The URL can be used to link to this page

Home My WebLink About0224 SANDY NECK - Health --- �x-ns�-a.�t� , } = 9,%3 A Inspection No.3-Wastewater Location Check page 1 Client: BFLR Architects Inc. Project Name: Sandy Neck --- ----- - -- -- Inspector Joe_Henderson Project No: 6129 . Inspection Date:__________02/22(2011 Arrival Time: 2;30 pm Weather:-_____ --- _-- --$unny, 30_F Departure Time:-------------------------------- Group, 3:10pm Horsley Witten Inc. Personnel on site: Terence Plan:' Bill Smith,RBO New Bathhouse and Garage Butch Eldredge,RBO Sandy Neck Beach Mark,RBO Barnstable, MA Date: July 23,2010 Contractor(s)equipment: Excavator,Front End loader,Dump Truck WORK OBSERVED: Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing Clearing/Clearing Wastewater Excavation/Fill/Compaction, ❑ Sidewalk ❑ Road Subbase ❑ Final Gradin ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanu ❑ Gas/Electric/Telephone ❑ Other: ❑ Photos Taken_ Yes® No ❑ General Notes/Comments: •A Site visit was conducted to check.the separation distance from the existing well to the proposed wastewater system. SITE WORK COMPLETED: •The contractor has installed and partially backfilled the 7,000 gallon and 3,500 gallon septic tanks. Pictures were taken during the tank installation by Rebecca Nickerson with the Town of Barnstable. Estimated Percent Complete: 15%complete on wastewater installation WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: •The 161.5 setback distance from the existing well has been measured by the contractor and marked on the pavement. Based on a field check of the measurements taken by the contractor, Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No.3-Wastewater Location Check page 2 the field appears to be located outside the 161.5 well setback,however,this is not a surveyed confirmation that the field is located as shown on the design plans. •The well building has been removed,allowing measurements to be taken from the well casing. The measurements shown on the construction plans were conservatively taken from the closest well building corner,as the well location was not shown on the existing conditions plan provided by the Town. Based on measurements from the well,the field is approximately 4-feet further away from the well than shown on the plans. NEXT SCHEDULED INSPECTION: •.Inspection of the Presby field'bottom'of excavation will likely be Wednesday afternoon(2/23) 2/22/2011 Inspector's signature: Date: Distribution: Owner: John Juros John.Juros@town.bamstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.bamstable.ma.us } Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey krjoudrey@robertbour.com Robert B:Our kr Other: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives.Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 3-Wastewater Location Check page 3 PHOTOS: it �•� � , r . V �_ « .s - .n '� .r' . -•� _,'-ram w;- �°' .:. _ � s.Q�,� ��.�„� Figure 1 7,000 Gallon and 3,500 Gallon Septic tanks installed Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r Inspection No.4-Wastewater Presby Leaching Field page 1 Client:________ BFLR ArchitectS,_Inc, Project Name: _ J ......................Sandy Neck Inspector: _______ ___ Joe_Henderson Project No____________ __________________________6129 Inspection Date: 02/24/2011 Arrival Time: _ _ 1:10_pm ----- Weather_______________________Sunny_,_44_F Departure Time::____ ________ __ 1:45_pm Horsley Witten Group,Inc. Personnel on site: Reference Plan: Butch Eldredge,RBO New Bathhouse and Garage Mark Curry,RBO Sandy Neck Beach RBO work crew Barnstable, MA Date: July 23,2010 Contractor(s)equipment: Excavator,Front End loader,Dump Truck WORK OBSERVED: Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing Clearing/Clearing ❑ Wastewater Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Grading ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanup . ❑ Gas/Electric/Telephone, ❑ Other: Photos Taken: Yes® No❑ General Notes/Comments: •A Site visit was conducted to observe the installation of the northern Presby leaching field. The Contractor plans to cover the leaching field prior to the rain expected.Friday (2/25/2011) SITE WORK COMPLETED: •The contractor has installed sections 1-4 of the Presby pipe and begun to install the piping from the distribution box to the Presby field(Presby Field Revised Piping Sketch;-SK-5). The contractor plans to install a portion of the piping to the distribution box and cap all inlet and vent piping prior to the rain. Estimated Percent Complete: 30%complete on wastewater installation WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: •The.contractor proposes to install°and backfill sections 1-4 of the Presby system prior to installing sections 5-8. Due to the close proximity of the limit of work,backfilling sections 1-4 will be difficult with sections 5-8 installed;therefore,this procedure is acceptable. Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 '• Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 4-Wastewater Presby Leaching Field page 2 NEXT SCHEDULED INSPECTION: •. Sections 5-8 of the Presby pipe should be inspected prior to backfill. This work is expected to be complete Monday(2/28)or Tuesday(3/1). The contractor shall provide 24 hours notice_ prior to the scheduled inspection. 