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9999 FALMOUTH ROAD/RTE 28 - Health
TALMOUTH Rh, COTUIT A=e 102 h f 1' I ,j z I 1 I CIO -A o Commonwealth of Massachusetts Executive Office of Energy &.Environmental Affairs ' r . Department of Environmental Protection Southeast Regional Office•20 Riverside Drive, Lakeville MA 02347 508-946-2700 Charles D.Baker Matthew A.Beaton Governor Secretary tom; Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner July 13, 2018 Winston Steadman II All Cape Environmental Services 7 Stratford Ln P.O. Box 235 Yarmouth Port,Massachusetts 02675 Re: NOTICE OF NONCOMPLIANCE Enforcement Document Number: 00005191 ( BWR ) Noncompliance with M.G.L. Chapter(s) M.G.L. c. 21 §§ 26 through 53, 314 CMR 12.00 and 314 CMR 5.00 At: Cotuit Meadows 9999 Falmouth Rodd Barnstable,MA MassDEP Groundwater Permit No. 850-0 Issuing Bureau: BWR Issuing Region/Office: SERO Issuing Program: WPC Subpgm(s) Cited: Groundwater Dear Mr. Steadman: Department of Environmental Protection(MassDEP)personnel have observed or determined that on and after June 1,2017,activity occurred at Cotuit Meadows, in noncompliance with one or more laws,regulations, orders,licenses,permits,or approvals enforced by MassDEP. Enclosed.please find a Notice of Noncompliance, an important legal document describing the activities that are in noncompliance. The document includes a written description of(1) the This information is available in alternate format Contact Michelle Waters-Ekanem,Director of Diversity/Civil Rights at 617-292-5751. TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Enforcement Document number: 00005191 requirements violated, (2) the actions MassDEP now wants you to take, and (3)the deadline for taking such actions. If you have any questions, please contact Christos Dimisioris at (508) 946-2736 or me at (508) 946-2814. Very truly yours, Brian A. Dudley, Chief Wastewater_Management. Cape and Islands. D\CD Enclosure:Notice of Non Compliance, RTC List and Data Printout Certified Mail: 7017 1450 0000 0281 7511 cc: Office of Enforcement(2) Cotuit Meadows Homeowners Association,Inc. 1046 Main Street, Suite 11 Osterville, Massachusetts 02655 Barnstable Public Health Division 200 Main Street Hyannis, Massachusetts 02601 PAMy Documents\850-0 NON 2018.docx Gr Enforcement Document number: 00005191 NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Based on the Department of Environmental Protection (MassDEP) records, noncompliance occurred or was observed at Cotuit-Meadows on and after June 1, 2017, in violation of one or more laws, regulations, orders, licenses,permits or approvals enforced by MassDEP. This Notice of Noncompliance describes (1)the requirement violated, (2)the date and place on which MassDEP asserts the requirement was violated, (3)either the specific actions which must be taken in order to return to compliance or direction to submit a written proposal describing how and when you plan to return to compliance, and(4)the deadline for taking such actions or submitting such a proposal. If the required actions are not completed by the deadlines specified below,an administrative penalty may be assessed for every day after the date of receipt of this Notice that the noncompliance occurs or continues. MassDEP reserves its rights to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including, but not limited to, criminal prosecution, civil action including court-imposed civil penalties, or administrative action, including administrative penalties imposed by MassDEP. NAME OF ENTITY(S) IN NONCOMPLIANCE Winston Steadman II All Cape Environmental Services 7 Stratford Ln P.O. Box 235 Yarmouth Port,Massachusetts 02675 (Hereinafter referred to as `you') LOCATIONS)WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: Cotuit Meadows 9999 Falmouth Road Barnstable,MA MassDEP Groundwater Permit No. 850-0 DATE(S)WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: June 1,2017 and continuing. Enforcement Document number: 00005191 DESCRIPTION OF NONCOMPLIANCE: The Department of Environmental Protection(MassDEP), Wastewater Management Program records indicate that your facility is in violation of- 1. 314 CMR 5.16(20) (a) which states: (a) Monitoring Reports. Monitoring results shall be reported on a Discharge Monitoring Report(DMR) at the intervals specified in the permit. If a permittee monitors any pollutant more frequently than required by the permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR. Beginning on December 2, 2017, a permittee shall submit all DMRs electronically, using the electronic reporting system designated by the Department. A permittee may seek a waiver of this requirement by submitting a written request for the Department's approval. 2. 314 CMR 12.07 (2)which states: (2) Records of operation of wastewater treatment facilities or disposal systems required by the Department shall be submitted on forms supplied by the Department, on other forms approved by the Department for such use, or through eDEP. Monthly reports shall be certified by the wastewater treatment plant operator in charge and submitted by the tenth calendar day of the following month,unless otherwise specified in the permit. The Department may change the date of submittal upon receiving a written request from the person explaining the reason that 3.14 CMR 1200 imposes an unreasonable hardship. i No waiver request has been received or granted, and electronic (eDEP) DMRs for the months of August 2017, September 2017, October 2017, December 2017 (partial) and January 2018 were not submitted for this facility as required by MassDEP regulations. CORRECTIVE ACTIONS TO TAKE AND THE DEADLINE FOR TAKING SUCH ACTIONS: On or before date August 9, 2018, Respondent shall take the following actions: 1. a) Submit to MassDEP DMR's for the months of August 2017, September 2017, October 2017,December 2017 (partial) and January 2018 for the influent, effluent, and monitoring wells,pursuant to MassDEP Groundwater Discharge Permit No. 850-0, along with laboratory data OR, b) If no DMR(s) exist for the month(s) specified in(a) above, then submit to the Department chain-of-custody documentation for the samples taken in that month(s) along with a written explanation detailing why the monitoring results are not available for those samples. Ck Enforcement Document number: 00005191 2. From the date of this NON forward, sample the influent, effluent, and monitoring wells as directed by Groundwater Discharge Permit No. 850-0 and submit this data via the eDEP system within the proper timeframe as directed by the permit. The Groundwater Discharge Permit requires these reports be submitted on a monthly basis to the Mass DEP Southeast Regional Office, the DEP Boston Office and the Barnstable Board of Health. The eDEP submittal done on a timely basis satisfies the requirement for submittal to both MassDEP offices. Information on how to register for eDEP submittals can be found at hops://edep.do.mass.gov/: 3. Notify MassDEP in writing(letter or email) that Permittee has complied with requirements 1 and 2 above. Responses required for_items 1-and.3 above shall be sent to: Christos Dimisioris MassDEP Southeast Regional Office 20 Riverside Drive,Lakeville,MA 02347 Christos.Dimisioris@Mass.gov And Linda Barba MassDEP Groundwater Discharge Program One Winter Street Boston,MA 02108 Linda.Barba@state.ma.us IMPORTANT INFORMATION A civil administrative penalty may be assessed for every day that you are in noncompliance with the requirements referred to in this notice as provided in G.L. c. 21A; § 16. Notwithstanding this Notice of Noncompliance,the Department reserves the right to exercise the full extent of its legal authority in order to achieve full compliance with all applicable requirements including, but not limited to, criminal'prosecution, court-imposed civil penalties, or civil administrative penalties. Issuance/date mailed: July 13, 2018 q Certified Mail 7017 1450 0000 0281 7511 Brian A. Dudley, Chief Wastewater Management— ape and Islands Grbundw«pier Discharge Report Forms I MassDEP Page 1014 The Proof of Identity form verifies your identity by notarized signature and your authority to submit DMRs for the y� Groundwater Discharge facility and to appoint someone else to do so. I'L In order to file DMRs through eDEP,the Groundwater Discharge Permittee must file the Proof of Identity form. How Do I File the Proof of Identity form? • Login or Create Your Account:eDEP Online Filing iQ • From My Homepage go to My Profile->Proof of Identity. f � • Check the Apply for Proof box and select Groundwater Discharge Permittee from the dropdown menu. �� • Enter the Federal Tax Identification number(TIN)and the Business name for the facility and click Apply. Check the Apply for a Groundwater Discharge Permittee box,enter the permit number,enter a designated Authorized Agent's name and company name if applicable.Click Apply. • Print the Standard Proof of Identity form,and have it signed and notarized.Mail the form to the address indicated at the top of the form. You will be notified via email when the Proof has been processed and the DMR forms are available online. What is an Authorized Agent and how can the Agent submit my DMRs? An Authorized Agent is a person designated by the Permittee to submit the DMRs for the facility.To do this the Agent sets up his own eDEP account,NO PROOF REQUIRED. Once the Permittee's Proof of Identity has been processed;he/she will receive instructions for affiliating the Agent with their account.The affiliation will allow the Agent access to the DMRs under their own eDEP account.Whatever forms are submitted by the Agent will also be viewable from the homepage of the Permittee's account. When are the groundwater monitoring reports due to be submitted to DEP? The timeframe for submitting groundwater reports through eDEP is as stated in each groundwater discharge permit and is no different from when the previously submitted hard copies were due.For the majority of permits reports are due,by the 15th or the 30th of the month following the sampling event. What do I need to submit with my eDEP reports? The new eDEP groundwater forms are the Groundwater Program's official"DMRs"for monitoring data.Operational records required by 314 CMR 12.00 and any additional compliance sampling beyond,permit requirements should also be submitted each month.eDEP provides a place for this information to be typed in at the Comments section and/or attached electronically. At this time the Department is not requiring that laboratory reports be submitted with reports submitted through eDEP. Please be advised that per the groundwater regulations permittees are required to maintain all records,logs and data reports on file for a minimum of 3 years. Should I still submit hard copy reports to the regional office and Board of Health? Your eDEP submittal serves as both the submittal to the regional office and the Boston office as required by your permit. Copies of these reports still need to be sent to the local Board of Health.This can be done either via hard copy or,if the Board of Health Agent registers as a user on eDEP,via the Share feature. Why are there parameters on the Daily Form that are not required by my permit? The Daily form is the only form that is not permit specific.The daily form is a static form listing possible parameters that could be required to be monitored daily in any permit.If a parameter on the daily form is not required by your permit then the fields for that parameter should be left blank. What should I do if there are missing or"extra" parameters on my forms? If,when filling out your Discharge Monitoring Report form and Monitoring Well Data Report form,you notice that there are parameters listed that are