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HomeMy WebLinkAbout0002 LAKE DRIVE - Health 2 Lake Drive Centerville A = 1, �i S M E A D i No.2-153LOR UPC 12534 smad com • Male In USA R�Uf�NiFIfF1000UCT1lE jOF1 MUSHROOM S c Il 0 MXKaj IsIl OAP �l J Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Cannifl D.M.D. Junichi Sawayanagi May 18, 2016 Mr. Peter Gross &Ms. Melissa Gross McCray, Trustees 76 Washington Drive Sudbury, MA 01776 FINAL NOTICE of SHOW CAUSE HEARING d.Failed Sept><c:System/ 2 Lake Dr><ve Centerville MA Dear Mr. Gross and Ms. Gross McCray, You are scheduled to appear before the Board of Health on Tuesday July 12, 2016 at 3:00 pm in the Town Hall, second floor Hearing Room, at 367 Main Street, Hyannis, Massachusetts due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you on April 30, 2014 and'a third one was mailed on July 9, 2014. You again failed to comply with an order of the Board of Health. You also failed to appear at your. show-cause hearing on May 10, 2016 hearing before the Board of Health. You will be given the opportunity to testify,present witnesses, documentary evidence and, other official information regarding this case at the Show-Cause Hearing. Failure to comply with an order of the Board of Health may result in filing a criminal complaint against you at the Barnstable District Court. This is your final notice from this Office. PER RDER O THE BOARD OF HEALTH Wa filler .D, Chairman QA2 lake Drive Final Notice 2016.docx Page 1 of 1 % Town of Barnstable l _a4 Board of Health RC f 200 Main Street, Hyannis MA 02601 ° Office: 508-862-4644 ilW Wa filler,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. 09 Junichi Sawayanagi � CERTIFIED MAIL #7012 1010 0000 2848 1612 — � /� At � fSJ� March 8, 2016 j n 0 Vim-& lew Peter Gross &Melissa Gross McCray, Trs. 76 Washington Drive Sudbury, MA 01776 SHOW— CAUSE HEARING YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday,April 12, 2016 at 3:00 pm in the Town Hall, Selectmen's Conference Room, 2nd Floor at 367 Main Street, Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you On April 30, 2014 and a third one was mailed on Tuly 9, 2014. You again failed to comply with an order of the Board of Health. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and the State of Massachusetts. However, as of this date,March 8, 2016, there has been no evidence of any work having been done. Any person who shall fail to comply shall be fined not less than $100.00 or more than $500.00. Each day's failure to comply with an order shall constitute a separate violation. . Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Page 1 of 2 Town of Barnstable WK r Regulatory Services ti Richard V. Scali,Interim Director WtNSTM" Public Health Division Thomas McKean Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790.6304 Homeowner Certification Form for Alternative Systems Property Address: 2 LAKE DRIVE, CENTERVILLE, MA 02632 Assessor's Map\Parcel: 2 3 0/7 5 Property Owners Name: 2 Lake Drive Realty Trust, Peter Gross & Melissa McCray, Trustees In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an ' in the applicable box next to each line certifying the information. Yes NkA ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) E ❑ I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual ❑ ® For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(l0) and the Approval ❑ ® For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner,as required by K 310 CMR 15.287(5) KI ❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted 91 ❑ Whether or not covered by a warranty,I understand the requirement to repair,replace, modify or take any other action as required by the Department or the LAA,if the Department or the, LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 2 La a Drive Realty Trust, by Peter Gross & Melissa Mccray, Trustees I t�► see to comply with all terms and conditions above. Property Owners printed name ' -- � roperty wt ' mature ate t Note This form must he Submitted along with the septic system disposal works Hermit application for all AA systems including new construction, repairs\upgrades, with and without aggregate (stone-)and with conventional design criteria or credited design criteria. Q.\SeptiaUA homeowner eertification.doc Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, January 31, 2018 4:53 PM To: Parziale, Jim Subject: FW: 2 Lake Dr, Centerville - Homeowner Certificate Form Attachments: Homeowner Certificate Form for Alternative Systems.pdf Jim, This is a property that has,been in failure for a long time and the BOH &County has been trying to resolve. They have now installed the system and the installer and County are needing the paperwork to be finished. (Installer Jeff ladonisi cell 774-313-0961) David asked that I direct them to you as the original signer of permit for the Homeowner Certificate—if they have any questions. Thank you. Sharon From: Crocker, Sharon Sent: Wednesday, January 31, 2018 4:45 PM To: 'jonas—mccray@hotmail.com' Cc: Parziale, Jim Subject: 2 Lake Dr, Centerville - Homeowner Certificate Form Hi Jonas, I am so happy to see your new septic system has been installed. We do need the paperwork finished up as soon as possible. Attached is the Homeowners Certificate Form for Alternative Systems. This is a State requirement. Please fill out and submit . If you have any questions concerning this, please feel free to call Health Inspector, Jim Parziale, who issued the permit. You may reach him by email: Jim.Parziale@town.barnstable.ma.us or call Jim at 508-862-4644. Best regards, Sharon Crocker 1 Town of Barnstable Regulatory Services OF THE Tp� Richard V. Scali,Director ,STABLE ; Public Health Division BAR39. ��� Thomas McKean,Director prED MAt A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: Assessor's Map\Parcel: Property Owners Name: In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box.next to each line certifying the information. Yes N\A ❑ ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) ❑ ❑ I have been provided with the Owner's Manual ❑ ❑ I have been provided with the Operation and Maintenance Manual ❑ ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) ❑ ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted ❑ ❑ Whether or not covered by a warranty, I understand the requirement to repair,replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 I, agree to comply with all terms and conditions above. Property Owners printed name Property Owners Signature Date Note: This form must be submitted along with the septic system disposal works permit application for all RA systems including new construction, repairs\upLrrades, with and without aggregate (stone) and with conventional desijZn criteria or credited design criteria. Q:\Septic\IA homeowner certification 2.doc DEED RESTRICTION WHEREAS,2 Lake Drive Realty Trust of One Webster Lane,Wayland,MA 01778(the"Owner")is the owner of 2 Lake Drive,Centerville,MA 02632(the"Property")duly recorded in the Barnstable County Registry of Deeds in PIan Book 26786 and Page 322; WHEREAS,the Owner has agreed with the Town of Barnstable Board of health to a restriction as to the number of bedrooms which can be included in any home located on the Property as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage-, WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200,State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a permit and/or approval of a plan for the construction of septic system to service a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the Property be put on record with the Barnstable County Registry of Deeds by recording this Deed Restriction;and NOW, THEREFORE, the Owner does hereby place the following restriction on the Property in accordance with the Owner's agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: The Property may maintain,or have constructed,upon the lot a house containing no more than four(4) bedrooms. The Owner agrees that this shall be a permanent deed restriction affecting the:Property. �r Executed as a sealed instrument day of October,2017. 2 Lake Real y,Tqqs By: eter D:Gross,TruSled By: /)/] elissa G.Mccil y,Trustee COMMONWEALTH OF MASSACHUSETTS s� Middlesex County,ss October--_,2017 Then personally appeared the above-named Peter D.Gross,Trustee of 2 Lake Drive Realty Trust known to me to be the person who executed the foregoing instrument and acknowledged the same to be his free act and deed,before me, PENELOPE M. BRENNAN Notary Public USEUS Notary Public n COMMONWEALTH Commission Expires �j 30 \ii�( Ab Commission My commission expires: cJ March 3Q 2023 Then personally appeared the above-named Melissa G. McCray, Trustee of 2 Lake Drive Realty Trust known to me to be the pens who executed the foregoing instrument and acknowledged the same to be his free act and deed,before me, Notary Public PENELOPE M. BHENNAN 13D 1 L, 3 • Notary Public My commission expires: p V cOr�MoriwEaihlof►ussr+cr+usltrs My commission Expires March 30, 2023 4, BARNSTABLE RE61STRY Of DEEDS John F. Meade, Register Bk 30?25 Ps ISO A60 572 .ram' 11-28-2017 a 0225553, RECEIPT Printed: November 28 2017 ® 14:57:5 DEED RESTRICTION BARNSTJOOHN FCOUNTY. .RY OF DEEDS . MEADE, REGISTER Trans#: 299949 Oper:ALICE V Trust of One Webster Lane,Wayland,MA 01778(the"Owner") is the JONAS 02632(the"Property")duly recorded in the Barnstable County Registry _ _ ------- 2; Book: 30925 Page: 180 Inst#:-60572 Ctl#: 1029 Rec:11-28-2017 9 2:55:21P d with the Town of Barnstable Board of health to a restriction as to the BARN 2 LAKE OR ed in any home located on the Property as a pre-condition to obtaining a DOC DESCRIPTION TRANS AMT ompliance with 310 CMR 15.000 State Environmental Code Title V, ___ Disposal of Sanitary Sewage; 1 GROSS, PETER 0 RESTRICTION 10.00 able Board of Health, as a pre-condition to granting a disposal works County Fee $ 10.00 20.00 Surcharge CPA $20.00 40 00 compliance with 310 CMR 15.200, State Environmental Code,Title V, state Fee $40.00 5.00 e Disposal of Sanitary Sewage,and authorizing the issuance of a permit Surcharge Tech g-00 -------- ion of septic system to service a single family home on this property,is Total fees: 75•00 riction on the number of bedrooms in any house constructed on the 1 County Registry of Deeds b recording this Deed Restriction;and beC - g *** total charges: 75.00 h' g rY Y CASH PKI PAYMENT -CASH 15.00 er does hereby place the following restriction on the Property in ith the Town of Barnstable Board of Health,which restriction shall run ;ssors in title: The Property may maintain,or have constructed, upon the lot a house containing no more than four(4) bedrooms. The Owner agrees that this shall be a permanent deed restriction,affecting the Property. Executed as a sealed instrument day of October,2017. 2 Lake D jRealt) T By: eter D.Gross,.TrustoA W/ / /,f'41/91/R - By: elissa G.McCray,Trustee COMMONWEALTH OF MASSACHUSETTS31 sr Middlesex County,ss October ,2017 I personally eared the above-named Peter D.Gross,Trustee of'2 Lake Drive Realty Then p y appeared h'Trust known to me to be the person who executed the foregoing instrument and acknowledged the same to be his free act and deed,before me.. / AN Notary Rubiic COMMONWEAUKOF MASSACHUSETTS Notary Public 7 My Commission Expires My commission expires: UT March 30. 2023 Then personally appeared the above-named Melissa G. McCray, Trustee of 2 Lake Drive Realty Trust known to me to be the pers n who executed the foregoing instrument and acknowledged the same to be his free act and deed,before me, Notary Public & PE14ELOPE M. BRENNAN. lic M commission expires: 3 30 a b 3 ' ALTIrl `ia"aSA � Y P 9 CpMfAMoi9wEAUH OF NAssACHusEtTs My Commission Expires �- March 30. 2023 �< BARNSTABLE REGISTRY OF DEEDS ter , John F. Meade, Register ..Jr Massachusetts Department of Environmental Protections?a Bureau of Resource Protection -Wetlands ,��� ♦� WPA Form 2 — Determination of Applicability s.Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 '�b x'�.Q L and § 237-1 to § 237-14 Town of Barnstable Code DA- 17023 A. General Information Important: When filling out From: forms on the Barnstable computer, use Conservation Commission only the tab key to move . To: Applicant Property Owner(if different from applicant): your cursor- do not use the PETER GROSS & MELISSA MCCRAY, TRS. return key. Name Name 1 WEBSTER LANE Mailing Address Mailing Address WAYLAND MA 01778 City/Town State Zip Code City/Town State Zip Code 1. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: SITE PLAN -SEPTIC SYSTEM UPGRADE, BY DAVID THULIN, PE, PLS 3/6/2017 Title Date Title Date Title Date 2. Date Request Filed: MARCH 29, 2017 B. Determination Pursuant to the authority of M.G.L. c. 131, §40 and §237-1 to§237-14 Town of Barnstable.Code, the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, and made the following Determination. Project Description (if applicable): NEW SEPTIC SYSTEM WITH TANK, PUMP CHAMBER, & RAISED SOIL ABSORPTION SYSTEM. Project Location: 2 LAKE DRIVE CENTERVILLE Street Address Village 230 075 Assessors Map Number Assessors Parcel Number wpaform2.doc•Request for Departmental Action Fee Transmittal Form•rev.10/6104 Page 1 of 5 P •' L ' Massachusetts Department of Environmental Protection aarrsta� Bureau of Resource Protection -Wetlands : Ll WPA Form 2 — Determination of Applicability s.:a �xsatia, Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 '�b Ys:9 : ►� and § 237-1 to § 237-14 Town of Barnstable Code DA- 17023o�uY*' B. Determination (cont.) The following Determination(s) is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions (issued following submittal of a Notice of Intent or Abbreviated Notice of Intent) or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD) has been received from the issuing authority(i.e., Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s) is an area subject to protection under the Act. Removing,filling, dredging, or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plan(s)are confirmed as accurate.Therefore, the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. ❑ 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ❑ 3. The work described on referenced plan(s) and document(s) is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. ❑ 4. The work described on referenced plan(s) and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review(if work is limited to the Buffer Zone). ❑ 5. The area and/or work described on referenced plan(s) and document(s) is subject to review and approval by: Barnstable Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: §237-1 to §237-14 Town of Barnstable Code Chapter 237 Name Ordinance or Bylaw Citation wpaform2.doc•Request for Departmental Action Fee Transmittal Form•rev.1016/04 Page 2 of 5 I , Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands a fo Q i WPA Form 2 — Determination of Applicability Ll .;a� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' sAMR.• and § 237-1 to § 237-14 Town of Barnstable Code DA- 17023 �iOY* B. Determination (cont.) ❑ 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and - the regulations,no Notice of Intent is required: Exempt Activity(site applicable statuatory/regulatory provisions) ❑ 6.The area'and/or work described in the Request is not subject to review and approval by: Barnstable Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. §237-1 to§237-14 Town of Barnstable Code Chapter 237 Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ by hand delivery on ® by certified mail, return receipt requested on APR 1.-9 2017 Date Date This Determination is valid for three years from the date of issuance(except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Barnstable Conservation Commission. A copy must be sent to the appropriate DEP Regional Office (see http://www.mass.qov/dep/about/region.findvour.htm) and the property owner(if different from the applicant). Signatures: r y Dates wpaform2.doc•Request for Departmental Action Fee Transmittal Form•rev.10/6/04 Page 4 of 5 r LlMassachusetts Department of Environmental ProtectiongTNErQ� Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability i. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 '� NMI,. and § 237-1 to § 237-14 Town of Barnstable Code DA- 17023 B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not - subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. ® 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). EROSION CONTROLS SHALL BE INSTALLED ALONG WORK LIMIT LINE PRIOR TO START OF WORK. , ❑ 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wpaform2.doc•Request for Departmental Action Fee Transmittal Form•rev.10/6/04 Page 3 of 5 :a> LIMassachusetts Department of Environmental Protection "'fa�. Bureau of Resource Protection -Wetlands o WPA Form 2 — Determination of Applicability : xi►ax�x,aza, ? Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 16 and § 237-1 to § 237-14 Town of Barnstable Code DA- 17023a"'`Y , D. Appeals . - - The applicant,owner, any person aggrieved by this Determination, any-owner of-land-abutting the land - --- upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see http://www.mass.qov/dep/about/region.findyour:htm)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. wpaform2.doc-Request for Departmental Action Fee Transmittal Form•rev.1016104 Page 5 of 5 Property Location: 2 LAKE DRIVE MAP ID:230/075/// Bldg Name: State Use:1010 Vision ID:16365 _-Account# Bldg#: I of I Sec#: 1 of 1 Card 1 of 1 Print Date:04/25/2017 15:02 CONSTRUCTION DE TAIL CONSTRUCTION DETAIL CONTINUED Element Cd. Ch. Description Element Cd. Ch. Description Style 64 Cape Cod Model 01 Residential Foundation 01 Poured Cone. 14 Grade C+ Average Plus 30 Stories Stories Bath Split 0 3 Full-0 Half BMT 14 MIXED USE WDK xterior Wa11 1 14 Wood Shingle Code Description Percentage 13DPM 14 Exterior Wall 2 6 Vertical Sidin 1010 Single Fam MDL-01 100 1 Roof Structure 3 Gable/Hip 34 Roof Cover 3 sph/F GIs/CmpP!;::�::!� o 37 4 6 22 Interior Wall 1 5 Drywall Interior Wall 2 COSTIMARKET VALUATION �1 V(NC-t Interior Floor 1 14 Carpet Adj.Base Rate: 09.82 FUS O 1 Interior Floor 2 12 Hardwood 63,797 BMT BAS1 141 FOP GAR Heat Fuel 03 Gas et Other Adj: .00 4 0 2 2 Heat Type 04 of Air Replace Cost 63,797 4 6 Y13 1960 �_,_AC Type YB 1985 41 6 Bedrooms 4 Bedrooms Dep Code ° .., �`' 41"—- )/o, 28 Full Baths Remodel Rating ,mot MCP Half Baths Year Remodeled 34 xtra Fixtures Dep% 30 7 Total Rooms 8 8 Rooms Functional Obslnc Bath Style External Obslnc D Kitchen Style ost Trend Factor Status 14 7 %Complete Overall%Cond 0 pprais Val 184,700 ep%Ovr ep Ovr Comment isc Imp Ovr isc Imp Ovr Comment Accessory Apt Cost to Cure Ovr Cost to Cure Ovr Comment OB-O UTB UILDING& YARD ITEMS(L)/XFBUILDING EXTRA FEATURES(B) Code Description Sub Sub Descri t LIB Units Unit Price Yr Gde Do Rt Cnd %Cnd Apr Value KPL Pond Dock-Lig L 1 4,200.00 1996 0 100 4,200 DCK Wood Decking L 592 16.91 1993 2 100 5,200 GEN Emergency Get L 1 5,550.00 1990 2 100 2,800 " PL2 575.00 1985 1 100 ,900 w'Fireplace 1.5 st 1 � PO Ext FP Openin; B 1 1,800.00 1985 1 100 1,300 OP Open Porch-ro 176 47.85 1985 C+ 1 100 5,500 GAR [Attached Gara; 32 2.74 1985 C+ 1 100 12,200 MT asement-Unfit B 1,638 P7.42 1985 1 100 7,900 OPC Open Prch-rou I 1B 7 6.25 1985�C+ 1 100 500 BUILDING SUB AREA SUMMARY SECTION Code Description Living Area Gross Area Eff Area Unit Cost Unde rec. Value AS First Floor 1,638 1,638 1,638 109.82 1799892 BMT Basement Area 0 1,638 0 0.00 0 FOP Open Porch 0 176 0 0.00 0 PC Open Porch Cone.Floor 0 77 0 0.00 0 FUS Upper Story 764 764 764 109.82 83,906 GAR [Attached Garage 0 532 0 0.00 0 DK ood Deck 0 592 0 0.00 0 I Ill. Gross Li 2,402 5,417 ✓2 402 263 797 Property Location:2 LAKE DRIVE MAP ID:230/075/// Bldg Name: State Use:1010 Vision ID: 16365 Account# Bldg#: 1 of 1 Sec#: I of 1 Card 1 of 1 Print Date:04/25/2017 15:02 GROSS,PETER&MCCRAY,MELISS,1 ILevel 2 Public Water 1 avcd 1fLake/Pond Front Description Code Appraised Value Assessed Value LAKE DRIVE REALTY TRUST Gas 1:ExceI View ESIDNTL 1010 238,000 238,000 801 6 WASHINGTON DRIVE ES LAND 1010 366,100 366,100 K2017 BARNSTABLE,A Septic ESIDNTL 1010 12,200 12,200 UDBURY,MA 01776 SUPPLEMENTAL DATA dditional Owners: Other ID: Plan Ref. 122/89 SNIDER,MIRIAM&JAMES Split Zoning Land Ct# er.Prop. #SR esExpt Qual NO APP Life Estate ♦`J ISION DL 1 LOTS 2&3 Notes: DL 2 GIS ID: 16365 ASSOC PID# Total 616,300 616,300 RECORD OF OWNERSHIP BK-VOL/PAGE SALE DATE /u'vr' SALEfRICE VC PREVIOUS ASSESSMENTS HIS TOR19 GROSS,PETER&MCCRAY,MELISSA GROSS TRS 26786/322 10/23/2012 U I 0 IJ Yr. Codel Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value NIDER,JAMES M&GROSS,PETER D TRS 26786/320 10/23/2012 U I 0 1J 2016 1010 240,100 2015 1010 251,900 2014 1010 251,900 NIDER,JAMES M&GROSS,PETER D TRS 26786/319 10/23/2012 U I 0 13 2016 1010 369,600 015 1010 482,400 2014 1010 482,400 NIDER,JAMES M&GROSS,ELIZABETH TRS 24671/211 07/09/2010 U 1 100 IA 20t6 1010 9,500 015 1010 10,800 014 1010 11,000 SNIDER,ROBERT N&JAMES&GROSS,ELIZ 24671/192 07/09/2010 U 1 100 IA SNIDER,MIRIAM R&JAMES&GROSS,ELIZ 24671/190 07/09/2010 U 1 100 IA Total. 619 200 Total: 745,100, - Total.-I 745,300 -', EXEMPTIONS OTHER ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year I Tvoe I Description Amount Code Description Number Amount Comm.MI. 2013 N5C O RESIDENTIAL EXEMPTION 0.00 APPRAISED [VALUE SUMMARY Appraised Bldg.Value(Card) 184,700 ASSESSING NEIGHBORHOOD Appraised XF(B)Value(Bldg) 53,300 NBHD/SUB NBHD Name Street Index Name Tracinz Batch Appraised OB(L)Value(Bldg) 12,200 0111/A CENVIL Appraised Land Value(Bldg) 366,100 NOTES Special Land Value 0 Total Appraised Parcel Value 616,300 Valuation Method: C Adjustment: 0 Net Total Appraised Parcel Value 616,300 BUILDING PERMIT RECORD VISIT/CHANGE HISTORY Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date Tvpe IS ID Cd. Purpose/Result B35397 09/01/1992 AD Addition 25,000 01/15/1993 100 12/31/1993 CE DORMER 10/03/2016. 03 NF 16 In Office Review 9/23/2016 02 KM 03 Cycl Insp Comp 11/08/2013 22 DR 22 Change of Address 10/01/2013 03 DR 16 In Office Review 4/11/2012 22 DR 22 Change of Address LAND LINE VALUATION SECTION B Use Use Unit I. Acre C. ST. Special Pricin S Adj # Code Description Zone D Front Depth Units Price Factor A. Disc Factor Idx Adj. Notes-Ad Sec Use I Sec Calc Fact 4dr. Unit Price Land Value 1 1010 Single Fam MDL-01 RD-1 3 0.48 AC 125,000.00 1.8489 5 1.0000 1.000111 3.30 WEQUAQUET LAKE 1.00 366,100 Total Card Land Units:1 0.481 ACI Parcel Total Land Area: .48 AC Total Land Value: 366,100 Property Location: 2 LAKE DRIVE MAP ID:230/075/// Bldg Name: State Use:1010 Vision ID:16365 Account# Bldg#: 1 of 1 Sec#: l of 1 Card 1 of 1 Print Date:04/25/2017 15:08 CONSTRUCTIONDETAIL CONSTRUCTION DETAIL CONTINUED Element Cd. Ch. Description Element Ca. Ch. Description Style 4 Cape Cod Model 01 Residential Foundation 01 Poured Cone. 14 30 Grade C+ Average Plus Stories Stories Bath Split 0 3 Full-0 Half BMT 14 MIXED USE WDK xterior Wall 1 14 Wood Shingle Code Description Percentage 14 Exterior Wall 2 6 Vertical Sidin 1010 Ingle Fam MDL-01 100 1 Roof Structure 03 Gable/Hip 34 Roof Cover 03 Asph1F GIs/Cmp 7 s - 37 4 6 22 Interior Wall 1 05 Drywall Interior Wall 2 COST/MARKET VALUATION `e $0�FUS \��O O Interior Floor 1 14 Carpet Adj.Base Rate: 63'897 10 Q BAS Y 1 141 FOP 1 Interior Floor 2 12 Hardwood 0 ® BMT GAR Heat Fuel 3 Gas et Other Adj: .00 q 0 2 2 Heat Type 04 Hot Air Replace Cost 63, 97 - -- 4 6 C Type 3 Central AYB YB 985 41�4A + 1�A� 6 Bedrooms 04 4 Bedrooms Dep Code 41 28 ull Baths Remodel Rating Half Baths 0 Year Remodeled 34 Extra Fixtures Dep% 30 7 Total Rooms 8 8 Rooms Functional Obslnc Bath Style xternal Obslnc FPC O FL'�0�., Cost Trend Factor Kitchen Style 14 11 711 Status %Complete Overall%Cond 70 pprais Val 184,700 ep%Ovr ep Ovr Comment isc Imp Ovr D isc Imp Ovr Comment a Cost to Cure Ovr Accessory Apt Cost to Cure Ovr Comment OB-OUTBUILDING& YARD ITEMS(L)/XF-BUILDING EXTRA FEATURES(B) Code Description Sub Sub Descri t LIB Units Unit Price Yr I Gde I Dp Rt Cnd %Cnd Apr Value KPL Pond Dock-Lig L 1 4,200.00 1996 0 100 4,200 DCK Wood Decking L 592 16.91 1993 2 100 5,200 GEN Emergency Gei L 1 5,550.00 1990 2 100 2,800 PL2 Fireplace 1.5 st 8 1 5,575.00 1985 1 100 3,900 PO Ext FP Openin; B 1 1,800.00 1985 1 100 1,300 OP Open Porch-ro 176 47.85 1985 C+ 1 100 5,500 GAR lAttached Garal 32 2.74 1985 C+ 1 100 12,200 MT [Basement-Unfir 1,638 7.42 1985 1 100 P7,900 OPC 10pen Preh-roo: B 7 6.25 1985 C+ 1 1 1100 P,500 BUILDING SUB-AREA SUMMARYSECTION Code Description Livinz Area Gross Area Eff Area Unit Cost Unde rec. Value AS First Floor 1,638 1,638 1,638 109.82 179,892 BMT Basement Area 0 1,638 0 0.00 0 FOP Open Porch 0 176 0 0.00 0 FPC,' Open Porch Cone.Floor 0 77 0 0.00 0 FUSS Upper Story 764 764 764 109.82 83,906 GAR Attached Garage 0 532 0 0.00 0 IK Wood Deck 0 592 0 0.00 0 �s TIL Gross LivlLpavp Areal i r 2,402 5,417 2 402 263,79 i Property Location:2 LAKE DRIVE MAP ID:230/075/// Bldg Name: State Use:1010 Vision ID:16365 Account# Bldg#: 1 of 1 Sec#: 1 of 1 Card 1 of 1 Print Date:04/25/2017 15:08 GROSS,PETER&MCCRAY,MELISS.1 Level ublic Water 1 raved It ake/Pond Front Description Code Appraised Value Assessed Value LAKE DRIVE REALTY TRUST Gas 1: xcel View RESIDNTL 1010 238,000 238,000 801 6 WASHINGTON DRIVE RESLAND 1010 366,100 366,100 K2017 BARNSTABLE,A eptic ESIDNTL 1010 12,200 12,200 UDBURY,MA 01776 SUPPLEMENTAL DATA Additional Owners: Other ID: Plan Ref. 122/89 NIDER,MIRIAM&JAMES Split Zoning Land Ct# er.Prop. #SR esExptQua[ NOAPP Life Estate VISION DL 1 LOTS 2&3 Notes: DL2 GIS ID: 16365 ASSOC PID# Total 616,3001 616,300 RECORD OF OWNERSHIP BK;VOL/PAGE SALE DATE lu v� SALE PRICE V.G PREVIOUS ASSESSMENTS HISTORY GROSS,PETER&MCCRAY,MELISSA GROSS TRS 26786/322 10/23/2012 U I 0 1J Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value NIDER,JAMES M&GROSS,PETER D TRS 26786/320 10/23/2012 U 1 0 1J 2016 1010 240,100 2015 1010 251,900 2014 1010 251,906 NIDER,JAMES M&GROSS,PETER D TRS 26786/319 10/23/2012 U I 0 1J 2016 1010 369,600 2015 1010 482,400 2014 1010 482,400 NIDER,JAMES M&GROSS,ELIZABETH TRS 24671/211 07/09/2010 U 1 100 IA 2016 1010 9,500 015 1010 10,800 014 1010 11,000 NIDER,ROBERT N&JAMES&GROSS,ELIZ 24671/192 07/09/2010 U 1 100 IA NIDER,MIRIAM R&JAMES&GROSS,ELIZ 24671/190 07/09/2010 U I 100 IA Total. 619,200, Total: 745,100, Total: 745,300 EXEMPTIONS OTHER ASSESSMENTS, This signature acknowledges a visit by a Data Collector or Assessor Year Tvpe Description Amount Code Description Number Amount Comm.Int. 2013 N5C O RESIDENTIAL EXEMPTION 0.00 APPRAISED VALUE SUMMARYTotal- 0,061 : Appraised Bldg.Value(Card) 184,700 ASSESSING NEIGHBORHOOD Appraised XF(B)Value(Bldg) 53,300 NBHD/SUB NBHD Name I Street Index Name Tracing Batch Appraised OB(L)Value(Bldg) 12,200 0111/A CENVIL Appraised Land Value(Bldg) 366,100 NOTES Special Land Value 0 Total Appraised Parcel Value 616,300 Valuation Method: C Adjustment: 0 et Total Appraised Parcel Value 616,300 BUILDING PERMIT RECORD VISIT/CHANGE HISTORY. Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date Type IS ID Cd. Purpose/Result B35397 09/01/1992 AD Addition 25,000 01/15/1993 100 12/31/1993 CE DORMER 10/03/2016 03 NF 16 In Office Review 9/23/2016 02 KM 03 Cycl Insp Comp 11/08/2013 22 DR 22 Change of Address 10/01/2013 03 DR 16 In Office Review 4/11/2012 22 DR 22 Change of Address LAND LINE VALUATIONSECTION B Use Use Unit 1. Acre C. ST. Special Pricin S Adj # Code Description Zone D Front De th Units Price Factor 5.A. Disc Factor Idx Adj. Notes-Ad Sec Use Sec Calc Fact 4dl. Unit Price Land Value 1 1010 Single Fam MDL-01 RD-1 3 0.48 AC 125,000.00 1.8489 5 1.0000 1.00 0111 3.30 WEQUAQUETLAKE 1.00 366,100 Total Card Land Units: 0.48 AC Parcel Total Land Area: .48 AC Total Land Value: 366,100 Town of Barnstable Barnstable tME Board of HealthBARNSTAB 9 MASS. 200 Main Street, Hyannis MA 02601 a639. 2007 lea rno+" Office: 508,-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. May 1, 2017 Mr. Jonas McCray 1 Webster lane Wayland, MA 01778 RE: 2 take Drive, Centerville A '230-075 Dear Mr. McCray, You are granted a conditional variance to construct an onsite sewage disposal system at 2 Lake Drive, Centerville. