Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0100 CROSS STREET - Health
100 Cross Street Cotuit A= 033 —032 ---- A.M. WILSON ASSOCLATES INC. ENVIROMENTAL NOTIFICATION APRIL 7, 2017 /oo lam'(-e4- I -, P�°FSHETpw� Town of Barnstable Barnstable Board of Health - * RARNSCABLE, *- y Mass. g 200 Main Street,Hyannis MA 02601 1 D ' Qp 1639. 10 ArFD MA't A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. July 7, 2009 Sullivan Engineering Inc. Attention: John O'Dea 7 Parker Road Box 659 Osterville, MA 02655 RE: 100 Cross Street, Cotuit A = 033 - 032 Property Owner - Michael and Gisa Belanger Dear Mr. O'Dea: You are granted five variances on behalf of your clients, Michael and Gisa Belanger, to construct an onsite sewage disposal system on 100 Cross Street, Cotuit, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 8 feet away from a crawl space, in lieu of the required 20 feet setback minimum. 310 CMR 15.211: The soil absorption system will be located 26.5 feet away from a BVW, in lieu of the required 50 feet setback minimum. 310 CMR 15.255(2) Construction in fill — SAS to down hill slope requires 15 feet, where only 1 foot is provided. 310 CMR 15.212 — Depth to Groundwater— requires 5 feet, 3 feet provided, Remedial Permit Form DEP allows reduction. Section 360 -1. Town of Barnstable Code: On site system setback to BVW requires 100 feet, where only 26.5 feet is provided. The variances are granted with the following conditions: (1) No more than two bedrooms may be allowed in the dwelling. In.addition to the two bedrooms, it is understood that the loft might be used for sleeping Q:\WPFILES\100 Cross St FordSulIivanBelanger Jun09.doc purposes. However, nothing contained herein shall be construed to mean that the loft is to be considered as a designated bedroom. (2) The Applicant shall recor� a properly worded deed restriction, signed by the property owner, at the Registry of Deeds, restricting the property In accordance with the provisions of Condition 1 of this Decision, before the applicant obtains a disposal works construction permit. I (3) The two bedrooms shall be brought into compliance with 105 CMR 420.000 — Minimum Square footage, by increasing the square footage of the bedrooms to meet the, minimum standard of 70 square feet of floor space. (4) The upgraded system shall be installed per the following plans prepared by Sullivan Engineering, Inc.: "Site Plan Proposed Septic Upgrade at 100 Cross Street, Barnstable (Cotuit) Mass. I Date: August 6, 2008 I Revised: May 7, 2009 — Modify Design to Innovative Leaching System & Lower Leaching Area Revised June 10, 2009 —!Modify Design Per Board of Health." After due consideration of the history of the use of the property, the Board found that variance conditions were met and voted to grant variances. . Sincerely, Wayne Miller, M.D. Chairman Board of Health Cc: Michael D. Ford, Esq. PO Box 485 West Harwich, MA 02671 { i Q:\WPFILES\100 Cross St FordSullivanBelanger Jun09.doc , i i Town of Barnstable Barnstable V � I Regulatory' Services Department (® 73A3tN TeIOLL Y� r63 Public Health Division 200 Main;Street, Hyannis MA 02601 2007 i Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Fly Thomas A.McKean,CHO 02/22/2008 f Michael and Gisa Belanger Re: 100 Cross Street Cotuit, MA 4 I ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 A survey conducted recently, revealed that your septic system located at 100 Cross Street, Cotuit FAILS under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: i 15.303 Systems Failing to Protect Public Health and Safety and the Environment i "(a) 7. A cesspool, privy or any portion of the soil absorption system extends below the high ground water elevation. i 2. cesspools and privies near water resources: A cesspool or privy is failing to protect public health and safety, welfare and the environment if any portion of it is within any dimensional criteria below and the local Approving Authority in its professional judgment determines the system is not functioning in a manner to protect public safety, welfare and the environment. a. within 50 feet of a surface water, b. within 50 feet of a bordering vegetated wetland or salt marsh In making a determination pursuant to1310 CMR15303(1)(b), the local Approving Authority shall consider: 1. the condition, design, and treatment provided by the existing system; 2. the vertical separation of the existing soil absorption system from the groundwater 3. the horizontal_separation of the existing-soil absorption system from the water body; I 4. the soil characteristics of the site;!and S. the condition of the water body or wetland, including sensitive use areas such as beaches or shellfish beds." i i P\100 cross st.doc i f I ^ r s � "Any system shall be upgraded upon the order of the Department or the local Approving Authority if either determines that a specific circumstance exists by which any system threatens public health, safety, welfare of the environment or cause or threatens to cause damage to property or creates a nuisance. The local Approving authority or department may require such upgrades to be completed within a shorter period of time than specified in 310 CMR 15.305. Where necessary to protect public health, safety welfare and the environment, the Department or local Approving Authority may require the owner to install a reticulating sand filter or equivalent alternative technology in accordance with 310 CMR 15.202 or to obtain a ground water discharge permit in accordance with 314 CMR 5.00 and 6.00." You are ordered to repair or replace the septic system within two years.from the date of this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF, E BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health JAI00 cross st.doc _ . Ar lot it L IP A Coiuii Bay 4 I Town of Barnstable IIARNnABLL "AM i639• Regulatory Services Department �� ArfD MA'S A Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6, 2007 DEADLINES TO REPAIR FAILED SYSTEMS ,60 DAY DEADLINE CRITERIA - Discharge or ponding of effluent to the surface of the ground ' - Required pumping more than 4 times during the last year NOT due to clogged or obstructed pipe. - Backup of sewage into the house due to an overloaded or clogged SAS or cesspwho ONE (1) YEAR DEADLINE CRITERIA - 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 - Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. [This system passes if the water analysis indicates the well is free from pollution). TWO (2) YEAR DEADLINE CRITERIA - �Single;.,Cesspool - Any"conditionally passed systems" (broken cover, relocation of a pipe, driveway f1 needs to be located, etc) C%�� o U o f - r ------ ------ --------------------------------- c t ----------- �c�5 , Y ��.�u l�� �'�•M E'aFl � —��.. -E'_ CSC:.in SE'c�..�c, - --- _ - -- ---------- --- —--------- — ----------- ---- - -- — ------- —--- - --.. - -- Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer custom Map Abutters Map Size Zoom Out ,In y Kr R,a ©- JPG Map: 033 aR, YLy 1 J ;1 Location: a3�o4�aaa Owner: ,,'•; 034046 ?t Location In .: a3303t a Map & Parce 033030 Location tifi ` Acreage ._..____._.. _g___.p..p.._ �urreni Mailing Addi 033032 a° #t0;-WN 0 Irr ` r �'"�aaa Appraised 3 5 • z 3 Extra Featur µ y uBuilding u ildi g .......... ,MLand n p� Buildings W py %Fy�yy. D <.,< Total pp ai i !Assessed V t6020 apt Extra Featur 194 Feet Out Building Land Buildings Set Scale 1" = 94 I Aerial Photos Total Assess Copyright 2005-2007 Town of Barnstable,MA All rights reserved.Send quq'sti ns or c/opmf BarnstableMA v0.2.9����' i�����t'�' 1,I c 6 MA- 6( q-- 12- -� http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?property =033032&mapp... 2/6/2008 � - �,� P �L� �-- �. � I y iME tp�y Town of Barnstable Barnstable p Regulatory Services Department Al-iftmetcaC ft Public Health Division 1111.1 °MAC 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO 02/22/2008 Michael and Gisa Belanger 100 Cross Street Cotuit, MA ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 100 Cross St. The review of the septic system showed that the system FAILS under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: 15.303 Systems Failing to Protect Public Health and Safety and the Environment "(a) 7. A cesspool,privy or any portion of the soil absorption system extends below the high ground water elevation. 2. cesspools and privies near water resources: A cesspool or privy is failing to protect public health and safety, welfare and the environment if any portion of it is within any dimensional criteria below and the local Approving Authority in its professional judgment determines the system is not functioning in a manner to protect public safety, welfare and the environment. a. within 50 feet of a surface water b. within 50 feet of a bordering vegetated wetland or salt marsh In making a determination pursuant to 310 CMR15303(1)(b), the local Approving Authority shall consider: 1. the condition, design, and treatment provided by the existing system; 2. the vertical separation of the existing soil absorption system from the groundwater 3. the horizontal separation of the existing soil absorption system from the water body; 4. the soil characteristics of the site; and 5. the condition of the water body or wetland, including sensitive use areas such as beaches or shellfish beds." C:\Documents and Settings\ma1kusk\Desktop\100 cross st.doc zo M F --`, k k �k` k 20 X 20.58 1.74 6.4 70 � X 5.4 u -0.47 6.6 { X X _x -x Cotuit Bay x ET. r Nantucket Sound MASSACHUSETTSDIVISIONOFMARINEM IERLES-.DESIGNATED SHELL-FISHGROWINGAUA � WKIfto g (.BD ©AREA ODDS SC2 .ARFA NAM&C0TU1T AY. ZA s Z&jk?118L8 Number of Samples 6/2 Station Summer Winter 5 .+ I 25 22 a sci% � rr_ L 2 25 20 3 17 15 4/2 STATION VE 3A 8 7 ®cinsWcnnoty 4 25 20 1' 5 18, 15 f ®POLUMW s{lmca 6 20 16 t8: Wji H c t 16 o � 6B 11 11 PRE""PSP� - 7 10 13 �� (t t , ���sr�.-� ®ssaaHnnav Psr 8 24 22 9 19 17 2/ �r YFR'OARYPSP scu n 10 3 2 2 1 � ancAL II i� ®MaRuw / r I h BOUNDARY Id1VFs * 3/2 IIY ac o N ©ROWMAREA E •' 3/2 Q/lSSUiCAMONAR[A N of To" e 7i r� i a o +a 1270 o CLASS AREA TYPE let ASOFOWICOOO 4/4 ( rrms-- 6/5 A APPROVED �► t ,�II 7/6 � � .9 an¢•mmca�tteu.YnPatsm+n s t t-0/9 �I �� 10 ( :COND 9NALLY:RE4rRMM 9 RE51RIL48D .. I �� i � hldN/r1�1&Yr_45.058 Ma I# PmBuce�;Aai+oazuar Figure V-3 Summer and winter fecal coliform bacteria counts (CFU/100 mis) in Cotuit Bay, 1985-1995. Numbers indicate geometric means of summer/winter samplings by Massachusetts Division of Marine Fisheries. 42 k k k k k o F(aa�f X _X- X500 nel 0018D AE Panel 0018DJ � r r d� I . 1 Q i 1 1 -X—x— X— X^- x—x— i x—x — max— �X—X—x ~knC� CROSS STREET X x —X—,X—X —X—X—X — x— Cotuit Bay k N.A- VE Panel 0018D F ZPAA �i Oaf Nantucket Sound k MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX(508)430-9979 EMAIL:mdfesqI@verizon.net March 20, 2009 Town of Barnstable Board of Health Attn: Thomas McKean 200 Main Street, Hyannis, MA 02601 . VIA FAX arid-Mail 508-790-6304 RE: APPEAL OF NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000 STATE SANITARY CODE II—MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170, FOR: Michael & Gisa Belanger/ 100 Cross Street, Cotuit, MA 1 . Dear Mr. McKean: On behalf of our clients, Michael & Gisa Belanger, we hereby appeal to have he � following alleged violations of the State Sanitary Code set forth in your Ma@ 12, 2W notice. The alleged violations we seek to appeal are as follows: < r%: 105 CMR 410.401 (A) - Ceiling Height 105 CMR 410.400 Minimum Square Footage ` We would request that this appeal be consolidated-with-the Belanger's pendin "request ` for a septic system variance, currently scheduled for April 14, 2009 since these issues are related. As to all other items, listed in the Notice, please be advised, that they are being addressed by Mr. Belanger within the time periods set forth in your letter. If you have any questions, please contact our office. �Ve� uly ours, CC: Clients; Sullivan Engineering. Michael D. Ford, Esq. MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 EMAIL:mdfesgI @verizon.net March 5, 2009 Town of Barnstable Board of Health Attn: Thomas McKean 200 Main Street, Hyannis, MA 02601 VIA FAX and Mail 508-790-6304 RE: Request for Continuance of Hearing Michael & Gisa Belanger 100 Cross Street Cotuit, MA Dear Mr. McKean: On behalf of our client, Michael & Gisa Belanger, we would like to request a continuance of the hearing that is scheduled for March 100'2009. Peter Sullivan will be out of the country and his Assistant, John O'Dea is unavailable on the date of the scheduled hearing. Therefore, we respectfully request that you reschedule the above referenced matter for your April 14, 2009 hearing or you next available meeting there after. If you have any questions,please contact our office. Very truly yours, Michael D. Ford, Esq. CC: Clients; Sullivan Engineering. f oFI r� Town of Barnstable Barnstable � Regulatory Services Department M-MedeaCity. BARNSTASLF. 9. Masi $16g9. Public Health Division .�0 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 O C M Thomas A.McKean,CHO o p lu( 02/22/2008 Michael and Gisa Belanger Re: 100 Cross Street Cotuit, MA ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 A survey conducted recently, revealed that your septic system located at 100 Cross Street, Cotuit FAILS under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: 15.303 Systems Failing to Protect Public Health and Safety and the Environment. "(a) 7. A cesspool, privy or any portion of the soil absorption system extends below the high ground water elevation. 2. cesspools and privies near water resources: A cesspool or privy is failing to protect public health and safety, welfare and the environment if any portion of it is within any dimensional criteria below and the local Approving Authority in its professional judgment determines the system is not functioning in a manner to protect public safety, welfare and the environment. a. within 50 feet of a surface water b. within 50 feet of a bordering vegetated wetland or salt marsh In making a determination pursuant to 310 CMR15303(1)(b), the local Approving Authority shall consider: 1. the condition, design, and treatment provided by.the existing system; 2. the vertical separation of the existing soil absorption system from the groundwater 3. the horizontal_separation of the existing-soil absorption system from the water body; 4. the soil characteristics of the site; and 5. the condition of the water body or wetland, including sensitive use,areas such as beaches or shellfish beds." JAI00 cross st.doc sV "Any system shall be upgraded upon the order of the Department or the local Approving Authority if either detennines that a specific circumstance exists by which any system threatens public health, safety, welfare of the environment or cause or threatens to cause damage to property or creates a nuisance. The local Approving authority or department may require such upgrades to be completed within a shorter period of time than specified in 310 CMR 15.305. Where necessary to protect public health, safety welfare and the environment, the Department or local Approving Authority may require the owner to install a reticulating sand filter or equivalent alternative technology in accordance with 310 CMR 15.202 or to obtain a ground water discharge permit in accordance with 314 CMR 5.00 and 6.00." You are ordered to repair or replace the septic system within two years from the date of this,notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF- E BOARD OF HEALTH i' Thomas McKean, R.S., CHO Agent of the Board of Health JAI00 cross st.doc 5 Z23 — C�CI't � ("1 Lo(/l yY1 fb e-( QL (c� n � e - ��- c..�.�1 �c�e�--� d�l'��1k-cis ���S�-1 �l-l�'1 �scsv�c� C�a✓�.-� _ ZSy�2 l 9 (S— crn-e e r CC ss �dbY� o hoUS e Ck Cc, i -i -4 1 r Sullivan Engineering Inc. 7 Parker Road,P.O. Box 659 Osterville,MA 02655 Peter Sullivan P.E.Mass Registration No.29733 phone 508-428-3344 fax 508-428-3115 peternas sullivanenm�com June 12,2009 Thomas McKean,Director Health Division Town of Barnstable 200 Main Street Hyannis MA 02601 Re: Michael Belanger 100 Cross Street Cotuit Dear Mr.McKean Please find attached 4 copies of a revised site plan latest revision date 06/10/09 for the Belanger property in Cotuit. The plan incorporates the enviro septic system for the leaching component of the upgrade. I have reviewed the plan with Mr. Stanton of your staff and I believe that it addresses all the items discussed at the last public hearing on this project. If you have any questions please feel free to call this office. ve trulaivanPE Peter S Sullivan Engineering, Inc. cc: �Da`vid-Stanton,Healtli Divisio Michael Belanger_ , Michael Ford Esq. :z COPY Members of American Society of Civil Engineers and Boston Society of Civil Engineers Section EXCERPT FROM BOARD OF HEALTH MINUTES 6/16/2009: Septic Variance (Cont.): A. Michael Ford representing Michael and Gisa Belanger, owner— 100 Cross Street, Cotuit, Map/Parcel 033-032, 0.9 acre lot, four (4) variances for repair (continued from Oct and Dec 2008) Michael Ford presented his draft of the agreement from the May meeting. He stated the compromise of the owners being allowed to use their loft to sleep was the whole reason why the owners agreed to the compromise and he had concern of it not being written into the variance letter. Much discussion went back and forth. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Miller, the Board voted to approve the structure as a two bedroom with the following wording (1) "No more than two bedrooms may be allowed in the dwelling". In addition to the two bedrooms, the loft may be used for sleeping purposes. Nothing contained herein shall be construed to mean that the loft is to be considered as a designated bedroom." With the following conditions: A) the two bedrooms will be brought up to code in room size, and B) a two bedroom deed restriction be recorded at the Barnstable County Registry of Deeds with the same wording as (1) above, and C) a proper copy of deed restriction be supplied to the Public Health Division. (Unanimously, voted in favor.) QAMINUTES\EXCERPT OF MINUTES\Excerpt BOH Jun 2009 100 Cross St.doc Sullivan Engineering Inc. 7 Parker Road,P.O. Box 659 Osterville,MA 02655 Peter Sullivan P.E.Mass Registration No.29733 phone 508-428-3344 fax 508-428-3115 peter@sullivanengin.com June 12, 2009 Thomas McKean,Director Health Division Town of Barnstable 200 Main Street Hyannis MA 02601 Re: Michael Belanger 100 Cross Street Cotuit Dear Mr.McKean Please find attached 4 copies of a revised site plan latest revision date 06/10/09 for the Belanger property in Cotuit. The plan incorporates the enviro septic system for the leaching component of the upgrade. I have reviewed the plan with Mr. Stanton of your staff and I believe that it addresses all the items discussed at the last public hearing on this project. If you have any questions please feel free to call this office. n M, Y VenLtrwy yours Peter Sul ivan PE Sullivan Engineering, Inc. N cc: David Stanton, Health Division Michael Belanger Michael Ford Esq. Members of American Society of Civil Engineers and Boston Society of Civil Engineers Section COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 J�j DEVAL L.PATRICK Governor �,(f� � �A.BOWLES ' Utz Secretary TIMOTHY P.MURRAY t i �LAURIE BURT Lieutenant Governor � a1 '1 C Commissioner s , August 11,2009 � Thomas McKean RE: BARNSTABLE--Subsurface Sewage Board of Health Disposal-Proposed Variances 200 Main Street to Title 5 of The State Hyannis,Massachusetts 02601 Environmental Code for Michael&Lisa Belan er, 15NICross Suet, and BRP WP 59b ' Transmittal No. X228774 A Michael Belanger 157 Bedford Road' Lincoln,Massachusetts 01773Ew C:), Dear Mr. McKean and Mr. Belanger: The Department of Environmental Protection has conducted a Technical Review of the above-referenced application requesting variances to Title 5 and has determined that it cannot_be approved as submitted for.reasons specified below. For the purpose of this Department's comment on the proposed variances pursuant to 310 CMR 15.412, Title 5 of The State Environmental Code, this letter constitutes a denial in that the Department has determined that approval of the proposed variance(s) will not provide the same degree of environmental protection as required under Title 5. However, in accordance with 310 CMR 4.04 (2) (b) 2.a.iii and 310 CMR 4.10 (7)(a)(3) (Category BRPWP59) of the Timely Action and Fee Provisions, the application may be supplemented by the applicant to address the following deficiencies: 1, The proposed system requires a variance for the reduction between the bottom of the soil absorption system and the high ground water elevation. Please be advised that the correct application category is BRPWP64c: Alternative System for Remedial Use. Please submit a check for $145.00, along with a copy of the enclosed Supplemental j Transmittal Form, to DEP, P.O. Box 4062, Boston, MA 02211, to account for the difference in fee. This information is available in alternate format.Call Donald M.Gomm ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. DEP on the World Wide Web: http://www.mass.gov/dep �� Printed on Recycled Paper 2 . As 310 CMR 4.10(7)(a)(3)3.b. states,the applicant has sixty(60)days from the date of this letter(*see below)to address the listed deficiencies. Within the sixty(60)day time frame,the applicant is advised to allow for appropriate Board of Health action on the revised submittal since the Department of Environmental Protection's action may be its final action and,therefore,any further filing in this matter would be considered a NEW application. If the applicant cannot accommodate the schedule of the Board of Health within the sixty (60) day period, or for any other reason requires additional time, the applicant may, by written agreement with this Department,.extend this schedule in accordance with 310 CMR 4.04(2)(f). The applicant is also advised that if he elects to proceed on the record as it now stands, this letter constitutes a denial of the variance. Any person aggrieved by the decision of the Department of Environmental Protection may seek relief within thirty (30) days in superior court, as provided by the laws of this Commonwealth. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to this Department relating to the above matter. If you have any questions,please contact Christos Dimisioris at(508)946-2736. Very truly yours, 1 L Brian A. Dudley Bureau of Resource Protection D/CD Deadline: October 11,2009 cc: Sullivan Engineering,Inc. Peter Sullivan 7 Parker Road,P.O. Box 659 Osterville,MA 02655 I l dep-fp-lak-0011 cdi misi oris$159BI X228774.doc 3 This variance determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CMR 1.00 and M.G.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR 1.01(6), the request must state clearly and concisely the facts that are grounds for the request and the relief sought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars ($100.00), must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.-O.-Box 4062 Boston, MA 02211 The hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver, as described below. The-filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing-filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue financial hardship. Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 3 of 8 6. The System shall be installed in a bed or field configuration,as defined in 310 CMR 15.252. The effective leaching area shall be the bottom area(length times width)of the field or bed as presented in the Company's "Massachusetts Enviro-Septic®Wastewater Treatment System Quick Reference Guide". 7. Effluent loading rates adjusted to reduce the soil absorption system by 40 percent shall be in accordance with 310 CMR. 15.242.No System shall be installed with a leaching area of less than 400 square feet. 8. The System shall not require pressure distribution. 9. The System may be used in soils with a percolation rate of up to 90 minutes per inch (MPI). For soils with a percolation rate of 60 to 90 MPI,the effluent loading rate shall be 0.15 GPD/SF III. Allowable Soil Absorption System Design 1. The following reductions are allowable for Soil Absorption Systems(SAS)when designing the System. A. The approving authority may allow a reduction in the required separation between the bottom of the SAS and the high groundwater elevation of up to two feet. This provides a minimum separation of two feet(in soils with a recorded percolation rate of more than two minutes per inch)or a three feet (in.soils with a recorded percolation rate of two minutes or less per inch); or B. The approving authority may allow a reduction in the required four feet of naturally occurring pervious material in an area with no less than two feet of naturally occurring pervious material,provided that it has been demonstrated that the four foot requirement cannot be met anywhere on the site. If a remedial System needs either of the allowable reductions listed above,then the reductions must first be approved by the local approving authority and then approved by the,.Department=pursuant.to 310 CMR.15.2.84 through.filing a BRPWP 64c permit application. 2. Additional reductions allowable for Soil Absorption System(SAS)when designing the System: A. When using 1A, or 113 above for the System where full compliance with 310 CMR 15.000 is not feasible,the local approving authority may consider granting local upgrade approvals in accordance with the provisions of 310 CMR 15.401 — 15.405. For example: r ti'T Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 4 of 8 i. When considering 1 B above, an applicant may request from the local approving authorityand the-local approving authorityma consider a local upgrade approval for reduction to estimated high groundwater in accordance with 310 CMR 15.405(1)(h): ii. The local approving authority may not consider granting a local upgrade approval for a further reduction of the SAS in accordance with 310 CMR 15.405(1)(c). iii. When an applicant chooses a reduction in the naturally occurring soil with the use of the System, a local upgrade approval may be considered for a reduction in groundwater separation in accordance with 310 CMR 15.405(1)(h). B. If any remedial system is still not able to achieve full compliance with all of the minimum set back distances in 310 CMR 15.211, even taking into account provisions for local upgrade approval in accordance with the provisions of 310 CMR 15.401 — 15.405 the applicant must obtain variance(s)from the approving authority and then approval from the Department pursuant to 310 CMR 15.410 through filing a BRPWP 59c permit application. IV. General Conditions 1. All provisions of 310 CMR 15.000 are applicable to the use of this System,the System owner and the Company,except those that specifically have been varied by the terms of this Approval. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S.EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory. It shall be a violation of this Approval to falsify any data collected pursuant to an approved testing plan,to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself shall be.open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety,welfare,and the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the�environment that is at least equivalent to that of a sewer system. No System shall be installed, upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. When a Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 5 of 8 sanitary sewer connection becomes feasible,the facility served by the System shall be connected to the sewer,within 60 days of such feasibility, and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed, in writing, by the approving authority. 6. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications, 310 CMR 15.000 and this Approval. V. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only.Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 2. The System owner shall at all times properly operate and maintain the on-site sewage disposal system. The System owner shall have the System inspected annually by an operator trained by the Company and shall submit the results of that inspection, on a technology checklist,to the local approving authority. 3. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System,within 21 days of the date of receipt of that request. 4. No System owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. 5. Prior to the issuance of a Certificate of Compliance for the System,the System owner shall record and/or register in the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing both the existence of the alternative septic system subject to this Approval on the property and the Department's approval of the System. If the property subject to the Notice is unregistered land,the Notice shall be marginally referenced on the owner's deed to the property. Within 30 days of recording and/or registering the Notice,the System owner shall submit the following to the Department and the local approving authority: (i)a certified Registry copy of the Notice bearing the book and page/instrument number and/or document number; and(ii) if the property is unregistered land, a Registry copy of the owner's deed to the property, bearing the marginal reference. VI. Conditions Applicable to the Company 1. By January 31 St of each year,the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that contains information on the System, for the previous calendar year. The report shall state: the number of units of the System sold for use in Massachusetts including the installation date and date of start-up during the previous year;the address of each installed System, Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 6 of 8 the owner's name and address,the type of use (e.g.residential, commercial, school, institutional)and the design flow; and for all Systems installed since the date of issuance of this Approval, all known failures,malfunctions, and corrective actions taken and the address of each such event. 2. The Company shall notify the Director of the Watershed Permitting Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval issued. Said notification shall include the name and address of the proposed PP P p new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership,responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. 3. The Company shall develop and submit to the Department: an operating manual, including information on substances that should not be discharged to the System and a recommended schedule for maintenance of the System essential to consistent successful performance of the installed Systems within 60 days of the effective date of this Approval. 4. The Company shall make in ri e nt and electronic format the referenced P Y p procedures in paragraphs 3 above to System owners,operators,designers and installers. 5. The Company shall institute and maintain a training program in the proper design, installation and inspection techniques of its System and provide a training course at least annually for prospective designers, installers and inspectors. The Company shall certify that installers and inspectors have completed the Company's training class, maintain a list of trained installers and inspectors, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall furnish the Department any information that the Department requests regarding the System,within 21 days of the receipt of that request. 7. The Company shall include copies of this Approval=and the procedures in Section VI (3)with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System,the Company shall require the distributor or re- seller to provide each purchaser of the System with copies of this Approval and the procedures described in Section VI (3). 8. The Company shall comply with 310 CMR 15.000 and all Department policies and guidance that apply and as they may be amended from time to time. 9. If the Company wishes to continue this Approval after its expiration date,the Company . shall apply for and obtain a renewal of this Approval. The Company shall submit a renewal application at least 180 days before the expiration date of this Approval, unless Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 7 of 8 written permission for a later date has been granted in writing by the Department. This approval shall continue in force until the Department has acted ion the renewal application. VII. Conditions Applicable to Installers of the System 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System or the installation is overseen by a Company representative(s). 