �, � I � I I I I I � I I , N _,r6 I � I � i w 100.1 I I : ,,; I I r I 11 " ,�;' 16. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. � I I � I L I I I I I . I I - I Q I 1_� 11 , � I .I I I I . L � I , I I I I .. I � ,, ': I -� ,. I 11. _� . I � . I I � I I � , I , I � I 1. � I I ft 2?4M , I 'CO^ ,i ' 17. SEPTIC TANK AND PUMP 'CHAMBER ARE TO BE IPX OR ASPHALT � I . I " � I . . . � t I 11 I . - I ,� I CRA 9t ' I . I I : I i ,I ''. I I 11 � � I . � . !i 31, ; - .1 I , I I I I 1, � I I . . I I I I I . I 11 I I I , � � � � I I I I I I I I � I I � I I I i A I'll, -jr � 31 41 ;� � I I � I I � L I I I I ' I I .1; 1 I� � I I . I I I'll , , I I I I I � I �. I �� I I I � " � " I I I I ,r � I � , I,I � . I I 11 .1 WATERPROOFED BY THE MANUFACTURER. I I I . I I � I I .1 : I I � I I I � .. ' I I . I . I I I : I � � 4 1 1 .I � -"- ,, 1 4'0 I I I I � � I . I I I � . I I I . ,. ,:�,x 99.5': ,V'l CE'' , I� ' , I L, � I I I,1 4 �, I �I � .I i . ... I z I " , I I I � I I � I I I (0 I ,� : I , , I I I . , L I � ' , 18. ALARM IS TO BE BOTH AUDIO AND VISUAL. I I I 11 I I �. - 11 I 1, � , I I I I I I I I I 11 � I I I I i ,� I I r,,, � I I I I I . ''I I I I I - -I -1. I-... I I � � . I I I I ' 'I ,� I L .1 I . I I I I ,y I .I I . I I � I I I L I I I . I 11 I I I I %U,'-. �-.., �, ; � I I I r 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 . 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I I �� , 1 ,�I I ., I I ;E0 I . �;, 198.5 , I 1 ; I I ., I I � I I � I I I I r I I - I I 11 1 I I I I I I , 1 I I . 11 I I 11 I 1 . — � � 11 � 11 cjlz,�1�4 " � , J#2554 7 , � I I �1� .I I ''I 11 � 1. I 1 I 1 . 11 I 1. � I I I I , I I I i I I . I � I I I I I I " I I 1 9.7 � L),� I I I I I I I I 11 .; f I I I I I I I� I I I I 1. 11� . I I � I � 11 I I � I � I I I �I I � 16 1 � 0 / I . 1 . ,� I I I . . . i I I I � I I I - --- . I 11 1 4 1 1 1 1 1 1 1 1 1 . I o I .I I .I I I I I I I I ,, I \. . � I I � I I 1 � I .I I I r I � I I.�I�� ,r I I I 11 � I I - I I �, I I . I . ,j I I . I . I � 1 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 I L I I I I I I I � - I I � I.� I � I . I�I I � � I I( I � I 1 �78 11 I . , I . I ,� I . � LEGEND: I � �, i I Ia�� I I � I 11. I I � I I I I 11 , I � ,� I 11 . I EXISTINGL SPOT .ELEVATION . . . x O.,O . � � , . I — I I I 1% I � I CA I /,� r 11 , � ' ', I ' � I I I 11 . I I I �, I I 1, � I ,- '' I , . I I , PROPOSED I SEPTIC DESIGN I I - 11 � L I .'' I I I 1 .99.0 . �� REINFORCED CONCRE7F , - I � I I ,� I I I . . I I I I I I - . I � I I I I 11 I EXISTING CONTOUR . . . ---_00----, '' I I I 11 I � 11 I I ,i . 11 I . . I r I I I I FOR , I I I I Ir I I � . I � I I , � � I I I 11 I I _1 � I � I I GUIDEWIRE ANCHOR � I . 1� r , _ I � I I I . - I I I � I � I . I I I �. FINAL SPOT ELEVATION . '. . rU" ' , ' I I � � 0. �,BREAKOUT BARRIER WliLL � 1. . 11 I I I I I I , � I I I I ' ' � I I 1 , �� I I ; I �� I I I I I . I I I 1, I � I ,� I I I I I . TO BE REL OCA 70 I 1 0. TPP A r a ioamr ,,, �� - , I � , � I 0 1 1 1 ,� � . I I � : I I 11 , , , , . . � I 0 1 1 1 . ONTOUR --=— TP - I I I I I I I I �, l' 'r I . I � �(.40" A BOVE FOUNDA r ,r I I I I ,� I I I I . I I I L I DICK MAHONEY ) , I I I I I I . FINAL C � I . . I 11 , I I I L IF N,ECfS$ARY - 1 '' . ' . I ,ON) 1. . I_', �I ; I I I I I I ''I . I . I . 1, 111. I � � I I I I - - I I I , SOIL TEST LOCATION . 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"I 1.�, .DATE � , ', I I I I AGENT I 1� � '. I I ��,1i ''I I f I . 1;1 i I I I I I . I I . I . I I I I I I I " I 11 - I I I - I I I I L - � r I . I I . I � � I � I I I � I I �I I I I r � . 11, I I L I � �,2'1 �, - � I I I ,I v I I � : 01,7 ,. _, I I I . � I � 11 I I � I I I I � �" I . , I � I .P 11 I '' I I - I I I I - I I I - I . I .r L � � � � I I L , ,,�� I �, I I ,� 11 11 I �, � _, r,A'.%. _0998 Mahoney.dwg I � I I I 1 02004 CRAIG R. SHORT, P.E.I 1, � I 11 I I I I - . 11 11 11 I 11 I I I I I I ,, ,,�', I I ,�. I � __ I I I 11 I � I . I i " "Li I - - 11 I I I I I I I ,� � I I --- I I I I I . I I . I ,� I . , I 11 -1 - I I . 11 ''I - I � : I � I -1 I . I 1. I I I � . I I I 11 I � I I e I I I , r ' ' 1. I r I I 11 , 1: 11 �, 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 11 . I I I I I 1 2 � ,]� '� I I I I " I I , I I . , � - I I I � I I � . 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" I I I I � r, I I I� � , , , 11 _i, I �i I ,�, : I � - , , -1, _ - I I , �I ...� L ' ' '� — 4:�' , � �, " ;� _,_��_�__,� __ ___-,-..--- � __ . . , ,- ____�______L____- _t.�Z_,--- L I , , -. 7 , I � ,� : , ",;�" , , ,��, , :,� I �� ,� I I - , , ,� , _�� _-_j---.._� �- ,,� I � I I � ,I I I �1, - ��!: , I L 11 , .I ,�"', k._,. , I -1 '' � - _�I _-'� I �---f____ -,---,.__ - I 11 �, !, � I � I , I , ," " , I I I 11 , ", I . I � , � -,L,".,, _ __L _._'_..._�____________L 'I I ,I I , � , , ; , , i ` � I I - . I 1_.__�___L_1_ ----------------- __ - .--..-____ r , I I � � ,_i I -I-11L _L,,`: - 1-._�:___1 1� __-,._-_, _,L��1 I--, _.___11__.__ __-__1-.I---- __._____________.___,_____ ----,: - -___��_�� : .1 � _____-, __ - - -___- - -- I LOCUS TEST PIT PERC. TEST DATA PROM PLAN # 1 -998 EXISTING a f` # � GRADE # 2 I; FILL a.I - LOAMY SAND 2� LOAMY SAND �,, �- . y'r' •`t \\a eG LOCUS MAP (N.T.S.) 5.4' - GROUNDWATER DESIGN (CORRECTED TO 7.5') SINGLE FAMILY DWELLING W/5 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= 11 0 X 5 = 550 G.P.D. G" MANIFOLD SEPTIC TANK(VOL. REQ'D) REMOVE EXISTING MED SAND 550 G.P.D. X 2 = 1100 GALS FI RET. WALL 2000 GAL.TANK-O.K. (EXISTING) +I p i.4' - - LEACHING AREA(S.A.S.) 530047120"W USE A LEACH FIELD 1 2'X 48'X I'W/5-48'PC. PIPE 100.00' A 35'X 3'X I'TRENCH W/135'PC. PIPE 35' I PROPOSED FENCE m TESTED 1 2/4/O3 12'X 48'X 0.74' = 42G' 8.5±' [38 + 381 X 0.74' = 5G W GRAIG R,..-SHORT, P.E. AND SAM WHITE, R.S. 35X3X I X0.74 = 78 10.0±' 0 TOTAL= 560 G.P.D. +1 cQ t� APN 288- 1 9G LLJ _ � NOTE : O No. 373 7,900±5f �I 1/2 STY. z w WD. TRM. LU Q 1 . D15PO5AL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH 1 st FLOOR= 1 2.71' " w ' COMMONWEALTH OF MA55ACHUSETT5 ENVIRONMENTAL CODE TITLE V. }0 �- 2. A55E550R5 PARCEL NUMBER (APN) : MAP 288 - PC. 19G I 3. CONT CTOR TO CALL DIG-SAFE 72 HOUR5 PRIOR TO BEGINI NG CONSTRUCTION AND/OR cn Q EXCAVATION. Ln h z 4. PUMP,5EPTIC TANK, CHECK T"5 AND INSTALL GAS BAFFLE O 5. THIS FLAN DOES NOT, IN ANY WAY, REPRESENT AN ACCURATE, INSTRUMENT 5URVEY OF THE PROPERTY, AND 15 NOT / EXISTING SEPTIC TANK RISER N 12' TO BEU5ED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS OF THE SEPTIC SYSTEM A5 SHOWN. _ S y G. THI5 PLAN I5 NOT A RECORDABLE PLAN.S EXISTING PUMP CHAMBER RISER Q 7. BENCHMARK 15 BASED ON AN A55UMED DATUM, A5 SHOWN, UNLESS OTHERWISE SPECIFIED. 8. SURV OR: HOOD SURVEY GROUP LLC: I E 8 ROUT GA SAND I H GRAPHIC SCALE 4> �' � W C MA NSso >�, N \ 9. SURVEY DATA FROM 5UBDIV1510N PLAN FOR 5CUDDER AVENUE RECORDED AT 13ARN5TABLE REG. OF DEED5 20' O' 10' 20' 40' 10% \ / ,h 0) CATCH 10 PLAN BOOK 110 - PAGE 29 . SUBDIVISION SERVED BY TOWN WATER BASIN- \ \ LR' 1 1 . PSE C l ESULT5 FROM MR. 5HORT'5 PLAN # 1-998. NOT P055113LE TO DETERMINE NOW BECAUSE 5.A.5. O• � DOLICALLY OVERLOADED. ( IN FEET) EDGE QP 12. PombVE EXI5TING RETAINING WALL. 1 = 20' h MDPW BE OF 13. EXCAVATE TO CLEAN MEDIUM SAND AT ELV. G.9 (N.G.V.D.) OR A5 NEEDED 5' AROUND 5.A.5. ELEVATION = I I.30' 14. U5E F,XI5TING 2,000 SEPTIC TANK AND PUMP CHAMBER. PUMP WASTE WATER FROM PUMP CHAMBER SITE PLAN s (N.G.V.D.) C�D h TO TIE DISTRIBUTION BOX FOR GRAVITY FEED TO LEACH FIELD * LEACH TRENCH. 15. PLACE A SLUDGE HAMMER IN EXISTING SEPTIC TANK TO REDUCE THE DEPTH TO GROUND WATER BY TWO FEET (FROM 1 2-5' N.G.V.D. TO 10.5 N.G.V.D.) A5 APPROVED BY MA. DEP. LETTER DATED h MAY 2G, 2004 * REVISED 411012007, 8/2/2007, * 8/21/2007 ATTACHED. I G. A 1 2' X 48' X I' DEEP PERF. PIPE FIELD AND A 35'X 3'X I' DEEP PERT. PIPE TRENCH FOR 5.A.5 WITH H 3/4" - 1 I/2" DOUBLE WASHED STONE W 2" OF PEA5TONE ON TOP. of%iqs 17. PLACE FENCE BETWEEN P.L. AND EDGE OF FIELD TO PREVENT PARKING ON 5.A.5. o` � NARY FIRST FLOOR 16. VARIANCE OF 2.2' TO THE 51DF P.L. REDUCING THE D15TANCE FROM 10' - 7.8' I5 NEEDED. Irj EARL �' LANTLRY, JR. v, EL. 12.7 19. l'ANCE OF 1 .5' TO THE MAR5TON AVENUE STREET LINE P.L. REDUCING THE DISTANCE F No.26575 ,0 FROM 10' - 8.5' 15 NEEDED. o �Q/ �� TOP OF WALL PROPOSED GR. EL 12.5' IFS ATE tia EL I 17 g 50 'ALF „ FIN. GR. EL I 1 4' EXISTING GR. EL I i.5' t� 0b O CRAWL 97 ACCESS W/IN G"Of GR. D-Box SEWAGE SYSTEM DE51GN 9"MIN. COVER 6"MIN. p gem 0 EL. 7.7 _ op dsb oo o 0 0 0 0 o A 0o a o QQ,,r`,b,bOo 8o v�o� �o°8m�oo w bOo08oOoX" �' `LQ G�'o PUMP CHAMBER PER apo �g�p��OpBAc, o�wPgo �ep�poogg �000pEXISTING o0 040� '9800 .o o� e 06.800� og4 c�oQrovBd8� � oo 1=01\ 2,000GAL I PLAN 1-998 ON L 8.0 EL. I 1.5 P.C. CONC. EL. 10.5 E, EL. 4.4' M M RI C H ARD M AH O N EY 373 5CU DDER•AVE FIELD SEP.TANK(H- lo) G835 MORLEY RD. HYANNISPORT, MA_ CHECK g HEALTH AGENT APPROVAL DATE Is 8°` 8g000°oPgo ° 8�oa °oO€o 0°0�08°o°�°I� !17 LEGEND CONCORD, OH 04407 APN 288 - 9G PLACCE SLUDGE G"CRUSHED STONE OR COMPACTED 1 O'MIN LAND SURVEYING BY: ENGINEERING BY:I HAMMER(see attached) 24 � '� PROROSED CONTOUR 20'MIN. _ __ hood survey 9oep r ilc DEPTH OF LIQUID I O �� EXISTING CONTOUR ' ADVANCED TECHNICAL SOLUTIONS INLET TEE DEPTH CORRECTED G.W.P. 7.5 �-� land surveyors - engineers CONSULTING ENGINEERS OUTLET TEE DEPTH DRIVEWAY 18 route Ga sandwich, ma 025G3 P.O. BOX 99 FIRM ZONE ph: 508-888-1090 - fax: 508-833-821 2 E. SANDWICH, MA 02537 PROFILE OF DISPOSAL SYSTEM I +« hoodsurveycgroup.com ( DRAWING NOT TO SCALE ) �C° 7 DATE: I 0/OG/07 SCALE: 1" = 20' 4 ft. 110 VOLT ELECTRIC _ —LINE BY CUSTOMER To bower unit � *nest sa, ao we Bacteria stick extended above top of effluent for ease of removes' Zabel A-18W Effluent fitter or -quivalent Existing Single compartment Septic Tank With Sludgehammer Retrofit NOTES k 1. Contact Muddy Waters Environmental at 508-888-6021 for unit order/delivery. Allow 7 days notice. r` 2. Unit to be placed under inlet precast lid, offset away from inlet T by 2 inches minimum. i. 3. Unit rests on bottom of tank with no support necessary. 