not required by your permit,or required but not listed,or listed under the wrong frequency of- sampling,please contact the Groundwater Permit Program at 617-556-1029 or 617-556-1150. Please be advised corrections to the eDEP forms will take 24 hours to appear online. When does someone leave a field blank in the report form? The Daily form can have blank fields and the detection limit field can be left blank on all other forms.All the data fields on the other groundwater forms need to be completely filled out in order to be validated and submitted. http://www.mass.gov/eea/agencies/massdep/service/approvals/groundwater-discharge-report-forms.html 9/18/2017 Gr6undwater Discharge Report Forms I MassDEP Page 3 of 4 What do I enter in the fields for the Volatile Organic Compounds not analyzed by the method used? The VOC list is comprised of compounds for Method#624 and some additional compounds.For any compounds not tested enter"NS"for"Not Sampled"in the field. If you find there are compounds tested that are not on the list,note these compounds and their results in the Comments page for the Transaction. What values other than numerical values can be entered in each field? The values that can be entered in a field are dictated by the parameter.Possible entries for the fields are noted at the top of each form and are as follows: ND=For a parameter that was tested and found"Not Detected" TNTC="Too numerous to count'for fecal and total coliform results NS="Not Sampled"-For use when a sample was required but none was done(explanation should be provided in the Comments section) DRY=Indicates that there was not enough water to sample a monitoring well YES/NO=MS-2 phage testing only <or>=For these values,enter the number value of the result only and note the<or>in the comments section. If I monitor a permit parameter more frequently than required by the permit how do I submit these results with eDEP? Per the Groundwater Discharge Permit Regulations,any additional compliance sampling beyond permit requirements analyzed by approved methods must be reported to DEP.At this time,because the Discharge Monitoring Report form and Monitoring Well Data Report form are based on the monitoring frequencies of each permit,there is not a field for"extra" samples.Therefore these parameters will need to be reported,inclusive of the date of sampling,either in the comments section,as an attachment with the submittal or mailed in as hard copy(with a note stating such in the eDEP comments section)on the proper DMR form. If I monitor a permit parameter more freauently than required by the permit,which result should be reported on the eDEP groundwater form? The results submitted on the groundwater forms(DMR&MWDR)should be the maximum result obtained.Averages should not be submitted. For example,if two separate samples are run during the same week for a weekly BOD requirement,then the maximum result should be entered on the appropriate groundwater weekly form and the.other result,inclusive of date of sampling, noted either in the comments section,sent as an attachment with the submittal or mailed in as hard copy(with a note stating such in the eDEP comments section)on the proper DMR form. Can I add data taken at a later time to a submitted form? Once a groundwater form has been submitted it is no longer available for data entry or changes,only viewing and printing. If you tested the monitoring wells for the quarter but were unable to sample a well that was dry,the quarterly MWDR form would be submitted with the results for the wells tested and a"DRY"in the fields for the one that was not.If in the next month you were able to sample the dry well you would not be able to update the previously submitted form.Instead these results,inclusive of date of sampling,should be noted in the comments section of the next submittal made,attached electronically with the next submittal or mailed in as hard copy(with a note stating such in the eDEP comments section)on the proper DMR form. How do I complete my submittal? Section B.of the Groundwater Permit Form in eDEP is where you select each form to be filled out for your submittal and where you indicate that all forms for the submittal have been completed.This can be done in two different ways:. 1. Check the box"All forms for submittal have been completed"instead of choosing a form in B.1 or, 2. Select a form from the drop down menu at B.1 and check the box at B.2,"This is the last selection." Either of these options will complete Step 1 and move you to the next step of the submittal process.For further detail on completing a submittal please see the Groundwater eDEP Instructions. http://www.mass.gov/eea/agencies/massdep/service/approvals/groundwater-discharge-report-forms.html 9/18/2017 I Groundwvxer Discharge Report Forms MassDEP Page 4 of 4 Did you find the information you were looking for on this page? O Yes O No Send Feedback ©2017 Commonwealth of Massachusetts. EEA Site Policies Contact EEA About EEA Public Records Request Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. I http://www.mass.gov/eea/agencies/massdep/service/approvals/groundwater-discharge-report-forms.htmi 9/18/2017 Grcundwzder Discharge Report Forms I MassDEP Page 1 of 4 The Official Website of the Executive Office of Energy and Environmental Affairs 41 Energy and Environmental Affairs ;m P+}EEA Home > Agencies > MassDEP > Permit&Reporting Forms > Groundwater Discharge Report Forms J Groundwater Discharge Report Forms 1. Instructions 1MB r Service Center 2. eDEP Online Filing A", Frequently Asked Questions Groundwater Discharge Permit Discharge Monitoring Reports(DMRs)can now be submitted electronically using the eDEP Online Filing System. To get started,the Permittee needs to create an eDEP account.Creating this account will require the submittal of a Proof .' of Identity form in hard copy to DEP.Once the Proof is processed,the permittee will be notified and will be able to submit I reports through eDEP or designate an Authorized Agent to submit the reports. A to 2 Quick Links r To learn more about eDEP and the Groundwater Forms, lease read these frequently asked questions: _ice Center P 4 Y q Service Center Index 0� Who can submit Groundwater DMRs through eDEP? • What is a Proof of Identity and do I need to submit one? I Permitting Assistance o. .......... • How Do I File the Proof of Identity form? Billing Questions and Assistance • What is an Authorized Agent and how can the Agent submit my DMRs? Fees and Payments • When are the DMRs due to be submitted to DEP? Frequently Asked Questions • What do I need to submit with my eDEP reports? Transmittal Form and Number • Should I still submit hard copy reports to the regional office and Board of Health? Fast Track Permitting • Why are there parameters on the Daily Form that are not required by my permit? Find Your Regional Office • What should I do if there are missing or"extra"parameters on my forms? • When does someone leave a field blank in the report form? • What do I enter in the fields for the Volatile Organic Compounds not analyzed by the method used? • What values other than numerical values can be entered in each field? • If I monitor a permit parameter more frequently than required by the permit how do I submit these results with eDEP? • If I monitor a permit parameter more frequently than required by the permit which result should be reported on the eDEP groundwater form? • Can I add data taken at a later time to a submitted form? • How do I complete my submittal? Who can submit Groundwater DMRs through eDEP? The Groundwater Discharge Permittee,a person with authority for the permit,needs to set up an eDEP account and submit a Proof of Identity form.Once the Proof is processed the permittee will be able to submit the DMRs through that eDEP account. On the Proof of Identity form the permittee may designate an"Authorized Agent".The Agent sets up an eDEP account but is not required to submit a Proof.The Agent will be affiliated with the Permittee's account which will allow the Agent access to the DMRs.Any submittal made by the Agent will also be accessible through the Permittee's account. What is a Proof of Identity and do I need to submit one? http://www.mass.gov/eea/agencies/massdep/service/approvals/groundwater-discharge-report-forms.html 9/18/2017 t_ � I oFtHEr�, Town of Barnstable Barnstable ti Regulator Services Public. Health Division 1"e�`ac'1 snxNsrABLE, '- 9 MASS. Thomas McKean,Director pr 1639• 2 2007 I, 00 Main Street ED iNA't . Hyannis, MA 02601 Office: 508-862-4644 Fax`. 508-790-6304 December 6, 2016 To Whom It May Concern: Please allow this letter to confirm that the Private Wastewater Treatment Facility located in the Cotuit Meadows Subdivision in Cotuit, Massachusetts,is not required to have an inspection of the system pursuant to the provisions of 310 Code of Massachusetts Regulations 15.000 et. seq. ("Title V" Inspection). The system operates pursuant to a groundwater discharge permit issued by the Massachusetts Department of Environmental Protection and is monitored through permit requirements. Further, please be advised that Cotuit is a village within the Town of Barnstable, Massachusetts. There is no "Town of Cotuit". Very truly yours, omas McKean Director of Health Division Town of Barnstable, MA Q:\SEPTIC\12-6-16 Letter for VA from McKean re Cotuit Meadows does not need Title 5,inspection.doc COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONME DEPARTMENT OF ENVIRONMENTAL PROTE IM fl CAPE COD OFFICE 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK LAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner December 12,2008 Mr. John M. Riordan RE: BARNSTABLE—Certificate of SGC Engineering LLC Compliance-Interim System for 501 County Road CotuitTMeadows,9.999 Falmouth-Road Westbrook, Maine 04092 Transmittal No. W 139847 Dear Mr. Riordan: Enclosed please fmd the Certificate of Compliance for the above referenced project. If you require additional information,please contact meat(508)771-6047. Very truly yours Brian A. Dudley Bureau of Resource Prot ec on PAD/ Enclosure (I COC) cc: Mr. Thomas McKean, Health Agent Board of Health 200 Main Street Hyannis, MA 02601 Enclosure(I COC) Mr. Alan Hoover Bayside Building, Inc. P.O. Box 95 Centerville, MA 02632 This information is available in alternate format.Call Donald M.Comes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. MassDEP on the World Wide Web: http:ltwww.mass.gov/dep Z1«l Printed on Recycled Paper COMMONWEALTH.OF MASSACHUSETTS . EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS MM DEPARTMENT OF ENVIRONMENTAL PROTECTION CAPE COD OFFICE s 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK LAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY L.AURIE BURT Lieutenant Governor Commissioner No. W139847 CERTIFICATE OF COMPLIANCE Description of work: ❑ Individual Component(s) ■ Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed (X), Repaired ( `), Upgraded ( ), Abandoned O by Cotuit Equitable Housing, LLC, 9999 Falmouth Road, Barnstable,Massachusetts has been installed in accordance with the provisions of the approved design plans/as-built plans relating to application No. W 139847, dated June 22, 2007. Approved Design Flow: 9,900 gallons per day(gpd). Installer: Northern Sealcoating and Paving, Inc. (see certification letter dated August 21,2008) Designer: SGC Engineering, LLC (see record drawing-dated August 21, 2008 and certification letter dated November 14,2008). This Certificate of Compliance supersedes the 3,300 gpd limit issued by MassDEP on September l 4,2008 and allows utilization to full 9,900 gpd capacity of the system. The undersigned has received certification from the installer and designer that the system was installed in accordance with the approved plans. Inspector: ��r Date: � l Issuance of this Certificate of Compliance shall not be construed as a guarantee that the system will function as designed. 