3. Installers shall complete the System Installation Form and forward a copy to.the Company and the local approving authority. 4. The System installer shall provide the System owner and the local approving authority with a bill of lading certifying that the sand fill meets ASTM C-33. VIII. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: Director Wastewaters Management Program Department of Environmental Protection One Winter Street- 5th floor Boston,Massachusetts 02108 IX. Rights of the Department 1. The Department may suspend, modify or revoke this Approval for cause, including, but ——not.limited to;=non-compliance.with-the.terms of-this Approval, non-payment of the annual compliance assurance fee,for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds.for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable,law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Approval and/or the System against the owner, or operator of the System and/or the Company. X. Expiration Date Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 8 of 8 1. Notwithstanding the expiration date of this Certification, any System installed prior to the expiration date of this Certification,and approved, installed and maintained in compliance with this Certification(as it may be modified)and 310 CMR 15.000,may remain in use unless the Department,the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED APPROVAL FOR REMEDIAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Presby Environmental,Inc. 143 Airport Road t Whitefield,NH 03598 Trade name of technology and model: Presby Enviro-Septic Leaching System (Hereinafter called the"System"). The"Massachusetts Enviro-Septic®Wastewater Treatment System Quick Reference Guide" including schematic drawings of typical Systems, a technology checklist, and a System Installation Form are part of this Certification. Transmittal Number: W021550 Date of Issuance: November 21, 2005, Revised May 22, 2006,Revised June 2, 2006. Revised March 16, 2007,Modified July 11, 2007,Modified February 15, 2008. Date of Expiration: November 21, 2010 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental, Protection hereby issues this Approval to: Presby Environmental, Inc., 143 Airport Road,Whitefield;NH 03598 (hereinafter"the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. February 15, 2008 Glenn Haas,Acting Assistant Commissioner Date - Bureau of Resource Protection This information is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http:/Avww.mass.gov/dep i:"a Printed on Recycled Paper Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 2 of 8 I Purpose 1. The purpose of this approval is to allow Remedial Use of the System in Massachusetts with the necessary permits and approvals required by 310 CMR 15.000. 2. With the necessary permits and approvals required by 310 CMR 15.000,this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed where conditions meet the criteria of 310 CMR 15.284(2). The System is an alternative system approved in accordance with 310 CMR 15.280 through 15.289 and is used to treat and dispose of wastewater. 4. This Approval for Remedial Use allows the use of the System where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system. The Title 5 design flow for the facility must be less than 10,000 gallons per day. II Design and Construction Standards 1. The System is a subsurface unit that replaces a soil absorption system(SAS)designed in accordance with 310 CMR 15.000. The System consists of an 11 5/8-inch diameter corrugated,high-density plastic pipe with a 9.5-inch interior diameter and a length of 10 feet. The exterior of the pipe has ridges on the peak of each corrugation.The pipe is perforated with eight holes equally distributed around its inner circumference.Each hole has a plastic skimmer extending inwards.The exterior of the pipe shall have a minimum of two layers of material. The inner layer shall be a thick layer of coarse,randomly oriented polypropylene fibers.The outer layer shall be a non-woven geo-textilepolypropylene fabric.The i e shall pipe be installed in a concrete system sand bed and surrounded on all sides by a minimum of six inches of system sand.Depth to the high groundwater elevation shall be measured from the bottom of the system sand underlying the pipe. 2. The System sand shall meet ASTM C-33. 3.- Systems shall be.installed with a differential venting for:aeratiori.and:inspection at end of each run of pipe, section or serial bed and whenever the System is installed under. impervious surfaces.. 4. The System shall be designed and installed using distribution boxes for inspection ports. The pipe between the distribution box and the System shall be installed at a minimum slope of 0.02 feet/foot. 5. Serial distribution laterals shall be limited to no more than 500 gpd. Multi-level systems shall not be allowed. .i �\ COMMONWEALTH OF 1VIASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE,MA 02347 508-946-2700 DEVAL L.PATRICK LAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY L.AURIE BURT Lieutenant Governor Commissioner September 1,2009 Thomas McKean RE: BARNSTABLE--Subsurface Sewage Disposal- Barnstable Public Health Division Proposed Variances to Title 5 of The State 200 Main Street Environmental Code for Michael&Lisa Belanger, Hyannis, Massachusetts 02601 100 Cross Street,BRP WP 64c, l Transmittal No. X228774 and Michael Belanger 157 Bedford Road Lincoln,Massachusetts 01773 Dear Mr. McKean and Mr. Belanger: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412,the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above-referenced application for approval of variance's granted by the Barnstable Board of Health. r The application contains a copy of the Board of Health's grant of a vaqaft e from&c a following provision[s] of Title 5, 310 CMR 15.000: 1. 15.212(1), "Depth to Groundwater". XI As part of the application, the Department received a plan, titled as follo s: - vn !V � "SITE PLAN PROPOSED SEPTIC UPGRADE AT 100 CROSS STREET BARNSTABLE (COTUIT)MASS. SCALE: 1"=30' DATE: August 6, 2008 Last revised: 06/10/09 This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. DEP on the World Wide Web: http:/Avww.mass.gov/dep L� Printed on Recycled Paper 2 SULLIVAN ENGINEERING, INC. P.O. BOX 659, OSTERVILLE MA 02655" Based upon its review of the application,and in accordance with 310 CMR 15.410,the Department has determined both of the following: a) The applicant has established that enforcement of 310 CMR 15.212(1), "Depth to Groundwater"would be manifestly unjust,considering all of the relevant facts and circumstances of this case. i. Due to lot constraints,high ground water and to keep the profile of the leaching field down the distance to high groundwater was reduced down to three(3)feet. These variances are necessary to prevent the installation of a tight tank. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict q application of 310 CMR 15.212(1), "Depth to Groundwater". The applicant has established equivalent environmental protection as follows: i. The new system will incorporate the use of a Presby Enviro-Septic Leaching System and meet all construction standards of 310 CMR 15.000,therefore the same level of environmental protection will be achieved. Based on this information,the Department be ' s that the applicant has demonstrated equivalent environmental protection and therefor approve the Board of Health's grant of variance to 310 CMR 15.212(1), "Depth to Groundwater"su ' to the following: I. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the structure that results in.an increase in design flow to the sewage disposal system. 2. Please submit As-Built plans within 15 days upon the completion of construction. 3. The applicant shall record a notice at the Registry of Deeds,detailing the need for the Presby Enviro-Septic Leaching System on this property and the involvement of the Department in its approval.A copy of the notice shall be sent to the local Board of Health and this office. 4. This approval does not allow for the use of a garbage grinder. 5. The applicant must follow all the conditions outlined in the Department's February 15,2008 Remedial Use Approval letter for the Presby Enviro-Septic Leaching System(copy enclosed). 3 --- Should you have any questions regarding this matter, please contact Christos Dimisioris at(508) 946-2732 Very truly yours, c�ca� Brian A. Dudley Bureau of Resource Protection D/CD enclosure cc: Sullivan Engineering,Inc. Peter Sullivan , 7 Parker Road,P.O.Box 659 Osterville,MA 02655 enclosure HOBBS&WARREN TM THE COMMONWEALTH OF MASSACHUSETTS FORM 300C&w BOARD OF HEALTH CITY/TOWN V 1 o DEPARTMENT 2a o M N % W "A ` ADDRESS ��Z / �SoB� y�! G^M Svey`ow Q Cj G 12o SS SZ TELEPHONE Address _ Occupant_s ZEy 5- 1, Floor Apartment No. No.of Occupants 2- No.of Habitable Rooms No.Sleeping Rooms �- -� No.dwelling or rooming units_ No.Stories ( /2 Name and address of owner 1`^ i C,w_r_t_ Ar Li ► SA eftLo+J G C4 1 S-7 V�4 0 `¢O P-0 913 , Li tJ Cxv_ J NIJA G 177 Remarks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: .Roof Gutters, Drains.- Walls: Foundation.- Chimney: BASEMENT Gen.Sanitation: Dampness: KJO IPAk L_% Gnu _(2,Z4 wA.14 4110 563 Stairs: a t c.i,v o 0 0 P— Lighting: (--o Ir'( GI10 So3 STRUCTURE INT. Hall,Stairway: AQ'�N !-A0Wox ttr 6 Z. Obst'n.: of-cfix--Tor- la F" ,% P.A N Hall, Floor,Wall,Ceiling: 14 1 v - 6161 (f f,►L► M Iff►Cwwc Zito ! 6 (- Hall Lighting: LfSS `TJ40.-r 7 1 n, Lo Fj Hall Windows: C3 HEATING Chimneys: t'( k46_) L., T--► < af_ 100 391 � Central ❑ Y ❑ N Equip. Repair rvcrC '2-c.:) to TYPE: Stacks, Flues,Vents: PLUMBING: Su pj Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen. Cond. Distrib. Box: Gen. Bas Wirin : LI N b vh DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. I Doors Floors Locks Kitchen Bathroom -t A-T 0_ 16 1 11-10+ Pantry Den Living RoomS� Bedroom 1 t S A f n f_ t sS o r. 10 0 0 � Bedroom 2 S l0 el d Bedroom 3 -ff N U lecco"I 44 10 2 5 Bedroom 4 o ► 'rta Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: n S I,-,- 2 N .y 67 el 82.E tacks, Flues,Vents,Safeties: Kitchen Facilities Sink Stove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE ✓ OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR. (See Over) "THIS INSPECTION REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTIES F PERJU Y." INSPECTOR S TITLE _ N S(�(L c-'co ,1 DATE 3111 12-D O TIME A.M. THE NEXT SCHEDULED REINSPECTION Q P.M. T 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises,shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category.in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B)and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). '(1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns,shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or-lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. . , (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. 1A l . - Bk 24100 Pg 39 #59201 COMMONWEALTH OF MA.SSACHUSETTS EXECUTIVE OFFICE OF ENERGY&ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 DE4ALL.PATRICK LAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Govemor Commissioner September 1,2009 Thomas McKean RE: BARNSTABLE--Subsurface Sewage Disposal- Barnstable Public Health Division Proposed Variances to Title 5 of The State 200 Main Street Environmental Code for Michael&Lisa Belanger, Hyannis,Massachusetts 02601 100 Cross Street,BRP WP 64c, Transmittal No.X228774 and Michael Belanger 157 Bedford Road Lincoln,Massachusetts 01773 Dear Mr.McKean and Mr.Belanger: Pursuant:to Title 5 of the State Environmental Code,310 CMIZ 15.412,the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above-referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provision(sj of Title 5,310 CMR 15.000: 1. 15212(I),"Depth to Groundwater". As part of the application,the Department received a plan,titled as follows: "SITE PLAN PROPOSED SEPTIC UPGRADE AT 100 CROSS STREET BARNSTABLE(COTUIT)MASS. SCALE: 1"-30' DATE:August 6,2008 Last revised: 06/10/09 This informadoa is available is alternate format.Call Donald M.Comes,ADA Coordinator at 617-5561037.TDDN 866539-7612 or 617-574-6868. DEP on the World Wide Web: http:lMnnv.mass.gov/dep *`I Printed on Recycled Paper I i i Bk 24100 P3 40 #59201 2 SULLIVAN ENGINEERING,INC. P.O.BOX 659,OSTERVILLE MA 02655" Based upon its review of the application,and in accordance with 310 CMR 15.410,the Department has determined both of the following: a) The applicant has established that enforcement of 310 CMR 15.212(l),"Depth to Groundwater"would be manifestly unjust,considering all of the relevant facts and circumstances of this case. i. Due to lot constraints,high ground water and to keep the profile of the leaching field down the distance to high groundwater was reduced down to three(3)feet. These variances are necessary to prevent the installation of a tight tank. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.212(l),"Depth to Groundwater".The applicant has established equivalent environmental protection as follows: i. The new system will incorporate the use of a Presby Enviro-Septic Leaching System and meet all construction standards of 310 CMR 15.000,therefore the same level of environmental protection will be achieved Based on ties information,the Department believes that the applicant has demonstrated equivalent environmental protection and therefore,approves the Board of,Health's grant of variance to 310 CMR 15.212(1),"Depth to Groundwater"subject to the following: 1. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the structure that results in an increase in design flow to the sewage disposal system. 2. 1 Please submit As-Built plans within 15 days upon the completion of constriction. 3. The applicant shall record a notice at the Registry of Deeds,detailing the need for the Presby Enviro-Septic Leaching System on this property and the involvement of the Department in its approval.A copy of the notice shall be sent to the local Board of Health and this office. 4. This approval does not allow for the use of a garbage grinder. 5. The applicant must follow all the conditions outlined in the Department's February 15,2008 Remedial Use Approval letter for the Presby Enviro-Septic Leaching System(copy enclosed). r � Bk 24100 Pg 41 #59201 3 I Should you have any questions regarding this matter,please contact Christos Dimisioris at(508)946-2732 Very truly yours, Brian A.Dudley Bureau of Resource Protection D/CD enclosure cc: Sullivan Engineering,Inc. Peter Sullivan 7 Parker Road,P.O.Box 659 Ostervilie,MA.02655 . enclosure BA TN_TA t Gt�rv� Fit=W PR COOF DEEDS s A TTR!U PY,A EST I Jd.HN F.MEADE,REGISTER J BARNSTABLE REGISTRY OF DEEDS i :29 78/8902212 WALTHAM k Y PAGE 01l01 The Belangers 100 Cross Street P 0 Box 492 Cotuit, MA 02635 September 12,2008 Town of.Barnstabie Board of Health 200 Main.Street Hyannis,MA 02601 RE: 100 Cross Street,Cotuit Bear Board of Health., As owners of the above referenced property,please be advised that Sullivan Engineering,Inc. has our permission to represent us before your Board in all matters pertaining to the proposed septic system repair at our property. Sincerely, ZQC�-C-<.L Giga E.Belanger ichael P. .Belang'a 781-223-3178 781-223-0117 COMMONWEALTH OF MASSACHUSETTS FORM 30 Cti!W e't a WnaTieN 1° THE ,. .. BOARD OF HE LTH cmrtowN k/� ` DE R7MENT , Ir/ ` ADDRESS ,��l TELEPHONE Address too V Occupant_ Floor Apartment N No.of Occupan _ No.of Habitable Rooms epwg-Roo�` No.dwelling or rooming units No. ries Name and addrts ow. merka Reg. Vlo. YARD Out Bld s.: F es Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs,Porches: Dual Egress:and Obst'n.: O B ❑F ❑M Doors,Windows: Roof Gutters,Drains: Walls: Foundation: I Chimney: i BASEMENT Gen.Sanitation: Dampness: Stairs: j Lighting: STRUCTURE INT. Hall,Stairway: Obst'n.: Hall,Floor Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central O Y ❑N Equip.Repair TYPE: Stacks,Flues,Vents: PLUMBING: Supply Line: ❑MS ❑ST ❑P.. Waste Line: H.W.Tanks Safety and Vents II ELECTRICAL Panels,Meters,Cic: ❑110 0220 Fusing,Grnd.: AMP; Gen.Cond.Distrib.Box: Timothy B.O'Connell Gen.Basement Wiring: Health Inspector DWELLING: THE Ventil. Long. Outlets Walls Ceils. V o Town of Barnstable Kitchen. Department of Regulatory Services Bathroom WALNSTARUI t PUBLIC HEALTH DMSION Pant ,e3g,a�e� 2g0 Maln Street•Hyannis,MA 02601 Dail EO `� Tel:(508)8624644 Living Room Fax:(508)790.6304 Office Hours: Bedroom 1 8.9:30 hosith@town.bamstable.ma.us Bedroom 2 3:30-4:30 Tlmothy.aConneu@tD n.bamstahle.ma.us Bedroom 3 G - - -- -- ---— Bedroom 4 Hat Water Facil. Sup.Ten.,Gas,Oil, lect.: . Flues,Vents Safeties Kitchen Facilities ink e Meredith E. Morgan Bathing,Toilet Facil. Vent.,Plumb.,Sanit Health Inspector Wash Basin;Showe or Tub: Infestation Rats,Mice,Roaches or Other: > Town of Barnstable Egress. Dual and Obst'n: hEo 3V'ye` Department of Regulatory Sam General Building Posted Office Hours: PUBLIC HEALTH DIVISION Locks on Doors: 8:00-9:30 a.m.Daly 200 Main Street,Hyannis,MA 02 01 3:30-4:30 p.m.Daily Tel:(508)862-4644 ONE OR MORE OF THE VIOLATIONS CHECKED AB Fax:(508)7913-304 MAY MATERIALLY IMPAIR THE HEALTH OR SAFE7 http:/Avww.town.bamStable.ma.us/Health[HelpfulLinks.asp ? OCCUPANT AS DETERMINED BY 105CMR 410.1 Email:Meredith.morgan®town.bamstable.ma.us AUTHORIZED INSPECTOR.IS Over) "THIS INSPECTION SIGNED AND CERTlrrcv vrvve„r Arn5 AMU PENALTIJ E R l -- — INSPECTOR TITLE DATE TIME A.M. THE NEXT SCHEDULED REINSPEGTION P.M. !+y� a: 18 2008 10- 58 Law Office of M. Ford 508-430-9979 N , 1 tz AHCH EL D. FORD9' ESQUIRE 'se. '. ATTORNEY AT LAW 72 MAN STREET,P.O.BOX 485 a:l WEST HARWICH, MA 02671 PHONE(508)430-1900 FAX(508)430-9979 $; EMAIL: indfesgl@verizon.net BATE: November 18, 2008 TELEC®MMUNICATIO19rrNFORMATIONSHEET SS1 I 3YI. =77777 '' PLEASE DELIVER THE FOLLOWING PAGE(S) TO: Thomas McKean Recipient's Name Company . 'Telephone Number 508-790-6304 Telefax Number =T THIS MATERLkL IS FROM: Michael D. Ford, Esquire Sender's Name 1 ,!' ' __�505 430-1900 Telephone Number ; S051430-9979 Telefax Number TOTAL PAGES 1 (NOT INCLUDING COVER) IF YOU DO NOT RECEIVE ALL THE d l PA.c3ES, PLEASE CALL SENDER'S TELEPHONE NUMBER AS SOON' AS POSSIBLE. ,l ..: REMARKS: RE: Please see attached letter. 'Think you. �31',` !I FF i fl TE'Ti' i E I�E ' { s I i+ nth, ytG k 1 1 .F g E 1� S >NOTICE UP CONEB]ENiwL'iY< 'P1:ISTRA4SM TAL MAY CONTMNINFOR ATIONT&A.TISPRIV1LECED AND CONFIDFNTIAL.W019INTENDED ONLY FOR THE USE OFTHEAOIVIDUALORENTRY NANEDABOVE.IF=HH FP.ADP80PTNLSTftAHSAH'71J.1L {•+ E , i N DT THE NTENDED R9GIPIEN7 OR THE EMPLOYER OR THE AGENT RESPONSIBLE FOR DELIVERING TO THE WTENDED REC{PI6NT,VOU ARE HEREBY NOTIFEED THAT ANY 06SEML4ATION.DG71UBUTION OR COPYING OF 7-,iL4CG!.:VUNICATIONL5tRI•:TLYPROHU3HYD.IF YOU HAVE RECEIVED THIS DONIMUNICATION IN ERROR.PLEASE NOTIFY US D4 EOJATSLY BY TELEPHONE TO ARRANGE FOE NSPRUCTIONS AND ADVICE. 1.0 i I 5 �I I'I' a I ; 1 , yYAi: I Mi Jit -18 2008 10. 58 Law Office of M. Ford 508-430-9979 ja , e id MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET, P.C. BOX 485 Q WEST HARWICH, ILIA 02671 TEL. (508)430-1900 FAX (508)430-9979 EMAIL:mdfesqI@verizon.net i November 18, 2008 :-: YA ,.. Mr. Thomas McKean *'rs Town of Barnstable -'` Board of Health l a 200 Main St. # ° Hyannis, NIA 02601 RF,. Variance Request a Dear Mr. Mclean: Per our conversation yesterday,please be advised that I have been retained to Rt s represent the Belanger's together with Peter Sullivan's office, in their request for a A variance currently pending before the Board. i ~- Since I am just getting involved in the case I would ask that the matter be continued until the first hearing in December, Further, as I informed you in my absence from my office as a result of an w ' automobile accident, a Cape Cod Commission bearing in which I was involved was continued to 3:30 on November 18 2008 which conflicts with your Board of Health hearing today. As a result I would ask that the Ruth Rusher request for variance be laced at the end of our agenda as I will be coming from a Cape Cod Commission �.+ p Y 8 g P ` '. meeting to the Board of Health meeting. I appreciate your courtesy and that of the Board = t in considering this request. If I am unable to get over to the hearing before the Board P`! --onipletes its business then I would ask that the matter be continued until your first k 3: meeting in December- Thank you for your assistance and cooperation. Very ly yours, h ' Michael D. Ford 14DF/hao �! S CC: Cli erlts UP z t ?Fa.. l I t _ MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET, P.O. BOX 485. WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 EMAIL:mdfesqI@verizon.net March 20; 2009 Town of Barnstable Board of Health Attn: Thomas McKean 200 Main Street, Hyannis, MA 02601 VIA FAX and Mail 508-79076304 RE: APPEAL OF NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000 STATE SANITARY CODE II-MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170, FOR: Michael & Gisa Belanger/ 100 Cross Street, Cotuit, MA Dear Mr. McKean: ; P rV v On behalf of our clients,.Michael & Gisa Belanger, we hereby appeal to have he following alleged violations of the State Sanitary Code set forth in your Ma{. 12, 2Q 9 .r notice. The alleged violations we seek to appeal are as follows: ' ; 105 CMR 410.401 A - Ceiling Height -- 105 CMR 410.400 Minimum Square Footage — r We would request that this appeal be consolidated with the Belanger's pendin "request for a septic system variance, currently scheduled for April 14, 2009 since these issues are related. As to all other items, listed in the Notice, please be advised, that they are being addressed by Mr. Belanger within the time periods set forth in your letter. If you have any questions,please contact our office. Vez my ours, CC: Clients; Sullivan Engineering. 'Michael D. Ford, Esq. Page 1 of l Crocker, Sharon From: Peter Sullivan [peter@sullivanengin.com] - Sent: Wednesday, May 06, 2009 12:24 PM :,. . To: Crocker, Sharon Subject: FW: Belanger, 100 Cross Street Cotuit, Septic Repair Hi Sharon Thank you for your help on this, if you could see that a copy of this gets into the board members file it will be appreciated. Peter From: Peter Sullivan [mailto:peter@sullivanengin.com] Sent: Monday, April 27, 2009 3:47 PM To: 'McKean, Thomas' Cc: Michael D Ford Subject: Belanger, 100 Cross Street Cotuit, Septic Repair Hi Tom Could you forward this e-mail to the Board since I do not have their e-mail addresses? Thank you ..., ;.. Peter To: The Board of Health �.._ Wayne Miller MD Paul Canniff DMD r:u Junichi Sawayanagi ...m Thomas McKean, Director Health Division - Re: Belanger, 100 Cross Street Cotuit, --- Septic Repair This e-mail memo is a follow up to your request at the April 14th public hearing on the Belanger matter. I have reviewed- with health division staff the available wastewater treatment systems which could be installed at this site to address pathogen removal and it seems the Enviro-Septic Treatment System by Presby Environmental provides excellent treatment. It is a rather •° simple non mechanical fix and deals with the leaching field only. The reduction in Fecal Coliform is significant (from 190,000 per 100ml to 2,300 per 100 ml). Here is their web site if you are interested in more of the details, www.presbyenvironmental.com. Lastly, this treatment system has a General Permit from the State however we still need State approval on the variances. We will be contacting the State to determine if they have any site specific issues with the proposed treatment system. Peter Sullivan PE Sullivan Engineering, Inc. 508-428-3344 5/6/2009 o -THErry Town of Barnstable ' Board of Health STAB ' MASS. 200 Main Street - Hyannis MA 02601 i 39. iOTf��.t A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance re uest f rm received on Od the Petitioner(s), regarding the property at _ 6 the petitioner(s) and the Board of Health agree that the Board of Health has until o2DdY (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature Signature: G-$ifi_on`�er(s)or Petition is Re esent tive Chairman Print: I G�'i.� Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc Town of Barnstable � �t.tHE 1p�y Board of Health * BARNSrABLE, » 200 Main Street - Hyannis MA 02601 MASS. ib39• �� ATFD MAC a Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a varianc re est form received on the Petitioner(s), , G� -)- 6-1 regarding the property at l) S7- the petitioner(s) and the Board of Health agree that the Board of Health has until aDcg (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signatu Signature: etitioner(s)or Petitioner's Representative Chairman Print: Atd� � Print: Wayne Miller, M.D. Date: o Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc r;r MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 EMAIL:mdfesqI@verizon.net April 13, 2009 Town of Barnstable Board of Health Attn: Thomas McKean 200 Main Street, Hyannis, MA 02601 Hand Delivered RE: Pictures of Railings and Handrails Michael & Gisa Belanger 100 Cross Street, Cotuit, MA Dear Mr. McKean: Please see attached pictures from the Belanger's home, showing the following outstanding items have been completed as requested in your letter dated March 12, 2009. 1. 105 CMR 410.503 (B)—Protective Railings or Walls. Lack of hand rail on stairway with three (3) or more risers. • See picture 1. showing newly installed handrail on stairway with three (3) or more risers. 2. 105 CMR 410.503 (C)—Protective Railing or Walls.No wall or Guardrail provided for second floor loft area. • See picture 2. and 3. —showing newly installed guardrail in the second floor loft area. Please let me know if I can provide you with any additional information regarding these updates. Very truly CC: Clients; Sullivan Engineering Michael D. Ford, Esq. � 6 x C 3t T 2 6� .�. ' -77 � � �A��o���e.o�1�� .. .> ' i.s, aq•�,,�r mill iii� � € - a�� R s ry rt, y� ei ai F 3 � N �s I ,g y x r' -04/02/2009 17:28 7812590111 JARG CORP PAGE 01/03 3d H Af-,2 019 Michael and Gisa Belanger 100 Cross street PO Box 492 Cotuit, MA 02635 March.30, 2009 Mr. Thomas A. McKean, R.S.,CHO Town o:f Barnstable Director of Public Health 200.Maui Street IIyanni.s, MA 02601 Fax: three pages to : (508) 790-6304 RE: March 1.9, 2009 Notice to Abate Violations 100 Cross Street, Cotuit Dear Director of Public Health Mr. McKean., As owners of the above.referenced properly, we are pleased to reply that ba addition to all 24 hour action.items,the two electrical thirty day abatement items have also been.abated. The remaining thirty day abatement items listed are also being addressed and will.be conrirrned. as completed.. The attached letter and invoice-from our Licensed Electrician Glenn Fisher itemizes these electrical abatements and additional work. Copies have been sent as email attachments to our q'amily attorney Michael D. Ford. Sincerely, Gisa. E. Belanger Michael P. 'Belanger 781-223-3178 781-223-011.7 04/02/2009 17:28 7812590111 JARG CORP PAGE 02/03 FROM :'CAPE COD COOPF_RAT I VE BANK FAX NO, :S0%899379 Apr. 92 2009 11:62AM Pz Glenn E.Fisher, Electrician 39 Oregon Road Ma:;hpee,MA 02649 (.508)-539-8780 License 133308E RE: Mr.Michael Belanger 157 Bedford Road Lincoln, MA 01773 To Whom It May Concern; In reference to the property located at Soo Cross Street,Cotuit,Belanger,157 Bedford Road, Lincoln, MA 01773, MA,owned by Michael and Glsa At the request of Michael Belanger, I have been asked to correct all electrical violations that were noted on inspectlon by Health inspector,Jaime Cabot. Date of Inspection: March 11,2009 As of today,March 30"',2009, 1 have corrected 4111 listed electrical violations as per Massachusetts State Electrical Code for rental properties. Please see below: 105 CMR 410.951—Kitchen Fixture 105 CMR 410.350(b)—Electrical Outlets In addition to the noted violations I have also corrected any other conditions that were encountered upon my electrical evaluation of the premises for rental purposes. Please feel free to contact me at my office,#(S08)-539.8780, Thank you. Respectfully Yours, lenn E.Fisher 04/02/2009 17:28 7812590111 JARG CORP PAGE 03/03 FROM :CAIOt COD COOPERATIVE BANK FAX NO. :5088889379 Api% 01 2009 10:22AM P2 Glenn E, Fisher, Electrician 39 Oregon Road Mashpee, MA 02649 (508)539-8780 Re: 100 Cross St.,Cotult, MA Michael&Gisa Belanger Hello Michael, Below,pfease find a description of work perfonmed: Installed 15 AMP GFCI Breaker(bath) Installed 15 AMP GFCI Breaker(kitchen) • Installed grounded,3-prong,receptacles(4)in upstairs bedroom Installed 3-way light switch systems in upstairs bedroom Installed two Contained bulb fixtures in hallway and upstairs bedroom, 1-switch/1-pull chain • Installed receptacle at top of stairs for night light - Installed receptacle behind dressers to antique radio - Re-wired and added grounding screws to fluorescent light fixtures in kltchen Replaced 3 low voltage halogen bulbs in kitchen Tied-in feed to exterior receptacle Installed new 3 prong grounded receptacle(daybed) - Installed new switched exterior receptacle under rear deck overhead in p.v.c, Replaced 2 Junction boxes(rotted)in basement Replaced 2 porcelain pull chain fixtures in basement, Boxed 2 locations In basement w/junctum boxes Installed 2 breaker space blocks(black plastic)in panel Dates of work performed; Thurs., 3-26-2009 5 hours Fri; 3-27-2009 5 hours Sat: 3-28-2009 5 hours Sun: 3-29-2009 2 hours 27 HOURS 17 hours labor @$90,00 per hour - Stock receipts/part-----------------..•.-- 0.00 $1,770.00 Thank you for your business,please feel free to call me with any questions at(508)539-8780 -Glenn 03/21/2009 13:37 7812590111 JARG CORP PAGE 01/02 Michael and Gisa Belanger 100 Cross Street PO Box 492 Cotuit, MA 02635 Cell Phone: 781-223-0117 Mr. Thomas A. .M.,cKean, R.S.,CHO March 20, 2009 Town ofBarnstable Director of Public Health. 200 Main, Street Hyannis, MA 02601 Fax: two pages to : (508) 790-6304 RE: March 19, 2009 Notice to Abate Violations 1.00 Cross Street, Cotuit Tear Director of Public Health Mr. McKean, As owiiers of the above referenced property. we are pleased to reply that al].24 hour action items have been abated. All these March 19, 2009-Notice to Abate Violations items are.new to our. Gowled.gc based upon many prior rental property inspections not mentioning any violations. The thirty day abatement items listed are also being addressed and will be con.