4. Route 1/2" PVC air supply line through riser, align with center of unit. t 5. Maximum distance between blower and unit is 100'. 6. No vent required. 7. Cover over inlca and outlet lid. to be brought to grade, w. h a r;:,ar to service bacteria & effluent filter. S. Covers to be secured with bolts or screws to prevent unauthc-=i`ed entry per Title V. 9. Contact Muddy Waters Environmental for installation and start-up. 10. Blower unit requires dedicated 110-volt 15-amp GFCI outlet .It desired blower location. i I t f 110 VOLT ELECTRIC i --LINE BY CUSTOMER- + To braver unit I BaCtark, stick extended above 1 lI + - tco of eTu—nt V easc of r moral - i Z h A-1800 Effluent 1 fi t_r c:r equivalent I t ii New Two Compartment Septic Tank With Sludgehammer for Reme: ai Use NOTES I 1. Contact Muddy Waters Environmental at 508-888-6021 for unit order/delivery. Allow 7 days notice. 2. Unit to be placed under center precast lid, offset away from inlet T by 2 inches minimum. 3. Unit rests on bottom of tank with no support necessary. 4. Route 1/2" PVC air supply fine through riser, align with center of unit. 5. Maximum distance between blower and unit is 100°. 6. No vent required. 7. Cover over center and outlet lid to be brought to grade with a riser to service bacteria & effluent filter. { 8. Covers to be secured with bolts or screws to prevent unauthorized entry per Title V. 9. Contact Muddy Waters Environmental for installation and start-up. 10. Blower unit requires dedicated 110-volt 15-amp GFC.I outlet a' desired blower location. SLEDGDJAMMER INSTALLATION i Muddy Waters, Inc. I b route Ga - sandwich, ma 025G3 Fh: (508) 533-7799 Fax: (508) 539-7789 i — 1 ' :.m.w.:w-.a�rs..d+wr ..•...nv.. ... ._.. __.._-...u...,...saao.... -_...:,..< .-4c �®�.w�.�.f C - 4" SCHEDULE 40 PVC PIPE LOAM AND SEEt✓ - �� ~✓ R FT' CLEAN SAND " . PIP` PAINITD SOIL T •TQF' OF FOUNDATION 20 FT. MINIMUM FROM CELLAR /- MIN. PITCH 1 8" PER - r,r CJ`�" 10 FT, INIMUM FROM SLAB OR CRAWL SPACE 2 LAYER C7I 1DO.OQ 10 FT, MINIMUM 1/8" TO 1/2` ��. {+ DATE OF SOIL TEST Q� ELEV, 2 PRESSURE PIPE (ASSUMED) 150 PSI MINIMUM ELEV. 105.00 MA WASHED STONE J SOIL TEST DONE BY QRM- R. SHORT, P.E. 24" CAST IRON 1'6_:.0p " ,.�", /: .,_,,.. ..:�. --_ FRAME & COVERS 104.�0 MIN. 'i..,i;w,R SWITCHES DETAIL WITNESSED BY S-AM 1VH_ !T 11 'L OBSERVATION' BSERVATIO HOLE 1 ELEV._____s� ..7 d z PERCOLATION RATE M:i,..ANCH AT _. ._ INCHES II DEPTH i�ORIZ TEXTURE COLOR MOiT, OTHER 3. 7' 4" CAST IRON PIPE " M I N R '! CN 96,G (OR EQUAL) MINIMUM " ❑ ❑ C3 ❑ CI O ❑ ❑ ❑ ❑ ❑ UiNC-. TABLE PITCH 1/4" PER FT, I „dW-L o ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o " a B L A1800 FIL R H2O " o ° 28" D-34 FILL Foal MAa�R'AL I ELEV. 6 SUMP ELEV, r• 03,17 a ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 2' _ I EXIST. FLOW LINE - - ° ° ° ALARM C_' ELEV. 93.67 ; PLUMBING >za BE RAISED ELEV. 96.83 10" DISTRIBUTI(JN ELEV. - ° ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CI ❑ L"NSUlT : LE AND RE-PIPED BY A - 'MIN. H2O 3/8° DRILL n �SQ3,AQ o° o ° ° o ELEV. -� LQ1 QQ_ 3" 48" 4- 0' SA I 0 'A• LICENSEQ P4U464R AS EXIST. GAS DOX PUMP ON ELE'✓. 93,42 CHECK "� HOLE �� N�F.DEP ELEV. 96.58 BAFFLE TO BE WATER TESTED 4-500 GALLON DRYWELLS WITH STONE WELL M1W29 " j ELEV. •- 96.33 VX ! TO BE PLACED ON FIRM BASE + ? ZONE E3 7" 20 ; " UNNSUITABLIE ; IN AN 12 X 46 .Y 2 77?ENCH FA4MAl70N 5,2"INDEX 7.8 _ PUMP Or"; ELE". 92.8.3 17" 40-546 LOAMY SAND 10YR5 6 NO MATERIAL LIQUID OUTLET 6" 10" SUMP 3/4' TO 1 1/2" CLEAN SOIL. A13SORPTION in ADJUST 2.1 10- 110 DEPTH JEE (TO BE PLACED ON FIRM BASE) i DOUBLE WASHED STONE BOTTOM OF NSIDE, 92.00 4 FEET 14 INCHES FREE OF FINES & SILT SYSTEM (SAS) 'U 0 L 6 FEET 24 INCHES z,000 GALLON POMP \ _ BOTTOM o TANK 9t,5O _ " USGS PROBABLE WATER TABLE ELEV. - 95,E i 7 FEET 29 INCHES 2-4XBX16 SOLID 8 FEET 34 INCHES SEPTIC TANK CH AM B EPR CONC. BLOCKS OBSERVED WATER TABLE (12 /04/03 ) ELEV, - 93.7_ WATER ENCOUNTERED AT _ V - ELEV. a _ 12 o a ee v.q BOTTOM OF TEST HOLE ELEV, - 89.7 DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT N0. NAL.AII.OWM SEWAGE DISPOSAL SYSTEM! PROFILE PU/VP ,A MCA � TOTAL ES77YATED FLOW i ' NOT TO SCALE �L 5[�LA T(QQI.��_ (rra GAL/13R./DAY x..,�_. a�) 55Q GA.L/bAY REOU/RED FLOW PER CYCLE .25 X 550 - _ IJ .5 CAL./CYCLE 2QQO DAaON ,;fpnC' TA9i(,�f,�-'Z FEOUIRED SEPTIC TANK CAPACITY 15DO GAL. VOLUME PER CYCLE -1975 GAL/CYCLE/7,48 GAL.ICU. FT. - ,1�,Z_ CU. FT./CYCLE WEIGHT OF WA TER D/SPLAC0 f-C7VAL SEP77C TANK CAPACITY _.20M GAL. • VOLUME CF WAT R IN PIPE J.14 X 0.00694 X 40 _ FT. -• 0.87_ CU. FT 6X11(9568-9Q50)824 21,828 LBS. `OIL CLASSIFICA77ON �I ' TOTAL MIN14UM VOLUME PER CYCLE _I I CU, FT I TITLE 5 WEIGHT OF TANK PER P,ANt,�rAL V8r fK 25,080 LSs l'ES/CN PERGOLA770N RA _s�^ M/N./1NCH DISCHARGE _12J- CU. FT, /J6,11 CU,FT FT, - �� FT, LfFLUENT LOADING RA Q_74 GAL./DAY/SF. 1 Section 15.211 STGIR4GE CAPAG'TY GAL./DAYI48 GAL,/CIJ,FT1J6.11 CU.FT/FT, -,?0- FT. WEIGHT OF TANK CONCR_:7C /t�/A_LSS. LEACHING AREA � 50. FT Distance between S.A.S. and drain leading to wetland(50' required) -2,0- REQUIRED PROVIDED EXCESS WEIGHT To oFTsrr FLo;-AT/Gtry J252 LBS ;I2'x46') lIB'x2•) -A 24.5' variance is requested L.`'ACH/NG CAPAC/7R ^5851_ GAL/bAY Section 15.255(9) _1QQP C,r� j,_ay 1 VMP C?'�Ak 1�` 784 X 0.M4 _ 4 Distance bets, =. S.A.S. &.breakoutbarnerwall shouldh 10 rE�GlrT :;c ,•r� _, 'R I"�!.aCED �.r w_ vL .�: �,,.,.0 CaP4��r. A �' y...,ate isr&;uzste4 �25X9(9-5:.8 ,' . 5j6Z 4 1Z.6✓ Lr'�: `: :5: ( H ' WEIGHT OF TANK PF.R MANUFAC;i/fER _ a r L S1' o R + T .,. f4.30[ �8.: 1. � L�wr�'�'�a�.t a-�� .:�,"!(1_��ATFPIALS dy.:LL CO,JrJrr}. ,0 O.E.P. TIT>"E 5 P.i'JO I t 13 Part Y1CI Section 1;00 _ _ �- LrgyF R RULES AND REGULATIONS IONS FOR SUBSURFACE 015P0 AL OF p - _ ..._ .,.. .. t`�TL''HT Cr.^f 54'sTEY;:TW '° i !: DNIN t ..• r T He S 'I Distwedand,slaall be 1005c s�stcxn corn^onents and a drain!eadin $ S_ E_ _ wA _f - r b WEIGHT OF ANK CONCRETE _ LBS 2 AL COVERS ,TO SANITARY UNITS SHALL BE BROUGHT TO VATHIN 6" OF to a EXCESS ,WEIGHT TO OFFSET FLO 14 77CW _ J 69B LBS F'NISF ED GRADE. A 74.5' variance'is 'requested for the S.A.S. , 1 I ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF n L� ,�" 100.8 V4THSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF A G7' variance is requested for septic/pump chamber DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN, E. A 24' variance is requested for septic tank f'v 100 5 / 10 FT.-OF. DRIVES,OR,PARKING AREAS. 4, AVY 1,ASONRY UNITS USED'TO BRING COVER., TO GRADE SHALL BE MORTARED Ir, PL NCE.,, / 100.4 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR GG� / 10 ZONING REGULATIONS, OWNER / APPLICANT IS TO OBTAIN SUCH J DETERMINATION FROM APPIRCPRIATE AUTHORITY. 6. LTILITIES SHOWN ARE AF a7aOXIR�ATE ONLY, EXCAVATION CONTRACTOR IS TO i CRA VEL CALL "DIG-SAFE" AT 1 �6`2B 344-7233 AT LEAST 72 HOURS PRIOR TO 99.9 / p1 'f�,. COMMENCING WORK ON .. TE., DRIVE 100. & 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATONS AS WELL AS SITE 0.1 �� CONDITIONS PRIOR TO COMIv.ENCING WORK ON SITE, ANY VARIATION IS TO BE / 5crP77C BROUGHT TO THE ATTENTiOU OF THE DESIGN ENGINEER IMMEDIATELY, � ,oU\TiINK 9.8 K 8. PARCEL IS IN FLOOD .ZONE 8 �, 100,7 �, a'� 9. LOT IS SHOWN ON ASSESSORS MAF ASH_ A.a PARCEL tgg_. �J \ /0 3 10, ALL UNSUITABLE MATERIAL'SHALL BE REMOVED FROM UNDER AND FOR A. i 99.7 MINIMUM OF'5 FEET-FROM;AROUND'THE�,SOIL"ABSORPTION SYSTEM, AN-D jE \ / w' �' LOT J REPLACED,WITH SAND AS,SPECIFIED AN 31G-CMR 15.255: (3) (I.E. TITLE 5) IF -- - - 6'-PVC-AS v REPIPE;AS � r '� ENCOUNTERED BELOW S,A:S. PIPE INVERT SLEEVE A ,,�t+` dpyy�, k�y�2• 7,900 S.F. 11, EXISTING SEPTIC ,SYSTEM ,TO 8E PUMPED SAND FILLED WITH SAND OR REMOVED. t WATERUN \ Sri ,,r +1��'�4''slhlf" - -- 12. A ZAF EL'`A1800 FILTER:I$ .70 BE INSTALLED. CROSSING 1� F''+' � ,s �",� ,'` �6• 1.1 CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND - ., �. r PROPERTY E. 14, CONTRACTOR NTO UNCOVER TANK OUTLET TO CONFIRM ELEVATION BEFORE INSTALLING S.A.S. Q�2P' 'i; ,, t A' ya:1r �' + �', , ,�• 15. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. 11 , 15. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS, I j. ., r 17. SEPTIC TANK AND PUMP :CHAMBER ARE TO BE IPX OR ASPHALT WATEFPROOFED BY THE MANUFACTURER. a ALARM � TO BE BOTH AUDIOAND VISUAL. .t ri �,N'✓' TOP OF r•. _ 9 9.0 1,7 `'o n TANK 1,7 Do �yo� ' J#2554 ` 9.7 '' I LEGEND: •�' ', ..� Y fib'' ✓ . , cs`°� �a,��. --, • _EXISTING SPOT ELEVATION , , . x0,0 T{.;,i 4• ' ,� ! PROPOSED SEPTIC DhSIGN EXISTING CONTOUR . . ----00---- 99.0' 6� �, REINFORCED CONCRETE I I .a FINAL SPOT ELEVATION . , , � GUIDEWIRE ANCHAR t 0, BREAKOUT BARRIER WALL I'` FOR FINAL CONTOUR -- .QQ]- TP � BE RELOCATED 1�0. TOP AT EL 1OJ.7X .100 I j��!