5 This information is available in alternate format Call Donald NI.Gomel,ADa Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep Zia Printed on Recycled Paper -\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONME DEPARTMENT OF ENVIRONMENTAL PROTE 'COPY CAPE COD OFFICE 1 s 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner September 4, 2008 Mr. John Riordan RE: BARNSTABLE -- BRPWP06, Cotuit SGC Engineering, LLC Meadows;9999=Falmouth Road, 501 County Road Groundwater Discharge Permit#SE 0-850 Westbrook, Maine 04092 Transmittal No. W139847 Dear Mr. Riordan: On August 22,2008 MassDEP personnel inspected the interim subsurface sewage treatment and disposal system at the above referenced facility. The system had been approved on September. 5, 2007 for a flow of 9,900 gallons per day(gpd)to serve Phase I of the facility. Upon testing,the pressure distribution system was unable to generate the design distal pressure and could not be approved for the design flow. However,with six(6)of the eight(8)beds active in the soil absorption system(SAS),sufficient distal pressure was achieved. Accordingly,MassDEP will allow the system to be utilized for no more than 3,300 gpd. No additional flow will-be permitted without written authorization by MassDEP. If you have any questions or require additional information,please contact me at( )771-_-1 6047. 1 Ln Very truly yours, s N " Brian A. Dudley } °° f`n Bureau of Resource Protec ion BAD/ This information is available in alternate format.Call Donald 51.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Za Printed on Recycled Paper 2 cc: Mr. Thomas McKean,Health Agent Board of Health 200 Main Street Barnstable,MA 02601 Mr. Brian Dacey Cotuit Equitable Housing, LLC c/o Bayside Building 1645 Route 28 Centerville,MA 02632 Mr.Matthew Eddy Baxter Nye Engineering& Surveying 78 North St. —3Td Floor Hyannis, MA 02601 p:\bdudley\wwtfapp\bamstable\cotuit meadows interim COC.doc f I No.-------------------- Fee--------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Well Con0ructionPermit Applic tion i hjereby made for a permi to C struct ( ), Alter ( ), or Repair ( )an individual Well at: Location - Address �s�es sors Map and Parcel — Owner Address ---- -- -- -- ----- --- -- ---------- Installer - Driller Address Type of Building Dwelling--------------------------------------------------------- Other - Type of Building No. of Persons------------------------------- Type of Well t "A —-------- Capacity Purpose of Well- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signe - -- --- -- ---- - - -- - - - Application Approved By ------- -- --- --- -— ---- -- ------------- date Application Disapproved for the following reasons:--------------------------------------------------_—---—---- ------------ -- --_--__---_--- ---------- ----- ----- --- - ------------------------ -------------------- date PermitNo.'-- --------- ---- -- Issued------------------------------------------------------------------- date ------------------------------------------------------------------------------------------------------ - -- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif sate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (',-.Y Altered ( ), or Repaired ( ) by-- ------------------------------------------------------------------------ - ---- -- -- Installer at-----?--<-1q, - - -�- ------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------------------------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------- - --------------------------- - -- Inspector-------------------------------------------------------------------------- ------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Well itootruct ion Permit No. ---------------- ' Fee--------------- Permission is hereby granted 4-1—— -------------------------------------------------------- -- -- to Cons ucrd Alter ( ), or Repa' ) an Individual Well at: No. - - ---------------------------------------------------------------------------------------------------------- Street as shown on the application for a Well Construction Permit No. ------------------------- - - -- -- - Dated---- --------------------------------------------------------------------- Board of Health DA:E— -- -- ------------- - - I . f No.-------------------- Fee-------------------- BOARD OF HEALTH f TOWN OF BARNSTABLE I i Zipprication-*rMelt Congtructionilermit Application is h by made for a permit to Construct ( ), Alter ( ), or Repair ( an individual Well at: ----------�---!--- - ~ r z ` : �_ - --- - �- �C- - ------- Location — Address T Assessors Map and Parcel Owner Address 1 Installer — Driller 'r w - Address/ y Type of Building Dwelling ! Other - Type of Building---------------------------- No. of Persons------------------------ —__—_________ I Type of Well Capacity YP �.- -- - - ------ - - ---— 1 Purpose of Well.lc2k2 , _kT/'� -- ------- Agreement: r The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of T4he Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed---' - " — -- --- - -- — date Application Approved By—--------- -- -- -----------— - — - - date Application Disapproved for the following reasons:---------------------------_____________________________-_ _______________ ----------- -- ------------- - ------------------------------------------------------------------------------------ date Permit No. --=------------ ---- -- ------ Issued--------=----------------------------------------------------------- date -------------------------------------------------------------------------------------------------------- I BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( u/Altered ( ), or Repaired ( ) by r Installer _j� - If - - - - - ---------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------------------------Dated----------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------- - — — ----------------- -- Inspector------------------------------------------------------------------------- -------------------_-------------------------- - __® - ------— ------ BOARD OF HEALTH TOWN OF BARNSTABLE- � . Melt' Cottgtructionperttit INo. ---------------- Fee---------------- Permission is hereby granted- ---;--, --------------------------------------------------------------- to Const uct S�a�)-,Alter ( ), or Repair`(� ) an Individual Well at: I0. Street as shown on the application for a Well Construction Permit No. ---------------------------- - ---- ---- -- -- - Dated--- —----------------------------------------------------------------------- ------------- Board of Health DATE---------------------------------- --- — -- No. Fee-------_--- ---- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion,for V ell Cootruct ion Permit Ap li t' hereby made for ermit to C nstruct r4), Alter ( ), or Repair ( )an individual Well at: - �� _ _ems. -i� --- -- ----------------------------------- Location — ddress Assessors Map a d Parcel �R_ A Z_ _ o --�--ate _�- '�ak",,i_Ll ° Owner �— Address ____t� Installer — rill Address Type of Building ' Dwelling s Q--- \V---- Other - Type of Building--------------------------- No. of Persons-------------------------------- -- Type of Well V Capacity- ,C)--� - - - - --- Purpose of Well Lt_v_t- t�Y_1----------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a ertifi a Complia a has been issued by the Board of Health. z5o. h:V Signed -- -- - ------- — date Application Approved By �^ -6' �� -- ----------------------------------- ------- - -------------- date Application Disapproved for the following reasons:-------------------------------------------------------------------------------- - —-- - ------------- ---—- - - - - -----------------------------------------------—__---- date Permit No. ^- --- —-------- Issued ---- -- - r a ----------- —----------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compha cc THIS IS TO CERTIFY That the Indi idual W 11 Constructed'( Altered ( ), or Repaired ( ) by----------- — P- -- �� ------------------------------------------------------------------------------------------------------ Installer at- -RQ � =---------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protectio Regulation as described in the application for Well Construction Permit No d1a� ---- ---Dated-- - ---------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- --- — -- —--------- ----- -- Inspector--------------------------------------------- ------------------------ N. ---------------- Fee----------- -------- BOARD OF HEALTH TOWN OF BARNSTABLE App[icat ion,forVell Congtruct ion Permit E AP li ti hereby made for a ermit to Construct ((-'), Alter ( ), or Repair ( )an individual Well at: Location — `�ddress Assesssors Map a d Pazcel ! A ,�q Lis Owner Address — �c � __ b- ----- ------------- _._ � A c Installer Drill Address Type of Building C { Dwelling C-cp.-d-la-spacQ i Other - Type of Building ------- No. of Persons-------------------------____—______________ Type of Well—- LA -F v-- - -------- Capacity-,01-G--I ---------------------- Purpose of Well ---------------- ---- J Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certifigate Complia a has been issued by the Board of Health. Signed ---- ------ — date Application Approved By _� ----- ----- I! Cy date Application Disapproved for the following reasons:---------_-___—_________________-________________________________—__________ --------------------------------------------------------------------------------------------- date -- ------- Issued ---- -- � Cam- - — Permit.No. �--� _ --(�^\_ date •-------------------------------------------------------------------------------------------------------- l BOARD OF HEALTH t TOWN OF BARNSTABLE" ' Certificate Of Comotta re _ THIS IS TO CERTIFY That the Individual Well Constructed ( Altered ( ), or Repaired ( ) by - - P-5------- ------------------------------------------------ Installer at------- - ;--� -- '�- .yv-i-0 e ---------- --6----------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protectio f Regulation as described in the application for Well Construction Permit No a -^ �b� --Dated__- _-6'd o THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. lyDATE---- ---------------- -------------------------- - -- Inspector--------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------- I f " BOARD OF HEALTH i TOWN OF BARNSTABLE f lVell Cootructionpermit ( No. ---------------— Fee--------------- Permission is h eliy granted— —_ � 1� ___�____�1 11n ____________ ------------ ------- to Construct ( , Alter ( ), or.Repair ( ) an Individual Well at: No. - - -- -- - --— -- - ----—------------------------------------------------------------- ---------------------------------------------- street as shown on the application for a Well Construction Permit No. ---------------------------- ---- ---- -- - - Dated--- --►----- ------------------------------ ----------- -(S .-p Board of Health DATE-- -- ------ -- - -- -— kti \ CERTIFICATE OF ANALYSIS Page: 1 ! Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/6/2007 Manuel Roderick Roderick Construction Order No.: G0744247 P O Box 370 Marstons Mills, MA 02648 Laboratory ID#: 0744247-01 Description: Water-New Main Sample#: Sampling Location: Cotuit Meadows Cotuit,MA Collected: 11/26/2007 Collected by: C.Lapham Received: 11/26/2007 Test Parameters ITEM RESULT UNITS RL MCL Method# Analyst Tested. Note Total Coliform 1 (51) CFU/l00mL 0 0 MF-SM 9222B AF 11/26/2007 Approved By: 7 (Lab irector) /Z 1-7�zoa ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 `= CERTIFICATE OF ANALYSIS Page: 1 b Barnstable County Health Laboratory � l Report Prepared For: Report Dated: 12/6/2007 �~ Manuel Roderick Roderick Construction Order No.: G0744257 P O Box 370 Marstons Mills, MA 02648 ° Laboratory ID #: 0744257-01 Description: Water-New Main Sample#: Sampling Location: Cotuit Meadows Cotuit,MA Collected: 11/27/2007 Collected by: C.Lapham Received: 11/27/2007 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested Total Coliform 3 (29) CFU/100ml- 0 0 MF-SM 9222B 11/27/2007 F Approved By: / (Lab ctor) -7 M ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRO RS DEPARTMENT OF ENVIRONMENTAL PRO fCn l SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508- - DEVAL L.PATRICK IAN A.BOWLES Governor .. Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner November 14,2007 Mr. John Riordan RE: BARNSTABLE -- BRPWP06, Cotuit c/o Baxter and Ndye Engineering& Surveying Meadows, 9999 Falmouth Road, 78 North St.—3r Floor Groundwater Discharge Permit#SE 0-850 Hyannis, MA 02601 Transmittal No.W 139847 Dear Mr. Riordan: The Department has completed its Technical Review of the permit application listed above and determined that,based on information presently in the record,the permit will either be denied or conditions imposed that would significantly modify or restrict operation of the project or activity as proposed. The additional information required by the Department is listed below. In accordance with 310 CMR 4.00,you have 200 days from the date of this letter to submit the additional information (*see deadline date below). However,the Department requests that you submit the information as quickly as possible to insure completion of the review in a timely manner. The Department may, at.its option,agree to a written request for an extension of the time allowed to submit the additional information, if the request is received within the time specified above. Further, you may,within 45 days, elect in writing to proceed on the application and supporting , materials as they presently stand. If you elect to proceed in this manner you may not modify:the application and supporting materials in any way. Following the Department's receipt of theme T request, a decision will be issued to grant or deny the permit within 45 days, subject;to any ..- adjustment in the schedule according to 310 CMR 4.04(2)(d)2, or 4.04(2)(d)3. Additional information required is as follows: , cJ t�) T, 1. A revised hydrogeological evaluation at a design flow of 54,420 gpd must be provided:' 2. Septic tank volume must be based on a design flow of 54,420 gallons per day d). 3. The effluent disposal field must be sized based on a design flow of 54,420 gpd. Based on the infiltrative area provided,additional field tests are required to justify a loading rate higher than is proposed. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep Z�� Printed on Recycled Paper C 2 4. Flow equalization pumps should be sized for a flow greater than 22.5 gpm. It is recommended that the design consider a flow of 45 gpm. 5. More detail on the flow equalization pumping sequence and timer controls must be provided. 6. Provisions must be made for a ventilatiowsystem in the treatment building that allows a' ` minimum of 12 air changes per hour. 7. The plans do not specify a location for-the emergency generator. 8. The engineering report mentions spill containment for the chemical drums; however, containment is not apparent on the plans. 9. The calculations for the off-site nitrogen offset need further refinement. 10. Please provide an agreement with an off-site property or properties for nitrogen offset. 11. Please provide details for a sewer connection for the off-site property or properties. 12. Please provide more details on the dosing of citric acid and sodium hypochlorite to the ,�t�. . filter chamber and, if proposed, to the soak tank. ,., .�,. 13. Please provide details on water main and sewer crossings to insure adequate vertical separation or other mitigating measures. 14. Please specify thrust blocking on all bends,tees and wyes on the force main and reference the thrust block detail as shown on Sheet C-21. 15. Please consider reorienting the location of the water main at the cul-de-sac of Spring Brook Lane to avoid a sewer crossing. 16. Please provide a profile of the sewer force main with all necessary appurtenances. urtenances. 17. Please reorient SMH 33 and SMH 21 so that changes in flow direction do not exceed 90 degrees. Please review changes in directions at all sewer manholes to insure that they do not exceed 90 degrees. 18. Please provide plans and specifications for the sewage pump station shown on Sheet C- 4.2. 19. On Sheet TF-1,please show revised location of SMH 12 per the approved shared system plans. 20. On Sheet TF-2,please show revised tee/baffle arrangement per the approved shared system plans. 21. On Sheet TF-3,please note that the line from the septic tank to the effluent pump station is only for Phase I. 22. On Sheet TF-3,please show revised tee baffle arrangement per the approved shared system plans. 23. On Sheet TF-4,the alarm level should be below the sewer manhole inlet. 24. On Sheet TF-5, there should be two(2) eyewash stations located next to each of the chemical storage areas. 25. On Sheet TF-8 please clarify the unidentified Tag#coming off the UV disinfection unit. 26. On Sheets DS-1 and DS-2,please show the revisions per the approved shared system plans. Following receipt of the information above,the Department has 200 days to complete a second technical review. Should the application, based on submittal of the additional information,be deemed incomplete a second time,the application will be denied in accordance with 310 CMR 4.04(3). Please submit the additional information requested above with.the enclosed Supplemental I 3 Transmittal form to the Department as soon as possible to avoid further delays in processing your application. If you have any questions,please contact me at(508) 771-6047. Very truly yours, Brian A. Dudley Bureau of Resource Protection Deadline Date: June 2,2008 BAD/ Enclosure cc: Mr. Thomas McKean,Health Agent Board of Health 200 Main Street Barnstable,MA 02601 Mr. Brian Dacey Cotuit Equitable Housing, LLC c/o Bayside Building 1645 Route 28 Centerville,MA 02632 Mr.Matthew Eddy Baxter Nye Engineering& Surveying 78 North St.—3rd Floor -Hyannis,-MA 02601 ec: DEP-Boston Attn:Wastewater.Management I COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONME DEPARTMENT OF ENVIRONMENTAL PROTEC rfoltnpY CAPE COD OFFICE UV 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK IAN A.BOWLES Governor .Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner September 5, 2007 Mr. John Riordan RE: BARNSTABLE -- BRPWP06, Cotuit c/o Baxter and N7e Engineering& Surveying Meadows, 9999 Falmouth Road, 78 North St.—3` Floor Groundwater Discharge Permit#SE 0-850 Hyannis, MA 02601 Transmittal No. W139847 Dear Mr. Riordan: The Department of Environmental Protection has completed a review of the application for an interim shared sewage treatment and disposal system("shared system")to serve Phase I of the approved referenced facility. While the ultimate buildout for the facility will be for a maximum daily flow of approximately 53,000 gallons per day(gpd),this approval limits sewage flow to 9,900 gpd serving only Lots 30 through 39 and Lots 47 through 66. With your application you submitted a set of engineering plans consisting of ten(10) sheets,the first of which is titled: "PLANS IN SUPPORT OF j SHARED SYSTEM PERMIT APPLICATION FOR ' WASTEWATER FACILITIES FOR PHASE I OF =' 1 COTUIT MEADOWS _ > 124-LOT SUBDIVISION zz = PHASE I: 30 LOTS & WASYEWATER DESIGN FLOW , 10,000 GPD - r LOCATED ON 9999 FALMOUTH ROAD COTUIT-BARNSTABLE, MASSACHUSETTS AUGUST 2007 PROPOSED BY: WASTEWATER FACILITIES COTUIT EQUITABLE HOUSING, LLC COTUIT MEADOWS SUBDIVISION P.O: BOX 95 9999 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS COTUIT-BARNSTABLE,MASSACHUSETTS This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the Wodd Wide Web: http://www.mass.gov/dep C.* Printed on Recycled Paper r 2 SHEETINDEX ..M G-1 GENERAL LOCATION PLAN G-2 GRADING PLAN TF-1 WASTEWATER TREATMENT FACILITY SITE PLAN. TF-2 WASTEWATER FACILITIES FLOW DIAGRAM&HYDRAULIC PROFILE TF-3 SEPTIC TANK&EFFLUENT PUMP STATION DS-1 WASTEWATER TREATMENT SYSTEM SITE PLAN THESE PLANS HAVE BEEN PREPARED TO SUPPLEMENT THE PLANS FOR THE COTUIT MEADOWS SUBDIVISION THAT HAVE BEEN PREPARED BY BAXTER NYE ENGINEERING & SURVEYING, 78 NORTH ST., 3RD FL, HYANNIS MASSACHUSETTS. A PORTION OF THESE PLAMS HAVE BEEN PROVIDED BELOW. C-4.1 COTUIT MEADOWS SUBDIVISION MASTER UTILITY PLAN C-4.2 COTUIT MEADOWS SUBDIVISION MASTER UTILITY PLAN PREPARED BY: SGC ENGINEERING, LLC 501 COUNTY ROAD TARGET TECHNOLOGY CENTER WESTBROOK,MAINE 04092 20 GODFREY DRIVE, SUITE 200 TEL: 207-347-8100 ORONO,MAINE 04473 FAX: 207-347-8101 TEL: 207-866-6571 FAX: 207-866-6501" The Barnstable Board of Health approved the shared system on May 15,2007. The submitted plans propose a shared system designed to treat 9,900 gallon per day(gpd)(thirty(30)three(3) bedroom single family residences)that includes two(2) 16,000 gallon septic tanks, a 6,000 gallon pump chamber and soil absorption system served by pressure distribution. The Department hereby approves the shared system subject to the following: 1. Construction shall be in strict conformance with the submitted design report, soil absorption system plans cited above and provisions of this approval.No changes shall be made without the prior written approval of the Department. 2. Flow is strictly limited to a design flow of 9,900 gpd under the terms of this approval. Any increase in flow resulting in a design flow greater than 9,900 gpd will require a wastewater treatment works approved and permitted pursuant to 314 CMR 5.00 3. Subsurface components of the system shall not be backfilled or otherwise concealed from view until the Department has conducted an inspection and permission has been granted by the Department to backfill the system. 4. A clear water test of the proposed wastewater treatment works must be performed prior to the system being put on-line. The clear water test shall be scheduled at least twenty-one(21) days in advance so that Department personnel can be present. 5. Fourteen(14)days prior to the clear water test,a contract for engineering consulting services, for a term of two(2)years, shall be submitted to this office for review. I Town of Barnstable Zoning Board of Appeals Daniel M. Creedon;III,Chairman �Ep MP' Planning Division - 200 Main Street, Hyannis, Massachusetts 02601 Thomas A.Broadrick,Director Planning,Zoning&Historic Preservation Phone(508)862-4785 Fax(508)862-4725 Date: September 12, 2005 To: Thomas McKean,Health Director Town of Barnstable,Health Division 200 Main Street,Hyannis,MA 02601 From: Daniel M. Creedon,III, Chairman Zoning Board of Appeal Reference: Request for Review of Chapter 40B,_Comprehensive Permit Application--Cotuit Equitable Housing,LLC ZF9999 Falmouth Road•(Route 28) Cotuit;M&A Enclosed is a Chapter 40B Comprehensive Permit application submitted by Cotuit Equitable Housing; LLC for the development of 128 single-family dwellings. The proposed development is to be located on a vacant lot of 50.44 acres fronting on Falmouth Road(Route 28)and Noisy Hole Road. The property is located in Cotuit(Barnstable)Massachusetts, abutting the Barnstable Town Line with Mashpee,MA. Thirty-two(32)of the units are to be affordable units marketed to qualified low and moderate-income households. The Comprehensive Permit process designates the Zoning Board of Appeals as the local permitting agency. The Board is requesting your agency's review of the application and would appreciate knowing any of your concerns with respect to the proposed plans and development prior to issuing a decision on this application. This Comprehensive Permit is being scheduled for a public hearing on September 28, 2005 at 8:00 P.M. If you could provide your comments to the Board's Office by September 22, 2005 it would be greatly appreciated. Should you need any additional information, please contact Art Traczyk,Principal Planner. or Ellen Swiniarski,Administrative Assistant at 862-4785. Thank you for your participation and assistance. Attachment: Comprehensive Permit Application Cotuit Equitable Housing,LLC CC - 4 3 6. Fourteen(14)days prior to the clear water test,a copy of a contract with a licensed septage hauler shall be submitted to this office. Said contract shall state the approved facility where the septage/sludge and industrial waste is to be transported for final disposal. Said contract shall be good for at least one(1)year. 7. Fourteen(14)days prior to the clear water test,an operation and maintenance manual prepared in accordance with 314 CMR 12.04(1)shall be submitted to this office for review. 