2/24/2011 Inspector's signature: Date: Distribution: Owner: John Juros John.Juros@town.barnstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.barnstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey krjoudrey@robertbour.com Robert B.Our Other: _i Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)212-1717 Fax:(401)437-8368 Inspection No.4-Wastewater Presby Leaching Field page 3 PHOTOS: r� l i ip- ♦ t l' m A Ad Figure 1 Presby Field Installation Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 f Inspection No. 5-Presby Field Inspection page I Client:________ BFLR Architects Inc. Project Name_____ ________ __ Sandy Neck MOml Inspector_________________________Tom Project No:________________________________------6129 NInspection Date: 02/28/2011 Arrival Time: 11:40_pm Weather:._______ Rainy_,_Windy_,_40_F Departure Time_______ _________ 12 00_pm Horsley Witten Group,Inc. Personnel on site: Reference Plan: Mark Curry,RBO New Bathhouse and Garage RBO work crew Sandy Neck Beach Barnstable,MA Contractor(s)equipment: Date: July 23,2010 Excavator WORK OBSERVED: Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing ❑ Wastewater Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Gradin ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanu ❑ Gas/Electric/Telephone ❑ Other: ❑ Photos Taken_ Yes® No❑ General Notes/Comments: •The contractor installed the second(southern)Presby leaching field as shown in the photos. The spacing between Presby pipes seems to be equal. The schedule 40 PVC return pipes were installed. The geotextiles fabric was installed in place. The contractor is backfilling the Presby leaching field in the afternoon. The vent pipes will be installed later. SITE WORK COMPLETED: •The contractor has installed the second Presby pipe between sections 5 to 8 with the return schedule 40 PVC elbow and pipes as shown in the revised Sketch, SK-5. Estimated Percent Complete: 50%complete on wastewater installation WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: •The layout of section 5 to 8 of the Presby leaching field was inspected before the backfill. NEXT SCHEDULED INSPECTION: •The contractor should notify the Engineer to inspect the entire system including vent pipes and . clear water test. The contractor shall provide 24 hours advance notice prior to the next inspection. 3/04/2011. Inspector's signature: Date: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 5-Presby Field Inspection page 2 Distribution: Owner: John Juros John.Juros@town.bamstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.bamstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey kr oudrey@robertbour.com Robert B.Our Other: 4 1 t Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 5-Presby Field Inspection page 3 PHOTOS: -i ': •ka'`; Imo. .., -fir f. •,.,.. 41 Figure 1 Presby Field Inlet r 'i } Figure 2 Presby Field Overall Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r Inspection No. 6-Clear Water Test page 1 . Client:_________BFLR_Arcfiitects Inc. Project Name: __ Sandy Neck o Inspector:_ ________ _Joe Henderson Project No_____ ________ ________ __________6129 Inspection Date: 03/02/2011 Arrival Time:_ 1:00_pm ` T Weather:_________Sunny_,_Windy,_45_F Departure Time______ ________ ___1 30_pm Horsley Witten Group,Inc. Personnel on site: Reference Plan: Mark Curry,RBO New Bathhouse and Garage RBO work crew Sandy Neck Beach Barnstable,MA Contractor(s)equipment: Date: July 23,2010 Excavator WORK OBSERVED: Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing Clearing/Clearing Wastewater Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Grading ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanup ❑ Gas/Electric/Telephone ❑ Other: El Photos Taken_ Yes® No❑ General Notes/Comments: •A clear water test in the distribution box was conducted.demonstrating of equal flow distribution to the Presby leaching field. SITE WORK COMPLETED: •The contractor filled the distribution box with clean water and the flow out of the distribution box to the Presby leaching field was observed. Speed levelers on the distribution box outlets were installed and adjusted to ensure equal flow to the Presby leaching field. •Additionally,risers are being installed on the 7,000 gallon septic tank and the gas baffle has been installed on the tank outlet. Risers have been installed on the 3,500 gallon septic tank and the Zabel filter has been installed at the outlet. Estimated Percent Complete: 85%complete on wastewater installation WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: • It appeared that there was equal flow from the distribution box to the Presby leaching field. The contractor can now backfill the area around the leaching field and distribution box. NEXT SCHEDULED INSPECTION: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 6-Clear Water Test page 2 •A water tightness test on the 7,000 gallon and 3,500 gallon septic tank is required. The contractor will fill up the septic tanks once the new water service to the building is.installed. 