`� ��^ SOIL TEST LOCATION , . . l NECESSARY hg\ 99,6 �f1 (..40" ABOVE FOUNDATION) fRRI�G i t� lr MONE 1 UTILITY POLE � TOWN WATER -"'"W"-^'"'"-W"' .. k. Loc, 373 SCUDDER AVE CATCH BASIN .(C� �-9 `,..� ��a, , � ° RELOCATE GAS AS SHOWN B A.RNSTA�BLE, MASS. GAS LINE G ---o 9.6 I GAS METER , . . , fJ] H YA N N I S GAS' VALVE . , . . /J/ 99'4 S� 5' 0VERDIG I CESSPOOL . . . . . 0 'g�!. •� ? SEE NOTE' /10 43 � i ! CRAIG R. SHORT P. . ELECTRIC BOX t r - SMITH cT, OCUS 235 GREAT WESTERN E 104 ROAD ELECTRIC LINO , , , ELECTRIC MANHOLE , , � �" 99.3 �M,q 5083 SOUTH DENNIS, MASS. � R`SrUiV Ate � 398-8311 02660 ELECTRIC METER . . , . .� FLAGPOLE , . . . , . . . . r �` HYDRANT . sc�oa/ opt c, a`� _ I `DATE JAN. 20, 2004 SCALE � " 20' LIGHTPOST . /y `� JO I p ; L MANHOLE , , . , . O SEW WELL , .' APPROVED: BOARD OF HEALTH I REV. 9/ / JUB N0, SEWER LINE, .--s --z --s - 1 '".'9 9 8 1 SEWER MANHOLE . TELEPHONE BOX . , . /�,{ WATER SHUT-OFF , , . r �- I_.r'Cb A 1 !ON MAP REV. SHEET �1 OF 1 WATER VALVE DATE AGENT -•--- _ 01-0998 Mahone .dw 02004 CRAIG R. SHORT, P.E. ,.��y gal �./" ' TEST PIT PER LOCUSt Y ,� C. TEST DATA FROM PLAN # 1 -998 � � ' ' # VEXISTING ' GRADE 07 # 2 1 �> Smith sf7 1 1.4' - FILL LOAMY SAND ly�/ v • vL , i 4. 9 LOAMY SAND n 0' LOCUS MAP (N.T.S.) Q� G.9' - 5.4' - GROUNDWATER DE51GN (CORRECTED TO 7.5') SINGLE FAMILY DWELLING W/5 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= I I O X 5 = 550 G.P.D. G" MANIFOLD SEPTIC TANK(VOL. REQ'D) REMOVE EXISTING MEE) SAND 550 G.P.D. X 2 = 1100 GALS +I RET. WALL 2000 GAL.TANK-O.K. (EXISTING) 40 MIL. BARRIER N 1•4 - - LEACHING AREA(5.A.5.) 530047'20"W USE A LEACH FIELD 14'X 53.5'X I'W/5-52'PC.PIPE j 1 00.00' 14'X 53.5'0.74 = 554 PROPOSED FENCE TESTED : 1 2/4/03 TOTAL= 554 G.P.D. 8"5± GRAIG R. SHORT, P.E. AND SAM WHITE, R.S. 8.2± W NOTES: LU APN 288- 196 w - -No. 373 1 s 1 . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH 7900±5F o I- 1/2 STY. ' COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE -TITLE V. cn 0 WD. FRM. Q 2. ASSESSORS PARCEL NUMBER (APN) : MAP 288 - PC. 19G 0) I st FLOOR 12.7 I' 3. CONTRACTOR TO CALL DIG-SAFE 72 HOURS PRIOR TO BEGINING CONSTRUCTION AND/OR EXCAVATION. � = � i' 4. PUMP SEPTIC TANK, CHECKT'5 AND INSTALL GAS BAFFLE i 5. THIS PLAN DOES .NOT, IN ANY WAY, REPRESENT AN ACCURATE, INSTRUMENT SURVEY OF THE PROPERTY, AND IS NOT TO BE USED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS O G. THIS PLAN IS NOT A RECORDABLE P N. 7:BENGHMARK'IS F3A5ED ON N SST�NIi 17T>1kTIJl ;"R� YiI JWN; UKLc-SS 6T4-- WI�LC5RY . \\ EXISTING SEPTIC TANK PISER I S 8. SURVEYOR: HOOD SURVEY GROUP, LLC: 18 ROUTE GA SANDWICH MA S 2" PRESSURE PIPE )4' 9. SURVEY DATA FROM SUBDIVISION PLAN FOR SCUDDER AVENUE RECORDED AT BARNSTABLE PEG. OF DEEDS PLAN BOOK 1 10 - PAGE 29 EXISTING PUMP CHAMBER RISER /X, GRAPHIC SCALE '�� Ox 10. SUBDIVISION SERVED BY TOWN WATER 0/ �� N 1 1 . PERC RESULTS FROM MR. SHORT'5 PLAN # 1-998. NOT POSSIBLE TO DETERMINE NOW BECAUSE S.A.S. 20' 0' 10' , 20' 40' °sS \ �ojO CATCH 15 HYRDOLICALLY OVERLOADED. OWNBASIN 12. ROMOVE EXISTING RETAINING WALL. 40-MIL BARRIER 13. EXCAVATE TO CLEAN MEDIUM SAND AT ELV. G.9 (N.G.V.D.) OR AS NEEDED 5' AROUND S.A.S. ( IN FEET) �OGF QP 14. USE EXISTING 2,000 SEPTIC TANK AND PUMP CHAMBER. PUMP WASTE WATER FROM PUMP CHAMBER I" = 20' h OF MDPW BENCHMARK TO THE DISTRIBUTION BOX FOR GRAVITY FEED TO LEACH FIELD * LEACH TRENCH. ELEVATION = 1 1 .30' 15. PLACE A SLUDGE HAMMER IN EXISTING SEPTIC TANK TO REDUCE THE DEPTH TO GROUND WATER BY SITE PLAN SC (N.G.V.D.) TWO FEET (FROM 1 2-5' N.G.V.D. TO 10.5 N.G.V.D.) AS APPROVED BY MA. DEP. LETTER DATED "�O h MAY 2G, 2004 * REVISED 4/10/2007, 5/2G/2004, ATTACHED. I G. USE A 14' X 53.5' X I' DEEP PERF. PIPE FIELD WITH 3/4" - 1 1/2" DOUBLE WASHED STONE W 2" OF PEA5TONE ON TOP. 17. PLACE FENCE BETWEEN P.L. AND EDGE OF FIELD TO PREVENT PARKING ON S.A.S. CIF 18. A VARIANCE OF 1 .5' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 10' TO 8.5' ` h 19. A VARIANCE OF 2' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 10.0' TO 8.0' FIRST FLOOR 20. A VARIANCE OF AN ADDITIONAL I .8' FROM THE APPROVED VARIANCE OF I O' TO THE 2' CRAWL5PACE EL. 12.7 FOUNDATION REDUCING THE DISTANCE FROM 20' TO 8.2' WITH A 40-MIL VINYL BARRIER PLACED BETWEEN TOP Of WALL PROPOSED GR-EL- 12.5' THE CRAWL SPACE AND THE S.A.S. EL- 1 1.7 21 . AN INCREASE IN THE APPROVED VARIANCE FROM 74.5' TO 79' BETWEEN S.A.S. AND THE CATCH BASIN WITH A 40-MIL VINYL BARRIER PLACE BETWEEN THEM. FIN. GR. EL. 1 1.4' EXISTING GR. EL. 1 1.5' REVISION 1 : 13DEC07 CRAWL 9.7 ACCESS W/IN G"OF GR. D-BOX 9"MIN. COVER EL. 7.7 G"MIN, °_�j °�� °°Ap��° SEWAGE SYSTEM D ES I G N b000�A°o4'Lb p8� 0.0 °PS PUMP CHAMBER PER aAag° ��pp� BApo p�°$�oY b�oo�go Oral! �aB �° �°EXISTINGoosp°oo �o�.°°o8°a °4 °°d° ° ° O° od°oo` °° 1=0R ON 2,000 GAL I PLAN I-998 s vo 8p ps ° 8.°o 0 EL 8.0' EL. I I.5 p P.C. CONC. EL. 10.5 -FIELD sEP.TANK(H- 10) EL. 4.4' M M RICHARD MAHONEY 373 SCUDDER AVE. CHECK g HEALTH AGENT APPROVAL DATE G835 MORLEY RD. HYANNISPORT, MA 8�4 v '840Q°o°i�oABp�¢(� °� 8 `00' ° F$ °oo.°Po o 'er* oo A LEGEND CONCORD, OH 04407 APN 288 - 19G PLACCE SLUDGE �G"CRUSHED STONE OR COMPACTED 10'MIN � )so? HAMMER(seeattached) art LAND SURVEYING BY: ENGINEERING BY: 20'MIN. 24 `- PROPOSED CONTO R" t �� 4F k;1 � "14 Ir hood curve rou , Ilc y 9 p ADVANCED TECHNICAL SOLUTIONS DEPTH OF LIQUID INLET TEE DEPTH CORRECTED G.W.P. 7.5 i O U� EXISTING CONTQ rr � HARRY c � land surveyors - engineers W GI OUTLET TEE DEPTH - - - DRIVEA' EARL =' ' CONSULTING ENNEERS 18 route Ga v LANTERY. 1' �aa sandwich, ma 025G3 P.O. BOX 99 _ "C" } No.26575 FI �'F e 4` ph: 508-558-1090 - fax: 508-833-821 2 E. SANDWICH, MA 02537 PROFILE OF DISPOSAL SYSTEM hoodsurve ygroup.com ( DRAWING NOT TO SCALE ) ! �� "'` DATE: 10/OG/07 SCALE: 1" = 20' I �h4,Af't�IkJ�ST� , n LOCUS 4- TEST PIT PERC. TEST t � l' DATA FROM PLAN # 1 `998 EXISTING # 1 GRADE # 2 , smith-...,St 7,, 1 1.4' FILL - #� `•,� s '` - LOAMY SAND ., %V1 029 LOAMY SAND eF� o"e LOCUS MAP (N.T.5.) e� G.9' - 5.4' - GROUNDWATER DESIGN (CORRECTED TO 7.5') SINGLE FAMILY DWELLING W/5 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= 11 O X 5 = 550 G.P.D. G" MANIFOLD SEPTIC TANK(VOL. REQ'D) REMOVE EXISTING MED SAND 550 G.P.D. X 2 = 1100 GALS +I RET. WALL 2000 GAL.TANK-O.K. (EXISTING) 40 MIL. BARRIER N 1.4' - - LEACHING AREA(S.A.S.) 530°47'20°W USE A LEACH FIELD 14'X 53.5'X I'W/5-52'PC.PIPE 100.001, 14'X 53.5'0.74 = 554 PROPOSED FENCE TESTED : 12/4/03 TOTAL= 554 G.P.D. 8.5±' GRAIG R. SHORT, P.E. AND SAM WHITE, R.S. 8.2 NOTES: APN 288- 1 96 w z o No. 373 11_I 1 . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT.ACCORDANCE WITH 7,90O±SF 1 112 FSTY , - Q COMMONWEALTH Of MASSACHUSEfTS ENVIRONMENTAL CODE TITLE V. m 2. ASSESSORS PARCEL NUMBER (APN) MAP 288 - PC. 19G cn 1 5tFLOOR= 1 2.71' 3. CONTRACTOR TO CALL DIG-SAFE 72 HOURS PRIOR TO BEGINING CONSTRUCTION AND/OR EXCAVATION. 4. PUMP SEPTIC TANK, CHECK 75 AND INSTALL GAS BAFFLE 5. THI5 PLAN DOES,NOT, IN ANY WAY, REPRESENT AN ACCURATE, INSTRUMENT SURVEY OF THE PROPERTY, AND 15 NOT ry z TO BE USED FOR ANY.,CON5TRUCTION, OTHER THAN THE ELEMENTS G. THI5 PLAN 15 NOT A RECORDABLE PLAN. \ EXISTING SEPTIC TANK RISER _ _,. ... 7.-BENCHMARK-dS.BASED ON AN.ASSU.MED DATUM, AS SHOWN;-IJNLES�FO I R I S AS SHOWN. ! s m 8. SURVEYOR: HOOD SURVEY GROUP,LLC: 18 ROUTE GA SANDWICH MA " S 2" PRESSURE PIPE 14' 9. SURVEY DATA FROM SUBDIVISION PLAN FOR SCUDDER AVENUE RECORDED AT BARNSTABLE REG. OF DEEDS EXISTING PUMP CHAMBER RISER PLAN BOOK 'I 10 - PAGE 29 GRAPHIC 5CALE \\ �� 8 C 10. SUBDIVISION SERVED BY TOWN WATER x /S N I I PERC RESULTS,FROM,MR. 5HORT'5 PLAN # 1 -998. NOT POSSIBLE TO DETERMINE NOW BECAUSE 5.A.5. 20 O 10, 20 40 � SS '��p CATCH 15 HYRDOLICALLY OVERLOADED. p0 � BASIN 12. ROMOVE EXISTING RETAINING WALL. J 40-MIL BARRIER 13. EXCAVATE TO CLEAN MEDIUM SAND AT ELV. 6.9 (N.G.V.D.) OR AS NEEDED 5' AROUND S.A.S. ( IN FEET) FpGF eP 14. USE EXISTING 2,000 SEPTIC TANK AND PUMP CHAMBER. PUMP WASTE WATER FROM PUMP CHAMBER I" = 20' MDPW BENCHMARK OF ELEVATION = I I .30' TO THE DISTRIBUTION BOX FOR GRAVITY FEED TO LEACH FIELD * LEACH TRENCH. h SITE PLAN 15. PLACE A SLUDGE HAMMER IN EXISTING SEPTIC TANK TO REDUCE THE DEPTH TO GROUND WATER BY Sc {N.G.V.D.) TWO FEET (FROM 12-5' N.G.V.D. TO 10.5 N.G.V.D.) AS APPROVED BY MA. DEP. LETTER DATED �DD h MAY 26, 2004 * REVISED 4/10/2007, 5/26/2004, ATTACHED. 