8. Fourteen(14)days prior to the clear water test, written certification that the system was constructed in accordance with the submitted design report and soil absorption system plans cited above shall be submitted by a Professional Engineer registered in the Commonwealth of Massachusetts. Nothing in this provision is intended to interfere with the right of the Department to inspect the facility at any time during construction in order to assess compliance with this approval. 9. Fourteen(14)days prior to the water test, a spare parts inventory list for the new equipment shall be submitted to this office. All spare parts must be on-site at the time of the clear water test. 10. This approval pertains to the discharge of sanitary waste only.Non-sanitary waste shall not be discharged into the proposed wastewater treatment facility. 11. The owner/operator of the system shall properly operate and maintain the system at all times in accordance with this approval and shared system plans cited above. 12. The owner/operator shall furnish the Department,within a reasonable time,any information, which the Department may request to determine whether cause exists for modifying, revoking,reissuing or terminating this approval or to determine whether the owner/operator is complying with the terms and conditions of this approval. 13. The facility served by the system and the system itself shall be open to inspection by the Department at all reasonable times. 14. As-built plans of the wastewater treatment works shall be submitted to this office of the Department within thirty(30)days of the Department's authorization to operate the facility. 15. In accordance 310 CMR 15.290(2)(e)the Grant of Title 5 Covenant and Easement shall be filed with the Barnstable Board of Health and MassDEP. Should you have any questions regarding this matter,please contact me at(508)771-6047. Very truly yours Brian A. Dudley Bureau of Resource Protec ion BAD/ Enclosure (2 sets of plans) cc: Mr. Thomas McKean,Health Agent Board of Health 200 Main Street Barnstable,MA 02601 Enclosure (1 set of plans) 4 Mr. Brian Dacey Cotuit Equitable Housing,LLC c/o Bayside Building 1645 Route 28 Centerville,MA 02632 Mr. Matthew Eddy Baxter Nye Engineering& Surveying 78 North St.—3rd Floor Hyannis, MA 02601 ecc: DEP-Boston Attn: Wastewater Management p:\bdudley\wwtfapp\bamstable\cotuit meadows interim plan approval.doc ; 3 Excerpt from Oct 11, 2005 Board of Health Meeting: B. Cotuit Equitable Housing, LLC, Brian Dacey, Manager—9999 Falmouth Road, Cotuit, 50.4 acre, submitting development, Scrimshaw Village of Cotuit, of 128 single family homes with attached garages, sanitary wastewater treatment plant proposed. Members of Board located the small triangle proposed to hold the septic just outside the zone of contribution. The rest of the complex would be in the zone. Brian Dacey is not present. It is unclear if they are all 2 bedroom with a portion as affordable housing. Who bears the costs if the system fails? This is totally out of the Board's jurisdiction. It was only on the agenda to inform the Board of upcoming projects. L i Eccco T' wn ®f nsl�B[ Department of Health, Safety, and Environmental Services . Public Health ®ivisi®n 9 0�.t A 367 Main Street, H annis MA 02601 FAIXL7 Date: a a. 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Pp_- p rF, Roll Off Containers Capacity, 10-15 Yds •:1 •1 icfree Consultation& � + I ` x ResidentiaLService, I u 1 1 xy } Skef,iCIST8 in w "y4r�" "x Sent01'CI#lz DISC.QI�nCt "• ',: <� I gl,� sLAFE� ff Attic&Cellar Clean Outs uil Licensed �� � 4 JISPHACT,SHINGLES -3 1 8 d s 8 Andy s Ln Falmouth -540 7147 ' > y ro •, qt BPCO-/IV6 CUSTOM'COPPER WORKiF 11 a p p;STORAGE&,DISPOSAL I� and'-Insuredr ASPH9LlSN/N6Lfs GUTTERS 8 DOWNSPOUTS x , ,DRUBBERROOFSPECIALISTS Llciq'116084 4_3960�RWHwy'jGiam -5 - 6&a FREE Est.tm-a l _ Resld$nbal,,Comm rdat_- ' Toll Free Dial L 877 940 3838 ou SenurrG`ttrxe Dtscourtt ' Uc#_10664� F a. / Advance,e, Wasf4ystems Inc �i FUI L.Y�I�f�ENSED&e INSURED t a d See Our Display-Adl Page 359 7N ME = � •1 800 992 `466T = �; ' j 378 Route 130 San�ygcn tifolrFree r%l 1 800— 331756 = I��� � pp;� t� •.a g • f7:N�EIN�TON�FID:RDENNIS hU�`�� � _ !r .- , '- 4 and/oradveltisements I �h srf U h re co q: Cla �..w,• . . R....d-;«,.:.s. �i n �tia?���, of s rca a nt�nue , I s ti f 3584 RUBBISH': 33378`' l� Rubbish-A Garbige,Removt (Cont'd►3 BAYSID1 I)ISPO`SAL F s 4. - 3 All SeeState Waste Inc Our Display Ad Page 359' CONTAINER SERVICE (2 .30°yds-Cap.) t 376Washington Norwell z CONSTRUCTION DEBRIS REMOVAL _; _ o ree Dial 1— 888 559.09pg WHEELED WASTE-CARTS •' RECYCL-ING SE .VICE BFI:II F 1 ti HOME' OFFICE&IND.USTRY `- g ' - - •Solid Waste Fr -i Alt, _ •Recycling- Construction Debrisn V:: - - - - I r � ✓ .: On Services, a e Contact for alla Residential 800 771 5554 ' terJ 1Commercial - __ - ---800 352.7808 >.:< t AvSouth Yarmouth=398.92 COMMERCIAL1 1 : • 1 • 1 • RESIDENTIAL A- BAYSIDE.DISPOSAI G. See Our Display Ad This Page- Brewster MA 790 936' Br ?_. Bob's Any And All Odd Jobs �,�®��� - 41 Mill Pond Rd Yar-- 7718871F` N Bob's Rubbish Removal Dennisport MA 394 6166- 't a Breivogel&Son Inc a . RECOVERY � See Our Display Ad This Page `- a p ' - 716 Blacksmith Shop Rd Fast,Falmouth—54$1830 Of Cape Cod C J RUBBISH REMOVAL INC .- Pi A division of Casella Waste Manogment '` Cambridge-Middleboro rg Toll Free Dial 1— --888 781970 P,F Chase&'Merchant 1 e See Our Display Ad Page 359 Commercial/-Residential'/Industrial s''^_< 30 Naushon Rd Dennisprt— 398 2-I l Construction&Demolition Material.0nly CHILDS ROBT INC A Roll Off Container Service: Steel 10-110 Yd Containers F'-' Radio-Dispatched Trucks,- 1.2730 Yd.Containers_ Same day_Service Avtnlable _ Weekend Service Available Bulk Bark Mulch ' 800-349-0082 508-833-sZ0O ' 19S Service Road•Ed SaWwitll �� Toll Free -- • • 800 515 255 Great Western Rd S Den-- -39.8.255_ a.l COFFIN WM.'R&SONS INC '" See Our Display Ad Page 359 • • Main'fiarwichport 432 93ik T--=Sanitation The Bell Atlantic YelI Pages glue _ - C isi Sef`V1CeS I11 ust . _ you advertising you can tr never,kpowingly accept any Pr DOWNED:&fOPERATED BY�3-GENERATIONS•O�NAT-IVE CAPE,CODDERS SINCE-i968 r T advertising we consider unethlc tfo r �, .H •Eontamer Sernce 2--3tYlds mrsleaiiing Thats whyt eBelt -o - +Spec►al Pickups By g - roux e r oO' Appomtmentr cols. I Atlantic Yellow Pages are rate o�1e •' � O:. :: :,.a +�"• pas �� �;, �;; - ® 0 Qaoa _ 'Re#sidentlaUCommercial .n „ of me most rellable•advertising - 0 • MOs Construction Debris Removal t Call if you have any question . (508) 42S-2062 f� 0 RATES TAILORED.TO YOUR NEEDS (800)282-2062 .about advertising in the`boo;k i 3• Lei Un 2-8 yd containers Zh4ll off Containers 0. SANITARY REFUSE CO. + r THE BEST IN LITTER uFrEas CALL FOR LOW RATES . Recydmg... • • s YYYfff NO BINDING CONTRACTS. • a'_ 420.5736 �X„76 Me<stonsMlaS 7�7.8. 587 - r 378 SALES • ubbish;&Garbag�Remorak�°(Eont�`�=�• _ -µ---E '�— =_ ar ►.Safes&.:Vaults . � ��-- Constructi,ont•rCommercial�& Residential :pIS000NT1011JI - UN &`PROPERTY - CE LOCKSMITHING INC` 3 CLEANUP Rubbish Removal - - a roc A See Our Ad Under Locks&Locksmlthsr ✓ Y PAY �� t . " Serving ts, _422 Mam Fal :-548-4565` Complete-Basement Cleanups(Broom Swept) " r`r ;'r AII,Cape.Lock Co 118 Hopewell Ln Cot 420 5500, Cape Cod &Plymouth Counties Bamstabrlight&Safe Remove Fumlture:.Mousehold Junk r r T� Mi 136 Starlight Dr Marstns s_ 420,6252 Construction Slte Cleanups Heavy Hauling s �,", =Ra , .; ._ __-- h RADFORD S AC DW ST RE, r Brush Remove)8 More Insured �- h P ry B-23t Mam Nyns E HAR U ARE 0 rims MA '"? Cdrt �s 778 0155 Y 0620 Cape:Cod Lock&Safe Co VE STAR ENTERPRISES- r r See Our Ad At Locks&Locksmiths kt 657,Rt 28 SYar-- —�Denrits 398-2012�_ 65T`E Falmth Hwy East Falmoutfi " 540 1456 s - �Adr�ranced� askte S st;ems t Inc. fes&'uaults�Openmg&�Repalnng IBBS•RUBBI &BRUSH'REMOVA SHL j-;x t�, t yn 5�ac rssat�sar t �z -�- Rasldantlal- Commercial:� _�- -378 Route 130` SandwlCh Mass 02563 T" ..�:- ,e$awc.nrursv xt :: !u nu r aeneratuean ups ~ TJ r { See Our Ad Un Cocks&r rcksmrtfis yy: : I Owned&0''rated L tf V x . -� - 508-888-32288 -3 -5 6A'E Sand •88 0073 Qo 62Q K, P422 Main Fal a + _548 4565, sham Waste Serinces Inca r " �;ee>Our Dlsplay>Ad TRisrPage? s r it �t+O t Rs .� Pri.a rams:Sv &Reyeln , O &(Ki0ff Dc t a r = T j� ._;�y I588 Rt 6A E Den t 1110 Chief Justice Cushmgmwy�Cohassetrr r8 x —— 385d574 > olNfree;Dial 1 888 781 33777 ►Safety Claw.: L comber s Sanifa7y Refuse Hyannis 778 ooenea o ContainerServlce n1 57 . .- S See Glasrs:A:F utomofib rle^Plat 'ee ts Etn hC L y lasti Rod Tub c - a Efc rtq CAII,�;,; `-�.s" '$ �Cataumet'.•563 3`272 l r '.SUeply CentefS `-+� �K��` a ceanside DIsposa1.182 Yankee Dr Brew s oil Free Dlal 1 888 646 8500 ►SaII Fabrics.:'` a Sanrtatton 9e i Inc ._ .. 4, L h See Marine E w &Su Is , See Our Display Ad Page 358 ttP t r dl„ s®RCtIGE"l ■ A 4 p p , n. Y Bumps RrveNRd Ost " y 428 2062 �k10 ►Sailboards, w • .. esource Recovery Of Cape Oad- ,- .` see our Display Ad Page 36a oY , See_Boat Dlrs °Sporting Goods_-Retail . 295,-Service Rd East Sandvnch _ �M e® S rfboa Wlnd rfm u rds su r oltFree Dial 1------ 800 349-0082' �. ; T f••. x 9"t1�� ANITARY REFUSE CO A9 ►Salting Clubs` r See,Our Dlsplag,.Ad Page 358 ,.� �r .5 ,� = �'� - -EQStti_Z, r See Clubs-_ „ - 8T Old Falmouth.Rd Marstns.Mls 420 r736 r " ste dC Management MasI1USefFs ►Salting lustructi0 n r t s Cape Cod MA „ ., ,•.._ rvt � �� 3 See Boahngfnstrucnon } ; ' Sine Our Display Ad This Page ; 9 ! re T611 Dial 1 free 800 331 5620 • " '•' • / • , • ►,Sailmakers z � Ec ice= yne's Odd Job Svc -. .- 69 Sandahvood Dr Cot 428 0555 �• - t - Rugs' FAST SAIL REPAIRS r , C3�L NOOTTAN wiK n See.."Carpet&Rug f co�TTAITER , COFFIN & E ;S7ER�YCE SONS INC. Cape CodsONLY Ruling Machines "` r ` r -- ,.I: t _, e ;; e ,1 ytr l;:jl r� 'HARWICH•DENNIS•BREWSTEFi-4 ..in shouse CAD .;'Engineers-hiecnanlcal , . /n f}Rrri euth%P Noonan, .-_ ORLEANS•YARMOUTH•CMATHAM CAM sadmaker ThetRo/% 'S` rurats�RannmgTrack Coustructton :6rr,[7e Nt3w saes y 5; k�r 4 •n:N r v e � . Tennis Court Coast cno O���ER zrI� _ tit t DES RustRemonog Srce r Q0t1 �SEitV1� t, S1� f : t � - Y�,�...* �. `. •RECY-..C-WIN i"�'vyK ` Ir 'Y•`...cs€u -^- a P'aBJ�Y19761.ii•-r-,. Rastproofing� f x .� � rxsur �: SQIE�TE�4GLtEt y �T -.}.,v •�.y^. .�.nHa :�,r 3 •irF.z3.f ~ ^•i• @asy�a'at� iu4 u [ �.`-" �S A`•trCs]M ASFCF.E�RjS . Buckler's Auto Paint Shop rs,s I16 Ridgwd Av.Hyns 775 2803 r E htt J/w m.ca ecod:net/s Wu � 432=9319 P � 48 Long HIII Road Cataumet MA v,i r r• r r 3215 MAIN ST -ROUTE 28 fetthe"Be1l Atlantic Yellow-Pages•habit� +HAR.WICHPORT '� ��508 563-3080�<: r rr r t DOYLE MANCHESTER SAILMAKERS ar 2 EI m;South Dartmouth y 992 6322 n " �- a � s ae, _ m, pr 11' HARO78ING SAILS INC 380 Wareham Rd Marion 748 0334 ` :CAPE COD NORTH SAILS ei� 1 .' C .t � '� I a services "' `'' ;CUSTOM RACING&CRUISING SAILS S�a WATE MANAGEMENT ' 'a`uby SAIL REPAIRS&ALTERATIONS L RUBBISH REMOVAL ` SAIL CONSULTATION t. l4 *, i a _ HAND CLEANING - _ - - - -;SAILBOAT HARDWARE- r - • • ® .