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 85 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank 75 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a pump chamber 75 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the distribution box 95 feet away from a pond, in lieu of the minimum 100 feet separation distance required. Section 310 CMR 15.405: To install the soil absorption system four feet above the estimated high groundwater table, in lieu of the five feet separation distance required. Section 310 CMR 15.227(5): To install the septic tank inlet and septic tank outlet less than twelve inches (but more than one inch) above the estimated high groundwater table. Q:\WPFILES\Tulin McCray 2 Lake Drive Variances 2017.docx These variances are granted with the following conditions: (1) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated March 6, 2017. (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 engineered plans dated March 6, 2017. (5) The septic system shall be repaired/replaced on or before December 31, 2017. These variances are granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. The designing engineer designed the septic system to be located in an area to attempt to maximize setbacks to wetlands and the groundwater, Z yours, iff, j Chairman Q:\WPFILES\Tulin McCray 2 Lake Drive Variances 2017.docx u Commonwealth of Massachusetts / I� Executive Office of Energy &Environmental Affairs / Department of Environmental Protection aC "rt s One Winter Street Boston, MA 02108•B 17-292-5500 Charles D. Baker Matthew A. Beaton Governor Secretary Karyn E. Polito Martin Suuberg Lieutenant Governor Commissioner Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use Revised: February 3, 2016 A These Standard Conditions apply to Alternative Soil Absorption System(Alt. SAS) technologies for disposal-only as well as for technologies providing both treatment and disposal. Currently these approved alternative technologies include the following, Alt. SAS Disposal-Only, • Contactor, Field Drain Contactor, and Recharger Chambers, by Cultec, Inc. • Biodiffuser&ARC Chambers,by Infiltrator Systems, Inc. • Infiltrator Chambers, by Infiltrator Systems, Inc. • Eljen Mantis M5, by Eljen Corp. Alt. SAS Treatment with Disposal - Patented Sand Filters, • Eljen GSF Geotextile Sand Filter System, by Eljen Corp. Enviro-Septic Wastewater Treatment System, by Presby Environmental; Inc. • Advanced Enviro-Septic System, by Presby Environmental; Inc. • Simple-Septic Wastewater Treatment System, by Presby Environmental, Inc. An alternative SAS may be appropriate for new construction, increases in flow, or for the upgrade of an existing failing, failed, or nonconforming system where reducing the disturbance of the site is desired. Alternative Disposal-Only.technologies approved by the Department may be substituted for conventional SAS's allowed under Title 5. The alternative Chamber technologies,when compared to conventional Title 5 chambers,provide options from some of the Title 5 requirements such as offering plastic instead of concrete chambers and eliminating the need for stone aggregate around the chamber while allowing higher loading rates and reduced effective leaching area. Other options include Chambers installed with aggregate meeting the requirements of Title 5,however Alternative Chambers used with aggregate are not allowed higher loading rates which must remain the same as required by Title 5 for conventional chambers with aggregate. In addition to alternative Chambers, disposal-only approved Alt. SAS technologies also include the Mantis M5 pipe and sand System design. This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.govldep Printed on Recycled Paper r 5 ' Standard Conditions for Alternative Soil Absorption Systems Page 2 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 Alternative Treatment with Disposal technologies approved by the Department refer to alternative leaching systems that have demonstrated higher removal of organics and suspended matter prior to the percolation of wastewater into underlying unsaturated pervious soils when compared to conventional leaching systems. Higher loading rates are allowed than would be permissible with a conventional design and additional relief from other design standards is permissible for upgrades. A System approved under these Standard Conditions consists of a septic tank conforming to the requirements of Title 5, either conventional or I/A approved, followed by the Alt. SAS which may provide for a reduced effective leaching area. The use of an approved Alt. SAS, subject to these Standard Conditions, requires among other things: • A Disclosure Notice in the Deed to the property for installed Systems according to the following: • when installing an Alt. SAS Disposal-Only System (chambers or Eljen Mantis M5) a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System under the General Use Certificate a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System under the Approval for Remedial Use a Disclosure Notice in the Deed to the property is required in accordance with 310 CMR 287(10); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • Notification within 24 hours by the System Owner to the Local Approving Authority (LAA) of any System failure; • When System requires pumping prior to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; • System Owner Acknowledgement of Responsibilities, in accordance with these standard conditions and the Technology Approval's Special Conditions. This Approval does not address the use of the following alternative SAS's,which are covered under separate Title 5 I/A Program Approvals: a) Drip Dispersal Systems b) Bottomless Sand Filters Definitions and References The term"System" refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may required to serve a facility in accordance with 310 CMR 15.000. The term"Approval" or "Certification" refers to these Standard Conditions; the Special Conditions contained in the Technology Approval, the General Conditions of 310 CMR 15.287, and any Attachments. I 1 Standard Conditions for Alternative Soil Absorption Systems Page 3 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 The phrase "new construction" always refers to construction of a new facility or any increase in actual or design flow to any existing system above the approved capacity. The phrase "upgrade of a system" or the term"upgrade" or the term"remedial site" refers to any repair, modification, or replacement of a whole system or a component of an existing failing, failed or nonconforming system where there is no increase in the actual or design flow to the system. The Conditions contained herein MUST be read in conjunction with any Special Conditions that are technology-specific. I. Purpose 1. These Standard Conditions shall apply to all Alt. SAS technologies identified in a General Use Certification or a Remedial Use Approval as either a Disposal-Only technology or a Treatment with Disposal technology as listed above. In addition to the Special Conditions contained in the technology-specific Approvals, the System shall comply with all these "Standard Conditions for Alternative Soil Absorption Systems", except where stated otherwise in the Special Conditions. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit(DSCP) application after the effective date of these Standard Conditions. Existing systems and systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System Owner, the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3. With the other applicable permits or approvals that may be required by Title 5, the Approval authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 4. Provided that the Local Approving Authority (LAA) approves the System in conformance with the Department's Approval for the System, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. II. Design and Installation Requirements 1. Where any contradiction may.exist in design standards between the Company guidance and the requirements of Title 5 or this Approval, the design shall meet the standards of Title 5 and this Approval unless the Company guidance is more stringent. I Standard Conditions for Alternative Soil Absorption Systems Page 4 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 2. In accordance with 310 CMR 15.240(6), absorption trenches should be used whenever possible. Accordingly, approved Disposal-Only and Treatment with Disposal Alt. SAS Systems shall be used in trench configuration whenever possible, unless a different configuration is allowed by the Approval(s) Special Conditions. 3. The Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223-15.229 or approved as an Alternative technology per 15.280-15.288, connected to the building sewer and followed in series by the approved Alternative Soil Absorption System. A 1,000 gallon septic tank may be allowed in accordance with the provisions of 310 CMR 15.404(3)(a). 4. The Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 5. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 6. For new construction or increases in flow, the System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 60 minutes per inch (MPI); b) A site evaluation, in compliance with 310 CMR 15.100 through 15.107, must be approved by the Approving Authority and the site must meet the siting requirements for new construction; c) The record drawings, approved by the LAA, must clearly indicate an area for a full- sized conventional primary SAS and a full-sized conventional reserve area that are for the sole purpose of on-site sewage disposal; d) Where the System has reduced the effective leaching area, as allowed by the Standard Conditions, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the,reserve area; and e) Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved for a full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. For the upgrade of a system, the installation of the proposed System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 90 minutes per inch (MPI); b) Prior to approving the installation of the System, the LAA must determine there is no increase in the actual or proposed design flow; f Standard Conditions for Alternative Soil Absorption Systems Page 5 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 c) Prior to Local Approval of the System, the Designer shall show on the plans the maximum available area for a conventional system (without reserve) designed in accordance with the standards of 310 CMR 15.100 through 15.255. d) The proposed System must include the approval by the LAA for the upgrade or replacement of all other existing components, as necessary, to comply with the standards of Maximum Feasible Compliance (MFC) of 310 CMR 15.404; e) The record drawings, approved by the LAA, must clearly indicate an area for the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection; f) When evaluating the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection, the Designer shall consider these options in the following order: i. a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 that can be built feasibly, with,the exception of providing a reserve area(15.248); ii. a conventional system that can only be built feasibly under a Local Upgrade Approval (LUA); iii. where a conventional system cannot be built feasibly under a LUA, a Bottomless Sand Filter, in conjunction with a Secondary Treatment Unit; iv. where a System can only be built feasibly with variances, a System that has been demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree necessary and have the least effect on public health, safety, welfare and the environment (the System may be an Alternative System with variances); or v. a tight tank. f) The installation of the proposed System shall not disturb.the site in any manner that would preclude the future installation of the best feasible replacement system that could be installed to replace the proposed System. Components of the proposed System may be sited in an area for the future installation of the best feasible replacement system,provided that it does not render the area unusable for a potential future replacement system; and g) Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures in the area for the best feasible replacement system that could be installed to replace the proposed System and the System Owner shall not disturb the site in any other manner that would preclude the future installation of the best feasible replacement system. 8. Alternative Design Standard to 310 CMR 15.242(1)(a) Effluent Loading Rates For new construction or increases in flow, the required effective leaching area may be reduced up to 40 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a), provided: Standard Conditions for Alternative Soil Absorption Systems Page 6 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) a minimum of 400 square feet of effective leaching area shall be installed if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area; (Facilities with small flows that would not require 400 sq.ft. of effective leaching area, when designed in accordance with Title 5, may be built with less than 400 sq. ft. provided that no reduction in effective leaching area is taken). 9. Alternative Design Standard to 310 CMR 15.242(l)(a) and 15.245(4), Effluent Loading Rates For the upgrade of a system, the System shall be subject to the following: a) For soils with a percolation rate of 60 minutes or less per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a); b) For soils with a percolation rate of between 60 and 90 minutes per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR 15.245(4); c) Unless allowed under the Special Conditions for the Technology, no additional reduction in the effective leaching area is allowed under an LUA or a variance that would result in a reduction greater than 40% of that which would be required under 310 CMR 15.242(1)(a) and 15.245(4), respectively. Any other deviations to design standards, except the effective leaching area, may be granted under LUA or a variance; and d) A minimum of 400 square feet of effective leaching area shall be provided if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area. Where 400 square feet of effective leaching is not feasible, the greatest effective leaching area shall be installed provided that no more than a 40 percent reduction is taken. 10. Specific Conditions for Treatment with Disposal Alt. SAS Technologies a) The use of aggregate as specified in 310 CMR 15.247 is not allowed with Patented Sand Filters. b) Unless determined necessary by the Designer or Company, the System shall not be used with pressure distribution for any design flow. When installed for a facility with a design flow of 2,000 gpd or greater, approved Patented Sand Filter Systems are exempt from the requirement for pressure distribution under 310 CMR 15.231. c) . Patented Sand Filters shall not be installed in a Nitrogen Sensitive Area(NSA)to serve facilities with actual or design flows of 2,000 GPD or greater since those facilities require installation of a Recirculating Sand Filter (RSF) or equivalent technology. Patented Sand Filters may be installed as a disposal-only alternative I Standard Conditions for Alternative Soil Absorption Systems Page 7 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 technology when used in addition to an approved Secondary Treatment Unit (reduction of BOD/TSS). When a Patented Sand Filter is used in this type of septic system design, only the reductions permitted in the Secondary Treatment Unit's (STU) alternative technology approval, such as a reduction in SAS size, depth of naturally occurring pervious material or depth to groundwater, are allowed. d) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with Section II, paragraph 5 of the Standard Conditions for Secondary Treatment Units Approved for Remedial Use. In no case, shall the reductions allowed under the Standard Conditions for Secondary Treatment Units be combined with any reduction provided by this Approval, the alternative technology's Remedial Use Approval Special Conditions or with any reduction that may be allowed under the procedures of Local Upgrade Approval or variance procedures of 310 CMR 15.401-415. 11. Specific Conditions for Disposal-Only Alt. SAS Technologies a) In a NSA, as defined in 310 CMR 15.215, Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a RSF or equivalent technology, as required by 310 CMR 15.202(1). Under this Approval, Disposal-Only Alt. SAS technologies shall not be installed in an NSA to serve facilities with actual or design flows of 2,000 GPD or greater unless installed in conjunction with a RSF or equivalent technology. b) For new construction or upgrades, a reduction in the effective leaching area may be taken in accordance with the conditions and limitations imposed by the approval of the Secondary Treatment Unit employed. (approved Alternative Chambers may be installed with or without aggregate for the disposal of effluent from an approved Secondary Treatment Unit, see paragraph I I(e) below.) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with the conditions and limitations imposed by the Remedial Use Approval of the Secondary Treatment Unit employed. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be made less stringent. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be combined with any reduction provided by this Approval or combined with any reduction that may be allowed under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. c) For the upgrade of a system, installations without secondary treatment are entitled to reductions in depth to groundwater or depth of naturally occurring pervious material only to the limits that may be allowed by the LAA under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. d) The use of aggregate as specified in Title 5, 310 CMR 15.247 is not required. Standard Conditions for Alternative Soil Absorption Systems Page 8 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 Chambers Specific Standard Conditions, e) The installation of approved Alternative Chambers with aggregate is allowed provided that it complies with the aggregate requirements of 310 CMR 15.247. However, when approved Alternative Chambers are installed with aggregate the reduction in effective leaching area provided by Standard Conditions II (8) and (9) is not allowed. Only when upgrading a system, approved Alternative Chambers installed with aggregate may be allowed a reduction in effective leaching area (up to 25%) under the limitations and procedures of a Local Upgrade Approval (310 CMR 15.401-405). f) Effluent pressure distribution shall be provided for actual or design flows of 2,000 gpd or greater and shall be designed in accordance with Department guidance. The effluent loading rates provided in 310 CMR 15.242(1)(b) for.pressure distribution may be utilized, but no reduction in the effective leaching area as may be provided under this Approval may be taken when using the loading rates for pressure distribution, as stated in the regulation. 12. All System control units, valve boxes, distribution piping, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 13. When pumping is required to a distribution box or to a SAS pressure distribution tank, the System pump chambers/tanks shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power, system freeze ups, backups, etc. Emergency storage shall be provided when pumping to discharge is employed, including but not limited to, pressure distribution. Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System including an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. 14. System control panel(s) including alarms and controls shall be mounted in a location always accessible to the operator (Service Contractor). Any System malfunction and high water alarms shall be readily visible and audible for the facility occupants and the. Service Contractor and shall be connected to circuits separate from the circuits serving the operating equipment and pumps. 15. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back up or break out. 16. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 17. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for ponding. The pipe shall be capped with a screw type Standard Conditions for Alternative Soil Absorption Systems Page 9 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred) Facilities with multiple SAS's shall have an inspection port in each. 18. Upon submission of an application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the Local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if. required by the Special Conditions for an approved Technology; c) certification by the,Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: i. has been provided a copy of the Title 5 I/A technology Approval, the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; ii. for Systems installed.under a Remedial Use Approval, the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); iii. if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; and iv. whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 19. The System Owner and the Designer shall not submit to the LAA a DSCP application for the use of a Technology under this Approval if the Approval has been revised, reissued, suspended, or revoked by the Department prior to the date of application. The Approval continues in effect until the Department revises, reissues, suspends, or revokes the Approval. 20. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person .certified or trained by the Company to install the System. 21. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the LAA, and the System Owner that (s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by.the Company. 22. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual, the O&M manual, and a copy of the Approval. Standard Conditions for Alternative Soil Absorption Systems Page 10 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 23. Prior to the issuance of a Certificate of Compliance the following shall be provided: a) the System Installer and Designer must provide certification in writing to the LAA that the System has been constructed in compliance with the terms of the Approval; and b) For System pgrades installed under a Remedial Use Approval the System Owner shall provide a copy of record and/or register the Deed Notice required by 310 CMR 15.287(10), to the LAA. The Deed Notice shall be completed as follows: i. a certified Registry copy of the Deed Notice bearing the book and page/or document number; and ii. if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 24. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. a) If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and b) When a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements, unless a later time is allowed in writing by the Department or the LAA. III. Operation and Maintenance l. For Systems with design flows of 2,000 gpd or greater where the effective leaching area installed is less than 75% of that required by Title 5 (310 CMR 15.240(4)), measurement of the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be performed once per year by means of the inspection port(s) and any other available access to the distribution system. Inspector must be an Approved System Inspector. 2. Whenever an Alt. SAS system's inspection port ponding depth is measured and indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding within the SAS is above the invert of the distribution system, the System Owner shall be responsible for the submittal to the LAA within 60 days of the follow-up inspection, a written evaluation of the System with recommendations for changes in the design, operation, and/or maintenance. The Standard Conditions for Alternative Soil Absorption Systems Page 11 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 written evaluation with recommendations shall be prepared by a Designer and the submission shall include all monitoring data and inspection reports for the previous 3 years. Recommendations shall be implemented, as approved by the LAA, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IVA. 3. For Systems less than 2,000 gpd or facilities where the effective leaching area installed meets the requirements of Title 5, the System shall not be required to be inspected at any greater frequency than would be required if the facility was served by a conventional system, unless the LAA, Company, or Designer requires more frequent inspection. 4. If at any time a septic system with an Alt. SAS is inspected by a System Inspector, the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) depth of ponding within the SAS; e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system had been pumped with date(s) and . volume(s) pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events, the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis and results of previous samples, if any k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 5. The System Owner shall maintain copies of any service records or inspection reports and all reports and notifications to the LAA for a minimum of three years. 6. Unless directed by the LAA to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the Standard Conditions for Alternative Soil Absorption Systems Page 12 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a), items 1 or 2 (sewage backing up into facilities or breaking out to the surface). IV. Additional System Owner Requirements 1. For System upgrades installed under Remedial Use Approval, prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System'Owner shall provide written notice, as required by 310 CMR 15.287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the LAA within 10 days of giving such notice to the transferee(s). 2. The System Owner shall not install, modify,upgrade, or replace the System except in accordance with a valid DSCP issued by the LAA which covers the proposed work. 3. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner shall be responsible for the notification of the LAA within 24 hours of such determination. 4. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the System Owner shall provide written notification within five days, describing corrective measures to the local board of health and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit and, if training is required, the Installer shall be certified by the Company as qualified to install the System. 5. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the System Owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. r Standard Conditions for Alternative Soil Absorption Systems Page 13 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 6. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. V. Company Requirements 1. The Approval shall only apply to the model unit(s) with the same model designation(s) specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the unit(s), installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit(s) as applicable. The Company shall be responsible for verification of the appropriate model unit(s) as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in the Approval. 2. Prior to submission of an application for a DSCP, the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An owner's manual and,-if alarms are provided, including response procedures; c) A copy of the Company's warranty; and d) If training or certification is required by the Company, lists of qualified Designers, Installers, and Service Contractors. 3. Prior to the submission of an application.for a DSCP, for all nonresidential Systems and any System with a design flow of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use,of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. If the Company requires trained or certified Designers, Installers, or Service Contractors, the Company or its authorized agent shall make available programs of training and continuing education, as necessary. The Company or its authorized agent shall maintain, annually update, and make available by February 15t' of each year, lists of trained or certified Designers, Installers, and Service Contractors. If training or certification is required, the Company shall not sell the Technology to an. Installer unless the Installer is trained or certified to install the System by the Company. Similarly, if training is required, the Company shall ensure distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. r Standard Conditions for Alternative Soil Absorption Systems Page 14 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 5. As part of any training programs for Designers, Installers, or Service Contractors, the Company or its authorized agent shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 6. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 7. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents, prior to any sale of the System. 8. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 9. Within 60 days of issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all distributors and resellers of the System. 10. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. 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 maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; c) an owner's manual and, if alarms are required, including alarm response procedures; d) a copy of the Company's warranty; and Standard Conditions for Alternative Soil Absorption Systems Page 15 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 e) if training or certification is required, lists of qualified Designers and Installers. 