16. USE A 14' X 53.5' X I' DEEP PERF. PIPE FIELD h WITH 3/4" - 1 1/2" DOUBLE WASHED STONE W 2" OF PEA5TONE ON TOP. 17. PLACE FENCE BETWEEN P.L. AND EDGE OF FIELD TO PREVENT PARKING ON S.A.S. 18. A VARIANCE OF 1 .5' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM I O TO 8.5' h 19. A VARIANCE OF 2' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 10.0' TO 5.0' FIRST FLOOR 20. A VARIANCE OF AN ADDITIONAL I .8' FROM THE APPROVED VARIANCE OF I O' TO THE 2' CRAWLSPACE EL. 127 FOUNDATION REDUCING THE DISTANCE FROM 20' TO 8.2' WITH A 40-MIL VINYL BARRIER PLACED BETWEEN TOP OF WALL PROPOSED GR. EL. 12.5' THE CRAWL SPACE AND THE S.A.S. EL. 11.7 2 1 . AN INCREASE IN THE APPROVED VARIANCE FROM 74.5' TO 79' BETWEEN S.A.S. AND THE CATCH BA51N WITH A 40-MIL VINYL BARRIER PLACE BETWEEN THEM. FIN. GR. EL. 1 I.4' EXISTING GR. EL 1 1.5' REVISION 1 : 13DEC07 CRAWL 9.T ACCESS W/IN G"OF GR. D-BOX 9"MIN. COVER EL. 7.7 G"MIN. SEWAGE SYSTEM DES 1 G N --. IN oOy 000AIBM PUMP CHAMBER PER ge 00 �°Q�q ��`bj �p8EXISTING oo8pobv ttiY °OBoo'd�?g °q KoBA �� q°o7°o0 3"�B4Ooo2,000 GAL PLAN I-998 d?O 8° '8Oo FOR ON EL. 11.5 0 P.C. CONC. FIELD SEP.TANK(H- 10) EL. 4.4' EL. Io.S M M RICHARD MAHONEY 373 SCUDDER AVE. CHECK HEALTH AGENT APPROVAL DATE G835 MORLEY RD. HYANNI5PORT, MA o�o°o�-pp 80 0 A0-c W0-1 8?ovhloopog LEGEND CONCORD, OH 04407 APN 288 - 19G PLACCE SLUDGE G"CRUSHED STONE OR COMPACTED I O'MIN j HAMMER(see attached) AwL � 24 ��N of r.q�" , LAND SURVEYING BY: ENGINEERING BY: - �- PROPOSED CONTOUR S DEPTH OF LIQUID 20'MIN. ' V S ' -`� �1 °� hood survey group Ilc ADVANCED TECHNICAL SOLUTIONS INLET TEE DEPTH i O `" HARRY � �� EXISTING CONTOUR / land surve ors - en Ineers CORRECTED G.W.P. 7.5 `o EARL Y g CONSULTING ENGINEERS OUTLET TEE DEPTH DRIVEWAY. 1 c.v LANTERY, JR. v: 1 8 route Ga " � p No.26575 0 Sandwich, ma 025G3 P.O. BOX 99 FIRM zoNe ;'a'� ��'* sT�F'� �'Z h: 8-888-1090 - fax: 508-833-821 2 E. SANDWICH, MA 02537 PROFILE OF DISPOSAL SYSTEM w: FS group.com ( DRAWING NOT TO SCALE ) 1 i � ''"" DATE: 10/06/07 SCALE: 1" = 20' :lot PrtU S6�', Zq t LOCUS r TEST PIT PERC. TEST DATA FROM PLAN # 1 -998 EXISTING ,, ols V z , nR U # GRADE # 2sr 8.0 - FILL LOAMY SAND /17 �k a t 29 LOAMY SAND eG LOCUS MAP (N.T.5.) 5.4' - GROUNDWATER DESIGN (CORRECTED TO 7.5') SINGLE FAMILY DWELLING W/5 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= 110 X 5 = 550 G.P.D. G" MANIFOLD SEPTIC TANK(VOL. REQ'D) REMOVE EXISTING MED SAND 550 G.P.D. X 2 = 1100 GAL5 +I RET. WALL 2000 GAL.TANK-O.K. (EXISTING) 40 MIL. BARRIER N 0 1.4' - - LEACHING AREA(S.A.S.) 530047'20"W USE A LEACH FIELD 14'X 53.5'X I'W/5-52'PC. PIPE 1 00.00' " 14'X 53.5 0.74 = 554 PROPOSED FENCE TESTED : 1 2/4/03 TOTAL = 554 G.P.D. 8.5± GRAIG R. SHORT, P.E. AND SAM WHITE, R.S. W NOTES: APN 288- 1 96 w z No.. 373 1 . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH 7,9004-51' o ! 1 1/2 STY. > COMMONWEALTH Of MA55ACHU5ETT5 ENVIRONMENTAL CODE -TITLE V. G) WD. FRM. , to Q 2. ASSESSORS PARCEL NUMBER (APN) : MAP 288 - PC. 19G LO 1 St FLOOR= 12.7 1 , 3. CONTRACTOR TO CALL DIG-SAFE 72 HOURS PRIOR TO BEGINING CONSTRUCTION AND/OR EXCAVATION. 4. PUMP SEPTIC TANK, ,CHECK 75 AND INSTALL GAS BAFFLE 5. THIS PLAN DOES NOT, IN AN' Y WAY; REPRESENT AN ACCURATE, INSTRUMENT SURVEY OF THE PROPERTY, .AND IS NOT TO BE USED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS h O G. THI5 PLAN 15 NOT A RECORDABLE PLAN. F S A5 SHOWN. \ EXISTING SEPTIC TANK K15ER 7: BENCHMARK IS-BA5I D ON AN ASSr✓MED DATUM,-AS aiOWN;t}NLESO9 i l� l Sf ClT� , - 8. SURVEYOR: HOOD SURVEY GROUP, I s � LLC: 18 ROUTE GA SANDWICH MA s 2" PRESSURE PIPE 14' 9. SURVEY DATA FROM 5UBDIV15ION PLAN FOR SCUDDER AVENUE RECORDED AT BARN5TABLE REG. OF DEEDS EXISTING PUMP CHAMBER RISER 8' �'/\X, PLAN BOOK 110 - PAGE 29 GRAPHIC SCALE �'� Ox 10. SUBDIVISION SERVED BY TOWN WATER 20' O' IO' 20' 40' �O� 1 1 . PERC RESULTS FROM MR. 5HORT'5 PLAN # 1-998. NOT POSSIBLE TO DETERMINE NOW BECAUSE S.A.S. �S/C� N - �� °SSA �o� OD CATCH 15 IIYRDOLICALLY OVERLOADED. BA5IN 12. ROMOVE EXISTING RETAINING WALL. 40-MIL BARBER 13. EXCAVATE TO CLEAN MEDIUM SAND AT ELV. G.9 (N.G.V.D.) OR AS NEEDED 5' AROUND 5.A.5. ( IN FEET) FpGF QP 14. USE EXISTING 2,000 SEPTIC TANK AND PUMP CHAMBER. PUMP WASTE WATER FROM PUMP CHAMBER I" = 20' h OF MDPW BENCHMARK TO THE DISTRIBUTION BOX FOR GRAVITY FEED TO LEACH FIELD �- LEACH TRENCH. ELEVATION = I 1 .30' 15. PLACE A SLUDGE HAMMER IN EXISTING SEPTIC TANK TO REDUCE THE DEPTH TO GROUND WATER BY SITE PLAN SC (N.G.V.D.) TWO FEET (FROM 1 2-5' N.G.V.D. TO 10.5 N.G.V.D.) AS APPROVED BY MA. DEP. LETTER DATED �Ob h MAY 2G, 2004 t REVISED 4/10/2007, 5/2G/2004, ATTACHED. I G. USE A 14' X 53.5' X I' DEEP PERF. PIPE FIELD h WITH 3/4" - 1 1/2" DOUBLE WASHED STONE W 2" OF PEA5TONE ON TOP. 17. PLACE FENCE BETWEEN P.L. AND EDGE OF FIELD TO PREVENT PARKING ON S.A.S. V� 18. A VARIANCE OF 1 .5' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 10' TO 8.5' h 19. A VARIANCE OF 2' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 10.0'TO 8.0' FIRST FLooR 20. A VARIANCE OF AN ADDITIONAL 1 .8' FROM THE APPROVED VARIANCE OF I O TO THE 2' CRAWLSPACE EL. 12.7 FOUNDATION REDUCING THE DISTANCE FROM 20' TO 8.2' WITH A 40-MIL VINYL BARRIER PLACED BETWEEN TOP OF WALL PROPOSED GR.EL. 12.5' THE CRAWL SPACE AND THE 5.A.5. EL. 1 1.7 21 . AN INCREASE IN THE APPROVED VARIANCE FROM 74.5' TO 79' BETWEEN 5.A.5. AND THE CATCH BASIN WITH A 40-MIL VINYL BARRIER PLACE BETWEEN THEM. FIN. GR. EL. I I.4` EXISTING GR. EL. f I.5' REVISION 1 : 13DECO7 CRAWL 9.7 --- -ACCESS W/IN G"OF GR. D-BOX 9"MIN. COVER EL. 7.7 G"MIN. SEWAGE SYSTEM DES 1 G N °4n°�, 'Os°°dBAW�db °�oa�,^�U-Ne'! °°p8p°°a° o° $9 °°X� 0008p PUMP CHAMBER P ° Aoo 8 �^ orsEXISTING I o089° aooPgB o %° 8, °do 8g2,000GALPLAN 1-9980o EL. 11.5 °go9B '� pgo FOR ON EL 8.0' P.C. CONC. EL. 10.5 FIELD SEP.TANK(H- 10) EL.4.4' M M RICHARD MAHONEY 373 SCUDDER AVE. CHECK HEALTH AGENT APPROVAL DATE G835 MORLEY RD. HYANNI5PORT, MA LEGEND rz CONCORD, OH 04407 APN 288 - 19G� 07 PLACCE SLUDGE �G"CRUSHED STONE OR COMPACTED I O'MIN a LAND SURVEYING BY: ENGINEERING BY: HAMMER(see attached) -� 24 �-'� PROPOSED CONTOUR , p�5�k ar•A S f 20'MIN. '. hood curve rou 11c DEPTH OF LIQUID Y 9 �� ADVANCED TECHNICAL SOLUTIONS INLET TEE DEPTH CORRECTED G.W.P. 7.5 1 O �� EXISTING CONTOUR HARRY G OUTLET TEE DEPTH - - EARL �;j Land surveyors - engineers - DRIVEW � 18 route Ga CONSULTING ENGIN[=ERS ca LANTERY, 1R. P.O. BOX 99 "c" �, No.26575 p Q sandwich, ma 025G3 „B„ - FIRM zor3 P �� w 508-885-1090 - fax: 508-833-62 12 E. SANDWICH, MA 02537 PROFILE OF DISPOSAL 5Y5TEM r ,U,cFssf I AL �� surveygroup.com ( DRAWING NOT TO SCALE ) 17 DATE: I 0/OG/07 SCALE: 1 20 >f LOCUS TEST PIT PERC. TEST h 6A . . h I DATA FROM PLAN # 1 -998 ' ' VG ISTING # RADE # 2 Smith 5# FILL 8.1 LOAMY SAND ' �� r 3 R 29 LOAMY SAND . \\o.eG LOCUS MAP (N.T.S.) � r e G.9' - - -n 5.4' GROUNDWATER DESIGN (CORRECTED TO 7.5) SINGLE FAMILY DWELLING W/5 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= 110 X 5 = 550 G.P.D. SEPTIC TANK(VOL. REQ'D) REMOVE EXISTING MED SAND 550 G.P.D. X 2 = 1100 GALS #! RET. WALL 2000 GAL.TANK-O.K. (EXISTING) 40 MIL. BARRIER N O 1.4' - - LEACHING AREA(S.A.S.) 530047'20"W USE A LEACH FIELD 14'X 53.5'X I'W/5-52'PC. PIPE 100.001 14'X 53.5'0.74 = 554 PROPOSED FENCE TESTED 12/4/03 TOTAL= 554 G.P.D. 8.5± - - GRAIG R. SHORT, P.E. AND SAM WHITE, R.S. ' ll1 8.2 NOTES: 0 APN 288- 19G z No. 373 - lL.l 1 . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH 7;�00±SF N 0 lLn11/2 STY. COMMONWEALTH OF MASSACt1USETTS ENVIRONMENTAL CODE -TITLE V. m WD. FRM. c�,'i Lo 2. ASSESSORS PARCEL NUMBER (APN) : MAP 288 - PC. 19G cn 15t FLOOR= 12.71' 3. CONTRACTOR TO CALL DIG-SAFE 72 HOURS PRIOR TO BEGINING CONSTRUCTION AND/OR EXCAVATION. 4. PUMP SEPTIC TANK, CHECK 75 AND INSTALL GAS BAFFLE Z 5. THIS PLAN DOES NOT, IN ANY WAY, REPRESENT AN ACCURATE, INSTRUMENT SURVEY OF THE PROPERTY, AND IS NOT ,y TO BE USED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS ' EXISTING:SEPTIC ' O G. TH15 PLAN IS NOT A RECORDABLE PLAN. 7;BENCHMARK 15 BASED ON f<N ASSUMED DATUM, AS SHO."✓N, UNL€SgFQO ,KcSAS SHOWN. _ ; TANK RISER EXISG PUMP H MA8. SURVEYOR: HOOD SURVEY GROUP, LLC: 18 ROUTE GA SANDWICH MAP CHAMBER RISER 9. SURVEY DATA FROM SUBDIVISION PLAN FOR SCUDDER AVENUE RECORDED AT BARNSTABLE REG. OF DEEDS 2 PLAN BOOK 110 - PAGE 29 GRAPHIC SCALE ox 10. SUBDIVISION SERVED BY TOWN WATER ' ,��, , 1 1 . PERC RESULTS FROM MR. 5HORT'5 PLAN # 1-998. NOT POSSIBLE TO DETERMINE NOW BECAUSE S.A.S. 20' 0' 10' 20' 40' ��$S \ / CATCH IS HYRDOLICALLY OVERLOADED. lei , p0 � BASIN ► 2. ROMOVE EXISTING RETAINING WALL. \Z_ 40-MIL BARRIER 13. EXCAVATE TO CLEAN MEDIUM SAND AT ELV. G.9 (N.G.V.D.) OR AS NEEDED 5' AROUND S.A.S. J ( IN FEET) Fp P 14. USE EXISTING 2,000 SEPTIC TANK AND PUMP CHAMBER. PUMP WASTE WATER FROM PUMP CHAMBER I" = 20' G Q MDFW BENCHMARK TO THE DISTRIBUTION BOX FOR GRAVITY FEED TO LEACH FIELD � LEACH TRENCH. F /y OF ELEVATION = 1 1".30' ' SITE PLAN 15. PLACE A SLUDGE HAMMER IN EXISTING SEPTIC TANK TO REDUCE THE DEPTH TO GROUND WATER BY SC (N.G.V.D.) TWO FEET (FROM 1 2-5' N.G.V.D. TO 10.5 N.G.V.D.) AS APPROVED BY MA_ DEP. LETTER DATED �O� h MAY 2G, 2004 * REVISED 4/10/2007, 5/2G/2004, ATTACHED. I G. USE A 14' X 53.5' X I' DEEP PERF. PIPE FIELD \ h WITH' 3/4" - 1 1/2" DOUBLE WASHED STONE W 2" OF PEA5TONE ON TOP. 17. PLACE FENCE BETWEEN P.L. AND EDGE OF FIELD TO PREVENT PARKING ON 5.A.5. 18. A VARIANCE OF 1 .5' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM I O' TO 8.5' 19. A VARIANCE OF 2' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 10.0'TO 8.0' FIRST FLOOR 20, A VARIANCE OF AN ADDITIONAL I .8' FROM THE APPROVED VARIANCE OF I O' TO THE 2' CRAWL5PACE EL. 1 2.7' FOUNDATION REDUCING THE DISTANCE FROM 20' TO 8.2' WITH A 40-MIL VINYL BARRIER PLACED BETWEEN TOP OF WALL PROPOSED GR_ EL 12.5' THE CRAWL SPACE AND THE S.A.S. EL. 1 1.7' 2 1 . AN INCREASE IN THE APPROVED VARIANCE FROM 74.5' TO 79' BETWEEN S.A.S. AND THE CATCH BASIN A 40-MIL VINYL BARRIER PLACE BETWEEN THEM. FIN. GR. EL. I I•`}' EXISTING GR. EL I I.5' REVISION I : 18DEC07 CRAWL 9.7 ACCESS W/IN G"OF GR. D-BOX 9"MIN. COVER EL. 7.7 G"MIN. o � SEWAGE SYSTEM D ES I G N 00 'OeoBA°Val op Oq,..off,��...