3/02/2011 Inspector's signature: Date: Distribution: Owner: John Juros John.Juros@town.bamstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.bamstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey krjoudrey@robertbour.com Robert B.Our Other: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 n t Inspection No. 6-Clear Water Test page 3 PHOTOS: - r �y ql t t ) F e d �} L ❑�,. f[��' « F �r. F k a � A lak" Figure 1 11 Outlet Distribution Box with Speed Levelers Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburypoit,MA 01950 Phone:(978)499-0601 Fax:(978)49970602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 6-Clear Water Test page 4 4. � ram• �/µ 0 ' a 4. -,t.. Figure 2 - Septic Tanks with Risers Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 f �OpTHE r, DATE: FEE: » BARNSTABLE, 9 MASS. a �� i639 `0m REC. BY-2—M Town of Barnstable SCHED. DATE Board of Health 200 Main Street, Hyannis MA-02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi _ Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: S.&M K Wvit*- Rom) wa-s— 6a,R.MslrA.&L's , MA Assessor's Map and Parcel Number: 7.43 L47 Size of Lot: 4000 Wetlands Within 300 Ft. Yes X Business Name: 'SAMW N%L @soma &n lis8 No Subdivision Name:. APPLICANT'S NAME: Gam W. juyaS Phone fo,&•9Jq.JUL Did the owner of the property authorize you to represent him or her? ' Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: TQWN OF UrL 17NI3tA Name: 'jamm M!. e1AaSg.41r4 DPW oFA Address: J{ kkj Sr RY&NNOg MA Address: 8CO f jy-k,jGR9 WAR � J� aZ"f Phone: Phone: Oft, VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) zZ.� .�4[t� �.vw•t�� VJ4 1.4 A UkS "AY(TNI cfita"f JS A"GANY coca ARaAL. vajum wr-ft), 7b car Se-"yr»t a .oSab. Wwft 5.,MIL IL ?o Sam• t-s'Jusiau�.ailtaPr±rrn-�►�Q„� NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her,for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application tee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/lessee only], outside dining variance renewals(same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) " Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED �'�,Wa ne Miller,Chairman 'Mir"two" �� w y. NOT APPROVED -g _ nichiSaivayanag' REASON FOR DISAPPROVAL ' 41 v y} v..3. C:.\cache\Temporary Internet Files\OLKAE\VARIREQ.DQC'" MAiL-IN REQUESTS Please mail the completed.variance application form to the address below. Also include four copies of engineering plans; house plans, authorization letter, etc. (see check-list below). In addition, please include the required fee amount (see fees at bottom of this page). Make $95.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven:(7)page checklist confirming review'bf engineered septic system`plan-by"sub mitang engineeAor registered sanitarian _ Four(4)copies'bf labeled"difri ii ionaPfloorplans'su6mr[ted(e.g.house plansroi restaurant Crtchen plans) y Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant undm.Wnds'that the-abater$must be notified by certified m'ail,ai least,ien`da}s prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap,yariance requests only) _ $95.00 variance request application fee(no fee for lifeguard modification renewals, grease trapvariance renewals [same owner/lessee only], outside dining variance renewals[same owner/lessee only ,and variances to repair failed sewage disposal systems[only if no expansion to the building proposoj,) Variance request Submitted at least 15 days prior to meeting date n ;..�r,> y a'.y a G r• n'�� , �m :;EA.;.+ji L a. P a w v :FOR FAXED REQUESTST w a��. Our fax number is (508)'796---630'4 "'Please fax a completed application form. Alsa,,,you must'mall the jrequlr d r$95•,00 fie, Tease make therche k,°pa;�roble $o.,TTown of ., • cheq.K, ] s�;be,.rnailed;5to th;c address listed above. In addition, please mail four'`copies:,ofjenginee.red-+p•izins,,,,ho.use•.pla.n§o,'uthorization letter, etc. (see check-list below): ,J .1.F�' r.Y.4'h:�:C+ a a..,e r..xr:.iW +? ...>� • Checklist _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered,septic system plan by the submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) $95.00 variance request application fee (no fee for lifeguard modification renewals, grease.trap variance renewals [same owner/lessee only], outside dining variance renewals [same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page M Tuesday,October 13,2009 10:59 Massachusetts Department of Environmental Protection - Drinking Water Program BACTERIOLOGICAL REPORT ,arcs';"•1�s A CAYtC(1�`Sam IPeS1te YIii�fo"rmat�'Oon'sectons`1)�. tIPWSr, DEP Col►formTSampl-ing Pao,hel com leten"the P,WS Informatton and DI;P ,pp INFORMA' Y � �. „ p S D#; 4020023 PWS Name: Sandy Neck Beach City/Town: �y,� µ dicertfied m thuds.„. L z West B AS �'""" '� . =Refer to: our IVIassDEP statefilab:certlficate,,•for prosper dLab MA�Cert#a'n _ III �ANALY�TICAL.INFQRMATION.� * .. Y ,�- �.. - �. -•� ' �6 Primary Lab MA Cert.# M-MA063 Primary Lab Name: Envirotech Laboratories,Inc. Subcontracted? N Analysis Lab MA Cert.# M-MA063 Analysis Lab: Envirotech Laboratories,Inc. Resubmit Indicator: Original Reason For Resubmission: Collection Date of Original Sample: TC Method E.Coli Method Fecal Coliform HPC Method Lab Sample Notes: COLITAG COLrrAG TEST DEP APPROVED SAMPLE SITE INFORMATION �,T,OTAL ' E COI or ; 'CHLORINE t, RESULTfH� PC COLIFORIvI'; FECAL r = 'RESULT i 4 +DA E" 1IME''" �� u•e ;: LSE k :. �.... . h .. - , , •,:.DATE T]ME r `T re - rlIID#. t. ,:z: �. "cf $,* r, -" ?t:' `" `w+,..,aw. w�:3+, 1,:Sr+,:,..: ,? ryy A pPr_ x RRESULT?. "( RESULT #cfu/ml s ;^' �sr iW. :; #,`,.: — P..