-finned as completed. The prior fire alarms have been.dismounted and kept in reserve. The hot water mixing valve temperature has been increased. Four new smoke detectors.have been installed and tested as noted on the included faxed copy of the store;purchase record. . The detector installed in the upstairs bed.roorn is a combination carbon monoxide detector as noted on the store purchase record. There is an existing house wired up stairs stroke detector mounted..just above the HVAC air handler unit that was over looked by the inspector. There are now two smoke detectors in.the upstairs bed room. The smoke detector in the front room.is on the beam above and midway between the two day beds near the sliding door to the beach.deck. 1'i,ctures of all these abatements have been se.iat as email attachments to our family attorney Michael D. Ford. He will cheerfiil..ly forward them via.email.attachments upon your email request for tla.em. Sincerely, Gisa E. Belanger, Michael P. :Belan.ger 781-223-31.78 781-223-0117 03/21/2009 13:37 7812590111 JARG CORP PAGE 02/02 FIUBUCHOIV HARDWARE 1142 HARDWARE .PAINT PET RUG DOCTOR Wes} Harwich, MA 02671 (508) 432-8200 Manaser: Matthew A, Slezak Spring Painting Sfarts Here! Save 30% l` on Select Brushes & Rollers thru 3/30 Merchant it: 547.9298019014224841702 31z6/0 Q James M N. Norval sale it 029054002990 ALARM,SMOKE 7.99 tx — 029054002990J'a''�rt' ALARM,SMOKE 7,99 tx 029054002990 � 029054856906 DETECTOR,SMOKE,&(,ARB r _ c SUBTOTAL 7 .49 tx - 76.46 "C TAX 1142 5% 3.82 TOTAL 80.29 VI SA`g885"""" 80.28 00276A S ����*e�as��txa�r+��t�ar��Y�fi:r�tx'•���r�r***r�r'�����a�c WE VALUE YOUR FEEDBACK Please c0mPl1ete a short survey at; RBtePolnt,c0m/tellus/5940 S"ORE HOURS Mon-Sat 7:30--6:00 Suri 9 7 00-4;00 Visit us online at HordwareStore„cam 014200101354032009 0142 001 311 1354 03/20/09 11 :54:39 t e t rn 15.220: Preparation of Plans and Specifications Efr��fi v� V11 Ae", /Y`�S� vZdd' 7trc/ The plans and specifications for every on-site system shall be prepared as follows: / l (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system to l W<< I discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner may prepare plans for the repair of a system designed to discharge not more than V-f 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by a ,, p Massachusetts Registered Sanitarian or Massachusetts Registered Professional Engineer and approved by the Approving Authority; Every plan submitted for approval must be dated and bear the stamp and signature of the ee) 5� , designer. At least one copy submitted shall bear the original stamp and signature of the designer. (3)_ Every plan for a new system or plan for the upgrade.or expansion of an existing system which requires a variance-to a property line setback distance,must also reference a plan which- ��,�, bears the stamp and signature of a Massachusetts Licensed Land Surveyor in accordance with �M.G.L.c. 112.li 81D: dIn11"2 (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch=20 feet or fewer for details of system components)and shall include depiction of: U•-, �( � �: "(a) the legal boundaries of the facility to be served; (b) the bolder and location of any easements appurtenant to or which could impact the system; t ---(t) the location of all dwelling(s)and building(s)existing and proposed on the facility and' / entification of those to be served by the system; al^YvCw-tc 7 (d) the location of existing orproposed impervious areas,including driveways and parking "-;- - areas; P�P 6 ✓(e) location and dimensions of the system(including reserve area); U/I (f) system design calculations,including design daily sewage flow,septic tank capacity (required and provided); soil absorption system capacity (required and provided); and whether system is designed for garbage grinder; (g) North arrow and existing and proposed contours; ./(h) location and log of deep observation hole tests including the date of test,existing grade elevations marked on each test, and the names of the representative of the Approving Authority and soil evaluator, W. location and results of percolation.tests including the date of test and the names of the representative of the Approving Authority and soil evaluator, ✓(j) name and approval date-of the Soil Evaluator of record; ti(k) location of every water supply,public and private, ` 1. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case of tubular public water supply wells,and 3. within 150 feet of the proposed system location in the case of private water supply wells; p) any surface waters of the Commonwealth,Zone As,rivers,bordering vegetated wetlands, salt marshes, inland or coastal banks,regulatory floodway,velocity zone, surface water supplies,'tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines,gravel packed or tubular public water supply wells,and subsurface drains located up to 100 feet beyond the setback distances in 310 CMR 15.211,any leaching catch basins and dry wells located up to 25 feet beyond the setback distances in 310 CMR 15.211; and the location of any nitrogen sensitive area identified in 310 CMR 15.215 within which any portion of the facility or the proposed system is located as well as any nitrogen sensitive area up to 100 feet beyond any property line of the facility. f location of water lines and other subsurface utilities on.the facility; ✓ (n) observed and adjusted ground-water elevation in the vicinity of the system; +i (o) a complete profile of the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) the location and elevation of one benchmark within 50 to 75,feet of the system components which is not subject to dislocation or loss during construction on the facility; (r) when pressure distribution or dosing is proposed,complete design and specifications of the distribution system proposed including but not limited to dosing chamber capacity (required and provided),pump curves and specifications,number of dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or proposed,a complete plan and specifications for the system,including a hydraulic profile' (t) a locus plan to show the location of the facility including the nearest.existing street; (u) the street number and lot number,if any,and the tax map number and lot number,if any, E/ of the facility;and (v) the materials of construction and the specifications of the system. MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 EMAIL:mdfesgI @verizon.net February 10, 2009 Town of Barnstable Regulatory Services Dept. Public Health Division 200 Main St. Hyannis, MA 02601 Attn: Mr. Thomas McKean VIA FAX and US Mail 508-790-6304 RE: Michael & Gisa Belanger 100 Cross Street, Cotuit,MA Dear Mr. McKean: My client's are scheduled for a Board of Health meeting today at 3:00 P I an not feeling well and have come down with the flu, so I would like to request tha this rn meeting be postponed and put on the next upcoming Board of Health meeting.2 Thank you for this request. CD ao Very truly yours, s-- n ® - rn Michael D. Ford MDF/hao CC: Mr. John O'Dea Clients MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 EMAIL:mdfesq1@verizon.net March 5, 2009 Town of Barnstable Board of Health Attn: Thomas McKean 200 Main Street, Hyannis, MA 02601 VIA FAX and Mail 508-790-6304 RE: Request for Continuance of Hearing Michael & Gisa Belanger 100 Cross Street Cotuit, MA Dear Mr. McKean: On behalf of our client, Michael & Gisa Belanger, we would like to request a continuance of the hearing that is scheduled for March 10t'2009. Peter Sullivan will be out of the country and his Assistant, John O'Dea is unavailable on the date of the scheduled hearing. Therefore, we respectfully request that you reschedule the above referenced matter for your April 14, 2009 hearing or you next available meeting there after. If you have any questions,please' contactour office. Very truly yours, Michael D. Ford, Esq. CC: Clients; Sullivan Engineering. rl i 2009 10. 31 Law Office of M. Ford 508-430-997S P f� fj z�t MICHAEL D. FORD ATTORNEY AT LAW 72 MAIN STREET,P.O. BOX 485 MA 02671 WEST IIARWICH, ., TEL. (508)430-1900 FAX (508)430-9979 a EMAIL:mdfesgl @ 7pl verizon.net A February 10, 2009 P i ' Town of'Banistable Regulatory services Dept. fic Realth Division 2,00 h4ain St. Hya.nr is,MA 02601 tj F -Ann. I'l�yr�rraas McKean VLA� FAX and US Flail F1.E, Mic➢ ael & Gisa Belanger 1.00 Cross Street Cotuit,MA J� I-`ear Nlr. McKean: f ' holy client's are scheduled for a Board of Health meeting today at 3:00 PM. I am rizot feeling Nvell.and have come down with the flu, so I would like to request that this ` l rt"ir eth i be Isostponed and put on the next upcorriing Board of Health meeting. Trunk you:for this request. Very truly yours, Michael D. Ford r E l c Gji� t�i iy a t s.igg.! Town of Barnstable �ppTHE Tp� " Regulatory Services 1* BARNS-TABLE, - Thomas F. Geiler, Director MASS. O �p 1639. Public Health Division ArFD MAC p, Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 17, 2009 Attn: Cotuit Fire Health Inspector Jaime A. Cabot, R.S. conducted a rental inspection in accordance with Chapter 170 of the Town of Barnstable Code. In accordance with the State Sanitary Code, 105 CMR 410.482, the Health Department is required to notify the Fire Department if there is a smoke detector violation, or possible smoke detector violation. The following property had possible smoke detector (and\or CO detector) violation(s): 100 Cross St. Cotuit, Assessors Map-Parcel: (033/032) - Carbon monoxide detector not located within 10 feet of bedrooms - Smoke detector\CO detector missing from second floor room. Jae-A. Cabot, R.S. Health Inspector QAOrder letters\Housing violations\Rental ordinance\\Fire ViolationsTME TEMPLATE.doc ���CiCOSS IS� Ln"�• ` I CVO e � � ' <� s-1 , FORM30 &w HOBBS&VYARREN Y THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HE TH CITY/TOWN AA D PARTMENT w ADDRESS 52 (�/`a C GSM 56 y`0� (� TELEPHONE Address V,L)_s Occupant_ Floor Apartment No. No.of Occupants No.of Habitable Rooms No.Sleeping Rooms_ No. dwelling or rooming units N Storie 111 Name and address of owner _ Rem rks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Draina e Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin : STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den —Living Room Bedroom 1 Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: Stacks, Flues,Vents,Safeties: Kitchen Facilities Sink Stove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: Nv ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECT A. See Over) "THIS INSPECTION 0 T IS SIGNED ND CERTIFIED UNDER THE PAINS AND PENAL JU Y INSPECTOR TITLE r DATE 6 -o TIME M• A.M. THE NEXT SCHEDULED REINSPECTION P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions,when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises.This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254., (E) ,Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish,filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof,foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. i pppp Y ORM;30 H&W �HOBBS&WARREN TM THE COMMONWEALTH OF MASSACHUSETTS C� BOARD OF HEA TH L f' r. CITY/TOWN � � .�\ `^'"' "` `•y,� DEPARTMENT LA ADDRESS TELEPHONE /�!� _ Address Occupant r t ' Floor" Apartment No. No. of Occupants No.of Habitable Rooms No.Sleeping Rooms_ No.dwelling or rooming units No.Storiesa7 Name and address of owner zk_�� a. � 113 -7 � !G � Remarks Reg. Vio. YARD Out Bld s.: Fences: r Garbage and Rubbish a Containers: /r' } Drainage Infestation Rats or other: '' STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof # Gutters, Drains: A Walls: I Foundation: Chimney: BASEMENT Gen.Sanitation:Dampness: Stairs: e\ Li htin STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ; ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) -" ELECTRICAL- _,Panels;Meters,'Cir.: ❑ 110 11220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room r , Bedroom 1 -Bedroom 2 `7n Bedroom 3 Bedroom 4 ` Hot Water Facil. Sup.Ten.,Gas,Oil, Elect.: Stacks, Flues,Vents,Safeties: Kitchen Facilities Sink Stove , Bathing,Toilet Facil. Vent., Plumb.,Sanit n.: Wash Basih Showeror-Tub ; Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: Mv u ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECT?)i (See Over) THIS INSPECTION REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTIES-Of-PER131-U dY., INSPECTOR TITLE - A. ! DATE TIME •M• A.M. THE NEXT SCHEDULED REINSPECTION P.M. F, , i 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions,when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s)pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B)and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash,which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. r 1 I THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) Im ^ACC DATA HOBBS kWARREN`t THE COMMONWEALTH OF MASSACHUSETTS FORa3O (�-Dl- • BOARD OF E TH crrvrtowN ' I,/� � �'• � n DIEPARTMENT �l�yFLADDRESS � ' y 508 g� /�`-( N Js IIrr�� Qom, TELEPHONE Address I 0 V/ <* __Occupan g Floor Apartment No. No.of Occupants No.of Habitable Rooms_ No.Sleeping Rooms 3 No.dwelling or rooming units_ N Storie Name and address of owner �Rq;.Jslks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs,Porches: Dual Egress:and Obst'n.: If ❑B ❑F ❑M Doors,Windows: Roof Gutters,Drains: Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: joy Dampness: Stairs: Lighting: STRUCTURE INT. Hall,Stairway: Obst'n.: Hall,Floor,Wall,Ceiling: Hall Lighting: Hall Windows: z HEATING Chimneys: ! t Central ❑Y ❑N Equip.Repair TYPE: Stacks,Flues,Vents. 4 r r PLUMBING: Supply Line: ❑MS ❑ST ❑P Waste Line: `mil H.W.Tanks Safe and.-N , ELECTRICAL Panels,Meters,Cir. ' ❑110 ❑220 Fusing,Grnd.: AMP: Gen.Cond.Distrib.Box: Gen.Basement Miring: r , Ventil. L to . Outlets Wal Kitchen .n ' Bathroom Pantry Den Livinq Room zy Bedroom 1 } Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas,Oil,Elect.: N Stacks,Flues,Vents,Safeties: Kitchen Facilities Sink Stove Bathing,Toilet Facil. Vent.,Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats,Mice,Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: UV ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECT )- See Over) "THIS INSPECTION O T IS SIGNED NO CERTIFIED UNDER THE PAINS AND PENAL JU Y INSPECTOR TITLE DATE _v — ' • TIME •M• A.M. THE NEXT SCHEDULED REINSPECTION P.M. �tllE DATE: A- "G FEE: �IO�e O U + MRNMBLE, REC. BY t Town of Barnstable SCHED. DATE: 4 Board of. Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 : Susan G.Rasl;R.S. FAX: 508-790-6304 SumnerKaufinan,M.S.P.H. t= Wayne.A.Miller,M.D VARIANCE REQUEST FORM r LOCATION Property Address: �Q rG55 e e-f i c4d fLL. Assessor's Map and Parcel Number: 633 0,3!�3 Size of Lot: 0. Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: ,- . ha e- &-1 an r' Phone " � Zo� i�55��� ad Did the owner of the property authorize you to represent him or er? Yes ✓ .No PROPERTY OWNER'S NAME_ CONTACT PERSON Name: p2 jtha e-1 P'- 6�) q- Z. 6 'L�CQ./'J (`°Name: _Te k n Address: /Jl / 6i9d A7 d 11�t `Address: k t hC Obt , M q, G / 7 Z - Phone: Zf)"f 9 I S S eLt oZ O 4 #Phone. _ 3 3(4 V VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIAI'�CE(May attach if more space neede d) t' rni'r? se-f backs sus �rJ� 0 l .5 aeiG o�0 r ie,f�� �p�or��iPd . :; ; S/3S �> � 1/'iN '�' .l'C?�,�¢/°lP� r,7(a•.5��✓D✓ic�e�, a3 /U C.m e A6.-;L�)-l'o 17shwe z i x -LL A,11 -fa cto )) h,%! for- rr.0 Chi s , te/ . �'/ !xe.clL re�ne�ireiz�.af5 G1/! seta';'. �S o ',r'�F i� `✓e .si? no,r,;4, NATURE OF WORK House Addition 0 ?????; House Renovation 0 spar o epric System t. ( Checklist (to be completed by office staff-person receiving variance request ap �jl_ n� � �' k :. Please submit copies in 4 separate completeri` s CC, ets; t tr'� Four(4)copies of the completed variance request formGO s ej _✓. Four(4)copies of engineered plan submitted(e.g.septic system plans) - ✓ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans oviesiaurant kitchen plans) ✓/'Signed letter stating that the property owner authorized you to represent him/her for this request tit M J Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at ap licant's eWnse (for Title V and/or local sewage regulation variances only) e •f" Full menu submitted(for grease trap variance-requests only)' *;r 4—o -fco/�-s- �. C:'\Documents and Settings\decollik\Local settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C V f � Slcy uJiNpoW � f House }}o}S LoFT - �u Q L yr JM G ,1usr -acl uG yoUrC TUo'tt}Z3�us µ , C mt -� S NEµ�iSN { BEDS = SHrZtFisy . AEoS 5r+a,�sR L.AWr! / / DECK V1 FfousE • - � Pao � ' h �RRok,To � ND COT U i T ..; BAY t, ( TIDAL ) c SS - - SLiha F SEA WASE2-CE1+�1P.q, 77 �. %zawBo AT' uG WI,JD Sl12FE)Z- r x Town of Barnstable Geographic Information System September 12,2008 f� - a 034049 �` t 0120 034D45001 #88 r W ;. U•y 034048 x 00 74104' 774 Al � w034080 i rp.i81 LU 034047 W "t q 033028 -..,,c,-""- J - 033015 142 ,.. :;#10 F:. ' nX ` 29 VW0330 YYIA ao CROSS sTREEr 033011 ' x M {j %.,.r X 033010 U. .:.....:.:.. . i . 020 9172 OwErle #185 14 Feet DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:033 Parcel:032 Board of Health boundary detemdnation or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel 1" �e =100'mey not meet established map accuracy standards. The parcel List Type=Direct abutters(no set distance)and the properties located l lines on this map � - are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters 'E boundarles and'do not represent accurate reletionshlps to physical features on the map such as building locations. BufferJ* AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '0330+32' s Direct abutters (no sd distance)and the properties located across the street. - Total Count: 4 ( Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing Country De CityStateZip 033026 REID, SUZANNE S PO BOX 1450 COTUrf, MA USA 17: 02635 033030 HIRSCH, STEVEN E C/O HIRSCH 100 CONIFER HILL DANVERS, MA 94, CONSTRUCTION DR-SUITE 306 01923 033031 HIRSCH,STEVEN E C/O HIRSCH 100 CONIFER HILL DANVERS, MA 94; CONSTRUCTION DR-SUITE 306 01923 i BELANGER, OW, MA 033032 MICHAEL P&GISA 157 BEDFORD RD LINC LINC USA 17E E 01773 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 Assessor's database as of 9/12/2008. 3 http://www.town.barnstable.maxs/arcims/appgeoapp/AbutterReport.aspx?type=BOH 9/12/2008 Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 phone 508-428-3344 ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information is as follows: Applicants: Michael P & Gisa E Belanger Project Location: 100 Cross Street, Cotuit Assessor's Map and Parcel: Map 033 Parcel 032 Project Description: Variances required to Title V and Town of Barnstable Board of Health Regulations to upgrade the septic system. Applicant's Agent: Sullivan Engineering Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis 2nd Floor Hearing Room Date: October 14, 2008 Time: 3:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis and at Sullivan Engineering's office. Please call if you have any questions regarding this notification. Please call the Board of Health on the day of the Public Hearing to confirm the location and time for the hearing. AFFIDAVIT RELATIVE TO PETITION FOR VARIANCE FOR SEPTIC SYSTEM 100 CROSS STREET, COTUIT, MA I, Michael Belanger being duly sworn and dispose hereby state as follows: 1. My wife and I purchased the property at 100 Cross Street from David Eisenstadt in March of 1978. 2. Prior to the acquisition of the property, the house had been used by the Eisenstadt's as a beach house where boat crew and guests had resided,. 3. My wife and.I caused a repairs to be made to the seawall in front of the house, replaced certain portions of the sills, and rearranged the sleeping quarters within the house to create the 3 bedrooms as they now exist(2 downstairs and I upstairs). This was done in 1978 to accommodate my 2 children, sons Eric then 8 and Christophe then 3, who use the downstairs bedrooms and my wife and I using the upstairs bedroom. 4. The current bedroom configuration has been existence since 1978 and we have used it continuously since that time for family, where we summered with our children. 5. Since my children have grown we have rented out the beach house as well used it for family purposes. 6. I have registered the Beach House with the Town of Barnstable, Health Services Department and they have approved it for 3 bedrooms. 7. At no time during this period(1978-2008) did I ever have any issues with respect to the number of bedrooms, the size of the bedrooms, or the septic system. 8. On or about the summer of 2007, I approached the Town about a possible purchase of our property for public use purposes. 9. The Town in January 2008 wrote me that they,were undertaking an appraisal and inspection of my property. We allowed the Town on the property for that purpose. 10. On February 22, 2008, 1 received a notice from the Board of Health that our septic system was in failure and ordered to replace the septic system within 2 years of the date of the notification. The 2 year period will run on February 22, 2010. The.order refers to a"survey "that the Town had conducted where the revelation regarding our septic system had been discovered. We assumed that the survey was connected to the Town appraisal'of our property for acquisition purposes. . 11. The Town has since informed us that they are not interested in acquiring the property for public purposes. 12. Upon receipt of the February 22, 2008 order, we immediately retained the services of Sullivan Engineering to design a septic system which is now pending before the Board of Health for approval. Signed under the pains and penalties of perjury this b day of Michael lane er g G I . I a a Y yy�}r L y, - _ _A+'E;p" '::r:a,)'�":: •:;`,i:. e�P: '3 F. i...: f ix �� < •a�dsr. � r"'�'-;,�,- �, �,,;:.Y �aS Y 1.1�!' .•tm�! m+"1,��y,� a J�•m ,t, a �!loy3 i,t ��� '. qr) .. d. �' � i •• - �-�. ,'�, � yFf ''A4$. i'%t. y•-bf•_.:. -:cl �I - .._�,_� .. .....nt 3�:a,• ��� _ t fir+ 'Y!'7 f - -. ;[,y�•-< ; - t ...�- .•: "'i-s -�';:.�� �,:: .+k .•�: --fir.. ? hi. � �r ri �f e 'F r - 3 � T, ry tnd.• � �`t''F.'Y'r't i._ rr �:i., • � - '. �>+.� r ixv �-+ "Yam je•'L.�M ..,P.. •t�.A ;-.mar-f.•..ia'dar.'a:�:.i.:, ti x a'3,-> .'• -Ji ti tin a - .r• _�^'_ ,?��a,,.•.r-a $y;_:xa..: t:�t' sP>}a�4 `t�a� r L ]J'E'.} a. .: ~di:?t:-'T�,:a}:_� .it:'.+;=._ - r'1 'r4 - >Y•_ { N/L _1F ,�laa �-_ - g ._.:ra;`%•c�sx<r.a•x a.5'zta,,ar. ...:... ia. ,.-F�,:`..;...... - a..�,'av:i pAF+3-.;as°I•ad...aa`.:L..,_;>-.r,t�nTm_..-;;.,:..iJ::c :.:-....:. ..'...:..:...�. "� - a. ..._a.d>,,..r.y.r a..t_......._>.._-"v- ..:.,•t:....t,aa._ ..>-. _...,... r...... .. L..,....._._,......-r..... :..:..... I _ !,1 a 4'3,p:f3`aa •r. a _a,_ -4 , <_ .. .. ., _ - ..rt a. .._ -....+a...,.. ....... 'i3;:•`;dim _.. -...:.._.t,+...,-.-r -. :...._a.?� ,,.a. ..-.....a..:...a.-,w_. c_..... ...........>...c_.,•.:..:.....,�..?....-x_.,._a..>.ar.. ...0.- _ %Y3li3C_4rrdi=ula:'`;?ie.?�`tS::i'%�:�.?`v�i:j�C o a...> .-as .._. - ... .. ,•. .,,.. _.<.. ...a. .a. ...- .. _..,.:. - !-k 5 3. va. a} •^rt n_,- _.� _........�--a. .- .._ _ w L _ .. a.. .... ..._ _-. - z-.. _ _ _. ,+-.r -.- ..... ........._4n .>,•.z .._..., ..... :�aidi.ri`r_+�ej _ ?A. ,d,.iaa, ar _ ...3'nS. a.4 o- __. m .- , v .. ...- .. _.. -...-........t.ra.a .. .'a,a. - a,a'^ :=.5-. kia..a.< d,h. .... ._• - 'r'- - a. .�t-iv.... .. ar..i_.>+. .- _.a - , ..o-.a .._ a-.,._a-::.�..:r.._ .'ai<v._-..- as > Lr- .. _ .... .. .. .l .t. .. >- a �_.a .. _r. _ `:j.aj a _ .."N� ._c .-.. ._ ..t a-a .. -......_. ..m a -.... _ A.. n r _t _ - .... -e'13$:�rv,;�Y�. _ < .. _.--.._... .. Z. .. _�. .. > S..•v._ _ ..n,< a a+.ia- .��,,}} ,... .. .........-.. __.......:_ar-v _ ... ......... cv.,.v: _.>_ ...x...:..-. - r_?va.•a, � .;i;g3S:Q�?�. _ a•.t a..P... . . - .. . .. ...aa. _ ._ . .}_ a.n a: ?ss�:�'��' .ter.., .. .�._ car' ;'� TS , - aP>a A - - .. ..a?Zi;°=4=c .ti.4i.Y,.tru..J> +r,< r•Trc ;•�'�"li^.ia•- i^J. _ t� maS-r• .. .. ....h. r ., _ .. ..,- .at ... ... _.a.vF,.,;.•c_a .. a t.t„ ....y--`., - r 3•>T"_ ..,r .-. _ •h. .. - v. .... i-.da. _ _ .._ , - ... 3t __._if?.5 ,.. - -... ..a-k,rr 'Cr: - n-r-. o <__a .. .x`...a ... .. - },-..-r � -. >.t$ a?- ._ A. -t, i.-..::•�'^i+-i%i.>.a:.r• ., a, _. _��.a� .. .... _ h: ..P_ ._ .. .. .,.. .... •!e•H a.+_.�. __- .. .vrF' - duo=s"i^3,�_j��;7i.:, .. .a. .._... ..o..,.c._._ ..:....._:�.a-.+,r..�,.,_u..v_._.- fi..t.... ..,__' _ .......a:c..a m - rc�•3:.:r n.dat_- _A}_5p:caeFa=�a'a; ....,...a-^o_a_-. ._ ... .._._g...ar. .._._.-......_-__..r..._._mY'asa .� -^Y, a d•-=:. •c.::,.+i3,r ._-iax v..>,wni for °.f::..a��a' o ..r....,^•c.ra. - - 3' :c+a5....as�_-• -. ..a...-._._ _..-. _.._:+,k._..r._a ..._._. ...._kc�:.._-r...,,-.. .>.t C..�ar'� .E•g.+=-' :ava-__'.F-T`�a�•t�9" :t+i.^o;' __ ....._ .r. .....a� ... .. .... -.a._ ,,,- .. .. ..,.._.... _._.: s� at-t. _ _ .. .. .. _ .`� ..._.. -�...: .Law.,, - .rH+: vial ati,•+-.. ..+, ,•.Z:c-.>r .,a a: ,i.i,a - - _...,,r.>,t>. -a.>•5-....>'t aa� .:._... _ _._.=>.n.t-. _ .. _ ... F .. >.a .. a _ ..x-r.....-a. ...._ :.:'''� -bB k'ti.•.»`.-r a a_ .. ..._.., r..w,•, - vA. t ...s... •,......... ....>-- .. . ,. .. a ... , .. .. a .-a.a - 5»'., ?° ,-;iiLans•P .. ,�.. a>.._.. "a. .. .a?.,v._v_ .............. _ .............>a,......, a ,._._..r.-... _..-mca$r ....,A....a,._. .,..r. . , _.. .....,....._.......�...-,._._ ........._.....-,..<r.a.ari-:..a_._...........,_a..1.<ar-7- .:::Pt„-r•,r<. :�.a,,:., »..•a: ' .... .._4. _. .... ...a.........._.. .... .,..,, v - .... ..S. - .. .. ..xroP-e ..j_. m .. a _ - •£... _. > .. _-_ _ .. .0 ..-::-J^?::,.:_.:,r.'.-"=.i:ra+c:r.,:ar. ".,L•:, a - _ - _ _. .,. >� ,._ _ ,.....-.:...:3��Pr_-Pay:_r. o-.a_a._ ,--_-••.... �.P� _ _ _ _...ate-r<• � .._.. ..-_. .,_ .,a._. ,a:.a.-. Wit, _,:::-y,r.a, a;..r. _. ..aq,.. ..._.��.... _ ,:... .tea. .._ -r._•P..a.., ......_ z,.e...... a_ ..>. ..--,...a+nrm.^v,_.�-c_. ra.>->.Y-za-:J.v -.tiv:c m"m.+iiiay- .mot?_` .. .:.. z.....__..__ a...•. r.-.-.. P;tx•..•,.c-s: :..� .-"lµ-- - "a3 ,., ...:..cam.,-r..�>...............- r_-a. -e. .:.u.:=:_:.i<::. •?:«-a:•!_<-caa. „a�,>3+'�"bc�'=a._•,�._a:.� '^^'.,ra•..-ak:i+_ate.�:'�'-c-,._ �l t- PA, as Ytiis=7oya:c 2. d aa`.wy3avr`r "^> i / - SZ- 1 t'x-aa•.'Cri$a'.>"i•' �� .F ' '.` ..'?.C-$a•r .-,K•_-- 3- F"' >r � A .. B.`�`P�a 'at>?.,.:r?i:,?bie55o.+-c-a ..a:L,.:an•.. ..� -1 uv-aTr•. _ y'`• a->;`i-..:...1 �� '}a,_,^.c.,.�v.+.,�.r-,?.. >r,xc l�.. iart_.Pp,�_:�," -£,�$"- �•� v•r 7 a �'c5•S'' - �.,_�� .v :,,n �'�`dd '•L ,:a`N.v .:aa;«,. .�...�._ `,rt-;� .�I"xa:`;'r_.:-n-ka5=. 3!rr.<sv�>-+,•.a,ua.�13a .'�?,-"` -/an.c, �-S.,a., -.T4�. r _�3 _. - -",��-�� �B' s',,,i_''�r''�'„�:, '.�ssa•.�- '"'rcx�-:a.-s'"B�,.ae�, ,��r.°-P.� 'aaa��z 'a'r s � '� ' a`�• ,�aeaxz�lr'�:�<u�•`i�;,, ,s-;5t^a-`,^.. u`k. . �'^-SSP.+x-r-+ -,�xraaarB+daFaiareaaa"R• ."^'?¢icuy?m�- '^'Tt`�i•�.a�..3arP.{'-!.'!"&��•Sas��P ,..a'a�""_a�aS;'P3�sa.9� a4'-'f&:�:-'�ni� /S» t� 4 qg IM x , AMR ':q'' ' � ��J' s x�.•?�i ��� �x� a`�t t''�7. � �: f dx' t � �i�',W.S"'Ki Lry, '+.r . ,:.. •�. '.- .�. .�� '�.'' nt.t` ���'i�+ �' M-is�'M.��'..:a�M4, ''^y .J. � � z:.�., ma-fl1'uv,'�.`t�ifL',. u•�, ��g� _ a ..... .._ ` ,: g. .. . ++w �. '�tuszo� x.�• 2��..... uM��,.���wt'� '�. .-mn�+�•-�, ..�_•=--Y:, - ��s•,•- - •:.�..F 'i' �;� '. .�;v{y �:�- ..'.��+§:-'"s`a'�-,�'r,r+��"��•.k����a�-�- :� F y � t N' gm 4 . i -s..l.? � a .+'�"..��� �.� ,�•, �e eye` ,� { r� �} . } _ a ¢ � �+' �. -..:`�� (�� �.^ .�.y`k�hSf.R^}�`n33n sXd"'s ^E` 2i •x}�+C t�..^•� '�ARM- tx.. t .;_ �' .- :::.a ,' s � r c +xLIE T+�`,4,'6�'c7's3yn ' '.•,., ...� .. .., _.,.: ".•.. .... .. .._ _,_ 'zt �¢4� _ - -fit z�- - t �'4� ;iy-4 es�. Y � ; , tt �j J vE%aY.— �P�� ���y-'���. �� a` � r�i_ "T fx �' .�,z.. a Fir z �T}'� u�•,�:-. '? ,� 'vim * � 3:-+ ..5. y �+ -�x'F -'�'i �T?���z�' .•Y-� --1- t � �.�__N L:'' 27, -,? - - A r k'u .e- .r a„t..�y - ? r •G. €' s, -`cam �'':`. - - _+ #�, �'���,.�,;. x %,.t��'.sum '`- '. �gN�' _-' _ _ " _ '• - t,�- .�' •ram -�' .:���'� '�,� -�,. .� vn .� r _ t�� - r 3 M r r. ��. y ���.�, ,�,�?�-�'"' �'y "s�. �. r� «.i � A F`i+-•..sw{-,a�,��`r .;` ?¢ - � �v F'.-. F � 1 v� '"s .ryi.!.Pa -`cs'� r4Ya �-;:�.a ,-fir _ �-Ea'w-•.z� �'s"^�''� ,t„xr'%::..3'a''s" ^^`-r._ � �_ -4�•s.. +e,_ _...,f&?L�-4*sie.,a � �' 'a'C rC �.. v._.-s+E... ^q-w.F �3^ R.� "�. ..F,:.� •,i>T•'J z .. .-. me♦µ.--' ...� '. i Sit,Q%sc / Sky uJtvbow ►� HouS.e NAS.. LOFT �v�-YZ y r)-f i nl G. Q Lr�rtjc- you+Z �ZJO'Yk}"II 2li S F} ------------ - H Ei-L F,&14 BEDS. - /" SHrZ�Fsy \ BEDS -,DAL Po ND %i .oA I �l L Abi a r 6� DECK � I3c�cu Pao � h 4� Q�gRuinlG V) p�ND \ COT U 1 T BAY TIDAL ) C R b SS 5-r SuuRtSH Sf?i�ZaAY SEA Wra (L�EmP,: 77 �. Maw-Z>DAT �uG q8 0� I, Wien su2FF2 �D TOWN OF B�A-RNSTABLE , LOCATION /0 CI055 5 / SEWAGE# ZiW 7y`3J, VILLAGE CO / Gt l ASSESSOR'S MAP&PARCELa INSTALLER'S NAME&PHONE , 0NO. SEPTIC TANK CAPACITY l✓y /- LEACHING FACILITY.(type) W)"17-fC(size) NO.OF BEDROOMS Z OWNER & 7my'e�' PERMIT DATE: lO 09 COMPLIANCE DATE: /U 2 O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on . site or within 200.feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY y ,g `p® C30��, ti h 70'6 t 3 2' No. �V � � / rl P �� Fee v d THE COMMONWEALTH OF MASSACHIJSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Migozar �&p5tem Cott5tructiou Permit Application for a Permit to Construct Repair K Upgrade Abandon U Com fete System ❑Individual Components PP. ( ) P (v) Pg ( ) ( ) P J P Location AddressZor Lot No. G��Gv s .Owner's Name, ddress,a d T ;No�j e Assessor's Ma /Parcel � `/ p C�7`�c�� Installer's Name,Address,and Tel.No. /71 Q3?�? Designer's Name,Address and Tel.No. Type of Building: IQ,Ds.n1 ', zr my � v"` a Dwelling No.of Bedrooms __ II JJ LotJi, sq. ft. Garbage Grinder (/,(�a 9 Other Type of Building (° !✓jG� No.of Persons Showers( ) Cafeteria( ) Other Fixtures _ Design Flow(min.required) �,�L/ gpd Design flow provided - L— gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank ,J�©� d' ©D0�GLA,* Type of S.A.S. �r/f(,/tD Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this rd of eal Signed Date Zi o Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued b Ny v , .No. Fee /r 1 t. THE COMMONWEALTH OF MASSACHUSETTS' Entered in comput�r:� Yes �—�''� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS :$ Zf#pgication for Mi5pogat ,&pgtem C5 VCom_pl_�te ction - "mit Application for a Permit to Construct O Repair(K Upgrade O Man& O System ❑Individual Components Location Address or Lot No. ' �aJ s / Own? Name,Address,and Te Assessor's Map[Parcel '77/—n2 e Installer's ame,Address,and Tel.No. Y J Designer's Name,Address and Tel.No. --3 3�l Type of Building: ,r per (Feed ",Ar)'c u� a � Dwelling No.of Bedrooms k Lot rze sq.ft. Garbage Grinder (A ` � Other Type of Building +t-q S/0(pwC e No.of Persons Showers( ) Cafeteria Other Fixtures r Design Flow(min.required) Yn�r/ gpd Design flow provided ✓✓ ✓� gpd - Plan Date Number of sheets Revision Date Title Size of Septic Tank 1�1�0 >az AVOAG� ,,OTyp of S.A.S. (✓/h� :7+�- O GC Description of Soil r max. Nature of Repairs,or Alterations(Answer when applicable) i. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healthz� Signed � Date i Application Approved by Q Date Application Disapproved by: Date for the following reasons Permit No. a# J Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS " Certificate of oa PYtauce THIS IS TO CERT Y,that the On-site Sewage Dip.9sal System Constructed ( ) Repaired Upgraded ( ) Abandoned( )b ®���/C / ( ©�Jt ,t ,� at Inn 1� .� �� f Gl! A has been constructed in accordance X du �S dated with the provisions of Title 5 and the for Disposal System Construction Permit No. Installer ll I y�__ f n Designer m#bedroos o t 0 r S��'^l ` 1JU MS4 P ck6f Approved design flow 3 0 gpd r 1 The issuance of this peAit shall not be construed as a guarantee that the system�no i to as designed. Date 1 () } y Inspector f No. C, 3 J Fee / 0, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Digonl i§pfstem Conotruction Permit o� Permission is herebyranted to Const air U Abandon "r g rut � ) Re Upgrade/� P � pg ( ) System located at lad 6- 111 `..S-�'�' and as described in.the_above,Application for Disposal System Construction Permit. The applicant recognizes his/her duty - to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thjs permit. Le Date 10 - !tl~cJ � Approved by Bk 24 092 Ps 59 10-14-2009 Q 09 2 17a DEED RESTRICTION WHEREAS M;cA&Y,( 1`- 0.11'4, of (owner' m s n e) /00 Creii. ��'"e.et- C'a i MA address) is the owner of /Ga _v�r!' 00/,44s located (address) at MA (hereinafter referred tows and being shown on a plan entitled "Subdivision of Land in r 1. o� "it MA, Property of , et al, duly recorded in Barnstable County Registry of Deeds in Plan Book, Q&3 - , Page Or on tam� Xer WHEREAS, IM r crli �- (g ��i �8����� as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition 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 building permit for the construction of 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 lot be put on record with the Barnstable County Registry of Deeds by recording this document, dccdr . Bk 24092 Pg 60 #58441 I NOW, THEREFORE,/Yj el4;Ja Ae4we does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 100 Cross Street, Cotuit. MA may have constructed (address) upon the lot a house containing no more than two bedrooms be allowed in the dwelling. In addition to the two bedrooms, it is understood that the loft might be used for sleeping purposes. However, nothing contained herein shall be construed to mean that the loft is to be considered as a designated bedroom. M;(, 4el t0i-ret agrees that this shall be permanent deed (owner's name) restriction affecting located on CU�u 1 MA, and being shown on the plan recorded in Plan Book dA&3 , Paged _. Or on Land Court Plan For title of see the following deed: Book 7/ 4Sq , Page lak Or Land Court Certificate of Title Number ec ted as a In tr en day of 0 �x's signatur Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS a('A 3MLU_ RxiL,� , ss 1 O j j(-r 1 , 2029 Then personally appeared the abode-named known to me to be the" who executed the foregoing instrument and acknowledged thq same to be. ;►, free act and deed, before me, tary Public �•`At�q V LA pF'',,� . Niy c mmission•expires: �•/t r �Ot -'�a, 9• (date I . !