„„„��-'bu^ooA O..AAO oo° r�bOoO'8oQoo '"moo ° 1,i o0O� ,�^ Is PUMP CHAMBER PER dA�� gOQd000 oq�� 6000�*8 00 ° A� °gP o EXISTING 1 I PLAN I-998 °08.8 °ooP,B ° � � %b°o 80oo ° Pos P8o FOR ON 2,000 GAL I EL I I.5 P.C. CONC. FIELD SEP.TANK(H- 10) EL.4.4' EL. 10.5 M M RICHARD MAHONEY 373 SCUDDER AVE. CHECK g HEALTH AGENT APPROVAL DATE G835 MORLEY RD. HYANNISPORT, MA LEGEND �} CONCORD, OH 04407 APN 288 - 19G PLACCE SLUDGE G"CRUSHED STONE OR COMPACTED 1 O'MIN / 4 (�� HAMMER(see attached) - ` LAND SURVEYING BY: ENGINEERING BY: 24 `--^ PROPOSED CONTO �N OF�� 20'MIN. -�- vV Z) I s�5 Y 9 p� ADVANCED TECHNICAL SOLUTIONS DEPTH OF LIQUID 1O , hood 5urve rou IIc INLET TEE DEPTH CORRECTED G.W.P. 7.5 \/� EXISTING CONT U_ t' HARRY �G . land surveyors - engineers EAR �„ CONSULTING ENGINEERS OUTLET TEE DEPTH C11 D Y LANTERY, 1R. u,? I andw ch 8 route 6ma 025G3 P.O. BOX 99 - s F� No.265T5 p 508-888 1090 - fax: 508-833-82 12 E. SANDWICH, MA 02537 PROFILE OF DISPOSAL SYSTEM `°� c/ST' A o 5urvey6jroup.com ( DRAWING NOT TO SCALE ) t `� A - DATE: 1 O/OG/07 SCALE: 1" = 20' TEST PIT PERC. TESTLOCU5 C-- DATA FROM PLAN # 1 -998 EXISTING # GRADE L17 # 2 I smith St ` L- U 1 1.4' FILL j LOAMY SAND j w. 2 QGZg LOAMY SAND LOCUS MAP (N.T.5.) \\O' G.9' 5.4' GROUNDWATER DE51GN (CORRECTED TO 7.5') SINGLE FAMILY DWELLING W/5 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= 110 X 5 = 550 G.P.D. SEPTIC TANK(VOL. REQ'D) REMOVE EXISTING MED SAND 550 G.P.D. X 2 = 1100 GALS RET. WALL 2000 GAL.TANK-O.K. (EXISTING) 40 MIL. BARRIE�� C\j 0 1.4' LEACHING AREA(5.A.5.) 530047'20"W USE A LEACH FIELD 14'X 53.5'X I'W/5-52'PC. PIPE 100.00, 14'X 53.5'0.74 = 554 PROPOSED FENCE TESTED 12/4/03 TOTAL= 554 G.P.D. 141 APN 288- 1 SIG 8.5-tl GRAIG R. SHORT, P.E. AND 5AM WHITE, R.S. 7,900---1-5f 8-2±1 NOTES: No. 373 LU 1 . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH C\i 1 112 STY. > COMMONWEALTH Of MA55ACHU5ETTS ENVIRONMENTAL CODE -TITLE V. Cq WD. fKM. 2. ASSESSORS PARCEL NUMBER (APN) : MAP 285 - PC. 19G (s) I st FLOOR= 12.7 1 3. CONTRACTOR TO CALL DIG-5AfE 72 HOUR5 PRIOR TO BfGINING CONSTRUCTION AND/OR EXCAVATION.1 4. PUMP SEPTIC TANK, CHECK 75 AND INSTALL GA5 BAFFLE 5. THIS PLAN DOES NOT, IN ANY WAY, REPRESENT AN ACCURATE, IN5TRUMENT SURVEY Of THE PROPERTY, AND 15 NOT TO BE USED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS O G. THIS PLAN 15 NOT A RECORDABLE PLAN. EXISTING SEPTIC 7. BENCHMARK 15 BASED ON AN A55UMED DATUM, A5 SHOWN, UNLE591�0�%R'WrIg[C5rYaRtI6.A5 SHOWN. TANKRISER EXISTING PUMP 8. 5UKVEYORTH00D SURVEY GROUP' LLC: 18 ROUTE GA SANDWICH MA s p CHAMBER RISER R/ 9. SURVEY DATA FROM SUBDIVISION PLAN FOR 5CUDDER AVENUE RECORDED AT BARN5TABLE PEG. Of DEEDS PLAN BOOK 110 PAGE 29 GRAPHIC SCALE 10. 5UBDIV1510N 5ERVED BY TOWN WATER 1 1 . PERC RESULTS IF ROM MR. 5HORT'5 PLAN # 1-998. NOT POSSIBLE TO DETERMINE NOW BECAUSE5.A.5. 20' 01 10' 20' 40' 15 HYRDOLICALLY OVERLOADED. L d 6m m 0� 13A51N 12. KOMOVE EXISTING RETAINING WALL. I = m 40-MIL BARRIER 13. EXCAVATE TO CLEAN MEDIUM SAND AT ELV. 6.9 (N.G.V.D.) OR A5 NEEDED 5' AROUND S.A.S. IN FEET) 14. U5E EXISTING 2,000 SEPTIC TANK AND PUMP CHAMBER. PUMP WASTE WATER FROM PUMP CHAMBER I., = 20' 0 MDPW BENCHMARK TO THE DISTRIBUTION BOX FOR GRAVITY FEED TO LEACH FIELD � LEACH TRENCH. I ELEVATION = 1 1 .30' 15. A VARIANCE Of 2' U5ING A SLUDGE HAMMER IN EXISTING SEPTIC TANK TO REDUCE THE DEPTH TO 51TE PLAN SC (N.G.V.D.) GROUND WATER BY TWO FEET (FROM 1 2-5' N.G.V.D. TO 10.5 N.G.V.D.) A5 APPROVED BY MA. DEP. LETTER DATED MAY 26, 2004 * REVISED 4/10/2007, 5/2G/2004, ATTACHED. 16. USE A 14' X 53.5' X I' DEEP PERf. PIPE FIELD WITH 3/4" - 1 112" DOUBLE WASHED STONE W 2" Of PEA5TONE ON TOP. 17. PLACE FENCE BETWEEN P.L. AND EDGE Of FIELD TO PREVENT PARKING ON S.A.S. 18. A VARIANCE Of 1 .5' TO THE MAR5TON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 101 TO 6.51 19. A VARIANCE Of 2' TO THE MARSTON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM I O.O' TO 8.0' FIRST I'LOOK -20. A VARIANCE Of AN ADDITIONAL I .8' FROM THE APPROVED VARIANCE Of I O' TO THE 2' CPAWLSFACE EL. 12.7 FOUNDATION REDUCING THE DISTANCE FROM 20' TO 8.2' WITH A 40-MIL VINYL BARRIER PLACED BETWEEN TOP Of WALL F'POP05F-D GR. EL. 12.5- THE CRAWL SPACE AND THE S.A.S. 1 17 -2 1 . AN INCREASE IN THE APPROVED VARIANCE FROM 74.5' TO 79' BETWEEN 5.A.5. AND THE CATCH BASIN WITH A 40-MIL VINYL BARRIER PLACE BETWEEN THEM. PIN. GR. EL. EXISTING GR. EL. 1 1.5' It REV1510N 1 : 20DEC07 CRAWL 97 -- v X ---- ACCESS W1 IN G"Of GR.- D-130M G'MIN. SEWAGE SYSTEM Df-51GN 9"MIN. COVER EL. 7.7 o 0 �oo .0 0 po 0 0 0-oa-P,0 g-oi E * '* -EV wmmg ;l0og"vo., PUMP CHAMBEP,PEP, o -6 mo-'-. PLAN 1-998 IN EXISTING FOR ON EL. 8.0- 2,000 GAL F- EL. 1 1.5 EL. 10.5 P.C. CONC. EL. 4.4' M M RICHARD MAHONEY 373 5CUDDER AVE. FIELD EP.TANK(H- 10) CHECK HEALTH AGENT APPROVAL DATE G835 MORLEY RD. HYANN15PORT, MA 00 P. 0 CONCORD, OH 04407 APN 288 - 19G 0 LEGEND PLACCE SLUDGE G"CRUSHED STONE OR COMPACTED 1 O'MIN HAMMER(see attached) LAND SURVEYING 13Y: ENGINEERING BY: 20'MIN. 24 PROPOSED CONTOUR -1A OF hood survey group, lic DEPTH Of LIQUID 10 EXISTING CONTOUR I land surveyors - enqineer5 ADVANCED TECHNICAL SOLUTIONS INLET TEE DEPTH CORRECTED G.W.P. 7.5 HARRY CONSULTING ENGINEERS DIPIVEWAY- 18 route Ga OUTLET TEE DEPTH EARL P.O. BOX 99 0 LANTERY, 1p,. sandwich, ma 025G3 FIRM Zo A A No.26575 h: 08-888-1090 - fax: 508-833-82 12 E. SANDWICH, MA 02537 PROFILE Of DISPOSAL SYSTEMr urveyyoup.com DRAWING NOT TO SCALE ) 1'i Al DATE: 10/06/07 SCALE: 1 20' LOCUS � TEST PIT PERC. TEST h o "rf J. DATA FROM PLAN # 1 -998 ', " " � EXISTING , # GRADE # 2 a _ -�SmIthvst 1 Li "ALL 8.0 - FILL '`PAi 8.1 5AND - LOAMY �f I E 2 LOAMY 5AND \\o''eG LOCUS MAP (N.T.5.) 5.4' - GROUNDWATER DESIGN (CORRECTED TO 7.5') SINGLE FAMILY DWELLING W/5 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= 110 X 5 = 550 G.P.D. G" MANIFOLD SEPTIC TANK(VOL. REQ'D) REMOVE EXISTING IVIED SAND 550 G.P.D. x 2 = 1100 GALS +1 KET. WALL 2000 GAL.TANK-O.K. (EXISTING) (V 40 MIL. BARRIER o - LEACHING AREA(S.A.S.) 530047'20"W USE A LEACH FIELD 14'X 53.5'X I'W/5-52'PC. PIPE 1 00.00' 1 4'X 53.5'0.74 = 554 PROPOSED FENCE TESTED 12/4/03 TOTAL= 554 G.P.D. GRAIG K. SHORT, P.E. AND 5AM WHITE, R.S. 8.2+ NOTES: APN 288- 1 9G Lu No. 373 1 . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH 7,900±51' � jl I/2 STY. � � Q COMMONWEALTH OF MA55ACHU5ETT5 ENVIRONMENTAL CODE -TITLE V. WD. FRM. 2. ASSESSORS PARCEL NUMBER (APN) : MAP 288 - PC. 19G Ln 15t FLOOR= 12.7 1' 3. CONTRACTORTO CALL DIG-SAFE 72 HOURS PRIOR TO BEGINING CONSTRUCTION AND/OR EXCAVATION. h 4. PUMP SEPTIC TANK, CHECK T"5 AND INSTALL GAS BAFFLE Z 5. THI5 PLAN DOES NOT, IN ANY WAY, REPRESENT AN ACCURATE, IN5TRUMENT SURVEY OF THE PROPERTY, AND 15 NOT h TO BE USED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS O G. THI5 PLAN 15 NOT A RECORDABLE PLAN. 7.-BENCHMARK'6-BASED ON AN A55UMED DATUM,'AS -MOWN UNLESgfO %;VlgLCSPYaTR6 A5 SHOWN. EXISTING SEPTIC TANK RISER (� 8. SURVEYOR: HOOD SURVEY GROUP, LLC: 18 ROUTE GA SANDWICH MA s 2" PRESSURE PIPE Cz 9. SURVEY DATA FROM SUBDIVISION PLAN FOR 5CUDDER AVENUE RECORDED AT BARN5TABLE REG. OF DEEDS EXISTING PUMP CHAMBER RI5ER �'/x PLAN BOOK 110 - PAGE 29 GRAPHIC SCALE \\ �� / OX 10. 5UBDIV15ION SERVED BY TOWN WATER �O� 1 1 . PERC RESULTS FROM MR. 5HORT'5 PLAN # 1-998. NOT P0551BLE TO DETERMINE NOW BECAUSE S.A.S. , 20' 0' 10' 20' 40' °SS .I°J�00 , CATCH 15 HYRDOLICALLY OVERLOADED. %/ p0• � BASIN 12. ROMOVE EXISTING RETAINING WALL. 40-MIL BARRIER 13. EXCAVATE TO CLEAN MEDIUM SAND AT ELV. G.9 (N.G.V.D.) OR A5 NEEDED 5' AROUND 5.A.5. ( IN FEET) FpG� QP� 14. U5E EXISTING 2,000 SEPTIC TANK AND PUMP CHAMBER. PUMP WASTE WATER FROM PUMP CHAMBER I" = 20' h OF MDPW BENCHMARK TO THE D15TRIBUTION BOX FOR GRAVITY FEED TO LEACH FIELD * LEACH TRENCH. ELEVATION = 1 1 .30' 15. PLACE A SLUDGE HAMMER IN EXISTING SEPTIC TANK TO REDUCE THE DEPTH TO GROUND WATER BY SITE PLAN SIC (N.G.V.D.) TWO FEET (FROM 1 2-5' N.G.V.D. TO 10.5 N.G.V.D.) AS APPROVED BY MA. DEP. LETTER DATED OO� h MAY 2G, 2004 * REVISED 4/10/2007, 5/2G/2004, ATTACHED. I G. USE A 14' X 53.5' X I' DEEP PERF. PIPE FIELD WITH 3/4" - 1 1/2" DOUBLE WASHED STONE W 2" OF PEA5TONE ON TOP. 17. PLACE FENCE BETWEEN P.L. AND EDGE OF FIELD TO PREVENT PARKING ON S.R.S. 18. A VARIANCE OF 1 .5' TO THE MAR5TON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM I O' TO 8.5' 19. A VARIANCE OF 2' TO THE MAR5TON AVE. PROPERTY LINE REDUCING THE DISTANCE FROM 10.0' TO 8.0' FIRST FLOOR ;I 20. A VARIANCE OF AN ADDITIONAL 1 .8' FROM THE APPROVED VARIANCE OF I O' TO THE 2' CRAWLSPACE EL. 12.7 - FOUNDATION REDUCING THE DISTANCE FROM 20' TO 8.2' WITH A 40-MIL VINYL BARRIER PLACED BETWEEN THE CRAWL SPACE AND THE 5.A.5. TOP OF WALL PROPOSED GR. EL. 1 2.5' EL. 1 1.7 2 1 . AN INCREASE IN THE APPROVED VARIANCE FROM 74.5'TO 79' BETWEEN 5.A.5. AND THE CATCH BA51N WITH A 40-MIL VINYL BARRIER PLACE BETWEEN THEM. FIN. GR. EL. 1 1.4' EXISTING GR. EL. 1 1.5' REV1510N 1 : 13DEC07 CRAWL 9.7 - -- ------- ACCESS W/IN 6"of GR. D-BOX S E WAGE SYSTEM DES 1 G N 9"MIN. COVER EL. 7.7 6"MIN. oop�^o°80° 0 o �Q0p0 o 0 o po ��0'80(a� a`oQd' ^6Q � �op PUMP CHAMBER PER aA°og° bg�p°O' o°o °� °P� �OooA��°`� O`� bOo��° °��" FOR ON EXISTING ooPo°o4 ittfi�°°°0800 ° g� D�od go Bolo�Ow�°o° 0808 