12. The Company shall maintain the following additional information for `Treatment with Disposal' Systems installed in Massachusetts, and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed, the Owner's name and mailing address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow, the model installed; and b) the installation date, start-up date, current operational status. 13. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. VI. General Requirements 1. Any System for which a complete Disposal System Construction Permit ("DSCP") Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to'cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. I EXCERPT FROM BOARD OF HEALH MEETING MINUTES ON APRIL 25, 2017: A. Jonas McCray representing Peter Gross and Melissa Gross McCray, owners — 2 Lake Drive, Centerville, Map/Parcel 230-075, failed septic system, two variances requested, Cultec proposed. Jonas McCray and David Thulin, Engineer, presented the engineering plan dated March 6, 2017 with four setback variances, a four feet separation from soil absorption system to high groundwater table in lieu of five feet, and a variance request to install the septic tank inlet and outlet less than twelve inches (but more than one inch) above the estimated high groundwater table. David Thulin has been monitoring the water levels since 2012 and is proposing the wall for the mounted system be one foot lower based on the water levels seen during this period in an effort to minimize cost. Dr. Canniff explained the Board uses the 34.8" water levels which is the highest recorded level (recorded back in 2004-2005). The septic tank is not monolithic, however, the pipes will be sealed (referencing #8 on page 11). Mr. Thulin also mentioned the Town has a pipe running through the property and it is at 34.9" from groundwater. Mr. McKean said the staff has no problem with the variances and suggests requesting a four-bedroom deed restriction be recorded. Last summer, the Board had issued another repair deadline extension of May 15, 2017. A septic report dating back to April 24, 2012 stated the system had failed saying the leaching field was not working. The engineer and the owners said there has been no evidence of it backing up at all during this time. Mr. McCray said the property is only used approximately two months of the year. The,applicant asked if the work could be held off until the fall as the neighbors and owners would appreciate it. Upon a motion duly made by Dr. Canniff, seconded by Dr. Guadagnoli, the Board voted to grant the variances on the plan dated March 6, 2017 and grant a deadline extension to December 31, 2017 with the following conditions: 1) record a four- bedroom deed restriction at the Barnstable County Registry of Deeds, and 2) submit an official copy of the deed restriction to the Public Health Division. (Unanimously, voted in favor.) 1 t . AA- - pF THE Tp� DATE: H� 0 FEE A * BARN STABLE, + y MASS. �a 16 �� •� REC. BY Town ®f Barnstable / I SCHED. DATE:���2 ` 1�/ Bard ®f Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul.l.Canniff,D.M.D. VA-WANCE REQUEST FORM LOCATION Property Address: 2 LAKE DRIVE Assessor's Map and Parcel Number: 2 3 0/7 5 Size of Lot: 21, 7 0 0±S F Wetlands Witlun 300 Ft. Yes X Business Name: N/A No Subdivision Name: Wequaquet Estates APPLICANT'S NAME: 2 Lake Dr. Realty Tr. Phone 508-282-1852 Did the owner of the property authorize you to represent him or her? Yes No Applicant is owner PROPERTY OWNER'S NAME CONTACT PERSON Name: 2 Lake Drive Realty Trust Name: Jonas McCray GROSS, PETER & MCCRAY, Address: MELISSA GROSS TRS Address: 1 WEBSTER LANE, WAYLAND MA, 01778 1 WEBSTER Phone: WAYLAND MA, 01778 Phone: 508-282-1852 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Barns. Code Sec. 360-1 Unable to provide reqired wetland setback 310CMR 15.227(5) Unable to provide required separation septic tank outlet invert to est. high G 15.212: Depth to Groundwater Reduce height, cost and visual impact of required retaining wall NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System L� Checklist (to be completed by office staff person receiving variance request application) Please submit copies in 4 separate completed sets. X Four(4)copies of the completed variance request form X Four(4)copies of engineered plan submitted(e.g.septic system plans) X Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian na Four(4)copies of labeled dimensional floor plans submitted,(e.g.house plans or restaurant kitchen plans) X Signed letter stating that the property owner authorized you to represent him/her for this request , X 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) na Full menu submitted(for grease trap variance requests only) X Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) X Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul.I.Canniff,D.M.D. C:.\cache\Temporary Internet Files\OLKAE\VARIREQ.DOC f 2 LAKE DRIVE, CENTERVILLE — REGULATIONS FOR VARIANCE BARNSTABLE CODE -ARTICLE I Setback Requirements [Adopted 5-27-2003, effective 6-13-2003 (Section 1.00 of Part VIII of the 1991 Codification as updated through 6-1-1996)] § 360-1. Location of components with respect to water bodies. Unless otherwise specified by the Board of Health, all soil absorption systems, leaching facilities, septic tanks, disposal fields, or other sewage disposal system components hereafter constructed shall be so located that a distance of not less than 100 feet shall intervene between any bordering vegetated wetland (as defined within 310 CMR 15.002 of the State Environmental Code,Title 5,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage)and/or watercourse including brooks,ponds, salt and fresh water marshes,bogs, streams, coastal banks, lakes or spring high water mark of tidal waters and any portion of any soil absorption system, leaching facility, septic tank, disposal field,or other sewage disposal system component. TITLE 5 310 CMR 15.227 (5)The inlet pipe elevation shall be no less than two inches nor more than three inches above the invert elevation of the outlet pipe. The inlet and outlet invert elevations shall be at least 12 inches above the high groundwater elevation. If high groundwater(redoximorphic features) is determined by soil evaluation in accordance with 310 CMR 15.100 through 15.107 at the proposed location of the septic tank, the Approving Authority may reduce the 12 inch required separation,but in no cases shall it be reduced to less than one inch above high groundwater as determined by redoximorphic features. 15.405: Contents of Local Upgrade Approval (1) In granting local upgrade approvals pursuant to 310 CMR 15.404(2) where full compliance as defined in 310 CMR 15.404(1) is not feasible,the Approving Authority shall consider the impact of the proposed system and shall vary to the least degree necessary the requirements of 310 CMR 15.100 through 15.293 so as to allow for both the best feasible upgrade within the borders of the lot, and have the least effect on public health, safety, welfare and the environment. Under a local upgrade approval, the Approving Authority is allowed to diverge from the goal of full compliance only to the extent necessary to achieve a feasible upgrade and may allow divergence only from those provisions, and to the extent, as specified in 310 CMR 15.404(2) and 15.405(1). In determining whether full compliance is feasible,the Approving Authority should appropriately consider not only physical possibility as dictated by the conditions of the site,but also the economic feasibility of the upgrade costs. The Approving Authority should emphasize protection of water resources and treatment of the sanitary sewage. Absent conditions which would result in a different outcome based on best professional judgment, the options set forth below should be considered in the order in which they appear with 310 CMR 15.405(l)(a)being the first option to be considered and rejected or adopted and 310 CMR 15.405(l)(k)being the last option to be considered and rejected or adopted: (a) Reduction of system location setbacks otherwise established in 310 CMR 15.211 for property lines provided that the system is within the property lines, a survey of the property line is required if a component is to be placed within five feet of the property line, and no such reduction shall result in the soil absorption system being located less than ten feet from a soil absorption system on an abutting property; (b) Reductions of system location setbacks from cellar wall, crawl space, swimming pool, or slab foundations; an increase in the maximum allowable depth of system components David C. Thulin, PE PLS 1 Er .. 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USPS postmark:If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature), of this label,affix It to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Forth 3800,April 2015(Reverse)PSN 7530-02-000.9047 Cr Ir 04 r-I I_I U1 Certified Mail Fee $3.35 .074 $ c C3 Extra Services&Fees(check box,add fee O ❑Return Receipt(hardtop» $ O ❑Return Receipt(electronic) $ O ❑Certified Mail Restricted Delivery $ $0 111�f w ere O []Adult Signature Required $ ❑Adult Signature Restricted Delivery$ ti o Postage $i 1.49 U� es Total Postage and e \I "tit o Ve.59 $ —0 Sent To n.n V-a ra I�-Y d------ ._4 5-be�! ---------=-------- O StreetandApt.No.,orFd§okl1(0. r- 3 n/t'4 fL.,'v". 1 G Aj --- t- ------------------------------------------------------------------- ary�'r�'1t-1 M+ I a 0 :,r r r, ,rr• Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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USPS postmark:if you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Form 3800,Apri12015(Reverse)PSN 7530-02-000.9047 SENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3. A. Si e IN Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received b Printed Name) Date of Delivery or on the front if space permits. � 1. Article Addressed to: D. elive 'adarl6skdifferent fr m Item-1 2 ❑Yes It 11 en a addre s belowA ❑ No 4 z YA) 1 I ce) y. )�LJnl I INk'gS41 (yL 7j -A) 2f LA w v a Z L ^� i���ib, :0-; �f W y L j J/ M 4 0 3. Service Type ❑Priority Mail Express® II IIIIII IIII III I II II II 11 jj Jjj I IIIII II I III ❑Adult Signature ❑Registered Mall TM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted V Certified Mail® �/Delivery 9590 9402 2569 6306 1298 89 ❑Certified Mail Restricted Delivery U1 Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from.service label)_ - _- _. ❑Collect on Delivery Restricted Delivery ❑Signature CohfirmationTM -- -- —-- — - - ail ❑Signature Confirmation 7 016 0 910 0000 0775 1996 '_)il Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt w. 11SPc3! W;a First-Class Mail Postage&Fees Paid USPS ' Permit No.G-10 9590 9402 2569 6306 1298 89 United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service f-/o J4,v95 (MiG29l oA/E WA4 L9Ne III#'1## lilill lli3#psii-id-lip:j,il#'=t�1#I�#.j�;� I COMPLETE-THISON • ON ON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑�fAgent so that we can return the card to.you. C'a Qressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date f 1) livery or on the front if space permits. ^✓ , i l f 1. Article Addressed to: D. Is delivery address di Brent from item 1? Yes �I ti 1 14+ 14+ !e Qc I If YES,enter delivery address below: ❑ No I LAKc✓JRkre, IAL,,-IkyTG,�� ; 19 �4-0,da-j 5+A.-- - >�°�� AA+ 3. Service Type ❑Priority Mail Express@ �I I IIIIII IIII III I II II II i I I I i II I II III II I I III ❑Adult Signature ❑Registered MalIT11 El Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail@ elivery 9590 9402 2569 6306 1298 96 ❑Certified Mail Restricted Delivery �etum Receipt for ❑Collect on Delivery Merchandise 2. Article Number,(r'iansfer from service label) _ ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationT Mad O Signature Confirmation 7 016' 0910`' 0 7 7 5 �2 0 0 9 '` Mail Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I First-Class Mail K Postage&'Fees Paid USPS Permit'No. -10 9590 9402 2569 6306 1298 96 United States •Sender:Please print your name,address,and ZIP+4®in i Postaftery ce I �/} 2 t fk-L I/�1JC VU 6 Nf' 1NCLi) ^ 9 n C vv I-,� 4 o 2 Lake Drive Realty Trust One Webster Lane Wayland, MA 01778 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 March 27, 2017 Re: 2 Lake Drive; Septic Replacement Dear Board of Health, The undersigned are the Trustees of the 2 Lake Drive Realty Trust, a Massachusetts realty trust (the "Trust"). Please be advised that Jonas D.L. McCray is an authorized representative of the Trust in connection with all matters concerning that certain property located at 2 Lake Drive, Centerville, MA 02632, including without limitation, any Variance Requests and/or Requests for Determination of Applicability. Please note further that the undersigned received and reviewed a copy of the Title 5 I/A technology approval as noted on the "Checklist/Quick Reference Guide for: Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use." Additionally, enclosed please find a check for$150 payable to the Town of Barnstable to cover the cost of the Health Department Plan Review. Very truly yours, 2 Lake Drive Realty Trust By. By: elissa G. McCray,Trustee Peter D. Gross,Trus(ee A knowledged: s D.L. cCray S °g 6 ) ZS Z. /9 5 2- cc: David Thulin, PE PLS(via email: dcthulin@alum.wpi.edu) r Health Master Detail Page 1 of 1 ast Parcel:230-075 Location:2 LAKE DRIVE,Centerville Owner:GROSS,'PETER&MCCRAY,MELISSA GROSS TRS �:. Septic 1 New Septitx. t , Permit number: .. �- Permit type: Sel2ct t e v�, Complete system: YP Yp � P Y ❑. ,_.. ( Issue date: d Complete date t I«. .Septic tank size: f _ Type/Size of SAS:. .,G r " Installer:I Select Installer � < • Card on file I/A service type: Select serVlCe Innovative/Alternative Technology type: Sel2ct m type Ell I I Variance date: dI Abandon complete date: z Abandon permit number (' s Repair deadline date: 6/16/2014s Repair notification date: 4/16/2014 ; Keyword _. u I Comments: e tic created for septic inspection -. Delete Sp i Inspection 4/24J2012 New Mspect"an .�'' ,Number Inspection Date Inspector _ Resultm (72-09� W 4/24/2012 Sears,James D. v F(Fail) v I I The following condition(s)are occurring: I ❑ discharge or ponding of effluent to the surface of the ground ❑ pumping more than 4 times during the last year NOT due to clogged or obstructed pipe { ❑ backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool 1 ❑ static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ ❑ any portion of the SAS,cesspool,or privy below high groundwater elevation ❑ any portion of the cesspool within a Zone 1 to a public well 1 ❑ any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis Received Date Comments SAS Needs Repair Orangeburg pipe needs to be_ Delete QpeCtiOn replaced. - 60 Days. jmf Perc Test 5/10/12- 2nd ltr 4/16/2014.jmf. Owner's email (from Tax: 1' . melissagmccray@gmail.com) (Melissa's husband,Jonas, 508- _ ....--.-- i to move BOH from A r12, to282-1852,sent request 6/11/2012 „ 1 4:, May10,2016 and will come and meet w/inspectors/tm w/ engineer's plan. Currently, David Thulin, engineer has been monitoring water levels as they believe levels used in septic inspection not accurate_ (however, still ,has damages DBox and roots in line of to SAS).-slc xt' Save Septic Changes' _�" Retur to Cookup, " ____..... _ ._...... . http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=230075 3/15/2017 i Crocker, Sharon From: Crocker, Sharon Sent: Tuesday, April 12, 2016 10:32 AM To: McKean, Thomas;Wayne Miller, M.D. (wamdoc@verizon.net) Subject: FW: Barnstable Board of Health agenda/ 2 Lake Drive Centerville 2 LAKE DRIVE, CENTERVILLE Please see attached. (requested move to MAY 10 BOH) From: Jonas McCray [mailtoJonas mccray@hotmail.com] Sent: Tuesday, April 12, 2016 10:29 AM To: Crocker, Sharon Cc: 'melissa mccray' Subject: RE: Barnstable Board of Health agenda/2 Lake Drive Centerville Hi Sharon, as discussed-please let this email serve as a request from Melissa and I to move the hearing on the matter concerning our summer home (5 bed room septic, which we use 2.5months out of the year, 3-4people max) at 2 Lake Drive to the next Board meeting. Our engineer David Thulin from East Sandwich has been monitoring the water levels of the lake, and had drawn up two scenarios for replacement septic systems. In the meantime, we will set up a meeting with the Board of Health Office to discuss further. Please contact us if you need further info. Best regards Jonas & Melissa McCray One Webster Lane Wayland, MA 01778 508-282-1852 From: melissa mccray [ma i Ito:melissagmccray@Bmail.com] Sent:Tuesday, April 12, 2016 9:32 AM To:Jonas McCray<ionas mccray@hotmail.com> Subject: Fwd: Barnstable Board of Health agenda Begin forwarded message: From: "Crocker, Sharon" <sharon.crockergtown.barnstable.ma.us> Date: April 11, 2016 at 5:03:17 PM EDT To: <melissa 1� a gmail.com> Subject: Barnstable Board of Health agenda TO: Melissa Gross McCray and Peter Gross: 1 Attached is the agenda for our Board meeting tomorrow,Tuesday, April 12, 2016 NOTE: This meeting is being held in the Selectmen's Conference Room. See you there, Sharon I 2 BOARD OF HEALTH VARIANCE REQUEST ABUTTER NOTIFICATION LETTER DATE: 7 RE: Upcoming Barnstable Board of Health Public Hearing To Whom It May Concern, As an immediate abutter of a proposed project,please be advised that a Variance Request application has been filed with the Barnstable Board of Heath APPLICANT: 2 Lake 'Drive Realty Trust Peter Gross & Melissa McCray, Trustees PROJECT ADDRESS OR LOCATION: 2 Lake Drive, Centerville, MA ASSESSOR'S MAP&PARCEL: MAP 230 PARCEL 75 PROJECT DESCRIPTION: Replace septic stem P P Y Construct a new septic system with septic tank, pump chamber and raised soil absorption system. a. Temporary construction of erosion control and siltation barriers. b. Remove existing septic system components, existing shed, trees and shrubs as required. c. Construct system including excavation dewatering as required. d. Final grading and site restoration. APPLICANT'S AGENT: Jonas McCray 508-282-1852 PUBLIC HEARING: Barnstable Town Hall,367 Main Street, Hyannis Hearing Room-2nd floor DATE: TIME: NOTE: Plans and application describing the proposed project are on file with the Board of Health(508-862-4644) 2/16/2017 AbutterReport Conservation Request for Determination (RDA) Abutter List for Map & Parcel(s): '230075' Property owners actually touching on the subject parcel upon which work is proposed. Total Count: 3 Close PINKOFSKY ALYN{& ALYN PINKOFSKYNb MMA 230074� NORM UWOOD LANE ' 3 24/159 N r 6�57E EN RANEI TRS REtIOCjBLE TRUST €? 7 8 291 V . _. ...�. .__.._._._ ,,,,,, . --,a\�.. I. GROSS,PETER& 2 LAKE DRIVE REALTY 76 WASHINGTON SUDBURY,MA 230075 MCCRAY,MELISSA TRUST DRIVE 01776 26786/322 GROSS TRS 230076� PIERCE MARTHA EaTR 4LAKE 17RIVE REALT' 1 GARI3E STREET �ONNtP 02114 ( 26091/Y62 - �.�....:.F,..._.- This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessors database as of 211612017. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=RDA 1/1 Town of Barnstable Geographic Information System February 16,2017 230062 230072 #116 #149 230063 #122 � 230057 #127 230073 #139 A�, 230060 #110 230056 ;<.- 230074 It 117 #122 230055 #107 J5 i SkSY S 230075 #2 # Q+ 230041 Of 230040 230076r 230442 h 230077 #30 230039 230054 #73 3 Feet #15 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal neap:230 Parcel:075 Conservation Request for Determination(RDA) Selected Parcel Q boundary determination or regulatory interpretation. Enlargements beyond a scale of 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Property owners actually touching on the subject parcel upon are only graphic representations of Assessor's tax parcels. They are not true property which work is proposed. Abutters boundaries and do not represent accurate relationships to physical features on the map < such as building locations. Buffer `,`�, Note to File: 2 Lake Drive, Centerville Failed Septic and was given an extension until 12/31/17 for repair. 12/1/17 Septic Permit was taken out 11/30/17 Dr. Canniff called to say they are clearing the area of trees and are working on the septic. No need to send letter if not sent yet. No letter sent as I has verbal with husband (Jonas) and he sent me deed restriction and I saw he was making progress. L. TOWN OF BARNSTABLE C/ LOCATION (—A1�e J21 SEWAGE# 4 �� VILLAGE C0,11p1 W1 I; ASSESSOR'S MAP&PARCEL 9S/ INSTALLER'S NAME&PHONE NO. ,�j,.�✓F�o✓!.`sr' CrastS d SEPTIC TANK CAPACITY %f`2�y t /low --ho G/.t. LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER SS° -rf- C ' PERMIT DATE: COMPLIANCE DATE: �e U Separation Distance Between e: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) r Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility Feet FURNISHED BY U ool� V C16 rNo. I ' q 3-2� T.T Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for Migogar *pgtem Com5tructiou i3ermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. jj CCA f'{v';� Owner's Name,Address and Teel..No.. r L4L=G/�Yl✓G /-Q Y C?VoS5 G /'( HcC�[� S Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 7T 13%3-Oq 41 Designer's Name,Address and Tel.rt�3o. rj'6$M 8�•Z34v� zir H�/r �L'Gtaclt G'.J'�„clwicl►, /IA lIZ5�7 Type of Building: Dwelling No.of Bedrooms + Lot Size 2 I 0 sq.ft. Garbage Grinder AA Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow />742 gallons. Plan Date Number of sheets l Z, Revision Date Title r ✓� Size of Septic Tank / Type of S.A.S. Description of Soil PA�� Y r s ZIP i'A L S "Z8 ; � •5 Z�—J20 Natu e o epairs or Alterations Answer when applicable) /C -e c S . Date last inspected: Z®/Z_ Agreement: The undersigned agrees to ensure the construction and intenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t e nvir en al Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this d o th. Signed Date 1 Application Approved by Date o Application Disapproved fo a fo owing ns Permit No. Date Issued Ir / r;}i•r'J No.- I �J f i �a Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Yes i ' Application for Mi.5pOgal *pftem Congtructiun Permit Application for a Permit to Construct( )Repair )Upgy ade( )Abandon( ❑Complete System ❑Individual Components Location Address or Lot No. GZTi ( Owner's Name,Address and Ted No. prl vc r't `/�e�cY Assessor'sMap/Pazcel 2e) _;�� ,,lll// f / Installer's Name,Address,and Tel.No. 7P4 313-Oq 41 Designer's Name,Address and Tel,N.Q. �d(}-8A� Z34.5- d �a�or u i errs Ir e o� P�ey1a/G 71 t 1,ti, /yA 11Z 7 dl S of/a t , �1� 0 56? z/I �fi/J �rr1, .J'�ir�cJcv��►, 37,�crv,c�/f'oa a n , Type of Building: Dwelling No. of Bedrooms + Lot Size 2 / sq.ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 4 gallons. Plan Date N a v I r. 2XI 1 Number pf sheets Revision Date Title !r(,L- �G LG = ✓G 1-7 ✓ 1)G, Size of Septic Tank' 1".�'-00 0,01 // Type of S.A.S. G + CACAmbees Description of Soil r y� r Nature o lRepairs or Alterations Answer when/applicable) %/� / G SAS 6V J C rrl /7 Y1 G fi G 1 .� S Date last inspected: 70/Z.— Agreement: The undersigned agrees to ensure the construction and-Alintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 oft Envvir.nm tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issu�t�lhfld o �alth. 117 Signed a•'r Date G� Application Approved b .s° Date v ZOI Application Disapproved f the owing Laso s 8 , a 1 Permit No. �b i­q q 3,3 Date Issued It 1.30 X 1 THE COMMONWEALTH OF MASSACHUSETTS y BARNSTABLE, MASSACHUSETTS Certificate Of COmptiance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) bandoned( ) by-TW 1 J+JMe0A)/S 1 ;tyo: Mi L."�l'D at 4 Y P,- 'Z���l[t.467 has been 3�J constructed in accordance with the provisions,of Title 5 and the for Disposal System Construction Permit No. 41' q 3 dated///� 2,0f"7-" Installer Designer ` The issuance of thierj it shall no be nstrued as a guarantee that the sys 11 f ti a es' ned. I Date a -- �� Inspector ... _._ No. e =-- -I�3 =--=------------`I ----=—Fee ! W� `. 00 THE COMMONWEALTH OF MASSACHUSETTS 1 PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Xh6pozar *pztem COtt$truction Permit Permission is hereby granted to Con truct( )Repair( )Upgrade O Abandon( ) System located at rL� and as described in the above Application for Disposal System Construction Permit. The applic�recog-nizes,his/her duty to comply with Title 5 and the following local provisions or special conditions. C Provided: Construction must be completed within three years of the date of this ermit..i , Date:_._ / 30 Approved by —�' Town of Barnstable tow Regulatory Services ti Richard V.Scali,Interim Director swar+srws�, ,AR& Public.Health Division 9�'i°rEec�`0$ Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: 2 LAKE DRIVE, CENTERVILLE, MA 02632 Assessor's Map\Parcel: 2 3 0/7 5 Property Owners Name: 2 Lake Drive Realty Trust, Peter Gross & Melissa McCray, Trustees In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes N1A ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) 0 ❑ I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual El 0 For Systenns installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner,as required by 310 CMR 15.287(5) 0 ❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted K ❑ Whether or not covered by a warranty,I understand the requirement to repair;replace, modify or take any other action as required by the Department or the LAA,if the Department or the LAA determines the System to be failing to protect public health and safety and the environment,as defined in 310 CMR 15.303 2 La e Drive Realty Trust, by Peter Gross & Melissa McCray, Trustees to comply with all terms and conditions above. Property Owners printed name All ) 4 roperty wt gnature ate Note: This form must be submitted along; with the septic system disposal works permit application for all IW systems including) new construction rep:urslupg:rades, with and Without auurepate (stone) and with conventional design criteria or credited design criteria. Q.%Septi61A homeowner certification.doc � 1 Town of Barnstable FfHE 1p� do Regulatory Services Richard V. Scali, Interim Director • BMWSTABLE, + MASS. g Public Health Division i639. iOrEe►�% 0. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 1 2 3 18 Sewage Permit# _--. Assessor's Map\Parcel 2 3 0/7 5 Designer: David C. Thulin, PE PLS Installer: J. Iadonisi Construction Address: 211 Mill Road Address: 371 Service Road East Sandwich, MA 02537 Sandwich, MA 02563 On J. Iadonisi Cons t . was issued a permit to install a (date) (installer) septic system at 2 Lake Drive based on a design drawn by (address) David C. Thulin,, PE PLS _ dated Nov. 15, 2017 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. (All system components are installed and functioning as of this date. Final cover, grading and landscaping is pending weather permitting. ) I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. X I certify that the system referenced above was constructed in compliance with the terms of the I\A appro al letters (if applicable) IfA A. DAVI 1 ThDLIN . staller's Signature) �, No.21s37S y ` 9 CIVIL ,o co (Designer's Signature) (Affix Design6F§' tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc e-k 3i=r925 F•s 18c! -t6C,172 11-28-20 17 od 02 = 5 r, DEED RESTRICTION WHEREAS, 2 Lake Drive Realty Trust of One Webster Lane, Wayland,MA 01778 (the"Owner") is the owner of 2 Lake Drive, Centerville, MA 02632(the"Property")duly recorded in the Barnstable County Registry of Deeds in Plan Book 26786 and Page 322; WHEREAS, the Owner has agreed with the Town of Barnstable Board of health to a restriction as to the number of bedrooms which can be included in any home located on the Property as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a permit and/or approval of a plan for the construction of septic system to service a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the Property be put on record with the Barnstable County Registry of Deeds by recording this Deed Restriction;and NOW, THEREFORE, the Owner does hereby place the following restriction on the Property in accordance with the Owner's agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: The Property may maintain, or have constructed, upon the lot a house containing no more than four(4) bedrooms. The Owner agrees that this shall be a permanent deed restriction affecting the Property. �r Executed as a sealed instrument I day of October,2017. 2 Lake DP' Realty Tr s By: - eter D. Gross,True By: ✓��/ ' N elissa G. McCray,Trustee COMMONWEALTH OF MASSACHUSEYFS sr Middlesex County,ss October 31 ,2017 Then personally appeared the above-named Peter D. Gross,Trustee of 2 Lake Drive Realty Trust known to me to be the person who executed the foregoing instrument and acknowledged the same to be his free act and deed, before me,,.