� Resldential 8c CommerClat FaSY.Dep®OdGble,PICK Up'$ervlt®. PICKUP&DELIVERY SERVICE . -"'`- _•t Coristrucuon&Demolition'Waste Removal - Ope i Man :Fri;9 5 Sat 10.12 A n �. No Contracts Necessary All T of Containers•': I 0 15 20 30=&40 yard Roll;off :_; r 80 Mid Tech Dr Yar —==-- --778 6550 . > Containers Availabre ' No Container Fees Avai a le - Fax`— --- -- .--778 9332':.. •Competitive Pncin No Delivery'Charges SPERRY SAILS 11 Marconi Ln Marion 748 2581 Structure Family Owried&Operated '- a SephcTank Installation&Ezcavandrt- _ Sgseteague.sailmakers R Roll-Off.Fidntk'Reaz $UPerlor Ser'Vlee:. a 3 ee Our Display Ad This Page Load Trucks z Servin i.; t Collection of all Radio Dispatched g r 48 Long Hill Rd Cat 563 3080 Denials,&Harwich } i ResidentialMatenals"" -"' `' '- ►�SalesAnatysis:� } , ;' �- -, 398-216 �r t _ _ =SeestMerket Research&Anatysrs JO ltGushon Rd Dennis 800 �31-�62® } 't ' 888= 1-33r7T° It �� f ; p°'' ►Sales Letters Written r wwNr:9rs►,amwaste,comx5 r ReSident�Cl`G®mPYerci'al r See Waters-Business y COMPLETE •N COMPLETE THIS SECTIONON DELIVERY i ■ Complete items 1,2,and 3.Also complete A Received by lease not Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. �-dl/ /n n YL eM,4 41) ■ Print your name and address on the reverse so that we can return the card to you. C. Sig ature ■ Attach this card to the back of the mailpiece, X/� ❑Agent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No IF Lee V�e`Sk�� / t(-tD�l� 3. Service Type �( �t ll�JCertified Mail ❑Express Mail ❑ Registered ❑Return Receipt for Merchandise 1 G- ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) �O Ll q6 32— PS Form 3811,July 1999. Domestic.Return Receipt 102595-00-M-0952 ; UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box• I Board of Heakh Town of Barnstable P.O.Box 534 Hyannis,Massachusetts 02601 lllt11„1111 Ills 1111111dill.,itfli, I S y Z 203 498 93.2 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail (See reverse) I Sent to wt dV�I'C.s (OJV St Nui er . 00 1 P,gst,W ,AT S te, ZIP Cod !, Postage $ V Certified Fee / Special Delivery Fee Restricted Delivery Fee LO Return Receipt Showing to Whom&Date Delivered Return Receipt Showing to Whom, Date,&Addressee's Address Q TOTAL Postage&Fees $ CO00 Postmark or Date o � tL a I y Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1:If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q) return address of the article,date,detach,and retain the receipt,and mail the article. E Ln 3. If you want a return receipt,write the certified mail number and your name and address °) rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the C addressee,endorse RESTRICTED DELIVERY on the front of the article. O000 M 5. Enter fees for the services requested in the appropriate spaces on the front of this C receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. o LL ` 6. Save this receipt and present it if you make an inquiry. 102595-97-B-0145 a I FOHETo�ti Town of Barnstable Regulatory Services RUMSTABM v� 1 `eg Thomas F. Geiler,Director 39. ° Public Health Division Thomas McKean,Director 367 Main Street, Hyannis, MA 02601 viiice: wa-a62-4o`44 Fax: 508-790-6304 Frank Lee Wesson January 30, 2001 P.O. Box 9001 Victoria, AR 72370 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY CODE II, MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE BOARD OF HEALTH NUISANCE CONTROL REGULATION NUMBER ONE The property owned by you located in the Town of Barnstable on Falmouth Rd/Route 28, Map and Parcel 002-002, was inspected on January 10, 2001 by Korin Scheible, MPH, Health Inspector for the Town of Barnstable, because of a complaint. Violations of the Nuisance Control Regulation Number One Regulation and the Sanitary Code II were observed. The following abandoned items where noted on the ground along Noisy Hole Road, Mashpee in multiple piles: 105 CMR 602(A): - abandoned mattresses - old couch cushions - discarded car seats - - used car tires - dumped car batteries - broken bottles empty hazardous waste containers broken air conditioning units ruined televisions/monitors You are directed to correct these violations within 24 hours of receipt of this notice by removing all of the above listed items from this property. You may request a hearing if written petition requesting same is received by the Board of Health within ten (10) days after the date order is received. However, this violation must be corrected regardless of any request for a hearing. r Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. You are also subject to non-criminal citations of$40.00 for garbage and rubbish and $75.00 for hazardous waste. Tickets may be issued daily until the violations are corrected. PER ORDER OF T OARD OF HEALTH M Thomas CAMcKean Director of Public Health Direct Query- Intranet Page 1 of 1� r Ma c --H. - '_'' ,vy Hem Inouir ... iu i ! Item: 7091 .2 s00 0,0t:30 77264 a 'I LDestinationllZip: 723701!Ci#y; OSCEOLA State°• ARi O ar gar gin �IZ��-_ �Lc' ------ state: I Event Date Time Location I DELIVERED 01/17/2001 14 40 OSCEOL'.AR 723701 mm I OS :i+L,1.tl11111, Enter 'tem Number, t 4 . Go to the Product Tracking System Florae gage. k . iv y i it . 4 http://tr.../DETAILS?CAMEFROM=OK&strTrackNum=7099340'001072640415&intSuffix= 1/31/01 i l� �> ���� • • • • • • ■ Complete items-1',2,and 3.Also complete A. Received by Please 'nt Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. o// / pn /C�/� 411 ■ Print your name and address on the reverse C. ignature so that we can return-the card to you. 'n ❑Agent ■ Attach this card to the.back of the mailpiece, X � rinl , ���`-' ❑Addressee or on the front if space permits. D. Is delivery addrel6s different from item 1? El Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No F�O�Y1 k L�-� 11J�SSo� C) x q c)o k ' t 3. Service Type Certified Mail ❑Express Mail ❑ Registered ❑Return Receipt for Merchandise �f ❑ Insured Mail ❑C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes. 2. Article Number(Copy from service label) 1 U - 3�O o - I o7 PS Form 3811`,July 1999 i i ; Domestic Return Receipt 102595-00-M-0952 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • 0 oar ca o� eaA h P Box 532� 14UJ0-f)�1lS L�(``1ig 02uC� I N • p (Y;Y.VIl • u7 a C3 -0 Postage $ 0 ti r Certified Fee Postmark C3 Return Receipt Fee Here a (Endorsement Required) C3 Restricted Delivery Fee C7 (Endorsement Required) C3 C7 Total Postage&Fees $ ly co n 1 Name4PIease'Pri Er .. �I..... (t 1 lete �1 Y Er Stre Apt.No.; KPO Box No. X r'� C7 ---`o - L•-----10 V-1.-•---------- CtY Stat Z + �`` �� Certified Maif Provides: o A mailing receipt o A unique identifier for your mailpiece• ? ' o A signature upon delivery r I o A record of delivery kept by the Postal Service for two years iImportant Reminders: I o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece to Receipt Requested".To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,July 1999(Reverse) 102595-99-M-2087 THE COMMONWEALTH OF MASSACHUSETTS TOWN OF BARNSTABLE BOARD OF HEALTH NOTICE TO ABATE A NUISANCE f nn C) 20 L owner As occupant of A 9) UOZ Pig ocz_ you are hereby notified to remedy the conditions named below within 24 hours of the service of this notice, according to Massachusetts General Laws,Chapter III, Section 123: �)U)SP�,Y,6 C L" ` U COLA ��n.'�St_c;'v� �,,151.2.i�-✓"� G�"��. (',u"'��✓� C,'�.t��.c�,V�� v' �"�� N 1� a If at the expiration of time allowed these conditions have not been remedied, such further action will be taken as the law requires and a fine of$40.00 per day may be charged. (Hazardous Waste$75.00). By Order of the Board of Health / — Inspector y � oFt A Town of Barnstable Regulatory ServicesBAMSTABM g ry * 9 ass Thomas F. Geiler,Director �pTFD MA'S A` . Public Health Division Thomas McKean,Director 367 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Frank Lee Wesson January 10, 2001, PO Box 9001 Victoria, AR 72370 Dear Mr. Wesson: Please find enclosed a Notice to Abate a Nuisance on the property in your name in Barnstable, Massachusetts, Map and Parcel 002-002. If you have questions or concerns,please contact me. Sincerely, Korin Scheible, MPH f 5 � 5s: ��P<.arcel�ld^ 002002 ; e� V �� '�nf�a: 000000 '� � t 0000000 f h C rye WESSON,FRANK r P O BOX 9001 VICTORIA AR 72370 0 � r � 00 0000 000 000000 BSA 000306400tl 000000000 8d 0000000000 , ocao 9999 FALMOUTH ROAD/RTE 28 0522 0100 t` �� 0000 AY HPEE--SANDWICH - -B� NDWICH7ARNSTABLE!! Q R MASHPEE W.M. NECK Scale Pao o soo Scale - fCCO - soo o soo i000 FEET b d . FEET COOMBS POND i� s ^k \i% 'NSTABLE- MASH PEE -SANDWICH C RoberfFuller. D _ _ Pasture SANDWICH e 1 I1 l' / � Pastur �C\\(Q BARNSTA B L E o�°�E«,q _ ., �° ' ,_.:BARNST PART �� Cult, :`�I A S H PE E ABLE {� Culf L � ?°�.- o� Qom:. �) J t\✓`'� / hds.Harlow. r T ` lJ Scale E o K Cultivated FEET V/^ :'' \ r — L.; nL ;hl•' : ASTABLE - MASH PEE 5TO I I H MAS H P E E �� �' ., •5 W.M � `hos.Harlow .T. 1,^'•.;,�.- W.M. �'/ BARNSTABLE - M ASH PEE I -2 BARN E E ST R E YARMOUTH 2-3-4-5 3 H P _.'a.:: .. A✓L �t HALLETTS MILL POND ' e = _ •'+ Pasture 4 W. �' Darius Coombs.' Hiram Crocker. W.M. * �:: BARNSTABLE * - Pasture Dr.Gorham Bacon. MASH PEE Ld # ," THE FOLLmWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M- � � A-- DATA, ... �. -'x. � - .. .. �. - Vic.., _ - .. �' - _- -• _ r _ f a:' 3 .'i fry -f- •;1 - -r -i - -Y:�. -W-+� �. .-� ,.t• -.� - r'. -��:.. _ -. -� - ^i F i it r r t-e :o t i• i {{,� t •- - - � - - .. _. � �. �. _ _ `'�f._..... .. .. -. 1-�. �+i.... ... 1 ._..J.�. � . ....'>< %.._.n_. .l._ .tea._..�__�. ,._.._�a'.-. 12 Ij LL r - - .._.. _�:. r �.. 5; i � -� �q a •� - T�. :y f• � � 1. r .i,JS. ^ 1 H" °� �, y i �I� . r i �- _� -'�_� f.,� is 1. � l �^S 1.. '•/ - -} � - '� , e, r 4 .`. CY '• �.v r. - ri ��1� *- .�'. -7 ,x r'��.• 6 �'.{ >'1 ,•4.�i �� 1 z% 41 _. ;� - .. - - _ -: 4� •�'.:,uvnt" ! 1, ��3 _��� r� 11 -� - - � � ._ � ' �O�IN 1�( INN O oys V- zv-ori,i ca- oFIMErgf� Town of Barnstable sniuvsrnBi.E, ; Department of Health, Safety, and Environmental Services 9� : Public. Health Division ArBG MA't A 367 Main Street, Hyannis MA 02601 FAX Date: Z�1 y Number of pages to follow: r To: From: U) , . P h�c lea Pik Phone: 5Q1 S p --� I�i I Phone: 508-790-6265 Fax phone:�('�7 ��� — �1�2� Fax phone: 508-775-3344 CC: REMARKS: Urgent 0 For your review Reply ASAP ❑ Please comment f� i THE COMMONWEALTH OF MASSACHUSETTS TOWN OF BARNSTABLE BOARD OF HEALTH NOTICE TO ABATE A NUISANCE 200/ F�R�ANK L6-6 W � owner As occupant of A iP) Q02- ]p6 pZC, OCIZ" you are hereby notified to remedy the conditions named below within 24 hours of the service of this notice, according to Massachusetts General Laws, Chapter III,Section 123: Lvvi F _ � Nc; kr. . If at the expiration of time allowed these conditions have not been remedied, such further action will be taken as the law requires and a fine of$40.00 per day may be charged. (Hazardous Waste $75.01). By Order of the Board of Health Inspector oFt„E r Town of Barnstable Barnstable Regulatory.Services Public Health Division A�-Amen Ic ' =nxivsrnsLE, M"S. l I . 