� •P' - °;'�;�•?r vUa� . 9c%ARNSTABLE COUNTY ''�''�'''•-°•''°'� '�� REGISTRY OF DEEDS A C: , `'ry •�� A TRUE COPY ATTEST 1F{V � MUMBLE RWISTRY OF DEEDS JOHN F.MEADE REGISTER 1'08/1--12009 15:00 5084283115 SULLIVAN ENG INC PAGE 01 Fa$6 19 2008 14117 Law Office of M. Ford 508-430-9878 p.2 -.12489/29ee la:0a 7B1a902212 WALTHAh! Ra 01/92 Town of Barnstable Bamstasblel t, Regu[atory ScM/ites Department Public f(eait'h Division • 200 Maul Strerot,liyaniis M.A 1250; 2�7 artti�: +cs•s�•�.. •newel r,taa�aa,D�gee rhX: xaa.M.C3w tjxmn A.Maim+,00 02/22R003 Mizhacl and Gisa Be Jar 07 Re: 1.00-rose Street ORDER TO COMPLY WITH STAT'R XNV1RON.mEE�`TAL CU A,TITLE e A Qurveyconduetcd recently,n:vca.lci that your MUM system- located at 100 Cross Stra_t.Cotuit FAILS mider the guldehres of 1995 T1TLr V (310 CIvlR 15.00)due to the fbllaming: I5.303 Svsteirs Failing to protect Publ.i- jic4ljh and Safety anu ft.Eg ironanont "(11) 7. A cesspool,privy or aay pore ion of:hc soil absorplicr?.systerm extends below the hiith ground water elevation. 2. cessyools surd privies near water•ccsonrc:s; A ecsapool or privy is failing to pretext-)uhbe hcnith and safety,welfare.aid the environmcnt if ar.,y portion of it is within any climensional.criteria beiaw and the local Appmyirq Anthority ir,its profeas®iana'j u.t2Vne1'La detcrmnes the cygtem is not fanctioning in a moamar to protect pabli:safety, welfare and the envn-mmkeait. a. WtMn 54 feet of to surtste water h. within 50 feet of a bordering vegeiatod wetlsod car salt.marsh In snaking a deterniaitlem pursuant co 310 CMAI 5303(*I)rb), dic local Appraving Authority shall consider: t. the coadition.desiim,and tresunera-pi'Ovidcd by the existing syai=; 2. the urticatl separaden of the u4i ti.»g soil absorption system Iran t;1e groundwater 3. t<ho bnrizental.separsdon of the exciting so±I abscrpL.ata eystetl! from.the water 6ady; 4, the soil charaeteristies of the ii�c: a rid. S. dra eondition of the water bndk or wcl•Jnnd.inclndiasg sRrnsitiva! use areas sack as beaches or shel fish beds." 1 o$.,.w., � 08/19/2009 i 15:00 5084253115 SULLIVAN ENG INC PAGE 02 ug 19 2009 14% 17 Law Office of M. Ford 500-430-9979 p.3 W89/2WO 14A4 7818902212 wALTKW PAZt 02/02 "Aay systom shall be upgraded upon the order or the Depm1me.n.t or the local Approving Authority it either determines that a specific cvrcumsurce exists by Which any syatetst ! threatens public health,safety,welfare of the erviroo.ment or cause or threatens to cause clmnage to proixsty or creutas a nuisanc.. The local Approvin;autbority or department may rcgwre such upgrades to be conplctcd within a.shor(en•p.e.riod o; ti.me than specified j in 310 CM.R 15.305. Where necessary to protect public health,sallety welfare and the environtment,the Deportment or local Approving Authority stay require the owner to install a reticulating sand fllFer or cRpivalent alternative technology in Accordance with 310 CMR 15-202 or rD oblaln a gmund whet clischarge permit in accordance with 314 CtitR 5.00 an,d 6.00," Yo-j are ordered to r:peiro..-rep Jac e the seouc 9y3tcm within two,years CTom the daic of 'hi:.noti(,catioti. 'Yl lure to.repair/replace the septic system,wirhin the deadline period will retaslt in future cniorcemut Action. PER ORDER OF- BOARD OF HEALTH Thomas McKean.R.S..CFIO AgenT of tac Bcazd o.:7r3calit. i i ' e �hwt- � i u - 27'�" r a ` HOBBS&WARREN TM THE COMMONWEALTH OF MASSACHUSETTS 'FORM3'0 C&w BOARD OF HEALTH CITY/TOWN W 0 DE RTMENT �— AD RESS GSM SV B y`oW �✓"l j _'"e _ f� TELEPHONE Address t, C1�1 Occupant_ Floor Apartm+1NJ . No. of Occupant No.of Habitable RoomsNo.Sleeping RoNo.dwelling or rooming uNo. ries ` Name and addre,�,s ow � marks Reg. Vio. YARD Out Bld s.: F ces: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: --- Stairs: Lighting: STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom 1 Bedroom 2 Bedroom 3 Cs Bedroom 4 Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: s, Flues,Vents,Safeties: Kitchen Facilities Ainkj %eve Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(S Over) "THIS INSPECTION 0 1 SIGNED AND CERTIFIED UNDER TtjE PAINS AND PENALTI� E . INSPECTOR TITLE Lo� DATE J TIME 2 � ` A.M. THE NEXT SCHEDULED REINSPECTION P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions,when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter 11, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B)and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. _ (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash,which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish,filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such.facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulatiori or covering on a pipe, boiler or furnace which may result in the release. of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. i . - �hizen Web Request Page 1 of 3 AM h ,),y - 90 " .^�i - f �i �� �� '� f��� �: K�X 2; S,*3 < it �� "L+ S.:•"���/��4 ��-'F� � � %S ���.Y".lT �,,.J�i}iL,:7�/�a A���p . g sect @ i . � d d� I r Request Information � __._._ _ ©1_ ................................._....._..._........_.__.................._......_......._._..........__........ .........---.............._..__......................................._..........._...................................................................................................._..................._............._..._....... ......._..._..............._......... Request ID: 22345 Created: 10/14/2008 11:57:10 , ........................................._._._.__...._....._.......--...._..._......__......._._.._...._..._...........f_.......... .._....._.. I Status: Assigned To Staff Assigned To: O'Connell,Timothy Health Office Anonymous: Yes Request Category: Chapter 170 : Housing Overcrowding Routine work: No ~Estimate: No Date scheduled: ................... _........_._........_.............._..............................._...._...........---...._..._._....._..._.........................................._............................._ Estimated 10/28/2008 Change Estimated _Sep 2008 October Nov Completion Completion Date: Date: Sun Mon Tue Wed Thu Fri Sat 28 29 130 1 1 2 3 4 5 6 7 8 9 10 11 �./ 12 13 14 15 16 17 18 / 19 20 21 22 23 24 25 i 26 27 28 29 30 31 1 i 2 3 4 5 1 6 7 8 Created By: _ Barry, Lois Priority: Medium ' Building Dept Citation Numbers: _ 5 -T ,6 )Requestor Information ...................................... ................. ....................... ......... _ , .... .. .. . .. ..........._....._ ( Requestor Request DETAILS: LOCATION: 138 Elijah Childs Lane \. i Centerville, Ma 02632 i ;Request Parcel Number d Map: Block ^. 0 p, 246 Lot: Caller said the owner has a constant flow of transient renters. IThere are now 6 cars, owners' 2 plus Parcel..__Lo6Wp 14 others, sometimes 5. It is a 3 i bedroom house. Caller thinks he is 1 renting the garage and basement u I l http://issg12/intemalwrs/`WRequest.aspx?ID=22345 ' 10/14/2008 4 •N' 1 2 fib_. ay �' ks- xw.,1M,"S'` "RE v-'°" -. rzt sFM;;€ w „ �' `{v� ,✓,^r�'r:+r w�S +F '�7d�n **T ui � h6 �_.J.� � 4 .y.�#jt�.'�"�� �. .f"wfr.�`m� '�`Y'— �✓C�a...f3 T's 3 IN ">F ` r 4Tr'� . im taJkx''�.'S'_K'�` 'NI r� Y.Giw., ors``" z,•971' ° �. � ti'"`+-.�+`_.�`uS'- � _?yyx 2 y .T �..�'�E���,,•+. .,`,�� 3+,y., �.3y3`���"• ;' '��n^�,^.�+�.f,V..�9'L �a¢.�r".�a iaa-+ � �,�.. .__ a � AA Sty flr ° � .' � .yrk rgm x x v t• H T _{t'r ij S >!'•. - fie. �{' �y T �� Ya � _ -05 rvh t Vw pv— h w� ` y�Y,�,,.,c.'�'-' axc",. x "M1r -c ryx �t"7,�`cat•'�•�,.� ,YY.t .x^� ,��:-�'��� � �SI'�`• i aY R 7 Mom€" ^r 1e ` lya.}gcRyy,�� �' ,?A�axscJ q�i"•�I � Jf�1Vi '�±' " `°'.F �l � �''� M Del r t r tav`" s �,r s w Ow �Y '� k. ..u,�`6. i } y MI, ,. � � I ,,,.�a� 'h ,•- ti r q%L§ taw �T� "w,��i"�.~� a��d�� � ��U����� t� ��'N�ra�t '' ,✓'� ���� o.��"�i,";L...,,,� u+�`.". :. .. `.1 ' kc1 1 4 �"".y,'�w"'"•.��,� _ �ms�,"� {`,�� 'S�" .�x� : .n -dq�,r , Sa 34, i� �'.aya + 7,7 pi� .S� • +t 'aLh--y .. E .r •w-. �, ,�."'c'1+fi'' ! J ,.x '..2�. y A.�y � ii'j �i<�c3" tit +f 2- # �. t i g brA z? 4 d }.,f s xr� ,r k U7.it'¢} - �sr tt tx c ky"�e��^�� t,�� �W T�r9�r�*��,�'�+• 4y��t ,��� - " � � t 4 a� 4 r � v i a v yr n � r y� a ,n� T ; �i �� "' � ,,J I ` � s�:$`^ � W l w � ��=�_ -;_ i �- �. r. d:� .r� � _�, �. _ '�,�� ' k� ,- . � . � �., , �Ly I F; _,,,� M � , �ti � �'� i �� 7 i �� # � .�� ;�� �, � .r. �, a�r;�(,_..,_ �` �` � r : � �}l: rL ,4 ,� ` 1 aa i 1 "}. �. � �� �._ •w.� � � � _ 1 111 �:JJJI/','l ti TIN n 7 f � i Jr A�J ,y�.Q�`�� [�qMa. X �. _ Yf r4,. l,�r +¢tom � �'�4 "�c d� '` ,� 4 lip _?„A"^� -.-.j � � - '��,�x° a4 I a _ • r .:. :� �:. ar'H't:,... . .' .� P y': i � �. :. !� '�; .. -. I �; �, � "�: 4 � :� °� �, � � : � A �+ � j. � _" � • � � K' .. 1 ` c� i 1\ �} _ ' _ i - _ .. ! 't _ ' r � �, _ �y/yam 27 /�/\) �.�'� ':xc 8 ( � � � �` � � _ Ss � �. � � � � � �5.;�z 1 { 09/12/2008 14:29 78/8902212 WALTHAM � FA�aE 01/01 The BeOengers 100 Cross Street Pa Box 492 Cotmit, MA 02635 September. 12,2008 Town of Barnstable Board of Health 200 ivWn Street Hyannis,MA 02601 RE: 100 Cross Street,Cotuit Bear Board of health, As owners of the above referenced property,please be ad»sed that Sullivan Engineering,Inc. has our permission to represexat us before your Board in all matters pertaining to the proposed septic system repair.at our property. Sincerely, Gisa E.Belanger ichael P Belanger 781-223-3179 781-223-0117 r COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 s DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED APPROVAL FOR REMEDIAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Presby Environmental, Inc. 143 Airport Road Whitefield, NH 03598 Trade name of technology and model: Presby Enviro-Septic Leaching System (Hereinafter called the "System"). The "Massachusetts Enviro-Septic® Wastewater Treatment System Quick Reference Guide" including schematic drawings of typical Systems, a technology checklist, and a System Installation Form are part of this Certification. Transmittal Number: W021550 Date of Issuance: November 21, 2005, Revised May 22, 2006, Revised June 2, 2006. Revised March 16, 2007, Modified July 11, 2007, Modified February 15, 2008. Date of Expiration: November 21, 2010 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this Approval to: Presby Environmental, Inc., 143 Airport Road, Whitefield,NH 03598 (hereinafter"the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. February 15, 2008 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep ��a Printed on Recycled Paper i Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 2 of 8 I Purpose 1. The purpose of this approval is to allow Remedial Use of the System in Massachusetts with the necessary permits and approvals required by 310 CMR 15.000. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed where conditions meet the criteria of 310 CMR 15.284(2). The System is an alternative system approved in accordance with 310 CMR 15.280 through 15.289 and is used to treat and dispose of wastewater. 4. This Approval for Remedial Use allows the use of the System where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system. The Title 5 design flow for the facility must be less than 10,000 gallons per day. II Design and Construction Standards 1. The System is a subsurface unit that replaces a soil absorption system(SAS)designed in accordance with 310 CMR 15.000. The System consists of an 11 5/8-inch diameter corrugated,high-density plastic pipe with a 9.5-inch interior diameter and a length of 10 feet. The exterior of the pipe has ridges on the peak of each corrugation. The pipe is perforated with eight holes equally distributed around its inner circumference. Each hole has a plastic skimmer extending inwards. The exterior of the pipe shall have a minimum of two layers of material. The inner layer shall be a thick layer of coarse,randomly oriented polypropylene fibers. The outer layer shall be a non-woven geo-textile polypropylene fabric. The pipe shall be installed in a concrete system sand bed and surrounded on all sides by a minimum of six inches of system sand. Depth to the high groundwater elevation shall be measured from the bottom of the system sand underlying the pipe. 2. The System sand shall meet ASTM C-33. 3. Systems shall be installed with a differential venting for aeration and inspection at end of each run of pipe, section or serial bed and whenever the System is installed under impervious surfaces._ 4. The System shall be designed and installed using distribution boxes for inspection ports. The pipe between the distribution box and the System shall be installed at a minimum slope of 0.02 feet/foot. 5. Serial distribution laterals shall be limited to no more than 500 gpd. Multi-level systems shall not be allowed. Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 3 of 8 6. The System shall be installed in a bed or field configuration, as defined in 310 CMR 15.252. The effective leaching area shall be the bottom area(length times width) of the field or bed as presented in the Company's "Massachusetts Enviro-Septic® Wastewater Treatment System Quick Reference Guide". 7. Effluent loading rates adjusted to reduce the soil absorption system by 40 percent shall be in accordance with 310 CMR 15.242. No System shall be installed with a leaching area of less than 400 square feet. " 8. The System shall not require pressure distribution. 9. The System may be used in soils with a percolation rate of up to 90 minutes per inch (MPI). For soils with a percolation rate of 60 to 90 MPI, the effluent loading rate shall be 0.15 GPD/SF III. Allowable Soil Absorption System Design 1. The following reductions are allowable for Soil Absorption Systems (SAS)when designing the System. A. The approving authority may allow a reduction in the required separation between the bottom of the SAS and the high groundwater elevation of up to two feet. This provides a minimum separation of two feet (in soils with a recorded percolation rate of more than two minutes per inch) or a three feet (in soils with a recorded percolation rate of two minutes or less per inch); or B. The approving authority may allow a reduction in the required four feet of naturally occurring pervious material in an area with no less than two feet of naturally occurring pervious material,provided that it has been demonstrated that the four foot requirement cannot be met anywhere on the site. If a remedial System needs either of the allowable reductions listed above, then the reductions must first be approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284 through filing a BRPWP 64c permit application. 2. Additional reductions allowable for Soil Absorption System (SAS) when designing the System: A. When using 1A, or I above for the System where full compliance with 310 CMR 15.000 is not feasible, the local approving authority may consider granting local upgrade approvals in accordance with the provisions of 310 CMR 15.401 — 15.405. For example: r Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 4 of 8 i. When considering I above, an applicant may request from the local approving authority and the local approving authority may consider a local upgrade approval for reduction to estimated high groundwater in accordance with 310 CMR 15.405(1)(h). ii. The local approving authority may not consider granting a local upgrade approval for a further reduction of the SAS in accordance with 310 CMR 15.405(1)(c). iii. When an applicant chooses a reduction in the naturally occurring soil with the use of the System, a local upgrade approval may be considered for a reduction in groundwater separation in accordance with 310 CMR 15.405(1)(h). B. If any remedial system is still not able to achieve full compliance with all of the minimum set back distances in 310 CMR 15.211, even taking into account provisions for local upgrade approval in accordance with the provisions of 310 CMR 15.401 — 15.405 the applicant must obtain variance(s) from the approving authority and then approval from the Department pursuant to 310 CMR 15.410 through filing a BRPWP 59c permit application. IV. General Conditions 1. All provisions of 310 CMR 15.000 are applicable to the use of this System, the System owner and the Company, except those that specifically have been varied by the terms of this Approval. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S.EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory. It shall be a violation of this Approval to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety, welfare and the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed, upgraded or expanded, if it is feasible 'I to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. When a I Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 5 of 8 sanitary sewer connection becomes feasible, the facility served by the System shall be connected to the sewer, within 60 days of such feasibility, and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed, in writing, by the approving authority. 6. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications, 310 CMR 15.000 and this Approval. V. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 2. The System owner shall at all times properly operate and maintain the on-site sewage disposal system. The System owner shall have the System inspected annually by an operator trained by the Company and shall submit the results of that inspection,on a technology checklist, to the local approving authority. 3. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 4. No System owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. 5. Prior to the issuance of a Certificate of Compliance for the System, the System owner shall record and/or register in the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing both the existence of the alternative septic system subject to this Approval on the property and the Department's approval of the System. If the property subject to the Notice is unregistered land, the Notice shall be marginally referenced on the owner's deed to the property. Within 30 days of recording and/or registering the Notice, the System owner shall submit the following to the Department and the local approving authority: (i) a certified Registry copy of the Notice bearing the book and page/instrument number and/or document number; and (ii) if the property is unregistered land, a Registry copy of the owner's deed to the property, bearing the marginal reference. VI. Conditions Applicable to the Company 1. By January 3 1"of each year, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that contains information on the System, for the previous calendar year. The report shall state: the number of units of the System sold for use in Massachusetts including the installation date and date of start-up during the previous year; the address of each installed System, Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 6 of 8 the owner's name and address, the type of use (e.g. residential, commercial, school, institutional) and the design flow; and for all Systems installed since the date of issuance of this Approval, all known failures, malfunctions, and corrective actions taken and the address of each such event. 2. The Company shall notify the Director of the Watershed Permitting Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership,responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall develop and submit to the Department: an operating manual, including information on substances that should not be discharged to the System and a recommended schedule for maintenance of the System essential to consistent successful performance of the installed Systems within 60 days of the effective date of this Approval. 4. The Company shall make available, in print and electronic format, the referenced procedures in paragraphs 3 above to System owners, operators, designers and installers. 5. The Company shall institute and maintain a training program in the proper design, installation and inspection techniques of its System and provide a training course at least annually for prospective designers, installers and inspectors. The Company shall certify that installers and inspectors have completed the Company's training class, maintain a list of trained installers and inspectors, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the receipt of that request. 7. The Company shall include copies of this Approval and the procedures in Section VI (3)with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require the distributor or re- seller to provide each purchaser of the System with copies of this Approval and the procedures described in Section VI(3). 8. The Company shall comply with 310 CMR 15.000 and all Department policies and guidance that apply and as they may be amended from time to time. h 9. If the Company wishes to continue this App roval after its expiration date, the Company shall apply for and obtain a renewal of this Approval. The Company shall submit a renewal application at least 180 days before the expiration date of this Approval, unless f Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 7 of 8 written permission for a later date has been granted in writing by the Department. This approval shall continue in force until the Department has acted on the renewal application. VII. Conditions Applicable to Installers of the System 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System or the installation is overseen by a Company representative(s). 3. Installers shall complete the System Installation Form and forward a copy to the Company and the local approving authority. 4. The System installer shall provide the System owner and the local approving authority with a bill of lading certifying that the sand fill meets ASTM C-33. VIII. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: Director Wastewaters Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 IX. Rights of the Department 1. The Department may suspend, modify or revoke this Approval for cause, including, but not limited to, non-compliance with the terms of this Approval, non-payment of the . annual compliance assurance fee, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Approval and/or the System against the owner, or operator of the System and/or the Company. X. Expiration Date f Modified Approval for Remedial Use Presby Enviro-Septic Leaching System Page 8 of 8 1. Notwithstanding the expiration date of this Certification, any System installed prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this Certification (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department, the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. r � V Massachusetts Enviro-Septic° Wastewater Treatment System Quick Reference Guide (Revised & Updated September 2007) Background Septic tank effluent contains suspended solids that can cause other types of leaching systems to fail prematurely. Solids can overload bacteria, cut off aeration required for bacterial activity, and/or seal the underlying soil. What our By utilizing simple, yet effective natural processes the Enviro-Septic®. system does wastewater treatment system treats septic tank effluent in a manner that prevents solids from entering surrounding soils, increases system aeration, and provides a greater bacterial area(biomat)than traditional systems. System This picture shows the various components used in the Enviro-Septic°system. Components r��' fl6ixAf ,fir t� dd'ryt+f,LLq 9�yd it 3. j IFS 6, k The Enviro- The Enviro-Septic wastewater treatment system is a product consisting of Septic three components. components 1. A corrugated, perforated, high-density plastic pipe with a unique series of ridges on the peak of each corrugation and plastic"skimmers" extending into the pipe's interior. 2. A thick mat of randomly oriented plastic fibers surrounding the pipe. 3. A special non-woven geo-textile plastic fabric around the mat of fibers. Continued Enviro-Septic®.U.S.Patent Nos.6,461,078;5,954,451;6,290,429;6,899,359;6,792,977 with other patents pending. Canadian Patent Nos.2,228,995;2,187,126 with other patents pending. Enviro-Septic®is a registered trademark of Presby Environmental,Inc. ©2007 Presby Environmental,Inc.,All rights reserved ' 1 r Preview, Continued Enviro-Septico Cross sectional diagram of Enviro-Septic.®pipe. cross section \\ \ \\ \ \ \TOP SOIL\ \ \ \ \ \ \ \ \ Q6 GEO-TEXTILE FABRIC / 1 QS COARSE FIBERS / / SEWN SEAM / k1_1 KI / AIR SPACE Q® 2 SCUM EFFLUENT z SLUDGE CORRUGATED PLASTIC PIPE / WITH EXTERIOR RIDGES / SYSTEM / SAND / ORIGINAL SOIL / How it works Basic stages that take effect in the Enviro-Septic®wastewater treatment system. Stage What Happens 1 Warm effluent enters the pipe and is cooled to ground temperature. 2 Suspended solids separate from the cooled liquid effluent. 3 Skimmers further capture grease and suspended solids from the effluent as it exits through perforations in the pipe. 4 Pipe ridges allow the effluent to flow uninterrupted around the circumference of the pipe and aid in cooling. 5 A mat of random, coarse fibers separates more suspended solids from the effluent. 6 Effluent passes into the geo-textile fabric and grows a protected bacterial surface. 7 Sand wicks the treated effluent from the geo-textile fabric and enables air to transfer to the bacterial surface. 8 Fabric and fibers provide a large bacterial surface to break down solids. 9 An ample air supply and fluctuating liquid levels increase bacterial efficiency. Continued 2 ' y t Preview, Continued In this manual This manual contains the following sections. Section Page A—Introduction 4 B—Design Criteria, Requirements, and Restrictions 5 C—Sand and Fill Requirements 9 D— Standard System Configurations 10 E—Non-Standard System Configurations 19 F—Venting Requirements 20 G—Inspection Port Requirements 22 H—Quick Reference Guide for Percolation Rates Up to 60 23 Minutes/Inch I—Quick Reference Guide for Percolation Rates of 61-90 28 Minutes/Inch System Installation Form Appendix A Enviro-Septic. Wastewater Treatment System Technology Appendix B Checklist 3 Section A Introduction Purpose The purpose of this manual is to provide guidance in the design and installation of the Presby Environmental, Inc., Enviro-Septic.®wastewater treatment system products. Presby All systems using Presby Environmental, Inc., Enviro-Septic®wastewater Environmental, treatment system products must be designed and installed in compliance with Inc.,standards the procedures and specifications described in the Enviro-Septic° Massachusetts Design and Installation Manual (available for download (a, www.presbyenvironmental.com) and summarized in this Quick Reference Guide. State standards Title 5, 310 CMR 15.000,the State Environmental Code for Massachusetts covers issues not addressed in this manual. Title 5 requirements take precedence unless specifically changed by the General Use or Remedial Use approvals issued for the Enviro-Septic®system. Certification • MassDEP requires that all installers be trained and certified by Presby required Environmental, Inc. • Presby Environmental, Inc. requires all installers and designers to be trained and certified. • Certification is obtained by attending the"Enviro-Septic®Designer and Installer Certification Course"presented by Presby Environmental, Inc., or its sanctioned representatives. • Presby Environmental, Inc. highly recommends that all individuals involved in the approval or permitting process also attend these certification courses. • Until designers and installers are certified, designs and installations must be approved/inspected by Presby Environmental, Inc., or its sanctioned representatives. Note: While this Quick Reference Guide includes essentials, certification courses cover a larger range of topics in much greater detail. The documentation materials provided at these courses is likewise more detailed. "System Installers of Enviro-Septic®systems shall provide Presby Environmental, Inc., Installation and the local approving authority with a copy of a completed"System Form"required Installation Form" for each new or remedial system installed. This form may also be downloaded from our website, www.presbyenviromental.com. Reference: See "Appendix A—System Installation Form." Technical Presby Environmental, Inc. provides technical support to all individuals using support our products. For questions about the information contained in this manual, please review our website at www.presbyenvironmental.com or contact us at 1-800-473-5298. 4 Section B Design Criteria, Requirements, and Restrictions Introduction This section contains a variety of criteria, requirements, and restrictions for designing Enviro-Septic®wastewater treatment systems. Subjects covered This table contains the subjects covered and the page location of each. Subject Page Depth of cover 5 Design flow 5 Distribution box required 5 Documentation required 6 Elevation Table required(sloping systems only) 6 High flows stem configurations 6 Inspection Ports 6 Line orientation 6 Loading limits 6 Low flows stem configuration 6 Maximum/minimum line lengths 6 Minimum separation distances 7 New construction sizing 7 Percolation rate restriction 7 Pressure distribution lines 7 Raised systems minimum fill extensions 7 Remedial bed design restrictions—61-90 percolation rates 7 Reserve area 7 System Installation Form 8 System size limitation 8 Venting requirements 8 Depth of cover The minimum total depth of cover on Enviro-Septic®lines is 10 inches: 6" of System Sand plus 4"'of topsoil. Enviro-Septic®pipe with 12" of structural cover is designed for H-10 loading, and Enviro-Septic®pipe with 18"of structural cover is designed for H-20 loading. Design flow Design flow is defined in Title 5, 310 CMR 15.002. Design flow criteria are presented in 310 CMR 15.203. When design flow is not established in 310 CMR 15.203, water meter readings can be used in accordance with 310 CMR 15.203 (6). Residential system design flows below 330 gallons per day require a deed restriction. Distribution box All systems shall be designed and installed using distribution boxes. The required outlet of the distribution box shall be at least 2"above the inlet of the highest Enviro-Septic®line with the connecting pipe slope not less than 2%. 5 L ') I Design Criteria, Requirements, and Restrictions, Continued Documentation The designer must provide the system owner with copies of the State's required Certification for General Use and/or Approval for Remedial Use, an"Enviro- Septic® Wastewater Treatment Operating Manual"and a"Technology Checklist." In addition, a"System Installation Form"must be completed by the Installer and provided to both the local approving authority and Presby Environmental, Inc. These documents can be downloaded from our website: www.presbyenvironmental.com. References: See"Appendix A, System Installation Form"and Appendix B, "Technology Checklist." Elevation Table The construction plan for all sloping systems must include a table listing the required on elevations for each line in each bed of the Enviro-Septic®system. plans (sloping systems only) High flow High flow is a"design flow"greater than 500 GPD. system High flows in soils with perc rates of up to 60 min/inch require combination configurations or distribution box system configurations or multiple serial beds; each outlet line from the distribution box is limited to a maximum of 500 GPD. All high flow systems in soils with perc rates of 61-90 min/inch require multiple serial beds each limited to a maximum of 500 GPD. Inspection Ports All systems require an inspection port. See Section G, Inspection Port required Requirements, p. 21. Line orientation Enviro-Septic® lines must be laid level and should run parallel to contours (perpendicular to sloping terrain). Loading limits Each serial bed, line of a distribution box system, and section of a combination system has a maximum design flow of 500 GPD. Low flow system Low flow is a"design flow" of 500 GPD or less. Basic serial system configuration configuration is preferred for low flow systems. Minimum/maxi- No single line of any system may exceed 100' or be less than 30' in length, but mum line the multiple lines of a basic serial system or section of a combination system lengths may total more than 100' in length when connected in series using raised connections. Note: In some instances site conditions may require lines shorter than 30'. These are non-standard system configurations. Reference: See"Section E—Non-Standard System Configurations,"p. 18. 