� ,i � ..ATION �, _ ,.: ,,,�:• ., � •u> r �'aN II '" }„� ^", �,M � .•a�� ,t��'"� SAMPLE LOC . • ;� Typeia Code i� �' �r � _,�_ l�f ,. _" .. ar ,r .—_. ., � RS 001 Pump House P A 10/8/2009 114:35 10/8/2009 116:30 Whitewater DEP-91357A RS Snack Bar Sink P A 10/8/2009 14:45 10/8/2009 16:30 Whitewater DEP.-91357E UK r YotIR , J, 1 DEP Sample Type,Location code#and DEP approved Sample Site Location must correspond to the sample information on your DEP Total Coliform Sampling Plan. 2 SWTR systems:HPC samples shall be taken at the same distribution sites and at the same time as total coliform,whenever chlorine residual is not detected at the sample site. 3 Sample Type:RS-Routine Distribution Sample,RO-Original Site Repeat,UR-Upstream Repeat,DR-Downstream Repeat,AR-Additional Repeat,RW-Raw Water,PT-Plant Tap,SS-Special Samler—J 4 Report as#/100mL,P(present),A(absent),or Too Numberous To Count:TNTC-I(invalid)or TNTC-P(present), 5. Collected appropriate number of repeat samples within 24 hours of laboratory notification for coliform-positive or invalid samples. Notify DEP of any routine or repeat E.Coli or fecal positive results by the end of the business day. lacer:efiy�under penahties of law that, amp the peso authors ed to fill and DagteAuthorized Signa a Ronald Saari out ahas,form anda,the mformatzoncontamed herein zs true,accurate and t .'rF n „ti2 '�� complete{to the best extent°of my knowledge DATE 10/9/2009 � r r DEP Review Status: ❑Accepted ❑ Disapprove Review Page I of I Tuesday, October 13,2009 11:34 Massachusetts Department:of Environmental Protection -Drinking Water Program BACTERIOLOGICAL REPORT ' ....._... -....,�.-. < .:. - ts...-. „, a , ,u - A roved' am leSrte'Informat>ton:seetio_ns b'. . PWSVINIFORMATION: yRefer to=.ou.r DEP CohformxSam hn <P.lan to hel .eom,lete the PWS,Information,and nEP v pp. .,, . .5. PWS ID#• 14020023 I PWS Name: ISandyNeckBeach City/Town: lWest Barnstable MA 1 CLASS: JTNC e cr'tified�methods:' II�tANALYTICALINFQRMATION,.$:Refer,�to;,yourtMassDEP�state„lab certificate,.forrproper�La�bPMArC , _ �. :,._ .�.-- f- � • ,�� .-�,F--' Primary Lab MA Cert.# M-MA063 Primary Lab Name: Envirotech Laboratories,Inc. Subcontracted? N Analysis Lab MA Cert.# FM-MA70673 771.Analysis Lab: Envirotech Laboratories,Inc. Resubmit Indicator: Original Reason For Resubmission: Collection Date of Original Sample: TC Method E.Coli Method Fecal Coliform HPC Method MF-SM9222B EC-MUG-SM 9221F Lab Sample Notes: DEP APPROVED SAMPLE SITE INFORMATION , TOTALED' *E COLI or 'FIE0RINES HPC COLL�EC TI`ON "� ANALYSdSG "'"coLLECTEDk COLIFORIv1FECAZ "RESULT e '"RESULT $ K_ -., _, :. "CBI'« SAMPLE, _} DEP tV DE ; : . .' DATE "TIME DATE T.IIv1B. �.,...,_. k ,. DEP.A roved as :z: z. . --<...�..�-._,. '.. PP.. ....,,4,5 o t,. ;. ,.,.r � ,:..s .yc, ;'-kG- , RESULT.. ,r_, m #'cfu/rrtl,. a, «° ,Location .4e ...,, f,:.E .� M, *cxi, �fi! °h� '"S ��} ti1! .Y�'1. .•a-...- '� �d '�., �..,. . ,� : ,.Type t 3 -lCode,1 ;.. -,.f.. •..,_ _.��.. .,,p,,:...,<,... g: 't -: {4 +' ii .err ,Y; RO 001 Guard Shack Private Bathroo 23 0 10/9/2009 13:37 10/9/2009 15:45 Whitewater DEP-91369A UR 002 Guard Shack Public Bath 89 0 10/9/2009 13:33 10/9/2009 15:45 Whitewater DEP-91369E DR 003 Guard Shack Spigot 61 0 10/9/2009 13:45 . 10/9/2009 15:45 Whitewater. DEP-91369C AR 004 Raw Water 97 0 10/9/2009 12:52 10/9/2009 15:45 Whitewater DEP-91369D RO 005 Snack Bar Left Sink 104 0 10/9/2009 13:07 10/9/2009 15:45 Whitewater DEP-91369E UR 006 Ladies-Rm. 42 0 10/9/2009 13:02 10/9/2009 15:45 lWhitewater DEP-91369F DR 007 Men's Rm. 45 0 10/9/2009 13:19 10/9/2009 15:45 lWhitewater DEP-91369G AR 008 Snack Bar Right Sink 35 0 10/9/2009 • 13:10 10/9/2009 15:45 lWhitewater DEP-91369H - COPY ° DEP approved Sample Site Location must correspond to the sample information on our DEP Total Coliform Sampling Plan. FOR YON 1 DEP Sample Type,Location code#and D a v Y S P YP , PP P P P 2 SWTR systems:HPC samples shall be taken at the same distribution sites and at the same time as total coliform,whenever chlorine residual is not detected at the sample site. Repeat,AR-Additional Repeat,RW-Raw Water PT-Plant Ta SS-Special Sample. 3 Sample Type:RS Routine Distribution Sample,RO-Original Site Repeat,UR-Upstream Repeat,DR-Downstreamp p p, p p 4 Report as#/100mL,P(present),A(absent),or Too Numberous To Count:TNTC-I(invalid)or TNTC-P(present). 5 Collected appropriate number of repeat samples within 24 hours of laboratory notification for coliform-positive or invalid samples. Notify DEP of any routine or repeat E.Coli or fecal positive results.by the.end of the business day. r I cetifiy;underP ne ahtces of lawilhat I aimthe person authorized to fills; Laboratory Authorized Signa ure Ronald Saari out this form and tl:e cnformation,,contamed herean rs true, accurate dnd Q, and Date _P l d CO l to to th'e'best extenfo m knowe e r o/ y g .. t a� DATE 10/10/2009 DEP Review Status: ❑Accepted ❑ Disapprove Review omments: N f Page I of I DEPARTMENT OF ENVIRONMENTAL PROTECTION B BACTERIOLOGICAL ANALYSIS REPORT-CONTAMINANT ID#3100 PWSID# PUBLIC WATER SYSTEM NAME TOWN/CITY LABORATORY NAME&ID#' 4020023 Sandy Neck Beach West Barnstable MA Premier Laboratory,LLC. M-CT008 _ DEP APPROVED SAMPLE SITE SAME LAB. COLLECTION TYPE SAMP ID# COLLECTION ANALYSIS TCM TOT COLIFORM/ CH FC/ECM FECAL-E.COLI/ LOR.RES. CODE# LOCATION DATE