} sZ�, PENELOPE M. BRENNAN ����✓� 1 7�/ /�� Notary Public A" � 1 COMMONWFNTHOFMASSACHUSEUS Notary Public \{`T�// My Commission Expires .3 My commission expires: �C) 0,)� March 30, 2023 Then personally appeared the above-named Melissa G. McCray, Trustee of 2 Lake Drive Realty Trust known to me to be the pers n who executed the foregoing instrument and acknowledged the same to be his free act and deed, before me, PENELOPE M. BRENNAN NotaryPublic J `7D ) /�J 3 ♦ � Notary Public My commission expires: J Ct L COMMOMVEALMOFLLASSACHUSMS My Commission Expires March 30, 2023 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register THE FOLLOWING IS/ARE THE BEST � IMAGES FROM POOR it QUALITY ORIGINAL (S) im DATA f P.k 31-1925 F'9 18/J =61-1 572 1 1—28-2C117 a 02 = SSP �.. RECEIPT BARNSTABI_E COUNTY REGISTRYO17 OF DEEDS57.5 DEED RESTRICTION JOHN F. MEADE, REGISTER Trans#: 299949 Oper:ALICE Trust of One Webster Lane, Wayland, MA 01778(the"Owner") is the JONAS 02632 (the"Property")duly recorded in the Barnstable County Registry 2; Book 30925 Page: 180 Inst#:-60572 Ct14: 1029 Rec:11-28-2017 ® 2:55:21P d with the Town of Barnstable Board of health to a restriction as to the SARN 2 LAKE OR ed in any home located on the Property as a pre-condition to obtaining a DOC DESCRIPTION TRANS AMT onlpliance with 310 CMR 15.000 State Environmental Code Title V, ___ - ----- e Disposal of Sanitary Sewage; 1 GROSS PETER D RESTRICTION 10.00 able Board of Health, as a pre-condition to granting a disposal works County Fee $ 10.00 20,00 Surcharge CPA $20.00 40.00 compliance with 310 CMR 15.200, State Environmental Code,Title V, State Fee $40.00 5.00 e Disposal of Sanitary Sewage,and authorizing the issuance of a permit Surcharges Tech $5.00 ------- ion of septic system to service a single family home on this property, is Total fees: 75.00 riction on the number of bedrooms in any house constructed on the xxx Total charges: 75.00 ble County Registry of Deeds by recording this Deed Restriction; and CASH PMT pAy',EidT CASH 75.00 does hereby place the following restriction on the Property in �er h the Town of Barnstable Board of Health, which restriction shall run ,ssors in title: The Property may maintain, or have constructed, upon the lot a house containing no more than four (4) bedrooms. The Owner agrees that this shall be a permanent deed restriction affecting the Property. �r Executed as a sealed instrument day of October,2017. 2 Lake D ' Realty Tr s By:ieter D. Gross,Tru By:U / elissa G. McCray,Trustee COMMONWEALTH OF MASSACHUSETTS >� Middlesex County,ss October 3 l' ,2017 Then personally appeared the above-named Peter D. Gross, Trustee of 2 Lake Drive Realty Trust known to me to be the person who executed the foregoing instrument and acknowledged the same to be his free act and deed, before me,. r J �j•y]/ S4 PENELOPE M. BRENNAN &4VU41— ra,pppNotary Public Notary Public COMMONWEXT�i OFmmiss onSSAC ices S My Commission Expires My commission expires: .3 20 o')'? March 30. 2023 Then personally appeared the above-named Melissa G. McCray, Trustee of 2 Lake Drive Realty Trust known to me to be the pe714 n who executed the foregoing instrument and acknowledged the same to be his free act and deed,before me, / �,��� � Notary Public Y, E$ IylLOPE M. BRENNANry l Notary Public My commission expires: `�0 d ✓ J 3 ONWEAUHOFMASSACHUSETTS COmmISS10n Expires March 30. 2023 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register i Lc.`ice �2 . �=S? ems''V ✓rta. Crocker, Sharon From: Jonas McCray <jonas_mccray@hotmail.com> Sent: Tuesday, November 28, 2017 3:27 PM S� To: Crocker, Sharon Cc: jefficonstruction@gmail.com Subject: 2 Lake Dr Centerville/Recorded Deed Restriction Attachments: Receipt Deed Restriction 2 Lake Dr..pdf; ATT00001.txt; recorded deed restriction 2 Lake Dr..pdf, ATT00002.txt Hi Sharon, attached please find a copy of the recorded deed restriction for 2 Lake Drive in Centerville. I've copied our septic contractor,Jeff ladonisi, because he is going to obtain the permit to complete the install of the system. Please let me know if you have questions or need further info. Thanks Jonas 1 low— ofIKE Town of Barnstable U.S.POSTAGE>>PITNEVBOWES f• Public Health Division 4 / RARN ABLE. ` 200.Main Street ' ZIP 02601 �' toMn Hyannis,MA 02601 $ ooO.q 65 02 4VV 00003.36455JUL. 28. 2016. r I -. Mr. Peter Gross & Melissa Gross McCray, Tr. 76 Washington Drive Sudbury, MA[111"774_ - N1,*)CIE- 01.5 FE IOOOsI/ �_ RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD BD: 02601400200{ *0269-014! 4.3-29-40 I �! I! I d� 4 11 11 4I fil 11 � 1.i� 111 1111 _W�0 Y� M.:; c �I�� I ► psi i lei! Illl ��I11�� it Il 1 i _ i i z 11 11 11 llll it llllll tllllll tl il' i 11 li � I iillt l �` �� ;. i .... .._ � - \ _ � , ,� �-: .� ��` r w'�6. �;. ! w\ " �_. t. rw 4 �, �� i .. v.:3!' �.�� 1 �OFTKE tOty� Barnstable k�n��a�ile BARI BLE, , D y MAS5. � pTf°µA�a, Town of Barnstable 2007 Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi ` July 26, 2016 v Mr. Peter Gross &Ms. Melissa Gross McCray, Tr. c/o Melissa McCray 76 Washington Drive One Webster Lane Sudbury, MA 01776 Wayland, MA 01778 RE: Failed Septic System / 2 Lake Drive Centerville MA Dear Mr. Gross and Ms. Gross McCray, You are granted an extension, until May 15, 2017, to repair or replace the failed septic system at 2 Lake Drive, Centerville, Massachusetts. The septic system failed an inspection on April 24, 2012. The Town of Barnstable Board of Health requires all failed septic systems to be repaired or replaced. On December 13, 2013 you were ordered to upgrade this system within six months. You failed to comply. A second notice was mailed to y6u on April 30, 2014 and a third one was mailed on July 9, 2014. You failed to comply with those orders from the Board of Health. You are ordered to replace or repair your failed septic system on or before May 15, 2017. Failure to comply with an order of the Board of Health may result in filing a criminal complaint against you at the Barnstable District Court. 0aul ORDER OF TH OARD OF HEALTH Ca f, Chairman Q:WP//Septic Repair Order 2 Lake Drive 2016.docx 14 pFIHE Tp Barnstable 4ip k BARN51ASLE. " y iNASS. � �p 1 39. ♦� 'Town of Barnstable 2007 Board of Health 20&Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi July 26, 2016 Mr. Peter Gross &Ms. Melissa Gross McCray, Tr. c/o Melissa McCray 76 Washington Drive One Webster Lane Sudbury,MA 01776 Wayland,MA 01778 RE: Failed Septie'System°/ 2�La'ke Di`ive,Centery le MA Dear Mr. Gross and Ms. Gross McCray, You are granted an extension, until May 15, 2017, to repair or replace the failed septic system at 2 Lake Drive, Centerville, Massachusetts. The septic system failed an inspection on April 24, 2012. The Town of Barnstable Board of Health requires all failed septic systems to be repaired or replaced. On December 13, 2013 you were ordered to upgrade this system within six months. You failed to comply. A second notice was mailed to y6u on April 30, 2014 and a third one was mailed on July 9, 2014. You failed to comply with those orders from the Board of Health. You are.ordered to replace or repair your failed septic system on or before May 15, 2017. Failure to comply with an order of the Board of Health may result in filing a criminal complaint against you at the Barnstable District Court. PE ORDER OF T OARD OF HEALTH aulaC , Chairman Q:WP//Septic Repair Order 2 Lake Drive 2016.docx , �4 -7 Town of Barnstable Board of Health 200 Main Street,.Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi May 18, 2016 Mr. Peter Gross &Ms. Melissa Gross McCray, Trustees 76 Washington Drive Sudbury, MA 01776 FINAL NOTICE of SHOW CAtJ HEARING Failed.Septic System/ 2 Fake D.r;<ve Centerville MA Dear Mr. Gross and Ms. Gross McCray, You are scheduled to appear before the Board of Health on Tuesday July 12, 2016 at 3:00 pm in the Town Hall, second floor Hearing Room, at 367 Main Street, Hyannis, Massachusetts due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you on April 30, 2014 and a third one was mailed on July 9, 2014. You again failed to comply with an order of the Board of Health. You also failed to appear at your show-cause hearing on May 10, 2016 hearing before.the Board of Health. You will be given the opportunity to testify,present witnesses, documentary evidence and, other official information regarding this case at the Show-Cause Hearing. Failure.to.comply.with.an,order,of the Board of Health may result in filing a criminal complaint against you at the Barnstable District Court. This is your final notice from this Office. PER RDER O THE BOARD OF HEALTH i Wa iller .D, Chairman QA2 lake Drive Final Notice 2016.docx Page 1 of 1 t ,v Y4 EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON MAY 10, 2016. I. Hearing — Septic Repair Peter Gross and Melissa Gross McCray, Trustees — 2 Lake Drive, Centerville, Map/Parcel 230-075, failed septic system. No one was present. There is correspondence in the file requesting the septic repair. Inspector Donald Desmarais stopped by the home and no one was there. Mr. McKean proposed a continuance until the June meeting. In April, Jonas McGraw wrote a request to move the item to May 2016 and said their engineer David Tu'lane"fias been monitoring the water levels and they will be setting up a meeting to meet with the Health Division. The Board stated that the current level is lower and will not benefit them. The Board noted they have a standard measurement of 34.8 which should be used regardless of the current water level. Upon a motion duly made by Dr. Miller, seconded by Dr. Canniff, the Board voted to send a notice that they are requested to come before the Board on June 14. (Further along in the meeting, the Board changed the hearing date to July 12, 2016.) The trustees' attendance is mandatory and they are expected to appear with a plan in hand for a replacement septic system. (Unanimously, voted in favor.) Q:\MINUTES\EXCERPT OF MINUTES\Excerpt BOH MAY 2016 2 Lake Or Cent Sept Repair.doc e / Crocker, Sharon From: postmaster Sent: Friday,July 01, 2016 3:38 PM To:' Crocker, Sharon Subject: Delivery Status Notification (Relay) Attachments: ATT9154960.txt; Board of Health Hearing -July 12, 2016 r(: 2Lake Dr, Centerville This is an automatically generated Delivery Status Notification. Your message has been successfully relayed to the following recipients, but the requested delivery status notifications may not be generated by the destination. melissagmccrav@gmail.com 1 1 Town of Barnstable a&&� Board of Health eA 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Imo' Wa eller,M.D. FAX: 508-790-6304 Paul Canniff;D.M.D. Junichi Sawayanagi� � �a CERTIFIED MAIL #7012 1010 0000 2848 1612 d,n ISSu2 March 8, 2016 G +,jltiz �./ t-� /1' Peter Gross &Melissa Gross McCray, Trs. 76 Washington Drive Sudbury, MA 01776 SHOW— CAUSE HEARING YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday,April 12, 2016 at 3:00 pm in the Town Hall, Selectmen's Conference Room, 2nd Floor at 367 Main Street, Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you on April 30, 2014 and a third one was mailed on my 9, 2014. YQu again failed to comply with an order of the Board of Health. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and the State of Massachusetts. However, as of this date,March 8, 2016, there has been no evidence of any work having been done. Any person who shall fail to comply shall be fined not less than $100.00 or more than $500.00. Each day's failure to comply with an order shall constitute a separate violation. . t .. Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Page 1 of 2 McKean, Thomas From: McKean,Thomas Sent: Tuesday, April 12, 2016 10:51 AM To: wamdoc@verizon.net Cc: Crocker, Sharon Subject: 2 Lake Drive Centerville Dr. Miller, Below is a status update regarding 2 Lake Drive. Recall that system has been failed since April 2012 due to the leaching pipe "falling apart" ..with.. "roots in the line" according to the report. This Office sent the owner multiple certified letters to repair the failed system over the years. Some letters were received and some were returned unclaimed. The owner was also scheduled to appear before the Board of Health on September 9, 2014. To date, the system remains failed. The owner apparently recently hired an engineer who is presently monitoring the lake and drawing up engineering plans. They asked for postponement until next month's meeting. TM From: Crocker, Sharon Sent: Tuesday, April 12, 2016 10:32 AM To: McKean, Thomas; Wayne Miller, M.D. (wamdoc@verizon.net) Subject: FW: Barnstable Board of Health agenda/ 2 Lake Drive Centerville 2 LAKE DRIVE,CENTERVILLE Please see attached. (requested move to MAY 10 BOH) From: Jonas McCray (mailto: ] Sent: Tuesday, April 12, 2016 10:29 AM To: Crocker, Sharon Cc: 'melissa mccray' Subject: RE: Barnstable Board of Health agenda/2 Lake Drive Centerville Hi Sharon, as discussed-please let this email serve as a request from Melissa and I to move the hearing on the matter concerning our summer home (5 bed room septic,which we use 2.5months out of the year, 3-4people max) at 2 Lake Drive to the next Board meeting. Our engineer David Thulin from East Sandwich has been monitoring the water levels of the lake, and had drawn up two scenarios for replacement septic systems. In the meantime, we will set up a meeting with the Board of Health Office to discuss further. Please contact us if you need further info. Best regards Jonas& Melissa McCray One Webster Lane 1 Wayland, MA 01778 508-282-1852 From: melissa mccray [mailto:melissagmccray@gmail.com] Sent:Tuesday,April 12, 2016 9:32 AM To:Jonas McCray<]onas mccray@hotmail.com> Subject: Fwd: Barnstable Board of Health agenda Begin forwarded message: From: "Crocker, Sharon" <sharon.crockerktown.barnstable.ma.us> Date: April 11, 2016 at 5:03:17 PM EDT To: <melissa mg ccrU@gmail.com> Subject: Barnstable Board of Health agenda TO: Melissa Gross McCray and Peter Gross: Attached is the agenda for our Board meeting tomorrow,Tuesday,April 12, 2016 NOTE: This meeting is being held in the Selectmen's Conference Room. See you there, Sharon 2 r f� �I Crocker, Sharon From: Crocker, Sharon Sent: Friday,July 01, 2016 3:54 PM To: Imelissagmccray@gmail.com' Subject: FW: Board of Health Hearing -July 12, 2016 re:..2!Lake Dr_, Centerville— Attachments: 2016_07_01_15_37_12.pdf Please see attached and I will forward an agenda once it is available at the end of next week. Thank you for your attention to this. Regards, Sharon Crocker Administrative Assistant r 1 i Crocker, Sharon From: postmaster Sent: Friday, July 01, 2016 3:38 PM To: Crocker, Sharon Subject: Delivery Status Notification (Relay) Attachments: ATT9154960.txt; Board of Health Hearing -July 12, 2016 re: 2 Lake Dr, Centerville This is an automatically generated Delivery Status Notification. Your message has been successfully relayed to the following recipients, but the requested delivery status notifications may nr be generated by the destination.' melissagmccray@gmail.com 1 U.S.POSTAGE>>PtTMEK souyEs a•IKE rw Town of Barnstable Public Health Division ""s`AB`E. ' 200 Main Street �' ` 21P 02601 MASS. ,2 $ 006.48 0 �'ptFD�AF'f°0� Hyannis,MA 02601 ._•,;,,... .t. 00 83424 APR. 30. 2014 0000 2851 3535 N i c 4 NMI, , ;CARRPER RT164 ee 18T NOTICE R$► . 2s0 NOTICE I E RETURNED e Gross & ens rossMc r �TF � Drive4 A, m Drl�e a"i^c ivra.� iys�rsauxa� j 3.,^r F';Y' `�' �E" 1�1 E�� AL7'D#�E S 0 _ J W A „ J /I COMPLETE THIS SECTION ON DELIVERY SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A:;signature I item 4 if Restricted Delivery is desired. _. ❑Agent ;X i N Print your name and address on the reverse 0 Addressee. I so that we can return the card to ow. y Y. B. Received.by(Printed Name) C. Date of Delivery F ■ Attach this card to the back'of the mailpieee, i WA or on the front if space permits --.— - -)from item1? ❑Yes 4ssbelow: O No M " a ros racy TRS i n �4 G r'R ,1, v a V • _ I .1` low v ❑Certified Mail ❑Express Mail P Registered ❑ReturnReceipt for Merchandise. f� 13 Insured Mail ❑C.O.D. 4, Restricted Delivery?(Extra Fee) 0 Yes i 2. Article Number ----._�--- — - --1 i ranster from service labeo , 7 012 1010 0000 2851 3535 `1" �?tte IKE Town of Barnstable Barnstable Regulatory Services Department I " ► Public Health Division 0 N9. 200 Main Street, Hyannis MA 02601 2007 SECOND NOTICE Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 3535 April 30, 2014 Peter Gross & Melissa Gross McCray TRS %2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at,2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE OARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc r- QASEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc McKean, Thomas From: McKean, Thomas Sent: Tuesday, April 12, 2016 10:51 AM To: wamdoc@verizon.net Cc: - Crocker, Sharon Subject: 2 Lake Drive Centerville Dr. Miller, Below is a status update regarding 2 Lake Drive. Recall that system has been failed since April 2012 due to the leaching pipe "falling apart" ..with.. "roots in the line" ,according to the report. This Office sent the owner multiple certified letters to repair the failed system over the years. Some letters were received and some were returned unclaimed. The owner was also scheduled to appear before the Board of Health on September 9, 2014. To date, the system remains failed. The owner apparently recently hired an engineer who is presently monitoring the lake and drawing up engineering plans. They asked for postponement until next month's meeting. TM From: Crocker, Sharon Sent: Tuesday, April 12, 2016 10:32 AM To: McKean, Thomas; Wayne Miller, M.D. (wamdoc@verizon.net) Subject: FW: Barnstable Board of Health agenda/ 2 Lake Drive Centerville 2 LAKE DRIVE, CENTERVILLE Please see attached. (requested move to MAY 10 BOH) From: Jonas McCray [mailto: ] Sent: Tuesday, April 12, 2016 10:29 AM To: Crocker, Sharon Cc: 'melissa mccray' Subject: RE: Barnstable Board of Health agenda/2 Lake Drive Centerville Hi Sharon, as discussed-please let this email serve as a request from Melissa and I to move the hearing on the matter concerning our summer home (5 bed room septic, which we use 2.5months out of the year, 3-4people max) at 2 Lake Drive to the next Board meeting. Our engineer David Thulin from East Sandwich has been monitoring the water levels of the lake, and had drawn up two scenarios for replacement septic systems. In the meantime, we will set up a meeting with the Board of Health Office to discuss further. Please contact us if you need further info. Best regards Jonas & Melissa McCray One Webster Lane 1 i Wayland, MA 01778 508-282-1852 From: melissa mccray [mailto:melissagmccrav@gmail.comj Sent:Tuesday, April 12, 2016 9:32 AM To:Jonas McCray<lonas mccray@hotmail.com> Subject: Fwd: Barnstable Board of Health agenda Begin forwarded message: From: "Crocker, Sharon" <sharon.crockerktown.barnstable.ma.us> Date: April 11, 2016 at 5:03:17 PM EDT To: <melissa mg ccrayggmail.com> Subject: Barnstable Board of Health agenda TO: Melissa Gross McCray and Peter Gross: Attached is the agenda for our Board meeting tomorrow,Tuesday, April 12, 2016 NOTE: This meeting is being held in the Selectmen's Conference Room. See you there, Sharon 2 BY STREET 12-Apr-16 Hse# Street Village Prop Owner Date Hauler Source Centerville Eaton 5/21/1998 A&B Canco Se 54 Lake Avenue C tic p 55 Lake Avenue Hyannisport Isenstadt, Tate 7/27/2007 Scott Frank Septic 63 Lake Avenue Hyannisport Brogan 8/10/2004 Robinson Cesspool 90 Lake Drive c Freeman 7/8/2008 Capewide Septic 0 Lake Drive Centerville Kafan 8/11/2007 Macomber Septic 2 Lake Drive _ Centerville Snyder 8/10/2001 Macomber Septic 2 Lake Drive Centerville Ryder 6/3/2005 Macomber Septic 15 Lake Drive Centerville O'Neil 7/l/2008 Capewide Cesspool 25 Lake Drive Centerville Smith 8/18/1999 Ace Septic 25 Lake Drive Centerville Smith,Leonard 3/6/2002 Ace Septic/Ce 25 Lake Drive Centerville Smith, Leonard 3/7/2002 Ace Cesspool 25 Lake Drive Centerville Smith 8/l/2005 Ready Rooter Septic 25 Lake Drive Centerville Smith 8/9/2005 Ready Rooter Septic 25 Lake Drive Centerville Smith 7/22/2008 Ready Rooter Cesspool 25 Lake Drive Centerville Smith 6/3/2011 Ready Rooter Cesspool 35 Lake Drive Centerville Coombe,Betty 9/4/2012 LeBoeuf Septic Septic 54 Lake Drive Centerville Eaton 11/8/2005 A&B Canco Septic 55 Lake Drive Centerville Singer 7/8/2013 Capewide Septic 64 Lake Drive Centerville Weintraub 8/2/2004 Ace Septic 64 Lake Drive Centerville Weintraub 7/12/2013 Capewide Septic 73 Lake Drive Centerville Bearse 6/29/1998 Ace Cesspool 73 Lake Drive Centerville Horton 1/20/2006 Macomber Cesspool 73 Lake Drive Centerville Horton 8/3/2007 Capewide Cesspool 1 n% Judith From: Crocker, Sharon Sent: Monday, October 05, 2015 4:30 PM To: Flynn,Judith Subject: FW: 2 Lake Drive, Centerville Has this one had any action from owner? Do we need to have him come to the Board for November 10, 2015. Sharon -----Original Message----- From: Crocker, Sharon Sent: Tuesday,September 01, 2015 4:50 PM To: Flynn,Judith Subject: 2 Lake Drive,Centerville This address popped up in some old paperwork. Please follow up on their failed system. They had an inspection April 24, 2012. It failed. I made a correction in the letter dtdt 8/11/14 you gave me to review, and I have a note saying I'm just waiting for to ok the change. The letter was to request them to appear at last year's Sep meeting. They never did get on the agenda. Thank you. Sharon r � • 1 - f Town of Barnstable Board of Health �� '�'� ' 4 200 Main Street, Hyannis MA 02601 © Office: 508-862-4644 Way ller,M.D. . FAX: 508-790-6304 Paul Canniff,D.M.D. ~(� j Junichi Sawayanagi_sat � CERTIFIED MAIL # 7012 1010 0000 2848 1612 a March 8, 20167 ) l✓ -� ��tD� -sue Peter Gross & Melissa Gross McCray, Trs. 76 Washington Drive Sudbury, MA 01776 SHOW CAUSE HEARING. YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday,April 12, 2016 at 3:00 pm in the Town Hall,,Selectmen's Conference Room, 2°d Floor at 367 Main Street, Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you on April 30, 2014 and a third one was mailed on J>>ly 9, 2014. You again failed to comply with an order of the Board of Health. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and the State of Massachusetts. However, as of this date, March 8, 2016, there has been no evidence of any work having been,done. Any person who shall-fail to comply shall be-fined not less than $100.00 or more than $500.00:Each day's failure to comply with an order shall constitute a separate a violation. Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Page 1 of 2 You will be given the opportunity to testify, present witnesses, documentary evidence and, other official information regarding this case at the Show-Cause Hearing. PER ORDER OF THE BOARD OF HEALTH omas McKean, .8—CHO Agent of the Board of Health Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Page 2 of 2 0 oFI ME r Town of Barnstable Barn Regulatory Services Department ; 1 BARNSTAB MASS.M ' I �FSA1�r Public Health Division 200� 200 Main Street, Hyannis MA 02601 SECOND NOTICE Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 3535 July 9, 2014 Peter Gross & Melissa Gross McCray TRS % 2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at,2 Lake Drive, Centerville,MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean,R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\2 Lake Dr.,Cent..doc THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR i QUALITY ORIGINAL (S) I -A. M / DATA Lrl Ln , m ' rqr USE U1 co Postage $ J r Town ®f Barnsl 0 Certified Fee r`<'��e,. BAR Y� 1 P m . v Q Rehim Receipt Fee Regulatory Services De.o (Endorsement Required) 1 ❑Br� Here � >� L w Restricted Delivery Fee ~j �i"Tl '.'' 2U1 t 'r MASS. ' (Endorsement Required) I Public Health Divi _ �. ` 200 Main Street, Hyannis MA ,a Total Postage&Fees $ �_ y� p ��✓ r1.1 ra Peter Gross & Melissa Gross McCray TR: SECOND NOTICE'` % 2 Lake Drive Realty Trust, Office: 508-862-4644 76 Washington Drive FAX: 508-790-6304 Sudburv,__MA 01776 3 CERTIFIED MAIL #7012 1010 0000 2851 3535 April 30, 2014 Peter Gross &Melissa Gross McCray TRS - % 2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at,2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE OARD OF HEALTH G Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent-doc i i �pF SHE tpk� Noon of Barnstable Barnstable Regulatory Services Department AFAm ed1eC y IARNSrABLE, ' 6 q a Public Health Division iD�ea r, 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 1197 December 16, 2013 Mr. &Mrs. Peter Gross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL COME, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. < • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH - mas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc " U.S.POSTAGE>>PITNEYBOWES ' �'"E Town of Barnstable'� ► � Public Health Division / �� I MRNnARLE. • 2,00 Main Street ®O MA55. j fD N�xd�e� Hyannis,MA 02601 0ZIP 2 4VY601 006.73 {. 0000336455MAR. 08, 2016 7012 1010 0000 2848 1612 n �SENDEq Gross McCray, Trs. `�/ rQ1 - r�[i f y I 1V 1 A:l G a 1 S r"E, ".y. � �f7:Ye A4rf•"�Ks�I 1 6' 'J 7 ....,.,'l RET � { Key URNp ec"r'Tti _ UN.CLAI-ME,D � UNABL.E TO FORWARD _d •! it7w4�YFlY.�CALiZZ 1.O.6S@ -.l@"dYBpa5 -VR Iv 9# d . rt'"'�•1.. ...Y.....�w6•®1.{44,�® ._� r I' UNITED STATES'POSTAL SERVICE ,F[jsh', ass Mail f r �� Fo ta &Fees Paid de. Res No.G-10 I ' • Sender: Please print your name, address, Arid ZIP+4`m this box • /�• Board of Health E •`` `" " I Town of Barnstable f,r` APR ' 43 I 200 Main Street Hyannis, MA 02601 1 f I I 1 Town of Barnstable � �, Board of Health dT �� � 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi CERTIFIED MAIL #7012 1010 0000 2848 1612 March 8, 2016 Peter Gross &Melissa Gross McCray, Trs. 76 Washington Drive Sudbury, MA 01776 SHOW—CAUSE HEARING YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday,April 12, 2016 at 3:00 pm in the Town Hall, Selectmen's Conference Room, 2nd Floor at 367 Main Street,Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you on April 30, 2014 and a third one was mailed on July 9, 2014. You again failed to comply with an order of the Board of Health. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and the State of Massachusetts. However, as of this date, March 8, 2016, there has been no evidence of any work having been done. Any person who shall fail to comply shall be fined not less than $100.00 or more than $500.00. Each day's failure to comply with an order shall constitute a separate violation. Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Page 1 of 2 You will be given the opportunity to testify, present witnesses, documentary evidence and, other official information regarding this case at the Show-Cause Hearing. PER ORDER OF THE BOARD OF HEALTH - omas McKean, S'-CHO Agent of the Board of Health Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Page 2 Of 2 14 Town of Barnstable APO Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi 1c � lam, CERTIFIED MAIL #7012 1010 0000 2848 1612 eJw March 8, 2016 / i) P"P-may= "h Peter Gross &Melissa Gross McCray, Trs. e r 76 Washington Drive FA I Li—=� EA-&, 4 oZ-AW�-E 61kll � Sudbury, MA 01776 -ILD,-fk -D r-C, SHOW—CAUSE HEAL S ✓ YOU ARE SCHEDULED TO APPEAR BEFORE ' 12, 2016 at 3:00 pm in the Town Hall, Selectmen's Co y Main Street, Hyannis, MA due to your failure to repair �I�r 1IFF�� 1,�� fl i K failed inspection on 04/24/2012 septic system at 2 Lali The State Environmental Code Title V requires all fails replaced within two years. On December 13, 2013 yoL system within six months of receipt. You failed to con mailed to you on April 30, 2014 and a third one was m, (,k) ( �� - failed to comply with an order of the Board of Health. Nb The Town of Barnstable's Board of Health has more sti a� 1 the type of failure identified. In this case, the septic sys the deadline established by both the Town of Barnstable '�G �l However, as of this date,March 8, 2016,there has been been done. cr S-0F(Z7 K? Any person who shall fail to comply shall be fined no than$500.00.Each day's failure.to comply with an o violation. Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APP,2016.doc Page 1 of 2 4 y N Town of Barnstable Barnstable Regulatory Services Department 1 edoaft BARNSTABM M ASS, A��� Public Health Division 16 EO 9. 200 Main Street, Hyannis MA 02601 2007 SECOND NOTICE Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 3535 July 9, 2014 Peter Gross &Melissa Gross McCray TRS % 2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at,2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty(60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\2 Lake Dr.,Cent..doc THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A m 7� DATA Le� L • " M •. • m t 'r► mrim `-\ •�• r a fi l'a a• '2 .rf.:;� t:ex a p U1 ED Postage $ Town of Barnsl ru Certified Fee A Rehtm Receipt Fee Postma O O (Endorsement Required) Here Regulatory Sex-vices De' o F r Restricted Delivery Fee ; + 13ARN8P BM (Endorsement Required) � S. �� Public Health Divi p Total Postage&Fees 200 Main Street, Hyannis MA a ru o Peter Gross & Melissa Gross McCray TRI SECOND NOTICE % 2 Lake Drive Realty Trust Office: 508-862-4644 76 Washington Drive FAX: 508-790-6304 Sudbury,-MA 01776 _ ' z CERTIFIED MAIL #7012 1010 0000 2851 3535 April 30, 2014 Peter Gross &Melissa Gross McCray TRS %2 Lake Drive Realty Trust . 