6 I Design Criteria, Requirements, and Restrictions, Continued Minimum Setback distances are measured from the outer edge of the System Sand. The separation distances to the estimated high groundwater elevation (EHGW) and other distances restrictive features are measured from the bottom of the 6" of System Sand below the bottom of the Enviro-Septic®pipe. In sloping systems that require a 3' System Sand extension, setbacks are measured from the outer edge of the System Sand extension area. New For new construction,the system owner initially shall size a soil absorption construction system in accordance with 310 CMR 15.242 to demonstrate that a sizing conventional Title 5 soil absorption system using aggregate, including a reserve area, can be installed on the site. The system owner may then size the soil absorption system for the Enviro-Septic®system. Percolation rate General Use systems for new construction are limited to sites with a restriction percolation rate of 1 to 60 min/inch. Remedial systems can be constructed where the percolation rate is from 1 to 90 min/inch. Pressure The use of pressure distribution lines in Enviro-Septic®wastewater treatment distribution systems is prohibited. lines Raised systems Raised systems that slope 10%or less require 3' extensions on each side minimum fill (including System Sand, surrounding sand, and topsoil) before tapering. extensions Raised systems that slope greater than 10%require 3' extensions on three sides and a 5' extension on the down slope side before tapering. Tapering is to be 3:1 or less (maximum 2:1 with a variance). Topsoil is required around the fill perimeter of raised systems. All mounded systems shall be designed and constructed in accordance with 310 CMR 15.255. Reference: See drawings on pp. 17-18. Remedial bed Remedial systems in soils with percolation rates greater than 60 and up to 90 design minutes per inch must be designed as basic serial systems. A multiple bed restrictions—61- system uses a distribution box with flow equalizers. No bed in a basic serial 90 percolation multiple bed system can have a design flow of more than 500 GPD. Beds rates shall be separated by at least six feet of naturally occurring undisturbed soil. To accommodate construction access, additional separation distance may be necessary. Reserve area For new construction a system must contain a reserve area the size of a conventional Title 5 soil absorption system using aggregate. For remedial systems the system owner must demonstrate that sufficient reserve is not available so that the system can be designed without a reserve area. 7 2 � Design Criteria, Requirements, and Restrictions, Continued System Installers of Enviro-Septic®systems shall provide Presby Environmental, Inc., Installation and the local approving authority with a copy of a completed"System Form Installation Form" for each new or replacement system installed. This form can also be downloaded from our website,www.presbyenvironmental.com. Reference: See "Appendix A—System Installation Form." System size To meet Massachusetts' requirements, at no time may an Enviro-Septic limitation system be designed to have a sand bed area less than 60%of a conventional Title 5 aggregate system designed in accordance with 310 CMR 15.252 for the same site. In addition,the minimum area for a system installed for new construction shall be 400 square feet. Venting All systems must be vented. See Section F, Venting Requirements, p. 19. requirements 8 Section C Sand and Fill Requirements Introduction This section describes the sand requirements for the Enviro-Septic.0 . wastewater treatment system. System sand All configurations of Enviro-Septic®require a minimum of 6" of System Sand surrounding the circumference of the pipe. Percentage Restrictions 35% or less of the total sand may be gravel. 40%-900/o of the total sand is to be coarse and very coarse sand. Gravel Quality Restrictions No gravel is to exceed 3/4" in diameter. No gravel is smaller than 2mm/0.0787" in diameter. (It must not pass through a#10 sieve.) Coarse Sand Quality Restrictions" No coarse sand smaller than 0.5mm/0.0196" in diameter. (It must not pass through a#35 sieve.) Fines Quality Restrictions No more than 2%of the total sand may pass through a#200 sieve. ASTM Standard: C-33 (concrete sand) meets the above requirements as long as 2%or less of the sand passes through a#200 sieve. Surrounding Surrounding sand may be additional System Sand or Title 5 fill. Only sand surrounding sand may be placed under raised systems or where topsoil and soil horizons with organic matter have been removed. (Surrounding sand should be either System Sand or Title 5 fill, 310 CMR 15.255 (3)) Clean Fill Select on-site or imported soil material, free of organic matter and deleterious substances, free of stones and boulders greater than 6 inches in size. Tailings, clay or similar materials are prohibited. See 310 CMR 15.240 (9). Pere Rates 1-60 Systems sloping 10% or less require the System Sand area to extend a Perimeter sand minimum of 1 foot around the perimeter of the Enviro-Septic pipe. bed requirements Systems sloping greater than 10%require the System Sand area to extend a minimum of 1 foot around the perimeter of the Enviro-Septic®pipe, and an additional 6" of System Sand, measured from the bottom of the Enviro-Septic pipe, must extend 3' on the downslope side. References: See"Inground System Sections"diagrams, p. 16 and "Raised (Mounds) System Sections" diagrams, p. 17-18. 9 Section D Standard System Configurations Introduction This section presents the standard configurations designs in which Enviro- Septic®systems should be designed and installed. Elevation and These line configurations may be designed as inground or raised systems on slope level or sloping terrain. configurations Sloping systems The percentage of slope refers to the slope of the Enviro-Septic® system, not the existing terrain. The maximum sand bed slope for all systems is 25%. The maximum site slope is 3:1 (33%). A sloping system can be designed with more than one distinct slope within the same bed. The minimum center-to- center spacing may vary within a bed depending upon each distinctive slope within the bed. Refer to Table B, p. 24. Line orientation Enviro-Septic®lines must be laid level and should run parallel to contours (perpendicular to sloping terrain). Distribution box A distribution box is used to divide effluent equally to each outlet in required combination, distribution box, multiple bed and pump systems. Note: MassDEP requires that all systems be designed and installed using distribution boxes which serve as observation ports. However, note that the distribution box cannot serve as the required inspection port. Velocity If the slope of piping from the septic tank to the Enviro-Septic.®is 10% or reduction more up to a length of 50', or 5%or more for lengths over 50', a velocity reducer is necessary in the distribution box. A baffle or an inlet tee may be an adequate velocity reducer. Flow equalizers All distribution boxes that divide effluent flow in pump or gravity systems required require flow equalizers in their outlets. Pump system A pump system uses a pump to elevate effluent to the Enviro-Septic® system. definition Pump systems require a distribution box with equalizers for velocity reduction. Equalizers must be installed at each distribution box outlet that is dispersing effluent to the Enviro-Septic®system. Note: When there is only one outlet from the distribution box, no equalizers are to be used. 10 In this section This section contains the following subjects. Subject Page Basic Serial Systems 12 Combination Systems 13-14 Distribution Box Systems 15 In round System Sections 16 Raised Mound System Sections 17 Raised Mound System Sections with Impervious Barriers 18 11 Basic Serial Systems Introduction Basic serial distribution is preferred for single beds of 500 GPD or less and multiple bed systems where each bed receives 500 GPD or less. Basic serial distribution allows for quick development of a strong biomat in the first line, providing improved effluent treatment. Basic serial distribution provides a longer flow route to allow decomposition of solids, providing improved long- term treatment. ' Definition A basic serial system is a single bed with a series of Enviro-Septic® lines connected at alternating ends by raised connections using PVC sewer and drain pipe. These systems have a single inlet to the first line of the series and a vent at the end of the last line in the series. See diagram below. Line length Each line of a basic serial system has a maximum length of 100'. Basic serial Plan view of an Enviro-Septic®basic serial system. system diagram Note: All systems require an inspection port. Refer to Section G, Inspection Port Requirements, p. 21. ENVIRO-SEPTIC LINES D-BOX RAISED CONNECTIONS OFFSET ADAPTERS COUPLINGS OFFSET ADAPTERS INSPECTION PORT SYSTEM SAND 1' BEYOND LINES OFFFFSSEET/AADDAAPPTTER TTOO/VEENNT ADDITIONAL T OF SYSTEM SAND DOWN-SLOPE SIDE OF SYSTEMS >10% A MINIMUM OF ONE INSPECTION PORT REQUIRED AND SHALL BE PLACED BETWEEN TWO ROWS. THE DISTRIBUTION BOX DOES NOT COUNT AS AN INSPECTION PORT. 12 Combination Systems Introduction Combination distribution is required for systems with design flows greater than 500 GPD and for multiple bed systems where each section receives no greater than 500 GPD. Combination distribution allows for quick development of a strong biomat in the first line of each section, providing improved effluent treatment. Combination systems use a distribution box for dividing flow equally to multiple serial sections, providing longer flow routes that allow decomposition of solids and providing improved long-term treatment. Definition A combination system is a bed of two or more sections of Enviro-Septic lines in serial configuration supplied equally through a distribution box. Each section of a combination system is a series of Enviro-Septic®lines connected at the ends with raised connections, using offset adapters and PVC sewer and drain pipe. An offset adapter is installed at each section inlet, and at the end of each section, which is then connected to a vent or vent manifold. Loading Each section of a combination system has a maximum design flow of 500 GPD. Line length Each line of a combination system has a maximum length of 100'. Section length Each section of a combination system must have at least the same minimum requirement linear feet of pipe. The minimum linear feet of pipe per section is determined by dividing the total linear feet required by the number of sections. A section may exceed the minimum linear length. Lines within a section may vary in length to accommodate site constraints. 13 Combination Systems Combination Plan view of an Enviro-Septic.®combination system. system diagram Note: All systems require an inspection port. See Section G, Inspection Port Requirements, p. 21. D-BOX /FLOW ENVIRO-SEPTIC LINES DIVIDER RAISED CONNECTIONS OFFSET ADAPTERS ,COUPLINGS,,, OFFSET ADAPTERS z O U LUI INSPECTION PORT N I z O U w SYSTEM SAND 1' BEYOND LINES C0 OFFSET ADAPTER TO VENT MANIFOLD ADDITIONAL T OF SYSTEM SAND DOWN-SLOPE SIDE OF SYSTEMS >10% A MINIMUM OF ONE INSPECTION PORT REQUIRED AND SHALL BE PLACED BETWEEN TWO ROWS. THE DISTRIBUTION BOX DOES NOT COUNT AS AN INSPECTION PORT. 14 l Distribution Box ("D-Box") Systems Introduction The distribution box divides flow equally to individual lines of Enviro-Septic® pipe. Definition A distribution box system is a bed with each Enviro-Septic.® line supplied equally through an outlet from the distribution box. Each Enviro-Septic® line of a distribution box system has one offset adapter at each line inlet and one offset adapter at the end of each line, which is connected to a vent or vent manifold. Flow equalizers All distribution boxes that divide effluent flow in pump or gravity systems required require flow equalizers in their outlets. Line length Each line of a distribution box system has a maximum length of 100'. Each requirement line of a distribution box system must have the same minimum linear feet of pipe. The minimum linear feet of each line is determined by dividing the total linear-feet required by the number of lines. Distribution Plan view of an Enviro-Septic®distribution box system: box system diagram Note: All systems require an inspection port. See Section G, Inspection Port Requirements, p. 21. D-BOX/FLOW DIVIDER ENVIRO-SEPTIC LINES OFFSET ADAPTERS OFFSET ADAPTERS ,,COUPLINGS,,,, TO VENT MANIFOLD INSPECTION PORT SYSTEM SAND 1' BEYOND LINES /OFFSET ADAPTERS TO VENT MANIFOLD ADDITIONAL T OF SYSTEM SAND DOWN-SLOPE SIDE OF SYSTEMS >10% A MINIMUM OF ONE INSPECTION PORT REQUIRED AND SHALL BE PLACED BETWEEN TWO ROWS. THE DISTRIBUTION BOX DOES NOT COUNT AS AN INSPECTION PORT. 15 Inground System Sections Introduction Inground Enviro-Septic®systems are the preferred configuration for sites with no soil constraints to limit placement. Definition Inground systems are configurations where the bottom of the System Sand bed is below the existing grade. Inground level section ENVIRO-SEPTIC LINES 1'MIN. 1'MIN. LOW VENT CLEAN FILL OVER INIMUM COVER 10" SYSTEM SAND PER T PS IL 310 CMR 15.240(9) 1 ® ® ® © 6 �TT7- NATURALLY OCCURRING SEPARATIO DISTANCE L111 L11 A` Z11�11 -11 RESTRICTIVE FEATURE SYSTEM SAND 6"ABOVE AND BELOW ENVIRO-SEPTIC LINES ENVIRO-SEPTIC LINES Inground sloping to 10% 1'MIN. 1'MIN. LOW VENT CLEAN FILL OVER TOPSO INIMUM COVER 10" SYSTEM SAND PER _ 310 CMR 15.240(9) O ® O� -6 - T - 6 NATURALLY OCCURRING rT�7 PERVIOUS MATERIAL L11� / / SEPARATIO DISTANCE SYSTEM SAND 6"ABOVE AND BELOW RESTRICTIVE FEATURE ENVIRO-SEPTIC LINES Inground sloping>10% ENVIRO-SEPTIC LINES 1'MIN. 1'MIN. LOW VENT MINIMUM SYSTEM SAND 3' M COVER AT DEPTH OF 6" CLEAN FILL OVER SYSTEM i 0 SAND PER 310 CMR 15.240(9) ATURALLOCCURRING. O O SO`6 TOPSO� PERVIOUS MATERIAL SEPARATIO DISTANCE SYSTEM SAND 6"ABOVE AND "-4-L11 / BELOW ENVIRO-SEPTIC LINES �( RESTRICT FFgTUR E 16 Raised (Mounds) System Sections Introduction All mounded systems shall be designed and constructed in accordance with 310 CMR 15.255. Surrounding sand shall be in accordance with 310 CMR 15.255 (3). Raised Enviro-Septic®systems are designed for sites with soil or depth constraints that do not allow inground configurations. Definition Raised systems are configurations where the bottom of the System Sand bed is at or above the existing ground. Raised level ENVIRO-SEPTIC LINES section 15 1'MIN. V MIN. 15' LOW VENT LEVEL LEVEL EXISTING INIMUM COVER 10"' GROUND T p I 3:1 >:: ::ii>: 02 Q3 ® 05 :<::;:.5:::... 3:1 ' OVERDID PAEA T'P. ______ __ i::•i:•:::::�.•:. : : EPARATIO DIS NCE NATURALLY OCCURRING PERVIOUS MATERIAL ESHGW CLEAN FILL SURROUNDING SYSTEM SAND 6"ABOVE AND FREE OF STONES SAND IN OVERDIG SURROUNDING SAND BELOW-ENVIRO-SEPTIC LINES LEAN FILL AND BOULDERS>6" AREAS(TYPICAL) (WHEN NEEDED) Raised sloping ENVIRO-SEPTIC LINES up to 10% 1'MIN. V MIN. 15' TO INV.EL.AT 15' LOW VENT LEVEL OVERDIG MINIMUM COVER 10" AREA TYP TOPSOIL ® �s s EXISTING I. OVERDIG AREA.;.I ........ ::•:•::•::::::•::•:I GROUND SEPARATION DISTANCE:_::: CLEAN FILL NA TURALLYOCCURRING ESHG W PERVIOUS MATERIAL SURROUNDING SAND IN OVERDIG AREA SYSTEM SAND CLEAN FILL (TYPICAL) SURROUNDING SAND 6"ABOVE AND BELOW FREE OF STONES (WHEN NEEDED) ENVIRO-SEPTIC LINES AND BOULDERS>6" Raised sloping>10% ENVIRO-SEPTIC LINES 1'MIN. V MIN. 15' TO INV.EL.AT 15' LOW VENT XISTING INIMUM COVER 10 SYSTEM SAND 3' GROUND 4:1 AT DEPTH OF 6" O LEVEL s O SOI 3:1 CLEAN FILL :> SEPARATION DISTANCE:::::I SURROUNDING SAND IN OVERDIG AREA(TYPICAL) ESHGW NATURq SYSTEM SAND PE Vl <<r OC SURROUNDING SAND 6"ABOVE AND BELOW RE 0U MgTERI/RING (WHEN NEEDED) ENVIRO-SEPTIC LINES CLEAN FILL STRICT/V free of stones and EFEATURE boulders>6" 17 Raised (Mounds) Sections with Impervious Barriers Application To be used in conjunction with MassDEP's Guidelines for Design and Installation of Impervious Barriers and Slope Stabilization For Title 5 Systems, which supplements Title 5,310 CMR 15.255, Systems Constructed in Fill. Note Height of impervious barrier is to,or just below, intersection of sloped fill designed to meet breakout elevation at 15'. Title 5 fill(surrounding sand)goes to top of barrier. Raised level ENVIRO-SEPTIC LINES section 15' 1'MIN. 1'MIN. 15' LOW VENT LEVEL 5, LEVEL EXISTING INIMUM COVER 10" GROUND Op OIL 3-1 ., I:OVEIiUIG AREA T P �O •:IMPERVIOUS 'I:.:•:::•:• .. .::;:; :: >: i::- ?>: :•• BARRIER NATURALLY OCCURRING SEPARATION DISTANC 1'MIN. 3:4LOPE PERVIOUS MATERIAL AFTER BARRIER ESHGW CLEAN FILL SURROUNDING SAND s^MIN. SURROUNDING SAND FREE OF STONES IN OVERDIG AREA AND BOULDERS>6" (TYPICAL) (WHEN NEEDED) SYSTEM SAND 6"ABOVE AND BELOW Raised sloping ENVIRO-SEPTIC LINES to 10% ENVIRO-SEPTIC LINES —I'MIN. V MIN. 15, TO INV.EL.AT 15' LOW VENT LEVEL MINIMUM COVER 10" s ::::: O TOP :....5':::::. 0 03 SOIL WERDIG ARFA iYP:.':..:•. ..... : :. ::::::. EXISTING .:::::..... ::IMPERVIOUS.';•�� 2;:i:::::>::4::::......:: BARRIER '. GROUND ..... :. �• 3:1 SEPARATION DISTANCE:: ::::::::: 1'MIN. 3:1 SLOPE CLEAN FILL ESHG AFTER BARRIER NATURALLY OCCURRING PERVIOUS MATERIAL SURROUNDING SAND s"MIN. RESTRICTIVE FEATURE IN OVERDIG AREA SURROUNDING SAND SYSTEM SAND CLEAN FILL (TYPICAL) (WHEN NEEDED) 6"ABOVE AND BELOW FREE OF STONES AND ENVIRO-SEPTIC LINES BOULDERS>6" Raised sloping>10% 15' TO INV.EL.AT 15' LOW VENT MEASURED FROM TOP OF SYSTEM SAND EXISTING GROUND 4:1 5' LEVEL OVER......... :7::.:::i:{ .,:�.,..�.r s TITLE 5 FILL MPERVIOU OVERDMPERV SURRO NDING SAND IN IG AREA TYPICAL C` O�CU R NU Pam. 7�'': }ky`:; ;^ ::: I BARRIER S\\,\•�•l' , (TYPICAL) E VI US .v ,•.•y\i.\,•;;:. 3,1 SLOPE SURROUNDING SAND 1'MIN. (WHEN NEEDED) SYSTEM SAND 'r� 6"ABOVE AND BELOW NOTE: ENVIRO-SEPTIC LINES 6"MIN. HEIGHT OF IMPERVIOUS BARRIER IS TO, OR JUST BELOW, INTERSECTION OF SLOPED FILL DESIGNED TO MEET IMPERVIOUS LAYE CLEAN FILL BREAKOUT ELEVATION AT 15'. - FREE OF STONES AND BOULDERS>6" 3:1 SLOPE TITLE 5 FILL GOES TO TOP OF BARRIER. AFTER BARRIER 18 Section E Non-Standard System Configurations Introduction Non-standard configurations may accommodate line lengths longer than 100' and pipe lines shorter than 30'. Non-standard configurations can only be used in soils with perc rates less than 60 min./inch. It is preferable not to have lines shorter than 30' because this will create more turbulence, interfering with the settling of solids. It is preferable not to have line lengths longer than 100' since these configurations do not create the ideal conditions for development of a healthy biomat; insufficient flow in lines over 100' impedes the wet and dry cycling which promotes aerobic activity. Total linear feet Each line of a distribution box system and each section of a combination requirement system must have the same minimum linear feet of pipe. A section or line may be less than the minimum 30' (if necessitated by site constraints) by configuring it as a combination system. However, the combined length of the first lines in each section must be a minimum of 30'. Where site constraints dictate a long, narrow configuration,two lines of a maximum length of 100' can be connected by PVC sewer and drain pipe as shown in the drawing below labeled"Less Preferred Configuration." In this situation, it would be better to place the distribution box between the lines creating a butterfly configuration as shown in drawing below labeled "Preferred Configuration." Non-standard Non-standard system configurations are not allowed for soils with percolation restriction . rates of 61-90 min/inch. PREFERRED CONFIGURATION DBOX 100'LINE MAXIMU 100'LINE MAXIMU Combination configuration divides effluent rflow evenly to the first line in each section with pipe lengths less than 30'. Initial loading(cumulative lengths of the first LOW VENT lines of each section) must be> 30'. LESS PREFERRED CONFIGURATION D-BOX IN A COMBINATION SYSTEM D-BOX IN A COMBINATION SYSTEM �100'LINE MAXIMUM r100'LINE MAXIMUM 10'_30 a SE #1 MANIFOLD TO LOW VEN INSPE Straight connector(detail below) ]SE #2 TOP VIEW SIDE VIEW NVIRO-SEPTIC LINES 4ENV!RSO-SEPTIC LINE OFFSET ADAPTERS SE #3 FFET ADAPTERS ROTATE TO LOVd22^PVC BendSE #4 22 PVC Bend 4"PVC S&D Pi. 4"PVC S&D Pipe MAX.4" MAX.4" MAX.4" MANIFOLD TO LOW VENT 19 Section F Venting Requirements General rule . Low and high vents are required for all systems to ensure that air is drawn completely through the entire Enviro-Septic®system. • No additional vents may be located between the high vent and low vent. • The opening of the high vent must be at least 10 feet above the opening .of the low vent. • High vents should maintain the same flow capacity as low vents if possible. Connections within the system must also have similar flow capacities. Purpose: Venting design, installation, and maintenance must ensure that every linear foot of Enviro-Septic®pipe in all serial beds, sections, or lines receives oxygen to accommodate natural biologic activity. Low vent Low vents are installed through an offset adapter at the end of each: locations • serial system or bed • section of a combination system • line of a distribution box system Note: Low vent inlet must be a minimum of 3' above final grade. High vent High vents are installed in a variety of locations based on the system design. locations • The roof vent can function as the high vent if there are no pumps or restrictions between the low vent and the roof vent. • If a restriction is placed between the low vent and the roof vent, a high vent is required through an unused distribution box outlet. • In pumped systems a high vent is required through an unused distribution box outlet. • In a gravity system, do not install a third vent between the high and low vents, as this will short-circuit the flow, preventing air from passing through the Enviro-Septic®.System and impairing the natural biologic activity. High vent on This diagram shows a high vent installed in a distribution box. This distribution box configuration is required ONLY in pump systems or when other restrictions interfere with the flow of air to the high(roof)vent. HIGH VENT SUPPORT MIN 10, LOW VENT FINAL GRADE r D-BOX Venting Requirements, Continued Vent manifolds A vent manifold can be incorporated to connect the ends of a number of sections or lines of Enviro-Septic®pipe to a single vent opening. One 4"vent is required for every 1,000' of pipe. A 6"manifold and vent stack may vent up to 3,000' of pipe. COMBINATION SYSTEM VENT MANIFOLD DISTRIBUTION SYSTEM D-Box D-BOX VENT MANIFOLD I OFFSET ADAPTER d OFFSETADAPTERS Remote vent Remote vent piping should slope downward toward the system to prevent piping slope moisture from collecting in the piping and blocking air passage. If site conditions do not allow the pipe to slope back toward the system,the low point of the connecting pipe should be drilled to allow drainage and must be located above the EHGW. The connecting pipe invert must be above the highest point of the distribution box and all of the connection lines to the Enviro-Septic system. SCREEN VENT REMOTE VENTING OPENINGS z (DO NOT SCALE) o DISGUISE z DISGUISE LOW VENT IN TREE w VENT IN SHRUBS Z 2"MIN OVER 3.1 _ ENVIRO-SEPTIC PIPE = 2"MIN OVER FINAL GRADE TOP OF z _ _ DISTRIBUTION j W BOX z 3 � in � O S�OpB < F SLOPE L Q — .� SLOPE PLACE WASHED J DISTRIBUTION BOX STONE AROUND ENVIRO-SEPTIC J ELBOW PIPE Q PLACE WASHED STONE _ AROUND ELBOW HIGH GROUND WATER TABLE V HIGH GROUND WATER TABLE DRILL SEVERAL 1/4"0 HOLES AT LOW POINT OF ELBOW TO DRAIN CONDENSATION.LOW POINT MUST BE ABOVE SEASONAL HIGH WATER TABLE. ' Avoid Short At no time should there be openings into a distribution box, septic tank, etc. Circuiting since this will short circuit the flow of air and interfere with the proper Venting functioning of the vents. 21 i Section G Inspection Port Requirements Massachusetts All soil absorption systems shall have a minimum of one inspection port requires consisting of a perforated four inch pipe placed vertically down to the naturally inspection ports occurring soil or sand fill below the System Sand. The pipe shall be capped with a screw type cap and accessible to within three inches of final grade. See Title 5, 310 CN4R 15.240 (13.) Distribution Box An observation port through the distribution box does not qualify as an not to be used inspection port in the bed. for inspection port Inspection Port The bottom of the inspection port is,located 6" below the bottom of the Enviro- Installation Septic pipe. The proper placement and installation of the required inspection port is shown in the diagram below. 4"0 PERFORATED INSPECTION PORT TO BOTTOM OF SYSTEM SAND AND THREADED CAP WITHIN 3" OF FINAL GRADE. WRAP PIPE WITH PERMEABLE GEOTEXTILE FABRIC TO ELIMINATE SAND INFILTRATION. /�//i.//✓/.�/�\. ° ,�\\ice\�\\/�/�//i./��//.�/�\��\; SYSTEM SAND NATURALLY OCCURRING PERVIOUS MATERIAL 22 Section H Quick Reference Guide for Percolation Rates Up to 60 Minutes/Inch Purpose The unique Enviro-Septic®design provides an infinite number of system configurations that vary in length, width, slope, and shape. The purpose of this guide is to help designers compare layouts for any site quickly and easily. We recommend designers read the entire Enviro- Septic®.Massachusetts Design and Installation Manual (available for download from our website, www.presbyenvironmental.com)before using this Quick Reference Guide. Reminder: Presby Environmental, Inc. requires all designers and installers to be trained and certified. See "Certification Required,"p. 4. Exceptions Exceptions to any requirements used in this Quick Reference Guide require a require variance variance from the local approving authority. Minimum Title 5, 310 CMR 15.000 of the Massachusetts State Environmental Code separation establishes rules for minimum vertical and horizontal separation distances. distances Setback distances are measured from the outer edge of the System Sand. The distances to EHGW and other restrictive features are measured from the bottom of the 6"of System Sand below the Enviro-Septic®pipe. System Basic serial configuration is recommended for low flow systems. High flow configuration systems are preferably designed as combination systems or multiple serial bed systems, but distribution box systems may also be used. Procedure Complete these tasks to size a single level Enviro-Septic®system. Task 1: Determine the linear feet of Enviro-Septic®pipe required. Use the percolation rate and the number of bedrooms or the commercial GPD in Table A below to determine the linear feet of Enviro-Septic®pipe required. Table A: Linear Footage Perc rate Number of Bedrooms Commercial Min/Inch 2 3 4 5 6 AdO Room Per 100 GPD 1-9 100 150 200 250 300 50 50 10-13 1:1°0 „ 165` 220 �275 33055 .. . ... :. 55;' 14-19 120 180 240 300 360 60 60 20-30 1a30 195 �260 325 390 �65 65' 31-40 140 210 280 350 420 70 70 41-50 15Q�225 300,:: 375 .0 M 4 75 75a 51-60 160 240 320 400 480 80 80 Example: A three-bedroom home with an 18 min/inch percolation rate requires 180 feet of pipe. Note: Each bedroom has a design flow of 110 GPD. 23 Quick Reference Guide for Percolation Rates Up to 60 Minutes/inch, Continued Task 2: Determine the percentage of slope on the proposed system. Note: The maximum slope for a sand bed system is 25%. However, the site slope may be greater if fill or excavation is used to keep the system slope within the maximum. Do you know the percentage of slope on the proposed system? If yes, go to Task 3. If no, follow this procedure to determine the percentage of system slope. Step Action 1 Identify the highest elevation of the proposed system site. 2 Identify the lowest elevation of the proposed system site. 3 Subtract the lowest elevation from the highest elevation=elevation change. 4 Measure the horizontal distance between the two elevations= horizontal length. 5 Divide the elevation change by the horizontal length=percentage of site slope. 6 Choose a percentage of slope to be used for the system. Note.: The system slope does not need to be the same as the site slope. 7 Go to Task 3. Task 3: Determine the minimum center-to-center pipe spacing. Use the percolation rate and the percentage of system slope in Table B below to determine the required minimum center-to-center pipe spacing for a sand bed. Table B: Pipe Spacing Percentage of Percolation Rate Min/Inch System Sloe 1-10 11-20 21-30 31-40 41-50 51-60 11-15% 1.5' 1.75' 2.0' 2.25' 2.75' 3.25' 16-20% 1520' 5� z5' .. 3q' 35 21-25% 2.0' 2.25' 2.5' 2.75' 3.25' 3.75' Example,: A slope of ten percent or less with an 18 min/inch .percolation rate requires pipe spacing of 1.5'. Continued 24 Quick Reference Guide for Percolation Rates Up to 60 Minutes/Inch, Continued Task 4: Determine pipe line layout. IF... THEN use Table C below to... system length is not . find the pipe"Line Length/Ft" in the left column a limiting factor . follow that row across to a number equal to or greater than the (Preferred) required"Linear Feet of Enviro-Septic.®" • follow that column down through the"#of Lines"row and across left to the required"Ctr to Ctr Spacing." system length is a . find the pipe spacing in the bottom left hand column and follow that limiting factor row across to the desired layout width • follow that column up through the"# of Lines" row and up to the required "Linear Feet of Enviro-Septic®" • follow that row left to determine the pipe line length. Note: Dark shading in table highlights figures used in the example. Line Table C: Length and Width Length/Ft Linear Feet of Enviro-Se tic® 20 1 40 60 80 100 120 140 160 180 200 220 240 260 280 300 150 Q00 7125i'. : 175 ,s "200 225 250 . ` 275 300' ,,7325, 350,t. a375 210 240 270 300 330 360 390 420 450 °;35 70 105 140 175', _ 245 a280 ', •315 � 350, , 38,5420' 455 490,, 525' 40 80 120 160 200 $ 280 320 360 400 440 480 520 560 600 45 90 „-+35 f 0 22'S ,70° 31'5 360 40,5 450• 49$ 540 585 630 675`3. ,. 50 100 150 200 2503LOIA 350 400 450 500 550 600 650 700 750 55 , 'ff-O0 , `165 �220 2%5 ,,3,•iI 385 ;; 44,0 k. 495 55`0` 605 660 60 120 180 240 300 36,01 420 480 540 600 660 720 780 840 900 -��.130 190 260 325 m �. ., 4.55 ' , 52,0 585 ;,65,6 _ 715 780 ,,.::.845. 9:10 97`5•wq 70 140 210 280 --3-50WPQM 490 560 630 700 770 840 910 980 1050 _. 75� _ :150 225 300 375 5, 525;., 60--* 675- ,750, 825 900, `975 ?F`105' ; 1125y; 80 160 240 1 320 400 80 560 640 720 800 1 880 960 1040 1120 1200 95 170s 255 3m440 ...:425 .51'{t 595' '„ 680 765 &' 850 935 '1020. 1?105 1 k90 1275r? 90 180 270 360 450 � 630 720 810 900 990 1080 1170 1260 1350 95" .1190 285 380„, ,475 4„ '665 760 855.:a' 95.0 1045 1140 ` w1`235 1=330 1425`` �« 100 200 300 400 500 60{ 700 800 900 1000 1100 1200 1300 1400 1500 #of Lines 2 3 4 5 "" 7 8 9 10 11 12 13 14 15 Ctr to Ctr Spacing 50 �40` 5r5€, �70t3IMM 10.00 11.50 13.00 14.50 16.00 17.50 19.00 20.50 22.00 v 1 75 2 75 4 50 6'25 8 0;0 9:75 lal$0Ew 13:25 1„5 00 ;,16 75 18 50, •20 25 22 00 23 75 `4Z 50, 2.00 3.00 5.00 7.00 9.00 11.00 13.00 15.00 17.00 19.00 21.00 23.00 25.00 27.00 29.00 23„25 5 50 tM „10:'0`6�, f: 25, ,14 5% .16:75 19 00'ry 21 25 .23 50„ 25 75.; 28 000'30`25 ^32.5`Q;1 2.50 3.50 6.00 8.50 11.00 13.50 16.00 18.50 21.00 23.50 26.00 28.50 31.00 33.50 36.00 2 75 � 75,: 6 50 9:25 12:00 , 14 75 •1.7»50 20.25 23 00 y 25 75 `.28 50 .'3r1 25., 34 00- 36 76 39;50,;1; 3.00 4.00 7.00 10.00 13.00 16.00 19.00 22.00 25.00 28.00 31.00 34.00 37.00 40.00 43.00 3f 7Y,56 10 75t ;14:0,0,�jl'ffi7:25 20 50 t!7 75 �27 00� 30�25�4 13F50 36t75 �A 00 ',43`25 1 46 50 __.� 3.50 4.50 8.00 11.50 15.00 18.50 22.00 25.50 29.00 32.50 36.00 39.50 43.00 46.50 50.00 3 75 4 75 ,,8,50,_.12:25-- 416a00�m9 75„ •23,-,j,` ,27.25 �31 00 `:34 75 `38.50 42 25 46 00,E ',49'75 ;.53:SOs' 4.00 5.00 9.00 13.00 17.00 21.00 25.00 29.00 33.00 37.00 41.00 45.00 49.00 53.00 57.00 4.25•• 525,,,.,9.50°, 13:75 .a18.Q022:2'S, 260`.30.75 35:00 3925,- 43,.50 47.75 .,52 00 :5625, 60:50,'' 4.50 5.50 10.00 14.50 1 19.00 23.50 28.00 32.50 37.00 41.50 46.00 50.50 55.00 59.50 64.00 0„�4"75' ' 5.75 10.50 15.25 20°00 24 75 ,29 50 34,25 39.00 43,75 48;50 53 25 58 00 62,75 6I.50,. 