TIME DATE CODE 100 mi— CODE# 100 MI—RS E7063791 001 Guard Shack-Mens Room 06/06/07 10:40 06/06/07 303 p OR HPC/ml SAMPLE COLLECTED BY: John Aprea RS E7063792 002 Snack Shack 06/06/07 10:50 06/06/07 303 p John Aprea nv L13 Y� SAMPLE TYPE KEY TOTAL COLIFORM 00 M FECAL COLIFORM/ REMARKS: ' RS-ROUTINE SAMPLE METHOD(TCM) E.COLI METHOD RO-ORIGINAL SITE REPEAT CODE# UR-UPSTREAM REPEAT FC/ECM CODE# MF 3 0 3 _ EC 4 0 0 - DR-DOWNSTREAM REPEAT MTF 3 0 5 SWTR-MFC 4 0 1 SUBCONTRACTED LAB=APPLICBL AR-ADD.REPEAT(DIST SYSTEM) P-A 3 0 7 raw water RW-RAW WATER PG 3 0 9 MMO-MUG 4 0 6 ANALYZED BY SS-SPECIAL 3 1 1 MMO-MEC-MU 4 0 8 DATE:6l7I2007 PT-PLANT TAP SAMPLE (LA B USE NA-MUG 4 1 0 � _- ( ) AUTHORIZED BY:LAB ID#ASSIGNED BY STATE CERTIFICATION PROGRAM _ (LAB USE )) DATE:6/7/2007 CAN BE EXPRESSED AS#/100ML,PRESENT(P),ABSENT(A),OR TOO NUMEROUS TO COUNT(TNTC) COLISURE METHOD-THIS CAN DO TOTAL COLIFORM and E.COLI SIMULTANEOUSLY,HOWEVER THE SAMPLE MUST BE INCUBATED 28 TO 48 HOURS PAGE 1 OF 1 COPY1:COPY TO DEP REGIONAL OFFICE;COPY2:OWNER COPY;COPY3:LAB COPY AC74BW e NEW SHED ROOF W/ A5PHALT SHINGLES TO MATCH EXIST. - (EX15T. 5HED ROOF REMOVED) EX15T. WDW. `" NEW AND. D.H. WDW5. TO REMAIN 31"W. X 53" H. LE EX15T. W.C. SHINGLES PATCHED AS REQ. i 10_3` EX15T. DIM. 12'_4• EX15T. DIM. PROPOSED LEI=T SIDE ELEVATION SCALE 1/4" = 1'-0" PROP05ED ALTERATIONS TO EXISTING COTTAGE - SANDY NECK- BARN5TABLE,MA. FOR: /� /' PETER ELEFTHERAKI5 REVISED NOV. 30,2006 .SCALP SCALE FOR H.D.C. - SHED ROOF 1/4" _ ''-o" OCT. 19, 2000 . PROP05ED REAR ELEVATION A 0 V E gD DEC - 1 2006 - BARNSTABLE CONSERVATION NEW 5HED ROOF W/- A5PHALT SHINGLES TO MATCH EX15T. - (EXIST. 5HED ROOF REMOVED) NEW AND. 5KYLITE5 ® 3'X 2' EXIST. W.C. 5HINGLE5 PATCHED A5 REQ. EXIST. WDW. ` ii ` EX15T. W.C. 5HINGLE5 TO REMAIN �' 1` PATCHED A5 REQ. NEW AND. CASEMENT EX15T. DOOR TO r -:1:•_... 53"W. X 47" H. REMAIN EX15T. DIM: PROP05ED FRONT ELEVATION SCALE 1/4" = I'-0" PROPOSED ALTERATIONS TO EX15TING COTTAGE - SANDY NECK- BARN5TA13LE,MA. FOR: PETER ELEFTHERAKI5 REVI5ED NOV. 30,2006 xALE SCALE FOR H.D.C. 5HED ROOF 1/4" = I'-o" IOCT. 19, 2000 - 2 PROP05ED REAR ELEVATION A 1 '7 11D NEW AND. 5KYLITE5 3'X 2' J PATCH ROOF 5HINGLE5 A5 REQ. TO MATCH EX15T. @ BOTH 5KYLITE5 EX15T. WDW. TO REMAIN 22'-7• EXIST. DIM. PROP05ED RIGHT SIDE ELEVATION SCALE 114" = P-0" PROP05ED ALTERATION5 TO EX15TING COTTAGE - SANDY NECK-BARN5TABLE,MA. FOR: PETER ELEfThERAK15 REVISED NOV. 30,2000 5CALE SCALE FOR. H.D.C. - SHED ROOF '/4" _ -O" OCT. I9, 2000 A-3 PROPO5ED REAR ELEVATION NEW 5HED ROOF W/ A5PHALT 5HINGLE5 TO MATCH EX15T. - (EX15T. 5HED ROOF NEW AND. 5KYLITE5 REMOVED) 3'X 2' EX15T. W.C. 5HINGLE5 }•;-'11 PATCHED A5 REQ. EX15T. WDW. TO REMAIN NEW AND. D.H. WDW. EX15T. DOOR TO REMAIN a EX15T. W.C. SHINGLES PATCHED A5 REQ. 5'-G' EX15T. DIM. IG'-s' PROPOSED REAR ELEVATION PROPOSED ALTERATION5 TO EXI5TING COTTAGE - 5ANDY NECK- 13ARN5TABLE,MA. SCALE 114" = 1'-0", FOR: PETER ELEFTHERAKIS REVI5ED NOV. 30,2006 SCALE SCALE FOR H.D.C. - 5HED ROOF 1/4" _ ''-o" OCT. 19, 2000 A-4- PROPOSED REAR ELEVATION EXHIBer A i�'� / \. \ \ :, �— aPPuarENur<I1IT s� STANDARD LEGEND • •_ /_/ �_ �/.'' \\ \\ \ \ / 1/ i /r NOTE not all Sym6ds rAl Opg14(on Pt1100 - \ EM OF DEfl011MIS TMES / 1 ` �� • /� _ �^---�-^ EXE OF BIWSH % 10 N a•.\ \ / `�\ v'Y-v-9 EDWOF EONIFE6S TREES / ✓ f%�� `.� J } l \ 1 , a RAW AREA EVU of wa*ss DIRT ROAD PARANB,LDT PAYED ROAD DRAINAGE OITM 0.25 -- - - - PA11S/T6T �4�� AC*/r . 18` will —AM# \\,�— •: ° �� \ f 21+---1PER NO1w NUMBER S. t ` ° \7fO � ''`�• i 2 IOW WNM LME e � R 10FOOTWI(WREWE X4.9 SPOT ELEVATION SIONEWALL FEINT 701a:33.8-K \ - RUAND16WALL RAIL ROAD Tua STONE JETTY &) SMAIN6 POOL mu/Oki Map 283 Parcel 003 •, '`, ',\�\\\�-�� r� \ ruj 0 BUIIDIN6/STRUCTURE C-4 Lot *23 ..` .. `,\\\�;\\\\`\ \,\\\\ (.t}�• ODa/P'IER PAUL KELLY \\ �\ �\ e VAm o AlANIou \ CrIA5901F . TOWN OF DARNSTADLE 8E06RAPHIt INFORMATION SYSTEMS UNIT SIGNSTORMDRAN I W E I11KR�Y11E •NOTE:Will my b on ww mw d o DATA SOIREES:Plalmlda( Imp*wn wgnw 4om I"s owd ozop kk 4 Tho Jmm a UHUIY 901E n TOWER 1'.100 5do alp o d may BDI awl W.Sorol T*vcood Ngito9o�i+on Tar d.Io•1919 0�61 Plmopopb bI6EUD ' : 0 25 50 Ad"d 1{cq Aoo w Smdmt as'fib 4ryomba k;1z appra t ad*10*e m UP*to ew 11dow No k=Cr vxIgT s 4 USHT I m o ElKili(a0E 1 IM01-59 HET• oalapodLlR a o smla d I'•IOD'. 1 z��6. �-� 4 lUl�tG�v, <iU(`r�s' 1�' 1�' �� l f'—�� j` � ICI cc � a.S'��— r Q� �� 5,Q o 1 �� . �e t .. � � ' � : � . , � �,:j - - ►E# __ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 MITT ROMNEY STEPHEN R.PRITCHARD Governor 0 Secretary KERRY HEALEY C1` ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner June 30,2006 Mr. John C.Klimm,Town Manager RE: BARNSTABLE--Public Water Supply Town of Barnstable Administrative-Consent Order Town Hall Sandy Neck-Beachj 367 Main Street PWS ID#4020023 West Barnstable,Massachusetts 02668 ACO-SE-06-5D008 Dear Mr.Klimm: Please find attached the following information: A signed original Administrative Consent Order for your records. Questions regarding the contents of the attached Order may be directed to Terry Martin,' Department of Environmental Protection, 20 Riverside Drive, Lakeville, Massachusetts, (508) 946- 2765. Ve tr flb yours, David Y.Terry Deputy Regional Director Bureau of Resource Protection T/TM/cb Tmartin/ACOcoverfina106sandyneck.doc