o0 0 2,000 GAL I I PLAN 1-998 EL. 8.0' P.C. CONC. EL. 4.4' EL. 10.5 M M RICHARD MAHONEY 373 5CUDDER AVE. FIELD SEP.TANK(H- ID) CHECK HEALTH AGENT APPROVAL DATE G835 MORLEY RD. HYANNISPORT, MA o°�v ,� 08�� poo0�8 ��° CONCORD, OH 04407 APN 288 - 19G LEGEND � � � ©� PLACCE SLUDGE 6"CRUSHED STONE OR COMPACTED 10'MIN 24 ^ nLANTEPYi NOf1 LAND SURVEYING BY: HAMMER(see attached) +K ENGINEERING BY: -� �-- PROPOSED CONT,OTJl20'MIN. hood Survey group, Ilc ADVANCED TECHNICAL SOLUTIONS DEPTH OF LIQUID IO � EXISTING CO QlINLET TEE DEPTH CORRECTED G.W.P. 7.5 ` P land surveyors - engineersCONSULTING ENGINEER5 Y , 18 route Ga OUTLET TEE DEPTH 1 DRI��J� No.26575 p sandwich, ma 025G3 P.O. BOX 99 c �c� ph: 508-586-1090 - fax: 508-833-821 2 E. SANDWICH, MA 02537 PROFILE OF DISPOSAL SYSTEM B ` '`Fs T NAL `,q hoodsurveygroup.com _. ( DRAWING NOT TO SCALE ) =w` DATE: i 0/OG/07 SCALE: 1" = 20' - BENCHMARK 4" SCHEDULE 40 PVC PIPE LOAM AND SEED TOP OF FOUNDATiON 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1 8" PER FT. CLEAN SAND " 4' PVC PIPE PAINTED SOIL TEST 10 FT. INIMUM FROM SLAB OR CRAWL SPACE 2 LAYER OF FLAT DARK GREEN OR DATE OF SOIL TEST ELEV. _ ��_� 10 FT. MINIMUM 2" PRESSURE PIPE 1/8" TO 1/2' BROWN WITH CARBON SOIL TEST DONE BY g SH _.j.L-P (ASSUMED) 150 PSI MINIMUM ELEV. _ 105.00 MA WASHED STONE F7L IFR IS R£'OUIRE•D WITNESSED BY 24" CAST IRON _96•_00_ 104.50 MIN. PUMP SWITCHES DETAIL FRAME do COVERS OBSERVATION HOLE 1 ELEV•_99.? ¢ ? PERCOLATION RATE <_2 MIN./INCH AT r . DEPTH HORIZ TEXTURE COLOR MOTT• 01►IE: 3.1 T 4" CAST IRON PIPE 00000000000 INVERT ELEVATION 96. (OR EQUAL) MINIMUM ° ° o t_t►i^,•�J1T�ALE PITCH 1 4" PER FT. 20" ° ❑ D ❑ ;.-r.:] D ❑ ❑ 0 ❑ ❑ ° ° N/ H2O LEVEL7ELEV. o •� 0-34 FILL FILL ATCIAL L AlB IL _ ELEV. - 6" SUMP ELEV• 7 0 °/ o 28 ❑ ❑ ❑ C►OD ❑ C)❑ D a 2, e EXIST. FLOW LINE --1•n o a° ° ° ° ALARM ON ELEV. 93.67 PLUMB1MG 70 BE RAISED ELEV. - 96.83 _ 10 H2O SEA DISTRIBUTION o O ❑ D D G D O D C1 ❑ D " -AND RE-PIPED BY A -fMIN. 3/8" DRILL - o ° °'O ° ELEV. 10ZQO 3" 48 34-40 A LOAMY SAND 10YR3 NO ►1ATERIA f HOLE PUMP ON ELEV. 93.42 w•�-9�;2 UCENSED PLUMBER AS EXIST GAS BOX NEEDED ELEV. = 96�_ BAFFLE DECK TO BE WATER TESTED 4-500 GALLON ORYW£CLS ►i11N STONE WELL MIW29 20" t+FlJITAEh.E ELEV. - 96.33_ VALVE TO BE PLACED ON FIRM BASE) IN AN 12' X 46' X 2' IR£IVCH FORMA770AI 9 ZONE 8 7" 40-W 8 LOAMY SAND 10YR5 S NO MATERIAL 7 5.2'INDEX 7.8 PUMP OFF ELEV. 92.83 17" - -- LIQUID OUTLET - 3/4" TO 1 1/2" CLEAN in ADJUST 2.1 " DEPTH TEE (TO BE PLACED ON FIRM BASE) 10 SUMP DOUBLE WASHED STONE SOIL ABSORPTION 10 BOTTOM OF INSIDE 92.00 T10- 4 FEET 14 INCHES FREE OF FINES do SILT SYSTEM (SAS) 54-120' . C MEDIUM SAND 10YR3 6 No _!7_P9.7 5 FEET 19 INCHES 2 000 GALLON BOTTOM OF TANK 91.50 6 FEET 24 INCHES PUMP _ " USGS PROBABLE WATER TABLE ELEV. - 95.8 8 FEET 34 INCHES SEPTIC TANK CHAMBER CONC. 13LOCKSLID OBSERVED WATER TABLE (12 /04/03 ) ELEV. _ :1_ WATER ENCOUNTERED AT __lam_ ELEV. w�M Y,&rR S s RM + oAt AQUA c BOTTOM OF TEST HOLE ELEV. 89.7__ w/4z G f',,,,, e-Af'044!/r-y �•`'/�3•sh,��+o DESIGN CALCULATIONS - NUMBER OF BEDROOMS ..._SGA RBA GE, Dls __ SEWAGE DISPOSAL SYSTEM PROFILE R TOTAL E'S77MArED FLOW No, NOY�1_ov4ED NOT TO SCALE PUMP CHAMBER CALCU LA 7706 BUOYANCY CA CULA 77ONS: (1 10 MLIVawAY X 5 SR.) ...SW GAL./hAY REOUIRED fZOW PER CYCLE .25 X _MQ = _-IJZ6 CAL./CYCLE 2= GALLON SEPIX jAIV1tf H-20 REOU/RED SEP77C TANK CAPACITY IBM GAL. VOLUME PER CYCLE 1=5- CAL/CYCLE /7.48 GAL.ICU. F = 11JI. CU. FT./,;Yam:£ WEIGHT OF WA7€R DISPLACED ACTUAL S£P77C TANK CAPACITY �_ GAL. VOLUME OF WATER /N PIPE J. X 0.00694 X __4.D__ FT. _tBZ_ OU, Fr. 6Xff 95.8-90.50 62.4 21,828 LBS. SOIL CLASS/f1CA170rV I _ ' TITLE 5 & B.O.H. VARIANCES REQUIRED: TOTAL MINIMUM VOLUME PER CYCLE 11,E CU. Fr. > DESIGN PERCOLAT7ON RATE ss% _ MIN:/ rl-' 1•IhLE S WE/GKT OF TANK PER MANUFACTURER 25,080 LBS DISCHARGE 19.3_ CU. FT /J6.11 CU,F7 FT. _ -am F3: WE/GHT OF TANK CONCRETE LBS. EFFL UENT LOADING RA 7L� 014_ GAL./bA Y/5.F. Section 15.211 STORAGE CAPACITY ��0 - GAL./DA Y 7.48 GAL./CU.FT./J6.11 CU.FT.,/f'T. _ _Z,,Q,�_ FT. � LEACHING AREA _.1114L-- SO. FT. Distance between S.A.S. and drain leading to wetland(50' required) -Zia- REQUIRED _ PROVIDED . EXCESS WEIGHT TO OFFSET norA770N .?; 52 LBS (12'x46')+(116'x2j A 24.5 variance is requested LEACHING CAPACITY _ ... GAL./bAY Section 15.255(9) _ 784 X 0.74 fi Distance between S.A.S. RE breakout barrier wall should be 10' WF� (,ALjpy �A R y-20 OF WA TER DISPLACED RESERVE LEACHING CAPACITY GAL. A Y A 5' variance is requested 5.25W95.8-91.5)62.4 f26T9 LBS. NO .' WEIGHT OF TANK PER MANUFACTURER 14,500 LBS. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. PTLE 5 AND BON Part Vi11 Section i:00 N2r/GHT OF WA 7FR /N SUMP THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL of Distance between all septic system components and a drain leading 36.11X62.4t(10112) 1.877 LBS. SEWAGE. to a wetland shall be 100' WEIGHT OF TANK CONCRETE- N/A LBS. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF A 74.5' variance is requested for the S.A.S. . `� FINISHED GRADE. v EXCESS WEIGHT TO OFFSET FLOTATION 3698 LBS ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAFAfaIF OF A 67' variance is requested for septic/pump chamber 100.8 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF ,A 24' variance is requested for septic tank PJ� DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL PE MORTARED IN PLACE. 1 ,O 100.4 ( 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH nFFOED OR G� ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. - - 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CO►' 71\rTOP. IS TO eau "urc=SA*C"x; �-von- +=-;�zG,: AT COMMENCING WORK ON SITE. ,f 100 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL_ nS -ITC tfinimum inspections Required jar the constriction n�the gg 8 . / 0 1 •- �,,� s1 CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION IS TO BE .Septic.SI'ctem and('oncrere Rreak-nut Barrier R'all � � AC �` � BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIA rELv. I rRA TANK 8. PARCEL IS IN FLOOD ZONE Q__. ('cintact Design I nQineer any time proh/cams or yereclion.c arise. \ 9 8 100.7 9. LOT iS SHOWN ON ASSESSORS MAP _20.&_ AS PARCEL 1^'t, �d- 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDEP, ArJD FOR A • 99.7 \+ �' MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTrM, AND PE 1. Stake out of concrete wall (4,"i hourrs minimum notice required) REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TiTLE 5) IF 2. Witness installation of septic tank Rr,placement of seam seal on pump chamber 6" PVC' AS b' LOT J SLEEVE AT ,• �� AS � 7900 1 S.F. ENCOUNTERED BELOW S.A.S. PIPE INVERT, 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SANG OR REMOVED. 3. Inspection of removal of unsuitable material prior to placing new sand WATERL INE 4. inspection of reinf�rc•inn steel in footling prior to pouring of concrete CROSSING \. 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. Vie'• 1. 11 CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT PI!rL01NG AND 5. inspection of reinJnrcing creel in wall prior to placing panels " A 8 EX/SANG � '' PROPERTY LINE. 9 �' ""' = , '. 14. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVATIC.►I PEFOPE 6. inspection of asphalt and vinyl barrier prior to placement of sand � 99 Q �� ,�-�, 7 DWELLING � `.+� ; �s ' 7. Inspection of Soil Absorption System �1 t ,. INSTALLING S.A.S. p rp P =�t"Spin f5. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. 8. Witness of Pump Test by contractor h Q G� , ~Y 100.1 ;/' t IO ��,� , l ' so 16. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. 9, inspection and measurements of system,prier to hackJ<ll !� °' CRAWL -I �„ _NT �. 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE IPX OR ASPHALT 10. "As-Ruilt" Plan and Certification Letter to the Barnstable Board of Health 1° SPACE j WATERPROOFED BY THE MANUFACTURER. to S� 99.5 j CIVIL .. - 18. ALARM IS To BE BOTH AUDIO AND b1pj6NING ENGINEER MUST SUPERVISE r � �^ Jv°. 2,a8s INSTALLATION AND CERTIFY IN WRITING ��r TOP OF ?n �), �t 99.0 7 gyp^ TANK \�3 THE SYSTEM WAS INSTALLED IN STRICT 98.5 :. - `+ 4 J#2554 ACCORDANCE TO PLAN. LEGEND: 5 4 e EXiSTING SPOT ELEVATION x 0.0 j gig, • ,I�. , PROPOSED SEPTIC DEOT�T�t '� b EXISTING CONTOUR ----00---- 6.0'L � ` "/� � RE/NFARCED CONG'R£1E FINA ]L SPOT ELEVATION . . . M GUIDEW/RE ANCHOR 0• ,,, BREAKOUT BARRIER WALL FOR FINAL CONTOUR -- (1Q}- TP TO BE RELOCA7E'D 1�70. TOP AT £L 10J..7r 'FOUVDA770/ pN T SOIL TEST LOCATION IF NECESSARY gg•6 (.40" ABOVE V) RiNG DICK MAHONEY 2, ,fig• UTILITY POLE . . , o•. / I B, - - x 99'2 ° Loc. 373 SCUDDER AV''_o _ TOWN WATER -W-W- CATCH BASIN .(� �-9,Q ��?, 9 6 ;, R£LOCAT GAs ' BARNSTABLE, MAC . GAS LINE � -o SlO - � �^ .� c Lll�lE AS SHOWN. • . HYANNIS GAS METER . . . © ^' J�, 5' OVERD/G Q GAS VALVE .� 'i� ;"�� 99'4 � S CLEANOUT . , .-* C.O. © �� ti SEE NOTE RO v e 1,�REG F>� SHORT P.E. ELECTRIC BOX . . . . ® i�. ` •. LOCUS 235 GREAT WESTERN ROAD ELECTRIC LINE . -E -E -E 1 ! ! "& M/TN ST i3 508- P. 0. BOX 1044 IV' 99 3 M SOUTH DENNIS, MASS. ELECTRIC MANHOLE \ '4RSj 398-8311 02660 ELECTRIC METER . . . . .� FLAGPOLE . . . . . . . . . . . . . uYbRA!JT4YG / 0�� 2 DATE JAN. 20 2004 SCALE .� „ = 20'. t.IGNTFOST . . . 7L��17 1 J� P- k11%NHOLE APPROVED, BOARD OF HEALTH 9z©/o.