9 $ Thomas McKean,Director 039. a`0 200 Main Street 2007 FD MA't Hyannis,MA 02601 Office: 508-862-4644 Fax:,508-790-6304 December 6, 2016 To Whom It May Concern: Please allow this letter to confirm that the Private Wastewater Treatment Facility located in the Cotuit Meadows Subdivision in Cotuit, Massachusetts is not required to have an inspection of the system pursuant to the provisions of 310 Code of Massachusetts Regulations 15.000 et. seq. ("Title V" Inspection). The system operates pursuant to a groundwater discharge permit issued by the Massachusetts Department of Environmental Protection and is monitored through permit requirements. Further, please be advised that Cotuit is a village within the Town of Barnstable, Massachusetts. There is no "Town of Cotuit". Very truly yours, omas McKean - Director of Health Division Town of Barnstable, MA Q:\SEPTIC\12-6-16 Letter for VA from McKean re Cotuit Meadows does not need Title 5 inspection.doc �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIR.ONME DEPARTMENT OF ENVIRONMENTAL PROTE r()PY CAPE COD OFFICE' s 973 Iyannough Road, Route 132, Hyannis, MA 02601 ` Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK IAN A.BOWLES Governor . Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner September 4, 2008 Mr. John Riordan RE: BARNSTABLE-- BRPWP06,Cotuit SGC Engineering, LLC t loNleadows,.9999Falmoufh-Road; 501 County Road Groundwater Discharge Permit#SE 0-850 Westbrook, Maine 04092 Transmittal No. W139847 Dear Mr. Riordan: On August 22,2008 MassDEP personnel inspected the interim subsurface sewage treatment and disposal system at the above referenced facility. The system had been approved on September. 5,2007 for a flow of 9,900 gallons per day(gpd)to serve Phase I of the facility. Upon testing,the pressure distribution system was unable to generate the design distal pressure and could not be approved for the design flow. However,with six(6)of the eight(8)beds active in the soil absorption system(SAS),sufficient distal pressure was achieved. Accordingly,MassDEP will allow the system to be utilized for no more.than 3,300 gpd. No additional flow will be permitted without written authorization by MassDEP. e 4; If you have an questions or require additional information, lease contact meat 771- , Y any q �p (� ) -�- 6047. I �; Z�l. y. Very truly yours, �-- K5 to Brian A. Dudley °D r Bureau of Resource Protec ion BAD/ This information is available in alternate format Call Donald Al.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Za Printed on Recycled Paper 2 cc: Mr. Thomas McKean,Health Agent Board of Health 200 Main Street Barnstable,MA 02601 Mr. Brian Dacey Cotuit Equitable Housing, LLC c/o Bayside Building 1645 Route 28 Centerville,MA 02632 Mr.Matthew Eddy Baxter Nye Engineering& Surveying 78 North St. —3rd Floor Hyannis, MA 02601 p:\bdudley\wwtfapp\bamstable\cotuit meadows interim COC.doc COMMONWEALTH OF MASSACHUSETTS Ql alp EXECUTIVE OFFICE OF ENERGY& ENVIRONME DEPARTMENT OF ENVIRONMENTAL PROTEC j" CAPE COD OFFICE 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner September 5, 2007 Mr. John Riordan RE: BARNSTABLE --BRPWP06, Cotuit c/o Baxter and Nye Engineering& Surveying c y Meadows, 9999 Falmouth Road, 78 North St.—3` Floor Groundwater Discharge Permit#SE 0-850 Hyannis,MA 02601 Transmittal No. W139847 Dear Mr. Riordan: The Department of Environmental Protection has completed a review of the application for an interim shared sewage treatment and disposal system("shared system')to serve Phase I of the approved referenced facility. While the ultimate buildout for the facility will be for a maximum daily flow of approximately 53,000 gallons per day(gpd),this approval limits sewage flow to 9,900 gpd serving only Lots 30 through 39 and Lots 47 through 66. With your.application you submitted a set of engineering plans consisting of ten(10)sheets,the first of which is titled: "PLANS IN SUPPORT OF SHARED SYSTEM PERMIT APPLICATION a FOR WASTEWATER FACILITIES -' FOR PHASE I OF = r COTUIT MEADOWS c-.r 124-LOT SUBDIVISION r i PHASE I: 30 LOTS & WASTEWATER - DESIGN FLOW, 10,000 GPD _ LOCATED ON 9999 FALMOUTH ROAD COTUIT-BARNSTABLE,MASSACHUSETTS AUGUST 2007 PROPOSED BY: WASTEWATER FACILITIES COTUIT EQUITABLE HOUSING, LLC COTUIT MEADOWS SUBDIVISION P.O. BOX 95 9999 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS COTUIT-BARNSTABLE, MASSACHUSETTS This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. Mass DEP on the World Wide Web: httpl/www.mass.gov/dep Za Printed on Recycled Paper 2 SHEET INDEX G-1 GENERAL LOCATION PLAN G-2 GRADING PLAN, TF-1 WASTEWATER TREATMENT FACILITY SITE PLAN TF-2 WASTEWATER FACILITIES FLOW DIAGRAM&HYDRAULIC PROFILE TF-3 SEPTIC TANK&EFFLUENT PUMP STATION DS-1 WASTEWATER TREATMENT.SYSTEM SITE PLAN THESE PLANS HAVE BEEN PREPARED TO SUPPLEMENT THE PLANS FOR THE COTUIT MEADOWS SUBDIVISION THAT HAVE BEEN PREPARED BY BAXTER NYE ENGINEERING & SURVEYING, 78 NORTH ST., 3RD FL, HYANNIS MASSACHUSETTS. A PORTION OF THESE PLAMS HAVE BEEN PROVIDED BELOW. C-4.1 COTUIT MEADOWS SUBDIVISION MASTER UTILITY PLAN C-4.2 COTUIT MEADOWS SUBDIVISION MASTER UTILITY PLAN PREPARED BY: SGC ENGINEERING, LLC 501 COUNTY ROAD TARGET TECHNOLOGY CENTER WEST-BROOK,MAINE 04092 20 GODFREY DRIVE, SUITE 200 TEL: 207-347-8100 ORONO,MAINE 04473 FAX: 207-347-8101 TEL: 207-866-6571 FAX: 207-866-6501" The Barnstable Board of Health approved the shared system on May 15,2007. The submitted plans propose a shared system designed to treat 9,900 gallon per day(gpd)(thirty(30)three(3) bedroom single family residences)that includes two(2) 16,000 gallon septic tanks,a 6,000 gallon pump chamber and soil absorption system*served by pressure distribution. The Department hereby approves the shared system subject to the following: 1. Construction shall be in strict conformance with the submitted design report,soil absorption system plans cited above and provisions of this approval.No changes shall be made without the prior written approval of the Department. 2. Flow is strictly limited to a design flow of 9,900 gpd under the terms of this approval. Any increase in flow resulting in a design flow greater than 9,900 gpd will require a wastewater treatment works approved and permitted pursuant to 314 CMR 5.00 3. Subsurface components of the system shall not be backfilled or otherwise concealed from view until the Department has conducted an inspection and permission has been granted by the Department to backfill the system. 4. A clear water test of the proposed wastewater treatment works must be performed prior to the system being put on-line. The clear water test shall be scheduled at least twenty-one(21) days in advance so that Department personnel can be present. 5. Fourteen(14)days prior to the clear water test,a contract for engineering consulting services,for a term of two(2)years, shall be submitted to this office for review. 3 6. Fourteen(14)days prior to the clear water test,a copy of a contract with a licensed septage hauler shall be submitted to this office. Said contract shall state the approved facility where the septage/sludge and industrial waste is to be transported for final disposal. Said contract shall be good for at least one(1)year. 7. Fourteen(14)days prior to the clear water test,an operation and maintenance manual prepared in accordance with 314 CMR 12.04(1)shall be submitted to this office for review. 8. Fourteen(14)days prior to the clear water test,written certification that the system was constructed in accordance with the submitted design report and soil absorption system plans cited above shall be submitted by a Professional Engineer registered in the Commonwealth of Massachusetts. Nothing in this provision is intended to interfere with the right of the Department to inspect the facility at any time during construction in order to assess , compliance with this approval. 9. Fourteen(14)days prior to the water test,a spare parts inventory list for the new equipment shall be submitted to this office. All spare parts must be on-site at the time of the clear water test. 10. This approval pertains to the discharge of sanitary waste only.Non-sanitary waste shall not be discharged into the proposed wastewater treatment facility. 11. The owner/operator of the system shall properly operate and maintain the system at all times in accordance with this approval and shared system plans cited above. 12. The owner/operator shall furnish the Department,within a reasonable time,any information,. which the Department may request to determine whether cause exists for modifying, revoking,reissuing or terminating this approval or to determine whether the owner/operator is complying with the terms and conditions of this approval. 13. The facility served by the system and the system itself shall be open to inspection by the Department at all reasonable times. 14. As-built plans of the wastewater treatment works shall be submitted to this office of the Department within thirty(30)days of the Department's authorization to operate the facility. 15. In accordance 310 CMR 15.290(2)(e)the Grant of Title 5 Covenant and Easement shall be filed with the Barnstable Board of Health and MassDEP. Should you have any questions regarding this matter,please contact,me at(508)771-6047. Very truly yours /Brian A. Dudley Bureau of Resource Protec ion BAD/ Enclosure(2 sets of plans) cc: Mr. Thomas McKean,Health Agent Board of Health 200 Main Street Barnstable,MA 02601 Enclosure (1 set of plans) 4 Mr. Brian Dacey Cotuit Equitable Housing, LLC c/o Bayside Building ° 1645 Route 28 Centerville,MA 02632 Mr.Matthew Eddy Baxter Nye Engineering & Surveying 78 North St.—3rd Floor Hyannis, MA 02601 ecc: DEP-Boston Attn: Wastewater Management p:\bdudley\wwtfapp\bamstable\cotuit meadows interim plan approval.doc S ' 'AINO SNO-l1V1N3S3Hd38 OlHdVNE)38V S318VONnoe 1308Vd :31ON 96/ZZ/6 :31V(l 1Nl8d IINn *STE)318V1SN8VG =10 NMOi ................cx:) (5D CED r7" T�l /* cop: \,x ........... ............ ............. ................... . ....... .............................................. ................. -------- .......................... f I .......... .......... ................................. ........... .......... -h� .......... .......... ................. ........ ....... ............ ........... .................. ................ all ........... ;r � , , .rr Al ............ .............. .... ....... ..... ........... ............ .......... ............ x lk, ........ ....... .......... ........... ................ ........... • ................... ----------- ...................... ..........*-"' ......... ZZ ....... ........................... ..................... ...... ..... ................................... .............. ............... .. ......... .................. .................. O C14 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.3 FOR A DISTANCE OF 15' AROUND THE- PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET INSTALL WATERTIGHT RISER' & • INSTALL INSPECTION PORT OVER END UNIT T.O.F. AND SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE PROVIDE ACCESS TO GRADE OVER OUTLET 'COVER EXISTING F.G. EL.=100.1 t F.G. EL: 100.Ot F.G. EL: 100.3(MAX:) MAINTAIN 2% GRADE MIN. OVER S.A.S. L 61' L = 8'(MAX.) INPORT PECTION ® S=1% (MIN.) @ S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 6, - LLj10-I 14' s 10.38" TO - INVERT EXISTING 48" LIQUID INV.=96.87 L 1 LEVEL ADD INY.=97.12 PROPOSED INV.=96.95 5 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' ' GAS BAFFLE INV.=97.75t D—Box SOIL ABSORPTION SYSTEM (PROFILE) EXISTING (5 OUTLETS) EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER i BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP 1 CONTRACTOR SHALL .VERIFY ALL EXISTING PIPE TOP ELEV.=97.33 INV. ELEV.=96.87 INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=96.00• GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 2.83' STONE BASE, AS SPECIFIED IN .310 CMR 15.221(2). 5' MIN. SEPARATION 3)`INSTALL INLET & OUTLET TEES AS REQUIRED. , TO HIGH GROUNDWATER EFFECTIVE WIDTH=14.2' EXISTING SUITABLE 4 'GAS BAFFLE TO BE INSTALLED ON OUTLET TEE .. NO `GROUNDWATER, #EL=90.2 MATERIAL AS MANUFACTURED BY, TUF—TITE, ZABEL OR EQUAL. USE 5 ROWS OF 5—ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. GARAGE/ UNDER o T.O.S.