YADWP ArchivelSERO\Bamstable-4020023-Enf6rcement-2006-06-30 CERTIFIED MAIL NO.7004 1350 0004 4566 1273 This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057^3DD Service-1-800-298-2207. MassDEP on the World Wide Web: hftp://www.mass.gov/dep 0 Printed on Recycled Paper 2 ecc: DEP/SERO cc: DEP-SERO Shaun Walsh Regional Enforcement Office Theresa Barao Rich Gioiosa Lee MacEachern - - Brad Lacouture cc: Barnstable Board of Health f M ' ` COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS' DEPARTMENT OF ENVIRONMENTAL PROTECTION In the matter of: Sandy Neck Beach Facility ) ACO-SE-06-5D008 ' West Barnstable ) f {,fie ADMINISTRATIVE CONSENT ORDER I. THE PARTIES' 1. The Massachusetts Department of Environmental Protection("MassDEP") is a duly constituted agency of the Commonwealth of Massachusetts established pursuant to M.G.L. c. 21A, §7. MassDEP maintains its principal office at One Winter Street, Boston, .Massachusetts 02108, and its Southeast.Regional Office at 20 Riverside Drive, Lakeville, Massachusetts 02347. 2. The Town of Barnstable (the "Respondent") operates a town-owned beach facility located off Sandy_Neck Road,West Barnstab e Massachusetts. The mailing address for the Respondent is the Marine &Environmental Affairs Division, 1189 Phinney's Lane, Centerville, Massachusetts, 02362, Attention: Nina Coleman. The Respondent operates a concession stand and restroom facilities at Sandy Neck Beach. II. STATEMENT OF FACTS AND LAW 3. MassDEP is responsible for the implementation and enforcement of M.G.L c. 111, § 159 et seq., 42 U.S.C. § 300f—300j (the Federal Safe Drinking Water Act), the Drinking Water Regulations at 310 CMR 22.00;the Cross Connections,Distribution System Protection Regulations at 310 CMR 22.22; and the Underground Injection Control Regulations at 310 CMR 27.00. MassDEP has authority under M.G.L. c. 21A, §16, and the Administrative Penalty Regulations at 310 CMR 5.00,to assess civil administrative penalties to persons in noncompliance with the laws and regulations set forth above. 4. Respondent is operating an unapproved public water supply,pursuant to 310 CMR 22.0.0. In the Matter of Sandy Neck Beach Facility ACO-SE-06-5D008 Page 2 of 7 5. The following facts and alleged violations have led MassDEP to issue this Consent Order: A. Since at least 1994, the Respondent has operated a concession stand and restrooms at the Site. By providing water to an average of at least 25 individuals daily at least 60 days of the year,the Respondent owns and operates a public water system as that term is defined in the Drinking Water Regulations at 310 CMR 22.02. B. The Respondent's public water system has never received approval from MassDEP, in violation of 310 CMR 22.03(1) and 310 CMR 22.04(1). C. During a Site inspection on May 24, 2006, a MassDEP representative observed the following non-water supply related activities writhin the Zone I of its well, in violation of 310 CMR 22.21(3)(b): buildings, roadways and parking areas.. 6. On May 24, 2006, representatives of the Respondent met with representatives of MassDEP and presented its responses to the noncompliance matters identified in this document. III. DISPOSITION AND ORDER For the reasons set forth above, MassDEP hereby issues, and the Respondent hereby consents to, the following Order: 7. The parties have agreed to enter into this Consent Order because they agree that it is in their own interests, and in the public interest,to proceed promptly with the actions called for herein rather than to expend additional time and resources litigating the matters set forth above. Respondent enters into this Consent Order without admitting or denying the facts or allegations set forth herein. However, Respondent agrees not to contest such facts and allegations for the purposes of the issuance or enforcement of this Consent Order. 8. MassDEP's authority to issue this Consent Order is conferred by the Statutes and Regulations cited in Part II of this Consent Order. - 9. The Respondent shall operate its transient, non-community public water supply under PWS ID #4020023 and shall take the following actions: A. Within ninety (90) days of the effective date of this Consent Order,the Respondent' shall: t . 1. Sample the existing well for contaminants listed in the 2001 Guidelines and Policies for Public Water Systems -Appendix A - Water Quality Testing Requirements and report the results to MassDEP immediately upon receipt. Contaminant testing shall include the following categories: bacteria, inorganic eoinpounds,volatile organic compounds, secondary contaminants,radionuclides In the Matter of Sandy Neck Beach Facility ACO-SE-06-5D008 Page 3 of 7 (including gross alpha, radium 226;radium 228, uranium and radon). The testin shall be performed by a Massachusetts certified laboratory using approved g methodology for each potable water contaminant, and the results submitted on MassDEP water quality monitoring forms. The Respondent shall thereafter sample water according to the protocols and sampling schedule that will be issued by MassDEP after review of the initial sampling results. 