� s.,19 {,r I I, > #;p 3 REV. / JOB N0. O 17z • , 1c.i 13 llal / ,. �O NP'0@1 _ LOCATION MAP REV' �1 SHEET 1 OF 1 DATE AGENT 01-0998 Mahone .dwg 02004 CRAIG_, R. SHORT, P.E. -- - -7777' 7 -. ..,.. ... .z:... -r,rr- , .. .. ,. x. .:- .._ .. . . -.+, .,... .. ,. . . .- .. ., .. "i'.. .. ,. .. ^ .. 1., r. ,.. .... -...,. ..:,..«... "..,. .. ... ,,,. .<,+_.. �.... , -..,.: _, -': ,a .....a- - _. , , c i _ r _ " A 1 a , s n! ; « .... :. - raw oli I r , i r : ! _ 1G I l< "ee VII,A t 4 ' SE'CD.N.D FLOOR r '0 w kk AL Lo i ! I , ,I �?,rq T"N srvyc K r 1" air I rr�R i 3 - X 13 _ $ _ G ,f w�/,n c UTr f fv1 C.�Asrv.G �'t'�1CF OF sro � ¢N,QL 14 a CRAIG CI a.sxwr SHORT u+ CIVIL -y NO.27483 T U L 1<) V b� 7 1t PLAN No. E)USTING u USE PLAN f3fl T"f-f DATE CLIENT DICK MAHONE`Y 1�0 1,4_ 8 20 t�4 . 't REV; ' LOCATION L TI /�/ CUDDE'RAVE. B' RNSTA.�3.L� CIA -, A ..,..�.,. ;•.__,�«-�.. ,—___... .� DESIGNED ,6Y CRAIG R. SHORT, P.E. x 10 a 235 GREAT wESrEr�r� ROAD P. a B0 4 X SC7LflH -MASS266D - 8t7fS,�98.B.JP l DENNIS,_ 50B..�9B:3AS3 FIRST .�'E0OR SCALE +� , DRAWN 8Y LE:-No. S ,,_ , _ ' CR5- 1_ �98 ' @2004 CRAG R. -SHORT, P.E. SHEET No. _ •^w+-.-....... r trc sxT'°T:: timen.,.a.+.:x-, �-r„':: .,Tix.c'a.- , _-..:-Y- � Es",fi:t a=� : ,=se., '. v L .. , v w a L, I )5 AT 10 �. SHOW x /,.J�'45. vv.-1 c I ' SE I _ I . I ' I _ CO 7��r• I'r b ' ® _ I 1 7` I ,�. � T"r.....,•,L7Jv�Gr'v',r.�alQ' ��S w U T i L fZw1 / 3 .. Zt /G —pr V IV CRwl sPr'1C +f 1N OF P =, •.9Cm vv) SHORT ,+' Fi�9CJV_ ` o rn N�.r?TJ+ U -+ s. CIViL -•• N cn ,. 0.27483 ' £ 0 .r C '. F TE �. U,r ' rD n C Z G" LAN No. ' E.ESTING yam, � �� ,. A _ CLtIrNI' , DICK jj�� i Yr 7 r C7 , 14 h. � � CA11 N rryy ,�^�r f SOUDD F RJ SO UDDER R .SMA BAR��•�r�r - a t - r , Ej DESIGNED BY Gr 35 A 7 5r` RJV A E �' �"c'C7 C> �? : �. BMX 1G3�4 00 D - NNl5SOUSN �� MAWS, t�S6t R icy. a ` ' SCALE ?AWN BY LE No. w9,98 _ . CBS _.. --@2 004 RAfG R, StT f: , SHEET No • v` to a,.s"s.14ir '• t ,�. :. .:: , ':i BENCHMARK 4" SCHEDULE 40 PVC PIPE LOAM AND SEED 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1 8" PER FT. SOIL TEST TOP OF FOUNDATION CLEAN SAND 2" LAYER OF 4 PVC PIPE PAINTED DATE OF SOIL TEST Q�4,��_�__ 10 FT. INIMUM FROM SLAB OR CRAWL SPACE » FLAT DARK GREEN OR SOIL TEST DONE BY .RBl� ELEV. = 100�00 10 FT. MINIMUM 2" PRESSURE PIPE 1/8 TO 1/2' BROWN WITH CARBON (ASSUMED) 150 PSI MINIMUM ELEV. _ _ L- 105.00 MA WASHED STONE FILTER /S REQUIRED WITNESSED BY S�d.JNHLTE...__.�M___ 24" CAST IRON _96.00 104.50 MIN. PUMP SWITCHES DETAIL FRAME & COVERS OBSERVATION HOLE 1 ELEV.=_ 99.7 PERCOLATION RATE MIN./INCH AT _ 66 _ INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 3.17' 4" CAST IRON PIPENVERT ELEVATION 96.0 (OR EQUAL) MINIMUM 2,O» o o ❑ ❑ ❑ ❑ CO❑ 0 CO❑ ❑ ❑ ❑ ❑ o o UNSUITABLE PITCH 1/4" PER FT. LEVEL o ° ❑ ❑ ❑ D ❑ ❑ ❑ D ❑ ❑ ❑ ° " 0-34" FILL FILL MATERIAL BEL A1800 FILTER H2O » ELEV o ° 0 28 ELEV. = 6 SUMP � _ 103.17 0 0 ° ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 2' o FLOW LINE -1�- - ° o ALARM ON ELEV. 93.67 PLUMBING TO BE RAISED ELEV. = 96 83 _ 10�� H2O SEA DISTRIBUTION o o ° o UNSUITABLE ELEV. ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 0 0 » 48" 34-40" A LOAMY SAND 10YR3 8 NO MATERIAL AND RE-PIPED BY A - MIN. 3/8" DRILL 1II3.IIQ. ° ° ° ELEV. s .�QLQ� 3 LICENSED PLUMBER AS EXIST. 658 BAFFLE CHECK HOLE BOX PUMP ON ELEV. 93.42 A. 9 4 Z NEEDED ELEV. = 9_ TO BE WATER TESTED 4-500 GALLON DRYWELLS WITH STONE WELL MIW29 UNSUITABLE ELEV. - 96.33 Va-� TO BE PLACED ON FIRM BASE) !N AN 1?' X 46' X 2' TRENCH FORMA770N z ZONE B 7" 20" 40-54" B LOAMY SAND 10YR5 6 NO MATERIAL 2 5.2'INDEX 7.6 PUMP OFF ELEV. 92.83 17" LIQUID OUTLET 6» 10" SUMP 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION ADJUST 2.1 10" 10" DEPTH TEE 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) DOUBLE WASHED STONE BOTTOM OF INSIDE 92.0079 2 OOO GALLON FREE OF FINES & SILT SYSTEM SAS 54-120" C MEDIUM SAND 10YR5 6 NO EL 89.7 5 FEET 19 INCHES BOTTOM OF `ANK 91.50 6 FEET 24 INCHES PUMP " USGS PROBABLE WATER TABLE ELEV. = 95.8 8 FEET 34 INCHES SEPTIC TANK CHAMBER COIC2-74X86LOCKSLID OBSERVED WATER TABLE (12 /04/03 ) ELEV. 93.7� WATER ENCOUNTERED AT __�� ELEV. w�/H Y�Je S RM BOTTOM OF TEST HOLE ELEV. = 89.7 S "�" �� QVr4 4 2 C, PA1 �A,� C„-,, ,,,,�,3-Si�,��f►a DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT NO, NM-ALLOWED SEWAGE DISPOSAL SYSTEM PROFILE PUMP CHAMBER CALCULA TONS U: YANGY CAL CULA TOTAL EST/MATED FLOW NOT TO SCALE �� TICS (110 GALIRRIVAY X.9 BR.) nnn GAL./bAY REQUIRED FLOW PER CYCLE .25 X _MQ = _-UZ,2 GAL./CYCLE 2000 GALLAN SEP710 TANK &-20 REQUIRED SEPTIC TANK CAPACITY _I AM GAL. VOLUME PER CYCLE 1,ZI- GAL/CYCLE 17 48 GAL.ICU. FT. = 1"2- CU. FT./CYCLE WEIGHT OF WA TER DISPLACED ACTUAL SEP770 TANK CAPACITY 9nIn GAL. VOLUME OF WATER /N PIPE 3.14 X 0.00694 X _ 412 _ FT. _ _ajZ_ CU. FT. 6X11(9.58-9Q50)62.4 21,828 LBS. SOIL CLASS/FICATION _.I TOTAL MINIMUM VOLUME PER CYCLE CU. FT. DESIGN PERCOLA77ON RA7F ._ M/N./INCH TITLE 5 WEIGHT OF TANK PER MANUFACTI/RER 25 080 LBS. DISCHARGE _1j,�_ CU. FT. I36.11 CU.FL FT. _ _= FT. £FFL UENT LOADING RA TE O.7.4 GAL./DA YIS.F. Section 15.211 STORAGr° CAPACITY (_.tea GAL.IDAY�48 GAL.ICU.FT.I36.11 CU.FT.IFT. _ _40 FT. WE/GHT OF TANK CONCRETE �NIgLBS. LEACHING AREA 7A4. SO. FT. Distance between S.A.S. and drain leading to wetland(50' required) -ZZia REQUIRED 233 PROVIDED EXCESS WEIGH TO OFFSET FL0TAT/ON A252 LBS. (12'x48')+(116'x2') A 24.5' variance is requested LEACHING CAPACITY �8n GAL./DAY 1000 GALLON 1(1A/P CHAMBER E;1/-2Q 784 X 0.74 Section 15.255(9) 4.• SERVE LEAC/lIVG CAPACITY �I,CA_ GAL.IDAY Distance between S.A.S. &breakout barrier wall should be 10' W�7GNT OF .WA;IER DISPLACED 5.25X9(95.8-91.5)62.4 12,879 LBS. NOTES. A 5' variance is requested WEIGHT OF TANK PER MANUFACTURER 14,500 LBSS, 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND BOH Part VIH Section 1:00 WEIGHT OF WA TER IN SUMP THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF Distance between all septic system components and a drain leading 36.11X62.4(10112) 1,877 LBS. SEWAGE. WEIGHT OF TANK CONCRETE LBS 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF to a wetland shall be 100' EXCESS WEIGHT TO OFFSET FLOTf T/ON A LBS FINISHED GRADE. A 74.5' variance is requested for the S.A.S. ,, ``� J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF A 67' variance is requested for septic/pump chamber �lw 100.8 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF C� DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN A 24' variance is requested for septic tank P�' / 10 FT. OF DRIVES OR PARKING AREAS. -- o r ' 100.5� 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED 00 / \ IN PLACE. , 11 / 100.4 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR 5GV / 10 ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. / 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO \ 9 12 GRA t/EC R. CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO 99 COMMENCING WORK ON SITE. 99.8 DRIVE �V`- 100. 7CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE -- 6,p 0,1 ,� � `h ?�. CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE ,SEP77C BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. TANK B. PARCEL IS IN FLOOD ZONE B - 9.8 x 1007 9. LOT IS SHOWN ON ASSESSORS MAP 288 AS PARCEL 196 99.7 � *1 10 MINIMUM OF 5ALL LE MATERIAL SHALL FEET FROM AROUNDBTHEEMOVED FROM LINSOIL ABSORPTION £SYSTEM, FOR AND BE N - /, - - r REPLACED WITH SAND AS SPECIFIED IN 310 CMR'15.255: (3) (I.E. TITLE 5) IF 6 PVC AS (O' LOT 3 ENCOUNTERED BELOW S.A.S. PIPE INVERT. / SLEEVE AT SHOWN AS 7,900 f S.F. 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. WATERLINE 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. / CROSSING �6• `. 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND 8 OF �` '� PROPERTY LINE. -9 EXISTING d�ti 14. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVATION BEFORE 99. Q 0�' ,7 DWELLING CIRA10 INSTALLING S.A.S. 15. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. (� x 100.1 y{L °� t� 14ti '� 6 15. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. CI v CRAWL No.7?483 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE IPX OR ASPHALT SPACE GIST . WATERPROOFED BY THE MANUFACTURER. S•x 99.5 �4 , � 18. ALARM IS TO BE BOTH AUDIO AND VISUAL. I E� ,�� .,�� p� TOP OF 99.0 x 7 TANK ^ 9.7 / 98.5 D0Q �/`� �9�Zr��a4 J#2554 LEGEND: �� .5 �i x 1 �°� EXISTING SPOT ELEVATION . . . x0.0 6 fi' c. / PROPOSED SEPTIC DESIGN EXISTING CONTOUR . . . ----00---- 99. 6� REINFORCED CONCRETF FOR 'r FINAL SPOT ELEVATION � GUIDEW1RE ANCHOR. � � , 0. BREAKOUT BARRIER WALL FINAL CONTOUR Q}- TP TO BE RELOCATED � I 1�0. TOP AT£L IOJ.Y?' .(DID SOIL TEST LOCATION . . . . IF NECESSARY hg\ 99.6 (.40" ABOVE FOUNDATION) BRING DICK MAHONEY UTILITY POLE . . . LOG. TOWN WATER =W- --W--� 99'2 a ° 8 373 SCUDDER AVE CATCH BASIN . . . .([�j '9 \ d,�, a RELOCATE GAS GAS LINE . . . a -� BARNSTABLE, MASS. S� � �� 9'6 c LINE AS SHOWN GAS METER . . . . ® 0 GAS VALVE . . . .I& ,1/ 99.4 S3? H Y A N N I S , 5' OVERDIG Q CESSPOOL . . . . . . . '9G \ SEE NOTE#10 CLEANOUT . . --�c.o. Cj "K CIWG R. SHORT, P.E. ELECTRIC BOX . _e ® e -e - � \ SM/TH ST V LOCUS 5 8- 235 PEAT BOX TEOR44 ROAD ELECTRIC LINE �„ 99.3 ELECTRIC MANHOLE . . . . . ® MARSTp/V 398-8311 SOUTH DENNIS, MASS. 02660 ELECTRIC METER . . . .