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title S. The septic system located at,2 Lake Drive, Centerville,MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. nPERORDER OF THE OARD OF HEALTH G Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\L.etters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc Town of Barnstable Barnstable y °* Regulatory Services ]Department Al-Ammica0v BARNSrAMASS. Public Health ]Division I MASS. a639• ��� 59 a 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX:. 508-790-6304 Thomas A.McKean,CHO R CERTIFIED MAIL #7012 1010 0000 2851 1197 December 16, 2013 Mr. &Mrs. Peter Gross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,Title 5. The septic system located at, 2 Lake Drive, Centerville,MA,was last inspected-on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. < • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH as McKean, R.S. CHO Agent of the Board of Health .Q:ISEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc Ac Land Name Search Page 1 of 1 Barnstable County Capeview Internet Access Search Reset Main Menu Land Records List by Name Last/Corp name: GROSS First name: PETER Names to dis lay All parties Doc type: Court Order Conveying Town: Barnstable N Start date: Stop date: 01012012 61122016 (mmddyyyy) (mmddyyyy) O Search Current years (2010 and up) 0 Search All Years (1704 and up) Enter the Surname(last name)and,optionally the Given (first) name in the space provided above. For names other than persons, use both the surname and given name as though it were a single long field. You may use either upper or lower case(it will be converted to upper case). You may use standard wild cards and/or the stop character: "*" = accept any character from here to the end "?" = accept any character in this position only Only show names which match the exact name keyed Search Reset Main Menu r` htt s:Hsearch.bamstabledeeds.or /ALIS/WW400R.HTM?WSI TP=LR =O1D&WSKYCD N 1 13 2 1 p g Q / / 0 6 And Court Index by Name Search Results Page 1 of 1 BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER Land Court Trusts/Votes/Etc. List by Name Search name: SINDER MIRIAM Gtors/Gtees: All Parties Town: Barnstable Document types: Declaration Of Trust Database searched: Land Record Gtor/Gtee Index Jan 01,2012 thru Jan 12,2016 This may not be a complete listing of all Land Court entries under the name you are searching. Not every document registered in the Land Court since 1899 has been indexed in the computer. Documents 568,471 to the present have been fully indexed by grantor and grantee in the computer. Documents 384,866 to 568,470 have been indexed by grantor but not necessarily by grantee. Documents 1 through 384,865 may or may not have been indexed in the computer. Reference should be made to the actual certificate registered in the Land Court to verify all activity for a particular title. These listings are not covered by MGL c. 185 s. 46. <Previous Next> Show Print Cart Curr Owner Liens Print Listing Rec Land Rec Lnd Plans - -- Document Desc Town Full Name Certificate# Document Type Date Recvd Doc# Abs View Prt Add Sorry, no (more) matching names found <Previous Next> Show Print Cart Curr Owner Liens Print Listing Rec Land Rec Lnd Plans HOW TO USE THIS PAGE To see the next page of available names, click on Next>. To see the previous panel displayed, click on <Previous. To view an abstract, click on the document icon with "ABS". To view an image, click on the document icon with "DOC". Please note that if the icon "DOC" is not shown, that means the document image is not available. To refine your search to a name that is displayed, click on the name h perlink. it https:Hsearch.bamstabledeeds.org/ALIS/WW400R.HTM9WSIQTP=LCO I L&W9INQ=LT... 1/13/2016 Rec Land Name Search Page 1 of 1 j1 Barnstable County Capeview Internet Access Search Reset I Main Menu Land Records List by Name Last/Corp name: GROSS First name: PETER Names to dis lay All parties V Doctype: 'Deed document group Town: Barnstable Start date: Stop date: 01012013 01132016 (mmddyyyy) (mmddyyyy) search current years (2010 and up) O Search All Years (1704 and up) Enter the Surname(last name)and,optionally the Given (first) name in the space provided above, For names other than persons, use both the surname and given name as though it were a single long field. You may use either upper or lower case(it will be converted to upper case). You may use standard wild cards and/or the stop character: "*" = accept any character from here to the end "?" =accept any character in this position only Only show names which match the exact name keyed Search Reset Main Menu https:Hsearch.bamstabledeeds.org/ALIS/WW400R.HTM?WSIQTP=LROID&WSKYCD=N 1/13/2016 r' Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 / "�' 'WayneRvliller,M.D.44 FAX: 508-790-6304 Paul Canniff,D.M.D. &0 Junichi Sawayanagi —sot �f � CERTIFIED MAIL #7012 1010 0000 2848 1612 tn, f5S March 8, 2016 7 ) 0"& le" Peter Gross & Melissa Gross McCray, Trs. 76 Washington Drive Sudbury, MA 01776 SHOW CAUSE HEARING YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday,April 12, 2016 at 3:00 pm in the Town Hall, Selectmen's Conference Room, 2nd Floor at 367 Main Street,Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you on April 30, 201A and a third one was mailed on July 9, 201.4. You again failed to comply with an order of the Board of Health. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and the State of Massachusetts. However, as of this date,March 8, 2016, there has been no evidence of any work having been done. Any'person'who shall fail to comply shall be fined not less than $100.00 or more 'than $500.00. Each day's failure to comply with an order shall constitute a separate violation. Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APF2016.doc Page 1 of 2 You will be given the opportunity to testify,present witnesses, documentary evidence and, other official information regarding this case at the Show-Cause Hearing. PER ORDER OF THE BOARD OF HEALTH C omas McKean, . --HO Agent of the Board of Health Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doe Page 2 of 2 I i Town of Barnstable Barn °YSHE t Regulatory Services Department All-MrAcaChy # ' LK MAs& r Public Health Division i6S9' 200 Main Street,Hyannis MA 02601 2007 SECOND NOTICE Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 3535 July 9,2014 Peter Gross & Melissa Gross McCray TRS %2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at,2 Lake Drive, Centerville,MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. 0 Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean,R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\2 Lake Dr.,Cent..doc THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) i M ^ � DATA CERTIFIED fir* (�jA Ln (Domest ic Mail I Only;Ncdfi�..�rdn-e Coverage Provided) m u) For delivery information visit our websiteat www.usps.com@ L I cc Postage $ ru rO Town of Ba.rn:s1 o Certified Fee 1(, ���T� �•� s1. CI Retum Receipt Fee Post`maar�( �^ Regulatory Services De' (Endorsement Required) 'Y'. Here `s * Restricted Delivery Fee + 13ARNSPABM (Endorsement Required) hUsS. ��� Public Health Divi (h CI Total Postage&Fees 200 Main Street,Hyannis MA rq vet ru o Peter Gross & Melissa Gross McCray TR: SECOND NOTICE'` % 2 Lake Drive Realty Trust Office: 508-862-4644 76 Washington Drive FAX: 508-790-6304. Sudburv,MA 01.776 r CERTIFIED MAIL #7012 1010 0000 2851 3535 April 30,2014 Peter Gross &Melissa Gross McCray TRS %2 Lake Drive Realty Trust 76 Washington Drive Sudbury,MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title S. The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty(60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty(60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE OARD OF HEALTH Thomas McKean,R.S. CHO Agent of the Board of Health QASEPUCEetters septic Inspection Failures or Future Eval\2.Lake Dr.,Cent..doc Town of Barnstable Barnstable Regulatory' Services Department !edeaCfty KA� a • Public Health Division a639• ��� 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX:. 508-790-6304 Thomas A.McKean,CHO 'r-- CERTIFIED MAIL #7012 1010 0000 2851 1197 December 16, 2013 Mr. &Mrs. Peter Gross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,Title S. The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty(60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period-will result in fixture enforcement action. PER ORDER OF THE BOARD OF HEALTH - I mas McKean,R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc ti a Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi CERTIFIED MAIL #7012 1010 0000 2848 1612 March 8, 2016 Peter Gross &Melissa Gross McCray, Trs. 76 Washington Drive f-_A i Lm 4 04 -E5 6bk&' Sudbury, MA 01776 = P;Qe -T-46 Re-PLALit -D T� SHOW—CAUSE HEAL S0,( �Laf LAW- 31j�- YOU ARE SCHEDULED TO APPEAR BEFORE 12, 2016 at 3:00 pm in the Town Hall, Selectmen's Co Main Street, Hyannis, MA due to your failure to repair failed inspection on 04/24/2012 septic system at 2 Lak The State Environmental Code Title V requires all fails replaced within two years. On December 13, 2013 yoi system within six months of receipt. You failed to corn mailed to you on April 30, 2014 and a third one was in, failed to comply with an order of the Board of Health. No Cc7rr,4(zT- lye The Town of Barnstable's Board of Health has more sti �� 1 the type of failure identified. In this case, the septic sy- the deadline established by both the Town of Barnstabl( ' G However, as of this date, March 8, 2016,there has been been done. 6' S1 F T-E A/ Any person who shall fail to comply shall be fined no than $500.00. Each day's failure to comply with an o violation. Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Page 1 of 2 f Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi CERTIFIED MAIL #7012 1010 0000 2848 1612 March 8, 2016 Peter Gross & Melissa Gross McCray, Trs. 76 Washington Drive Sudbury, MA 01776 SHOW—CAUSE HEARING YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday,April 12, 2016 at 3:00 pm in the Town Hall, Selectmen's Conference Room, 2nd Floor at 367 Main Street, Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Drive, Centerville. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. On December 13, 2013 you were ordered to upgrade this system within six months of receipt. You failed to comply. Then a second notice was mailed to you on April 30, 2014 and a third one was mailed on July 9, 2014. You again failed to comply with an order of the Board of Health. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and the State of Massachusetts. However, as of this date, March 8, 2016, there has been no evidence of any work having been done. Any person who shall fail to comply shall be fined not less than $100.00 or more than $500.00.Each day's failure to comply with an order shall constitute a separate violation. Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doc Pagel of 2 You will be given the opportunity to testify, present witnesses, documentary evidence and, other official information regarding this case at the Show-Cause Hearing. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\BOARD\2 Lake Dr Cent SHOW-CAUSE Hear.APR2016.doe Page 2 of 2 t Town of Barnstable Barnstable o�IM Regulatory Services Department 1 edcaC'I ' 'ter fa Public Health Division � I I �l y a 200 Main Street, Hyannis MA 02601 2007 SECOND NOTICE Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 3535 July 9, 2014 Peter Gross & Melissa Gross McCray TRS %2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at,2 Lake Drive, Centerville,MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty(60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health QASEPTIC\Letters Septic Inspection Failures or Future Evl\2 Lake Dr.,Cent..doc THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M /A-. G&E DATA m Ln U1 �D Postage Certified Fee $ r Town of Barnsl o ''""•� VE f OF Postman -;'. �. . CI Return Receipt Fee O p (Endorsement Required) Here ' Regulatory Services De' o s Restricted Delivery Fee + 13ARN31A13M • (Endorsement Requirece Public Health Divi a D A,� CI Total Postage&Fees 200 Main Street,Hyannis MA a .f ru ra Peter Gross & Melissa Gross McCray TR; SECOND NOTICE o % 2 Lake Drive Realty Trust o Office: 508-862-4644 76 Washington Drive dr►' FAX: 508-790-6304 Sudbury.-MA 01776 _ S CERTIFIED MAIL #7012 1010 0000 2851 3535 April 3 0,2014 Peter Gross &Melissa Gross McCray TRS % 2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville,MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty(60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. MOF THE OARD OF HEALTH y .G Thomas McKean,R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc { Town o f Barnstable Barnstable Regulatory' Services Department ANAmedca0v c MU N3rABM 6 59. a,$m Public Health Division 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 1197 December 16,2013 Mr. &Mrs. Peter Gross 76 Washington Drive - Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,Title 5. The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: J • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty(60) days from the date he'received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH as McKean, R.S. CHO Agent of the Board of Health .Q:ISEPTIC\L.etters Septic Inspection Failures or Future Eva1\2 Lake Dr.,Cent..doc oF. *�wti Town of Barnstable Public Health Division 9-R.ABLE, $ 200 Main Street , q'^rFo +s 0 Hyannis,MA 02601 Peter Gross %Melissa Gross McCray TRS 2 Lake Drive Realty Trust 76 Washington Drive U Sudbury, MA 01776 —.4 936 / t .• - �� 9 .� � may,_� �..��..��... - - � `.\ t //� I / / \\ \ �/ / % 0 ° C 0 • C 540 - 00 + 120 - 00 - 300 - 00 - Town of Barnstable Barn Regulatory Services Department A*AamUaCft MatvsrnacE. �� Public Health Division1639. - h 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V. Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 4280 August 19, 2014 Peter Gross % Melissa Gross McCray, TRS 2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday, September 9,2014 at 3:00 pm in the Town Hall, Hearing Room, 2nd Floor at 367 Main Street, Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Dr, Centerville, MA. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and The state of Massachusetts. You will be given the opportunity to testify, present witnesses, documentary evidence, and other official information regarding this case. PER ORDER OF THE BOARD OF HEALTH Tn PcKean, R.S. CHO Agent of the Board of Health I Q:\SEPTIC\BOARD\2 Lake Dr Cent Aug 2014.doc U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT 1 (Domestic Mail Only;No Insurance Coverage Provided) =w 1 For delivery information visit our website at www.usps.come 0zl ¢JI �w1= kl O 0.01� 1 1- wo1Q - - 00 001� M .- ¢zlL c�¢1� U, wF1'` U v god 1 1 ------- or PO• 1 1 1 1 PS Form 3800,August 2606 See Reverse for'Instructions Certified Mail Provides: ■ A mailing receipt I ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: •. Certified Mail may ONLY be combined with First-Class Mail®or Priority Maile. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Retum 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 USPSe 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". I ■ 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,August 2006(Reverse)PSN 7530-02-000-9047 I� I� COMPLETE •N COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also complete A. Signature I ill i item 4 if Restricted Delivery is desired. ❑Agent I i ■ Print your name and address,on the reverse X ❑Addressee I so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery i ■ Attach this card to the back of the mailpiece, I or on the front if space permits. I 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: p No I I I I I I I 3. Service Type i I ❑Certified Mail ❑Express Mail I ❑Registered ❑Return Receipt for Merchandise I ❑Insured Mail ❑C.O.D. I I 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number I (Transfer from service labeq l PS Form 3811.February 2004 Domestic Return Receipt 102595-02-M-1540 I i i I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I 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 C4 Town of Barnstable Barnstable Regulatory Services Department a``a�j I BnxrisrnBLL MA83 1639. Public Health Division 10 m A'F01APyA 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V. Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 4280 August 19, 2014 Peter Gross % Melissa Gross McCray,,TRS 2 Lake Drive Realty Trust 76 Washington Drive Sudbury, MA 01776 YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD on Tuesday, September 9, 2014 at 3:00 pm in the Town Hall, Hearing Room, 2nd Floor at 367 Main Street, Hyannis, MA due to your failure to repair or replace the septic system which failed inspection on 04/24/2012 septic system at 2 Lake Dr, Centerville, MA. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. The Town of Barnstable's Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the deadline established by both the Town of Barnstable and The state of Massachusetts. You will be given the opportunity to testify, present witnesses, documentary evidence, and other official information regarding this case. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health C:\cache\Temporary Internet Files\OLKD\2 Lake Dr Cent Aug 2014.doc Flynn, Judith '1 To: Melissa G McCray@g mail,com Subject: Emailing: 2 Lake Dr Cent Aug 2014.doc 2 Lake Dr Cent Aug 2014.doc(5... ` . go, 1v� ac���ppwlr i co rr wiUv"O&' �'-rr>j Poy4affn6 ffm. P/U� �kl� o� hecp�im,I�p UAa+in, 1 o� (�,CLGfI I�VLQ,(;(L U01A/L � 7i1,CU�G �P� yU � U/1"I,P� Y1,4U1- a�A.a,(:VU Q/iR� VU:UYLG�. 1 Flynn, Judith From: Flynn, Judith Sent: Wednesday, August 20, 2014 1:30 PM To: 'Melissa G' Subject: Emailing: 2 Lake Dr Cent Aug 2014.doc 2 Lake Dr Cent Aug 2014.doc(5... 96 meM,y vy Vvww� e cUii t OVVV �ir c��t� mn: 2 2ak S,� C�,d,, A 201 y,, a, ajvm". O&A PWI, �,-TfMJ # I d��� a ffIA, vk 6f du. 1 i Postal r (Domestic Mail Only;Nov' 6rane'-coverage Provided) For m information visit our website at iti ,u� ra L CO Postage $ru �v^ Certified Fee qU7HerePostmark 9 QO Return Receipt Fee 0p (Endorsement Required)Restricted Delivery Fee C1 (Endorsement Required) Op Total Postage&Fees � r-� n rU '�77 o Mr & Mrs Peter Gross 76 Washington Drive Sudbury, MA 01776 Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mai piece ■ A record of delivery kept by the Postal Service for two years Important Reminders: p Certified Mail may ONLY be combined with First-Class Mail®or Priority Maile. ■ Certified Mail is not available for any class of international mail. ■ 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"Return 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"Restricted Delivery'. ■ If astmark on the Certified Mail receipt is desired,please present the arti- cle at po 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,August 2006(Reverse)PSN 7530-02-000-9047 jr� Town of Barnstable Barnstable Regulatory Services Department A14WUd=Cft Id S8 Public Health Division I 163ig.,e Zoos . 200 Main Street, Hyannis MA 02601 SECOND NOTICE Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 2637 April 16, 2014 Mr&Mrs Peter Cross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. • The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. 0 Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER O T E BOARD OF HEALTH • F as cK S. CHO Agent of the Board of Health QASEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc i r . Town -of Barnstable Barnstable zr+E Regulatory Services Department e`caCi a"RNsrABLF KASS Public Health Divisi®n MASS. O iDTFp �a��� 2007 200 Main Street, Hyannis MA 02601 i Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 _ Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 1197 _ December 16, 2013 Mr. &Mrs. Peter Gross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. • The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic.system within sixty(60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days r from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH as McKean, R.S. CHO Agent of the Board of Health r Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc 4/A12014 Parcel Detail Aw 0 13 ,4tA55, Logged in As: Parcel Detail rue:sday, April 5 2014 Parcel Lookup Parcel Info Parcel ID 230-075 Developer Lot LOTS 2& 3 Location 2 LAKE DRIVE Pri Frontage 140 Sec Road JUNIPER ROAD sec Frontage 70 Village CENTERVILLE Fire District C-O-MM Town sewer exists at this address No Road Index 0854 Asbuilt Septic Scan: .0 Interactive Map 230075_1 ��, . Owner Info owner GROSS, PETER& MCCq owner 2 LAKE DRIVE REALTY streeti 76 WASHINGTON DRIVE! street2 city SUDBURY state MA I zip 01776 Country Multiple Ownership Info % Owner Name Co-Owner Address 50 GROSS, PETER& MCCRAY, 2 LAKE DRIVE REALTY 76 WASHINGTON DRIVE, MELISSA GROSS TRS TRUST SUDBURYMA 01776 50 SNIDER, MIRIAM & JAMES MIRIAM R SNIDER IRREV 51 JERICHO ROAD, WESTON 3-YR TRUST MA 02493-1209 Land Info Acres 0.48 use Single Fam MDL-01 ( zoning RD-1 _ Nghbd ,0113 Topography Level Road Paved utilities Public Water,Gas,Septic Location Lake/Pond Front,Excel Vi� Construction Info Building 1 of i Year Roof Ext Built 1960 I struct Gable/Hip Walt Wood Shingle Living •_I Roof Area 2402 1 cover Asph/F GIs/Cmp AC� Type Central Style ;Colonial I Int Drywall Rooms Bed •4 Bedrooms wall th - Click for Building Detail Model (Residential Floor Carpet Rooms 3 Full I _ I Grade 'Average Plus Type eat.Hot Air Rooms Total 8 Rooms stories 2 Stories I Heat Gas (Found- Poured Cone. http:/f ssq l2/intranet/propdata/ParcelDetail.asp)OID=16365 1/3 'i CERTIFIED MAIL r "' U.S.POSTAGE»RrNEv BOWES P pf 1ME Jpk,p Town of Barnstable Public Health Division BARNSTABLE.g' 200 Main Street j ' ZIP 0W2601 o0�`�400 MASS. 02 1YY v Hyannis,MA 02601 �p 0001383424 APR. 16. 2014. 7012 1010 0000 2851 2637 .4 , r��.. Mr & Mrs Peter Cross ar •, 76 Washington Drive Sudbury, MA 01776 ;. + NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD I BC. 0c601400200 x11369-01s939-lea-41 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 1 ■ Complete items 1,2,and 3.Also complete A. Signature I item 4 if Restricted Delivery is desired. X ❑Agent I E Print your name and address on the reverse ❑Addressee i so that we can return the card to you. B. Received.by(Printed Name) C. Date of Delivery 1, 1 ■ 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 n;'&,,W,, rs Peter Gross 1 j76 Washington Drive % I S ud ury, MA 01776 3: service Type • I i � ❑Certified Mail ❑Express Mail I 1 13 Registered ❑Return Receipt for Merchandise \ 1 ❑Insured Mail ❑C.O.D. 1, 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number' 7 012 101 0 0 0 0 0 2 8 51 2 6 3 7 V ` I i (Transfer from service label) I �1 } !': PS Form 3811. February2004 Domestic Return Receipt 102595-02-M-1540I f Town of Barnstable Barnstable Regulatory Services Department "' WIffift'ft MASSPublic Health Division I ""gyp 200 Main Street, Hyannis MA 02601 2007 SECOND NOTICE Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 2637 April 16, 2014 Mr&Mrs Peter Cross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: SAS needs repair. Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty (60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER O T E BOARD OF HEALTH h as c S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent-doc r Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc Parcel Detail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16365 63 T/V;1-1 / q µ ., p-ra .„��,• `R,a.s ' tBtA''ti ST!$1�1 F ; '" •' Wifi55. /fm v 9 �, a _ Logged In As: Parcel Detail Tuesday, April 29 2014 Parcel Lookup Parcel Info Parcel ____ ___ Developer I ID�230-075 Lot LOTS 2&3 Pri Location 12 LAKE DRIVE ( Frontage 1140 Sec�,; Sec Road I"WIPER ROAD Frontage 70 ) Fire Village ICENTERVILLE District'C O-MM Town sewer exist s at this Road __54 address INo _ , Index�;08 Asbuilt Septic Scan: Interactive 230075 1 Map Owner Info Owner GROSS, PETER&MCCRAY, MELISSA GROSS Co-Owner LAKE DRIVE REALTY TRUST Streets 176 AW SHINGTON DRIVE Street2 —� city rSUDBURY _ State jMA Zip 01776 Country Multiple Ownership Info % Owner Name Co-Owner Address GROSS, PETER & 76 WASHINGTON 50 MCCRAY, MELISSA 2 LAKE DRIVE DRIVE, SUDBURY MA GROSS TRS REALTY TRUST 01776 SNIDER, MIRIAM & MIRIAM R 51 JERICHO ROAD, 50 JAMES SNIDER IRREV 3- WESTON MA 02493-1209 YR TRUST ' .p d Lan Info _ .. . i -�J :. __ ..._ Acres 0.48 Use Sing a Fam MDL-01 �� Zoning RD-1 Nghbd0113 Topography,Level Road 1Paved Utilities iPublic Water,Gas,Septic Location iLake/Pond Front,Excel View r _ x Construction Info ;Building 1 cif 1 K Year k rI' �1960 Roof FGable/Hip l Ext Wood Shingle T w y Built : Struct S�si http://issgl2/intranet/propdata/Parce]Detail.aspx?ID=16365 °.,-A/29/20l4 Postal �`- (Domestic Ln CO Postage $ f1J Certified Fee ��� 0 O Return Receipt Fee ��� Postmark O (Endorsement Required) �> Here r2 Restricted Delivery Fee O (Endorsement Required) rq E3 Total Postage&Fees $rq r Mr. & Mrs. Peter Gross 76 Washington Drive Sudbury, MA 01776 F Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Maile or Priority Maile, ■ Certified Mail is not available for any class of international mail. ■ 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"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". ■ 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,August 2006(Reverse)PSN 7530-02-000-9047 I CO SENDER: COMPLETE THIS SECTION MPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A gn re item 4 if Restricted Delivery is desired. /) ❑Agent ■ Print your name and address on the reverse '® ❑Addressee so that we can,return the card to you. B. eceived by(Printed Name C. D e of elive ■ Attach this card to the back of the mailpiece, f or on the front if space permits. ��' ` At -/ D. Is delivery address different from item 1. ❑Yes' 1. Article Addressed to: If YES,tenter delivery addreyss below ❑No Mr. &.Mrs. Peter Gross —, 76 Washington Drive C' Sudbury, MA 01776 3. Service Ty " t ❑Certifie Mail ❑E.xrjess Maw l ElRegiste„d ❑Rrn ReCe'ipt for Merchandise ❑.Insured wlail ❑G:gD. 4. Restricted elive' Ext ee ry• ( S�f ) r._ ❑Yes 2. Article Number (Transfer from service label) F—7 012 1010 0000 2851 1197 PS Form 3811.February 2004 Domestic Return Receipt. 102595-02W-15499 UNITED STATES POSTAL:SERVICE. Permit No.G-10 First-Class Mail Postage&Fees Paid ` USPS I • Sender! Please print your name, address, and ZIP+4 in this box • I jTown of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 i � _ . . �f�i�r,tl�r-ifrrrr�l�E�:����rl��� �l,r�lllr,�iii,;��,�lrj��:f���i�►1 Town of Barnstable Barnstable �aF 11ME T Regulatory Services Department i McaChy + MAS � Public Health Division �Ec MAt Awe 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 1197 December 16, 2013 Mr. & Mrs. Peter Gross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5.. • The septic sy stem located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system within sixty(60) days from the date he received the letter of notification. Our records indicate this has not been done. Therefore you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic.system with in the deadline period-will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH mas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eva1\2 Lake Dr.,Cent..doc r H Town of Barnstable Barnstable Regulatory Services Department i ad`a�1 B STABM ' i639• Public Health Division �� �fOtA�p 200 Main Street, Hyannis MA 02601 200� Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 1197 December 9, 2013 Mr& Mrs Peter Gross 76 Washington Drive Sudbury, MA 01776 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced The previous owner was informed that he had sixty (60) days to repair or replace the septic system rom � ieafiro This has not been done t . i Therefore,you are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eva1\2 Lake Dr.,Cent-doc t Town of Barnstable Barnstable SHE t�� Regulatory Services Department ;'mdcaCft I., x x UMMUKASS.�� Public Health Division A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A. McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 0015 September 6, 2013 O Mr. James Snider �G 2 lake Drive Realty Trust 69 Baxter Road Brookline, MA 02445 o� ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. �j The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. ORD F2THEOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health QASEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc Postal 'CERTIFIED MAIt.�,wlRECEIPT M (Domestic Mail Only,`44�tnsiurarxe Coverage Provided) ru For delivery information visit our website at www.usps�Como- 117 Ln CO Postage $ ru Certified Fee O Postmark O Retum.Reoeipt Fee Here O (Endorsement Required) O Restricted Delivery Fee (Endorsement Required) 0 Total Postage&Fees r-� ru Mr. James Snider �7" 2 Lake Drive Realty Trust 68 Baxter Road Certified Mail Provides: ■ A mailing receipt IN A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with•First-Class Mail®or Priority Maile. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. e 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". ■ 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,August 2006(Reverse)PSN 7530-02-000-9047 SECTIONSENDER: COMPLETE THIS . DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig ature item 4 if Restricted Delivery is desired. X ❑Agent_ ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery ad -rw ff t from item 1? ❑Yes 1. Article Addressed to: If YES, nter ddli rimer adra eS below: ❑N9 -. Q Co i Mr. James-Snider i 2 Lake Drive Realty Trust a 68 Baxter Road s. service`fype 9 ❑Certified-Mailer- ress Mail Brookline, MA 02445 p Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number + �p12 1010 .0200 "285C1 9200 T (Transfer from serv/ce label) I ' li PS Form 3811,February 2004 Domestic Return Receipt 102595-o2: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 • Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 I SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature I item 4 if Restricted Delivery is desired. X ❑Agent I ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits., 1 D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No ram - _-_-_-- - --_ _-_ - --I Ribeiro & Ronaldo Teixira 14T,Cedar Street HyanttiS;,.MA 02601 3. Service Type ❑Certified Mall ❑Express Mail 1 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number —--`- - mTransfer from service 1abeo ` 7 012 1010 0000 2850 92 31 PS Form 3811,February 2004 Domestic Return Receipt 102595-02•M-1540 i UNITED STATES POSTAL SERVICE First-Class Mail Po tage&Fees Paid LISPS I Permit No.G-10 ( • Sender: Please print your name, address, and ZIP+4 in this box • I I Town of Barnstable f Public Health Division ` 200 Main Street Hyannis, MA 02601 i i i i I U.S.POSTAGE>>PITNEY BOWES of IK 'E Town of Barnstable { ■ ® P Public Health Division ' ""n"B`E'g 200 Main Street ZIP rFD y s�O 10 Hyannis,MA 02601 02 1 VV 006.1 L. 0001383424JUN. 11. 201.3. 7012 1010 0000 2850 9231 � ` � �+' U.S.POSTAGE>>PITNEY BOWES / a 1VV y ZIP � 000.000 02 1 VY 0001383424JUN. 11. 2013 Ribeiro & Ronaldo Teixira �= 147 Cedar Street wa !S ct<a Hyannis, MA. 02601 a . a! 03-5 NDE RETURN TO SENDER RyBEIRD 3 MOVED LEFT NO ADDRESS �•_ I UNABLE TO FORWARD RETURN TO SENDER :.� y ►-• BC: 02601400200 *0269 02 07 4-12 -3 9 .: "'r y��•.ra•�.�1�'3''d+�eY' g1I i i 1s i1 3i I 110 !1 @ 1tt !i t . 1 4..D P�'1 � ....., - ........ .».i..�s,..,,�E S:•w••-•`•w•w+a�... !!. .!!!.. _. ...:!....!!!� ..........as.,. _ !.u.�_.sai_ _!3�_ �..a...n fir:•. ii �i i� r iiljii jti� F � ?1 i !I fF F' '—_=�. ��� Fl � ,.- r � � � ` I i s �' � - - .- f j _ �, � ___ _ _ ' � _ .�1 Town of Barnstable Barnstable Regulatory Services Department 'A �`ter Public Health Division I I 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2843 9231 June 10,; 201.3 Ribeiro & Ronaldo Teixira 147 Cedar Street Hyannis MA 02601 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 147 Cedar Street, Hyannis, MA was last inspected on 1/18/2013, by Shawn Mcelroy, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • Stains observed above the inlet invert of the leaching pit. You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER HE BOARD OF HEALTH as McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\147 Cedar St Cent Feb 2013.doc i oFs�r Town of Barnstable Barnstable Regulatory Services Department '�^ "r Public Health Division I;9� p '- a6 � E°.39. 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2850 9200 June 10 2013 Mr. James Snider 2 lake Drive Realty Trust 68 Baxter Road Brookline, MA 02445 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. t PER ORDER OF fi BOARD OF HEALTH -- as McKean, R.S. CHO _ \ Agent of the Board of Health a Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc F/ Barnstable Town of Barnstable �°F SHE T�ti Regulatory Services Department ;er'ca�I I.9e,lA LE MASS-. ,m• public Health Division MASS. tjo i6;9 �e MA,a 200 Main Street, Hyannis MA 02601 200� Office: 508-862-4644 Thomas F.Geiler,Director ' FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #701 1 0470 0001 4525 7291 July 2, 2012 Mr. James Snyder 68 Baxter Road Brookline,.MA 02445 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15,00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will'result in future enforcement action. PER ORDER O T BOARD OF HEALTH s cK S. CHO Agent of the Board of Health ,t J f 1 \ Q:\SEPTIC\L.etters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc LQ AT �• DOTTED � i ,.. U.S.POSTAGE>>PITNEYBOWES of"E'ati Town of Barnstable �- x=== © Public Health Division i ®o "6�' eg 200 Main Street ZIP 02601 005�7g L•, O "reo,}9a�" Hyannis,MA 02601 0 2 1361475 MAY. 23 2012 7011 g0470 0001� 4525 6850 Mr. James Snider 2 Lake Drive Centerville, MA 02632 NI KI E a?z q., DE�, -1- 00 06}11112 I RETURN TO SENDER i i qtt UNCLAIMED 0 UNABLE TO FORWARD 0Illllltll11111137!!14l191111011161I1111!ll�lilllll14111171 j SENDER:�COMPLETE THIS SECTION COMPLETE THIS SECTION ON DtLIVERY. I ■ Complete items 1,2,and 3.Also complete A. Signature I item 4 if Restricted Delivery is desired. ❑Agent I " I ■ Print your name and address on the reverse X ❑Addressee I I so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery I ■ 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 I Mr. James Snider I I' 2 Lake Drive i Centerville, MA 02612 3. Service Type i ❑Certified Mail ❑Express Mail l ❑ Registered ❑Return Receipt for Merchandise I ❑ Insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes i 2, Article Number I (Transfer from service label) 7 011 0 4 7 0 0001 4525 6 8 5 0 4m� I ij PS Form 381:.1,_February 2004 Domestic Return Receipt _ 102595-02-M-1540 I tKKE Town of Barnstable Barnstable °F toffy P 1°� Regulatory Services Department 1�'sa�ly (�nA MACA8LE,A public Health Division Dm 039 0 rFa MAC 9" 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7011 0470 0001 4525 6850 May 24, 2012 Mr. James Snider 2 Lake Drive Centerville, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The' rispection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF T OARD OF HEALTH o as cKean, R.S. CHO Agent of the Board of Health Documentl V Town of Barnstable Barnstable ��Op SHE_To, O Regulatory Services Department AgAmeficaM P �9°" MASS. Public Health Division m 16g9. �m `1'pr fD Mpg a, 200 Main Street, Hyannis MA,02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO - CERTIFIED MAIL #7011 0470 0001 4525 6850 May 24, 2012 Mr. James Snider 2 Lake Drive Centerville, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced ' You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE OARD OF HEALTH o as cKean, R.S. CHO Agent of the Board of Health Documentl C� Flynn, Judith , From: Crocker, Sharon *ent: Thursday, September 13, 2012 10:03 AM To: Flynn, Judith Subject: 2 Lake Drive, Cent Hi Judith, A customer called and wanted a copy of the letter sent. I couldn't find it, no file. Then I found letter and cert on your desk. This needs a file asap. I had thought you were making copies of letters when you are working on addresses to follow-up on. This letter was sent out 7/2/12 so a file should have been created right away. Please verify with me that you are normally getting the paperwork in files asap. Thank you. Sharon r • • i 1 Parcel Detail http:HissgI2/intranet/propdata/Parcel Detail.aspx?ID=16365 �y n ,.�/�� ����1,{:`�� /ter', +/1� "f4.t, fJ✓� _ Logged In As: Parcel Detail Tuesday,October 23 201.2 Parcel lookup Parcel Info Parcel ID 230-075 I Developeer LOTS 2&3 Location 2 LAKE DRIVE I Pri Frontage 140 Sec Sec Road JUNIPER ROAD I Frontage 70 village CENTERVILLE I Fire District C-O-MM Town sewer exists at this address No I Road Index 0854 Asbuilt Septic Scan: Interactive 230075_1 Map Owner Info owner SNIDER, JAMES M &GROSS, ELIZABETH TR I co-owner 2 LAKE DRIVE REALTY TRUST Streeti 68 BAXTER ROAD I Street2 • city BROOKLINE I State MA zip 02445 Country J Multiple Ownership Info % Owner Name Co-Owner Address 50 SNIDER,JAMES M&GROSS, 2 LAKE DRIVE REALTY TRUST 68 BAXTER ROAD, BROOKLINE MA ELIZABETH TR 02445 SNIDER, MIRIAM&JAMES&GROSS, MIRIAM R SNIDER IRREV 3-YR 51 JERICHO ROAD, WESTON MA f 50 ELIZ TRUST 02493-1209 - Land Info Acres 0.48 use Single Fam MDL-01 I zoning RD-1 Nghbd 0114 Topography Level Road Paved utilities Public Water,Gas,Septic I Location Lake/Pond Front,Excel View Construction Info Building 1 of 1 Year 1960 I Roof Gable/Hip I Ext Wood Shingle Built Struct Wall Living 2402 I Roof Asph/F GIs/Cmp I AC Central Area cover Type Style Colonial I wall Drywall Be I In Rooms 4 Bedrooms In Bath Model Residential I Floor Carpet I Rooms 3 Full • Grade Average Plus I Heat Hot Air I Total 8 Rooms Type Rooms -- Heat Found- http://i ssq l2/i ntraneUpropdata/ParcelDetai l.aspx?I D=163 65 10/23/2012 r Parcel Detail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16365 J Logged in As: Parcel Detail Wednesday,August 8 201.2 Parcel Lookup Parcel Info Parcel ID 230-075 I Developer LOTS 2& 3 Location 2 LAKE DRIVE ( Pri Frontage 140 Sec Sec Road JUNIPER ROAD Frontage 70 village CENTERVILLE I Fire District C-O-MM Town sewer exists at this address No I Road Index 0854 Asbuilt Septic Scan: Interactive 230075_1 Map f -- Owner Info owner SNIDER, JAMES M &GROSS, ELIZABETH TR I co-owner 2 LAKE DRIVE REALTY TRUST Streets 68 BAXTER ROAD I Street2 • city BROOKLINE I State MA zip 02445 Country J Multiple Ownership Info % Owner Name Co-Owner Address 50 SNIDER,JAMES M&GROSS, 2 LAKE DRIVE REALTY TRUST 68 BAXTER ROAD, BROOKLINE MA ELIZABETH TR 02445 50 SNIDER, MIRIAM&JAMES&GROSS, MIRIAM R SNIDER IRREV 3-YR 51 JERICHO ROAD,WESTON MA ELIZ TRUST 02493-1209 Land Info Acres 0.48 use Single Fam MDL-01 I zoning RD-1 I Nghbd 0114 Topography Level I Road Paved Utilities Public Water,Gas,Septic I Location Lake/Pond Front,Excel View - Construction Info Building 1 of 1 Year Roof Ext Built 1960 Struct Gable/Hip Wall Wood Shingle Living 2402 I Roof Asph/F GIs/Cmp I AC Central Area cover Type Style Colonial I Int Drywall I Bed 4 Bedrooms Wall Rooms I Bath Model Residential Floor Carpet Rooms 3 Full • Grade Average Plus I Heat Hot Air I Total 8 Rooms Type Rooms Heat Found- http://issgl2/intranet/propdata/Parcel Detail.aspx?ID=16365 8/8/2012 I OI V ��y a Postal N Domestic Mail Only; For delivery i-n-fo—rmation visit our website at www.usps.'COMG l� U ruf7 OFFICIAL U PE ul Postage $ CJ MA 0 � ,r Certified Fee 0 Retum Receipt Fee ark M (Endorsement Required) �' e11re ResMcted Delivery Fee JU'�2 (Endorsement Requlred) O .. Total Postage&Fees 1$ C3 r, Mr. James Snyder 68 Baxter Road Brookline, MA 02445 { Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail is notevailable for ady class of international mail. ■ 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 seance,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 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"Restricted Delivery'. ■ 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,August 2006(Reverse)PSN 7530-02-000-9047 Town of Barnstable Barnstable �Op SHE Tp� ty Regulatory Services Department AN-America� y � MRNSTAF3LE, ` MASS. a Public Health Division 039. TEb MAC A 200 Main Street, Hyannis MA 02601 007 Office: 508-862-4644 Thomas F.Geiler,Director ' FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7011 0470 0001 4525 7291 July 2, 2012 Mr. James Snyder 68 Baxter Road Brookline,-MA 02445 ORDER TO.COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. • The septic system located at, 2 Lake Drive, Centerville, MA,was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15,00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the'septic system with in the deadline period will result in future----- enforcement action. PER ORDER O T BOARD OF HEALTH s cK S. CHO Agent of the Board of Health • Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\2 Lake Dr.,Cent..doc r Health Master Detail http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=230075 �•s ^, Logged In As: Health Master Detail Tuesday, September 17 TOWN\flynnj 2013 Application Center Parcel Lookup Selection Items Reports 1 Parcel Septic Perc Well Fuel Tank Parcel: 230-075 Location: 2 LAKE DRIVE,CENTERVILLE Owner: SNIDER,JAMES M TR Septic i New Septic... Permit number: Permit type: Selecttype 1= Complete system r Issue date Complete date Septic tank size: .® Type/Size of SAS: Installer: Select Installer Card on file: r"! I/A service type: Select service:- Innovative/Alternative Technology type: Select IA type I i Variance date : F Abandon complete date : Abandon permit number: j Repair deadline date : 11/6/2013 , Repair notification date : 9/6/2013 22, Keyword: _ Comments: G Delete Septic ...... _._..---_ .. __....._.... ---------- i Inspection 5/26/2012 i New Inspection... Number Inspection Date Inspector Result 7209— 5/26I2012 . ...... _'' F(Fail) The following condition(s) are occurring: Ir discharge or ponding of effluent to the surface of the ground j r: pumping more than 4 times during the last year NOT due to clogged or obstructed pipe Ci backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool j F static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool F! any portion of the SAS, cesspool, or privy below high groundwater elevation j Ci any portion of the cesspool within a Zone 1 to a public well r any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis iReceived Date Comments j SAS Needs Repair - Orangeburg pipe needs to be ( V.,- Delete Inspection j replaced. - 60 Days.jmf Perc Test 5/10/12 s } 6/11/2012 fA I %: I_ Save'Septic Changes l Return to Lookup http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=230075 9/17/2013 -Postal (DomesticCERTIFIED MAIL,. RECEIPT Ln � C3 0 For delivery information visit our website at vjww.usps.,Com@ ti Postage $ Z) �!'!� tl�7 Certified Fee N S Retur C' Postmg�tt) ...Receipt Fee 6 Here`,9 O (Endorsement Required) (2 O Restricted Delivery Fee S' t= (Endorsement Required) ON N d rq / C3 Total Postage&Fees $ �- ra rt L2r�',. r. James Snider Lake Drive Reality Trust 9 Baxter Road rookline, MA 02445 Certified Mail Provides: ■ A mailing receipt �- I ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Maile or Priority Mails. ■ Certified Mail is not available for any class of international mail. ■ 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'Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe 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". ■ 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,August 2006(Reverse)PSN 7530-02-000-9047 SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. ignatu e item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse '7V❑Addressee so that we can return the card to you.. B. R cei ed by(Printed Na ) C. D to of Delivery ■ Attach this card to the back of the.mailpiece, or on the front if space permits. l D. Is delivery address different from item ❑ s 1 Article Addressed to: If YES.enter delivery-address ss below .❑ No ------------- - - -- - - .� Mr. ,James Snider124 2-Lake Drive Reality Trust 3�. Service Ty e�---�'Q` � 69 Baxter Road � S� ❑Certified MaiI_o�Express Mail Brookline, MA 02445 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number f = 7 p 12 1010 0 0 0 0 2 8 51 0 015 � '°I (transfer from service label] PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540;I I ,UNITED,STAT,ES POSTAL SERVICE First-Class Mail I Postage&Fees Paid' I USPS I at i bc� Permit No.G-1� I Seder: 'I°ease prin your name„ address, and ZIP+4 in this box• I ;c cc G? Ln ,`n awn of Barnstable glic Health Division ; 200 Main Street I Hyannis, MA 02601 __ ___) i 3 !�� !tF!! !!!'i �i1l��� tar���llj�I!!�.!!��}ttlf� '7�ilj,•,_l;ll.� .. . . tBarnstable �t�r Town of Barnstable ti . Department ""�``� 'Re Regulatory Services , ► L$ Public Health Division I �m 1639•�E0h1A`A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2851 0015 September 6, 2013 Mr. James Snider 2 lake Drive Realty Trust 69 Baxter Road Brookline, MA 02445 • ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the,following: • SAS needs repair. • Orangeburg pipe needs to be replaced ' You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. ZOR;D; F2T�HEOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health QASEPTIC\Letters Septic Inspection Failures or Future EvaM Lake Dr.,Cent-doc Free peoplo:search And contact details for Jam... http://www.whitepages.com/name/James-M-Snider/Brookline-MA/52zkvri W hitePages �AoChoicesi3? Send James M Snider's details to phone Your number _. Message James M Snider 617-232-5156 69 Bawer Rd } Brookline,MA 02445-5707 , �.Send There was an error,please try again later.close Thank you,your message has been sent.close James M Snider 6o-64 years old Phone number 61.7-232-5156 Address 69 Baxter Rd Brookline,MA 02445-5707 People James may know Susan G Snider More results at InstantCheckmate.com Previous locations Ithaca,NY Jamaica Plain,MA Edgartown,MA Brookline,MA Frenzy Over Diet Pill SA See why millions are praising + this as the"Holy Grail for Weight i Loss c Should Bodybuilding Stack Be BANNED? Controversial New SupplementsI Increase Muscle Gain Over 700%1 U.S.vs.Syria Should the U.S.attack Syria? vole in this urgent National Poll. ©2013 WhitePages Inc.-Privacy Policy and Terms of Use 9/4/2013 Parcel Detail http:Hiss gl2/intranet/propdata/ParcelDetail.aspx?ID=16365 AV Logged In As: Parcel Detail Wednesday, September 42013 Parcel Lookup Parcel Info Parcel 230-075 _ _ ( Developer ID Lot - Location FLAKE DRIVE I Pri 14I— 0 Frontage Secr_._....__. ____ __.._.. _ _ _ ._._ _.___ Sec I ____._ Road JUNIPER ROAD I Frontage 1,0 I Fire Village CENTERVILLE I -O MM District Town sewer exists at this Road — ------------ 85 address jNo I Index 0 Asbuilt Septic Scan: Interactive 230075_1 Map $ I 1 Owner Info OwnerrSNIDER,JAMES M TR Co-Owner[2 LAKE DRIVE REALTY TRUST I . ____. Streetl _ .�BA-XTE_ R ROAD I Street2 F ___. ( m. City(BROOKLINE I State AMA Zip[02445 Country I Multiple Ownership Info % Owner Name Co-Owner Address 50 SNIDER, 2 LAKE DRIVE REALTY BAXTER ROAD, 9 JAMES M TR TRUST BROOKLINE MA 02445 50 SNIDER, MIRIAM R SNIDER 51 JERICHO ROAD, MIRIAM IRREV 3-YR TRUST WESTON MA 02493/1209 Land Info _ Acres 0.48 �I Use Single Fam MDL-01 I Zoning RD-1 _I Nghbd i0113 _ Topography Level I Road Paved I Utilities'Public Water,Gas,Septic Location Lake/Pond Front,Excel View Construction Info Building 1 of 1 Year _ __.__ Roof __ ___.__ ..,_ Ext — _.._....._.___� Built 960 I Struct Gablep I Wall Wood Shingle I Living 2402 ' Roof�Asph/F GIs/Cmp I AC Central Area Cover Type' http://issg12/intranet/propdata/ParcelDetai1.aspx?ID=16365 9/4/2013 : V o JAI http:liissgWintranetipropdata/ParcelDetail.aspx?ID=16365 Ii j�.'{--i g Live Search p. ! yy Application Center(2) ®http--www,townbarnstable... ®Application Center ®Suggested Sites Web Slice Gallery Favorites 1®Parcel Detag I� BARNITABLE. Pic Ea Logged ParcelTuesday, 2014 L Parcel Looku Parcel Info Parcel Developer ID 230-076 Lot LOTS 2&3 Lfoodn Frontag 2 LAKE DRNE ( Pri 140 e c JUNIPER ROAD I Sec 70 Frontage Fire Village CENTERVILLE I C-O M&1 D4Strict Town sewer exists at this address No I Road Index 0864 <' Asbuilt Septic Scan: Interactive - 230075_1 Map +W '� I Owner Info Owner I GROSS,PETER&MCCRAY,MELISSA GROSS 1 Co-Owner 12 LAKE DRIVE REALTY TRUST 1: Streetl 176 WASHINGTON DRIVE I Street2 Country CitySUDBURY I State fvlA Zip D1TT6 Multiple Ownership Info owner Name • - MStart 5 60 ®V 49 l4'J ---__ ��{�2 Lake or Cent Aug 2014. li,Ij Labelsl-Microsoft Word ''f�Parcel Detail-Windows I.,,I u�i �y Tuesday J Parcel Detail Page 1 of 3 Al ev" .. a JCM s FI F p Logged In As: Pa ree I Detail Wednesday,October 7 2015 Parcel Lookup Parcel Info Owner Info Owner GROSS, PETER&MCCRAY, MELISSA GROSS I Co-owner ri LAKE DRIVE REALTY TRUST Street1:76rmWASHINGTON DRIVE$ ! Street2 , City jSUDBURY- - � State MA j Zip 01776 Country Multiple Ownership Info % Owner Name Co-Owner Address GROSS, PETER&MCCRAY, MELISSA 2 LAKE DRIVE REALTY 76 WASHINGTON DRIVE, SUDBURY 50 GROSS TRS TRUST MA 01776 50 SNIDER, MIRIAM &JAMES MIRIAM R SNIDER IRREV 3- 51 JERICHO ROAD,WESTON MA YR TRUST 02493-1209 . � Land Info Acres 0.4i_ Use zoning RD-1__f Nghbd 0111 ) Topography,Level Road rFaved Utilities iPublic Water,Gas,Septic I Location Lake/Pond Front,Excel View ) Construction Info Building 1 of 1 Year 1960 �I Roor,Gable/Hip j E x t t ood Shingle Built Struct" wall DKIq Living J2402 l Roof,Asph/F GIs/Cmp I AC Central� � •� Area Cover Type WDK• t Int;Drywall Bed 4 Bedrooms Wall ' Rooms Style 0ColonTW p k Int€ Bath i� 9 �. I Model Residential � I Floor{Carpet Rooms 3 Full-0 Half I q �1 � 4 o., �, IR 4 r 41 PCs - Heat 1"` _ _._��-.�.., Total {" �� _ Grade,Average Plus I Type ,Hot Air I Rooms 8 Rooms�I t __ b ' Stories2 St0(IeS� _ I Heat;Gas d_ �� �I Found- - Poured Cone� I Fuel ation Gross Area 15425 _ .I Permit History Issue Date Purpose Permit# Amount Insp Date Comments 9/1/1992 Addition �1335397 1$25,000 1/15/1993 12:00:00 AM CE DORMER - Visit History Date who Purpose http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16365 10/7/2015 Postal o (DomesticOnly; . .•. For delivery information visit our website at www.uspsxomq� art ru Ln Postage $ �? CertHied Fee () , O Return Receipt Fee Postmark O (Endorsement Required) A,'Her��e' G Restdoted Delivery Fee (Endorsement Required)C3 Total Postage&Fees s '7, <.1 i t Mr. James Snider �4n 2 Lake Drive v 1 Centerville, MA 02612 Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: in Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail is not available for any class of international mail. ■ 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"Return 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"Restricted Delivery". ;11 in 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 +;J receipt is not needed,detach and affix label with postage and mail. .y IMPORTANT:Save this receipt and present it when making an inquiry. I PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 r - °Fs r Town of Barnstable Barnstable y�P� ��°* Regulatory Services Department "�"'�"a�`" `I g Y � ► 9IIA MASS.LE,$= public Health Division m Q MASS O 039 �m ArFdMA�a, 200 Main Street, Hyannis MA 02601 2�07 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #701 1 0470 0001 4525 6850 May 24, 2012 Mr. James Snider 2 Lake Drive Centerville, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. • The septic system located at, 2 Lake Drive, Centerville, MA, was last inspected on p p 4/24/2012 by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • SAS needs repair. • Orangeburg pipe needs to be replaced You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE OARD OF HEALTH o as cKean, R.S. CHO Agent of the Board of Health Document] PKv V a C' �^� � r .* Commonwealth.of Massachusetts- Title 5 Official Inspection Form Subsurface-Sewage.Disposal.System;Form-Not for Voluntary Assessments_ 2Lake Dr. Property Address James M Snider Owner Owners Name information is Centerville MA 02632 4-24-12 required for every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way.Please see completeness checklist at the,end of the form. IWling out forms mportant:When A. General Information ````��uuullluurgq� on the computer, ``gyp ZN OFS use only the tab 1. Inspector key to move your o '•yG cursor do not James Sears LS =g: JA M ES 't e S€ADC2 use the return Name of inspector *: •c a' ( _ Capewide LLC {�;';�'F ��o:•Q�\ Company Name INS p `NO 153 Commercial St. /glllllltgt Company Address Mashpee MA 02649 Cityfrown State Zip Code 508-477-8877 S1623 Telephone Number License Number B. Certification 1 certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 16.340 of Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes F ❑ Needs Farther Evaluation by the Local Approving Authority ' 4 :N ,....yti *' _ 4-26-12 ftex,tors'Signature Date E41 -i The system inspector shall submit a copy of this inspection report to the Approving Authority(i�oard of Health or DEP)within 30 days-of completing this-inspection. If the-system is a shared'systeW or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. 5/1-5 IZI I Z t5ins•11/10 Title 0 Inspection Farm:SubsuKaee Sewage Disposal System•Page t of 17 Commonwealth of Massachusetts `title 5 official inspection Form Subsurface Sewage Disposal System.Form-Not for Voluntary Assessments 2Lake Dr. Property Address James M Snider Owner Owner's Name information is required for every Centerville MA 02632 4-24-12 page. C4fTown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ one or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by. the Board of Health, will pass. Check the box for"yes", "no"or"not determined"(Y, N, ND)for the following statements. If"not determined,"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure-is-imminent.System will pass- inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21-ake Dr. Property Address James M Snider Owner Owner's Name iaon is required for every Centerville MA 02632 4-24-12 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by_the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board.of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form y Subsurface Sewage Disposal System Form-Not for.Voluntary Assessments 2Lake Dr. Property Address James M Snider Owner Owner's Flame information required for every Centerville MA 02632 4-24-12 page. Cityrrown state Zip Code Date of Inspection B. Certification (cunt.) 2. System will fail unless the Board of Health(and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, safety and environment: El The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the.SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**: Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Cl , ® Liquid depth in cesspool is less than 6"below invert or available volume is less than Y2 day flow t5ins-11/10 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 4 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form. -Not for Voluntary Assessments . 21-ake Dr. Property Address James M Snider Owner Owner's Name information is Centerville MA 02632 4-24-12 required for every page. Cityrrown state Zip Code Date of inspection B. Certification (cunt.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ® ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes N the well water.analysis,performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5.ppm, provided that no other failure criteria are triggered.A-copy of the analysis and chain of custody must be attached to this form.] ❑ z The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems,you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office-of the Department: t5ins•1111 D We 5 Offidal Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 � y Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface_SewageDisposal.System.Form.-Not for Voluntary Assessments_ 21-ake Dr. Property Address James M Snider Owner Owners Name information is required for every Centerville MA 02632 4-24-12 page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ❑ 0 Pumping information was provided.by the owner, occupant,or Board of Health. ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ED Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(if they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ❑. ❑ Were all system components,excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions,depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner)provided with information on-the proper maintenance of subsurface sewage.disposal.systems?. The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information..For example, a plan at the Board of Health. ® ❑ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): NA Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 440 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments. 2Lake Dr. Property Address James M Snider Owner Owner's Name iequire ion is required for every Centerville MA 02632 4-24-12 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: The System is a 1000 Gal precast tank D Box and Field Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes No Seasonal use? ® Yes ❑ No Water meter readings, if available(last-2 years usage(gpd)): 2010-6,710 Gal 2011-1,060 Detail: Sump pump?_ ❑ Yes ® No Last date of occupancy: NA Date Commerciallindustrial Flow Conditions: Type of Establishment:, Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/personslsq.ft.,etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11/10 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 7 or,17 I Commonwealth of Massachusetts `title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments. 