=1 b • DECABOVE, SOU LOG DATE: OCTOBER• 1, 2009 (REF#12,71.5) SOIL EVALUATOR: PETER McENTEE PE WITNESS: DAVID STANTON R.S. HEALTH AGENT ELEV. TP—1 DEPTH ELEV. T P—2 DEPTH 100.2 A 0' 100.2 A 0 . SANDY LOAM SANDY LOAM - 1.OYR. 4/2 w.., - .. 10YR_4/2 _ _ 99.4 cf— B B LOAMY SAND LOAMY SAND 10YR 5/6 10YR 5/6 96.7 30" 96.7 30" p ' C 42" C pp, PERC 54" ^0' p ^ M—C SAND M—C SAND ' 2.5Y 6/4 2.5Y 6/4 90.2 120" 90.2 120" MAGNETIC PERC RATE <2 MIN/IN. ("C" HORIZON) NAIL NO GROUNDWATER ENCOUNTERED . 69.6' Tr I �2� �g6 I PROP. S.A.S. s3.2s" NI I I S.A.S.• LAYOUT + 34.5" �---25'--� • DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOMS TOP VIEW SOIL TEXTURAL CLASS: CLASS. I 60" END CAP END CAP DESIGN PERCOLATION RATE: <2 MIN/IN FRONT VIEW SIDE VIEW DAILY FLOW: 440 G.P.D. REEND CAP • AR/TOP VIEW DESIGN FLOW: 440 G.P.D. - NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT - SIDE VIEW GARBAGE .GRINDER: , NO - TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY - - - DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. _ EXISTING SEPTIC TANK: 1500 GALLON CAPACITY r 4640 TRUEMAN BLVD PROPOSED DISTRIBUTION BOX: 5 OUTLETS MINIMUM HILLIARD, oHlo 43o2s Arc 36HC DETAIL d ,. ADVANCED DRAINAGE SYSTEMS.INC. ' LEACHING AREA,.REQUIRED: (440) 594.6'S.F. .74 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 5 -ROWS OF 5—ADS Arc 36HC UNITS WITH NO 474$ FALMOUTH . ROAD, COTUIT, MA SEPARATION BETWEEN EACH ROW• & NO STONE Prepared for: D.A.Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO. (Arc36HC Units) 25 UNITS x 5.6 LF x 4.80 SF/LF = 600.0 SF Engineering Works, Inc. NTS P.T.M. 198-09 DESIGN FLOW PROVIDED: 0.74(600 S.F.) = 444 G.P.D. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 11/2/09 P.T.M. 3 of' 3 Lbb POND I _ S'77'55'30 W I - \ 186.99' I EXIST. WELL . \Po Stratford Pods Rd" N 1 I' O b >� iDEC 0 ' aom/ 0 e Z� / I HED I Pond R EXIS77NG LOCUS HOUSE DECK (#4748) I LOCUS O SCALE M A P NOTi ABOVE ' 0 ' POOL PA VED oMooT--- DRI VEWA Y NfN00 0 STONE x x I DRIVE Z '0 \� �^ iPROPOSED r h S.A.S. �� �i N L_____ �1 �j I EXIST. WELL a L S 78*0810 VU - - e ' SEE SHEET 2 _ _ _ _ U S y 173.77' 20 SCALEAPN 9 �311.48±Acre 15� - \ 151 4��1" Z EXIS T WELL 5 58�' N C5 Co l0 0 • N rn GENERAL NOTES: `N o 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL- - BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM'TO.THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT-BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING OF MgSS FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM... o PETER T. s \ S McENTEE 40.65' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF o CIVIL THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF No: 35109, S 7018'02" NJ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. - p A� E�� �� 7. WATER SUPPLY PROVIDED BY PRIVATE WELL FS fCIS1 O�� ROAD (Route 28) 8. THERE ARE NO .WELLS WITHIN 150' OF THE-PROPOSED S.A.S. I FALM (� �J 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS `��2'CFI AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. PLAN REFERENCE: PLAN BK 254p/PG 6 (PARCEL 1) & FOUNDATION CERT. DAT'ED/�3/8/89 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROPOSE SEPTIC SYSTEM JTEM UPGRADE PLAN THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 4748 FALMOUTH, ROAD, COTUIT, MA 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE;S.A.S. AND Prepared for: D.A.Browh, Inc., •P.O. Box 145, Centerville, MA 02632 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3), 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Engineering by: SCALE DRAWN JOB. No. INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. Engineering Works, Inc. 1 =40' P.T.M. 198-09 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313 1 1/2/09 P.T.M. 1 of 3 S 77-55'30" W 186.99' IEXIST. WELL DECK APN 9-031 1.48f Acres / k H D TIN ` •99 65 , . DECK HOUSE (#4748) \yo ABOVE 1, �9954 GARAGE o L % Poo/ 98 I UNDER Poo i 30 T.o.S-'1o1.0t jOS p S9 outilit0S8c' 99 94 I 3 DECK 0�98, ABOVE . 1DS 4 ,c EXIS77NG H-20 98�8 99 o 0 SEPTIC TANK (TO REMAIN) RIM, EL.=100.06 INV.(OUT)=97.75f INGROUND SWIMMING .,PA UED o POOL ��' I1 ��DRI VEWA N Y:': ..•... t N �104 00 o i. 9869- c \ Z 3 f r i Ce .3-9` S ONE 99,9 r 2� 100.38 DR/ EWA Y 3 . ;;.; ' .:.`... :•.'. . �' \ �� SWING 1 9 A SET 1 84` BUTTING 1 << �J♦ ul CPul 00. fn ` �5' f.. r 9"- T DTP ,2-1—-1 w • / :cam f- -- _-_I 99 ` i- --41 4— 9&'4 P J-J- . F' 1 Lawn Irrigation Z/ cn �' 9) \� ,6 Benchmark Set 9 Magnetic Nail Set EL.=99.19 (Assumed)` 0 906 9809 EXISTING'S.A.S. 00 TO BE ABANDONED. 400- 100, • � 100 04 0 LL : . STONE --101--EXISTING CONTOUR \ ��' 1p01 DRIVEWAY X ,00.98 EXISTING SPOT GRADE—I;—EXISTING GAS SERVICE PROPOSED SEPTIC SYSTEM UPGRADE PLAN -&.H.-4r{-OVERHEAD WIRES 4748 FALMOUTH ROAD, COTUIT, MA O EXISTING WELL Prepared:for: D.A.Brown, Inc.,'P.O. Box 145, Centerville, MA 02632 TEST PIT Engineering by: - SCALE DRAWN JOB. NO. -� BEMCHMARK Engineering Works, Inc. 1"=20' P.T.M. 198-09 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. LEGMD (508) 477-5313 1 1/2/09 P.T.M. 2 Of 3 r I I ` %% q I W MASHPF��`� ^ r.. 6 � fi s h� e < ^"�x -a �,S'4�°d' t `•. >, .h g k;::f 4..�"°k S �5',:. .' ,s .. . 4 kA ,eEY MAP CALL• / 000 ; 16 l�'X S e,i %� i a. a r i - E 'S t` 3t � �f tt. t s f5 e ` t t ;. 0 SEPTIC TANK w. �, a -., , , z s'��`AAZT" Ik .Fj"?, z'w. ,+ „F�>a.'. �` •C lJ� Q g; � x , , d t , ha ,5 { , a - a , . C 91 EXPANSION AREA s , Wit"" < 0jV cr 4,' k ' 4 , r F � x P1 _ m w .a. LEACHING GALLEY m i � ,.,w � n�..� ,,,. a<. r.� XZAA � s v:3 ,,fir' /- ..:.: .:•�r`(7.SJ. w;:n'' , f '�h '%':,: �k S aFv {a,+ M'T Y < % 7 ,n a eV1 F f o x - h � � ', � '<< .�� ✓� w{ ¢ � '�' -.-ixm..c. �.�,", S � ,[] �/> 4, a+" - �-y� A'F� p } e . . ' - D :: w F• -i xa >r a _, t $ it JTURE /� ., a .y = s GARAGE E' A C. g Ro SLOPE C L �- -�• � - r n a < , a n 1, s 3. - 5.0to pq 60 Y < • . r vim" 45 < 96 y .. ...4 i+ ».r _ I sr. g ,_ = perAAi W�L L" . N. a na 1, _.th.d x ,<. Y'— yi,,. ;✓ < a I xnfz93 ` 802 1 e x4.6 i ` 6 < y r:a r p i ff ° �; tea,. � ,� ,•� ,r x t p•I - I , x � ; Q 65' *•` : R,33 1 LX v^."• 071 1 93 p " 11 - - `` 1 4 I a ,i y. S 1 " SUBSURFACE SEPTIC r SYSTEM DESIGN BAANSTABLE BARNSTABLE COUNTY MA PREPARED FOR ROBERT L. CABRAL SCALE JANUARY 5 1989 0 10 20 0 40 I FEET METERS CALC'D R:G: H. DRAWN . T.O.D. CHECKED : W. R.S. ASSOCIATED ENGINEERS OF`PLYMOUTH, INC. Job No Civil Engineering, Land Surveying,"Land (Tanning CABRA 001 Revisions { Plymouth -0068 Sheet I of 2 ,Massachusetts (617)747 ' i I ' F TEES ARE TO BE PLACED ALLOWING 3" OF AIR SPACE - 10 -6 ABOVE TEE fie, 31/2 11/4 r- - -- -- - - - - --r 2 - I -7 I/2 3 _ �_ -- � 0 � - Ir +� N r-1 / 1-71 1 b — M d 1 \t TI i — I _ i — I i � p I.-I�� 1 = L__J � oo — L_ J / - L -- - - �'- - - J LAN CROSS SECTION PLAN CROSS SECTION 6 { H -20 TYPICAL 12 50 IGAL. TYPICAL SEPTIC TANK DISTRIBUTION BOX �10' 8 _sir 70' D-BOX 10' ST FL.=9 8.0 F.G.f 96.5 F.G.=96.0 F.G.=90.0 BSMT. =89.5 I ALL COVERS TO BE BROUGHT W ITHIN If 0" OF GRADE 5' STACK REQUIRED INV. 87.50—�� S.=.O S.= .01 S. .32 ^► o ❑ Q 14V.8730 INV.87.13 n c� 4"RV.C.,SCH. 40 INV.86.4 INV. 86.N 83. o or 1250 GAL. 4 - P.V.C. SCH. 40 BOTTOM OF GALLEY= 78.5' FOUND SEPTIC TANK DIST. BOX LEACHING GALLERIES NO WATER TO ELEV. = 74. 0 POND ELEV. = 60.0 ± HYDRAULIC GRADIENT 2-0' 0 - WASHED'S ONE TO 2'TYP 1 - ( •) { I o 3/4 TO I I/2 � IN v ----WASHED STONE _cq 4 PRE CAST GALLEY SE CTIONS °�� 9 SEE SHEET I °° H_ 20 e Op6"0 _ UNDISTURBED I — — EARTH I - I 2'- 0„ 4 0 2'-0 PLAN CROSS SECTION B B 2 _ 1/4" TO I/2� WASHED. STONE (TYP) — 9p9 t A n r s� 3/4 TO 1 1/2 v . N = WASHED STONE : �� cv C1 D r cD (TYR) C] D 3LO � PLOT PLAN ! WALLS UNDISTURBED EARTH �Zy�'/3yi DESIGNERS INSPECTION I/5/89 4 FO 2,_0„ REQUIRED BEFORE BACK-FILL CALCULATIONS S.01L LOG 1 PIT# I 2 PERCOLATION RATE : LESS THAN 2 MIN / INCH ELEV. 89.0 91.0 SECTION A - A TYPICAL H - 20 SUBSURFACE- SEPTIC NO. OF BEDROOMS: 4 I TOP TOP GALLEY DETAILS SYSTEM DESIGN DESIGN FLOW = 440 GAL / DAY OWNER ROBERT CABRAL REQUIRED TANK SIZE : 1250 GALLON 3 a a E ALL CONSTRUCTION TO CONFORM LEACHING AREA PER GALLON PER DAY SIDE: 2.5 4 SUBSOIL TO THE REQUIREMENTS OF TITLE V LOT#', 31 MAPS 9 STD ROUTE 28 BOTTOM : I .0 SUBSOIL 1 5 AND THE COUNTY' OF BARNSTABLE TOWN: BARNSTABLE COUNTY STATE: MA 6 MEDIUM MEDIUM— ASSOCIATED E N,G I N EE R S REQUIRED LEACHING AREA c.MUST ACCEPT 440 GAL/DAY BOARD OF 'HEALTH RULES AND SYSTEM DESIGN. : LEACHING GALLEY 8 x 20 x 4.5 7 - TO TO REGULATIONS. 8 COARSE OF PLYMOUTH INC . SIDE : 8'+20'+8'+ 20'x 4.5'= 252 SF x 2.5 630.0 G/D COURSE a BOTTOM : 8' x 20' = 160 8F x 1 .0 = 160.0 G/ D IO SAND SAND 85 "S AMOS E T STREET II W/SOME. /SOME PLY MOUTH MASS GRAVEL. TOTAL 412 SF .� 790.0 G/D 12 GRAVEL BOT. DATE: I /5 /89 SCALEt "_ 40' JOB# CABRA 001 GALLONAGE /ACRE CALC: If BOT 13 ELEV. ELEV. 14 1.48 ACRES x 330 = 488.4 > 440 74.00 15 NO. WATER NO wA ER 76.00 Sheet 2 of 2 • W ~• — 7 / ^ b E —4. o IIIo xl� W ti v° titi� . • v i 0 >.' w O`�• `S �'' DO TAIL NE �ti.� PC=32+91.57rn w � �-5+3s.s5 — 2+00 �, ,�y, ti0 � VK LiI q 7- VIC rn It o STORM TER i� v yo "�• ' *oo Q � / MANAGEM r0 1" o '4S II FACIUTY #1 �. 3 i �' �� �\ ` SEE INSET HEREON Ab wY -3+75.50 aL. PC=35+07.22 ° ILL A �o o �� 'I o L 8 /sp ti -- °Oxz Olt `y �,j' ,,/ U fop • -\ �► � 00, C0 x O `� �' ob 0 Q 3 yo �' (OE II/SpOs Z_ h STORM WATER 'Q SIGN 'aL N MANAGEMENT O Y RE.q \ / ��/ 1- IS#4 .� ` 'x a 5 '�-� z STORM WATER MANAGEMENT Q \ FACILITY #7 _ ,� Ll ,ALE --- , - -••_.,� •.,, `may' x '�► -� xoo /' 4000, , $ ol "1"' 1k • •� C7 4+00.92 /� • �/i 7 ° _ �.� +� 4+00 S PIt0P03ED ,�' WASTEWATER �. D��• �, a• wAi-- ER- W HmwwT a , ' - C ' I TREATMENT AREA , vA<rE IIt�tIGATION 1rELL (DESIGN BY OTHERS) ':� MAONRA6E WATER FAC LF Y #6 srrE LocAnoN l �. •. ,�, Cotuit Meadows subdivision ' 9999 Falmouth Road (Route 28) O � t �, ,fir �I� ,� ,� �Q � ,�� �/ � ' Cotuit Barnstable, Massachusetts �l3PWMMFM Cotult Equitable Housing, LLC �`� P. O. Box 95 3 Centenrtlle MA 02632 TOLE STORM WATER a+� 2 00 �' ale j/ / NOTE' FIB g ,, Master UtilityPlan + �f°° w / / FOR DETAIL E IL INFORMATION ON �� • PROPOSED WATER, SEWER AND DRAINAGE SEE PLAN AND PROFILE BA��TER NYE ENGINEERING & SURVEYING C33 SHEETS Registered Professional Engineers and Land Surveyors 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 Phone- 508 771-7502 Fax - 509 771-7622 N OFlygss9 � C / MATTHEW u, 50 0 50 100 �o W./ � } y 4 \ INSET �°3CA PACE / scuE 1" = so' SCALE IN FEET A • 3 x SCALE: 1 = 50 c Tea Ga� n 1 I PROPOSED 12' WATER UNE TIE INTO EXISTING 12" WATER LINE IN w w W ss�oNa� E� `. a 2O� EASEMW FOR BARNSTABLE AT AMOS ROAD (COTUIT WATER CO.) W ,Y o z /;�RE 0' EASEME6R FUTURE ROUTE 2s 8 ROUTE 28 WIDENING. WATER LINE AND UT1l.ITIES �,•,.,..�- J_ wDIME /b2 ADD PROPOSED IRRIGA710N WELL ER LINE AND UTILITIES CONTRACTOR TO VERIFY IN FIELD THE LOCATION OF THE EXISTING WATER ..•• ...• W ----- It — w�IER t� UNE PRIOR TO THE START OF CONSTRUCTION. s ara� '�'Iy'x'=�'�•'�- W �` © /18/b6 SWA1 FApLiTY/5 do6 REV. DATE: 03-19-07 W W ��' `��' 30.30' L.2d3 03' ,�... •+ W - W -----' ` -- .ram,• �1 SDA1 10/31/b7 DRAINAGE MANHOLE it RENSION R 9d �8 UK 0 2 MASHPEE PLANNING BOARD COMMENTS - W c _ G G G �`� �' G G �� 7d38'iT W .> — � W Wl __ �, M "'�q� SDM /15/b7 ISSUED FOR CONSTRUCTION 26 FALMoUT.*''%AAD _ ��D1q,� �k ,�,. • � C 1 tnir ►- - - Va�1'ar'.E APPROXIMATE LOCATION OF EXISTING GATE VALVE AND CAP. !� SOM 5%2/07 REVISIONS In NOISY HOLE ROAD ROW e l.Q aw MW sR al w AIR a �� �crF •�-- ,. NO. BY DATE REMARKS TIE PROPOSED 12 WATER MAIN NTIO EXISTING 12 WATER LINE ¢ w _w _ __W _ W l� 76 0'TT E" w �`" `_w —W `_w .�'w "" W -- w -d! —W R•0029 26". -r �� CONTRACTOR TO VERIFY IN FIELD THE LOCATION OF THE EXISTING WATER NINO LINE PRIOR TO THE START OF CONSTRUCTION. > z2s „ Nor E UP zzs ,ns" -- -- UP 225 s , L•271.05 0: 2005 05-214 CML PLO 2005-214-UTIL-MP.dw c { 2005-214 i