® '9 FLAGPOLE . . . . . . . . HYDRANT . . . . . r r ;, C' oQw� = DATE JAN. 20, 2004 SCALE 1 " = 20� �J LIGHTPOST . . . � � MANHOLE . . . . . . o APPROVED. BOARD OF HEALTH 9/2oI0� FTO1 -998 3 OBS. WELL . SEWER LINE. .-s �s -s - Q REV. B N0. SEWER MANHOLE . . TELEPHONE BOX . M "'- WATER SHUT-OFF . LOCATION MAP I REV. SHEET 1 OF 1 WATER VALVE . '� DATE AGENT 01-0998 Mahone .dwg 02004 CRAIG R. SHORT, P.E. 1 BENCH K 4" SCHEDULE 40 PVC PIPE LOAM AND'SEED TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1 8" PER FT. CLEAN SAND " LAYER OF 4" PVC PIPE PAINTED SOIL- TEST _ 1b0 00 10 FT. INIMUM FROM SLAB OR CRAWL SPACE. 2 " FLAT DARK GREEN OR DATE OF SOIL TEST QF�.,. 4 12003 ELEV. - -�- 10 FT. MINIMUM 2" PRESSURE PIPE 1/8 TO 1/2 FRAME & COVERS " BROWN WITH CARBON SOIL TEST DONE BY CR_AIG R_ SHOR�P.E_ (ASSUMED) 150 PSI MINIMUM ELEV. _ 105.00 MA WASHED STONE F/LTFR IS REOU/RED WITNESSED BY _SAM-_Yf TE_____�_ 24" CAST IRON 96.00_ 104.50 MIN. PUMP SWITCHES DETAIL OBSERVATION HOLE 1 ELEv-=_99.7 z PERCOLATION RATE .r<�.2w MIN. INCH AT _ f!_ _. N!71tFS DEPTH HORIZ TEXTURE COLOR MOTT. 011iER 3.17' 4" CAST IRON PIPE " MAX. '77 INVERT ELEVATION 96.0 (OR EQUAL) MINIMUM " ° ° ❑ ❑❑ ❑ ❑ O ❑-❑ ❑ ❑ ❑ ° i An PITCH 1 4" PER FT. ° ° " Utt.4AT LE / BEL A1800 FILTEREL o ❑ ❑❑ ❑r7 ❑ ❑ ❑ C) ❑ ❑ o " 0-34 FILL FILL ATE IAL H2O ELEV. = J6.%S;U1MP`t_rL�\1 V. _ __103_17 0 ° o ,� 28 FLOW LINE _10.3.33 ❑ ❑ ❑ ❑ ❑ ❑❑ CI❑ El ° '-" � ALARM ON ELEV. 93.67 EXIST. ° ° ° ° ° LtU J1TA�LE PLUMBING 7n BE RAISED ELEV. = 96.83 _ 10 H2O SEA DISTRIBUTION ELEV. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ " • AND RE-PIPED 8Y A MIN' 3/8" DRILL -1�-Qa °° • T ° ° ELEV. 3" 48 34-a0 A LOAMY SAND 10YR3 8 NO MATERIAL LICENSED PLUMBER AS EXIST GAS BOX PUMP ON ELEV. 93.42 r-� 9s;2 NEEDED ELEV. = 96.58 BAFFLE CHECK HOLE TO BE WATER TESTED 4-500 GALLON DRYWEZLS WITH STONE WELL MIW29 20" t+rt:?UfTAPLE ELEV. 96.33_ ALVE TO BE PLACED ON FIRM BASE) IN AN 12' X 46' X 2' 7REM H FORMA77ON z ZONE B 7" 40-W 8 LOAMY SAND 10YR5 6 NO MATERIAL 5.2'INDEX 7.8 PUMP OFF ELEV. 17" - g " 3/4" TO 1 1/2" CLEAN in ADJUST 2.1 " LIQUID OUTLET " 10 SUMP SOIL ABSORPTION 10 I 10" 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) DOUBLE WASHED STONE . BOTTOM OF INSIDE 92.00 5 FEET 14 INCHES 2O0D GALLON FREE OF FINES do SILT SYSTEM (SAS) BOTTOM OF TANK 91.50 54-120" : C MEDIUM SAND 10YR5 6 NO 11-�9.7 6 FEET 24 INCHES PUMP H USGS PROBABLE WATER TABLE ELEV. _ -95.8 7 FEET 29 INCHES` 2-4XSX16 SOLID - WATER _ENCOUNTERED AT __flL_.. ELEV. a FEET 34 INCHES SEPTIC TANK CHAMBER CONC. BLOCKS OBSERVED WATER TABLE (12 /04/03 ) ELEV. _ 93.7- w��n S S RM 4 CD R IFQVf►t BOTTOM OF TEST HOLE ELEV.`,- 89_7- - DESIGN CALCULATIONS NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE ro AL EsnM ra FL0W No, PtQT Al l oI/rED NOT To SCALE PUMP CHAMBER CALCULA 170i VS.• BUOYANCY CA COLA T70NS.' (11.0 GAL/HR.IDAY X 5 BR.) -SSA^ GAL.IVAY REQUIRED FLOW PER CYCLE .25 X _,55Q. = _-UZ5 GAL./CYCLE .,,2000 GALLON SEP77C TANK H-20 REOU/RED SEP77C TANK CAPACITY �500 GAL. VOLUME PER CYCLE 1,1T.�_ GAL/CYCLE/7.48 GAL./CU." F = 1$,J�_ CU- Frl,;YG::E WEIGHT OF WA TER DISPLACED ACTUAL SEP77C TANK CAPACITY .2001 GAL. T 5 B 0 H VARIANCES REQUIRED VOLUME OF WA TER /N PIPE 3.14 X 0.00694 X 411 FT. �- �LBZ_ CU. FT. 6X11(95.8-90.50)62.4 21 828 LBS SOIL CLASS/f7CA 77ON �_ -� f TOTAL MINIMUM VOLUME PER CYCLE 19,,E CU. FT. ,060 L,6S. DESIGN PERCOLA77ON RA7F _L5 717,11E .11 DISCHARGE _12,� CU. FT. /J6.11 CU.FT Fr, _ �,�,Z F: WEIGHT OF TANK PER MANUFACTURER 25. EFFLUENT LOADING RATE" 0.74 GAL I-DAYS---F- WE/GHT OF TANK CONCRETE . N/A LBS. Section 15.211 STORAGE CAPACITY �5� GAL./DAY 7.48 GAL./CUFT./36.11 ,CUFT;✓fT,,' _2,0-4_ FT. LEACHING AREA �Zfl4- S0. FT- ( __ EXCESS WEIGHT 1"0 OFFSET FL 0 TA 770At 3,252 LBS Distance between S.A.S. and drain leading to wetland(50' required) �Q1- REQUIRED ?33 PROVI'OED (I2'x46')+(116'x2') A 24.5' variance is requested LEACHING CAPACITY �fl0_ CAL.12?AY Section 15.255(9) _ 0 GALLOV PUMP CYAMBER H-20 784 x 0.74 0 - RESERVE' LEACHING CAPACITY N/A_ GAL.I'V.. .Y Distance between S.A.S. &breakout barrier wall should be 10' Y12�/GHT OF WA TER DISPLACED 5.25X9(95.8-91.5)62.4 12,679 LBS. NOTES. A 5' variance is requested WEIGHT OF TANK PER MANUFACTURER 1A500 LBS- 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E:P. T'T1 E 5 AND B011 Part Vill Section 1:00 WEIGHT OF WA TER IN SUMP THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF Distance between all septic system components and a drain leading ,J6.IIX62.4(10/12) 1,877 LBS SEWAGE. to a wetland shall be 100' WEIGHT OF TANK CONCRETE N/A LBS. 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FlNIA 74.5' variance is requested for the S.A.S. , `� EXCESS WEIGHT TO OFFSET FL 770N �'1,�98 LBS ALL COD GRADE. V J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPA,£1!E OF - A 67' variance is requested for septic/pump•chamber �' 100.8 DRIVES OR P H NG LOADING UNLESS THEY ARE UNDER OR WITHIN t0 FT. OF A 24' variance is requested for septic tank ^V / DRIVES OR PARKING AREAS. H-20 LOADING SHALL.BE USED UNDER OR WITHIN 1" 10 FT. OF DRIVES OR PARKING AREAS. Q 100.5 ,r' 4, ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED O�} ' / 1N PLACE. 100.4 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR G�� ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH 5 10 . DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES 'SHOWN ARE APPROXIMATE ONLY, EXCAVATION CO►Ir-trTOP iS TO GALL UIV-`JOT'L Ni'1-t30U-J4ry-"/LJJ r. .-._,�„. - _-.__..___� t'EL COMMENCING WORK ON SITE. Afinimrrm Inspections Required for the construction of the gg 8 !'., / f _ � 100 6S? 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE 0,1 �. CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION iS TO BE Septic:System and Concrete Break-out Barrier if all ; i � Sfp77C BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. TANK 4" ;., B. PARCEL IS IN FLOOD ZONE B_. Contact Design Engineer any time problems or questions arise. 9.8 100.7 9. LOT IS SHOWN ON ASSESSORS MAP _2gl_ AS PARCEL 1nj•,, d• 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND .FOR A " 99.7 MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE 1. Stake out of concrete wall (48 hours minimum notice required)_ REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF 2. Witness installation of septic tank &placement of seam seal on pump chamber 6" PVC AS �' LOT 3 SLEEVE AT +► SypLPyAEj AS � 7,900 f SF. ENCOUNTERED. BELOW S.A.S. PIPE INVERT, 1, inspection of removal of unsuitable material prior to placing new sand WA7ERL/NE 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 12. A ZABEL Ait3b0 FILTER IS TO BE INSTALLED. 4, inspection of reinforcing steel in footing prior to,pouring of concrete CROSSING \� `�6. 13 CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT PI-IIL'DING AND 5. inspection of reinforcing steel in wall prior to placing panels ` 9 8 EXISTING - 'R r*r PROPERTY.LINE. .',� �`� t =' ;'. 14. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVAT10f I BEFORE 6. Inspection of asphalt and vinyl barrier prior to placement of sand 99 Q �� 7 DWELLING •. 7: Inspection of Soil Absorption System , , �r'; INSTALLING PER 15. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALAI�t�, P 100,1 �. .; 76. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. 8. Witness of Pump Test by contractor Q G�., '�� , ,Ik, J 9.Inspection and measurements of system,prior to back v 0• CRAWL ( r _1�T \ „`, j 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE IPX OR ASPHALT p Y P co SPA CE ; 10. "As-Built" Plan and Certification Letter to the Barnstahle Board of Health S, gg.g WATERPROOFED BY THE MANUFACTURER.. 1 -'� N10. OIVII.. �•� � �� . 1e. ALARM Is To BE BOTH auDlo AND ItlNING ENGINEER MUST SUPERVISE ` . ::' INSTALLATION AND STALLED IN STRICT RTIFY IN WRITING r � . THE SYSTEM WAS IN F T'OP OF 99.0 " 7 € . ,moo TANK p _ ACCORDANCE TO PLAN. _ 93.5 0° _ �,;`c J#2554 9.7 LEGEND: ��/ -- 8 j ' EXISTING SPOT ELEVATION x0.0 PROPOSED SEPTIC DESIGN EXISTING CONTOUR ----00---- 99.d" N . FINAL SPOT ELEVATION . [�� GU/DEWIRE ANCHOR 6. 0 _ r ;r "' f '� REINFORCED CO ItR WA FOR 0: BREAKOUT BARB/E'R WALL TO BE REL 0CA Tr:0 i 1 0- TOP AT£L 103.,7ar DICK v O v FINAL CONTOUR --{QQ - w i � ,.. � 0�0 �Il�.[1 MA.�7V NE 1 /F NECESSARY 99.6 "40" ABOVE FOUVOA77ON) I� SOIL.TEST LOCATION � / ( RR - UTiLITY POLE . : . �h \ 0 ,j TOWN WATER -W®W- x�99.2 0 �'' LOC. , CATCH BASIN . . . .(cj; ,q 373 SCUDDER A� �s � �6� 9.6 °` � �REL OCA 7F GAS a GAS LINE . . . - BARNS TABLE, MAS 3. � ., LlI�JE AS SHOWN. - , GAS METER . .® ~ '� 99.4 ° S O' HYANNIS GAS VALVE �f �`"a 3 . 5' OVERD/G Pl CESSPOOL . . . . . . . rt► CLEANOUT . -e�C.O. '9G� SEE NOTE 10 CRAG R. . SHORT F.E. ELECTRIC BOX . . . . Q Cif \ LOCUS 235 GREAT WESTERN ROAD ELECTRIC LINE . ---E ---E -�--E - SMITH Sr c��i P. 0. BOX 1044. ELECTRIC MANHOLE . . . . ® 99.3 - �ARSTON 508- SOUTH DENNIS, MASS. 398-8311 02660 ELECTRIC METER . . . . .® � T. FLAGPOLE A HYDRANT .. . .. � . 0�� _ DATE BAN. ZO, 2004 SCALE 1 �� . = 2O'� LIGHTPOST . . VJ MANHOLE . . . O OBS. WELL , . . SEUtER LiNE. s =s -s _ PPROV D: BOARD OF HEALTH REV. 212o/0� Job No. SEV''EP MANHOLE . . .Q TrLEt^H0",iE BOX . . . . SI-!UT-OFF _ LOCATION MAP REV. FS--H-EETL1 OF 1 _ DATE AGENT 01-0998 Mahoney.dwg 02004 CRAiG P. SHORT, P.E.