5.00 6.00 11.00 16.00 1 21.00 26.00 31.00 36.00 41.00 46.00 1 51.00 56.00 61.00 1 66.00 1 71.00 Layout Width/Ft. Continued 4 25 Quick Reference Guide for Percolation Rates Up to 60 Minutes/Inch, Continued Task 5: Calculate the total System Sand bed area. Massachusetts requires that Enviro-Septic®systems be no less than 60% of the area of a pipe and aggregate system and no less than 400 square feet. Complete this task to determine minimum sand bed area size. For systems sloping less than 10%, add two feet to the layout width and two feet to the line length from Table C; multiply these figures to obtain the sand bed area in sq.ft. For systems sloping greater than 10%, add 5 feet to the system width (the required one foot of perimeter sand on each side, plus the 3 foot extension= 5 feet total) and add two feet to the pipe length; multiply these two figures to obtain the sand bed area in sq. ft. If the area calculated above is less than the minimum sand bed area size required by Massachusetts in Table D, see"Increasing sand bed area footage,"next page. Table D— Minimum Sand bed Area Size s .ft. PERC 2 BEDROOM 220 GPD 3 BEDROOM 330 GPD 4 BEDROOM 440 GPD 5 BEDROOM 550 GPD RATE SOIL CLASS SOIL CLASS SOIL CLASS SOIL CLASS Min/Inch 1 II III IV 1 II III IV 1 II III IV 1 II III IV 1-5 400 400 400 400 400 440 446 550 6 400 400 400 400 400 440 471 550 7 400 400 400 400 400 440 485 550 8 400 400 400 400 400 440 500 550 10 400 400 440 550 15 400 400 400 535 471 714 589 892 20 400 400 400 582 498 776 623 971 25 400 400 495 600 660 800 825 1000 30 400 455 600 683 800 910 1000 1138 40 528 792 1056 1320 50 660 660 990 990 1320 1 1320 1650 1650 60 880 880 1320 1320 1760 1 1760 2200 2200 PERC 6 BEDROOM 660 GPD ADD'L.BEDROOM 110 GPD COMMERICAL PER 100 GPD RATE SOIL CLASS SOIL CLASS SOIL CLASS Min/Inch-1—T 11 III IV I II I III IV I II III IV 1-5 535 660 89 110 81 100 6 566 660 94 110 86 100 7 582 660 97 110 88 100 8 600 660 100 110 91 100 10 660 110 100 15 707 1070 ' 117 178 107 162 20 747 1165 124 194 113 176 25 990 1200 165 200 150 182 30 1200 1366 200 227 182 207 40 1584 264 240 50 1980 1980 330 330 300 300 60 2640 2640 440 440 1 400 400 26 r Quick Reference Guide for Percolation Rates of Up to 60 Minutes/inch, Continued Increasing sand Our 3-bedroom home with an 18 min/inch perc rate requires 180 linear feet of bed area footage pipe with 1.5' center-to-center spacing. Using Table C, with 30' lines, the Enviro-Septic®pipe layout width is 8.5' giving a sand bed area of 32'x 10.5' for a total of 336 square feet of sand bed. To meet the Massachusetts minimum bed area requirement of 400 square feet for soil class II from Table D, our sand bed area must be increased. Our sand bed area may be increased by adding width and/or length to the system. Note: When using Table D, if exact perc rate is not shown, round up to the nearest perc rate. In our example,the 18 min/inch perc rate rounds up to 20 min/inch. Adding width: To meet the minimum sand bed area size required,the minimum pipe spacing may be increased. Add 2 feet to the pipe length and divide the minimum sand bed area size by that amount to obtain the minimum sand bed width. Subtract 2 feet from the minimum sand bed width and find the line spacing that provides at least that layout width in Table C. For slopes greater than 10%, subtract 5 feet from the minimum sand bed width before referring to Table C for line spacing. Adding width example: To increase the sand bed area footage in our example by adding width, divide 400' by 32' to obtain a minimum sand bed width of 12.5'. Subtract 2' from that to obtain the minimum Enviro-Septic®pipe layout width of 10.5'. Table C indicates that a line spacing of 1.75' center-to-center provides a layout width of only 9.75' for a 6-line system; therefore, a line spacing of 2.0' center-to-center and a layout width of I I' is needed to provide a sand bed width of 13' to meet the required 12.5' minimum sand bed width. This now gives us a sand bed area of 416 square feet(13'x32') and a system configuration of 6-30' lines spaced 2' center-to-center. Adding length: Add 2 feet to the system width (5 feet for slopes over 10%) and divide the minimum sand bed area size by that amount to obtain the minimum sand bed length required. Subtract 2 feet from the minimum sand bed length to obtain the pipe line length. Adding length example: To increase the sand bed area footage in our example by adding length, divide 400' by 10.5' to obtain a sand bed length of 39'. Subtract 2' from that to obtain a line length of 37'. 39'x10.5' equals 410 square feet of sand bed area. The system configuration would be 6-37' lines spaced 1.5' center-to-center. Note.: This example uses 6-37' line lengths. Limiting pipe to 5' and 10' lengths makes systems simpler to construct. This system would be more easily installed as 6-40' lines, eliminating the need to cut the pipe. 27 r- Section I Quick Reference Guide for Percolation Rates of 61-90 Minutes/Inch Introduction Systems in high-density soils or soils with slow percolation rates are limited in configuration to adequately disperse and treat effluent and minimize groundwater mounding. Purpose The purpose of this guide is to help designers choose system layouts for percolation rates in the 61-90 minutes/inch range. We recommend designers read the entire Enviro-Septic®Massachusetts Design and Installation Manual(available for download from our website, www.presbyenvironmental.com) before using this Quick Reference Guide. Reminder: Presby Environmental, Inc. requires all designers and installers to be trained and certified. See "Certification Required,"p. 4. Restriction Installations in soils with percolation rates of 61-90 minutes/inch are restricted to remedial use systems only. Exceptions Exceptions to any requirements used in this Quick Reference Guide require a require variance variance from the local approving authority. Minimum Title 5, 310 CMR 15.000 of the State Environmental Code for Massachusetts separation establishes rules for minimum vertical and horizontal separation distances. distances Setback distances are measured from the outer edge of the System Sand. The distances to EHGW and other restrictive features are measured from the bottom of the 6"of System Sand below the Enviro-Septic.®pipe. Slope Use Table E below to determine the maximum slope percentages allowed. percentages Table E—Maximum Slopes for Perc. Rates 61-90 Min./Inch allowed Perc. Rate %Slope 61-70 15% 71-90 10% 28 Quick Reference Guide for Percolation Rates of 61-90 Minutes/Inch, Continued Additional site For these dense soil systems, plow the system bed and sand extension area to a preparation depth of 12"traveling parallel to the contour of the site. Place 12"of System requirement Sand(as measured from existing ground) on the bed area and 6"on sand extensions immediately to protect the site from damage by precipitation. TILL SOIL TO A DEPTH OF 12" LIN 12"OF SYSTEM SAND NVIRO-SEPTIC®.PIPES 6"OF SYSTEM SAND AND EXTENSIONS STING GROUND _0 O O Ol This additional requirement must be included on the system plan. Procedure Complete these tasks to design a single level Enviro-Septic®system with percolation rates between 61-90 minutes/inch. Task 1: Determine the percentage of slope on the proposed system. Note: The maximum system slope is limited to 15% and is dependant on percolation rates. However,the site slope may be greater if fill or excavation is used to keep the system slope within the maximum. Do you know the percentage of slope on the proposed system? If yes, go to Task 2. If no, follow this procedure to determine the percentage of system slope. Step Action 1 Identify the highest elevation of the proposed system site. 2 Identify the lowest elevation of the proposed system site. 3 Subtract the lowest elevation from the highest elevation=elevation change. 4 Measure the horizontal distance between the two elevations= horizontal length. 5 Divide the elevation change by the horizontal length=percentage of site slope. 6 Choose a percentage of slope to be used for the system. Note: The system slope does not need to be the same as the site slope. 7 Go to Task 2. 29 I Quick Reference Guide for Percolation Rates of 61-90 Minutes/Inch, Continued Task 2: Choose the proper sizing table. Sizing tables use the number of bedrooms for homes or the GPD flow in commercial installations to determine system size. System size is the total square footage of System Sand bed area required for a system. Total System Sand bed area is designed as one or more individual sand beds. Pipe layout widths are pre- established at 12', 9', and 6'. System Sand bed lengths vary according to percolation rates and slope percentages. Reference: See Level and Sloping Bed Diagrams, pp. 37-38. When the system is for... THEN use the following table to complete Task 3. 2-bedrooms 2-Bedroom Sizing, page 32 3-bedrooms 3-Bedroom Sizing, page 32 4-bedrooms 4-Bedroom Sizin , page 33 5-bedrooms 5-Bedroom Sizing, page 33 6-bedrooms 6-Bedroom Sizing, page 34 more than 6 bedrooms Additional Bedroom Sizing, page 34 commercial use Commercial System Sizing, page 35 Task 3: Determine bed(s) widths and lengths. To determine the number and sizes of beds required, use the proper sizing table identified in task 2. 1. Find your percolation rate and slope in the left hand column. Note.: Percolation rates/slopes limit pipe layout widths to 12', 9', or 6'. No other pipe layout widths are allowed without approval by the local approving authority. 2. Follow the row(s) across to the minimum bed length column and choose the longest bed length your site will accommodate. Note: Beds must be 32'-102' in length. 3. If the minimum bed length exceeds 102 feet, divide the system into multiple beds of equal length. Example.: A minimum bed length of 288' could be designed as 3 beds of 96' each. Note: This example supports using the longest beds possible. Four beds of 72', five beds of 58', etc., are other alternatives. Remember that 32' is the minimum bed length allowable. 30 1 � 1 Quick Reference Guide for Percolation Rates of 61-90 Minutes/Inch, Continued Task 4: Design beds. l. Design as many beds as required, inserting 4, 3, or 2 lines of Enviro- Septic®pipe in each as dictated by the bed width. Note: Pipe length is measured 1' from each end of the sand bed. (Pipe length is always 2' less than the bed length.) Example: A line of pipe in a 96' bed would be 94' long. Reference: See pipe lengths in Table F below 2. Use the bed diagrams on pp. 37-38 to aid in the design of each bed. Pipe line and Based on the bed width and length,this table lists pipe line lengths and total total footage pipe footage in 5' increments. lengths Table F—Pipe Line and Total Footage Lengths Bed Number of Bed Length 32 37 42 47 52 57 62 67 Width pipelines Pipe Length 30 35 40 45 50 55 60 65 6' 2 Totalj_,=e"Ft 60 70 80 -90 1,6. `110: '1'20o 130 9' 3 ftTotal, 05" ',120'- 135 ;,150�, 165 :180 . 1,95 12' 4 T, allPi e Ft , :.,;120 .:.140 160 180, ,200 2y20 �240* 26q Table.F—Pipe Line and Total Foot a a Lengths Bed Number of Bed Length 72 77 82 87 92 97 102 Width pipelines Pipe Length 70 75 80 85 90 95 100 6' 2 Total Pipe Pipei Ft 140 1%50 1°fi0" 170: 1g80 0,100 2`00 w' 9' 3 t T,,ofal Pi e Ft 210 225 240, 255''; 2-470", :285 300' 12' 4 Total FJ e�Ft �p�? 130� 32Q 340 3,60 380, 74,00, Avoiding cutting It is possible to keep pipe line lengths as multiples of 10' and avoid cutting a Enviro-Septic® 10' pipe section. pipe Example: Let's say we have a 12' x 88' bed(4-lines of pipe) requiring a total pipe footage of 344'. Dividing 344' by 4 would suggest 4 lines of 86' each. Extending the bed 4 feet would allow 4 lines of 90 feet each and eliminate cutting a section of pipe. Task 5: Increase system size to meet Massachusetts' requirements. Massachusetts requires that Enviro-Septic®systems be no less than 60%of the area of a pipe and aggregate system. Complete this task to determine the area size required by Massachusetts. Use Table G below to find the appropriate minimum total System Sand bed area size required by the State of Massachusetts. This added System Sand bed area is referred to as the"System Sand extension area." Table G— Minimum Sand Bed Area Size (sq.ft.) Perc Rate Add'I Commercial 2-Bedroom 3-Bedroom 4-Bedroom 5-Bedroom 6-Bedroom Min/Inch Bedroom Per 100 GPD 61-90 880 1320 1760 2200 2640 440 400 31 r Quick Reference Guide for Percolation Rates of 61-90 Minutes/Inch, Continued Example: Let's say we have a 4-bedroom system in soil with a perc rate of 66 min/inch on a 4%slope. Our 4-bedroom Sizing Table on p. 34 indicates a required minimum bed length of 88' with 4 lines and a pipe layout width of 12'. To meet Massachusetts' requirements in Table G, p. 31, our 4- bedroom house requires a minimum sand bed area size of 1760 sq. ft. The 88' x 12' System Sand bed would provide a total of 1056 sq.ft. which does not meet Massachusetts Minimum System Sand bed area of 1760 sq. ft. from Table G. Instead of cutting the last pipe of each line to 6',the full 10' should be used to provide 4-90' lines. The 90' lines will provide a bed length of 92'. Divide the minimum required 1760 sq.ft. by the 92' bed length to obtain a width of.19.13', rounded up to 20'. The 4-90' lines spaced 3' apart(see Sizing Tables to determine spacing between lines) should be centered in the 20' by 92' bed(pipe layout width of 12' plus a 4' System Sand extension on each side). Note 1: System Sand bed extensions at the pipe ends are limited to 1 foot from the end of the lines for purposes of calculating the effective bed size. Note 2.: System Sand bed extensions on systems sloping 5-15% are limited to 1 foot from the upslope side of the highest pipe for purposes of calculating bed size. Additional bed width must be added to the down slope side. System Basic serial configuration is required for systems in soils with perc rates of 61- configuration 90 min/inch. requirement Systems with a design flow greater than 500 GPD must be divided into multiple beds. No bed in a multiple bed system can accept more than 500 GPD. 32 Sizing Tables (percolation rates 61-90 min/inch) 2-Bedroom Sand Perc.Rate/Slope Sand Bed Bed Number Ctr.to Ctr. Min.Bed Area(sq.ft.) of Lines Spacing Length Width 61-70/0%-<5% 523 12' 4 3' 44' 61-70/0%-<5% 523 9' 3 3' 58' 61-70/0%-<5% 523 6' 2 3' 87' 61-70/5%-<10% 601 12' 4 1.5' 50' 61-70/5%-<10% 601 9' 3 1.5' 67' 61-70/5%-<10% 601 6' 2 1.5' 100' 61-70/10%-15% 628 12' 4 1.5' 53' 61-70/10%-15% 628 9' 3 1.5' 73' 71-80/0%-<5% 559 12' 4 3' 47' 71-80/0%-<5% 559 9' 3 3' 62' 71-80/0%-<5% 559 6' 2 3' 93' 71-80/5-10% 643 12' 4 1.5' 54' 71-80/5%-10% 643 9' 3 1.5' 71' 71-80/5%-10% 643 6' 2 1.5' 107' 81-90/0%-<5% 602 9' 3 3' 67' 81-90/0%-<5% 602 6' 2 3' 100' 81-90/5%-10% 692 9' 3 1.5' 77' 81-90/5%-10% 692 6' 2 1.5' 115' 3-Bedroom Sand Bed Sand Number Ctr.to Ctr. Min.Bed Perc. Rate/Slope Area Bed of Lines Spacing Length (sq.ft. Width 61-70/0%-<5% 784 12' 4 3' 65' 61-70/0%-<5% 784 9' 3 3' 87' 61-70/0%-<5% 784 6' 2 3' 131' 61-70/5%-<10% 902 12' 4 1.5' 75' 61-70/5%-<10% 902 9' 3 1.5' 100' 61-70/5%-<10% 902 6' 2 1.5' 150' 61-70/10%-15% 941 12' 4 1.5' 78' 61-70/10%-15% 941 9' 3 1.5' 105' 71-80/0%-<5% 839 12' 4 3' 70' 71-80/0%-<5% 839 9' 3 3' 93' 71-80/0%-<5% 839 6' 2 3' 140' 71-80/5-10% 965 12' 4 1.5 80' 71-80/5%-10% 965 9' 3 1.5' 107' 71-80/5%-10% 965 6' 2 1.5' 161' 81-90/0%-<5% 902 9' 3 3' 100' 81-90/0%-<5% 902 6' 2 3' 150' 81-90/5%-10% 1038 9' 3 1.5' 115' 81-90/5%-10% 1038 6' 2 1.5' 173' Continued 33 .. ti Sizing Tables (percolation rates 61-90 min/inch), continu ed 4-Bedroom Sand Bed Sand Number Ctr.to Ctr. Min.Bed Perc.Rate/Slope Area Bed of Lines Spacing Length (sq.ft. Width 61-70/0%-<5% 1046 12' 4 3' 88' 61-70/0%-<5% 1046 9' 3 3 116' 61-70/0%-<5% 1046 6' 2 3'- 174' 61-70/5%-<10% 1203 12' 4 1.5' 101' 61-70/5%-<10% 1203 9' 3 1.5' 134' 61-70/5%-<10% 1203 6 2 1.5' 201' 61-70/10%-15% 1255 12' 4 1.5' 105' 61-70/10%-15% 1 1255 9' 3 1.5' 139' 71-80/0%-<5% 1118 12' 4 3' 94' 71-80/0%-<5% 1118 9' 3 3' 124' 71-80/0%-<5% 1118 6' 2 3' 186' 71-80/5-10% 1286 12' 4 1.5' 108' 71-80/5%-10% 1286 9' 3 1.5' 143' 71-80/5%-10% 1286 6' 2 1.5' 1 214' 81-90/0%-<5% 1203 9' 3 3' 134' 81-90/0%-<5% 1203 6' 2 3' 201' 81-90/5%-10% 1383 9' 3 1.5' 154' 81-90/5%-10% 1383 6' 2 1.5' 231' 5-Bedroom Sand Bed Sand Number Ctr.to Ctr. Min.Bed Perc.Rate/Slope Area Bed of Lines Spacing Length (sq.ft. Width 61-70/0%-<5% 1307 12' 4 3' 109' 61-70/0%-<5% 1307 9' 3 3' 145' 61-70/0%-<5% 1307 6' 2 3' 218' 61-70/5%-<10% 1503 12' 4 1.5' 126' 61-70/5%-<10% 1503 9' 3 1.5' 167' 61-70/5%-<10% 1503 6 2 1.5' 251' 61-70/10%-15% 1568 12' 4 1.5' 131' 61-70/10%-15% 1568 9' 3 1.5' 174' 71-80/0%-<5% 1398 12' 4 3' 117' 71-80/0%-<5% 1398 9' 3 3' 155' 71-80/0%-<5% 1398 6' 2 3' 233' 71-80/5-10% 1608 12' 4 1.5' 134' 71-80/5%-10% 1608 9' 3 1.5' 179' 71-80/5%-10% 1608 6' 2 1.5' 268' 81-90/0%-<5% 1504 9' 3 3' 168' 81-90/0%7.<5% 1504 6' 2 3' 251' 81-90/5%-10% 1730 9' 3 1.5' 193' 81-90/5%-10% 1730 6' 2 1.5' 288' Continued 34 Sizing Tables (percolation rates 61-90 min/inch), Continued 6-Bedroom Sand Bed Sand Number Ctr.to Ctr. Min.Bed Perc.Rate/Slope Area Bed of Lines Spacing Length (sq.ft. Width p g g 61-70/0%-<5% 1569 12' 4 3' 131' 61-70/0%-<5% 1569 9' 3 3' 174' 61-70/0%-<5% 1569 6' 2 3' 262' 61-70/5%-<10% 1804 12' 4 1.5' 150' 61-70/5%-<10% 1804 9' 3 1.5' 200' 61-70/5%-<10% 1804 6 2 1.5' 301' 61-70/10%-15% 1883 12' 4 1.5' 157' 61-70/10%-15% 1883 9' 3 1.5' 209' 71-80/0%-<5% 1677 12' 4 3' 140' 71-80/0%-<5% 1677 9' 3 3' 186' 71-80/0%-<5% 1677 6' 2 3' 280' 71-80/5-10% 1929 12' 4 1.5' 161' 71-80/5%-10% 1929 9' 3 1.5' 214' 71-80/5%-10% 1929 6' 2 1.5' 322' 81-90/0%-<5% 1805 9.' 3 3' 201' 81-90/0%-<5% 1805 6' 2 3' 301' 81-90/5%-10% 2076 9' 3 1.5' 231' 81-90/5%-10% 2076 6' 2 1.5' 346' Additional Sand Bed Sand bedroom Perc.Rate/Slope Area Bed Number Ctr.to Min.Bed s .ft. Width of Lines Spacinngg Length 61-70/0%-<5% 261 12' 4 3' 22' 61-70/0%-<5% 261 9' 3 3' 29' 61-70/0%-<5% 261 6' 2 3' 44' 61-70/5%-<10% 300 12' 4 1.5' 25' 61-70/5%-<10% 300 9' 3 1.5' 33' 61-70/5%-<10% 300 6 2 1.5' 50' 61-70/10%-15% 313 12'. 4 1.5' 26' 61-70/10%-15% 313 9' 3 1.5' 35' 71-80/0%-<5% 280 12' 4 3' 24' 71-80/0%-<5% 280 9' 3 3' 31' 71-80/0%-<5% 280 6' 2 3' 47' 71-80/5-10% 322 12' 4 1.5' 27' 71-80/5%-10% 322 9' 3 1.5' 36' 71-80/5%-10% 322 6' 1 2 1 1.5' 1 54' 81-90/0%-<5% 301 9' 3 3' 34' 81-90/0%-<5% 301 6' 2 3' 50' 81-90/5%-10% 346 9' 3 1.5' 39' 81-90/5%-10% 346 6' 2 1.5' 58' Continued 35 � J Sizing Tables (percolation rates 61-90 min/inch), continued ' Commercial Sand Bed Sand Number Ctr.to Ctr. Min.Bed (per 100 GPD) Perc. Rate/Slope Area Bed of Lines Spacing Length (sq.ft. Width 61-70/0%-<5% 261 12' 4 3' 22' 61-70/0%-<5% 261 9' 3 3' 29' 61-70/0%-<5% 261 6' 2 3' 44' 61-70/5%-<10% 300 12' 4 1.5' 25' 61-70/5%-<10% 300 9' 3 1.5' 33' 61-70/5%-<10% 300 6 2 1.5' 50' 61-70/10%-15% 313 12' 4 1.5' 26' 61-70/10%-15% 313 9' 3 1.5' 35' 71-80/0%-<5% 280 12' 4 3' 24' 71-80/0%-<5% 280 9' 3 3' 31' 71-80/0%-<5% 280 6' 2 3' 47' 71-80/5-10% 322 12' 4 1.5' 27' 71-80/5%-1.0% 322 9' 3 1.5' 36' 71-80/5%-10% 322 6' 2 1.5' 54' 81-90/0%-<5% 301 9' 3 3' 34' 81-90/0%-<5% 301 6' 2 3' 50' 81-90/5%-10% 346 9' 3 1.5' 39' 81-90/5%-10% 346 6' 2 1.5' 58' 36 Level Bed Diagrams (percolation rates 61-90 min/inch) Introduction Level beds for percolation rates 61-90 min/inch installations are designed in 12', 9', or 6' widths. Here are three diagrams. PLAN VIEW PLAN VIEW PLAN VIEW 12'SAND MDT 'SAND WIDTH 'SAND WIDTH MIN.1' 10' IN. 1' MIN.1' 7 IN. 1' MIN. 1' IN.V VENT VENT MIN. 1' 7 MIN. 1' 7J MIN.1' ~ F H H H - F Z CD 0 0 0 0 J W W W J W W W W m Z W Z 71FW z K K 0 ENVIRO-SEPTIC PIPE a ENVIRO-SEPTI PIPE ° ENVIRO-SEPTICPIPE a z z z SYSTEM SAND ° SYSTEM SAND ° SYSTEM SAND U U U w w w a a a N fn N Z Z Z MIN. 1' MIN. 1' VENT MIN. 1'.. 1.5' 1.5 1.5' 1.5' 1.5' 1.5' r6"SYSTEM SAND r6"SYSTEM SAND r6"SYSTEM SAND 1 1 2.5' 1 1 2.5' t 1 2.5' 12" END VIEW 12" END VIEW 12" END VIEW 12' WIDE BED 9' WIDE BED 6' WIDE BED ENVIRO-SEPTIC PIPE CONSTANT 3.0 FEET ON CENTER AT <5% SLOPE IN RESTRICTIVE SOILS NOTE: SYSTEM MUST ALWAYS INLET TO THE HIGHEST PIPE 37 Sloping Bed Diagrams (percolation rates 61-90 min/inch) Introduction Sloping beds for percolation rates 61-90 min/inch installations are designed in 12', 9', or 6' widths. Here are three diagrams. PLAN VIEW PLAN VIEW PLAN VIEW 12'SAND WIDTI 1 W SAND WIDTI 1 U SAND WIDT 2.5' MIN.1— .5 .5 MIN. 1' 4' MIN. 1' 2.5' VENT VENT MIN.1' MIN. 1' MIN.V x z z Z U~ t C~7 W W W J W W J J J W J J p W 0 Z_ 0 W Z W co J INSPECTION m J INSPECTION m ? INSPECTION PORT PORT PORT ENVIRO-SEPTICPIPE ENVIRO-SEPTICPIPE ENVIRO-SEPTIC PIPE SYSTEM SAND SYSTEM SAND SYSTEM SAND MIN.1' MIN.1' VENf 1.5' 1.5 4.5 MIN 1' 1.5' 3' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1'MINIMUM "SYSTEM SAN 1'MINIMUM 1'MINIMUM "MINIMUM "MINIMUM 1' MINIMUM END VIEW s END VIEW END VIEW 12' WIDE BED 9' WIDE BED 6' WIDE BED ENVIRO-SEPTIC PIPE CONSTANT 1.5 FEET ON CENTER AT 5-15% SLOPE IN RESTRICTIVE SOILS NOTE: SYSTEM MUST ALWAYS INLET TO THE HIGHEST PIPE 38 •t Appendix A - System Installation Form In accordance with the technology approval, or each new or replacement installation, Massachusetts installers of Enviro-Septic°systems must complete and fax or mail a copy of this form to the local approving authority and to: Presby Environmental, Inc. 143 Airport Road Whitefield, NH 03598 Fax: (603) 837-9864 Installer's Name: Company Name: Street Address: City: State: Zip: Property Owner: Site Street Address: City: State: Zip: System Type (circle one): Design Flow: New Construction or Replacement Installation Date: System Startup Date: Permit,Number: Comments: This form may also be completed online at presbyenvironmental.com/state approvals/massachusetts/system installation form Appendix B Enviro-Septic°Wastewater Treatment System Technology Checklist Purpose This technology checklist is to be completed by an operator trained by Presby Environmental, Inc.to inspect Enviro-Septic®wastewater treatment systems. Note: The Department's technology approval requires all Enviro-Septic® systems to be inspected annually. Submit copies to A completed copy of this checklist and the DEP Approved Inspection and the local O&M Form for Title 5 I/A Treatment and Disposal Systems must be authority and submitted to the local approving authority and the Department. Copies of the the DEP inspection forms shall be submitted by January 30t" for remedial systems inspected during the prior year and by September 31St for general use systems. Any required sampling and test results should accompany this completed checklist. DEP address Mail a copy of this checklist to: Department of Environmental Protection Wastewater Management Program One Winter Street, 5th"'Floor Boston,Massachusetts 02108 1. Facility Owner: 2. Facility Address: 3. Installation Date: Previous Inspection Date: 4. Date of Inspection: 5. Residential Number of Bedrooms: /Commercial Design Flow GPD 6. Inspection Port Locations: 7. Other(Explain): Inspection data (Complete all fields) 8. Is daily flow within the system design flow? ❑ Yes ❑ No If no, explain: 9. Does the owner verify the system use as described above? ❑ Yes ❑ No If no, explain: Over r Enviro-Septic°Wastewater Treatment System Technology Checklist, page 2 10. Septic tank last inspection date: Inspected by: 11. Septic tank last pumped date: Is pumping recommended? ❑ Yes ❑ No 12. Condition of the soil absorption system: (wet/dry/firm/soft/vegetative/other) 13. Is there evidence of storm water flows or erosion over the septic system?: ❑ Yes ❑ No If yes, explain: 14. Is there evidence of soil slump or compaction by traffic or other means in the vicinity of the soil absorption system?: ❑ Yes ❑ No If yes, describe: 15. Is effluent visible through the inspection port?: ❑Yes ❑No If yes, describe the condition and the fluid level: 16. Are solids visible through the inspection port?: ❑Yes ❑No If yes, describe the condition and depth of solids: 17. Is there evidence of surcharging or effluent ponding in the D-Box?: ❑ Yes ❑ No If yes, describe and measure: 18. Are the system vents in place?: ❑ Yes ❑ No If no, describe: 19. Describe any other pertinent issues: System Pump Inspection data (If applicable) 20. Pump Chamber?: ❑ Yes ❑ No Condition: 21. Pumps Inspected: ?: ❑ Yes ❑ No Number of Pumps: 22. Condition of Pumps: 23. System Alarms: ❑ Yes ❑ No N/A ❑ 24. Condition of Alarms: 25. Date of Last Alarm Test: Inspected by: Date: Time: Signature of Inspector: I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report, and the information reported is true, accurate, and complete as of the time of the inspection. Town of Barnstable �oFYFIF rWyy Barnstable Board of Health At-A„edcaCi, BA LE,MASS. • , �mr v nss. �, 200 Main Street,Hyannis MA 02601 Arf0 MAI A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. July 7, 2009 Sullivan Engineering Inc. Attention: John O'Dea 7 Parker Road Box 659 Osterville, MA 02655 RE: 100 Cross Street,.Cotuit A = 033 - 032 Property Owner - Michael and Gisa Belanger Dear Mr. O'Dea: You are granted five variances on behalf of your clients, Michael and Gisa Belanger, to construct an onsite sewage disposal system on 100 Cross Street, Cotuit, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 8 feet away from a crawl space, in lieu of the required 20 feet setback minimum. 310 CMR 15.211: The soil absorption system will be located 26.5 feet away from a BVW, in lieu of the required 50 feet setback minimum. 310 CMR 15.255(2): Construction in fill — SAS to down hill slope requires 15 feet, where only 1 foot is provided. 310 CMR 15.212 — Depth to Groundwater— requires 5 feet, 3 feet provided, Remedial Permit Form DEP allows reduction. .Section 360 -1. Town of Barnstable Code: On site system setback to BVW r requires 100 feet, where only 26.5 feet is provided. The variances are granted with the following conditions: (1) No more than two bedrooms may be allowed in the dwelling. In addition to the two bedrooms, it is understood that the loft might be used for sleeping Q:\WPFILES\100 Cross St FordSullivanBelanger Jun09.doc t purposes. However, nothing.contained herein shall be construed to mean that the loft is to be considered as a designated bedroom. (2) The Applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds, restricting the property in accordance with the provisions of Condition 1 of this Decision, before the applicant obtains a disposal works construction permit. (3) The two bedrooms shall be brought into compliance with 105 CMR 420.000 — Minimum Square footage, by increasing the square footage of the bedrooms to meet the minimum standard of 70 square feet of floor space. (4) The upgraded system shall be installed per the following plans prepared by Sullivan Engineering, Inc.: "Site Plan Proposed Septic Upgrade at 100 Cross Street, Barnstable (Cotuit) Mass. Date: August 6, 2008 Revised: May 7, 2009 — Modify Design to Innovative Leaching System & Lower Leaching Area Revised June 10, 2009 — Modify Design Per Board of Health." After due consideration of the history of the use of the property, the Board found that variance conditions were met and voted to grant variances. Sincerely, Wayne Mi realth .D. Chairman Board of Cc: Michael D. Ford, Esq. PO Box 485 West Harwich, MA 02671 Q:\WPFILES\100rCross St FordS ull i vanBel anger Jun09 verldoc I DATE: II ; FEE: �Q�o 0 U • BARNgrABM r MAM 639. �� REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. r FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION /J Property Address: �O d C_ TGSS e e-f F c4o fa/Z p Assessor's Map and Parcel Number: 033 O,3 E Size of Lot: 0. 7 Cie re, Wetlands Within 300 Ft. Yes ✓ Business Name: No /ll ,Suubdivision Name: APPLICANT'S NAME: r /I e / &JO/2 g .1- Phone 7�� ��^ 1-5,56 ry-:" Did the owner of the property authorize you to represent him orter? Yes ✓ No PROPERTY OWNER'S NAME n CONTACT PERSON '\ Name: i GhGt�°J P� (�I S Q, eL• �1ll�'J�1"Name: -T o k in Address: /J! / 6LO d k ,� let - Address: 4)210O1/i' , m q. 0 / 7 7 5 Phone: �P CA-- .2 o Phone: _ .4 3-3 4 y, VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) in s e4 haeks a-eA.)J S c ti o90 r ts!jre t /U 1-be A6, ?5.S�1� lrbashwp-7ibc 0:0 SKIS -M dor�i�h,%/ �lor� /�'re�,ceire.0 j'�ro��ofPd 0-ht1Qfe.r3&,Q-/ -45%.f �c.IL re4,te%dei�e_n!S p/� .s>t� serskn� �VW /Go '<<fi��/"/ai o?(o•Sf+�nY;%t�• NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic SystetnW Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form ✓. Four(4)copies of engineered plan submitted(e.g.septic system plans) _✓ . Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) --�✓/ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) F C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C iffl-a/13/2009 16: 09 5084283115 SULLIVAN ENG INC PAGE 01, SUL TV 'A'�,!�1 CTLV Ems' d NCB Ric. 0SUR VIA, A" 02655 Peter Sadlivaaa P. Z. Mass Registration No. 29733 pete rara}•u ivanengin com t •��3tow 5t�t3-42S-33 G4 jaz SP 28-3115 !jla II Jainivarr 13,2009 Town.of Baastable j10 Board of Health P ,Laril hl[rdn Styr , 3 Hymuris, MA 02601 1s:: ] elangeriVar°iance Request 1 i'.00 Cross Street, Cotuit , 1 Dew 13oard Members, On t-welaE of our client Michael Belanger, we hereby request a continuance of t&s r �w.heduled Public Hearing,to your]February 10,2009 hung cute. J. t I bast this meets your present needs. If you htive any questions, or require addiliu infa>r :nation, please do not hesitate to call our oce. '11=k you. 'atlly youes, . Op �_i. Su.11n ven Eee9'ing Inc. Z.v Michael Belanger Jkfficbael D. Ford, Esq. �r 1, •fp 7•f a li}�if' ' I� 'i } J Town of Barnstable . P# P���tte Department of Regulatory Services o* Date—& BA em ; Public Health Division MAO&7 a Zoo Main Street,Hyannis MA 02601 P rFD Nlld a, I • � g 7 •-.Tune l_ .. .. r cc Pd. Date Scheduled 4 Soil Suitability Assessment for Sewage Disposal Performed By: �TQ �U►;r_r v IgV �v u v r�;,v AG(►s�•yVi nesseJ Dy:� 10�NA)� 051ErLv t r-6& IN1r,vs . LOCATION&GENERAL INFORMATION Location Address ►Ob C.9-855 Si`¢-F_eT Owner's Name M%LFt°4t1(_ �.c�'T19lT Address 100 CvuJSS 13,,Co. t i /p Z Naed-Lwa�. . Assessor's Map/Parcel:,.b 33! 3� Engineer's m Tcic honeH33A NEW CONSTRUCTION REPAIR OC p Land Use FS l GIV�l V: Slop %)es( 1% surface Stones Distances from: Open Water Body �� R Possible Wet Area MA 11 Drinking Water Well Drainage Way nit) R Property Line ZO` _R Other R -- - TCII:(Street name,dima►slone pf lot,exact locations of test holes&pere tcsts�locale wetlands in proxrmily to holes) Sx j 0(65Ge%(Aj'Wu cA.t MeC r-?%q1C VS � �-� � �c.c t:.s�Pow�017 Sv re.�lEc`E 'F�.a• ��.L�_( 1g,Uogo z 435e"H. �97* 0.00 �, St 10 f�°. Z t3" 0,02 1 i I'lle �� d' (�1)1.`( 19) �+ Qi.P. tAA►it �(." t D.2s O j� Z 39 i o • 1(0 &w \ Aoy� —B�'�r ` FvL� dV�oarl� FArGriT�vb CY'} 10 AV ✓� 4 �F4_ ,,� ,�� 7�19 l+! • 7:3Z A-, o,t "�""" L Gv✓ 2' k-1 Pm 2.3. GT*b. DAY .v wL.. C tiLC q 1`Jt?O Depth to Bedrock Parenftnaterial(geologic) t715:�t7 G�' Weeping from Pit Trace �i3 ct-�— ; j Depth to Groundwater: Standing Water in Hole: II Estimated Seasonal High Gtundwnter SET �$SE2v/��O►a�A•��cc.lrQt tteUtur,��oo YL�t O DETERMINATION TO SEASONAL HIGI�WATER TABLI'; � r Method Used: DtPrro�uWtr�� ;,,, Depth to soil mottles: In M Depth OBser1 ed standing in obs.hole: ii,' Groundwater Adjustment ft. Dcpth to weeping from side of obs.hole: index Well A Reading Date: hide Well level Adj.factor Adj.Groundwater Levct_ PLI R OLATION TI,ST Date] to oB Time_ Observation Z Time at 9", Hole it 32e ge.r. r,w..ohi; (' t0` 'Tillie et 6" Depth of Perc i Start Pre-sonk Time 2� C5 e6S MP V,4 AO End Pre-soak + Rate Minl)nch . ,'6 Site Suitability Assessment: Site Passed _ Site PaileJ: Additional Testing Needed(Y/N)i original: Public Health Division observation Hole Data To Be Completed on Back, '-- ***If percolation test is to be conducte�within 100' of wetland,you must first n lt11 tU Barnstable Conservation Division at least One(1)week prior to beg inning. �(Zl�hkv ec) OkL .i Q:I IEALTIUWP/PERCTORM BEEP OI3SI1 RVATION HOLE LOG Mule I'it Depth fium Soil Iforizon "Soil Texture Soil Color Suit Other 9urlkco(hi.) (USDA) (Munsoil) Mottling (Structure;Stones,lfu.uldcts. Couslstonav,le.Gravcll _T,` `(Q(.1b to+S;c e-"i eT« g� GL>= Comer sE S � I Ye cI H TC'44 1 Ct7 Sp4' .T #4A'e644> T-5Y1Z Olt DEEP OBSEAVATION HOLE LOG Hole fl Z: Depth from Sol[Horizon -Soil Texture Soil Color Soil Other Surface(in.) (USDA) (MunselQ Mottling (Structure,Stones,Boulders. j Consistency.%Gravel) to �i 1r L ISM,,-� 0 — 7,S y,e G1 e4A l90 0 6 • r� lbw ��ar T (bt_v Sa�T'Mn45al ,> —� s�ata� _ rld DEEP OBSERVATION HOLE LOG. Bole# Depth from Soii Horizon I Soil Texture Soil Color Soil . .. . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistcncv.%Gr:avcl) _ i DE +P•OBSERVATION HOLE LOG Hole It Depth from Soil horizon Soil.Texture Soil Color Soli Other Surface(in.) (USDA) (Munsell) Mottling, (Slnicture,Stones,flouldcrs. Consistency.%Gravel) . . r i Flood Insurance Rate Man: Above 500 year hood boundary No K Yes Wialin 500 year boundary No'>< Yes Within 100 year flood boundary No Yes_K De nth of Naturnli `.Occurriii Pervious M terial Does at least four feet of•natui•ally occurring ervious material exist hi all areas observer]throughout tine area proposed for the soil absorption systclri? e 5 If not,what is Me depth of naturally occurrin pervious material? - Ccrtificalion .; 1 certify that on QQet L 95 (date)1 hay passed the_soil evaluator examination approved by the. Department of Enviroruncntal Protection and hat the above analysis was perfortr►ed by me consrstcnt with the required iog,expertis a d c crienc described in 310 CMIL 1.5.017. Date Signature Sots k.�•r.t.vr►�o2 Flo.. sic Q:l IcALTI-I/wpimcrO1tM F� Bk 24100 Ps37 59201 10-16-2009 DEED RESTRICTION WHEREAS, Michael P. Belanger and Gisa E. Belanger of (owners name) 100 Cross Street Cotuit MA (address) is the owner of 100 Cross Street located (address) at Cot ult , MA(hereinafter referred to as 100 Cross Street and being shown on a plan entitled "Subdivision of Land in Cotuit MA, Property of Michael P. Belanger and Gisa E. Belanger , et al, duly recorded in Barnstable County Registry of Deeds in Plan Book 263 , Page 41 ; Or in Deed Book 22541 , Page Number 176 WHEREAS, Michael P. Belanger and Gisa E. Belanger as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health and the Massachusetts Department of Environmental Protection,as a condition to having granted a disposal works construction permit for an innovative septic system with the variances(attached).granted from compliance with 310 CMR 15,200, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the use of: Presby-Enviro-Septic Leaching System on this property,the Massachusetts Department of Environmental Protection is requiring that the applicant shall record this notice at the Barnstable Registry of Deeds detailing the need(attached)for the Presby-Enviro-Septic Leaching System on this property and the involvement of the Department of its approval.A copy of the notice put on record with the Barnstable County Registry of Deeds by recording this document and attachments shall be sent to the local Board of Health and this office of the Department. NOW, THEREFORE, Michael P. Belanger and Gisa E. Belanger does hereby place the (owners name) following notice on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health and the Massachusetts Department of Environmental Protection which notice shall run with the land and be binding upon all successors in title: 1, 100 Cross Street Cotuit MA may have constructed (address) upon the lot a Presby-Enviro-Septic Leaching System. Michael P. Belanger and Gisa E. Belanger agrees that this shall be permanent deed (owner's name) YJ i Bk 24100 Pg 38 #59201 notice affecting 100 Cross St located on Cotuit MA,and being shown on the plan recorded in Plan Book 263 , Paged 41 For tale of 100 Cross St seethe following deed: Book 22541 , Page 176 . Executed as a seale 'n da of , 2009 O s ignature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS .2009 Then personally appeared the above-named known to me to be the person who executed the foregoing instrument and acknowledged the same to bed� free act and deed, before me, Notary Public My Cammfsslon Expires My commission expires: January 21,2016 fD l 20� date) P`S C rr`tN�,s/~G `� a �oFI PKEE Town of Barnstable Barnstable Board of Health i + BARNSTABLE, 9 MASS. $ 200 Main Street,Hyannis MA 02601 i639. �0 ArFO MAC A 2007 OFFICE: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. BOARD OF HEALTH MEETING RESULTS Tuesday, June 16, 2009 at 3:00 PM Town Hall, Hearing Room 367 Main Street, Hyannis, MA I. Show-Cause Hearing: Marilyn Higgins and Cindy Gould at 92 County Seat, Hyannis— Refuse Violations. No one was present. The Board requested a letter be sent to the owner to remind them that there is still an open issue with the Board and if there is no attendance at the July 14, 2009 Board of Health meeting, then the Board will take action without any future input. II. Show-Cause Hearing: Septic WITHDRAWN - A. Maurice and Flora Curtis, owners—364 Mitchell's Way, REPAIRING SEPTIC Hyannis, septic failure. GRANTED B. Bruce Dion, owner— 692 Wakeby Road, Marstons Mills, EXTENSION septic issue. The Board voted to approve an extension of the repair deadline to October, 2009. If it is not completed by October 13, 2009 Board of Health meeting, then Mr. Dion must come before the Board. WITHDRAWN - C. Alan Curtis and Gail Egan, owners — 8 East Avenue, REPAIRING SEPTIC Osterville, septic issue. GRANTED D. Elizabeth Miller, owner— 1610 Main St, West Barnstable, EXTENSION WITH CONDITION septic issue. No one was present for the owner. The Board voted to allow an extension of 60 Days from today, June 16, 2009, to (1) fix the septic system, or (2) provide the Board of Health with proof definite that it is not in failure and owner will appear at the August 4 Board of Health Meeting. III. Hearing — Housing: BOH June 16,2009 Page I of 5 DISCUSSION Kimberly Wolfe, owner— 12 Old School House Road, NO ACTION NECESSARY Hyannis, housing/rental issue. Kimberly Wolfe has removed the bed in the basement as there is not a second means of egress. There is only a sofa there, which is acceptable. Ms. Wolfe was looking for clarification on whether as a owner and not a renter, whether she would be allowed to have a bed in basement. The Board informed her it is not permitted for either type party due to safety reasons. IV. Hearing — Underground Storage Tank: WITHDRAWN - Collette and Allan Goodman, owners — 20 Cross OWNER REMOVING TANK Street, Cotuit, older underground storage tank. V. Septic Variance (Cont.): GRANTED A. Michael Ford representing Michael and Gisa Belanger, owner— 100 WITH Cross Street, Cotuit, Map/Parcel 033-032, 0.9 acre lot, four (4) CONDITIONS variances for repair (continued from Oct and Dec 2008) The Board voted to approve the structure as a two bedroom with the following wording (1) "No more than two bedrooms may be allowed in the dwelling". In addition to the two bedrooms, the dwelling may be used for sleeping purposes. Nothing contained herein shall be construed to mean that the loft is to be considered as a designated bedroom." With the following conditions: A) the two bedrooms will be brought up to code in room size, and B) a two bedroom deed restriction be recorded at the Barnstable County Registry of Deeds with the same wording as (1) above, and C) a proper copy of deed restriction be given to the Public Health Division. CONTINUED B. Brian Yergatian, BSC Group, representing Timothy and Eila TO BOH MEETING Desrocher,owners — 3072 Falmouth Road, Marstons Mills, Map/ JULY 14, 2009 Parcel 099-029,2.2 acre parcel, requesting variance from 310 CMR 15.203 (4) to vary the design flow rate for the daycare facility. Brian Yergatian and Tim Desrocher were present. The calculations they offered for the rate of flow per child will be reviewed by the Public Health Division and they will review it with Brian Dudley. The Board voted to Continue to July 14, 2009. VI. Septic Variance (New): APPROVED A. George Heufelder, Barnstable County Health Director, regarding 91 Juniper Lane, Centerville, minor septic system modification. George Heufelder presented a remediation plan of aerating the septic to deal with systems in hydraulic failure. The technology is recommended for properties which have sewer coming to their area soon and it has a 30-day time period necessary to verify whether the aeration worked. Careful monitoring and reporting back to the Board will occur. BOH June 16,2009 Page 2 of 5 The Board voted to approve George Heufelder's remediation program for 91 Juniper Lane, Centerville, with the condition that: 1) George Heufelder and Mr. McKean develop a form letter to use for the remediation program in lieu of a septic permit. 2) the remediation program may be instituted in a similar fashion as emergency repair permits and then brought to the Board after-the-fact to keep them informed. APPROVED B. Sullivan Engineering representing J. Robert Casey, Trustee— 71 WITHOUT Ocean View Avenue, Cotuit, Map/Parcel 034-045, 4.66 acre CONDITIONS parcel, two setback variances and variance for soil suitability. All buildings on the plan currently exist. There are two of the septic systems which failed and will be replaced. The septic plan dated 5/01/09 was approved without any conditions. GRANTED C. Dan Ojala, Down Cape Engineering representing Patricia Hammel- WITH Murphy, owner— 7 Great Hill Road, Centerville, and -0- Old Stage CONDITIONS Road, Marstons Mills (2 adjoining parcels on village lines: Map/Parcel 173-078 and 173-055, 15+ acre parcel (total), four setback variances, new construction of two bedroom. The Board voted to approve plan with the following conditions: 1) the plan will be revised to show an effluent filter on the outlet of the tank, 2) the two lots will be combined to one lot prior to a permit being issued, 3) a two-bedroom Deed Restriction will be recorded at the Barnstable County Registry of Deeds, 4) a proper copy of the Deed Restriction be filed with the Public Health Division, 5) a compost or incinerator toilet will be used, and 6) only grey water will be used in the system. VII. Variance— Food (Cont.): WITHDRAWN Farmers Market, Hyannis, proposed vendors, Jenifer Holloman and Jason Beetz of Ocean Song Farm, interested in selling pork and Iamb. VIII. Variance — Food (New): GRANTED A. Raymond Roy, Five Eighty Six Bistro & Bar— 586 Main Street, WITH Hyannis, Map/Parcel 308-130, 2,000 gallon grease trap, grease CONDITIONS trap variance, would like additional seating outside for a total of 179 seats. Raymond Roy expects the increase in seats will be in place by the end of July. Raymond also brought up that his establishment has a vestibule at the entrance and believes the air door would not be necessary- as a pocket of air already exists to catch any bugs prior to the serving area. The Board agreed this would serve the same purpose. BOH June 16,2009 Page 3 of 5 The Board voted to approve the additional seating to bring the total to 179 seats with the following conditions: 1) the grease trap will be pumped in 30, 60 and 90 days after the increased use, 2) the monthly reports will include the breakout of percentage of grease removed, 3) the monthly reports will be submitted to the Public Health Division monthly, and 4) the applicant will return to the Board of Health for a review of results on November 10, 2009. GRANTED B. Don Cox, Harborside — 159 Ocean Street, Hyannis, Map/ WITH Parcel 326-039, toilet facility variance. CONDITIONS The property has one unisex, handicap toilet on the porch and, across the street, the Harbor Master has a two toilet facility available. The Board agreed to approve the toilet facility variance with the following conditions: 1) the seating will be 30 seats, and 2) the applicant will remove the all seating whenever the toilet facility at the Harbor Master is closed. GRANTED C. Robert Anderson and Chris Gistis, Comfort Inn — 1470 lyannough Road, Hyannis, Breakfast menu reheating product only, grease trap variance. The Board voted to approve the variance of a food permit for breakfast menu as listed on the submitted menu dated 6/16/09. GRANTED D. Bruce Wallin representing Historical Society of Cotuit—temporary food application for annual event "A Taste of Cotuit". The event is scheduled for July 18th for two hours. The Board voted to approve an annual temporary for permit for"A Taste of Cotuit" with the proposed menu. GRANTED E. Carol Eklund representing Cape Cod Pet Emergency Network (CCPEN)— 1415 Osterville-Barnstable Road, Marstons Mills, temporary food application for annual event "Country Shindig" benefit August. The Board voted to approve an annual temporary food event with the submitted menu for "Country Shindig" benefit for Cape Cod Pet Emergency Network (CCPEN). IX. Old Business/New Business: A. Discussion with Town Attorney. Will go into Executive Session at the end of the meeting to discuss litigation strategies. BOH June 16 2009 Pa e 4 of 5 g B. Discussion of air curtains at service windows. Mr. McKean presented to the Board the discussion of alternatives for air curtains at food service windows. There are small establishments resisting the installation of air curtains due to the expense. The Board stated they will consider accepting variances for the air curtains at food service windows if a mechanism is put in place that would cause the screen to return to the closed position after the window service is complete. An example of which would be a spring-type mechanism. The Board would not favor something that would allow the screen to be propped open for an undetermined amount of time. Motion to go into Executive Session and not to reconvene afterwards. Approved. Public Meeting closed — 5:40pm. BOH June 16,2009 Page 5 of 5 i 1 . . Town of Barnstable ReMUMASM gulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&-Designer Certification Form - - Date: &,-� Sewage Permit# 'ZC29-3�§_Assessor's Map\Parcel b � -= z--- - - Designer: &UAUA&v' 1 1 a C- Installer: Address: ct�'k9 Address: - �vs On 1 D/ b was issued a permit to install a' (date) (insttr) septic system at i Ce5 5 c based on a design drawn by (address) f l 9 I-Lt_ 4-4Q ki L. dated 2 k i�ti 0 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as ' lateral relocation of the distribution box and/or septic tank. 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. (Install s.Signature) _ PETER SULLIVAN No. 29733 s :STPs � AN (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Farm 3-26-04.doc r. q Bk 24.100 PS37 10-16--2009 +J�1 = 4�► DEED RESTRICTION WHEREAS, Michael P. Betan er and Gisa E. Belan er (Owner--) Of 100 C:fOSS Street Cotuit (address) MA is the owner of 100 Cross Street (address) located at Cotuit i MA(hereinafter referred to as 100 Cross Street and being shown on a plan entitled "Subdivision of Land in Cotuit MA, Property Of Michael P. Belan er and Gisa E. Belan er et al, duly recorded in Barnstable County Registry of Deeds in Plan Book 263 Page 41 Or in Deed Book 22541 , Page Number 176 WHEREAS, Michael P. (ovmers name)elan er and Gisa E. Beta n er as the owner of.said lot has agreed with the Town of Barnstable Board of Health and the Massachusetts Department of Environmental Protection, as a condition to having granted a disposal works construction permit for an innovative septic system with the variances (attached)granted from compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the use of: Presby-Enviro-Se tic Leaching System on this property, the Massachusetts Department of Environmental p Protection is requiring that the applicant shall record this notice at the Barnstable Registry of Deeds detailing the need(attached)for the Presby-Enviro-Septic Leaching System on this Property and the involvement of the Department of its approval. A copy of the notice put on record with the Barnstable County Registry of Deeds by recording this document and attachments shall be sent to the local Board of Health and this office of the Department. NOW, THEREFORE, Michael P. Belan er an(ownd Gisa E Belanger does hereby place the following notice on his above-referenced ees �land in accordance with his agreement with Town of Barnstable Board of Health and the Massachusetts Department of Environmental Protection which notice shall run with the land and be binding upon all successors in title: 1. 100 Cross Street Cotuit MA may have constructed t (address) upon the lot a Presby-Enviro-Septic Leaching System. Michael P. Belanger and GIs E Belanger agrees that this shall be permanent deed (owners name) Bk 24100 Pg 38 #59201 notice affecting 100 Cross St located on Cotuit MA, and being shown on.the plan recorded in Plan Book . 263 , Paged 41 For trtfe of 100 Cross St see the following deed: Book 22541 Page 176 . Executed as a seale 'n day-of , 2009 O is ignature , Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS 2009 Then personalty appeared the above-named -known to me to be the person who executed the foregoing instrument and acknowledged the same to be vP free act and deed, afore me, Notary Public My CommISSIon Expina. My commission expires: January 21.2016 f0 C &W L (date} ^ a' XYa4g• t�` -�36 Bk 24100 Pg 39 #59201 �-` COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 DE4AL L.PATRICK LEI A $OWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURY Lieutenant Governor Commissioner September 1,2009 Thomas McKean RE: BARNSTABLE--Subsurface Sewage Disposal- Barnstable Public Health Division Proposed Variances to Title 5 of The State 200 Main Street Environmental Code for Michael&Lisa Belanger, Hyannis,Massachusetts 02601 100 Cross Street,BRP WP 64c, Transmittal No.X228774 and Michael Belanger 157 Bedford Road Lincoln,Massachusetts 01773 Dear Mr.McKean and Mr.Belanger: Pursuant to Title 5 of the State Environmental Code,310.CMR 15.412,the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above-referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provisions)of Title 5, 310 CMR 15.000: 1. 15.212(1),"Depth to Groundwater". As part of the application,the Department received a plan,titled as follows: «STYE PLAN PROPOSED SEPTIC UPGRADE AT 100 CROSS STREET BARNSTABLE(COTUTT)MASS. SCALE: 1"=30' DATE: August 6,.2008 Last revised: 06/10/09 Ws information is available in alternate format.Call Donald Uf.Comes,ADA Coordinatorat 617-556.1057.TDDI 866-539-7622 or 617-574-6868. DEP on the World Wide Web: httplAvww.mass.gov/dep Ct* Printed on Recycled Paper 1 Bk 24100 Pg 40 #59201 2 SULLIVAN ENGINEERING,INC. P.O.BOX 659,OSTERVILLE MA 02655" Based upon its review of the application,and in accordance with 310 CMR 15.410,the Department has determined both of the following: . a), The applicant has established that enforcement of 310 CMR 15.212(1),"Depth to Groundwater"would be manifestly unjust,considering all of the relevant facts and circumstances of this case. i. Due to lot constraints,high ground water and to keep the profile of the leaching field down the distance to high groundwater was reduced down to three(3)feet. These variances are necessary to prevent the installation of a tight tank. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.212(1),"Depth to Groundwater".The applicant has established equivalent environmental protection as follows: i. The new system will incorporate the use of a Presby Enviro-Septic Leaching System and meet all construction standards of 310 CMR 15.000,therefore the same level of environmental protection will be achieved. Based on this information,the Department believes that the applicant has demonstrated equivalent environmental protection and therefore,approves the Board of Health's grant of variance to 310 CUR 15.212(1),"Depth to Groundwater"subject to the following: 1. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the structure that results in an increase in design flow to the sewage disposal system. 2. Please submit As-Built plans within 15 days upon the completion of construction. 3. The applicant shall record a notice at the Registry of Deeds,detailing the need for the Presby Enviro-Septic Leaching System on this property and the involvement of the Department in its approval.A copy of the notice shall be sent to the local Board of Health and this office. 4. This approval does not allow for the use of a garbage grinder. 5. The applicant must follow all the conditions outlined in the Department's February 15,2008 Remedial Use Approval letter.for the Presby Enviro-Septic Leaching System(copy enclosed).. Bk 24100 Pg 41 #59201 Should you have any questions regarding this matter,please contact Christos Dimisioris at(508)946-2732 Very truly yours, Brian A.Dudley Bureau of Resource Protection D/CD enclosure cc: Sullivan Engineering,Inc. Peter Sullivan 7 Parker Road,P.O.Box 659 Osterville,MA 02655 enclosure -- c ICI REGISTRY OF DEEDS AT--RO-UE COPY,ATTEST JOHfU F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS FS Town of Barnstable Barnstable IIARNSMA OLE Board of Health 200 Main Street,Hyannis MA 02601 .4 ,50Z-8624644 vva}ne Miller.NLD, .11m.,-'I Sawa,`Iml"i Paul Canniff.D.M.D. July 7, 2009 Sullivan Engineering Inc. Attention: John O'Dea 7 Parker Road 1359 Osterville, MA 02655 RE: 100 Cross Street, Cotuit A = 033 - 032 Property Owner- Michael and Gisa Belanger Dear Mr. O'Dea: You are granted five variances on behalf of your clients, Michael and Gisa Belanger, to construct an onsite sewage disposal system on 100 Cross Street Cctuit, Massachusetts. The variances granted are as follows: 310 CIVIR 15.211: The soil absorption system will be located 8 feet away from a crawl space, in lieu of the required 20 feet setback minimum. 310 CIVIR 15.211: The soil absorption system will be located 26.5 feet away from a BVW, in lieu of the required 50 feet setback minimum. 310 CIVIR 15.255(2): Construction in fill—SAS to down hill slope requires 15 feet, where only I foot is provided, 310 CIVIR 15.212— Depth to Groundwater—requires 5 feet, 3 feet provided, Remedial Permit Form DEP allows reduction. Section 360 -1. Town ofBarnstable Code: On site system setback to BVW requires 100 feet, where only 26.5 feet is provided. The variances are granted with the following conditions: (I) No more than two bedrooms may be allowed in the dwelling. In addition to the two bedrooms, it is understood that the loft might be used for sleeping Q:W]IFILES\100 Cross St FordSullivanBclanger Jun09 vcrIdoc purposes. However, nothing contained herein shall be construed to mean that the loft is to be considered as a designated bedroom. (2)The Applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds, restricting the property in accordance with the provisions of Condition 1 of this Decision, before the applicant obtains a disposal works construction permit. (3) The two bedrooms shall be brought into compliance with 105 CMR 420.000— Minimum Square footage, by increasing the square footage of the bedrooms to meet the minimum standard of 70 square feet of floor space. (4)The upgraded system shall be installed per the following plans prepared by Sullivan Engineering, Inc.: "Site Plan Proposed Septic Upgrade at 100 Cross Street, Barnstable (Cotuit) Mass. Date: August 6, 2008 Revised: May 7, 2009— Modify Design to Innovative Leaching System & Lower Leaching Area Revised June 10, 2009— Modify Design Per Board of Health." After due consideration of the history of the use of the property, the Board found that variance conditions were met and voted to grant variances. Sincerely, realth Wayne M .D. Chairman Board of Cc: Michael D. Ford, Esq. PO Box 485 West Harwich, MA 02671 Q--WPFILES\100 Cross St FordSullivanBelanger lun09 verldoc The Belangers 100 Cross Street PO Box 492 Cotuit, MA 02635 Delivered by hand F ebruary 24, 2010 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 100 Cross Street, Cotuit Dear Board of Health, As owners of the above referenced property and as current participants' in the Community Septic a Management Septic Loan Program we are required to complete the requirement (Item 6 of the attached Application) of the Barnstable County Department of Health& The Environment Community Septic Management Program to obtain and to transmit a copy of the "inspection report" pertaining to your 02/22/2008 letter stating that the Septic System"FAILS" at our property. Please provide us with a complete copy of that required"inspection report." In addition, to complete matters pertaining to the septic system repair at our property, please also provide us with a complete copy of: "A survey conducted recently" As noted in the first sentence of the 02/22/2008 Septic System"FAILS" ORDER TO COMPLY also attached. Sincerely, Gisa E. Belanger Michael P. Belanger 781-223-3178 1 781-223-0117 Barnstable County Department of Health & the Environment s P.O. Box 427 ` Barnstable, MA 02630 ✓ A� 4 Community Septic Management Program 5% Interest Rate Betterment Loan Application To Be Completed by Homeowner(s) (Note to owner(s): This application is to be submitted to the Barnstable County Department of Health &the Environment, and income information is considered confidential. For purposes of this program, "Owner" is defined as a person, or persons, who has or have, legal title to residential facilities served by an on-site system, including, but not limited to, any agent, executor, administrator, trustee, or guardian of the estate for the holder of legal title.) Please provide all of the following information and be sue to sign the application. Use full legal names only. PLEASE PRINT NEATLY! 1. ldentifcation of property: -�3 Current Owner 1 ITIt C C E ,(61 Gt vt c' lam' Current Owner 2 G� i S ck- 1 \ e. I Tn vx ci e.ir— Deed Reference: Book 225'// Paged or Document No. / 2 Street Address sine 1 too ` r D S i 'S T, >- eet Street A-ddress Line 2 (10 2 Village co-ro I iL Z1P o 2 &3 5 Assessor's lnformation: Map 033 Parcel C> 3 -2 p;operry taxes Current? Yes X No❑ Is the property currently on the market? Yes No❑ Home Telephone Number ( `�j------ Woo^ �Rne Number ( ) - Cell Phone Number ( -7-81 )22-Z- 01/ Fax Number ( ) - Mailing Address: (if different from above) StreeT or P O Box Village State ZIP 2. Type of residential Structure is: (check one) Single family home(owner occupied) ❑Condo Sin, !e :w�_�. , y m . u .._D,, family home(rental property only) ❑Multi-family home(number of units) !; ether(describe) .-y is: �checl one) Owner occuspied Occupied by ow4aand tenants, ❑ Tenant occupied only "^r number of ersons in residence: Owner occupied Tenant occupied Ll ages Of residents(number each age) 0-9 10-19 20-39 40-59 60& over Pz.ilding description: Total number of bedrooms •�- 2 %�� Total number of bathrooms �6. as the septic system.been.inspected and certified"failed"? Yes o ❑ lf wes" reside a co of the inspection report. If"no",what sin toms indicate failure,and the p PY p _ r�r,&ir�r nlacen e:, ple replace cesspool(s)with a Title 5 system,replace leaching field,etc. No i,oslaEcT-da dUCura e&i7` Gras e(,/TPt�- 411-o I-) C-e �/ec,� (Please be sure to complete the other side of this form) y.i 1 �• Town ®f Barnstable Barnstable AN Ameeca City Regulatory Services Department � ° ,0" � 39 /�1i Public Health Division \,•.p �b39. �m F` J 200 Main Street, Hyannis VIA 02601 2007 OI'i e.: �08-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO 02�22/2008 Michael and Gisa Belanger Re: 100 Cross Street Cotuit, MA WITH STATE ENVIRONMENTAL CODE ORDER TO COMPLY IT , TITLE 5 rev ondu revealed that your septic system located at 100 Cross otui - u der t e guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: 15.303 Systems Failing to Protect Public Health and Safety and the Environment "(a) 7. A cesspool,privy or any portion of the soil absorption system extends below the high ground water elevation. 2. cesspools and privies near water resources: A cesspool or privy is failing to protect public health and safety, welfare and the environment if any portion of it is within any dimensional criteria below and the local Approving Authority in its professional judgment determines the system is not functioning in a manner to protect public safety, welfare and the environment. a. within 50 feet of a surface water b. within 50 feet of a bordering vegetated wetland or salt marsh In malting a determination pursuant to 310 CMR15303(1)(b), the local Approving Authority shall consider: 1. the condition, design, and treatment provided by the existing system, 2. the vertical separation of the existing soil absorption system from the groundwater 3. the horizontal separation of the existing soil absorption system from the water body; 4. the soil characteristics of the site; and 5. the condition of the water body or wetland, including sensitive use areas such as beaches or shellfish beds." J:\100 cross st.doc II a� T C- "Any system shall be upgraded upon the order of the Department or the local Approving Authority if either determines that a specific circumstance exists by which any system threatens public health, safety,welfare of the environment or cause or threatens to cause damage to property or creates a nuisance. The local Approving authority or department may require such upgrades to be completed within a shorter period of time than specified .in 310 CMR 15.305. Where necessary to protect public health, safety welfare and the environment, the Department or local Approving Authority may require the owner to install a reticulating sand filter or equivalent alternative technology in accordance with 310 CMR 15.202 or to obtain a ground water discharge permit in accordance with 314 CMR 5.00 and 6.00." You are ordered to repair or replace the septic system within two years from the date of this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF T.HE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health Town of Barnstable Barnstable hllMaicaCfiv Regulatory Services Department snwvsrns�.e. ,6MAS& Public Health Division • t a f 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO 03/08/10 Michael and Gisa Belanger Re:100 Cross St. Cotuit, MA In a recent letter 2/24/10 (see attached copy p.3) and phone conversation (3/8/10) you requested a copy of the survey conducted that lead to the 02/22/08 "Order to Comply" letter from Tom McKean. The survey referred to in the letter was a large scale sanitary survey of the 3-Bays estuary, conducted in conjunction with the Massachusetts Division of Fisheries and the Coastal Health Resource Coordinator of the Town of Barnstable. The Fisheries does regular surveys and bacterial testing to classify shellfish areas. My job, as Coastal Health Resource Coordinator, is to coordinate the data and respond to the State's TMDL (Total Maximum Daily Load), which requires the town to limit sources of pollution. After reviewing multiple bacterial data sources (DMF, 3-Bays, Health Division), completing detergent/surfactant tests, completing map analysis (including aerial, flood zones and infrared maps,) the "survey" revealed several bacteria sources related to coastal properties in the 3-Bays, including 100 Cross St. A check.of the Health Division files together with the scientific data triggered the letter to upgrade the system. The specific criteria and the authority to issue the letter were included in the 2/22/08 letter; but I will repeat them below: (from letter 2/22/08 p.5-6) "ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The review of the septic system showed that the system FAILS under the guidelines of ' 1995 TITLE V(310 CMR 15.00) due to the following: , 15.303 Systems Failing to Protect Public Health and Safety and the Environment "(a) 7. A cesspool, privy or any portion of the soil absorption system extends below the high ground water elevation. 2. Cesspools and privies near water resources: A' cesspool or privy is failing to protect public health and safety, welfare and the environment if any portion of it is within any dimensional criteria below and the local f r Approving Authority in its professional judgment determines the system is not functioning in a manner to protect public safety, welfare and the environment. d. within 50 feet of a surface water . b. within 50 feet of a bordering vegetated wetland or salt marsh In making a determination pursuant to.310 CMR15303(1)(b), the local Approving Authority shall consider: 1. the condition, design, and treatment provided by the existing system; 2. the vertical separation of the existing soil absorption system from the groundwater 3. the horizontal separation of the existing soil absorption'system from the water., body; 4. the soil characteristics of the site; and 5. the condition of the water body or wetland, including sensitive use areas such as beaches or shellfish beds." "Any system shall be upgraded upon the order of the Department or the local Approving Authority if either determines that a specific circumstance exists by which any system threatens public health, safety, welfare of the environment or cause or threatens to cause damage to property or creates a nuisance. The local Approving authority or department may require such upgrades to be completed within a shorter period of time than specified in 310 CMR 15.305. Where necessary to protect public health, safety welfare and the environment, the Department or local Approving Authority may require the owner to install a reticulating sand filter or equivalent alternative technology in accordance with 310 CMR 15.202 or to obtain a ground water discharge permit in accordance with 314 CMR 5.00 and 6.00." You are ordered to repair or replace the septic system within two years from the date of this notification." Accordingly, when filling out the loan papers (see attached p.4), the correct answer to #6 should be "no." The letter sent 2M/08 explains the reasons for failure following the State's Code, there was no inspection report used to generate the compliance letter. I hope this is helpful. If,further information is necessary, please feel free to contact me. Sincerely, Karen Malkus. Karen Malkus Coastal Health Resource Coordinator ' karen,malkus@town.barnstable.ma.us - 508-862-4641 , Assessor's map and lot number ✓ Py0i TH E r��y Sewage Permit number . ....