2Lake Dr. Property Address James M Snider Owner Owner's Name infortrequired to is Centerville MA 02632 4-24-12 required for.every page. Cityrrown state Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: Septic tank,distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no)(if yes,attach previous inspection records,if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest. inspection of the i/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11110 Title 5 Official Inspection Farts:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form > Subsurface Sewage,Disposal System Form-°Not for Voluntary Assessments: 21-ake Dr. Property Address James M Snider Owner Owner's Name informatirequired Centerville MA 02632 4-24-12 required.for every page. cityrrown state Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known)and source of information: NA Were sewage odors detected when arriving at the site? ❑ Yes No Building Sewer(locate on site plan): Depth 1'below grade: feet Material of construction: cast iron ❑40 PVC 0 other(explain}: Distance from private water supply well or suction line: feet Comments(on condition of joints, venting,evidence of leakage,etc.): Piping from house to tank cast iron and clay has dip and holding water, pipe tank to box clay and orange burg , pipeing in field orang burg, pipe falling apart, roots all in lines Septic Tank(locate on site plan): Depth below grade: 7"feet. Material of construction: ®concrete ❑metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gal Precast Sludge depth: 1" rains-11/10 Title 5 Official Inspection Fom Subsurface Sewage Disposal System-Page 9 of 17 f ' Commonwealth.of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form,-Not for Voluntary Assessments.. 2Lake Dr. Property Address James M Snider Owner Owner's Flame information is required for every Centerville MA 02632 4-24-12 page. Cityrrown state Zip Code Date of Inspection D. System Information (cost.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle NA 0" Scum-thickness Distance from top of scum to top of outlet tee or baffle NA Distance from bottom of scum to bottom of outlet tee or baffle NA How were dimensions determined? Tape Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank at working, Level,inlet clay Tee;out let clay Broken Tee, Both tee-s not in cover opening in let and out let Line in same end of tank. Grease Trap.(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance-from-bottom-of scum to-bottom-of outlet tee-or baffle- Date of last pumping: Date t5ins•11/10 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 10 or 17 Commonwealth.of Massachusetts. `title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments. 2Lake Dr. Property Address .lames M Snider Owner Owners Flame information is required for every Centerville MA 02632 4-24-12 page. Cityfrown state Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: 1 Material of construction: ❑concrete ❑metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches,etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Pape 11 of 17 Commonwealth of Massachusetts Title 5 official inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments. 2Lake Dr. Property Address James M Snider Owner Owner's Flame information is required for every Centerville MA 02632 4-24-12 page. Cityliown State Zip Code Date of inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any. evidence of leakage into or out of box, etc.): D Box is 16"x3" V Below Grade withree lines out, Box is old walls are cracked, Box is No Good Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No i ---'f Comments(note condition of pump chamber, condition of pumps and appurtenances,etc.): Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 r Commonwealth.of Massachusetts Title 5 Official Inspection Form Subsurface Sewage.Disposal System Form-Not for Voluntary Assessments.. 2Lake Dr. Property Address James M Snider Owner owner's Name information is required for every Centerville MA 02632 4-24-12 page. Cityfrown state Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: leaching trenches number, length: ® leaching fields number, dimensions: 15'x15' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching is a 15'long orange burg pipe field camera lines, pipe is failing apart, roots in line, leaching. not working needs to repair system Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials-of construction- Indication of groundwater inflow ❑ Yes ❑ No t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts. Title 5 Official Inspection Form Subsurface Sewage dlsPosal.System Form Not for Voluntary Assessments r 2Lake Dr. Property Address James M Snider Owner Owners Flame information is requiredd for every Centerville MA 02632 4-24-12 page. City/rown State Zip Code Date of Inspection D. System Information (cunt.) Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.): Privy,(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth.of Massachusetts Tile 5 Official Inspection Form Subsurface Sewage Disposal System Form-Plot for Voluntary Assessments 2Lake Dr. Property Address James M.Snider Owner Owners Flame information is requited for every Centerville MA 02632 4-24-12 page. City/Town state Zip Code Date of fnspec ion D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: Z.hand-sketch in the area below ❑ drawing attached separately 13 o 37 t5ins•i Ill Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 15 of 17 I ' Commonwealth of Massachusetts Title 5 Official inspection Form y Subsurface Sewage Disposal System Form-Not for Voluntary Assessments_ 2Lake Dr. Property Address James M Snider Owner Owner's Name information is rerequiredred for every Centerville MA 02632 4-24-12 page. Cityrrown State Zip Coda Date of tnspedion D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells ' 8 Estimated depth to high ground water. feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) Checked-with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Note: GW Level taken from t.h.date 1-14-99, Lot across the street, 84 Juniper RD USGS Well Aiw- 247 Zonec Rear of House is Lake Weguaguet Before filing this Inspection Report,please see Report Completeness Checklist on next page. 15ins-11l10 Title 5 Offidal Inspection Form:Subsurface sewage Disposal System-Page 18 or 17 r Commonwealth_of Massachusetts- Title 5 Official inspection Form Subsurface Sewage Disposal,System. Form-Not for Voluntary Assessments 2Lake Dr. Property Address James M Snider Owner Owners Flame nform requir on is Centerville MA 02632 4-24-12 requiredd for every page. City/rown State Zip Code Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary:A,8, C, D,or E checked ❑ Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ❑ System Information—Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t51ns•11/10 Title 5 Official Inspection Form:subsurface Sewage Disposal system•Page 17 or 17 Town of Barnstable P# Department of Regulatory Services j_ Public Healt h_ fh Division Date D n ''fib 200 Main Street,Hyangit MA-02601 Date ScheduIcd Time y�. Fee Pd. _/�C' Soil Suitability.Assessor-entfor Se xe Disposal Performcd ay:-t ,.l(.'�I Q ,� C l�1n P F1�f' I Witnessed By: LOCATION& GGENERA.L�ORIYIATION FLocadonowner's NameAddresa arcel: Z 3 L- D 7 j- 6 L'nglneer's Name NEW CONS'IRUCI'ION REPAIR #Telephone �^Or p J y 7 7 273-0377 Land Use,_�-fnSlr Family dl✓P�(irt� t. Slopes M 1 - 2— Surface Stoaes Distances from: Opeq Water Body _ R Possible Wet.Area: ft Drinking:Water Well ___-ft Dc3inngc,Way l ft. Property Line. 7(--tt Other ft SIM,ME(Street name,dimensions of lot;exact locations oftestholes.&pert tests,locate wetlands in proximity to holes) L J OQ r V l,tW� ✓u utA (.aiC� B rP l` 1 l c& = 35 go, i I Parcat materinl(gcologic).. otsdtu,:.>Vl • Depth to Bedrock 4 Dcpdt to Groundwater, Standing Water in.Holt: 2 S Weeping from Plt.onee Estimated Seasonal High Groundwater_ tL• 3y 60 N t oD 21 AbrC 'I aw4 o F CScrnb-cM e) DETERMINATION-FOR SEASONAL HJG' 11"'WATER TABLET Method Used: e»r-40-.40tl; e0A Depth Observed standing in obs.holei '3 �Cl _ la, Depth to soil motile!: 7 Ip Depot to wccpittg fiom side of ohs.holes _,___ ' `n -ourd�ater nujubimeif'r - fi:• Itrdez Well g- Reading Date; - lndcx.We111eKe[ - A fh9tbr, ,y_,__ �1 ArJ,Groundwater 1.cvol _ PERCOLATION TESL' Ualr s-r�-I 2-- '�l'itnu Obsen�ati�n. . Flole lk Time at 9" Deptlt of Peru Z y6 Time at G" Start Pre-soak7rne @ l `..l l A.N refit'(9"-6") . End Pre-soak l� Z y 4'Y Rate Min./inch 4 Z' Site Suitability Asscssmcnt• Sitc Passed S Si tg Pntled: '- Additional Testing Needed(Y/N) N Original: Public Health Divislon Obscrvution HQIQ Data To Be-Completed on Back--------- ***If er p colatlon testis.to be conducted.within 1001 of wetland,you must first notify the. Barnstable.CorservationDlvision at least one(1) week prior to beginning. 0ASEPT1('\PPMrrnf?m nnr DEEP-OBSERVATION HOLE.LOG Hole# 1 +Z Depth from SoltHorizon Soil Tcyture SOIf.Color Soil. Other Surface(in.) (USDA) (Munsell) Moitlln& (Stru urc, Stond;Boulders. Cgnilstrjljay,%'Gravel) %v rr 20�2. LS iv ,r .9f ]BEEP OBSERVATION HOLE LOG Hole# Depth from Sol]Horizon S_oll'Texture Soil Color Soil_ Other: 5urfacc(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consisfencv.16 nniven DEEP OBSERVATION ROLE LOG Hole Depth from Sail Horizon SoilTezturo Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (SGucturo,Stones;Doulders. CoTialstgnov.To D DEEP OBSERVATION HOLE LOG Hold# Depth from Sail Horizon Soil Texture Soll,Color Sall Other Surface(in.) (USDA). (Munsell) Mottling (Structure:Stow=Boulders: . on4ittcncy.96 QinYtll Fload Insurance Irate Man: Above 500 year flood boundary No- Yes LK Within 500-year.boundary No: Yes ' Within LDO year flood boundary No. � Yes. Depth of Naturally Occurring Pervious Material Does at least four fcet.of naturally occurring pervious mtiterial exist:in all areas_observed throughout the area pro posedfor the-so l`absorptionsystein? If not,what is the depth of`naturaiiy o:ccutring pdrvIous material'? Cerfification • I certify that:on is-Z7'y„f (date)I havepassed..tHe soil evaluator examination approved by the Department'of$nvironmental Protection and that the above analysis was performed by:mc consistent with the required,training,expertise d experi a described'in 10 Civ1R 1S:OI7. Signature Dart (L Q:1S8 (C F PTRCFORM:T3 0C.' AsBuilt Page 1 of 2 TOWN OF BARNSTABLE LOCATION SEWAGE I VILLAGE ee/-V/ //BILE ASSESSOR'S MAP & LOT INSTALLER'S NAME 6i PHONE NO. SEPTIC TANK CAPACITY �OQO LEACHING FACILITY:(tgpe) 416 F (size) NO. OF BEDROOMS S PRIVATE WELL O PUBLIC ATER BUILDER OR OWNER AlaeyT S,'v;,o p DATE PERMIT ISSUED: I DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No I i I I I • I 26 C-* i • TAAK i I I http://issgl2/intranet/propdata/prebuilt.aspx?mappar=230075&seq=1 , 4/12/2016 T� � f r I , \-, SAS — CULTEC C4 CHAMBERS BOTTOM OF CHAMBERS EL=38.8 DISTRIBUTION BOX T.B.M HYD. TAG BOLT ELEV = 38.03 REDI—ROCK PRECAST CONC. VENT`� / ;' CONTAINMENT WALL W/ HDPE BARRIER 2" PUMP DISCHARGE a kba 4" PVC VENT x. 1000 GALLON PUMP CHAMBER 0 e wv 0 1500 GAL. SEPTIC TANK PUMP ;{ wq CONTROLS �FR 1 �PL�N OF MASS G NOV DAVID O C, yG THULIN N0.29976 t 9 CIV L O o�F�G ST t S LEN j t - i 0 20 40 60 . . . . . . . . . . . . . . . . I SCALE IN FEET SEPTIC SYSTEM - AS-BUILT SKETCH DAVID C. THULIN, PE, PLS 2 LAKE DRIVE 211 MILL ROAD EAST SANDWICH, MASSACHUSETTS 02537 BARNSTABLE (CENTERVILLE) MASSACHUSETTS (508) 888-2345 FAX (508) 888-7259 // TOWN OF BARNSTABLE LOCATION o� �lig/�l 2, /I/ SEWAGE # VILLAGE �'EwPFiPUi,IL� ASSESSOR'S MAP & LOT,-- - (97 ' INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY OqOOO LEACHING FACILITY:(type) Z60-111 /W 4-1;F�-r (size) NO. OF BEDROOMS 5 PRIVATE WELL O PUBLIC ATER BUILDER OR OWNER AA&-,eT s/V/DE2 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No s Ja. M CV L O N w n APPROXIMATE LOCATION OF 0 00 EXISTING LEACHING FIELD WEQUAQUET LAKE w °D 355 FROM REF. PLAN - AL YN P/NKOFSKY T.B.M. - HYDRANT TAG j5 INSTALLER TO VERIFY REVOCABLE TRUST w = 00 BOLT EL= 38.08 NGVD 100' FROM EDGE OF WETLAND P/NKOFSKY, AL YN & coc LOCUS J Q Y �5 46 J6 S)Z-kFN RAND TRS N x � > F 50' FROM EDGE OF WETLAND (� Ln o p� EDGE OF WETLAND TAKEN AS E V. C14 V o o�0 ,�,�_ 34.8f ESTIMATED HIGH WEQU UET D t Q z N J5.40 J.7 LAKE SURFACE ELEVATI ^ J N 00 0 7GND MELODY S ,+ f .T6. TW / \ !� io POND V) ao Q n \ r CV 00 m4awp- TAN LvOO LO EDGE OF WETLAND > 9" ? o x .�6 d)JJ4 WEQUAQUET x I 10' ATER SERVICE LAKE ���'�..+�� SETBACK t EXISTING .7 LOwn o x 5 4-BEDROOM W2 .35.47 _ HOUSE Deck 3.2 Shrubs 4 T.O.F.38.7t x �75 MW3 _1.0 OK122PG89 LOCUS PLAN d an _ t_OT 3 1" = 500'f >•5.4 L o�ge I2. P. 1 x 96. z Trees � _ .�¢ TOWN OF BARNSTABLE GIS z 0 t x V) \ J7.1 4 I`3`�`3 SECTION LINE - SEE SHEET 2 j INDICATES LOCATION OF HEADWALLS do LAKE LEVEL CONTROL CATE Lown \ Owner Nome CIS of 1/1/16: 20' CRAWL SPACE SETBACK ;< �� GROSS, PETER & MCCRAY, MELISSA GROSS TRS J5.19 sac I \ Stone retaining wo// 1 WEBSTER LANE 6.51 GARAGE x J6.7 1r WAYLAND, MA. 01778 ; o o w O V) F Z N L U Co-Owner Nome: o tn N US Lawn 2 LAKE DRIVE REALTY TRUST w m < Ct tone x 556 �.35 Multiple Owners o � '� J5.09 Stone 9�80P/PE/NI! < x vl < c t g�;vew x 56 GROSS, PETER & MCCRAY, MELISSA GROSS TRS o X o cn < Cr = W U < �x�'� (n Lown365� age �' / Map/Block/Lot 230/075/ w Li 9(01 J491 � '� ' t PROPERTY LINE �.rJ� Property Address: CY- = N osemen DEED BOOK 1172 PAGE 511 a DAVID 2 LAKE DRIVE c� W �i E Villa e: Centerville a- < m Q CMP Oro/n o rox. /ocot/oiY '1 Fti1f M ` "` 9 > >_ Z),n \ PP -, Town Sewer At Address: No N D-o Deed Reference: w W < 10' PROPERTY LINE SETBACK I T F- M <� LOTS 2 & 3 BK/PAGE 1119-435 N Q y LOT 3 BK/PAGE 24671-211 U) w Z .34.90 TOWN OF BARNSTABLE DRAINAGE EASEMENT J Q W W X< PLAN BOOK 312 PAGE 40 Pion Reference: c) W 5 Cr}52 343 Plan Book 122 Pa a 89 S <3 Lot oreo: 22,130tsf 9 °- Y w �Vw CMP DRAIN 10' DRAINAGE PIPE SETBACK 4 LAKE OR/hE REAL TY N Q I- Fx NJ TRUST _ z o-v INVERT CATCH BASIN GRATE EL 34.5 P/ERCE, MARTHA E TR •4 � v W WW Wn NOTE: @ < <a. 30 0 15 30 60 120 '+ J L J CROSSHATCHED AREA IS AVAILABLE FOR SAS o N - v; INSTALLATION WITH CONSIDERATION OF TITLE5 HORIZONTAL ¢ N _ ( Li IN FEET ) SETBACKS, TOB WETLANDS SETBACKS AND PRACTICAL USE N z 1 inch = 30 ft. AREAS. , ` Cr ' . TOPOGRAPHY AND DETAIL FROM PLAN BY JC ENGINEERING, INC. SUPPLIED BY CLIENT IN .PDF FORMAT 8/3/12 SPOT ELEVATIONS, MONITORING WELL LOCATIONS AND EXISTING CONDITIONS 12—O3G DATA BY DCT SURVEY 8/12 - 1/17. ` 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 1 OF 12 J � N tr) O N w 1� LIJ AVAILABLE FOR PLANTING a 00 00 TREES\SHRUBS W 00 OR FENCING 3. CULTEC FIELD DRAIN C4 CHAMBERS 400 SO.FT,MIN. w 1n 00 Z 45 6" LOAM AND SEED FINAL COVER U 0 F Z 24,3t a MODUL R BLO K RETAINING ALL FIRST FLOOR 39.92 I N XQ BOT C4 CHAMBER 39.80 Q L+- 2 Z w T.W. 40. TOP F UNDATION± 3 6 W J � 40.St PROPOSED FINISH GRACE EXISTING SE CK N RETAINING WALL • p to 40 Q U W U. g MW3 OP PVC 36.05 O 0 M z�, o� 38.80 TITLE 5 15.2 5 _ _ _ REGULATED HIGH WATER L VEL 34.80 Q of Z N c v o REPLACEMEN - _ - �_ Q 00 W O SAND - 300t Y 35. t CRAWL SPACE00 35 v(V-,) 36.04 \ Q N ao !� wv 0T,O.B. HIGH W 34.8 35 57 ANE BELOW 40 MILL H PE BARRIER k 1 1 HIGH ROUNDWATER ER T,0.8 HEA TH ID LEVELAT BACK OF WALL DEPARTMENT - ELEV TION 34.8 NG TOP MW1 36.70 N TS 30 CURRENT 1/30/17 31.9 GALLON 1500 G LLON SEPTIC TANK AND UNSUITABLE SOIL REM AL SEPTIC 1000 GALLON PUMP CHAMBER (NOT SHOWN APPROX. 110 Y - WALL CON AIN TANK HT INSTAL ATION ELEVATI N TO MATCH XISiNG BUILDI G SEWER EXISTING LEA FIELD MATERIALS W/OUTLET FILTER 25 0 10 20 30 ' 40 50 60 70 80 90 100 110 120 130 140 150 160 170 SITE SECTION - PROPOSED PRESSURE DOSED CUILTEC C-4 CHAMBER SAS Z 0 V) 5 w 0[ U W ^ N 45 - U w ~ ~ Z N W F FIRST FLOOR 39.92 j L) Q tp N w Li W RETAININ WALL m Z ILI = 1) Z W EXISTING TOP f UNDATION± 3 6 u- a S2 -1 U ¢¢ 40 a HO SE U U a N 2 3 TOP PVC _n - F! j MW3 OP PVC 36.05 o 03 uj W REGULATED HIGH WATER LEVEL 34.80 H 0 Z y TOP M W 36.70 - - 1n 2� 36.4 a� W � W _ - - `s s CRAWL SPACE - p W 36.1t MAX. 34,50 C N 35 - - - OwVrf TMAX. 33. 6 MAX. 33.7 MAX 33.82 N CURRE T 1/30/17 31, 4 AWL SPACE FL OOR AT BULKH AD 34.2 CU RENT 1/30/17 31.93 MIN• 3.31 URRENT 1/30 17, 33.31 w Q ~.4 MIN. 31.9 MIN, 31. MIN. 31.94 1-- Q y Z 30 CRAWL SP E FLOOR O S MP ELEV. 33.9 CURB NT 1/30/17. 94 } J W�o (n I.LI Q W U W J �aa EXISTING 000 GALLON ' ' WATER LEVE IN SUMP 8/13 33.72 F= S c 3 SEPTIC TANK 0- W uwi N Q Z Q2 25 P�CNOFM SS Z Win Qam O� C. 0 yG 10 20 .30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 J N Li J w THULIN m o_ m N o No. h SITE SECTION EXISTING CONDITIONS 0 9 CIVICML In z o > S'T c�`�Q cr A SITE SECTIONS m 12-036 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 2 OF 12 PROPOSED SOIL ABSORPTION SYSTEM (SAS) SEWAGE --FLOW ESTI M ATE J M INDICATES LARGE TREE TO BE REMOVED SOURCE UNITS GPD/UNIT QTY GPD COMMENT a 0 Ln C-4 INSTALL THIRTEEN CULTEC C4 CHAMBERS IN BED L CONFIGURATION PER CULTEC SPECIFICATIONS WITH SINGLE FAMILY RESIDENCE BEDROOM 110 4 440 31 CCMR 15.02 (13) W F 00 PRESSURE DOSING DISTRIBUTION SYSTEM. FINISH SURFACE00 OVER CHAMBERS TO BE LAWN. TREE AND SHRUB PLANTING SEPTIC TANK TOTAL ESTIMATED PEAK DAY FLOW 440 GPD - NO GARBAGE GRINDER a w o°Oo NOT ALLOWED WITHIN CONTAINMENT WALL. GROUNDWATER N 00 ^ SEPARATION TO BE 5 FEET FROM TOWN OF BARNSTABLE ( OUTLINE OF AREA REQUIRED TO LO ESTIMATED HIGH GROUNDWATER ELEVATION 34.8 NGVD - CONSTRUCT PIPE AND STONE LEACHING TOTAL FLOW X DET. TIME = 440 GPD X 2.0 DAYS = �80 1500 GAL. TITLE 5 MIN. -� a HIGHEST PROPOSED FINISH GRADE ELEVATION 41.6 FIELD. 17.2' X 34.7'= 597SF (A x 597SF X 0.74GPD/SF = 442GPD INSTALL STANDARD PRECAST CONCRETE SEPTIC TANK PER TITLE 5 SPECIFICATIONS. < - 42GPD REPLACE EXISTING 1000 GALLON SEPTIC TANK WITH 1000 GALLON PUMP CHAMBER Q SOIL ABSORPTION SYSTEM a to U O M (3V CULTEC Field Droin Contactor C4 - APPROVAL FOR GENERAL USE o N REDIROCK CONTAINMENT WALL Pursuant to Title 5, 310 CMR 15.000 rev. 3/31/16. 0 za I T.B.M. - HYDRANT TAG � l¢4 Table 3, Page 3 of 5 allows 6.7sq. ft. per LF of chamber installed in a bed configuration. 5 � N 00 BOLT EL= 38.08 NGVD 13 chambers x 8 LF/chbr = 104LF. 104LF x 6.7sq.ft/LF = 697sq. ft Effective Leaching Area: Q N 00 Q<(/ 35.59 100' FROM EDGE OF WETLAND 697sq.ft x 0.74gpd/sq.ft = 516gpd > 440gpd 34.7' X 12' = 416sq. ft > 400sq. ft. min reqiure N w 00 by Town of Barnstable. LO SHED TO BE REMOVED + , ♦ SOIL TEST DATA 75' FROM EDGE OF WETLAND 35.46 SOIL EVALUATOR: Michael Pimentel CRUSHED STONE OR OTHER INSTALL AN APRON ♦ r_ 50' FROM EDGE OF WETLAND BOH WITNESS: Donald Desmarais R.S. � _ >>\ ,� ewide Ca TEMPORARY CONSTRUCTION EXCAVATOR: p TO PROTECT PAVEMENT EDGE AND PREVENT �o " / ^ 'o1Q TP1 0-6" Fill TRACKING OF SOIL ONTO �� / �P rO O'oF EXISTING 1000 GALLON SEPTIC TANK TO 6-20" A Loamy sand 10yr3/1 PAVEMENT � �O J 1 `♦ BE REMOVED. - REPLACE WITH 1000 20-28" B Loamy sand 10yr5/6 a \ ��r �i GALLON PUMP CHAMBER Edge of 35.40 'ti O NF 32-120" C M-Coorse sand 2.5Y6/6 Povemenf OQ 3 :3 \ ` INSTALL 1500 GALLON SEPTIC TANK z ♦ Standing water @ 52", no' mottling o_ Trees\and TP 2 `" LARGE TREES nofive drubs Some as TP1 TO BE REMOVED M TYP • Perc test ® TP1 Depth:28-46" o Trees and Time start 10:11 A.M. F F o Time endl- 10:24 A.M. U w o w / Lown Generofor Lown / nofive shrubs Perc <2 Min/in o m � N N ui Nf OJ cn 35 33 w m I Q� EDGE OF WETLAND u- o � �1010 STAKED COIR OR STAW WATTLE wq�R `� I PROPOSED �� SHORELINE a ELEVATION 34.8 � = w v FOR EROSION AND Ry Sul 'o LOCATION OF o o <n 0 SEDIMENTATION CONTROL 0A0 DEWATERING �, WATER LEVEL OBSERVATIONS • BAG '� N / Ci4ir♦ x36. «•ti" J ELEVATIONS IN FEET NGVD w • ^�O ♦ #� 4"C.I. LAKE LAKE LAKE 0 ui INV.36t r• / DATE SITE CULVERT MW1 MW2 MW3 MW1 = H O.H.N7RES ^ M I / 1 d V ~ M�11 \ ' .yR > N Go 8 9 2012 32.02 W ¢ Qs� EXISTING HOUSE 8 13 2012 32.18 N Q Fyn TEST PIT LOCATION APPROXIMATE CRAWL SPACE i 8 15 2012 33.58 32.05 32.05 32.27 1.53 FROM J.C. ENGINEERING 4 BEDROOMS ci w a W • w + ESN OF�,� 8 16 2013 33.59 32.13 32.13 32.25 1,46 � w PLAN/REPORT �, s�+ 8 21 2012 33.54 32.05 32.07 32.16 1.49 ��- w 5 <; a= DACD 8 21 20112 33.55 33.54 32.04 32.07 32.15 1.51 W Y w u W Q 1 TNUi Rd "- 1 Z1 OZ2013 33.87 N Q z o m- N©.39403 7 49 1 ui w 36.4 4 19 2013 34.21 34.17 33.21 33.24 33.35 1.00 z Y W io Lown Town 5 17 2013 34.17 34.13 33.10 33.11 33.27 1.07 (V Li a 6 3 2013 34.50 1 34.38 33.66 33.76 33.82 0.84 0_ m c•,�' TP 2 "`r'; 2013 34.30 34.21 33.58 33.58 33.67 0.72 1 30 2017 1 33.31 31.94 31.93 31.94 1.37 z 36.4� SEPTIC SYSTEM DIMENSION DETAIL 34.50 MAX 33.66 33.76 33.82 1.68 a 33.31 MIN 31.94 31.93 31.94 0.72 m 0 20 40 60 80 100 120 140 � 160 I , , , , , , , , , I , , , , , , , , , I , , , , , , , , , I , , , , , , , , PROPOSED CONSTRUCTION 12=036 SCALE IN FEET. 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 3 OF .12 Cf) 10'-6" SMART FILTER ALARM 3014AB ._I AC-A-O-SF OUTLET MOUNT TO SIDE OF HOUSE PROVIDE RISER POLYLOC HDPE OR o N NEAR PUMP CONTROL HEIGHT REQ. FOR EQ. FRP BOLT DOWN W n' COVER AT FIN. GR. COVER W/W.T.GASKET a ' CONDUIT AND WIRING PER VARIES Y APPLICABLE CODES. HYDRAULIC CEMENT FILLET D to X MIN,OPNG I 21"0 OPNG ALL AROUND o CONCRETE \ A PUMP PRECAST V p 0 00 INSERT ( 1 CHAMBER CONC. TANK X Z N 1 COVER VENT SANITARY TEE 0 J ¢ 1 \ I Q ~in 00 000 0 to 00 OHDPE OR FRP RISER AND BOLT DOWN COVER I I OUTLET TANK RISER & . COVER o N W 0 0 AT FINISH GRADE 1/2„ - 1'- 0" SMART FILTER — � rJ ALARM SANITARY TEE 22,. GENERAL NOTES PLAN INLET � ' RISER AND APPROX FIN. GR. BOLT DOWN 4" SCH40 PVC GAS BAFFLE 38 CONCRETE RISER AND 1. Septic tank shall be either: COVER INSERT BOLT DOWN TOP 37.22 COVER COVER (o) watertight through manufacturer's specification and warranty, or 37 SEE CONCRETE TANK (b) mode watertight by the manufacturer, equipment z 8" VARIANCE supplier or installer using asphalt or synthetic polymer V) REQUEST sealer specified by the concrete or synthetic material 5 (SHEET 11) manufacturer. 36 2. Septic tank/pump chamber sholl be constructed r 3„ or set level and true to grade on a level stable base o 35.8t VOLTAGE o t,.l ,. which has been mechanically compacted. if the F F 120 VAC, 50 60 Hz 7 WATTS MAX 0 w o o w 35 T.O.B. EST. HIGH GW 10' / component is placed in fill, proper compaction is o to f- Z N W (ALARM CONDITON) required to ensure stability and to prevent settling; U to = ALARM ENCLOSURE: native round with a six inch aggregate base is m o ¢ `° v1 o 34.8 POLYSEAL BOOT (TYP) g �' 6.5X4.5X3.0 INCH 'INDOOR-OUTDOOR otherwise adequate. 4 0 0 _j 6 o 34 ,o �`' WEATHERPROOF, THERMOPLASTIC 3. Installer may provide any precast concrete tank � i w U a o J ^ MEETS 3R WATERTIGHT STANDARDS conforming with dimensions and construction materials o u o to ZABEL FILTER 1 o I ALARM HORN noted above and applicable provisions of title 5, having to SEE DETAIL - o 82 DECIBELS AT 10 FEET the capacity and vehicle load rating as specified for 33 . v ARARM BEACON this installation. o W AT RIGHT _j MEETS TYPE 3R WATER-TIGHT 4. Unless otherwise approved by the local approving < in 31.9 BUOYANCY. - STANDARDS AS INSTALLED BY authorit septic tanks shall be installed with not _ �(n Weight of tank and soil above = 19285lbs. y� p <L W U GW 1 30 17 Displacement O Est. High G.W. 133O5lbs. FACTORY ¢ ,� m 32 / / 9 greater than 36" from the top of the tank to finish o > Safety Factor - 1.4 4 (n � r TEST/SILENT SWITCH grade. Risers and covers sholl be provided and a 0= ., ® CERTIFIED TO IP66 AND IP68 installed with cover located not more than six (6) w a� STANDARDS inches from finish grade unless otherwise noted. N Q . 31 31.22 SWITCH Risers and covers for this installation may be ADS v}i w QQj 9.-10" F,P��NOFMgss9 SARRANTY FOR DEFECTS MATERIAL N-12 HDPE PIPE with bolt down plastic cover by w Cr DAVID o polyloc or approved FRP riser and cover. System 5 <3 1" TAPER o� C. ti� D WORKMANSHIP risers shall be secured to the tank forming a a- SECTION A-A THULIN -A-0-SF-3YEARS watertight connection. N Q z 0.0-11 --- o No.29976 -+ I J U W IX W 1500 GALLON SEPTIC TANK H T `'A�� CIVIL zABEL Al 800 z �.Q W m NOTE: 1/2" = 11- 0" - Sl `' EFFLUENT FILTER 19 a N m N9- . INLET TEE AND OUTLET FILTER SHOWN AT TANK SPECIFICATIONS w ¢ ~ � ENDS FOR CLARITY. ACTUAL INLET/OUTLET 1.) CONCRETE 4,000 PSI AFTER 28 DA NTS in z LOCATIONS ARE AS SHOWN IN PLAN VIEW ABOVE. 2.) CONSTRUCTION CONFORMS TO D cr 310CMR SECTION 15.226 ¢ 3.) REINFORCEMENT PER ASTM C1227-93 mSEPTIC TANK AND EFFLUENT FILTER 4.) APPROXIMATE WEIGHT 9,540 LBS 5.) FURNISHED WITH WATERPROOF COATING 12-036 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 4 OF 12 J INLET FROM 8'-4 1/2 SEPTIC TANK VENT TO FIN. GRADE +2' BARNES 8'-3 1/2" 35 a LO N m O N w - 30 a w PROVIDE RISER WITH TSPECIFICATIONS U- w06 SECURED COVER TO GRADE CONCRETE 4.000 PSI AFTER 28 DAYS I 25 SE411 o CONSTRUCTION CONFORMS TO DEP TITLE V REGS Z = O 310CMR SECTION 15.226 - U LO 3.) REINFORCEMENT PER ASTM C1227-93 v '[68GPM, 15.0 FT TDH.] J Q 4.) APPROXIMATE WEIGHT 9,540 LBS O 20 V) Q 5.) BOTTOM SECTION EXTERIOR COATED PER w w N A /A = CONCRETE - U 15 Lo INSERT a z I OfI COVER = o N LO Ln o 10 I J N 00 Ln a F 5 Q 00 N ao VENT TO SEPTIC TANK 2" PVC TO c14 w o DIST BOX v 0 0 25 50 75 100 -,N OF Mqs FLOW (GALLONS PER MINUTE) y�`�P DAVID s9oy PVC CONDUIT TO HOUSE. JOINTS TO BE NEMA-4 JUNCTION BOX CORROSION RESISTANT BUOYANCY: a C. s MADE WATERTIGHT. WIRE PUMP AND PLAN & LIQUID-TIGHT CABLE CONNECTORS. INSTALL BOX Weight C tank and soil above = 170391bs. THULIN m, FLOATS TO SIMPLEX CONTROL PANEL. t g o No.IVIL CONDUIT AND WIRE SIZE TO COMPLY IN HDPE OR FRP HAND HOLE WITH TO WITHIN 6' OF FINISH GRADE Displacement �-Est. High G.W. = 117501bs. q� CIVIL �Q WITH APPLICABLE CODES Safety Factor = 1.5 /S'C HDPE OR FRP 24" ID ACCESS RISER WITH �s N_ WIGGIN PRECAST CORP. 1000 GAL. BOLT DOWN, WATERTIGHT COVER PUMP INSTALLATION AT FINISH GRADE MONOLITHIC PUMP CHAMBER 1. PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE z z CONC. INSERT COVER 2" BALL VALVE WITH UNIONS SCH 80 PVC MANUFACTURERS SPECIFICATIONS. N 37 GEORGE FISHER CO. MODEL No. 560 5 2: CONTROLS: PUMP CONTROLS SHALL BE PROVIDED IN A MOISTUREuj 77 1/4" WEEP HOLE PROOF PANEL BOX MEETING ALL STATE AND LOCAL CODE STANDARDS FOR 36 _ EXTERIOR USE. THE PANEL BOX SHALL BE MOUNTED ON THE BUILDINGuj U O 2"PVC DISCHARGE SERVED BY THE SEPTIC SYSTEM IN CLOSE PROXIMITY TO THE PUMP F `o TO DISTRIBUTION BOX. . CHAMBER. FOUR FLOAT SWITCHES SHALL BE PROVIDED TO CONTROL THE o � z N w PUMP OPERATING IN THE FOLLOWING SEQUENCE: } o a m N 35 T.O.B. EST. HIGH GW SEE VARIANCE REQUEST (SHEET 11) m z W = o. PUMP OFF (8" ABOVE BOTTOM OF CHAMBER) a a N a u o 34.80 2" SCH 40 PVC TEE b. PUMP ON (20 1/2" INCHES ABOVE BOTTOM OF CHAMBER) cr = w U a a O U O w m 3 H.W.ALARM WITH CLEAN_O�TAP c. ALARM ON AT PUMP FAILURE (21 1/2" ABOVE BOTTOM OF 34 N 75% RESERVE CAPACITY CHAMBER) N 11\ HOISTING CABLE 7 X 19 STAINLESS STEEL d. ALARM ON AT 75% RESERVE VOLUME (43 1/2" ABOVE BOTTOM) w F' \ w N \ 1/8" DIAM. / 1,760 LB. STRENGTH ¢ Z) 33 \ PUMP OFF 3. ALARM: AN ALARM SHALL BE INCORPORATED IN THE PUMP CONTROL � V) U I - PANEL. THE ALARM SHALL BE POWERED BY A CIRCUIT SEPARATE FROM o_ 1 4" P H to to N I / WEE HOLE IN DISCHARGE PIPE ¢ c, 7 3/8" \_ THE PUMP POWER. AN AUDIBLE ALARM SHALL SOUND AND A WARNING V) moo^ 32 31.01 PUMP ON N 2" BALL CHECK VALVE SCH 80 PVC LIGHT SHALL TURN ON IF THE PUMP FAILS TO OPERATE AT THE HIGH PUMP u ui a 1-5o LEVEL. A BUTTON SHALL BE PROVIDED TO SILENCE THE AUDIBLE ALARM. r<� 100 P.S.I. FLOWMATIC MCOOEL No. 2085 1n N' to 3 THE LIGHT SHALL REMAIN ON UNTIL THE PUMP IS AGAIN INSTALLED AND } J jc 2" SCH40 .PVC DISCHARGE PIPE OPERABLE. THE AUDIBLE ALARM SHALL BE REACTIVATED AT THE HIGH N Ui W Lai L31 WATER LEVEL WHICH SHALL BE SET THREE INCHES BELOW THE PUMP (� BARNES SE411 PUMP 0.4HP 115V 2" DISCHARGE CHAMBER INLET INVERT. ~ a: 5 _ a Y W V W — Z PUMP OFF ON PA I -1 MP � �/ SS NG 1 2" SOLIDS A PU V) a a / Q Z O�- 4. NOTE THAT THE SEPTIC MPONENTS AR T PLACED MAY IN PIGGYBACK FLOAT O E ESE C CO E OBE BE SINGLELO MANUFACTURED BY MYERS LIBERTY ORw 30 8'_p 1/2" POLYLOC WITH SIMILAR POWER REQUIREMENTS PARTIALLY INTO THE WATER TABLE. THE SEPTIC TANK AND PUMP CHAMBER I —J U Y-N AND PUMP PERFORMANCE MAY BE SUBSTITUTED SHALL BE FURNISHED WITH A WATERPROOF COATING AND SHALL BE PLACED Q JaW 9'-0 1/2" IF APPROVED IN ADVANCE OF INSTALLATION BY ON A STABLE BASE OF CRUSHED STONE IN AN EXCAVATION SUFFICIENTLY a N J v; SYSTEM DESIGNER DEWATERED TO PLACE COMPONENTS AT THE ELEVATIONS SHOWN. THE Q N1g_ 9'-3 1/2" w INSTALLER SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PROVIDE A ' I- I- PROPERLY DEWATERED EXCAVATION IN WHICH TO PLACE THE COMPONENTS. N z SECTION A-A a 1000 GALLON PUMP CHAMBER PUMP CHAMBER m 12-036 1/219 = 1 O" 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 5 OF 12 J ^ f M Cn PUMP CONTROL PANEL 12�" ' a I SUPPLY AND INSTALL RK SERIES PUMP CONTROL PANEL AS MANUFACTURED o 0 0 0 ~ 00 0 00 BY CSI. FEATURES OF THE RK SERIES PANEL APPLICABLE TO THIS w INSTALLATION ARE AS NOTED BELOW. INSTALLER SHALL MATCH MODEL TO 15 = o PUMP SUPPLIED FOR THIS INSTALLATION. PUMP CONTROL PANEL MODEL: a DISPLAY OPTION: DDCSTD - Digital Display - Simplex Time Dosing w/ Time Meter & Counter D N x CONTROL SWITCHES: Subject to pre-opprovol by the sytem designer, INSTALLER may substitute a PRESSURE BELL ASSEMBLY RKPB - Complete p p 14 Assembled ABS Pressure Bell for PAC Units, or other control 2 o Ln sensors/switches for the float switch assembly specified herein. Pior to Q M ordering a substitue control system INSTALLER shall furnish a complete 11 10 o N product desription together with name and contact information of the �n Q � a I equipment supplier to the designer. ° ° 5 6 J N 00 Durable NEMA 4X Enclosure 3 a N 00 The enclosure is manufactured from durable polycorbonote material and is UL 0 N w o Listed NEMA Type 4X rating as accepted by industry standards. It is intended ' LO for indoor or outdoor use.and provides typical 4X protection against corrosion, PIMP w oo Wm E windblown dust 'and rain, splashing and hose directed water while remaining 0 P� � o � 0 undamaged by the formation of ice on the enclosure. In addition the door of 4 the enclosure has the useful and unique ability to be removed simply by n TheRKplenclorsurre t se hinges, t available inaBlock bort Gray and installation vice. \-�DAv DASS9c' O 16 Supply gray enclosure for this project. High quality stainless steel lockable o= C. tiN o wo 0 latches come standard for safe and secure operation indoors or outdoors. THULIN Q No.29976 -�Standard Molded Sub-Door (Dead front) p CIVIL a 9 8 7 The RK Series control panel has increased user safety through the use of a ° `� SSEQ���Q non-conductive molded polycorbonote inner door. This provides space savings FS iptd ENS' ENCLOSURE D OOR SUB DOOR i and convenient operator controls while isolating the user from energized o components. On the inside of the sub-door RK Panels have quick disconnect v, circuit boards for easy replacement and troubleshooting, spore fuses for olorm O NEMA 4X ENCLOSURE 12 PUMP AND ALARM FUSE 19 and control fuse replacement, and a custom RK Series screwdriver to ease 17 servicing. O PUMP AND ALARM CIRCUIT 13 FUSE FAIL INDICATOR BREAKERS o w �p Audible Alarm Circuitry 14 DIGITAL DISPLY CENTER ° O ° '- o o w RK panels come standard with on audible piezo alorm (95 db +/-) and the O3 CONTROL CIRCUIT POWER LIGHT 0 o N Z N = exclusive side mounted "Touch to Silence" pod. With this feature the user is n DIGITAL INTERFACE BOARD w ALARM CIRCUIT POWER LIGHT 15 O w }m o Q I able to silence the, audible by simply touching the decal on the side of the O 16 NON-CONDUCTIVE BACK PANEL a Y N a 0Ri enclosure. This eliminates rubber boots that con leak and switches that foil ALARM LIGHT O < x w < a due to moisture while maintaining the integrity of the enclosure. Standard O 17 RAISED BREAKER PLATFORM H HC] O o o in Lockable Latches O TEST/SILENCE TEST BUTTON H.D. PARALLED GROUND PLUG Standard Circuit Breakers O HAND RUN,PUSH BUTTON 18 0 0 0 ILOO O 0 w w RK panels come standard with control & motor circuit breakers accessible 19 CONTACTOR HOUSING 16 a N through the sub door. 8 PUMP RUN LIGHTS cr = v, O 20 ELEVATED TERMINAL STRIP p p <>0 a W U NK 0 Q ym Non-Conductive Back Panel Og PUMPS OFF'LIGHT N DN, TOUCH TO SILENCE PAD Ln °- RK Panels come standard with an injection molded back panel providing o - 21 LJ a �o PUMP ON LIGHT w raised platform for mounting circuit breakers, o heavy duty paralled ground lug, 10 N rya housing for contoctors (rated at 25 FLA) and elevated terminal strip for 11 HIGH LEVEL LIGHT O O O N w aW0 installer friendly field wiring. Alarm and Control Fuses 21 J �w� Each RK Panel has separate Alarm & Control Fuses Standard with Fuse Foil - <3 Indicator Lights prominently located on the Sub-Door for Simple 0 0 0 w y w iz Troubleshooting. NOTE: N Q Z cr25 Panel for this installation shall be eqiupped to operate a I J �Ir� Panel Displays 20 Wy simplex pump with operation and olorm system as noted on 0 0 z YWm The RK Series provided shall be capable of either timed interval dosing or a a Sheet 5. No provisiori'foY timed dosing is required cycle counts ° ° � �.i � '� demand dosing. Panel Displays shall be factory installed. The displays shall (6 enable viewing of panel information including Elapsed Run Time Meters and or run time metering. A cycle counter However. control pone) a m CN Cycle Counters for each pump. If applicable, Pressure Activated panels shall shall be capable of addition of these features with optional w upgrade components. System Installer shall provide the design ~ N also display the current liquid level depth in inches. Panel shall include a timed t8 BACK PANEL N z engineer with information reqiured to evaluate both control panel Of dosing display enabling a programmable time dose sequence capability including and floot switch components and assembly prior to purchase. a Pump Run Time, Pump Off Time, Override Pump Run Time, Override Pump Off m Time. Installer shall demonstrate functionality of all panel features to the inspecting authority and the system designer at the final system inspection. 