2. In accordance with 310 CMR 22.11B, obtain a public water supply certified operator of the appropriate grade and forward a copy of the contract (MassDEP Certified Operator Compliance Notice) to MassDEP for review and approval. The Respondent shall thereafter retain a certified water supply operator to operate the public water supply system at the Facility at all times in compliance with the Dunking Water Regulations. As an alternative, the system may apply to the Board of Registration for temporary emergency certification to low on-site personnel to become certified within the prescribed time frame.The Department must be notified if emergency certification is sought. 3. Submit a"Coliforin Sampling Plan"for MassDEP approval. f 4. Complete and submit the"Cross Connection Program Plan," "Request for Authorization to Delegate, Subdelegate, Contract Or Subcontract Cross Connection Responsibilities for Surveyors." 5. Have a cross connection survey conducted on the water system by a Massachusetts certified cross connection surveyor and submit a cross connection inspection report to MassDEP. 6. Install any cross connection control devices as identified by the cross ; connection surveyor. 7. Install a water meter on the source, and record monthly water use on Statistical Report form. _the Annual 8. Provide to MassDEP the construction specifications of the well w depth, screen length etc.), if available. ( ell depth,pump 9. Record an Affidavit of Public Water Supply Status in the Registry of Deeds (Appendix B of the Guidelines & Policies for Public Water Systems) and provide MassDEP with a copy of said Affidavit with the recording information thereon. B. The Respondent shall not increase water usage without prior written a r MassDEP. pp oval of 10. Except as otherwise provided, all notices, submittals and other co by this Consent Order shall be directed-to: mmunication required I In the Matter of Sandy Neck Beach Facility ACO-SE-06-5D008 Page 4 of 7 Terry Martin, Environmental Analyst Massachusetts Department of Environmental Protection 20 Riverside Drive Lakeville, Massachusetts 02347 . Such notices, submittals and other communications shall be co Respondent upon receipt by the Department. nsidered delivered by 11• Actions required by this Consent Order shall be taken in accordance with a ll federal, state, and local laws, regulations and approvals. This Consent Order shall able construed as,nor operate as, relieving the Respondent or any other person Order of be necessity of complying with all applicable federal, state, and local laws,aws, regulations gul ons and 12. For purposes of M.G.L. c. 21A, §16 and 310 CMR 5.00, this Consent serve a Notice of Noncompliance for the Respondent's noncompliance with the requirlements as cited in Part II above. MassDEP hereby determines, and the Respondent hereby agrees, that the deadlines set forth above constitute reaso Respondent to take the actions described. nable periods of time for the 13. The Respondent understands and hereby waives its right to an adjudicatory before MassDEP on, and judicial review of, the issuance and terms of this onsent Order and to notice of any such rights of review. This waiver does not extend t issued by MassDEP. o any other order 14. This Consent-Order may be modified only by written agreement of the parries hereto. 15. The provisions of this Consent Order are severable, and if any provision of this Con Order, or the application thereof, is held invalid, such invalidity shall not affect the sent validity of other provisions of this Consent Order, or the application of such other provisions, which can be given effect without provided, however, that MassDEP shall have the discretionlrto void this Coovision or nsent the event of any such invalidity. nsent Order in 16. Nothing in this Consent Order shall be construed or operate as barring, diminis adjudicating or in any way affectin any additional Order or g (i) any legal or equitable right of MassDEP togissue < to seek any other relief with respect to the subject m by this Consent Order, or(ii) any legal or equitable right of MaSBDEP t after covered claim, action, suit, cause of action, or demand which MassDEP may have with ressue pect then the subject matter covered by this Consent Order, including, p to action to enforce this Consent Order in an administrative orr j dic al proceeding.any Notwithstanding the foregoing,MassDEP agrees that it will not seek to assess the Respondent civil administrative penalties beyond those described in this Consent Or .-for`the viiol`dions identified in Part II above,provided that the Respondent der P substantially In the Matter of Sandy Neck Beach Facility ACO-SE-06-5D008 - Page 5 of 7 satisfies the terms and conditions of this Consent Order and any approval issued hereunder. 17. This Consent Order shall not be construed or operate as barring, diminishing, adjudicating, or in any way affecting, any legal or equitable right of MassDEP with respect to any subject matter not covered by this Consent Order. 18. This Consent Order shall be binding upon the Respondent and upon Respondent's heirs, successors and assigns. Respondent shall not violate this Consent Order and shall not allow or suffer Respondent's, employees, agents, contractors.or consultants to violate this Consent Order. Until Respondent has fully complied with this Consent Order, Respondent shall provide a copy of this Consenr:Order to each successor or assignee at such time that any succession or assignment occurs. 