����..:.......C...... '`•u��-� ��, . _• v� House number /.00 t BAaa9TABLE, i ........:................. ............................................. 9 MALL �p 1639. �a MAI TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATIOW FOR PERMIT TO ............. TYPE OF CONSTRUCTION .............:toS-')m D ...... ...T.. :. 1..............t 9.2e TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .................. �.!�4sS......:... T2 E7�...............C'CS ( / .,q T. ProposedUse ........... .................. !.� .r' .'.1.. .�9-� ..................................... ................... .......... ...... Zoning District ........................................................................Fire District Name of Owner F � �� i.! .....� �...`,... dress .. '� T............Cb..'c... .. Name. of Builder ............ . 0 ..� �.....Address ............................................................................ ..... Name of Architect .................:. 1 Yd C ...... Address Number of Rooms .........:............... ...;.,,,,..,.,,,,•,,...Foundation diCJ ......................... Exterior ...................clif .,�Q."¢. �1................Roofing (✓U �T Floors2, ..WOOD........................................Interior 1... ..1.1.1.�:,5 ........... Heating � tt ......................Plumbin Fireplace ................ .F Approximate L..4�'�L.17......S ........Approximat C ...........,,,(,....zQ 6 .......... ......... .... Definitive Plan Approved by Planning Board _______________________________19___ , Area .................................. Diagram of Lot and Building with Dimensions lA— SUBJECT TO APPROVAL OF BOARD OF HEALTH w�� ``,, � rN r. l� SCE fi 640 '� ' Ae S/LL N.,j CO 7`0 J T ;�v I hereby agree to conform to all the Rules and Regulations of he Town of B-r s le r Wing the above construction. � 1 �Name . . .. . . .... � n r-- — — — — — — — — — — — — -- N I I N cn } WOOD DECK °$ O t- ( { v� Q3m ! o zr Y I ► -= - —iio I } is= a� I I I I WOOD DECK ( LIVING ROOM } s x I I a,►�C ' v a g I I ~tea ❑ { WOOD DECK Q —_� _ { OPBI70/IBOuE I Ef= i � � y I I �� I rmewei,.osn�sartauoRrAm "D.DOOM"xr,4mffrAw*UnUrMA55H0" �� II e Z LOFT M- I t•= _QJ EN rya uaesnsaaeoo tore.11 GMTOes,ow } DRES�NG I I) are.I� ( +�+ v Q swesnoacwssn+x O / \LOFT CD o C oo _ I W Ltl L— — — — — — — — — — — — — —i p — 0 ~ a ►_ P000eea propoaea SECOND FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN DATE: 04/20 r 2M I SCALE:AS NOTED DRAWING S: t Al - 2 /' �- ��// F C4 I co Z — — -r— — — — — — — — — — - i co _Ocs,n Go �v F--g m Q�o bj e Boa 1 V OOD DECK I Z LZ El rUtROATONIMANWROALL Y ; 117 T MIR )WOOD DECK v I I � I I ROOM CKnowftczLm �w a � I wo DECK .LI I I l I I rI I I } I ( I f I I UL I W I ,o�► 1 �KITClim 0 g w I = W a _ N o w O — I UTLITYATITC { x� ( EXTERIOR: C =. O gore o�.9miart /e„ REPLACE EX15TING ROOFING, 51DING AND TRIM 2 W U- O WITH NEW -MATCH ALL MATERIAL, EW05URE I I I Nnet I N AND 51ZE5 TO EXI5TING. '0 m nuwa�ams \ r I wwce ! u 0 O Q \ I I WINDOWS&EXTERIOR DOORS: p W r O I • ALL EX15TING EMR10R DOOR5 TO REMAIN a m ak Q- w�r�mor 71 I I �e o. I • REPLACE ALL EX15TING WINDCW5 WITH NEW F 1 _ 1 ARCHITECTURALLY CORRECT%MNDOW5, MATCH 5TYLE AND 51ZE-TO,DQ5TING 0 0 H proposed proposed SECOND FLOOR PLAN FIRST FLOOR PLAN DATE: 04/20 1 2011 ,fir cr easnmc veins ww w,s I NMWP"S SCALE:AS NOTED DRAWING a: r� Af■ � ZONE: DIRECTIONS: PERC TEST: 12,286 Wnt �• gtlin��Js <y PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN ENGINEERING RF & RPOD From Hyannis follow Route 28 into Cotuit; for r r r ( SOiL EVALUATOR N0.2376 rt Take vwt a left of the lights onto Putnam Avenue, WITNESSED BY:DONNA MIORANI,RS.-TOWN OFBARNSTABLE Parawota{� x d} Area (min.) 87,120 S.F. and follow to the end; Take a left onto Main arm Screw a # 22, t Frontspa (min) 150' Street- Bear left onto Ocean View Avenue, and IULY18,2008 Tr,tt1B�rrI Width (min) 100' then take a left onto Cross Street; House is n • k { „ rx` SethOCKS: at the end on the left, #100. TEST HOLE- I 1! 5.0 TEST HOLE-2 EL.5.0 F +° f''""''°ad` w �" Front 30' ap srr.. 3 port swell. °' "ba= a,es -.fiiz�t�Br Side 15' FILL FA Q.coo a sec Rear 15' SAN 4.1 il" SAND 4.1 HISTORIC FILL-CIRCA 1900 HISTORIC FILL-CIRCA 1900 F z a te.1 OVERLAY DISTRICT. OR STORM DEPOSITION OR STORM DEPOSITION 1 AP - Aquifer Protection District -Box 7 CLEANCOARSEARKND Y 1. CLEAN COARSE roP N-20 ProPosedd 1�Cdton EL 4d3 Proposed n P oesd 1500 Callon Sptk Tmk Pump Chamber ROWE ksrs Et.401 ':•�'.�• {.Qt .. PERC TEST _ A-1! FLOOD ZONE. 32" 25 GALLONS IN 6 MIN. 2.3 w/Tiro(2 o1 moved Sodmt w/1Mo(2)0.�N owed Sedoa ." ' ,�75.:.� . Zones V17 14 EL El. : $ " 1p3r'y . xy�°• � r z Z ( ) & A23 ( 12 1 MEPERC RATE<2MIN/IN-LIAR-0.T4 1.0 48" LO Community Panel No. J250001 0018 D HISTORIC FILL-CIRCA 1900 HISTORIC FILL.-CIRCA 1"0 th stalls $ LOCATION MAP: July 2, 1992 OR STORM DEPOSITION OR STORM DEPOSITION Q mpoot"dsovelea m Belo.ndya.nt Scale: 1`-- 2,000'.+ 7.SYR NS-VERY DARK GRAY 7.5YR 615-VERY DARK GRAY a o°ds a"t Aa°r CLEAN COARSE SAND CLEAN COARSE SAND sh..t+g 8 row Pe°t 57" 0.25 •c 57" 0.25 •4 r o EL.azs s..sT.eea•d Pwr view ASSESSORS REF.: MONiTORED GROUNDWATER EL. _3.0 96" 1v10NIIORED GROUNDWATER EL. -3A Developed Profile of Proposed Septic System RwrroveAN t rSeb Map 033, Parcel 032 PEAT PEAT Not to J�'t,.ale and Below the S,wte,n end 108" 1255 OLD SALTMARSH -4.0 l 8" OLD SALTMARSH -4.0 coonuiar MMoateeesq d�ea°n CW' (s} CLEAN SAND CLEAN SAND 7.5YR 611-OLIVE YELLOW 7.5YR 6/1-OLiVE YELLOW 1s8" -8.2 158" -8.2 Use raised Raised connections consist of offset adapters,4"PVC sewer and drain pipe P P P High vent on This diagram shows a high vent installed in a D-Box. This configuration 1s connections and 90'elbows. Use raised connections to connect lines of Enviro-Septic® D-Box required in pumped systems or when other restrictions or vents are installed SITE PASSES pipe. They enable greater liquid storage capacity and increase the bacterial between the low vent and the roof vent. surfaces being developed. Here are some diagrams along with installation DIFFERENTIAL VENTING notes. (TYPICAL-NOT TO SCALE) System Sand All configurations of Enviro-Septic0 require a minimum of 6" of system sand HIGH VENT surrounding the circumference of the pipe. Installation Notes:`1• 4' 1. Insert PVC pipe no more than 4"into the offset. Percentage Restrictions -- adapter to prevent air locking. 35% or less of the total sand may be gravel OFFSET 2. Install the raised connection so that the top of 40%-90% of the total sand is to be coarse and very coarse sand.• ADAPTER the 90'bend is level with the top of the offset SUPPORT M1N.,(r Gravel Quality Restrictions 7, adapter. No gravel is to exceed 3/4" in diameter. 3. Pack sand under and around the raised No gravel is smaller than 2mm/.0787"in diameter. (It must not pass through a connection to prevent movement. Low VENT #10 sieve.) FINAL GRADE Coarse Sand Quality.Restrictions TOP VIEW SIDE VIEW END VIEW APN 33-030 No coarse sand is smaller than 0.5mm/.0196"in diameter. at must not pass �- ENVIRO-SEPTIC PIPE LEVEL �o ah• oo. F through a#35 sieve.) / O O o 1 90°PVC Bend STEPHEN HIRSCH BVW20 OVW21 Fines Quality Restrictions :• - .y, 4"PVC Pope ::;' D-Box No more than 2% of the total sand may ass 8VWi9 y p through a#200 sieve. -.,.• _t..L �.• OFFSET ADAPTER ASTM Standard: C-33 (concrete sand) meets the above requirements. FFSET ADAPTER Remote vent " 4"Pvc Plpe Bt� MAX.4 Remote vent piping should slope downward toward the system to prevent ��� ryg• so•PVC Bend piping slope moisture from collecting in the piping and blocking air passage. If site Surrounding Surrounding sand should be either system sand or Title 5 fill, 310 CMR 15.255 J d/sm,7 cr..���''• BVW23 sand (3). Only surrounding sand may be placed under raised systems or where top conditions do not allow the pipe to the vent to slope back toward the system,the low point of the connecting pipe should be drilled to allow drainage 06 �` soil and soil horizons with organic matter have been removed. doe�$�•' '\ provided that the connecting pipe invert is above the highest point of the D- / BVW24 Box and all of the Enviro-Septic®lines. 1' n(BVW16 TIDAL ` POND 1 _ REMOTE VE \ , tx ''ao / ` Raised level Section D-BOX OR END OF 2 o N ENVIRO-SEPTIC LINES ERIAL BED,SECTION OR LINE 2�3 2 �BVW15 EVW25 V M N. 1'MIN. DRILL HOLES AT LOW POINT TO DRAIN CONDENSATION LOW VEN FINAL GRADE t 8VW14 APN 33-031 BVW26 EXISTING I I 1 SAND OUNDING t� N GROUND AREA = 40,1 00± 5F .` CONNECTING PIPE INVERT B•. B1�Y27 BVW29 MUST BE ABOVE TOP OF D-BOX (TO VIEAIM-LOW WATI=RJ _ ��111 1..�1,L��IQN I$TA C OR HIGHEST E S NVIROEIPTiC LINGO BVW5 evwT1 B� BVW4 \ RESTRICTIVE FEATURE ev" Bvw7 BVW6 YSTEM SAND 6"ABOVE AND BELOW LINES Twee L�BVW3 Yogi �02 P \ „-�.••• ` •�BVW30 ram s.PBa anic .1 M ft Plot ' TH-2 sePnc tsxYAX- � �z BVW2� °r r�r1e Glxdde Far 1 BVW33 / 2s'� Aso..For weera or rank Tor �q stF ocaum ter w vsEtr Eilisim s t BVW31 Persr t float Qen6d / _ ileee .10 eEaruo�n `� =B a4 \ 2 cower � � -.. v- �g5.00 > ® ewe s t7.e,ride. i \ / p"W Basic Serial NNarmMth �a,s•Poot.State&Local 1 O Tb or a-a SQSs30 system diagram Here's a plan view of an Enviro-Septic basic serial system. sear.. t {_{' 67'wtt from PwnPs '111 S S ''- ""-` Note: All systems require a D-Box as an observation port. "* �``'° a ""° CATCH S'86 4's _ �w e BASIN iI>` O O O _ r HP o ❑ T.O.B. sod J �\ APN 33-03 1 D-BOX FOR INSPECTION ENVIRO-SEPTIC LINEMR PORT RAISED CONNECTIONS �000 Garton ''--- N/F OFFSET ADAPTERS COUPLINGS OFFSET ADAPTERS �- LAWN r j'100 a� 5TEPHEN HIR5CH DESIGN DATA Pump Chamber Plan View Detail 1000 Gallon B.0.8. 1 STY. Q Single Family-2 Bedrooms+Sleeping Left Not to scale Pump Chamber Section Detail WD. FRM. LAWN With NO Garbage Grinder Daily Flow-110 x 3-330 GPD Not t0 scale J" Septic Tank:330 GPD x 200%-660 GPD 7- SEAWALL V SEAWALL Use i500 Gallon Sep6cTank4 ,; LEACHING AREA ND 1' EY ND LINES o - DECK J I 5V of Envito Pipe Required I fFSET ADAPTER TO VENT BEACH 15VofEnviro Pipe Provided(3-50'PipeRum) SEPTIC NOTES -,--ADDITIONAL 3_SAND DOWN-SLOPE SiDE OF SYSTEMS >10% ? Nj 400 SF of Area Required Per Manufacturer 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours m 448 SF of Area Provided Per Title 5 Prior to Any Excavation For This Project the Contractor shall Make I the Required Notification to Dig Safe(1-883-344-7233). DOUBLE STAKED PROPOSED WORK LIMIT Y 0} BEACH VARIANCES REQUIRED 2.The Contractor is Required to Seale Appropriate Permits From Town Q� 310 CMR 15.211-Minimal Setbacks Agencies For Construction Defined by ibis Plan, \ BALES W/ SILT FENCING -` 'S.A.S.to Crawl Space 3.If Required the Water Line Shall be Constructed in Coorlinatin With �`�► 8'Provided Cotuit Water,and Shall be in Accordance With 248 CMR 1.00-7.00 20'R �1 equir .&310 CMR 15.00.The Water Line Shall be Sleeved Where Required. 1 12'Variance Request 4.A Minimm of 9"of Cover is Requited for Ali Components, so'Required-26L5'Provided 5.All Structures Buried Three Fed PROPOSED or More or Subject N tb \ * to Vehicular Traffic to be H-20 Loading.It is the Engineer's z3.s 321Var2 ee Request Recommendation that H-20 Always be Used. PROPOSED 'S'Required LANDSCAPE WALL O 310 CMR Required -3'Provided-Depth to Groundwater 6.Install Risers and Covers to Within 6"of Finished Grade Over Septic \ HIGH N T T Variance Request(See Note 11) Tank blot and Outlet,Pump Cbambcr Inlet,and D-Box(4 Required). no Riser and Cover on the D-Box Shall be Watertight.install Secured �\ 310 CMR 15.253(2)-Construction in Fill 5 Watertight Riser and cover to Grade over Pump chamber otdlet- ' �-- ..` 56' � \ 2 5' 'SA-S.to Downhill slope \` - i 7 /' `�� W Required 1.Septic System to be Installed in Accordance With 310 CMR 15.00& REMOVE 2 CO 7 ��� 248CMR1.00-7.00Latst Revision and the Town ofBamstable 2' - EDGE TO CENTER (Type) -_ �/ IV Recommended with Barrier Boatel of Health Regulations. UNSUITABLE SOILS I'Proviaea egu TO LIMITS SHOWN ��/ �q`` �'~'�"`� -• 9'varianceRequest 8.Ali Piping to be Sch.40 PVC. I 2' - CENTER ON CENTER (TYP.) ' / 1�^+""` ► _ 9�.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Sump of 6". 3 Code,of the Town of Barnstable q0 "? �� A Splash Plate of Bafle Tee i9 Requite. a � d ` `��� Chapter 360 1-Setback Requiremaris 10.The Separation Distance Between the Septic Tank Inlet and Outet (f w I 50' PIPE RUNS I 'On Site System to B.V.W.and/or Watercourse Tgleta eP G r Shall be No Less than the Liquid Depth.Intl Toes Shall Extend a Minimums of 10" y 100'Required-26.5 Provided s- t Below the Flow Line and an Outlet Tee Shall Extend 14"Below the Flow Line, �As� ` 73.5'Variance Request R and Shall be Bquiped With a Department Approved Filter. �- .4 ' ? r# pj 11.RemedialPermitProvidesForReduction. RELOCATE ( . 7 S BOUYANCY CALCS UNDERGROUND WIRE Q 1 PROVDE SHEETING 1 15oo Gallon Septic Tank AS REQUIRED _._._. UG * AS REQUIRED TO Dry Dead Weight-21,23oLBs *PROPOSED 40 ML r•1 PROTECT FOUNDATION a Uplift-64 LBS/FT3(51-8"X l0'-6')-3,808 LBS/F1 1.75FTX3,808LBM-6,664LBS POLYLINER O O I TO BE INSPECTED LOW VENT 1000 Gallon Pump Chamber � TO BE INSPECTED -� BY ENGINEER Upli�64 USSIiM�,V 10r X 8'-6')-2,627 LBS1F1 BY ENGINEER ,-,-.`. •-. PROPOSED 2.15 FT X 2,627 LBS/FT-5,648 US D-BOX PROPOSED Modified Design PROVIDE THRUST PUMP CHAMBER PROPOSED PROPOSED SEPTIC TANK BLOCKS AS REQUI SEWER LINE W/ CLEAN Per Board of Health 06110109 - Q Q AP p 4a N � CUT AND CAP Modified Design to Innovative Leaching REVISED: System & Lower Leaching Area 05 07 09 Lu EX. SEWER LINE V 0 & REMOVE EX. TI TLE. PREPARED BY- PREPARED FOR: NOTES W B.M. Site Plan 1.) The property line and topographic information DOOR SILL shown was prepared by Hood Survey Group, LLC for EL. 6.4 Zr Proposed Septic Upgrade Sullivan Engineering, Inc. Michael Belanger as shown on Plan Of Land Michael Be/anger dated 31 OCT 07, Topo added July 2008. � /� t 'PO Box 659 1 Osterville, MA 02655 P. 0. BOX 492 2.) The datum used is NGVD 29, a fixed mean -� 100 Cross Street (508)428-3344 (508)428-3115 fax Co t u I t, M 02635 Sea level datum. Detailed Plan View 3.) The intent of this plan is for permitting a Scale. 1"=10' ° BARNSTABLE (Cotuit) MASS, septic upgrade only. --► Draft: J00 30 O 15 30 60 120 DATE: SCALE: 'J Review: Ps 4.) This plan is only valid with an original August 6, 2008 1 stamp and signiture. =36 Proj. # 28008 ZONE: DIRECTIONS: ant RF & RPOD From Hyannis follow Route 28 into Cotuit; teRn sat„cw Take a (eft at the lights onto Putnam Avenue, To""^r,''or Area min. 87,120 S.F. F.F.a:a.4o fthbod erode - ( and follow to the end; Take a left onto Main o Fa L Xe To serve As • r 4 Frontage min) 150' Street Bear left onto Ocean View Avenue, and m p•ethon Pat r nKit arq - Width (min 100' Fa a_SOD Fa a.z2s Setbacks: ) then take a left onto Cross Street; House is a a.703 at the end on the left, J100. •� , , rr. Front 30' Side 15' FARtHno°tt r U.ess Rear 15° aPPRox a f a s'o o.eao Propaw Too a 6,221 OVERLAY DISTRICT: ^� El-°'° YY 3 �I t t• �� s A P L ptk Tank 6•�en p...,.•. IMF AP - Aquifer Protection District "Y � '^Y � d •,: •; tt , •• � ` ,...� ' �Fu; is(* %I rea(2)coot.a Approved natant r/two(2)tbats of Approved s dm a.aa� eat.a 0.53 a.+.ac FLOOD ZONE: - �- b � w3 Zones V17 (D. 14) & A13 (El. 12) Community Panel No. d'othibr to eGto«Adpo.oe Qad«a,e Aaove tia«+dwntr #250001 0018 D � �"to wow P.oe LOCATION MAP: ,July 2, 1992 See tLtaa.d Plop t9,r Develop m ed Profile of Proposed Septic System Raow AN Uaratte6N Sots far Units Scale: t"= 2,000'- PERC TEST: 12,286 Of"s'of the Pr►retr of Not to scale and Bdor tM Syrt m and PERFORMED BY:PETER SULLIVAN,PE-SUI LIVAN ENGINEERING Rap/000 Meth Clow&aI ASSESSORS REF.: Sold "°` '� /� WITNESSED BY:DONNA MiORANDI,RS.-TGWN OF BARNSTABLE (�A Mop 033, Parcel 032 MY 18,2008 APN 33-030 A o �A\ TEST HOLE-I EL.5.0 TEST HOLE-2 EL.5.0 WF �° �yg 'O°• F FILL FILL 5TEPHEN HIR5CH BVW20 BVW21 Pre u" SAND 4.1 11^ SAND 4.1 Owde BVWf9 HISTORIC FILL-CIRCCA 1900 HISTORIC FILL-CIRCA 1900 AMM, / /" \, OR STORM DEPOSMON OR STORM DEPOSITION 9•-mtn 7.5YR 6!6-VERY DARK GRAY 7.5YR 6/6-VERY DARK GRAY X-mox OwpaII FN IA�ry evx�8 CLEAN COARSE SAND CLEAN COARSE SAND B y ry°j 32" PERC TEST 2.3 25 GALLONS iN 6 MIN. 2" ` Pro sea» /VWf7 �i3 PERCRATE<2MIN/B4 48" 1.0 48" LO 4 P°'fp/ptOd 4•aaa,-pna,rut.d le I P HISTORIC FILL-CIRCA 1900 HISTORIC FILL-CIRCA 1900 1'-0" � OR STORM DEPOSITION OR STORM DEPOSITION 7.5YR 615-VERY DARK GRAY 7.5YR 615-VERY DARK GRAY 6" '°eua�'w'aaAw stun« PM~Pajow 57" CLEAN COARSE SAND 0.25 - 57"i WEAN COARSE SAND 0.25 *war Sh - �Bvs TIDAL Bvw2a ) 1 W MONITORED GROUNDWATER EL. -3.0 96„ MONITORED GROUNDWATER EL, -3.0 8° o0ons POND 1 log" .4-0 108" :4.0 Cross Section Of Leaching Bed Cd BVW15 CLEAN SAND CLEAN SAND . Z(O = BVW25 7.3YR 611-OLIVE YELLOW 7.5YR 6/1.OLIVE YELLOW Not t0 Scale Q0a 158" -8.2 158" -8.2 [%VW14 APN 33-031 B►W26 SEMC NOTES for, ` to 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 24'/ Arrow For \ to Prior to Any Excavation For This Pwjcct the Contrachr Shall Make °f BVW13 d the Required Notification to Dig Safe(1-888-344-723:). outside o r t For AREA = 40,1 00'f' 5F t3o m Btn1,23 2.The Contractor is Required to Secure m or eq App pruhtc Pcnnts From Town -� BVW27 o Agencies For Construction Defined by This Plan. n w Par / ,,,,,` y;0 2 eVWJ2 (TO MEAN LOW WATER) m r�y�, evw2B 3.If Required the water Line Shall be Constructed in Coxdination wire afro Fadara.state A t oeet 1 least BVw5 Cotuit water,and Shall be in Accordance With 248 CZAR 1.00-7.00 04:tawe coder � , , «- w ra Bvw11 Bvws Bvwa \ &310 CMR 15.00.The Water Line Shell be Slowed P 7hero Required. 4--4" PI an o.-ad. � �ft� °°j �h' ' •1 BVW10 �-•'�" .�. BVW8 BVW7 B : 4-ristall Risers to Within 6"of Finished Grade(5 Requiicd)- Nanos Of!a-0.so \ „�� \ `-` •�--... (}�BVW3 5.All Structures Buried Three Feet of More or Subject auk om o �BVW30 to Vehicular Traffic to be 11-20 Loading.It is the Eng6ieee's r y pWooded POO a 5i1 © Recommendation that H-20 Always be Used." a .. SEPTIC w[rtauE• \2 BVW2 6.Septic System to be Installed in Accordance With 310 MIR 15.00& -� BVW33 , 248 CAR 1.00 7.00 Latest I'.evision and the Town e'9amstable B. ' 4 BVW32 1 , 7.All Piping to be Sch.40 PVC. 1000 Gallon o B'/"�' s. Below the shoo Extend a Minimum of 10" Pum Chamber Plan View Detail �•G Yl Below the Flow Line. p 1000 Gallon s p oR% 0 9.d Shall he Shag Extend 14"Below the Flow Line, PROPOSED WORK LIMIT Not to scale Pump Chamber Section Detail `^ a Equiped With a Gas Baffle. S DOUBLE STAKED HAY Not to Scale CATCH ,� w p ''� \ BALES W/ SiLT FENCING eAsrrr + tr APN 33-031 ❑ ❑ T.O.B. S°• 1 i i i i i r i i r i i i hr N/F PROPOSED LAM F POO Q� 5TEPHEN HIR5CH LANDSCAPE WLLA O B.O.B. i STY. I WD. FRM. DESIGN DATA Single Family-3Bedroom 7- 1 OJ REMOVE 2' ��`' �- �- �" , to SEAWALL SEA WALL -- UNSUITABLE `\ 2 With No Garbage Grinder - , , SOILS 56, Daily Flow-110 x 3-330 GPD t 1 � ' TO LIMITS SHOWN Septic Tank:330 GPD x 2001%-660 GPD p L_ DECK _JO Use 1500 Gallon Septic Tank - BEACH N\ �Gw S.A.S. iV LEACHING AREA vQ 1 330 GPD 10.74-446 SF Required Bottom Am Only=(W x 56)-448 SF i } BEACH VARIANCES REQUIRED Q�° UNDERGROUND WIRE 1' 310 CMR 15.211-Minimal setbacks _`-� P AS REQUIRED 0s.A.S.to Crawl Space � *PROPOSED 1 PROVIDE SHEETING IT RequVariance Re uesProvided 40 ML O ' PROTECTAS FOUNDATION IRED TO PROPOSED 12'Variance Request `\ POL YUNER 's.As.to B.V.W. BOUYANCY CALCS Sly Required-26s'Provided 1500 Gallen septic Tank r+ .; PROPOSED 310 CMR 15.255(2)-Construction in Fill 23.Y Variance Request Dry Dad weight-lz,aoo Les .�` D-BOk PROPOSED Uplift 64 LBS/FT3(5-r X 101=3,808 LBS/FI dr 0 PM t8 =s.n.s.to Downhill slope 1.75 FT x 3,808 LBSJPT=6,664 LBs LL3l �, PUMP CHAMBER PROPOSED IW Required loon Gallon Pump timber C \ , 9 t{$ >, SEPTIC TANK PROPOSED Prorz Ceaea with Barrier Dry Dead weight-8,800 LBs �T�j �� Q Q SEWER LiNE uplift-64 LBS&13(4'-l0"x 8'-6•)-2,627 LBS/Ff 17- �` ,, t �• W CUT AND CAP 9'Variance Request 2.15 Fr x 2,627 LBS/FT-5,648 LBs p * ¢ EX SEWER LINE Code of the Town of Barnstable �� e `�.` Chapter360.1-SetbackRequirements �Aa/ �` ,,� ,• Detailed Plan View & REMOVE EX. *On site system to B.V.W.aad/nr watcroomse J �1 ;• O SYSTEM U o Scale:1 -10 B.M. i 1t71Y Required-26.5°Provided 73sverianceRequest DOOR SILL i EL. 6.4 T/TLE.° Site Plan PREPARED BY- PRE-PARED FOR: NOTES 1.) The property line and topographic information shown was prepared by Hood Survey Group, LLC for Proposed Septic Upgrade Sullivan Engineering, Inc. Mic Michael Belanger as shown on Plan Of Land h Q 2/ BE'/qn get July 2008. dated 31 OCT 07, Topo added At PO Box 659 . Osterville, MA 02655 P. o. Box 492 2.) The datum used is NGVD '29, a fixed mean 100 Cross Street (508)428-3344 (508)428-3115 fax sea level datum. Cotuit, MA 02635 -� 3.) The intent of this plan is for permitting a BARNSTABLE (Cotu►t) MA,9S. Draft: JOD 20 0 15 30 60 1 septic upgrade only. 2a .� DATE.° SCALE: Review: PS 4.) This plan is only valid with an original August 6, 2008 1 =30 Prof. 1 28008 stamp and signiture. &,kit V, - ZONE: DIRECTIONS: PERC TEST: 12,286 PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN ENGINEERING wnt Gry� RF & RPOD From Hyannis follow Route 28 into Cotuit; SOIL EVALUATOR NO.2376 ro.Ant Take a left at the lights onto Putnom Avenue, WITNESSED BY:DONNA MIORANDI,RS.-TOWN OFBARNSTABLE Area min. 87,120 S F. 3 ;,��•� ts, (min.) and follow to the end; Take a left onto Main Fronts a (min) 150' Street; Bear left onto Ocean View Avenue, and IDLY 1s,2oog •'PM ts �3 k Width gmin) 100' then take a left onto Cross Street; House Is o„ror a Setbacks: at the end on the left 1100. TEST HOLE- I EL.5.0 TEST HOLE-2 p1 5.0 rr a ��M ?t""' • '• e i f�i•e ;: 9 ' ' `� Front 'Side 130 F.G FL a0 a,opoetlm Port,iS•• , ° a' Rear 15' FED FILL a seo 3� . �'' ~x.,Gf S�F TC�h'��S �'�• 11" SAND 4.1 1 N" SAND 4.1 Fl,OOR OVERLAY DISTRICT: IMORICFbL-CIRCA190o HISTORIC FE.L-CIRCA 19W a t o I. a 4.15 Q Aeo OR STORM DEPOSITION OR STORM DEPOSHTON PiepoaaJ rrt AP - Aquifer Protection District 7.5YR616-VERY DARK GRAY 7.5YR616-VERY DARK GRAY a CLEAN COARSE SAND CLEAN COARSE SAND PrepDaad 120 Guam Prepoaac 1�Gdkn EI 4a3 `� '.; 32" Svtk To* PWW aambar Fk.E str.. FLOOD ZONE. PfiRC TEST 2a art.�ee�, art•nreeor/5•s °� 25 GALLONS IN 6 MIN. Zones V17 £1. 14 & A13 EL 12 ) ) 48" PERC RATE<2 MIVIN-LTAR-0.74 l A AM r/ire(�t?oeb oI appoNe Soolant a/71ro(Z)lk+aN of A➢Frowd Soolan Community Panel No. 1.0 � 1250001 0018 0 HISTORIC FILL-CIRCA 1900 HISTORIC FELL-CIRCA 19W . LOCATION MAP: ,, As,�at July 2, 1992 OR 37.ORM DEPOSITION OR STORM DEPOSITION Scale: 1"= 2,000'f 7.SYR 6/5-VERY DARK GRAY 7.SYR 6/5-VERY DARK GRAY tom« 57" CLEAN COARSE SAND 0.25 57" CLEAN COARSE SAND 0.25 1.6 coda but Abo r 4tay.�wdr 4'W" ASSESSORS REF.: " MONITORED GROUNDWATER EL. MONITORED GROUNDWATER EL. Developed Profile of Proposed Septic System tt.aar.Aa tsnulkala Soft 3.0 96" -3.0 area,s•of am Pranetr Of Map 033, Parcel 032 Not to Scale sd Adoaw, a,o0PEAT PEAT ,Ar 1 " OLD SALTMARSH 4 0 t0" OLD SALTMARSH -4 0 saw uq Ito Gtn tsas (3). CLEAN SAND CLEAN SAND 1s3" 7.5YR 6/1-OLIVE YELLOW 8a 158.1 7.5YR 611-OLIVE YELLOW -82 Use raised Raised connections consist of offset adapters,4" PVC sewer and drain pipe, High vent on This diagram shows a high vent installed in a D-Box. This configuration is connections and 90°elbows. Use raised connections to connect lines of Enviro-Septic` D-Box required in pumped systems or when other restrictions or vents are installed SITE PASSES pipe. They enable greater liquid storage capacity and increase the bacterial between the low vent and the roof vent. surfaces being developed. Here are some diagrams along with installation DIFFERENTIAL VENTING notes. (TYPICAL-NOT TO SCALE) System sand All configurations of Enviro-Septic®require a minimum of 6" of system sand 1' Installation Notes: HIGH VENT surrounding the circumference of the pipe. 4' 1. Insert PVC pipe no more than 4" into the offset adapter to prevent air locking. Percentage Restrictions OFFSET_ 2. Install the raised connection so that the top of 35% or less of the total sand may be gravel. ADAPTER the 90° bend is level with the top of the offset 10 40%-90% of the total sand is to be coarse and very coarse sand. SUPPORT MIN. Gravel Quality Restrictions 7° adapter. No gravel is to exceed 3/a" in diameter. 3. Pack sand under and around the raised No gravel is smaller than 2mm/.0787"in diameter. (It must not pass through a connection to prevent movement. LOW VENT FINAL GRADE #10 sieve.) TOP VIEW SIDE VIEW END VIEW .�, Coarse Sand Quality Restrictions APN 33-030 J ti No coarse sand is smaller than 0.5mm/.0196" in diameter. (It must not pass ENVIRO-SEPTIC PIPE LEVEL •'� t� `TP s' O O O 90•PVC Bend WF `l,: F through a#35 sieve.) ;;� 4"PVC Pipe 5TEPHEN HIR5CH Boo evw21 Fines Quality Restrictions :, :ti; D-Box � -'�, No more than 2% of the total sand may pass through a#200 sieve. -' �BVW19 \ OFFSET ADAPTER o / ASTM Standard: C-33 (concrete sand) meets the above requirements. OFFSET ADAPTER Inwx.4" Remote vent Remote vent piping should slope downward toward the system to prevent 4"PVC Pipe P moisture from collecting in the piping and blocking air passage. If site /,�� svwls evlwr2 -so•PVC Bend Piping slope P P g g . P g 2 evw1� Surrounding Surrounding sand should be either system sand or Title 5 fill, 310 CMR 15.255 conditions do not allow the pipe to the vent to slope back toward the system, ® �N°• evw2s sand `err (3). Only surrounding sand may be placed under raised systems or where top/,o / °, p• the low point of the connecting pipe should be drilled to allow drainage soil and soil horizons with organic matter have been removed. provided that the connecting pipe invert is above the highest point of the D- Box and all of the Enviro-Septic lines. BVWl6 TIDAL ` BVW24 POND � REMOTE VEN o • 3 3 D-BOX OR END OF e o N Raised level section ENVIRO-SEPTIC LINES ERIAL BED,SECTION OR LINE TO DRAIN CONDENSATION 5 BVW25 �'N}N. 1'MIN. DRILL HOLES AT LOW POINT I� LOW VEN FINAL GRADE SURROUNDING 18VWt4 APN 33-031 BVW26 EXISTING I I ER 1 SAND GROUND74 BVW13 L o __0 __© �. AREA = 40,100± SF ` BV 8VW12 BVW27 CONNECTING PIPE INVERT •3, \�• (TO MEAN LOW WATER) Bvw28 i^" MUST BE ABOVE TOP OF D-BOX O, s 1SEP,AR�IOL/��C OR HIGHEST ENVIROSEPTIC LINE BVW11 BVW9 BW6 RE1SLT/RICTIVE FEATURE �BVW4 \ YSTEM SAND 6"ABOVE AND BELOW LINES osa BVWIO�.�.•••�0�... BV" BVW:• BVW6/r' �� -ey►•.. 1...d_....ryr....PS p�BVW3 ia3i ou pbe 24 0 lDMlb:AEDMNr $UW tFGRAW► \? BVW2 DEMO PLAN VW 8VW33 / r F O\ r N rpm Lv� en aaatrn de G BVWI !nowt an r --�8 evws2 •evw3a Ten Pratee stet.a toed 1 O tlooe �- - 1 Basic serial Here's a plan view of an Enviro-Septice basic serial system. ,r„•"OA,w M '� 1 . _ Pama,a-&42 - system diagram n� PuWnfi"Off Q Sows of T t Note: All systems require a D-Box as an observation Port. 000 y q fto1 fix qmdw EXAs� '� ❑ ❑ T.O.S. so• ' APN 33-03 I -� D-BOX FOR INSPECTION ENVIRO-SEPTIC LINE PORT RAISED CONNECTIONS N/F 2 �- 1`"""`' - I OFFSET ADAPTERS COUPLINGS-,, OFFSET ADAPTERS 1000 Gallon � B.O.B. LA 1 S 0 QQ`` 5TEPHEN HIR5CH DESIGN DATA L Pump Chamber Plan View Detail 1000 Gallon Single FainilyGar3 Oduder- Pump Chamber Section Detail 1 W. FRM. � tAwN with No t3arbge t3riader Not to Scale P 1 - I Daily Flow-110 x 3-330 GPD Not to Scale Septic Talc 330 GPD x 200A-660 GPD Z 1 SEAWALL SEAWALL Use 1500 Gallon Septic Tank ES +� W• . r • .. DE„ r . . .. . . .. "r LEACHING AREA A Y N IN 1 cx of Eaviro Pipe Required 16FFSET ADAPTER TO VENT , � 150Required HI of Envito Pipe Provided BEACH d� SEPTIC NOTES L _,e-ADDITIONAL 3_SAND DOWN-SLOPE SIDE OF SYSTEMS >10% _J tNj 0 400 SF of Area Required 1.Location of Utilities Shown on This Plan Are Apptox.At Last 72 Hours as SF of Area Provided Prior to Any Exavation For This Project the Contractor Shall Make PROPOSED WORK LIMIT the Required Notification to Dig Safe(1-888-344-7233)BEACH VARIANCES REQUIRED 2.The Cooha«or is Required to Seem Appropriate Permits From Town DOUBLE STAKED HAY 310 CMR 13.211-Minimal Setbaein Agencies For Construction Defined by This Pion. \ BALES W/ SILT FENCING t •s.A.S.to Crawl Space 3.If Regnira!the Water Line Shall be eonaweted in Coordination with 20 Regnved-8 Provided Cotuit Water,and Shall be in Aocoadana With 248 CMR 1.00-7.00 12'Varienoe Request A 310 CMR 15.00.The Water Lim Shall be Sleeved Where Required r r r r r r r r r r r r r ly` r r r r r r r h . in]um of 9" f Co ver]e Required for All Components. .1 *SAS.to B.V.W. 4 A M tp 5.Ali Structure Buried Three Foes or Mare or Subject N m 233Y VarianceRequired-Request"d°� \ LANOS�APEEWALL * �O to Vehicular Traffic to be H-20 Loading.It o the Bngimefe 310 CMR is.zlz-Depth a Groundwater 6.Install R a d Caverthat Hs w Winn6' fF�shed Grade Over Septic Hl GH VENT 5 Required-q Provided ! Tack Lila and Outlet,Pump Chamber lulet,and D-Box(4 Required). 2'Variance Request ,,s t::L •TC 11 310 CMR 15.255(2)-Construction in Fill The Riser and Cover on the D-Box Shall be Watertight.install Segued 5, Ova C�T(� *SAS. Reqo Downhill uired qui S�6 7.Septic Sys tent bye Inssalled in Accordance with 310 CMR 15.00 et REMOVE 2• - - - ►� \ 2 ChuAcr Owlet 5 r /T ItT Reoom>m�ea with B.trier 248 CMR 1.00-7.00 Latest Revision and the Town of Bamstable UNSUITABLE SOILS 9"Variance Request 8•ADPiPravided Board°ingtobe To uMrrs SHOWN Code of the Town of Barnstable 2' \ a/ 9.D-Box Shall Have a Miniannn inside Dimension of 12",and a Minimum Sump of 6".Chapter 360-1-SetbackRequi>emmH eale A Sphue Plate of B Tools Require.d \ Separation D The Se 10. pistance Betwem the Septic U 1 *On Site sy.lem to B.V.W.and/or Watercourse tic Tank inlet and Oat G jy 1 100•Required-26.5'Provided Shall be No Less then the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10" 73.51 variance Request Below the Flow Lim and on Outlet Tea Shall Exlend 14 Below the Flow Lim, 1 ti 7 J 4_ and Shag be Egaiped with a Department Approved Fitter, L/ RELOCATE \ BOUYANCYCALCS t\, l a.w Lt✓i( ��U> QJ'� UNDERGROUND WIRE-1 ( i PROVIDE SHEE77NG _ 1500 Gallon Septic Tank _ Dry Dad weight-z1,23oLBs AS REQUIRED -. UG * AS REQUIRED TO Uplifted a LBs/rr21,230x1rc61-3sosLBS/Fr `"Q ^�� *PROPOSED 40 ML �� PROTECT FOUNDATION 1.75 Fr x 3,808 UWT-6,664 LB3 / POL YLINER TO BE INSPECTED PROPOSED 1000 0allou Pamp Chamber TO BE INSPECTED O ..� BY ENGINEER LOW VENT Dry Dad weight-14,500 LBs BY ENGINEER Uplift-64 LBS/Fr3(4'-l("x V-6')-2,627 I.BS/FT _-PROPOS .-,-. 2.15 Fr x 2,627 LBM-s,648 LBS D-BO PROPOSED PROVIDE THRUSTS PUMP CHAMBER PROPOSED PROPOSED BLOCKS AS REQUi __j SEPTIC TANK SEWER LINE UT Modified Design to Innovative Leaching o m � Q CUT AND N AP R Ll REVISED: System &Lower LeachingArea 70-5107109 * l.J_; � &REMOVE EA.E SYSTEM 17 TLE Site Plan PREPARED B Y:• PREPARED FOR: .NO TES � �� W B.M. 1.) The property line and topographic information DOOR SILL • shown was prepared by Hood Survey Group, LLC for EL. 6.4 Proposed Septic Upgrade Sullivan Engineering, Inc. Michael Belanger as shown on Plan Of Land Michael Belanger I dated 31 OCT 07, Topo added July 2008. (b t PO Box 659 Osterville, MA 02655 P. 0. BOX 492 2.) The datum used is NGVD '29, a fixed mean -� 100 Cross Street (508)428-3344 (508)428-3115 fox o sea level datum. Detailed Plan View Cotuit MA �2635 ° 3.) The intent of this plan is for permitting a Scale:1"=10' '^ 4F (Cotuit) MASS.BARNSTAB � Draft: JOD 30 p 15 30 60 120 septic upgrade only. DATE: SCALE: Review: PS 4.) This plan is only valid with an original August 6, 2008 1 =30stamp and signature. Proj. # 28008