12-036 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 6 OF 12 PORTIONS OF EXISTING LEACH Q FIELD TO BE REMOVED 8'-7" CONTAINMENT WALL ^ APPROX. LOCATION J \ 2st• FROM JC ENGINEERING PLAN - 04 �.�•• o N tM 0 0 0 MT MIN. EXTENT OF UNSUITABLE INSTALLER TO VERIFY w SOIL REMOVAL W ao Q 00 moo•, w / > Z = a 13 CULTEC C-4 CHAMBERS - 3 STARTER J a Lo I B B UNITS AND 9 INTERMEDIATE UNITS / INCREASE TO 4" cn x M ° N ° ° ° ° DIVIDE ONE ADDITIONAL HD UINT IN THIRDS �'�' / SCH40 PVC PIPEa° ° ° ° ° AND INSTALL WITHIN ROW AS SHOWN BELOW h� / pp / O U m 2" SCH40 PVC U o M / PRESURE PIPE z N % � a 1 Q _ 1/3 HD CHAMBER / 5 J N oo ao CULTEC CONTACTOR FIELD DRAIN C-4 PLAN VIEW / 0 Q V) / REMOVE EXISTING 1000 0 N w m 4" PVC OBSERVATION PORT / GALLON SEPTIC TANK ,� • _4 Y, / AND INSTALL NEW « �, 1000 GALLON PUMP a 4 p CHAMBER ° INSTALL NEW 1500 ° ° ° ° ° MIL POLY 40 M POLY OR PVC BARRIER / GALLON SEPTIC TANK - TOP OF BARRIER AT TOP OF / C-4 CHAMBER a OF C-4 CHAMBERS BOTTOM TO / PENETRATE ONE FOOT INTO NATURALLY • OP = OBSERVATION PORT OCC.IRING PERVIOUS MATERIAL V = VENT VARIES - SYSTEM' PLAN EXISTING BUILDING SEWER t%I Z SECTION B—B pAAss9�y CULTEC CONTACTOR FIELD DRAIN C4 SYSTEM PLAN VIEW s a� C. GN 8 1/2" g THUUN 1 3 C4HD STARTER o w No.29976 Co 1/3 C4HD STARTER / 4' 0 .p CIVIL ,tea W/END WALL W/O END WALL SEE CONNECTION DETAIL �- � o o w ,'� O (n 1- Z N w SECTION A-A ssON m o a N W CULTEC CONTACTOR FIELD DRAIN C4 SECTION VIEW _) W = �, INTERMEDIATE INTERMEDIATE INTERMEDIATE STARTER cn a C-4E C-4E C-4E C-4R ~ o u o N PIPE LEVEL TO NEXT FITTING CULTEC No.410 FILTER FAB IC PIPE LEVEL tn COVERING ALL CHAMBERS FROM o INTECR MEDIATE INTECR MEDIATE INTC 4HDIATE SC 4R R INV. 2" BELOW DBOX OUTLET ¢ V)DIST. BOX CULTEC C4 CHAMBER o° ° a w = N ° ° ° ° ° INTERMEDIATE INTERMEDIATE INTERMEDIATE STARTER > > N �o^ ° ° ° ° o C-4E C-4E C-4E C-4R 2' MIN. Li m ° ° ° o ° o f LEVEL PIPE r Q J 10 4" SCH40 PVC INSTALL 4"SCH40 PVC TEE V) w Q-'? ° ° 0 8'-0" 1/3 C4HD STARTER 6 OUTLET DISTRIBUTION BOX v I � ° o ° ° TIGHT TO WALL - SECURE W SANITARY TEE o ° W/END WALL WITH HYDRAULIC CEMENT a �W ` 0 4 VERTICAL DROP Y w -Mz FABRIC SPLASH PAD 90' EL _ CULTEC CONTACTOR FIELD DRAIN C-4 CHAMBER STORAGE = 1.692 CF/LF 4" PVC TO 2"PVC FROM N Q w OmJ • ' INSTALL PER,MANUFACTURERS INSTRUCTIONS. USE STARTER/INTERMEDIATE PUMP CHAMBER I u �'' y METHOD OF CONNECTING LATERAL TO C4 CHAMBERS AND END SECTIO'NS AS REQUIRED FOR SOIL ABSORPTION SYSTEM CONFIGURATION. Q N J wN NTS a m N - NOTE: gip` DISTRIBUTION LATERAL DETAIL V) C4 CHAMBERS TO BE COVERED WITH CULTEC No. 410 Filter Fabric. DRAPE FABRIC OVER % N z INLET END OF CHAMBERS. WITH OPENING PREPARED TO ACCEPT 4" PIPE. CUT AN Y IN r,,i THE FABRIC AT THE OPENING AND INSERT PIPE STUB PROJECTING 4 IN. MIN. INTO CHAMBER, m INSTALL A FILTER FABRIC SPLACH PAD, TWO LAYERS, 1' X 3' BENEATH THE INLETS. - SOIL ABSORPTION SYSTEM 12-036 {, 7 OF 12 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 42 -- -- J M 41 _ I _ a^i Cn rn s j ��� ? N N - `l 40 39 N 00 000 q � 00 f I ? w N 38 - Z D 00 m 0 LO 37 J a — — 3 N I i x -- 3 - 3 N 36 a w 11 —� E • U N Q 34 - -~ - - T.O.B. EST. ;HIGH G.W. 34,80 GROUNDWATER 1/30/17 2.00 P� q ; U o i DAVID z N 33C. m N 0025 _ 20 15 10 5 0 5 10 15 0 � 25 Q N 32 _.__ _. 00 v THULIN S 00 No.29� p� IVILP��Q N w Wo N SSE �• I� SECTION C=C ,�A -- 42 __ a L TOP WALL 40.00 41 �� _ 40 - 1 i 39 - CULlEC--FlELD.__DRAlN-_C4 CH MSERS A STREET SIDE A � 38I BOTTOM OF CHAMBERS 38 80- 37 1 I �. B B z O - - - - - - - i _ _ _ _ _ _ _ ( - - - - - - - - - - - - - - - - - - - - - MOUDULAR BLOCK - -. - __ ._..� - 5 35 RETAINING WALL cr EX,(STING GRADE C C �- 34 T.O.B. EST, HIGH G.W. 34.80 GROUN WATER 1/30/17 2.00 € w n 00 33 _ L) W Z o w I N w V N = 32 25 20 15 10 5 0 5 " . 10 15 20 25 w m� � J U z w = N - SECTION B-B < y in= W < a o a U o N 42 N w � o w 40 a w UN I 05 , N 39 �n US 38 37 w i N w I 1Lij 36 - - - - -.�L_a..� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W Y wkOZ 34 � I � vw�N T.O.B. EST. HIGH G.W. 34.80 GROUN WATER 1/30/17 2.00 I Q awm J w -1 33 N. EXISTING GRAD a N m N9- 32 25 20 15 10 5 0 5 10 15 20 25 N z 1 a SECTION A-A a — m SAS SECTIONS 12-036 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 8 OF 12 C- 42 (n cn J M 41 0 WALL 4:0 N Ln a w O N 40 wDq v 90 a N alo w _ ~ 00 39 - I THULI m w00 w N -r cl Z D 00 IL ui ( - - - va36 J — — — — — — — — — — — e� __ a. . - _. ..35 ui 34 � _ w._ .__._ ._ v Ln GROUNDWATER 1/30/17 32.00 EXIST ING GRADE 3 V o N _ 33 �_ _ z ( T.O.B. EST. HIGH G.W. 34.80 N 010 �_._.. _ _ S 00 32 25 20 15 10 5 0 5 10 15 20 25 Q _ N 00 SECTION F F N W 0 ' v 4 ........_ _,_._.. _._.._.._.._.._.__...2 41 40 ; _,w__,_ _.___._ _. ,_,_ ___„ ._ __...__ _.. ____ _____.__.._._. _ ., ,,____ _ , __ __._._„_ _.. ___ _.—FtNtS ' CLI.LTEC FIELD._DR.AIN39 C4-CHAMBERS _____ _ i� CO ROVER TANKS Q - N 38 I ? BOTTOM OF CHAMBERS 38.80 i 37 _ — W — — — — — — — — z — — — — O 36 wT - - - - - - - - - - - - - - - - - - - - - - - �� 35.80 5 35 _ W 34 _ _ _. _ _ _ .__._ _ _ _ .. _...._ GROUNDWATER 1/30/17 32.00 T.0 B. EST. HIGH G.W. 34.80 Uo w rn 33 � - - �_ oN U N N = 32 25 20 15 10 5 0 5 10 15 20 25 W m O a tO N O U ►7 Q Y (n Q 0 O SECTION E—E = W U Q O U O n 2 9 4 N ~ 41 U- STREET w SIDE 0 Q N 4, �' = N 40 W a ; QN�m 39 ___� = N �o MOUDULAR 38 ¢ _I - F 1 RETA N NG WALLK � 37 ---�— - - - U W W Li - - - - - - - - — — — — — a a ux)6 W Li k-2-FLL- W ''' O o 34 J m GROUNDWATER 1/30/17 2.00 - T.O. . EST. HIGH G.W, i4.80 Q w Ja. J 33 a J y m Np Q 32 Li �j 25 - 20 15 10 5 0 5 10 15 20 25 N z o: SECTION D—D m FSAS SECTIONS 1 12-036 aG, 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 9 OF 12 t' COMPACTED BACKFILL - LOAMY SAND 4"0 PVC OBS. PORT (OP) J r7 PLANTING SOIL. FINAL VEGETATIVE COVER ^ ` TO WITHIN 3" OF FIN. GR. GRASS SEED CAPE COD MIX FOR SHADE "REDI ROCK"(TM) PRECAST CONCRETE LO CD SEE PLAN FOR LOCATIONS 28" N to WALL BLOCKS 18"H X 46"W X 28"D w O n W 00 40 MIL POLYETHYLENE BARRIER 40.00 1-1/2" BLOCK SETBACK 41 C 000 SLOPE @ -27. BOTH WAYS FROM CENTER w 00�JI w N — N ? 40 N a 1 FILTER 18" 0 c` FABRIC � 39 _ 5'Plus `- REMOVE TEMPORARY CONSTRUCTION w ¢ U Lo BOTTOM OF C4 CHAMBER FIELD LEVEL P w AT ELEVATION 38.8 of LOAM, SEED AND MULCH ALL V X z N PRECAST �- AREAS DISTURBED BY 38 CONCRETE I CONSTRUCTION BETWEEN WALL a cch co SOIL ABSORPTION SYSTEM BLOCK O AND PAVEMENT FOR FULL !� S ►- 00 3'f LiLENGHT OF WALL O Q Q — o —37 w 0 N w 00 EXISTING GRADE l o c� 0 LO DRAINAGE w o « 3" MIN. 310 CMR 15.255 SAND MATERIAL TEMPORARY CRUSHED STONE APRON — — — — — — — — — - FOR CONSTRUCTION IN FILL FOR EROSION CONTROL 36 INSTALLER TO FURNISH SIEVE ANALYSIS - — — — — — — — — — AS REQIURED BY TITLE 5 40 MIL POLY OR PVC BARRIER OR EQ. TOP OF II I II I I ?—I 1 — I Ii— 1 g—t 1 [ € 1--I iI 1— — 1—I i!fir I 1 ! BARRIER AT ELEVATION OF TOP OF CHAMBERS - I-I I-I I-I I-I I-I I-III I I !-III- III- III—III--III III - III- I I - BOTTOM AT 1.5FT MIN. BELOW ELEVATION OF I�I I I-III-III-III--III--III- I I III-III-III-I I I�-I I II 3 I I. NATURAL GRADE AT OUTSIDE FACE OF WALL :I I I I I=I I E I I=I I EI I I=I I I=III=III=III=I 11 I I=I I T I I- 1 TOWN OF BARNSTABLE EST. HIGH GROUNWATER ELEV. = 34.8NGVD _ III-I I PROCESSED GRAVEL FOR SUBBASE 33 z _ MASS. STD. SPECM 1.03.1 OR (n I! I— —' DENSE GRADED CRRUSHED STONE FOR SUBBASE 5 ESTIMATED BOTTOM OF UNSUITABLE SOIL REMOVAL 33.7 = —i!—I!I—I I I I I� UNDISIIUR �D OIL w III—III__ I I L_ I I L_ MASS. STD. SPEC M2.01.7 UN.DI TU.RB^p.._S01_L_—III iI�I, � III=I I ICI I I�;III= II I I OR RECYCLED BLEND AS APPROVED 32 F =I I B I I-=III=I INSTALLER TO CONFIRM I I—I I I=III-III=III=I I =I �=I E :III=III=I I BY THE SYSTEM DESIGNER o W o AT TIME OF INSTALLATION SEE COMPACTION REQUIREMENTS O o w 1'-0"I 6, AT RIGHT 31 o c`n F- Z w w 3'-10" MIN, o cn N GROUNDWATER ELEVATION 1/30/17 31.90 11't m z U- U -i U Q Y (n Q W 0 U 0 N SAS CONTAINMENT WALL - PARTIAL SECTION INSTALLATION NOTES NOTE: LEVELING PAD INSTALLATION CONTRACTOR NOTICE: STANDING WATER ACCUMULATES ON o N Provide and install a dense-groded crushed stone or graded aggregate base (GAB) leveling pad. 1) Best practice dictates that wall construction should continue without interruption or delays. This will THE JUNIPER ROAD PAVEMENT IN Q Leveling pad material shall be with between 8 and 20% "fines" which will pass through a No. 200 (74 help expedite construction and minimize the time the excavation is open. PART ALONG THE LENGTH OF THE W v F-Of � im) sieve. The leveling pad thickness shall be twelve (12) inches. The leveling pod should extend at 2) The construction site should be graded and maintained to direct surface water runoff away from PROPOSED CONTAINMENT WALL AS A a > Q NNW least 6 inches 152 millimeter in front and 12 inches 305 millimeters behind the bottom block. the retaining wall throughout the entire construction process. o c—A >u,N ( ) ( ) RESULT OF RAINFALL RUNOFF OR N o:o_ 3) Do not exceed the allowable construction tolerances specified in the contract documents, plans, SNOW MELT. w Q �-5o The leveling pod material should be placed and compacted to provide a uniform, level pod on which to and specifications. At no time should tolerances of the wall face exceed 1' vertically and 1 inch in 10 M >-<24 construct the retainingwall. (Figure.5 Pro er elevation can be established with a laser level or feet (25.4 millimeters in 3048 millimeters) (1:120) horizontally. tn 0 I v ( 9. ) P 4 Immediate) report the following site conditions, if encountered, to the Engineer or Owner's THIS PROPOSED CONSTRUCTION WILL N w Q Wo transit. ) Y P 9 9 w X representative to determine the corrective action needed: NOT AFFECT THE T OR AREA U J cr a. An observed groundwater seepage. COVERAGE OF LATED W > <� Place the leveling pod moteriol,:in. uniform aloose lifts a maximum of 6 inches (152 millimeter) thick. Y 9 Consolidate the material with a minimum"of three posses with a 24—inch (610—millimeter) wide b. Surface water run—off directed toward the retaining wall WATER. �P��N Or MgSs9 w Y w W during construction, ya DAVID O N 0_ walk—behind vibrating plate compactor capable of delivering at least 2000 pounds (8.9 kN) of z Q Z p c. Erosion or scour of material near the wall p C. w centrifugal force. This should achieve 85% relative density of the material determined in accordance d. Ponded water near the wall. J 1 ---� U w� THULIN r• with ASTM D-4253 and D-4254. In place density of the stone fill should be confirmed using ASTM Z Y Wm e. Wet, soft, or easily compressible soils in the foundation zone. o No.29976 ¢a D-6938. If you don't achieve o minimum of 85% relative density, place the stone in smaller lifts or f. Existing rock that differs'in location from that shown on the project plans or rock located above `� .-p CIVIL O " N w � i apply more compaction effort until you do achieve desired density of the stone. 0_ J PP Y P Y Y the elevation of the bottom of the leveling pod. ,Q�;�,R�O P �Q m ci�"' g. Existing or proposed toe or crest slopes that differ from typical cross-sections shown in the �F /STE w < BLOCK INSTALLATION �� t- project plans. N Provide and install Redirock ? precast concrete blocks to form containment wall. Precast concrete N Z h. Any other items not specifically mentioned which raise questions or cause concerns during wall � blocks shall be as available from Wiggin Precast Corporation, 79 Borlows Londing Rd, Pocosset, MA construction Q 02559. Block installation shall proceed as indicated in the publication "INSTALLATION GUIDE" by m u Rock International,Issue REDI OCK WALL DETAIL Issue oats: May 21, 2015. - 12-036 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 10 OF 12 GENERAL NOTES SYSTEM INSTALLATION: VARIANCES AND I/A APPROVALS: C,# 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS OF THE a 0O N COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE 5 AND TOWN OF BARNSTABLE PROTECTION OF TOWN FACILITIES r� HEALTH REGULATIONS INSTALLER IS GIVEN NOTICE THAT CONSTRUCTION SHOWN ON THIS PLAN TAKES PLACE IN CLOSE 11l N 0001 0 PROXIMITY TO PAVEMENT AND DRAINAGE FACILITIES WITHIN THE LAYOUTS OF LAKE DRIVE AND a Uj 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4" 0 SCH40 PVC JUNIPER ROAD. DURING CONSTRUCTION, INSTALLER SHALL EMPLOY WHATEVER MEANS ARE w (N • ,SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING SEWAGE NECESSARY TO PROTECT PAVEMENT AND PREVENT ERODED SOILS FROM THE PROJECT SITE FROM Z i o OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE NOTED. ENTERING THE TOWN DRAINAGE SYSTEM. NOTE THAT THE PAVEMENT IS DRAINED DIRECTLY TO J Q WEQUAQUET LAKE VIA A PIPE LOCATED ALONG THE SOUTHERLY BOUNDARY OF THE SITE. THERE IS D N X 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM UPGRADE DEPICTED ON THIS PLAN, THE ALSO A CATCH BASIN NEAR THE INLET TO THIS PIPE WHICH IS NOW FULL OF SEDIMENT. INSTALLER a a CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE TOWN OF SHALL OBTAIN APPROVAL OF MEASURES TO BE EMPLOYED AND COORDINATE WITH THE TOWN OF F BARNSTABLE HEALTH DEPARTMENT. THE SEPTIC SYSTEM INSTALLER SHALL BE RESPONSIBLE FOR BARNSTABLE DPW FOR REQUIRED INSPECTIONS AND REPORTS. _ OBTAINING A TRENCH PERMIT IF APPLICABLE FROM THE MUNICIPALITY IN WHICH THE WORK IS a c� ,n PERFORMED. TOWN OF BARNSTABLE BUILDING PERMIT (30 V THE HEIGHT OF THE CONTAINMENT WALL PROPOSED HEREIN EXCEEDS FOUR FEET. THEREFORE A Q Z N 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE AND MAY BUILDING PERMIT MUST BE OBTAINED FROM THE TOWN OF BARNSTABLE BUILDING DEPARTMENT FOR J a NOT BE COMPLETE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE ITS CONSTRUCTION. INSTALLER SHALL APPLY FOR AND OBTAIN THE REQUIRED PERMIT, ABIDE BY 15J N 00 CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (811) THE COMM FIRE DISTRICT ANY CONDITIONS PLACED UPON THE CONSTRUCTION, COORDINATE WITH THE DEPARTMENT FOR Q N °�° WATER DEPARTMENT508-428-6691, AND THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC INSPECTIONS, AND OBTAIN WRITTEN PERMIT CLOSURE UPON COMPLETION OF THE WORK N w o WORKS T(508) 420-2757 FOR VERIFICATION OF LOCATIONS AND ARRANGEMENTS FOR WORK TAKING ]NOT OF BARNSTABLE HEALTH REGULATIONSLn PLACE IN THE JENNIFER ROAD LAYOUT. TABLE CODE ARTICLE 1 IN § 360-1 - PROPOSED SEPTIC SYSTEM COMPONENTS (SOIL 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE INSPECTION OF PTION SYSTEM, SEPTIC TANK AND PUMP CHAMBER ,AND APPURTENANCES), ARE TO BE THE TOWN OF BARNSTABLE HEALTH AGENT AND THE DESIGN ENGINEER. NO PART OF THE SEPTIC LED 75 FEET (100 FEET REQUIRED) FROM WEQUAQUET LAKE. THE PROPOSED SEPTIC SYSTEM SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND APPROVED BY THE CES AN EXISTING SEPTIC SYSTEM LOCATED IN THE SAME AREA. THE SEPARATION OF THE HEALTH AGENT AND DAVID C. THULIN, PE PLS. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AS OM 'THE TOWN OF BARNSTABLE REGULATED WEQUAQUET LAKE ESTIMATED HIGH GROUNDWATER REQUIRED. ON THIS PLAN IS FOUR (4) FEET - 310CMR15.405: LOCAL UPGRADE APPROVAL 6. REMOVE ALL UNSUITABLE SOIL, A AND B HORIZONS AS NOTED ON THIS PLAN AND REPLACE WITH ENVIRONMENTAL CODE - TITLE 5 310 CMR 15.227 CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255. STALLED ELEVATION OF THE NEW SEPTIC TANK AND PUMP CHAMBER WILL IS INTENDED TO THE ELEVATION OF THE EXISTING BUILDING SEWER. 310CMR15.227 (5) REQUIRES A ONE FOOT 7. WATER SUPPLY FOR THIS LOT COMM MUNICIPAL WATER CONNECT AT THE STREET LINE ATION BETWEEN THE SEPTIC TANK OUTLET AND INLET INVERT AND ESTIMATED HIGH z APPROXIMATELY AS SHOWN. DWATER. A VARIANCE IS REQUESTED TO REDUCE THIS SEPARATION TO LESS THAN ONE FOOT o 8. NOTE THAT THE SEPTIC SYSTEM COMPONENTS ARE TO BE PLACED PARTIALLY INTO THE WATER OT LESS THAN ONE INCH FOR BOTH SEPTIC TANK AND PUMP CHAMBER. 5 1.1 TABLE. THE SEPTIC TANK/PUMP CHAMBER SHALL BE FURNISHED WITH A WATERPROOF COATING AND IMASSACUSETTS WETLANDS PROTECTION ACT SHALL BE PLACED ON A STABLE BASE OF CRUSHED STONE IN AN EXCAVATION SUFFICIENTLY CONSTRUCTION OF THIS SEPTIC SYSTEM UPGRADE WILL TAKE PLACE WITHIN THE 100 FOOT BUFFER DEWATERED TO PLACE COMPONENTS AT THE ELEVATIONS SHOWN. THE INSTALLER SHALL PROVIDE TO WEQUAQUET LAKE AND THEREFORE REQUIRES A REVIEW AND APPROVAL BY THE TOWN OF `�`' ALL NECESSARY EQUIPMENT TO PROVIDE A PROPERLY DEWATERED EXCAVATION IN WHICH TO PLACE BARNSTABLE CONSERVATION COMMISSION. v w o o w THE COMPONENTS. WATER PUMPED FROM THE EXCAVATION MAY NOT BE DISCHARGED TO THE STREET O N ~ Z N w AND SHALL BE TREATED TO REMOVE SOIL PARTICLES PRIOR TO DISCHARGE TO WEQUAQUET LAKE. IGENERAL w m Q tO N THE OWNER SHALL BE RESPONSIBLE TO OBTAIN THE REQUIRED VARIANCES AND DOCUMENTS AS L o 2 _j U ' PUMP AND CONTROL PANEL - GENERAL REQUIREMNTS a Y V) ¢ X O .REQUIRED AND FOR RECORDING DOCUMENTS AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS IN Cr x w 0 ACCORDANCE WITH BOARD OF HEALTH AND CONSERVATION COMMISSION INSTRUCTIONS. o �' 1. PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS AND TITLE 5 REQUIREMENTS. INSTALLER SHALL OBTAIN PLUMBING AND WIRING PERMITS FROM LOCAL THE FUNCTIONING AND OPERATION OF THIS SEPTIC SYSTEM OR ITS COMPONENTS IS NOT GUARANTEED PERMITTING AUTHORITIES AS REQUIRED. DURING, OR FOLLOWING, EXTREME WEATHER CONDITIONS INCLUDING, BUT NOT LIMITED TO, FLOODING o N OR WAVE ACTION. REPAIR OR REPLACEMENT OF THE SEPTIC SYSTEM OR ITS COMPONENTS MAY BE a 2. CONTROLS: PUMP CONTROLS SHALL BE PROVIDED IN A MOISTURE PROOF PANEL BOX MEETING REQUIRED AFTER SUCH CONDITIONS." ►- ALL STATE AND LOCAL CODE STANDARDS FOR EXTERIOR USE. THE PANEL BOX SHALL BE MOUNTED o > ¢ cn co ON THE EXISTING HOUSE OR ON A PRESSURE TREATED WOOD PANEL AND POST IN CLOSE PROXIMITY _ _ N Do^ TO THE PUMP CHAMBER. WATER LEVEL SENSING EQUIPMENT SHALL BE PROVIDED TO CONTROL THE INNOVATIVE ALTERNATIVE TECHNOLOGY w Q ~So PUMP OPERATING IN THE FOLLOWING MINIMUM DEFAULT SEQUENCE: THE OWNER HAS BEEN MADE AWARE THAT THE PROPOSED CULTEC C-4 CHAMBERS ARE TO BE N � �y� INSTALLED UNDER THE MASSACHUSETTS DEP APPROVAL FOR I/A TECHNOLOGY PROGRAM AND WILL to w awl b. PUMP ON. PUMP OFF (PIGGYBACK FLOAT) COMPLY WITH THE PROVISIONS OF THE APPROVAL FOR GENERAL USE AND THE STA D W b (PIGGYBACK FLOAT) CONDITIONS FOR I/A SOIL ABSORPTION SYSTEMS INCLUDING MAINTENANCE INS F- 5 �3 c. ALARM ON AT PUMP FAILURE REPORTING AS REQUIRED BY MADEP AND THE TOWN OF BARNSTABLE AS THE S w Y w �0i d. REDUNDANT ALARM ON AT HIGH WATER LEVEL 9 N Q ~ crN< PROJECT. DAVlD o Z o,y� C. y w IN ADDITION THE CONTROL PANEL SYSTEM SHALL INCORPORATE THE CAPABILITY OF TIMED DOSING, APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 THULIN m I v,ywo o No.29976 -ii Q Q a-m BOTH INTERVAL AND DURATION Nome and Address of Applicant: CULTEC, Inc. " CIVIL `" J Li J N P.O. Box 280 A a m cv(n 3. ALARM: AN ALARM SHALL BE INCORPORATED IN THE PUMP CONTROL PANEL. THE ALARM 878 Federal Road G s Q w < >; SHALL BE POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. AN AUDIBLE ALARM SHALL Brookfield, CT 06804 ALE N N SOUND AND A WARNING LIGHT SHALL TURN ON IF THE PUMP FAILS TO OPERATE AT THE HIGH PUMP Transmittal Number: W037676 z LEVEL. A BUTTON SHALL BE PROVIDED TO SILENCE THE AUDIBLE ALARM. THE LIGHT SHALL REMAIN a ON UNTIL THE PUMP IS AGAIN INSTALLED AND OPERABLE. THE AUDIBLE ALARM SHALL BE Hate of Revision: March 31, 2016 m REACTIVATED AT THE{ HIGH WATER LEVEL WHICH SHALL BE SET THREE INCHES BELOW THE PUMP GENERAL._NOTES CHAMBER INLET INVERT. t 12-036 170306 - APPLICATION PLAN - NOT FOR CONSTRUCTION 11 OF 12 r r •S v O W O " 41 N m D m r z n z z � D z '. z D r r z a r m O m o co z r N D z c 0 0 z SITE PLAN - SEPTIC SYSTEM UPGRADE DRAFTER: DCT REVISIONS: N fV 2 LAKE DRIVE CHKD BY: SET/DCT WAD C. THULIN, PE, PLS O I DESIGN:DCT O BARNSTABLE, (CENTERVILLE), MASSACHUSETTS 211 MILL ROAD r _ SCALE AS NOTED EAST SANDWICH, MASSACHUSETTS 02537 2 LAKE DRIVE REALTY TRUST N O MARCH 6 2017 GROSS, PETER do MCCRAY, MEUSSA GROSS TRS (508) 888-,2345 FAX (�308) 888-7259 1 WEBSTER LANE, WAYLAND, MA 01778 WP03-SHEETl2 V _j N � O N LLJ 00 r OCA C-04 O ",LY a WEQUAUET LAKE (w Z 00 = O 100' FROM EDGE OF WETLAND o LOCUS J Q ,r ccn LLON EXI ,. SEPTIC', td �...a 50, �I FROM EDGE OF WETLAND z o c) ,n v x P O Q J MELODY �r1E J 00 rt o POND �' 0o Joo p 10' WATER SERVICE H, . SETBACK s �� ,,,�� M. ''' o x 3. u � o dl �-� Dick a,� � 32 x 37.3 ` . LOCUS PLAN v � L � ._ 1" = 500'f 35'4 x 3 jM Is ,.T ,, wzu. , , _ F ciS s ". h r 34 TOWN OF BARNSTABLE GIS z + 33.3 SECTION LINE — SEE SHEET 2 i INDICATES LOCATION OF HEADWALLS & LAKE LEVEL CONTROL GATE > 20' CRAWL SPACE SETBACK + : „" "s Town of Barnstable Assessors: 3519 � x 35.9 � 5 .5x "` 67 � ' \ 9 Map/Block/Lot: 230 075/ 3 ,, Owner Name as of 1/1/12 o �, � SNIDER, JAMES M & GROSS, ELIZABETH TR o � � Z � °°" �' � � x 68 BAXTER ROAD Q Q - " ;3'S.6 33.5 BROOKLINE, MA. 02445 Iw— w w3380P/PE /NV Co-Owner Name: Q � 2 LAKE DRIVE REALTY TRUST o v o 0 o Multiple Owners Name: SNIDER, JAMES M & GROSS, ELIZABETH TR „. + SNIDER MIRIAM & JAMES & GROSS, ELIZ w I- Deed Reference: 24671/211 Q 34.91 T i/� : R, .,: Plan Referenc: _ Book-Page: 122_89 Plan date: 07-20-1955 0- > Q ?No Q �i CMP Or-ai� Locus Is Lots 1 2 N o 10' PROPERTY LINE SETBACK > JCS 34 90 � P NOTE: w o CROSSHATCHED AREA IS AVAILABLE FOR SAS F_ W 10' DRAINAGE PIPE SETBACK INSTALLATION WITH CONSIDERATION OF TITLE5 w w >_ �� HORIZONTAL SETBACKS ONLY. Q ® _j 0 ow W .� W Z Y Q N _j J J JN3 HORIZONTAL CONSTRAINTS m " �`° Ld W� 30 0 15 30 60 120 � Z of Q ( IN FEET ) M = TOPOGRAPHY AND DETAIL FROM PLAN BY JC ENGINEERING, 1 inch 30 ft. EXISTING CONDITIONS 12-036 INC. SUPPLIED BY CLIENT IN PDF FORMAT 8/3/12 160708 - PROGRESS PRINT 1 OF 3 N Lr) O N w (� U I.J... F- 00 w AVAILABLE FOR PLANTING 5'f V) '-' TREES\SHRUBS Z r O 45 - J 22.00' MODULAR BLOCK RETAINING WALL � V) X FIRST FL OR 39.92 V Q Z w BOT. 4 CHAMBER 38.80 Z J 40.62 EXISTING TOP F UNDATION± 3 .6 RETAINING WALL > J w PR POSED FINISH RADE HOUSE ECK p 3 40 Q a w w MW2 TOP PVC 38.0 U O u- CL MW3 OP PVC 36.05 � _ _ REGULATED HIGH WATER LEVEL 34.80 J Q 0 -- - - J V w CRAWL SPACE — : 0000 33.90 WATER LEVEL 8 8/12 33.30 36.04 Q Q 35Z N w o0 0 _ _ _ L0 T.O.B. HIGH GW 34.80 • G 8/15 32.05 40 MALL HDPE BARRIER AT ACK OF WALL GW 8/15 32.18 TOP M 1 36.7 CRAWL SPA E FLOOR ® SUMP ELEV. 33.9 30 ESTIMA D HUH—GROUNDWATER GW /9/12 32.0 ELEVATION 3 .8 NGVD WATER LEVE IN SUMP 8/13 33.72 UN UITABLE SOIL REMOVAL 1500 GALLON SEPTIC TANK AND 1000 GALLON PUMP CHAMBER 25 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 Sl TE SECTI ON 'PROPOSED PRESSURE DOSED CUILTEC C4 C." HAMBER SAS 0 LLJ 0 F- �- p 45 o Z FIRST FL OR 39.92 j= Q z w w RETAINING WALL p _j w M Z w EXISTING TOP F UNDATION± 38.6 Q Y Q F- U 0 U) p a J J HOUSE ECK w U Q 40 ~ o a V MW3 OP PVC 36.05 V) TOP M W 36.70 36.4 _ — -- _ _ _ w w Z REGULATED HIGH WATER L VEL 34.80 w _ - - - 0 V) _ CRAWL SPACE 33.90 ATER LEVEL 8 8/12 33.30 Z /35 G 8/15 32.05 w Q ~ GW 8/15 32.18 � Q17 (n W GW 8/9 12 32.00 V) L Q w m CRAWL SPA E FLOOR ® S MP ELEV. 33.9 J w 30 C) w > r Q cn EXISTING 000 GALLON WATER SPA IN SUMP 8/1 33.72 0- w > c�� SEPTIC TANK Lli w� o Z pro 11 w Z J � Y �= ui 25 Q Q a 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 J N J J 3 w Q No� SITE SECTION - EXISTING CONDITIONS U) z z Q m 12-036 160708 — PROGRESS PRINT 2 OF 3 V INSTALL TWELVE CULTEC C4 CHAMBERS IN BED CONFIGURATION PER CULTEC SPECIFICATIONS WITH SEWAGE FLOW ESTIMATE o N PRESSURE DOSING DISTRIBUTIONSYSTEM. FINISH SURFACE .. r OVER CHAMBERS TO BE LAWN. TREE AND SHRUB PLANTING SOURCE UNITS GPD/UNIT QTY GPD COMMENT LiJ NOT ALLOWED WITHIN CONTAINMENT WALL. GROUNDWATER 00 SINGLE FAMILY RESIDENCE BEDROOM 110 4 440 310 CMR 15.02 (13) w 00 00 SEPARATION TO BE 4 FEET FROM TOWN OF BARNSTABLE w j ESTIMATED HIGH GROUNDWATER ELEVATION 34.8 NGVD - SEPTIC TANK TOTAL ESTIMATED PEAK DAY FLOW 440 GPD — NO GARBAGE GRINDER 00 PROPOSED FINISH GRADE 40.5 — J 0 L D (n x TOTAL FLOW X DET. TIME = 440 GPD X 2.0 DAYS = 880 1500 GAL. TITLE 5 MIN. _ INSTALL STANDARD PRECAST CONCRETE SEPTIC TANK PER TITLE 5 SPECIFICATIONS. _ CONVERT EXISTING 1000 GALLON SEPTIC TANK FOR FLOW EQUALIZATION AND EMERGENCY STORGE U Q c) Lo o , N � Q \ U) 00 Q F- 00 Q �. 0 N w o O 35.59 100' FROM EDGE OF WETLAND 35.46 o 75' FROM EDGE OF WETLAND R IV, , 4 50 FROM EDGE OF WETLAND CONVERT EXISTING 1000 GALLON SEPTIC TANK J �w� A�pA TO PUMP CHAMBER AND EQUALIZATION z �� '� c�,Q STORAGE AND REQIRED 24 HR. STORAGE FOR o o _ S'h 44 T PUMP EQUIPMENT FAILURE 5. 3 40 AD x L 36.3 ALT. INSTALL NEW 1500/500 GALLON SEPTIC TANK/PUMP CHAMBER H-20. NOTE o LARGE TREES RESIDENCE HAS AUXILIARY POWER AVAILABLE F o U Z TO BE REMOVED , a w m G'ene�oto� 30 = w < Q 35.8 X 35.33 .01 i 9S' cn R�cF lIAC EDGE OF WETLAND Q cwn X 36.7 SHORELINE © ELEVATION 34.8 w = U, Q INV.36f � ry Q �a 0.H.WIRES n� M }- < INSTALL 1500 GALLON SEPTIC TANK c(n w a W o Deck PER TITLE 5 SPECFICATIONS. � of>zw EXISTING H SE X W FULL BASE NT y > 0o 4 BEDR00 EIS Q z o .8 Z W o F- Z � Ya= Q ^ � Q N J -i vi 3 W Q NE^ U) SEPTIC SYSTEM DIMENSION DETAIL Q 0 20 40 60 80 100 120 140 160 m SCALE IN FEET 1 2—036 160708 — PROGRESS PRINT OF 3