19. Respondent shall pay stipulated civil administrative penalties to the Commonwealth in accordance with the following schedule if the Respondent violates any provision of this Consent Order: For each day, or portion thereof, of each violation, the Respondent shall pay stipulated civil administrative penalties to the Commonwealth as follows: Period of Violation Penalty per day 1st through 15th day $ 100.00 per day 16th through 30t' day $ 500.00 per da sc p Y 31 day and thereafter $1000.00 per day Stipulated civil administrative penalties shall begin to accrue on the day a violation. occurs and shall continue to accrue until the day the Respondent corrects the violation or completes performance, whichever is applicable. Stipulated civil administrative penalties shall accrue regardless of whether MassDEP has notified the Respondent of a violation or .act of noncompliance. All stipulated civil administrative penalties accruing under this Consent Order shall be paid within thirty(30) days of the date MassDEP sends the Respondent a written demand for payment. If a court judgment is necessary to execute a claim for stipulated penalties under this Consent Order, Respondent agrees to assent to the entry of such judgment. If simultaneous violations occur, separate penalties shall accrue for separate violations of this Consent Order. The payment of stipulated civil administrative penalties shall not alter in any way the Respondent's obligation to complete performance as required by this Consent Order. MassDEP reserves its right to elect to pursue alternative remedies and alternative civil and criminal penalties which maybe available by reason of the Respondent's failure to comply with the requirements of this Consent Order. In the event the Department collects alternative civil administrative penalties, Respondent shall not be required to pay stipulated civil administrative penalties pursuant to this Consent Order for the same violations. Respondent reserves whatever rights it may have to contest the Department's ceetermination that Respondent failed`td-:66mply with the"Con"ent Order and/or to contest =- In the Matter of Sandy Neck Beach Facility _ y ACO-SE-06-5D008 Page 6 of 7 the accuracy of the Department's calculation of the amount of the stipulated civil administrative penalty. 20. The Respondent shall pay all civil administrative penalties due under this Consent Order, including suspended and/or stipulated penalties, by certified check, cashier's check, or money order payable to the Commonwealth of Massachusetts. The Respondent shall clearly print on the face of its payment the Respondent's full name, the file number appearing on the first page of this Consent Order ACO-SE-06-5D008, and the Respondent's Federal Employer Identification Number, and shall mail it to: Massachusetts Department of Environmental Protection Commonwealth Master Lockbox _ P.O. Box 3982 Boston, Massachusetts 02241-3982 The Respondent shall simultaneously mail a copy of the payment to: David Y. Terry,Deputy Regional Director Massachusetts Department of Environmental Protection 20 Riverside Drive Lakeville, Massachusetts 02347 In the event the Respondent fails to pay in full, any civil administrative penalty as required by this Consent Order, then pursuant to M.G.L. c. 21A, § 16, Respondent shall be liable to the Commonwealth for up to three (3) times the amount of the civil administrative penalty, together with costs,plus interest on the balance due from the time. such penalty became due and attorneys' fees, including all costs and attorneys' fees incurred in the collection thereof. The rate of interest shall be the rate set forth in M.G.L. c. 231, §6C. The Respondent shall not be deemed to have returned to compliance until the Respondent pays all penalties due under this Consent Order and takes--all actions required by this Consent Order. 21. Failure on the part of MassDEP to complain of any action or inaction on the part of Respondent shall not constitute a waiver b Ma ssDEP ssDEP of any of its rights under this Consent Order. Further, no waiver by the Department of any provision of this Consent Order shall be construed as a waiver of any other provision of this Consent Order. 22. The Respondent agrees to provide MassDEP, and MassDEP's employees, representatives and contractors, access at all reasonable times to the Facility for purposes of conducting any activity related to its oversight of this Consent Order. Notwithstanding any provisions of this Consent Order, MassDEP retains all of its access authorities and rights under applicable state and federal law. In the Matter of Sandy Neck . ,Beach Facility ACO-SE-06-51)008 Page 7 of 7 23. The undersigned representatives certify that they are fully authorized to enter into the terms and conditions of this Consent Order and to legally bind the parties that they represent. 24. This Consent Order shall become effective on the date that it is executed by MassDEP. TOWN OF BARNSTABLE SANDY NECK,BEACH FACILITY By: Date: - John C. Klimm, Town Manager "- Federal Employer Identification No. MASSAC ETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION By: Date: G y S M ran, egi al Director . So th ast Regional Office 20 erside Drive Lakeville,Massachusetts 02347 Telephone: (508) 946-2712